19990774 Ver 2_Site Plan_20150410

END OF EXISTING ASPHALT
7
EDGF OF A-
\NCRETE RAMP, TO ' R'__VA1N
EXISTING WOOD GUARD
I DOSI, 1-0 REMAIN (TYP,') CD
co
CL_
C-)
C-)
LLj
TEMPORARY SITE BENCHMAFI,/, 0+00
MARK ON 'CONCRETE"
ELEVATION- 1 00.0'(IASSUMLL))
APPROXIMA­_ SHORE LINE if
App/T()A'/�,
<L
EXISTING WOOD BU[-KHFAD -- -
TO REMAIN
30" PINE
`)H, T FENCE-SEE L FAIL , SHEET C5---\\
EXISTING WOOD -('K
TO R:_,,'AIN x
i q6 B kL
K ',HEAD
(1 J
_:I
71 REMAIN
93,65 x
II
II
E XISTING WOOD D,CK
TO RE AIN
, UpSTP'oo
SITE PLAN - EXISTING CONDITIONS AND DEMOLITION
SCALE, !"=110'
- ------ 92.Ux
-- ---- - — ---- ----------- ------
_/x 97.64
- ----- --- - --- — - ----
x 91.05
x 90.91,
99.98
97.75
EDGE OF XISTING ASPHALT
EDGE OF FXI TING
CONCRETE [ --'AMP, TO REMAIN
I I
50' ZONE 2 NEUSE R1
PARIAN
BUFFER LIMITS
- - ----- _____ 30 t ZONE 1 NEUSE RIPARIAN
AEC
30' CAA 18-UFFER LIMITS
EXISTING CONCRETE RAMP
TO BE REMOVED
SIL T 'E_ L L NCIE-S�'_ DI- TAIL, SHEET C5
L
A I
PPROXIMATE PROPERTY LINE
46" CYPRET
96,99
x
LXI'__'IIING WOOD BULKHEAD
TO REMAIN
Qx 93.1
TURBIDITY C.IPTAIN TO BE SUPPLIED,
I I THE INSTALLIED AND MAINTAINED BY IHE CONTRACTOR.
ox 93.1
--dEXISTING WOOD
TO REMAIN
x 92.11
x 89.43 x 91.
I i x 90.40
NS m
J, I
TEMPORARY S1H[__ET PILE CONTAINMEN, Sy S TEM
SEE BOAT CAMP CONSTRUCTION NOTES, THIS SHEET
0,� /9,
O/ Sjmvc
DOC
CL_
,Z7
GENERAL CONSTP1',­'_'_1(_"4, I
i
1, THE LOCATION
Al"10
I', 10F 'EXISTING UT11_1T1"____'1
SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RLSP(_)N,��'!B)I
:
SHALL BE T_ EXTENTS OF THE RAMP, NO OTHER AREAS BELOW
CANNING THE AREA
WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE F !XT CULT OF
T
ENT INCLUDING THE
-TILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THO'_­,__
T;
HI IN 4 DIFFEREN
LOCATION.
2. PI-PiiSICAL SHE
FE
ISIDE THE AREA OF
NORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING �j
ENGINEER. THE
NOT SHOWN F('1_
CLARITY.
3. ALL- D IST URB-p
JP I N i T! A
SHALL BE R-_-,ECETATED
IN ACCORDANCE WITH THE PROJECT
VEGETAII ION PLAN,
CTI-I'l
4� THE CONTRAST _JI !A
G P THE CONTAINr ' AREA TO THE ADJACENT SURFACE WATERS AT A
POINT INSIDE 1_1
BOAT RAMP CONS It ) iN
1. THE EXISTING A'
�A
AND BELOW THE N HIGH WATER LEVEL. SHALL BE GRADED TO
F'
REMOVE SURFACE :-
T
0 FORM A ON:, :ARM SLOPE FOR THE BOAT RAMP, THE WIDTH AND
LENGTH OF THE A I '0
:
SHALL BE T_ EXTENTS OF THE RAMP, NO OTHER AREAS BELOW
!HE NORMAL HIG A,� F
THE ' I
SHAH BE DISTU
­TTi 1:�
2. THE (,'ONTRk_,i,_�,\ S � �A'
�E
RESPONSIBLE FOR DESIGN, INSTALLATION, MAINTENANCE, AND
,REMOVAL OF THE 'SHE-T
'ONTAINMENT SYSTEY THE LOCATION OF THE SHEET PILE CONTAINMENT
J 4
SYSTEM PRESENT-—, 0' '
, THE CONTRACT
-NS IS APPROXIMATE -OR SHALL BE RESPONSIBLE FOR
THE ACTUAL 0LIA__F,V!__'11_
EHE SHEET PILE CONT_!NMENT SYSTEM TO ACCOMMODATE HIS WORK. THE
CONTRACTOR SHA'_'.
OR OWNERS APPROVA_ A DETAILED DESIGN OF THE CONTAINMENT SYSTEM
�_) �� E_ 'A f
WHICH SHALL BE
"' I � ) � ' k -
i-
J .-RTHRED BY A �)RTH CAROLINA REGISTERED PROFESSIONAL
ENGINEER. THE
G iHE CONTAINMENT SYSTEM SHALL NOT BEGIN UNTIL OWNER
APPROVAL. H1'-
L
JP I N i T! A
OF THE AREA OF WOPK, ALL LIVING FISH, CRABS, CLAMS, ETC SHALL BE
I MME _ DIATlIL_ LY L T I J RNFP
'-,IACENT WATERS.
CTI-I'l
4� THE CONTRAST _JI !A
G P THE CONTAINr ' AREA TO THE ADJACENT SURFACE WATERS AT A
POINT INSIDE 1_1
-
r_J11-dA!N. THE CONTRA -OR SHALL BE RESPONSIBLE FOR THE
HON, OPERA N, ',`N1INANCL, AND REPA
!NSTALLATI OF THE DEWATERING SYSTEM FOR THE DURATION
CT, Ii
OF THE PROJECT,
HIT, REQUIRED CONC,'----' _E CURING PERIOD.
5. THE SHEET
�YT'M
1 SHALL E-_ INSTALLED, MAINTAINED, AND REMOVED WITHOUT
CAUSING ANY DAM" ;1_
AADJACENT DOCK STF-CTURES. ANY DAMAGE THAT DOES OCCUR SHALL
BE IMMEDIATELY �E A 1
-1 IF - CONTRACTOR, A7 HIS OWN EXPENSE,
5 0 2.5 5 10
GRAPHIC SCALE 1"=5'
Iffillillf,41
CA
BEAL
5738
It lit%
u F�j
Proi. 15016

EDGE OF EXIS ING
C mRETE RAMP, TO REMAIN
E XiS H ING WOOD GUARD -
POST, !0 REMAIN (TYP.,�
i
ti
SEE PLAN V1E A�
E
ELEVA11" N- 100.0'%SUMED)—
SILT FEN(l -SEE DETAIL, SHEET
EXISTING WOOD BULKHEAD
TO REMAIN
I
i
EXISTING WOOD DE
TO REV,' - `
Ex LKHEAD
'?EMAIN
EDGE OE EX;SE.ING ASPHALT
END EXISTING ASPHALT
)GE OF EXIS 7 'NG
)NCRETE RAYIP, TO REMAIN
dap ZONE 2 NEU ES RIPgRIA
BUFFER LIMITS ---
EXISIWNIG WOOD BULKHEAD J
TO REMAIN
1
TURBIDIT`r ;UPTAIN - TO BE SUPPLIED,
INSTALLED AND MAINTAINED BY THE CONTRACTOR.
EXISTING WOOD DOCK
TO REMAIN
1
t
t a
V �
v
/ q
a
t�
Q_
TEMPORARY SHEET PILE CONTAINMENT SYSTEM
SEE BOAT RAMP COP STRUCTION NOTES, THIS SHEET t
t
1
GENERAL CONS R( CT,ON `01
1. THE I OCAT ON ANC ELF � �� _ T EXiS1ING UTILITIES SHOWN ARE APPROXIMATE, THE CONTRACTOR
SHALL BE RI SP0NS1CI E R N'viNG THE AREA OF NORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF U T Ii ;L : r INCLUDING THE Li_ _ITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SIHO N IN A DIFFERENT -CATION.
2. PHYSICAL SITE EE UJ �_ S THE AREA OF 14 _ RK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PLL)k `�,lL ��'''�_= NOT SHOWN FOR : ARITY.
3. ALL DISTURBED AF'r AS 'I!_ FED SHALL BE REVE-ETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PLAN,
BOAT RAMP CONST ,
1. THE EXISTING GRt _'L vPCF -
� "v,E BE OW THE NOR', E HIGH WATER LEVEL. SHALL BE GRADED TO
REMOVE SURFACE L
> TO FORM A UNIF(_V
SLOPE FOR THE BOAT RAMP. THE WIDTH AND
1 ENGTH OF THE AREA
RL
F TDED SHALL BE THE
EXTENTS OF THE RAMP. NO OTHER AREAS BELOW
THE NORMAL. HIGH A'A 1, L
t
SHALL BE DISTURE =J.
2. THE CONTRAS TOR ;�A��
t
�SPONSIBLE FOR TI-E
DESIGN, INSTALLATION, MAINTENANCE, AND
t
L'
NTAiNMENT SYSTEM.
t
SYSTEM PRESENTED
4
_r y16 IS APPROXIMATE.
CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ACTUAL PLACEM� XT
S� iEET PLE CONIAIC��!ENT
t
CONTRACTOR SHALE B".'
1
t
DETAILED DESIGN OF THE CONTAINMENT SYSTEM
WHICH SHALL BE PR—_*­-
TURBIDIT`r ;UPTAIN - TO BE SUPPLIED,
INSTALLED AND MAINTAINED BY THE CONTRACTOR.
EXISTING WOOD DOCK
TO REMAIN
1
t
t a
V �
v
/ q
a
t�
Q_
TEMPORARY SHEET PILE CONTAINMENT SYSTEM
SEE BOAT RAMP COP STRUCTION NOTES, THIS SHEET t
t
1
GENERAL CONS R( CT,ON `01
1. THE I OCAT ON ANC ELF � �� _ T EXiS1ING UTILITIES SHOWN ARE APPROXIMATE, THE CONTRACTOR
SHALL BE RI SP0NS1CI E R N'viNG THE AREA OF NORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF U T Ii ;L : r INCLUDING THE Li_ _ITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SIHO N IN A DIFFERENT -CATION.
2. PHYSICAL SITE EE UJ �_ S THE AREA OF 14 _ RK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PLL)k `�,lL ��'''�_= NOT SHOWN FOR : ARITY.
3. ALL DISTURBED AF'r AS 'I!_ FED SHALL BE REVE-ETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PLAN,
BOAT RAMP CONST ,
1. THE EXISTING GRt _'L vPCF -
� "v,E BE OW THE NOR', E HIGH WATER LEVEL. SHALL BE GRADED TO
REMOVE SURFACE L
> TO FORM A UNIF(_V
SLOPE FOR THE BOAT RAMP. THE WIDTH AND
1 ENGTH OF THE AREA
RL
F TDED SHALL BE THE
EXTENTS OF THE RAMP. NO OTHER AREAS BELOW
THE NORMAL. HIGH A'A 1, L
F
SHALL BE DISTURE =J.
2. THE CONTRAS TOR ;�A��
E_
�SPONSIBLE FOR TI-E
DESIGN, INSTALLATION, MAINTENANCE, AND
REMOVAL OF TIME SHL` T
L'
NTAiNMENT SYSTEM.
iE LOCATION OF THE SHEET PIES CONTAINMENT
SYSTEM PRESENTED
4
_r y16 IS APPROXIMATE.
CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ACTUAL PLACEM� XT
S� iEET PLE CONIAIC��!ENT
SYSTEM TO ACCOMMODATE HIS WORK, THE
CONTRACTOR SHALE B".'
1
OWNERS APPROVAL -
DETAILED DESIGN OF THE CONTAINMENT SYSTEM
WHICH SHALL BE PR—_*­-
`1 ERTIFIED BY A NC ~
-H CAROLINA REGISTERED PROFESSIONAL
ENGINEER, THE INSTA. '_A
�[.
HE CONTAINMENT �;
1TF_M SHALL NOT BEGIN UNTIL OWNER
APPROVAL HAS BEEN _)B'Al'Nr,
.
3. UPON INITIAL DEWA
N:
T= AREA OF WORK,
ALL LIVING FISH, CRABS, CLAMS, ETC SHALL BE
IMMEDIATELY RETURN ' �
X�)'ACENT WATERS,
4. THE CONTRACTOR �
L _
_h" R THE CONTAINED
TREA TO THE ADJACENT SURFACE WATERS AT A
POINT INSIDE. IHE T E��;
)
LAIN. THE CONTRACT:
F SHALL BE RESPONSIBLE FOR THE
INSTALLATION, OPERA N,
MA ',
1- NANCE, AND REPAIR
T THE DEWATERING SYSTEM FOR THE DURATION
OF -THE PROJECT, !N( : F
XT '
REQUIRED CONCRE_=
CURING PERIOD,
5. THE SHEET PILE ��J Td's "�
� ��YSTEM SHALL BE
`,STALLED, MAINTAINED, AND REMOVED WITHOUT
CAUSING ANY DA.MAGL T(
~`
T . AGENT DOCK STRL;
-URES. ANY DAMAGE THAT DOES OCCUR SHALL
BE IMMEDIATELY REPA r . �
i"- CONTRACTOR, AT -
' OWN EXPENSE,
GRAPHIC

102
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
0 +70 0 +60 0 +50 0 +40 0 +30 0 +20
0 +10 uu +uC?
A L_ONCITUDINAL SECTION n BOAT RAMP
C4 C4 HORI ZON A- SCALE- 1 " =3'
VERTICAL SCALE:
--- EXISTING MOOD BULKHEAD, TC REM,41N
B DETAIL_ PLAN VIEW BOAT RAMP
C4 C4 SCAI__L 1" 3'
L RAMP. TO RLMAIN
SEAS.
\15735 t S
'v
a w %
Proj: 15016

i
I
I
v
i
NC
-, AJIVn nv-, i Lv Jvuvi \nui_
A CONCRETE RAMP SECTION
54 C5 NOT TO SCALE
B CROSS SECTION 0 BOAT RAMP / - __'!CK
C4 C5 HORIZONTAL SCALE: NOT TO SCALD=
VERTICAL SCALE: NOT TO SCALE
3'
SELF— ANCHORING
METAL POST @ 6' G.C. M,,
— 12 GAUGE 0 X E 'WIRE N= _H
— FILTER FABRIC'
-- 8" BURY
FL�
SIL T FENCE
C3 C5 rJ0 TO SCALE
MAINTENANCE:
INSPECT STRUC 1JRf
A FT ER A' LEAS ^, TF'F
RAINEA\ EVENT.
_�. REMOVE SEDIME' IN
IT
FENCE PRIOR TO
MAXIMUM DEPTH OF r
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACT IVIT!ES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED JBED
LIME 1 -1/2 TON PER ACRE
FERTILIZER 1/2 TON PER ACRE
SEED
RYE GRAIN 50 113S PER ACRE
TALI. FESCUE 1070 EBS PER ACRE
MAY THROUGH AUGUST.
CLNTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RIE WHICH TNk 1 'N5 .
,E
APPROXIMATELY ?5% COVERAGE OF THE SEEDED AREA, THE S
'AW
AND SOWN SEED WILL BE LIGHTLY DISCED iNTv Tit B\ TO
1, Ti FURTHER RESISIANCL TO BLOWING AND WASHING THE
CONTRACTOR SHALL GUARANTEE ,A FULL SIAND OF GRASS C'J
'E
THE ENTIRE DISTURBED AREA. IF NECESSARY THE CON TRACTOP
ffiLL
WET DOWN THE AREAS TO ASSIST IN SEED GERMINAL!ON OR F�
IN
GROWTH IN TIM\ OF EXCcSSI`�fELY DRY 'WEATHER. A STAND C:
GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE `,
'1AD
OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVE_
AT
LEAST 95% COVERAGE OF DISTURBED AREAS, RESEEDING WILL
�.
REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE
SPECIFIED STAND OF GRASS.
THE ANGLE FOR GRADED SLOPES AND FILL SHAFT BE NO GREA 1R
THAN THE ANGLE THAT CAN BE RETAINED BY VEGEFATIVE COVER ')R
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. '
ANY VENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CA; ENDAR -A,YS
OF COMP_ E ?10N OF ANY PHASE OF GRADING, BE PUNTED OR
OTHERWISE PROVIDED W1!1111 TEMPORARY OR PERMANENT GROUNF!
COVER, D \ICES, OR \RU \ORES SUFFI�;IENT TO RESTRAIN ERA. ON.
ADDITIONALLY, WITHIN 15 'WORKING DAYS OR 90 CALENDAR DAY`:
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHOR P),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
D VEGETATION CLAN
C3 C5 NOT TO SCALE
LAIJ I IIVV Jai I I JIVI
SA'v I' iT -T
OIN IN SALNT \
I
3%8
- J____
311 „
�i F /
1 -OP OF SLAB
f
12 DIAMETER BACKER ROD
SAW CUT
E T YICAL CONTRACT ION LC'INT (Cj)
C4 T5
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C+A00 ®p
.,r�y • e
SEAL