HomeMy WebLinkAboutSW7000321_APPROVED PLANS_20010608STORMWATER DIVISION CODING SHE
POST -CONSTRUCTION PERMITS
PERMIT NO. SW 7lW32
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD
Ld
Ld
C/)
H
z
0
cy
d
W
Q
CITY OF NEW BERN 1277
cn
It
SON OLD ASHPALT CURB
—� \
\ I FACE OF `CONCRETE BULKHEAD
/SURFACE 2 / / / ! / / / / / / / / / •ELEVATION ON TOP,.; AND HIGH WATER_ LINE
.OF BL)LKH D 5.0'
\ \ \ \ \ \ �
/APPROx. EDGE OF ASPHALT 1
O 1;
\ \ \ \ \ I r (Lee c F�'
PKNAIL VICINITY MAP
SURFACE 5\
� \ \
/o / w \ \ \
SURFACE 4 /M-' Q \ \ \
IAJ
w
Lli
cl-
a.
A/
Ld / \
LJLJ
Lo \ \ \ \ \ LEGEND
\ \ \ \ LLI `;URI-ACE 1: CONCRETE AND ASPHALT
rrrr/////// r°°\ - .LIr�F.gCC 2: ASPHALT
g
Z: �, \ \ \ SURFACE 3: COMPACTED GRAVEL
SURFACE`S SURF -ACE 4: GRASS AND DIRT
SURFACE 5: WATER
/SURFACE 2///r
PROPERTY AREA
ELEVATION ON VP
OFBU\IIEAD4d' \ \ \ \ z LAND: 148,922f SF (3.418 AC)
WATER: 81,709± SF (1.876 AC)
rPHAS,Er1 BOUT` II)ARY SURFACE 4 /\ \ \ \ o SURFACE 1 /!////////// '///// :. \ Z --
r///r//////r1 EXISTING IMPERVIOUS
a;
SURFACE 1: 9,000f SF (0.206 AC)
Q
SURFACE 2: 56,607f SF (1.300 AC)
OLD FARTHEN JETTY
SERVICE \ �,, ':h I- SURFACE 3: 12,503± SF (0.287 AC)
STATION
BUILDING ///////// APP D
SURFACE 3 NOR'11'i�AR('�t� RONMENTAL EXISTING PERVIOUS
/rrr / / / / SURFACE =� MANAGEMENT W&lQN —
\ems OF OLVA" SURFACE 4: 70,812t SF (1.625 AC)
\ \ Dace ±
POLLOCK STREET
THIS DRAWING RE —ISSUED 06-07-01 IN RESPO,iNSE TO A
DWQ REQUEST FOR 2 SETS OF PLANS THAT IN(..LIJDE THE
DWQ REQUIRED REVISIONS PREVIOUSLY SUBI.IITTED
SEPARATELY DURING SEPTEMBER AND NOVEMBEP\ OF 2000.
0
U
- � e
r 4`.� rjf. •f
S
SHEET 1 OF 3
7 RONT STREET DEVELOPERS, LL(
EXISTING CONDITIONS
AT
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
DATE: _?AARCH 24, 2000 R O B E R T M. CHILES, P. E.
JOB NO; 99093 ENGINEERS AND CONSULTANTS
SCALE: I" = 40* NEW BERN, NORTH CAROLINA
�" 1 ! �� i � ..,Ir ... .... ........ �..r .5`�- r� i,•:r') i:I�S ,'�.' �.�'- e'I.� � 1� �iil i ..:� .,ii.<ik'�e!ael,'17'i.,�k�r,.
. .a: 1 ,:r-i- I _ sue._; _. ._:.+ .. .. r 't.- 31 t ;•i ..;_(_ ,. _.._ : Y:ii,�i_ a J_, +.1 61 +21 -a
0
CM
POLLOCK STREET
60' R/w
LEGEND
E1P — EXISTING IRON PIPE
IPS — IRON PIPE SET
0 CM -- CONCRETE MONUMENT
'_O, — POWER OR UTILITY POLE
OS — SANITARY SEWER MANHOLE
OH — OVERHEAD WIRES
CB — DOT STANDARD 840.02 CONCRETE CATCH BASIN
OH --- --id
CITY OF NEW BERN
* THESE DISTANCES DIFFER FROM DEED DESCRIPTION
TO CORRECT CLOSURE ERROR.
* 505.01' TOTAL (DEED 504.9')
° 223.�1'
\
\FACE OF
CONCRETE BULKHEAD
AND HIGH WATER LINE
SAND FILTER BMP DESIGNED
IN ACCORDANCE WITH NCDENR DOCUMENT
"STORMWATER BEST MANAGEMENT PRACTICES"
DATED NOVEMBER 1995
o °
—OUTLc`T INVERT 2.0' (TYP)
ry
° °
O
° °
W
N
Q
V
°
�
Ln
in
� �
W
(V
M
M
z
1a1
4i
Y
M Q
� a
�
o
°
*
tn
o a
w
a
w
,ELEVAnON ON TOP
Ld
OF EIUb,HEAD 4.8
SAND FILTER BYPASS
z
"--(SEE DETAIL THIS PAGE)
~
Ir '' ELEV. 2.92' ROOF DRAINS
(AS NEEDED)
p
S 82'07'24" F
S
75'06'23" E
Ld
z
147.12'
39.60,
____ -- �1�+�
cc
ART1 N y.fETTY..__________
ir
0'
a
I
PROPOSED RE TAURANT
o
n
SPACEOSCD
i0 SO FT.
F. io,5
I
4200f Q.FT.
0
-
C?
W
00
F.F.E. 10.5' { N PILINGS}
Y
------ 101.76'
32.00'
+
N 80'58'21W
N 83'21'12" W
OR IN
NEIED) I
16123'
S 08,13*58" w
25.34'
0.38' 175' CAMA LINE
NOTE THERE ARE NO JURISDICTIONAL 404 WETLANDS GR .OASTAL WETLANDS LOCATED ON THIS SITE.
THIS DRAWING RE —ISSUED 06-07-01 IN RESPONSE TO A
DWQ REQUEST FOR 2 SETS OF PLANS THAT INCLUDE THE
DWQ REQUIRED REVISIOIIS PREVIOUSLY SUBMITTED
SEPARATELY DURING SEPTI_AIBER AND NOVEMBER OF 2000
2 1 1- 01- 00 REWSE SANI'IL TER DIMENSIONS PER DWO MLR
1 9-21-00 ADD SAND FILTER BYPASS AND DETAILS MLR
N0. DATE DESCRIPTION BY
2
r
W
r`+ : c '. .
x
�•l,N. .
"L
0
1277
146,
NORFOLK
5
a
SUPPLY
VICINITY MAP
PLAN
�Il `��i• `15w 1`:11��'
PROFILE
SANDFILTER BYPASS DETAILS
N TS
BERN
EXISTING BULKHEAD
EL. 4.80'#
SHEET 2 OF 3
RCS NT STREET DEVELOPERS, L
STORMWATER CONTROL PLAN
FOR
OLD HOLIDAY INN SITE
TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY
DATE: MARCH 24, 2000 R O B E R T M. CHILES, P. E.
xe NO: 99093 ENGINEERS AND CONSULTANTS
SCALE: 1 " = 40' NEW BERN, NORTH CAROUNA
. �
r
11 y■�
t.1.�1..-
EL. 5.50'
5.00'
4.33'
3.66'
3.00'
2.33'
10.0'
FIRST BLQ(
8X$)
END WALL
BYPASS
301.33'
OMIT SECOND BLOCK IN TOP ROW PROVIDE THREE CONTINUOUS BLOCKS
AND EVERY THIRD BLOCK THEREAFTER IN TOP ROW WHERE PATTERN OF OMITTING
CONTINUE PATTERN TO MIDPOINT OF WALL EVERY THIRD BLOCK MEETS IN CENTER
JANL I -IL I LIK 1-'LAIV VILVV
RST BLOCK
(8X8
END WALL
OMIT SECOND BLOCK IN TOP ROW
AND EVERY THIRD BLOCK THEREAFTER
CONTINUE PATTERN TO MIDPOINT OF WALL
CENTER WALL: CONCRETE BLOCK, RUNNING BOND CONSTRUCTION,
'
OPENINGS AS DETAILED.
10.0
4.1 3.9'
SAND SEDIMENT
CHAMBER CHAMBER
EL. 5, 50'
5.00'
4.33'
3.66'
3.00'
-- 2.33'
f T Y
I--" FABRIC WRAPPED
4"0 CORRUGATED PLASTIC PIPE, OUTLET INVERT 2.0'
SECTION A —A
C
SECTION B—B (NTS)
8 FT. A36 W8X13 BEAM
15"0 RCP SEE NOTE 1
STORMWATER INLET 15"0 PIPE
WA rd "a I K' w"'
TOS & INVERT 2.33'--, 1-90' ELBOW WITH SUPPORT
SECTION C—C (NTS)
6"
I I I
6"
3
4-#4 GRADE 60 BARS
90" IN LENGTH-j!'
12" ON CENTER
6 pf
2 COVER BELOW BARS
10-#4 GRADE 60 BARS
42" IN LENGTH
12" ON CENTER
12" _ J-- 36"
10'
2—#4 GRADE 60 BARS
24" IN LENGTH
FOR LIFTING
SEE LIFT ACCESS DETAIL BELOW
ONE BAR FOR LIFTING
36" FROM EACH END
t4 UU ILt 15)
OUTLET INVERT 2.0'
309.33' —S
EXTERIOR WALLS OF CONCRETE BLOCK
RUNNING BOND CONSTRUCTION_
HORIZONTAL REINFORCEMENT FOR
CMU WALL EVERY OTHER COURSE
22"t TO
FIRST BAR
(BOTH ENDS)
T
l
REINFORCEMENT PLACEMENT IN SAND FILTER COVERS
(77 COVERS REQUIRED)
NOTE 1: BEAM SHALL BE HOT DIP
GALVANIZED IN ACCORDANCE WITH ASTM
A 123, AND A 325 INCLUDING ALL
APPLICABLE DOCUMENTS, ESPECIALLY
ASTM A 385, AND THE AMERICAN HOT DIP
GALVANIZERS ASSOCIATION
RECOMMENDATIONS. COATING WEIGHT
SHALL CONFORM TO TABLE 1, ASTM A
123-84, BUT IN NO CASE SHALL BE LESS
THAN 2 OUNCES PER SQUARE FOOT OF
COATED SURFACE. TOUCH-UP SHALL BE
WITH A ZINC RICH PAINT (COLD
GALVANIZING COMPOUND) IN ACCORDANCE
WITH AMERICAN HOT DIP GALVANIZERS
ASSOCIATION RECOMMENDATIONS.
6"0 SCH 40 PVC
SCH 40 THREADED PLUG
FLUSH WITH CONCRETE SURFACE
#4 GRADE 60 REBAR
LIFT ACCESS DETAIL
#4 BARS 24" O.C_ —
TER AND CENTER WALLS
#4 BARS
12" 0. C.
#4 BARS
12" 0. C.
24"t TO SECOND BAR
4 BARS TOTAL
EACH END WALL
1st BAR 3" FROM SLAB END
REINFORCEMENT PLACEMENT (BASE AND WALLS)
n
B F
J C E H
A D f G
SLAB REINFORCEMENT
132"t TOTAL LENGTH EACH BAR
APPROXIMATELY 309 REQUIRED
P P R
J� S LL
OUTER WALL CENTER WALL END WALL
REINFORCEMENT REINFORCEMENT REINFORCEMENT
155t REQUIRED 155f REQUIRED 12 REQUIRED
48" TOTAL LENGTH EACH PIECE
THIS DRAINING RE --ISSUED 06-07-01 IN RESPONSE TO A
DWQ REQUEST FOR 2 SETS OF PLANS THAT INCLUDE THE
DWQ REQUIRED REVISIONS PREVIOUSLY SUBMITTED
SEPARATELY DURING SEPTEMBER AND NOVEMBER OF 2000.
I ARFI DIMFNSION
A
1 INCH
B
44.5 INCHES
C
8.5 INCHES
D
4.1 INCHES
E
8.5 INCHES
F
44.5 INCHES
G
1 INCH
H
6.5 INCHES
J
6.5" OUT TO OUT
0
90 INCHES
P
40 INCHES
R
37.5 INCHES
S.
REMAINDER
SHEET 3 OF 3
7F
50
i
# • RF"D -1t
f t. a
o + + -
_
4)'Ti
IL
CITY OF NEW BERM� � 7
=
� f
f
fACl� OF C074GR{3E BU4kHiFAp
SURFACE I ILEVASION TCI — ..&. AND HIGH WATER U►EE ' - — -�
APPRox E4C of AgFFIAtT - {D
rn
LA
Foy VICINITY MA P
\t/
SURFACE 4�
`'
LIA
U]
�—
f LL
.—
�.
W r - `. Ld
Ld
LLFF
-- (1l LEGEND
�k -- ---
CONCRETE AND A.SPHA-
� APPROX. t{)GE OF ASURFACEASPHALT�p1iAl7 ..� � l/� ��� �`� A�
E I COMPACTED GRAVEL
SLJRF
L) SURFACE 15SURFACE : GRASS AND DIRT
I� j•//SURFACE LLA
.,
f r .� ' L, PROPERTY AREA --
Li [iF 61 HCAD ' x LAND, 148, 2+- SF 3-418 AC
r
SURFACE 4.'
WATER- 81,7fli F 1,87 A .
SURFACE 1 ACE 1 r h `' EXISTING IMPERVIOUS
SURFACE 1; ,000f SE 0.06 AC
z SURFACE 2: , 07f SF 1,300 AC �
SERMC EARTHEN JETS ti+ L�RFAC 0 87 '}
T
BUILDING
SURFACE 3 EXISTING PERVIOUS
tU } k{ .--
SURFACE 4: 70381 f SIF (1-625 AC2.f' 5� 0}
SHEET 1 0 F 3
P ALL CK STREET
FRONT STREET DEVELOPERS, LL
5ol CAR
EXISTING CONDITIONS
OLD HOLIDAY INN SITE
S3 6 5 4
TOWNSHIP NO. 8 CITY OF NEW BERM CRAVEN BOUNTY
its/
,••� DATE-- MARCH f]t ROBERT M. CHILES, P.E.
NO, .-_.---- -.. ENGINEERS AND CONSULTANTS
- - SCALE: 1'° = 40' NEW BERM, NORTH CAROLINA
� � I
0
r.
L
i
L,J
1
V
z
o
L�
LLJ
EY
c
LEGEND
x
Vk
Hem 5 80'57.00- �
2.•
0
CITY OP NEW BER14 * THESE DISTANCES DIFFER FROM DEED DLSCRIPTiDN
TO CORRECT CLOSURE ERROR-
50-01' TOTAL (DEED 504.9`)
21 .23' 2-47' 22 3.031 '
7V CAVA L + � �*CE aF COhItRFt1 Bu4Kr��#
VATNON CH WD Kai WRIER LnE
# UULKHEAfi
* a
SAND FILTER HmP DESIGNED
IN ACCORDANCE VATS NCIDENR DOCU P4T
`STORLdWAlrR BEST MANAGEMENT PRACTiCES-
I DATED NO EMUR 105
� r
F
_ (VfLE7 INVERT 2,4' CUP)
� T
Y F cr}
SPiEl- QU4 CONCTILN k*
TH CAP FCA— e o p
iFUTURE U5E
1 4 +A"I
t w
Y
0 0
rti
4 v
r � �
wLa
F o o
JTM CAP JrOR ' +o
FUTURE LOSE +%
ua
k 0
ui
f i
Li
0
i I OI yr
Y 4'
STr1B-UuC0NFJECT+Or4
I 4 p
iH �A� FAR
I
1FI
1 Y
FX NAIL ! ELEVATION UN IOP w
FOUND � F i OF Br 4 biHf-tD 4 z
10
[INV REV, 233'
PHASE i �'f
rl`# RCP ROOF DRAM p
F
r,I+r ' 147-1 ' 39.
O
INV. ELEV. 2. TQfiFLFVS ELEV. - - -- - --TOG ELEV 5.59d-A
k �ER ErJEy Cr
�
_ o �
- - I I PROP SED RE 1`AURA T Pi U �v
�VTTr' T I I
cp
5* I 4200-t SO -FT_ rah
+ F.0 E, 10-5' (ON P1JLINGS) E � ,-
r R----------T1 32 -00* 1
t < I ROOF OR, M 80'SS'1" 1M �. ! 8'21'1' YI!
1$ $ 1 F. 61P1Gi-3'
4801
POLLOCK ST EF—T
60' Rfw
CiP EXIS TING IRON PIPE
IE'S - IRON PIPE SET
Q CM CONCRETE MCINi11v1ENT
raj POWER CAR UTILETY POLE
T SANITARY SEWER MANHOLE
OH - OVERHEAD WIRES
B - DOT STANDARD 840.02 CONCRETE CATCH BAS114
{slr�I�STF S _
E 0513,58" w
2 5- 34'
10-3$' 175` CAMA LINE
NOTE: RtERE ARE F}Q JURISWTIONAL 404 WETLANDS OR COASTAL WETLAWS LOCATfir.O ON THIS 9TE
177,
- - SIT
VICINITY MP
SHEET 2 OF t 3
9
..._
FRONT
STREET DEVELOPERS,
LLB.`
STORIAWATER CONTROL PLAN
}
FOR
-
OLD HOLIDAY IKN SITE
rO NSHIP NO.
8 CITY OF NEW BERN CRAVEN
COUNTY
o0c. VAR(Al.24, 000
O EI T M. CHILES,
P.E.
" ft 99093
ENGINEERS AND O01+ SULIrANT
SCALE: 1- - 40•
-NEW BERN. NORTH CAROLINA
---- 75-7' - -
FIRST BLOCI
sax{
END WALL -
--- — 75. OC' --
309- 3'
a�own
FIRST BLOCK
kraX8
END WALL
OMIT SEGOhEI) BLOCK IN TOR ROW PROVIDE THREE CONTINUOUS BLOCKS OMIT SECOND BLOCK IN TOP ROW
ANIJ EVERY THIRD BLOCK THEREAFTER IN TOP ROW WHERE PATTERN OF OMITTING AND EVERY THIRD BLOCK `fHEREAF: TER
CONT'INIlE PATTERN TO MIDPOINT OF WALL EVERY TH�D BLOCK MEETS IN CENTER CONTINUE PATTERN TO MIDPOIN-T OF WALL
CENTER WALL- CONCRETE BLOCK, RUNNING BOND CONSTRUCTION,
OPENINGS AS DETAILED,
AND CHAMBER
SEDIMENT HAMMER
1�ADE EL. 5,50'
i
5-OLD'
4.3 3'
3 6'
3 00'
-33'
-' 4"0 SLOTTED DRAIN PIPE
FABRIC WRAPPED
4- 4"0 CORRUGATED PLASTIC PIPE, OUTLET INVERT 2-0'
,.L
EL- 5-50'
5- 00'
4- 33'�
3. 66'
+3y- QO' ----
{-33'
SECTION A,-- A
8 13 BEAM
. Norm.....
SECTION B—B
GRADE
3" -
8- #4 GRADE 60 BARB
- 42" IN LENGTH
12" ON CENTER
12" +- - 24FF
7 -00'
4'
8'
2-#4 GRADE 60 BARS
4" IN LENrTH—/
FOR LIFTING
5„ Et LIFT ACCESS DETAIL BELOW
ONE BAR FOR LIFTING
" COVER ER BELOW BARS 4' FROM EACH END
4-#4 GRADE 60 BARS
90" IN LENC7I.1 -
12" ON CENTER
REINFORCEMENT PLACEMENT ENT IN SAND FILTER COVERS
S
i
77 COVETS REQUIRED)
8 FT. A36 WSX13 BEAM
15"0 RCP SEE NOTE 1
TORMWA7ER INLET 1 S"0 PIPE
5 I I
'F
TOS & INVERT 2.33' - = 90' ELBOW WI rH IJPPC)RT
SECTION —C
N ,L..t BEAM SHALL BE HOT DIP
GAI VANIZED IN ACCORDANCE WITH ASIM
A 123. AND A 325 INCLUDING ALL
Af'r'I1C:ABI-F D(K'UMENTS, ESPECIALLY
AS IM A 385, AND THE AMERICAN HOT FAIR
GAi VAN[7FR"> ASSOCIATION
REf,'OUIIENDATIOWS. COATING WEIGHT
SIP'{il CONP-WW TO TAULL I, A3fb1 A
12;-81, 13011' IN NO CASE SHAII BF LESS
I l t N
C,i.GARD' �LlRf'ACE. T�u�l_#l—I.l#' SHAH $f
A '
3'
-.-�--�----T75.7'
37- 51
4A0 CPP
(4 OUTLETS)
OUTLET 114VERT .C'
-' -3 0 9 3 ,' -- —--' - - —
EXTERIOR WALLS OF CONCRETE BLOCK
RUNNING BOND CONSTRUCTION.
HORG-ONTAL REINFORCEMENT FOR
Cmu WALL EVERY OTHER COURSE
- #4 BARS 4" O,O, �
OUTER AND CENTER WALLS
#4 BARS
12" O-C-
\-�'rO4 BARS 'I" Q-- 1 si BAR 3" FROM SLAB END
1 O.C. FOR END WALL
REINFORCEMENT FORCEMENT BARS (4 EA, WALL)
REINFORCEMENT PLACEMENT (BASE AND WALLS)
0
B F
J E H
A D G
SLAB REINFORCEMENT
110"f TOTAL LENGTH EACH BAR
APPROXIMATELY 309 REQUIRED
11
F R
OUTER WALL CENTER WALL END WALL
RENFORCEMEHT REINFORCEMENT REINFORCEMENT
155± REQUIRED 155-f REOUIRED 12 REQUIRED
48" TOTAL LENGTH EACH PIECE
SCH 40 THRLADED PLUG
FLUSH WITH CONCRETE SURFA` C[
s
w r
1MIIIl LIkJI iilGli I A1NT (C010
�r{sI.VANIZIN6 f OIVIP001`JI]J iN ACCORDANC F
WI III AIVILHICAN HOI LAP (,ALVANIZLRt,
ASSt-KrATION RECOMM FNBATkON5.
Q,
6130
SOH 40 PVC
—I
#4 GRADE 60 REBAR
LIFT ACCESS DETAIL
I ARFI. I`NMCNI- iJ N
A
1 INCH -
B
3-6 INCHES
C
8.5 INCHES
D
4-1 INCHES
E
�F
8-5 INCHES
32-6 INCHES
G
1 INCH
H
6.5 iNCHES
J
6-5" OUT TO OUT
0
90 INCHES
P
40 INCHES
R
- T
37-5 INCHES
REMAINDER
FRONT STREET DEVELOPERS,
LLC
STORMWATER COWROL DETAILS
F.}='
OLD HOLIDAY INN SITE
>O N HIP NO. 8 CITY OF NEW KERN CRAVEN COUNT
ll�#: k1ARCH24, 1 ROBERT M CHILES, P.E.
`joe Nor 99093
ENGINEERS AND C014SULTANTS
NONE SCALE: - NEW BERN, NORTH CAROLINA
VICINITY MAP
IEBEM,
CITY OF- NEW BERN
IPS......................................IRON PW SET
IPF .....................................IRON PIPE FOUND
W
D8................................... DEED BOOK I
P6................................... PAGE y
PP................................... P0Ufa POLE f r
R/W .................... .............. T Q1'' WAY I !EJ
RIGH►., !
CMS ................................. CONCRETE AfONUAfEW SET
CALF .................................. CONCRETE #oAVhl ENT FOUND ! $ ^ 1 1
x---------- x-----------x--------- x----- FEA42- UNE
qo�. aw I
Nl)c�c�o
Wit
1
I, • . ......... Director of Planning
of The City of New Bern, hale reviewed this survey
and plat and have determined that it meets the standards
�� h
(V i
of the New Bern Municipal Code, Section 15-15, Article(116)(i).
That this survey does not a new subdivision of land as�j
create
arrnently defined by Section 15-15 of the New Bern City Code.
,
3
........ ��.........
Director of Planning ......
i
3 -31d...
-� ..........
Date
PLAT OR MAP TO
............. REVIEW OFFICER OF CRAVEN COUNTY, CERTIFY THAT THE
:RTIFFCATFON 15 AFFIXED MEETS ALL THE STATUTORY
D`C`CO
REGISTER OF I)ErDS
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
Flied for Registration at - 19 AM/Q o'clock
This 5 day of A 4�12-,A4 las Ae
Plat Cabinet EA Slide . -r. i -(%,r_.___
BECKY THOMPSON
of Deeds/AssistwT/Depu[y
R"
1. TRACT ONE IS THE PROPERTY DESLRiBEO BY DEED RECORDED
AT vrEV VCA.2X e2Y1, A7-P,4EE 850 AND A PORTION O,- THE PROFEkTY
DESCRIBED BY DEED RECORDED AT DEED BOOK 1103, AT PAGE 93.
1 1 1 BY DEED RECORDED AT DEED BOOR CT TWO 15 THE RFAIAIAffW PART O 1103 PAE- PROPERTY DESCRIBED
1
1 3 TRACT THREE IS THE PROPERTY DESCRIBED BY DEED RECORDED
IS 8Oo57,0 1 AT DEED BOOK 1237, AT PA6E5 740 S 743 AND PART OF THE PROPERTY
DESCRIBED BY DEED RECORDED AT DDED BOOK 1103, AT PAGE 93.
—=56 ' 1�
11 12179,E--
1 � � f l 0 1— -
ti490°56—
,�W�t
! I I i north �Y is a/o 2l7 �/ 197-,g
1�� 5 82 °07j �e a1` exsti ctej12.37-�K s
f r f f �i
1 f ?k ! J � % pO f h � O , E kheod S. 740d !�o
147 -14'
1 r v O 24 p j 6 S �ilese `s 9°�
• 55 q�-RES H (UP 4 D
! f �REq wa
(LIMde6. "41-conslyt►co font
4,4e41 (1)
-� h
pO<<O�"� N80°s7r�.,W Al,! lox 7b, ! a Q J
13R78, Mean hq,h Wa
er
More Rir�. -_ J 32 00, 'rh
BOUNDARY SURVEY J-
RECOMBINA TION OF EXISTING PARCELS
FOR FRONT STREET DEVELOPERS, LLC
300 EAST FRONT STREET
NEW BERN, NORTH CAROUTNA
NUMBER 8 TOWNSHIP, CRAVEN COUNTY
SCALE: 1 " = 40'
MARCH 29, 2006
l I 40 :1 121,
95PAPI-IIC SCALE
I, DEMOS A. FORNES, PROFESSTONAL LAND SURVEYOR, DO HEREBY
CERTIFY THAT TWS SURVEY IS A RECOAI BIINATION OF PCR710N5 OF
PREVIOUSLY SUBDIVIDED AND RECORDED LOTS. IN ACCORDANCE WITH
SECTION 15-15, ARTICLE(116)(1), TWS SURVEY DOES NOT CREATE A Sl/BDIVISTON
OF LAND AND 15 NOT SUBJECT TO THE SUBDTVISTON REGULATIONS OF THE
CITY OF NEW BERN THERE ARE NO NEW STREETS CREATED BY THI5 SURVEY,
AM ARE THERE ANY CHANGES TO ANY OaS W9 STREET.
174"W4.,A ................
SURVEYOR
DATE"., � � 0 3 iii?z� .......... .
Dennis Fornes d
�•���pQ`� E E S S p����`'
SEAL
l L-3042 ;
s oQ
y/f rH►1r1 A.
i i ti 1%Mttt���
Professional Land
I, Dennis A. Fornes, certify that this plat was drawn under my supervi,Tion fJWia n tual
survey made under my supervaion (deed descripition recorded in gook.... !I {�P .41e4e !!
, page .................; thckt the b nl#arjes not surveyed are clearly indicated as drawn from
information found i Book. A.; ![dP.f........ page ......................: that the ratio of precision
as calculated & 1 -,X9j OOP E ................. , ; that this plat was prepared in accordance with
6.5. 47-30 amended Wit a my original signature, registration number and seal
this ..... Z 1 . .... day of....�!G!i ........ , A. D. 2006.
Surveyor.... a.-4wi . nom........................... .
Registration no... L ^.? ?.............................
PO Box 12947, New Bern, NC 28561 Tele., 252. 249. 0488
F i -- i ;`.�- - :: t `-' - -�-- �r -� - [ t jr �� .; f i ' 1. T 'r' �,+ i 4 7.'T . 'f S ' ' ;4
�i i�'� i r1� `'�tt -i k -, J a rf I it � i lJ: �i rr.i " Y f�'r ,G'•�' �'$ �.�ia, :' r
•�k}}'• 1,
� .. � i t .. .1 �. 1�.�..4..t,.,,_:SJ.-.. .... .. .......... ..... ... ,... ... .,,..,-, 55i:l. a. N�.1•LJI�11.;iti.�A�414�.L,x�:ICl ."t:4L.f�,Si
#
�
VD
$
R
an
7
K2
§�
%
q §
,
m
'
\�
■
§�
�
7
�
C■
�
�
n
H $
%
C)
q
2 �
§
�
\
,
WATERFRONT REST. & GALLEY STORE
||
|E|
2oPO±oKSTREET
42q
NEW E,NC
||�|
,
#
Ua msNmOP m£G
RNEC O D
OCT 0 4 Z006
I
i I k k
I
+V. ELEV 2.33'-
I
I
DUMPSTERS
1
ELEVATION ON TOP
OF BULKHEAD 4,8'
SAND FILTER BYPASS
1 (SEE DETAIL THIS PAGE)
1 ,,�-INV. ELEV. 2.92'
S 82"07'24" E
L I1 I.I—_�� — 147.12'
II
—L� --- _ ___ — ��------------ ------ --------==------ --------
I I
1 II
I I
EfIRTH1=N; JET-r�, I
1 ,I
I I--JI
II
P POSED l
1 RETAL SPACE ii PROPOSED RESTAURANT
1000_ SQ.FT. I; '
F.F. 10.5' fi F.F.E. 10.5' (ON PILINGS)I
'o I I
� I I
I I
20 0 10 20
RAINS
(ASNEEDED)
ASk
PLAN SCALE
� - 105.92'
J ( IN FEET' )
PORTION OF FRONT STREET DEVELOPERS, LLC
STORMWATER CONTROL PLAN FOR OLD HOLIDAY INN SITE,
SHEET 2 OF 3, DATED MARCH 24, 2000.
REVISED TO SHOW SAND FILTER BYPASS.
DETAILS SCALE
DETAILS
SAND FILTER BYPASS
TOP VIEW
SHEET 1 ❑F 1
FRONT STREET DEVELOPERS, LLC
SAND FILTER BYPASS LOCATION AND DETAILS
FOR THE
300-BLOCK EAST FRONT STREET SITE
TOWNSHIP NO. 8 CRAVEN COUNTY NEW BERN, N.C.
DATE: September 21, 2000 ROBERT M. CHILES, P.E.
I0� „(} 99093 ENGINEERS AND CONSULTANTS
SCALE: AS INDICATED NEW BERN, NORTH CAROLINA
WAVE ATTENUAT❑R
207'-3'
Edge of Dock System
to be on Riparian Line
T3
Four Temporary Tie -Up Slips - 264'-6'
T4 T5 T5
50
T 2 2 77'-9'
- 75'
0
i
T I 3 61'-I1'
PUMP❑ T�
4'-6'x20' GAN WA
e Q e a
T7 T8
r
Two Temporary Tie -Up Slips - 120'
104'-6'
3
/L r 10 9'-la' I I V
'"T 80' - �' A
°
! ! 17
5 '+ -
42' 12 18
6 36' ° I � � 36' 12l'-6'
55' , 19
_ o
45' 45' —�-
7 1A 20
° 4'-6°x20' GANGWA
8 F7
1 ✓ 21
p T I
EXISTING STORM WATER YSTEM 10'TYP
345 6'
— 6' Wide Wooden 6' Wide Wooden
Slatted Sidewalk Slatted Sidewalk
Existing Bulkhead Existing Bulkhead
HARBOR LINE OF THE NEUSE RIVER
In
Co
L
lL
a
I
v
3
U
41
m
f'
LA
x
L,J
4'-6"x20' GANGWAY
-6' BOARDWALK
4'-6'x20' GANGWAY
6' Wide Wooden
Slctred Sidewalk
XISTI'NG BULKHEAD
6' tB❑ARDWALK
3'-6'k20' GANGWAY
Riparian Line
i5 drawmej Con Ins
proprietary Information which 15 Comments. pate: Code: Red:ilarold50nPropertie5Pha5efl Scale: I :40
the property of 50UND Propo5al Layout 03 311 5107 52101 GO 10214
Drawn 6 : T.S.Garrett Fi ure 3.
T MARINE NC. and Shall not be y 9
Additions have been made to plat and labe{�ng by Land Management
A N copied, reproduced, or made Group. Inc iw purposes of regulatory pcnmtt+o that ray e not
I N 4 I I I � p responsible for any surveynng or engineenng worE tier maybe
available to third partle5 repre5entad on this plat.
XCEPTIOi�lAL Y IDESIGIV without prior written perml5ion )i�
r-� hAR�LDSON PROPERTIES
118 Portwatch Way ' Wilmington NC., 28412 910-395-9345 www.sovndmarine.cam from SOUND MARwr INC. FIGURE 3. PROPOSED DOCK LAYOUT
212,40
n
--------_
r
r a �
FLOATING DOCK (WAVE
10
)UATOR)' 8
----------.------
80.25
l— — — j- —�— —
i
42.00
F.00� — 36.00 �.
r
r r
�45.00
r
t
A PROPOSE[)
FLOATING DOCK
4'-6'x20' GANGWA
0
+ + + \+ + + + + + + .+ + oLA
R] + `o ru a N a, V co .II o Q o C. O O O C] O d o
WAVE
ATTENUATORS
Additions have been mde to plat and labeling by Land Moraacment
Grcua,?rc for purposes of replatery pemirlim only. LING is not
responsible for arty surveying or naineering work the nay e
represerted on this plot-
Im
I\ n
Plan View
PROPOSED
FLOATING DOCK
36,00
121.50
t
'-G'x20' GANGWA
0,
SCALE: 1"=30'
EXISTING
FLOATING
+ + + + + + + + + + + + + + +
0� V co �0 00 W a Ln 0 V Qi 10 M W
a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Actual Piling
Depths not
Shown
Cross Section
VERTICAL SCALE: 1"=15' 0 7.5' 15' 30'
0'
HORIZONTAL SCALE: 1"=30'
General Notes
(1)Typical cross section
NOT FOR CONSTRUCTION
FOR REFERENCE IN
m
ENVIRONMENTAL
X
ASSESSMENT ONLY
(n
(2)Hydrographic survey
performed by Robert M.
Chiles, P.E. Engineers and
�ZZ
Consultants
(3)Original drawing of docks
by Sound Marine
p
(4)bepths based on NAVD
1988 datum
a
(5)MLW and MHW
determined by NOAA
Vbatum software for
35.1074N 77.0355W
-6' B❑A
1
USACE SETBACK5123/0-
No-
Revision/Issue
Date
Existing BuThead
�iA
�w
0
LAND MANAGBMHNT GROi7P me
Oq
LM�
F05T Off iCL 50X 2522
MWINGTON, NC 25402
(9 I Q) �152-0001 J
NAVE) 88 Front Street Developers, LLG.
(NWL) 02-05-078
NEW BERM, CRAVEN COUNTY
Proposed Dock
Plan and Cross
Section
CAVA Pernik Appbcabon
ne.
I 1120r07 Figure 4.
�VARJES
City of New Bern
PLAN VIEW
V
CROSS
SECTION
Add:W7
5 have been made to plat and labchng by land Management
Group. Inc for purposes of regulatory permitting only. ih1G is not
responsible for any 5urvey11c3 or enymeenng work that may he
represented on this plat.
--� -- - __..W----�-Area to be excavated
—19905 S.F., -2,446 C.Y`
1
A
Front Street Developers, LLC
City of New Bern
A
j(1
•l
} �°srs""u"tuNT II EXISTING
Rur '•j FLOATING DOCK
i !i,�
_ .. _
aar
l
HORIZONTAL. SCALE: 1'r=50' t mow c
'. 6ti7 I VERTICAL. SCALE: 1"=5' 0
General Not=
(1)Typical cross section
NOT FOR CONSTRUCTION
FOR REFERENCE IN
ENVIRONMENTAL
ASSESSMENT ONLY
(2)Hydrographic survey
performed by Rabert M.
Chiles, P.E. Engineers and
Consultants
(3)Depths based on NAVD
1988 datum
(4)MLW and MHW
determined by NOAA
VDatum software for
35.1074N 77.0355W
(5) Total dregde spoil:
-2,446 c.y.
Na I Revfafan/leeua l Dote
;.AND )s!<AKAGB29= GROUP otc
n.
'do
ry
L v 11G
P05T OFFICE BOX 2522
MWINGTON, NC 28402
(910) 452-0001
Front 5treet Developers, LLC.
02-05-075
NEW KERN, C12AVEN COUNTY
Proposed Dredging
Plan and Cross
Section
LAMA Fermit Application
""OW6107 Figure 5. '.
r— i
VARIES
1
i
Neuse
River
Neuse River
1
Shoreline
(loased
on 1998 aerial photo)
"
j -NA I }
Proposed. �' lI
Marina
Fj r 1
Approximately 4500'
to opposite shoreline
71 t1- � 7E: +�
1:
Neuse River
Shoreline
I .
(New Bern)
400 800
Dock and Marina Structures
and Drawn by,
THIS NAP IS BASED [IN
ORIGTANL DRAWINGS AND/OR
SURVEY IN3=1][RMATION FROMi
- - _-_ -
R❑BERT M, CHIL_ES, P.E.
Engineers and Consultants
MAIZIN E
New Bern, NC
EXCEPTiONaL. B� oEs�cru
Land Management Group, Inc.
Is not responsible for the
��8 ^wi•o�cn ww' 'Y ^�^9��-. 2d. ,29:0.395-93.5 ....so�..p.y.ine,�yn
nC curacy of sold
InFormniloe This figure was
manipulated for permitting
P RELIMINARY
I`L 1 i
purposes.
NOT
FOR C❑NSTRUCTI❑
N •: a 5 :dvc = n r..sac FIZ' a ia� l 5y is is f laraae-.ehc
C^ou , inc for mr'osc5 of r_oulac y per n;:ana only. U-AG i5 not
Project: Date,
East Front Street II/2o/0�
Revision note,
NA
re5�'or,5:ble der arty 5;1�vN^� o; e.'L�cr=,^^;iu uo :;a.:nzy be
epr•__ented cti his -aa:.
,.
LM G Marina
Jab Number.
Applicont: Scale
ef;T' Uan;Y l.c. Applicont 1'=400'
02-05-078
i
En+'Post Office Boxr2522 n [s
wilmingtcn, Nonh Carolina 28-G2 Title: Figure 6. Drawn ey, VLJ
Sheet Numbeor x
'
Telephone- 910-052-0061 Vaterbocly Detail
0
l<
Q
0
"l
C
C
(D
`C
NOTE:
ELEVATIONS BASED ON N.A.V.D. 1988 DATUM
1 VMe=v - V1'�
O fo Uti
.i
a a