Den - Bland Shores Oversized Plans

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_BLAND SUBDIVISION_
M.B. 22, PG. 37
___BLAND SUBDIVISION_ I
I M.B. 22, PG. 37 1 I EXISTING
I 1 I i R- 10 ZONE
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129.6I'
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Bulldln
N 85°08'29"
E 62. 1 5'
Envelope
nvelope
/ LINE
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75' AEC
Q
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cfl N36° I G' 011W
COASTAL 132., 6'
I VEGETATION
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Building
o°
N 4:°24'00" E 62.28'
I�LINE
Envelope
HIGH / LOW
Q
N30°42'09"E
28.11' I
I
-03.5'
Ocp c
W (TALL/SHOR.T)
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MARSH GRA55
LINE
;
c9 1 UTILITY
ACCESS
` 3 )
IP EASEMENT
PRIVATE BOAT RAMP
I
i I
20.30' N361 16' 1 01"A/ 123.5 I
5EE SHEET 5 OF 5
7.80'
___----
FOR DETAIL
---------.------�---
�' !. ...r.
•.: " EIR 1 3' Private Access / 1 2' Wide Asphalt Drive
-
FLOOD LINE
------ �1- --------------L----------L------ / ---I- EXISTING -----f-------- -
�
I I PUMP STATION '
I I M.B. 25, PG. 50 RICHAi R D. GOFF ZONE AE ZONE X ZONE X AE NE Z
I -t WIFE NANCY E. GOFF- I I O I ZONE VE I ZONE VE I ZONE VE I ZONE VE
I D.B. 514PG. 55 (EL. 9)
I � � , / / 1 (EL. 13) (EL. 15) (EL. I G) (EL. 17) L. 19)
u� m I10' iII 536°16'10"E512.61' /' cn--
I
(55.0I-----I ------
o i ..75.0073. 0
�.
I 1
\ ro ROY W. KNOTT y v'
m 20' 20' Bullding Building coo -4 WIFE ELEANOR D. KNOTT
UTILITY 4 ACCESS UTILITY I ACCESS
z Envelope Envelope �' w D.B. 720, PG. 2 12
EASEMENT EASEMENT
Building LL' Building w I I I
EIR 5 36° 15'20" E 109,57' EIR _ _ S 36° 15'20" E 180.60'
Envelope b Envelope r N
w 1 60.0 I I 1 20.59'
7 o N p
5 o N m N u, t9 , Building � -�--------------------------
6cp 0 z 14 z 13 `� �; W Envelope �' I I Ln I 10' PU�LIC ACCESS EASEME
0 1T
"D Q L= 1 1 .24' c) `� 0O
m
s Ln
N0314 110 1 "E
10.32' 12 I O o I PORTION OF I o
=36.23, Ln LOT I I
i
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:40. 00' 15' MBL I x/ m I I 536° 15'2OE
35'R L= I .43 ! 536° i 5'20"E �i I cn o O i 120.42'
169.74' x� 2 1 .84' Q� WI First Line f Stable Natural
I d.35' i 54.71' L =20.3 I' L -57 07
ui ding r _ Q t+N I Vegetate n surveyed on
W 1 VJ cn 0"4
= R ,oEnvelope
July 1 2, 000 by
320L=7.48' Envelo e�04, ' mo O/C K EGM QuadranurveY 9, Inc., P.A. IF'Y3
13.00 L=2 51wJ 20'x20'
CIO I - N36°I6'IO"W _� P.O.T. cr) 1 �j S�9n �� o ( PORTION OF c61,
6.05' --- 35 R �5 79, z l U Easement � C' N �1 LOT 10
N36° 16' I 0"W 12 I .93' C, L =40 J /W L= I .58 � - 0 - `i v Exlstln Dune Cross er o
N 69°26'42" E 52.34' ` PO. L= 10.95' I x v o pl �°
i 46.29 3.5' 8 L=4.86' / m y - I g n> I
I 'MBL r/ w v to remain
11
UTILITY t �'` / 30. 1 9' 44.63' L=35.55' L _N/8 4235, �� I N36° 15'20"W
Qr ( ( I \
ACCESS ` ! / L=9.78' 2g 05, L1 cn ry
J I EASEMENT \ �6. 23 / / / ♦� 97.0T 27.63' O I 1 20.58' iv
["+ I < I
I �IR Building OHO // / N58°40'24"W 8C P'O T \ nM I N I I I J
~ I j 22.7T Envelope °�� �� 21.70
62 IP.O.C. `0-36° 15'20
BOTTOM WATERWAR , I ��� �co' / / l5'M8L ti �� Stop N COMMON AREA a 'Z
N36° 16' I O"W
_.
SHOTS EDGE OF / 15' UTILITY EASEM ry \ 9 v i
MARSH 1 134.6T „� b New Private Crossover I
/ O O / ' 38.50' N36° 15'20"W
COASTAL 75 AEC �0 n // 6 m v 7 u' m 98.6 I u' '
/ O cn ! Street Si n 120.25'
VEGETATION % I i O o N o co 3 63.31' 9 o
LINE I // I O' PUBLIC Ln � 8 00 iv L=8.78' L 30.96 _ % ��
N 73°23'05" E 106.75' / ' ACCESS EASEMENTLn
10.33' L=8.36 / 9 Oleander �� I �
� O 3 o N L=10.o ' Court
I 404 0 - i Buildin Buildin Buildin m , \ r - I PORTION OF
% WETLANDS ,n b I 9 g `� `� ` 45 R/W 4 .50 w I LOT 9
I LINE g u i Envelope Envelope Envelope (n g
Buildin i p p p . Buildin
rr Envelope T} II Envelope
Qj -----�-------------- - 60.00' 119.66' I
ECM 1 90.02' 1 I I 95.01 ' 80.01 I I O.O I 62. 2' N 7 \ e N 37°00'00" W 66'
ti of wpm N 3 °02'34" W 537.77' E M
35r
I O' PUBLIC I I I I I I I I I BENCHMARK -\ I I�
�I ACCESS EASEMENT I I I I ( I I I I TBM "ANCHOR" 22 I
\ / \ I ELEV. I 1 .63 xn
_ 41� I I '42� I �43, 4145461 47481 ------
_
�1 CAMA I I I I I I I I I_
i I I I I I I I I
I
GRACE BLAND CRUTCHFIELD
GRACE'S HAVEN I r \ I I I HEIRS SUBDIVISION --- � 21 �
SUBDIVISION - M.B. 5, PG. 66 '
M.B. 7, PG. 17 I 1
I I
EXISTING �--- ------.__---------� I
R-5 70NF 1 I I
20
I I
1 I
- - - - - - - - - - - - - - I
I
Crutchfield Ave. I
-- - - - - - - - - - - - -
REV. 01 /08/01 -ZLF-Rev. per Surf City review.
REV. 1 2/22/00-KHW-ADDED BOAT RAMP DETAILS
LEGEND
EIR
- Existing Iron Rod
ECM
- Existing Concrete Monument
q
- Centerline
55MH
- SanitarySewer Manhole
EMH
- Existing Manhole
55
- Sanitary Sewer
LF
- Linear Feet
GV
- Gate Valve
PT
- Plug Tapped
PP
- Power Pole
5.T.
- I O' x 70' Sight Triangle
MHWL
- Mean High Water Line
P.O.T.
- Point of Tangency
P.O.C.
- Point of Curvature
- Street Light
O-
Lot Number
1
- Adjoining Lot Number
4 \ -
Existing Contour
--
Flood Llne
- - - - - -
Wetlands Line
- - -
Cama Line
- - - - -
Mean High Water Line
---.------- -
Sewage Force Main
- - ----ohp
Overhead Powerline
TRACT DATA
PRINTED I - 9 1
PARKER & ASSOCIATES I C
CONSULTING ENGINEERS LAND SURVEYORS LAND PLF\NNERS
I I p, 0, SOX 976 JACKSONVI= NC 28541-097e
FIELD BOOK: N/A
DISK NAME: ACAD 598A
FILENAME: Blndsh_Gen.dwg ZLr
JOB NO.: C000614-2842
Sheet 1 of 5
ATLANTIC OCEAN
-�� TOPSAIL SOUND
VICINITY SKETCH
Scale: 1 "=400'
TOTAL ACREAGE - 4.8G AC. (TO MEAN HIGH WATER LINE)
(EXCLUDING N.C. HIGHWAY 50 R/W)
- 4.80 AC. (TO SURVEY LINE)
(EXCLUDING N.C. HIGHWAY 50 M)
ACREAGE IN COMMON
AREA5 * PRIVATE ACCE55
- G,99G.5 5F
NUMBER OF LOTS
- 14
MINIMUM LOT SIZE
- 5,000 5F
PROP05ED USE
SINGLE FAMILY
L.F. OF STREET
- 5 1 3 L.F.
SEWER
- SURF CITY
WATER
- SURF CITY
EXISTING ZONE
- R-5
5ETBACK5
FRONT YARD
- 151
51DE YARD
- 7.5'
51DE STREET
- 10,
REAR YARD
- 20'
Notes:
I . Flood lines scaled from the following
FEMA Maps: CPN 37018G 0008D
Town of Surf City with effective date
January 2 1, 1998 t Map Index dated
January 22, 1996.
2. 10' access easement Is reserved within
new lots on this plat along the right-of-way
of Live Oak Lane.
3. Boundary and topo taken from a survey
by Quadrant Surveying, Inc. P.A. in
July 2000.
PRELIMINARY & BUILDING
ENVELOPE PLAT
BLAND SHORES
SURF CITY TWP., PENDER CO., NORTH CAROLINA
OWNER: DR. FRED B. LOPP, DDS
530 NORTH ELAM AVENUE
GREENSBORO, NORTH CAROLINA 27403
(33G) 852-9590
DATE: 1 2/ 1 (5/00 GRAPHIC SCALE: 1 "=40'
0 40 80 120
SCALE: 1 "=40' -. -- - FILL
Parker & Associates, Inc. olig Horl,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
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Rev.-0 1 /08/01 -ZLF-Change street name.
Rev.-O 1104101 -ZLF-Rev. per Surf City review
SADDLE CONNECTION
CEMENTED IN PLACE
�--TRUSS SEWER
MAIN
STAINLESS
STEEL BANI
TRUSS
SEWER
45' BEND
'�:NOT TO BE MORE
THAN 45° FROM
HORIZONTAL
n co ncnin
12"x 12"x4"
CONC. COLLAR
CLEAN OUT
L 4" WYE
TEMPORARY PLUG
SEWER
RVICE
PLASTIC '.,CREW
CAP
2-i W
-
4"
z
C JQ
1/8 BEND
co z
w
O
FROM UNIT
BY OWNER
DIRECTION NOTES:
OF FLOW 1. TAP MADE IN SEWER MAIN TO BE
BORED, SAWED, OR DRILLED,
NOT PUNCHED BY HAMMER.
2. CLEANOUT TO BE U5ED ONLY WHEN
N SPECIFIED,
TYPICAL SEWER CONNECTION
NOT TO SCALE
__BLAND SUBDIVISION-
M. 13. 22, PG. 37
I
6 ,
I
I 25 LF �
----------------Can
I to e
I @h
M*H MODEL 129 FIRE HYDRANT
WITH 1-5 1/41NCH FOOT VALVE,
4 INCH STEAMER AND 2-2 112 INCH
HOSE CONNECTIONS.
LEGEND
MIN. SLOPE THROUGH MANHOLE WILL E I R - Exi5tmg Iron Rod ATLANTIC OCEAN
36 MIN.
BE CENTERLINE INVERT. MAX. DROP
CC,M
- Cxl5ting Concrete Monument
THROUGH MANHOLE WILL BE AS FOLLOWS:
q
- Centerline
24"
112" FOR O° TO 45' CHANGE
IN HORIZ. ALIGNMENT
SSMH
-Sanitary Sewer Manhole
z x
a
� �
I
I n
EMH
-Exlstmg Manhole
O p
I" FOR GREATER THAN 45° CHANGE
SS
- Sanitary Sewer
REINFORCED CONCRETE COLLAR
IN HORIZ. ALIGNMENT
LF
- Linear Feet
18" x 16" x G"
3" SCREENED INLET
i •+
GV
- Gate Valve
TO BE INSTALLED TO
, • •
G X G NO. G GAUGE SINGLE LINE
PT
- Plug Tapped
''''
•. // �� �j �j�/
A MINIMUM ELEVATION
OF ONE FOOT ABOVE
O STEEL REINFORCED
m PLASTIC STEP •
REIN IN CENTER THIRD OF WALL
' AL50 TONGUE If GROOVE.
PP
- Power Pole
I00 YEAR FLOOD 2 - 90° BENDS
ELEVATION. SEE
w
oC
Q CONE
GROUT
S.T.
- I O' x 70' Sight Triangle
PLAN AND PROFILES
> n
MHWL
-Mean High Water Line
LU DEWEY BR05. VBX-TE- 100 FOR VENT LOCATION N P.O.T. - Point of Tangency
> VALVE BOX OR APPROVED EQUAL AND ELEVATIONS.
"O" RING TAPERED LIFTING P.O.C. - Point of Curvature
%\ O O G" GATE VALVEL w RI5ER � HOLE - Street Light
DETAIL FOR MANHOLUMPE g
1 a, $o�p0 3' SCH. 40 P.V.C. 0 -
oC 0 O O JOINT 1 5" * LARGER IN
M.J. LOCKED HYDRANT 4"x4" S.T. STRAP VENT Q
'� ° a ,.�- TEE OR TEE WITH PIPE TO 4"x4" WITH > o EXISTING MANHOLE O -Lot Number
:e :: . '.:. - 1 114" BUTYL
O APPROVED PIPE STAINLESS STEEL STRAPS
SEALED LID
O N z RESIN GASKET -
RESTRAINT AT 4" O.C.
��® - , 1 - Adjoining Lot Number
+I o 3/4" GROUT
O GROUT . ,� _4_. _ _ _ - Existing Contour
CONCRETE THRUST BLOCK \ ������` 4' (MIN.) =
PLACED AGAINST / MAINTAIN SLOPE 12 GROUT co - - - Flood Llne
UNDISTURBED EARTH �/� 5/8" BRIDLE ROD 4 ROD COLLAR TOWARD MANHOLE p Wetlands Line
M.J. LOCKED HYDRANT PRECAST INVERT `b - - - Cama Line
ADAPTOR OR APPROVED PIPE SEAL
WATERTIGHT � � .:, - - - -Mean Hlgh Water Llne
MIN. OF 3 CUBIC FEET OF O $ BRICK Sewage Force Main
CRUSHED STONE FOR DRAINAGE SECTION VIEW �v • • "' ' ' -.-_ �'' � ,� •` f _--ohp---- -Overhead Powerllne
PRECAST CONC. COLLARS
NOTE: SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. o G X G NO. G ® NO. 4 REIN ROD
SET TOP I " ABOVE VALVE BOX
c�m�,o G" GAUGE WIRE MESH TYP. 8' O.C.E.W.
TYPICAL HYDRANT SETTING (SECTION) VENTED RISER DETAIL o VALVE BOX COVER
NO SCALE j
NOT 10 SCALE
G" 5" 48" 5" G"
BLAND SUBDIVISION_ I MIN. 70" COMPACTED NO. G7
NOTE:
M.B. 22, PG. 37 I STONE BED TO TOP
FOR 5'-0" EXTENDED BASE MANHOLE OF BASE
I I BASE WILL EXTEND 7" BEYOND EXTERIOR
EXISTING 1 �"' ` I WALL.
R 10 ZONE 1 i STANDARD PRECAST MANHOLE
I I I I 1 rF'I N.T.S.
u 4 ,
I� ` I I i I It
I I \ I \ �l � I FLOODP LINE
to%
-- - - - - - - - - - - - - - L - L----- / ---1 - - - - - - --------�-- SI t
'wer I EX15TING I 1 I
role PUMP STATION
M.B. 25, PG. 50 - RICHARD D. GOFF ZONE AE ZONE X / ZONE V i I ZONE AE I ZONE VE I ZONE VE ZONE VE ( ZONE VE
WIFE NANCY E. GOFF-
Rim 55MH #2 D.B. 5 14, PG. 55 (EL• 9) (EL. 13) (EL. 1 5) (EL. 1 G) (EL. 17) (EL. 1 9)
Inv. In -f,.hc
Iw. Uut O.C�
I 7FIFAll �snn.dT
ACCESS EASEMENT
41 i
WATER * SEWER NOTES
I . Potable water supply and sewage treatment to be by the Town of Surf City.
2. Location of existing water mains and sewage force main
are approximate only and shall be field verified prior to
commencing work. Any discrepancies should immediately
be pointed out to the certifying Engineer, Onslow County
Water Department and NTW*5.
3. As of January I, 198G, anyone digging with mechanized equipment
in highway right-of-way, private utility easements, or public spaces
will be required by North Carolina law to give notice of the proposed
excavation to all the existing area utilities at least 2 working days
before starting to dig. The utility owner 15 to locate its facilities
in the area of the proposed excavation. Utility members of ULOCO
can be contacted at 1-800-G32-4949.
4. Flood zone information taken from F.1.R.M. Panel: CPN 37018G 0008 D
Town of Surf City with effective date January 2 1, 1998 * Map Index
dated January 22, 1998.
5. Ail sewer manholes will be bolted down water tight 105.
G. All proposed sewer mains to be PVC SDR 35. Services to be 4-inch 5CH.
40 P.V.C..
7. All water mains to be P.V.C. A51M D-2241 , A51M D- 1784, A51M D- 18G9,
200 P.S.I. pressure rating.
8. Water mains shall be buried to a depth of 30-inche5 unless otherwise
noted.
9. Water lines shall be at least 18 Inches above or 10 feet horizontally
from sewer mam5 and sewage force main, or be of ferrous material.
10. A minimum vertical separation of 12 in. shall be provided where storm
drainage pipes cross the sanitary sewer mains (mcluding sewage force main),
or the sanitary sewer should be constructed of ductile iron pipe.
10.40 �I I
I / I
I I � rn rn� rn rn I I I
ROY W. KNOTT
WIFE ELEANOR D. KNOTT�
(ILITY F ACCESS D.B. 720, PG. 2 12 S m
\5EMENT I I I I I I
4 LF 8" 55
@0.40%
14 13 li F>� i I 101 PUVIC ACCESS EASEME�T I
35MH #3 12 11 i PORTION OF
or
5.0 20 LF 8 DI 55 from O I I I I LOT I I I I
Inv. O.OG MH. Sewer installed
below water main.
140 LF 8" 55
@0.40% SSMH #4
Top G.3 100 LF 8" SS I rx Q ►--r
Ck Inv. 0.70 @0.40%
S MH #5 10 ';I� 2551g0nI PORTION OF
Top 9.5 U j Easement I LOT 10
_` CL Inv. 1. 10 -- �i y
r - Exlstmg Dune Cross+er I �.
I � � to remain �
Eln5tall 40 LF G" i0
fee r from tap to \
` 1 I I I I
* block. Route �♦r over 8" 55 O I �_ ,\x I COMMON AREA
8" - 22 1 /2° Bend ftr
'r' New Private Crossover' I
8" Water x\ I'
3' Typ.
8 8" - 45° Bend ` \\8" G I I
Og Oleanderfx G" Tee
Court PORTION OF
45' R/W I \`� ' � � LOT 9
\ - - 22
I
\ I
I I �--- --- I ' �41 i � 45 , � 46 � I � 47 � I � � 48 -------
� I � �, o, - -
1 @ ro I
I I I I I
GRACE BLAND CRUTCHFIELD
GRACE'S HAVEN
SUBDIVISION -
M.B. 7, PG. 17
I
EXISTING
R-5 ZONE
I I . Contractor shall notify the certifying Engineer, and the Town of Surf City
at least 48 hours prior to commencing any work, inspections, sampling
and pressure tests.
12. Chlorination and pressure tests required in the presence of the
certifying Engineer and the Town of Surf City Utilities Department.
13. Contractor shall furnish negative bacterial analysis results and 24 hour
chlorine residual results to the certifying engineer for final acceptance.
14. Contractor shall maintain comprehensive (depth and horizontal locations)
field "a5-budt5" for all installations and submit them to the certifying
Engineer.
15. All units have individual sewer services installed by the contractor:
Water services are to be installed by the contractor in accordance with the
Town of .Surf City requirements. The. Town of Surf City Utilities Department will
install the water meter at a later date on an as -needed basis.
I G. All construction within D-O-T right-of-way shall be in accordance with the
NCDOT requirements. D-O-T officials shall be notified 48 hours prior to
commencing work within the right-of-way.
17. All water installation materials and practices shall meet the Town of Surf
City specifications.
18. All disturbed areas to be seeded or stabilized within 15 days of
completion of work.
19. For other detailed construction information, see plan and profiles,
detail sheets and specification.
- HEIRS SUBDIVISION - 21 ,
M.B. 5, PG. GG _
I I
----------1
I I
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20 ,
I _
I I
I
- - - - - - - - - - - - - - - -I
- - - - - - - - - - - - - - -1
FIELD BOOK: N/A
D15K NAME: ACAD 598A
FILENAME: Blndsh Gen.dwg ZLF
JOB NO.: COOOG 14-2,542
CA
rL
aaaaaaaea��e,�9�e��
TOPSAIL SOUND -�
VICINITY SKETCH
Scale: 1 "=400'
1 2" MAX.
TAMPED EARTH THREADED' COUPLING 1
FOR CAP OF 2" CAP
VALVE BOX BLOW -OFF
2" BRASS NIPPLE 2" THREADED BRASS PIPE
(G" MIN. LENGTH) 24" LONG 2" BRA55
PIPE NIPPLE 2" CI 90°
WATER r BEND
(THREADED)
a • #G7 STONE~ y ONCRETE
2" GATE VALVE (IRON BODY) 13LOC.KING
NOTE:
1. NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
2. SEE SPECIFICATIONS FOR ADDTIONAL INFORMATION.
2" BLOW -OFF ASSEMBLY DETAIL
NOT TO SCALE
�lAl� �L�Is II 1�
'11�mii IN
NOTE:• • BE 2500 LB. CONCRETE.
CONCRETE THRU5T 13LOCKING 5CHEDULE
CONCRETE 5CHEDULE
VERTICAL BENDS
FITTING
51ZE
BLOCKING AREA (SQ. FT.)
MIN, CU. YDS. CONCRETE
MIN. CU. YD5. CONCRETE
TEE
90°
45'
22 1/2°
TEE
90°
45'
22 112'
90°
45'
22 112'
4"
0.5
1.2
0.7
0.3
0.13
0.13
0.13
0.13
0.7
0.4
0.3
G"
1.9
2.7
1.5
0.8
0.13
0.13
0.13
0.13
1.3
0.9
0.5
8"
3.3
4.8
2.5
1.3
0.13
0.13
0.13
0.13
2.5
1.7
0.9
10"
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0,13
2.5
2.8
1.5
12"
7.G
IO.G
5.9
2.9
0.3
0,4
0.3
0.13
5. G.
4.0
2.1
10
13.3
18.9
10.2
5.2
0.5
0.9
0.4
0.13
9.5
7.1
3.7
18"
22.5
32.5
17.3
8.9
NOTE: Areas of blocking and approximate yards of concrete in the above table are based on the
following data: 2000# soil pressure and test pressure at 150 p.5.1. (blocking area subject to
change based on varied soil conclition5 and shall be done so at the direction of the Engineer).
Sheet 3 of 5
WATER & SEWER PLAN
BLAND SHORES
SURF CITY TWP., PENDER CO., NORTH CAROLINA
OWNER: DR. FRED B. LOPP, DDS
530 NORTH ELAM AVENUE
GREENSBORO, NORTH CAROLINA 27403
(33G) 852-9590
DATE: 1 2/ 1 8/00 GRAPHIC SCALE: 1 "=40'
0 40 80 120
SCALE: 1 "=40' FEET
Parker & Associates, Inc.ng Hor;z
Consulting Engineers - Land Surveyors - Land Planners
P.O. Boa 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
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459 R/ W
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REV, 0 1 /08/01 -ZLF-Rev. per Surf City review.
REV. 1 2/22/00-KHW-ADD BOAT TAMP DETAILS
ENTRANCE DETAIL
SCALE I "= 20'
IO'-I"
l 1
I
O
N w
i,
0
60.00'
N 3/"UU'UU" W I /y.(Ub'
i
5 0"_CLLAK
2xF F .I . RAILGAP
BEVEL EDGES 3/8"
2x4 P.T. TOP RUNNER
6x6 POST W/ 3/4" CHAMFER
IOP (IYP.)
2x6 P.T. MID RUNNER
2x6 F.I. DECK BOARD
2x4 P.T. LEDGER
N., 111=1111=�IM�IN*
I
(lYP.) 2x 10P.1 .
DECK JOIST
1'-9 1 /2"
NOTE:
Gx6 P05T TO BE @ MIN. DEPTH 8' 0" 13ELOW GRADE
•
) 4"
(D
N
N
r4
m
LU c) z
Q =�
AVE.
GRND.
SLOPE
SLOPE LENGTH (FT.)
2%
100
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25
>20%
15
REF: ER0510N AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL,
D.N.R.C.D. 1988.
NOTE: BURLAP SHALL
NOT BE USED.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE ME5H
NOTE:
L r SPACING FOR WOODEN
1 PO5T5 SHALL BE:
j 1) 8 FEET MAXIMUM
WITH WIRE MESH
OR
2) 6 FEEI MAXIMUM
DIRECTION OF WITHOUT WIRE MESH
RUN OFF FLOW WITH EXTRA STRENGTH
WOODEN POST � FILTER FABRIC
WELDED WIRE MESH
BACKNI-1
EK05ION 4 SILTATION N
CONTROL FABRIC GROUND LINE
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
I . .;stone size - Usc M511A ,izc No. 1/;1" to I ") or AAI'ilI1O
dcr "yotion M•13, •,,/c N,) 1/;— to I 1/--) H--
crushed 5tone.
2. Length - A5 effective, but not 1e55 than 50 feet.
3. Thickne55 - Not 1e55 than 51x (6) inche5.
4. Width - Not, le55 than full width of all pomt5 of
ingress or egress. Minimum of 1 2'.
5. Wa5hinq - When necessary, wheels shall be cleaned to
remove Sediment prior to entrance onto public right of
way. When washing i5 required, it shall be done on ,in
area stabilized with crushed stone which drams into an
approved 5edtment trap or sediment basin. All ,ediment
5hall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, board
or other approved methods.
G. Maintenance - The, entrance ,hall be maintained in a
condition which will prevent trackmq or flowing of
sediment onto public rights -of -way. 1 hi5 may require
periodic top dre5511`161 with additional stone a5 condition5
demand and repair and/or cleanouL of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
Cracked onto pubhr rights - of -way must be removed
rnrredlate, ly.
/
/i\ 24" MIN.
EXTRA DEPTH REQUIRED
\�\\/ FOR NON -STABLE SOILS
5EC110N VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT 10 SCALE
rO
0.4
1
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5HOT5
RESIDENTIAL COLLECTOR — LOCAL RESIDENTIAL
NOT TO SCALE
11flP Iio Oil ,J,i
I V 4, NAMI AC AD '.)!Yit3
FILLNAML: Bld5hr_DtLdwg
JOB NO.: C0006 14-2842
ASPHALT
MLAN HIGH
WATER LINE
ICOA.,TAL
VFGFTATION I
I ` , LINE
1 3.5' I
O UTILITY 4
I ACCESS
EIR EASEMENT
5' 1 551 10'
i I CONCRETE I
i 3PIER BOAT RAMP I
�l A----�.---------------------------►---- --
5' DOCK p'•t, N •.
•� 11 aD > • 1 3' Private Access w/ 12' Wide Asphalt
EIR
rA ---- ------ i..,.---------------r---- --
13' PIER i I/
TRANSITION 3'
PIER TO EXIST. GRADE
II
3.5' I
(TALL / HORT) UTILITY 4
/ I \ MARSH GRASS ACCESS
LINE EASEMENT
1 I
I�` I EIR 75, r
AEC
I
1
WATERWARD
EDGE OF
MARSH
PLAN VIEW
SCALE: 1 "= 20'
PANEL B
4" CONCRETE PANEL CAST IN PLACE
WITH OXON 1 O/ 10 WWM - TIE TO
PANEL A WITH EXTENDED REBAR5,
NOTE: CONCRETE TO BE 3000 PSI.
PANEL A
G" CONCRETE PANEL FORMED ON
6 MIL PLASTIC BOND BREAKER WITH
#4 REBAR5 @ 1'-4" O.C. EACH WAY.
EXTEND BAR5 2'-0' ON LAND END
O 11E W11 H PANEL B.
MEAN LOW WATER ELEV. = 0.0'
12%
' • ' � I S%SLOPE
COMPACTED
SAND BASE A• { E}
PANEL "B" 20'
PANEL "A" 35' (TOTAL)
1
I Z} •/ i 1 a '.!�a 1
•
ZIT Sheet 5 of 5
DETAIL SHEET
BLAND SHORES
SURF CITY TWP., FENDER CO., NORTH CAROLINA
OWNER: DR. FRED B. LOPP, DDS
530 NORTH ELAM AVENUE
GREEN560RO, NORTH CAROLINA 27403
(33G) (552-9590
DATE: 1 2/ 1 8/00
SCALE: A5 5HOWN
Parker & Associates, Inc. 5,�ptag HOri2p�s
Consulting Engineers - Land Surveyors - Land Planners
P.O. Boa 976 — 306 New Bridge Street
Jacksonville, North Carolina — 28541-0976
Phone [phone] — Fax [phone]
c.)