SW8060103_APPROVED PLANS_20080610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT
�BlD3
NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
WYYMMDD

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LEGEND
NOTES:
r_ ... - , __ `'. t-_ --�. --- _' __-'- _ - _ -- - .� l��i 't-1.11�Ll •� Feu.;.-:��:�: ��'1-: ftt�1 .•i i.:L.�
4
= pt. = point
ASPHALT
DRIVEWAY TO MATCH
OLD U. S. HWY. 70 -- NCR DRIVEWAY
R/W or R-O-W = right-of-way 1. UNLESS NOTED OTHERWISE, ROOFDRAINS EXTEND EXISTING GRADE ELEVATOR LOBBY FFE=7.08 (SEE DETAIL..
Old Causeway Road } 05/C7
C/L = centerline BELOW GRADE, BELOW AND UNDER SIDEWALK _ - -
ELEVATOR FFE=3.08 � MATCH XISTINIG
EOP = edge of pavement CONNECTING TO SAND FILTER. LOSET ROOM=7.08 / 62' R/W } ROAD GRADE
P.P. power pole MACHINE RM FFE=8.0 \
2._ 6_ 5 R
1VCSR =North Carolina Secondary Road _ �
+5,0 =existing spot Snot 2. CLEARANCE BETWEEN SAND FILTER AND COLUMN AND :_ ...
X�p = proposed spot shot FOOTING IS CRITICAL. _
CONTACT ENGINEER IF ANY DISCREPANCIES.
-�
EOP edge of pavement
FFE = finish floor e#evat;on
3. ENSURE SANDFILTER AND `;EDIMENTATION CHAMBER -5.-5� .
TBM = temborory 6ench-r!a,-k � _ . _ _ . " . . - . " _ ` . � . � - x _
�mbe "A.UL.TS ARE COMPLETFLY 1� / TERTICHT. GROUT AND _ X5.50 -- . X5.50. I p.l. parcel :oer1;flc .° nr: n r v -
• = existing piling location SEAL AROUND 6 LINES IN AND OUT OF TANK.
1
■ = Post, old wooden bulkhead �� Q� i = i L = J •.
INV = pipe invert / ��� /�, ROOF I EADERS -
( 1) 6, 10'-6'PVj:'K,50%. . . . . . . z
■...arrl�r . _ ■■wrrr�w i SEE NOTE 17-1
30' CAMA LINE / 75' AEG 7.
�___ ;r
1 / I"L10_ ,2`. 8'-6'PVC@0,5 • - - 6.90 SPLASHOUT
PROPOSED Pvc sTORM WATER :;:OING $0 _-- _-- 2"CONDENSATE 1 _ - �_.. FFE=7.11
P
x 5'-6'PVC@0,50r.� �• �__�__ _ - ON GRADE
/ FFE=7.11 .10 30'-6' PVC @ 0.50% --- ----- --- - LINE .. w
22 :. -- .. �. x7,00 .00 ti,•:.. x7, x 0 n'-6' PVC@0.50% -� N .61
EXISTING CONTOUR x�:8 x x7.00 x7.00 F . I m .)f ►.
` /. TEE _ T n SS, © 6 �.
/ p' 69- 6. fi I s 0 0 a �6' �-
RROPO5Eb CONTOUR / o 7.001 �' A ,G .40 6,6 LC �• 0
CD
i / CII o S
EOP 1
/ 'rti I i 110
EOP / °S ha p G 0 �•
A VI
I 0 ..
o•
/ a� h
_ II � I I �• � FILTER 3
I o0 ❑ ❑ 5.35 SAND IF LTER 1 9 5 . .25
�- D0� r. ' ,� h 74.3 --- �.--- 9 75 AEC LINE- 'III - --- _ i 6. -
}.
ILO- _ _ s to
6.25 6.25 !NV 1f�T 8.25 I
-� ' I in z N ;� A 's 6.25 C_4 h L = 5 3 6.25 �SPLASHOUT
■■■� V OUT-3. ON GRADE
(TYP j0 } w 5 35 HP 6 s.25 SAN D FI ERS P .25 --- p. - _-�
Q O j �- 0, I ��. G' (S 2/C- ) h�I i 6"&4" pVC ® 4% .
OP 6.25 --T 57 I .
o B IN IN .3 J� 6 65 �° .140 •i s
i o INV UT=3 3 6.6 Q fi.4 JG s
713
.00 6.40 `c l ° p 7.00 700 e
EE g �rQ
{ ,' V J < 5 CEO" VC3 "-6' PVC@0.50'-.�f �' . .EC LINE ' x7.00 --r ------ .........,. --- - - . -. -�
-. .- -- - . . �-- rL .& . - - 30 CAMA BUFFER LINE
A_ EXACT x x L NE • `,� . : t '
Z P T: S P.L'A5 HC3LT
COLUMN LAYOUT 0 E ON - GRAp�
(SEE ARCHITECTURAL - 4af1.. QP G h{ E(TYP-7}
_. -.-- & STRUCTURAL) # (.TYP'- ` 11. LOCATLON-S QF-COLUMNS.SHOWN
W > _ . . . . . . . . 1 F'4R. `REFERE-REF_ i�� ■ .
CD
U
�, �. SEE .ARCH . XS
duo - - j ❑ o x . x - _-- -. . rig.;..... ;.
}, \ 1 "J
37
1
V / • • _
I \ lam;
-- &4 PVC ( 2 QUTLETS \ EXISTING �. ( }
_T INV=3.0 \ (2)OUTLETS BULKHEAD
INV=3.0 EXISTING
JC} I _` :.\`'� �. BULKHEAD
c-� a
e CONFIRM TOP OF FOOTING ELEV TIONS WITH (2)OUTLETS
I _
- ❑ , (6) BACKFLOV� INV=3.0
D� EOP l �
0
STRUCTURAL DRAWINGS BEFORE NSTALLING &RSCREENEDFCOVER
SAND FILTER TANKS.
3
C-4
TYPICAL SAND FILTER
PLACEMENT DETAIL
SCALE: 1 "=10'
h--
C 5 0 10 20
WHERE 6" PVC ENTERS IN
TANK ON SHORT SIDE,
ENSURE PIPES ARE AT
CENTER OF CHAMBER
AT 5.3
,C,
i
0
0
11.78 o
SAND'
---
Standard Cover Dimensions
E
NOTE: SEE STORMWATER PLAN 1 /C-4 FOR DIFFERENT
INVERTS FOR EACH SAND FILTER 00
__ - --_ -- 2 4.5---
GRATED COVERS INi
F::-OW ND FRAMES
t,24Totai-2 Rowsof12) I �
SHOWN FOR REF. ONLY) �, V, C
OEM
E
0
R-1-
MEME
0
Mamma
SOLID COVERS
AND FRAMES
24Total-2 Rows of 12)
SHOWN FOR REF. ONLY)
PLAN VIEW
SCALE: N.T.S.
- ' A'
Dimensions in inches
Catalog
Igo. ----------- A B C Type A Type C Type D
R-4990-AX
8
1112
6
x
x
x
3/'6„
MAX. GAF
R-4990-BX
10
1 1/;9
8
x
x
x
rl- - 7_
R-4990-CX
12
11/9
10
X
x
x
R-4990-DX
14
11/�;
12
x
x
x
I °
R-4990 EX
17
1 11;
15
x
x
x
R-4990-FX
20
1 1/,)
18
x
x
x
R-4990-GX
23
1 1/?
21
x
x
x-
d-
R-4990-HX
26
11/?
24
X
x
x
a ��
��► R-4990-KX
33
2
30
x
**x
x
►. 1
OR EOUIVALENT
- .
2.
�D 0.2 I -0./ 5 � �{). 58
SHEET 2` PVMT
PVM I FLOW
COVERS SPATES; COVLRS (So",D, -4
�-
1 J `j' �I �. g' I EMERGENCY OVERFLOAf PIPE
" a
� P I � PVC �
4C00 P.S.I. CONCRETE 0,5 Y­- ) TO.� --- INV OUT
- - 4.4 I alvo SANG
CLEAN -OUT VOL UMF V
ADD PERMANENT NCTL I 1 SEDIMENT SEDIMENT fll77RAT� N FrRAN
TC INS i CHAMBER CHAMBER C}�AMSEf� Ct, MB O,ITLALL PIPE 6" PV
INSIDE OF TANK F
- 'NV OUT 3.3 3 TYP.;
TO C EAN OUT SEDIMENT l
CHAMBE AT ELEV.=4 4 --- a l- --
�.O { .-Z F�. NAGS "
/2 " F�F i�,�R- . -2 ` l �GR , F {F At�RIC WRAPPED)
6" C.C. FA. `f`dA OVER ENTIRE GRATE OPENING
SECTION A -A �
SCALE: N.T.S. ULEOTF(,rl FIF LER FABRIC
-21
ENSURE COVERS {1 5T' � �� 6 i YP i ��'� ? YP;
ARF- FLUSH WITH TOP OF INK�-
- - ^- - - 6.25(FF ELEVATION)
58
--4.8
ti ,7 C) ITFAi I
EXISTING
STORMWATER PLAN
SCALE: 1 "=20'
20 10 0 20 40
METAL GRATES AND FRAME
(TRAFFIC RATED)
R-4990-KX TYPE 'C'
(SEE TABLE THIS DETAIL)-
NEENAH FOUNDARY COMPANY
PH [phone]�- -�
(OR EQUIVALENT)
SHEET FLOW
INV S
_. 168
(CON,'
r \� - q -r iIER 1
d ---- - - +,
_ c,:�r I) ELL 0F= 0P GF F0)0SEDiMENTAT ON- - - -��-
J.S, ,r F, ECS, ,) CHAMBER-.
SECTION B-B T, _.._, vvAlLl�
k
SCALE N-T-S
ENSURE CRATES i 5 -Y V1 17"I�)
ARE R USI WITH fOP OF IANk ~
- - 6.25(FF ELEVATi:_'N)
-- ^�-4 r
' 0
�_ ii a . ed ° • n .�
. .
a°
d • ° d a )) [[
5.5,PER ECS, F - 2005
SECTION C-'C - GROUND WATER
SCALE: N.T.S.
;METAL SOLID COVERS AND FRAMES
;(TRAFFIC RATED)
R-4990-KX TYPE 'D'
-'(SEE TABLE THIS DETAIL}
INEENAH FOUNDARY COMPANY
PH [phone] _.-
,(OR EQUIVALENT)
EMERGENCY PUTFALL PIPE
i T CIHAMBERS
Q' SAND
0 U '
v --SCREEN ,',,)VERED WITH
F,L 1 l= R ` AF<RIC
1 I�
II
END VIEW FABRIC
;r NTIRL PERIMETF I.
F SAND IN FIL TR -kON CLAMBER)
SCALE, W T.S.
#1 SAND FILTER DESIGN_
-nP (Ms)
z
CL
G
: a
N
C'S
J
N
C
a,
c
W
d
Z
az�
x�z
w�
w�
�
A
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x
W
Sao
EXISTING STORMWATERI
PLAN
2005416
ISSUED: 05 JUNE 08
DWG BY: JPM,LSA
CKD BY: LDD
REVISIONS
SHEET NO.
C-
4
Or 9
a
- T • r .r , ! t 1 t ...r. S c '7 -, II rr.ff �,, ,IT. �,, �, .
�-,•t. �'1`:I" � i. 1 �;if frl•i•:r ,j• 11 ��' f.
j r -i + •t r f 1 f f � o� 4 �

BEAUFORT MOREHEAD RAILROAD
exist ng_ rcilrocd tracks
L�� r,!Iroad tracks
DIS�!JR13ANCF
58,y65 S.! -- 1.35 ACRES+
�RL:4C'. '�r i�P,AINAGE
r�74 S.E.
, Z , 0 S.F.
4 1, 326 S. F.
D 1,76 7 S. f .
G 15,215 S.F
EROSION CON_TRO-1 D-EV'ICE SYV _`� ND
L,MITS OF
DISTURBANCE.
I
- ----
AREAS OF
DRAINAGE ■■■■■I
2 674 L
DIRECTION OF ! ��
RUN—OFF
F---- —
CULVERT !NLE'f PROT C�IUNf, P
j SILi FENCE
CONSTRUCTION F.NTR.AN{;F l CE QVV
E— -- a-..-- -- — ,
PERMANENT SEEDIN(; I ) I
TEMPORARY SEFDING VTS
EXISTING EROSION AND
SEDIMENTATION CONTROL PLAN
SCALE: I "=20'
20 10 0 20 40
�
z
W
A
�
�
zx
�
x�z°
wU
w�
�
A
H
per' -,mow
Sao
EXISTING
EROSION &
SEDIMENTATION
PLAN
2005416
ISSUED: 5 JUNE 08
DWG BY: LSA
CKD BLY LDD,RMB
REVISIONS
SHEET NO.
C�_-5

■
0
i
i
t
In
n�
I I
I
m
i
Iro'-3 1/2"
2%s\ SPA DECK PLAN
J SCALE: 1 /l 1'-0"
(PREVIOUSLY PERMITTED BY CITY OF MOREHEAD
CITY AND CAMA)
NOTES
25' SETBACK
1 5' RAILROA[]
R-O-W
IRON — -
GATE
ral� rl.� R-iZ.IM� Is
1-
SETBACK
25' SETBACK
0040
EX#STING 3-STORY CONDOMINIUM 0000 ,
Fl E7_EV.=7.a 000 0 —..
- � —75` AEC LINE— �"'^ � �
L '� ....
'
/ I I
000
0
I
Ir
FENCE NOTES:
I LOCATE POSTS DOWNSTREAM OF FABRIC TO I IEI.P SUPPORT FENCING
AND AT A MAX- DISTANCE OF 6'O-C. W10 WORE MESH AND 8'O.C.
W1 WIRE MESH-
2- BURY TOE OF FENCE APPROX- 8- TO PREVENT UNDERCUTTING.
3. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN TO A SUPPORT
POST AND OVERLAP TO THE NEXT POST
-
4. OPTIONAL FENCING ACCEPTABLE IF APPROVED BY
APPLICABLE AUTHORITIES
Fil. TER FABRIC SHOULD CONTAIN ULTRAVIOLE T RAY INHIBITORS
AND STABILIZERS AND SHALL CONFORM 10 THE FOLLOWING'
FILTERING EFFICIENCY' 86M.MIN.
SLURRY FLOW RATE: 0.3 GALfSO.FT,IMIN (MIN)
I ENSILE STRENGTH @ 2l ELONG,7 30ft,11N.IN. IS I ANDARD)
504(ONTN. (EXTRA STRENGTH)
USE FENCE. A OR B
WIRE TIES METAL STAKE kA B
2 PER POST
E
x
14 A: STAN CARD 61 RENG I IT I -1I B. EXTRA
FABRIC OVER 14 GA. I r
l WIRE MESH. LJ .STRENGTH FABRIC
SECTION 1-1. EVATION
TEMPOSARY SILT FENCE DETAIL
23' SETBACK
-- -- Op
' CRASS ARC
L--- _----------- --- ---- - --_
------------ -- -------- -------- ----------III-_ - - ---�-- ----- - --------
------------------------------- ----------
---- - --------- -
---------------------- - - - - -- -
11 R; ---- -- -- -- ----- pU -
I 8PNL;KS T `0 LINOF LINTS = - 6 �� H W
FAR SETBACK— -- -_
sPLASHOUT I S/w 3' OFF 8LDG / ___ S/w 2' OFF RLDG s'�r-� OFF SLOG nRAL��, AREA NEWLY CONSTRUCTED
ON GRADE 1 = _
BULKHEAD STAKED BY CAMA
XISTING DEVELOPMENT
- ALL PLANT MATERIAL TO BE FIELD ADJUSTED
- PATHWAY LIGHTING TO BE INSTALLED IN PICNIC AREA AND ALL PATH AND
SEATING AREAS
-- IRRIGATION SYSTEM SHALL BE UPEIT TO ACCOMODATE NEW LANDSCAPE DESIGN
ALL WALKWAYS TO BE 6' WIDE OR LESS, SLOTTED LUMBER DECKING
ALL TABLES, BENCHES, AND GRILLS TO BE MULCHED.
GRAPHIC SCALE
1 " = 30'
30 15 0 20 60
�_� ~S 2 7' 18 �N �
MHW 69° LD EW LANDSCAPE AREA
MHW—\2(�
OUTLET
INV-3.0 U--__-_--
w// BACK FLOW -- --- _
=REVkNTOR FLAPS I'_I -
& SCREENED COVER -
LAM OF LANDWAYM
NEWLY CONSTRUCTED BULKHEAC DE URBANM 1Z827 SOFT.
W� �W SST �E
STAKED BY CAMA
EXISTING MHW
BULKHEAD MHW
MHW oe
WALKWAY (PERMITTED BY
CAMA WITH DOCKS)
BEAUFORT HARBOR
MORGAN CREEK -
_ - ��_ SC WATERS
SA WATERS
APPROX. EXIS7NG SHORELINE -
EXISTING WOOD BOARDV" ASK
AND FINGER PIERS
CONSTRUCTED PER CAl
PERMIT NO. 51089 —
4
EXISTING Vil BOARDWALK AND
® FINGER PIERS CONSTRUCTED PER CAMA
PERMIT NO. 51089
1 '' PER 20' /
SLOPE FACE OF
BULKHEAD /
FACE OF
BULKHEAD
CONCRETE SPA DECK.
SEE 2/SD-1 FOR DIMENSIONS
LANDSCAPE LEGAND
CRAPE MYRTLE
WINDMILL PALM
® LIVE OAK
SAGO PALM
TREE FORM LIGUSTRUM
PITTOSPORUM
WHELLER'S DWARF PITTOSPORUM
® DWARF YAUPON
MAIDEN GRASS
INDIAN HAWTHORNE
CAROLINA JASMINE
BLUE PACIFIC JUNIPER
00 PERENNIALS
ROCKS OR BOULDERS
6' WIDE SLOTTED LUMBER WALKWAY
--- - -- - PROPOSED FENCE
PICNIC TABLES
r CHARCOAL GRILL
BENCH
L P J G E N, D
MWH =
mean high—water mark
0 DS =
downspout
R/W or
R—O—W = right—of—way
FOP
= edge of pavement
FFE =
finish floor elevation
•
existing/proposed ,oiling location
■
post, old wooden bulkhead
30' CAMA / 75' AEC LINE
WATERS
I
LOWLAND
MARSH
LD LD
;_ MJS 3� DISTURBANCE/NEW SILT FENCE
SPA TOILET000000
SPA
Uo ==-_ - E
/
J�
g 1
�
HIGHGROUND BOUNDARY
l f
1
APPROXfMATE SEPERATION BETWEEN
e e,� MARSH AND WETLANDS FROM SURVEY
„w
S 195 SQ. FT. DECK AREA
1g.55
MARSH
NEW WORK LANDSCAPE PLAN
1
mm
V \
�
�
Z
ZE­4
x
w�
w�
�
�
A
�aQ
�
�
x
w
�
�
o
NEW WORK
LANDSCAPE PLAN
/
2005416
ISSUED: 05 JUNE 08
DWG BY: MLR,CLW,LSA
CKD BY: LDD,RMB
REVISIONS
SHEET NO,
SD-1
OF
J
� 'e �!ii`i,i �i-a Y.� �f. -.! ... .:.5 ... �.-?.i �.rrl_7s-eys iil �i i�f.�, f���..4 .1!1.+`. •J�t,. l. .. .

BEAUFORT MOREHEAD RAILROAD
Cr D BEAUFOR7 trr {g Q
Q_ 015 0 HARBOR — -.w _ -� NEWPORT U
Y _ - LL L 1n
� RIVER
10
i a SITE
1Q
(Y
Z -
a {Old Causeway Road } d)
N.C.S.R. 1205 s s OLD U. S_ HWY. 70
*ar° w h01 EOP { 62 R/W } /1 • �`,9 �o� �t EOP
{ Pave }
Old R/kY of U.S. Hwy. 70 e
. 4�
before intersection construction �-�J/ 19 rock t 1 x �6'+ ��Qo� �� �54 m (A�1y
1 IL
+ I s N 88'56'44"E 145.17' # e� d> m u_JI
4f.54N 89'00'00"E f
r1ce we �) zz
106A0' 119.00 �, to + + 80.60TWI e+� a o Y Q
to 9.v14./ocic k �' 0 5 ids I> _ m w an p
y A
r VICINITY SKETCH �.,� : ,� ao .� n
t,i* w a
' NOi TO SALE grass �� + . _.......`� �� s6 asphalt porkin� 6)I �� }� of d Z ❑
/ aZQ
/ 1' >�ros5 O O 1u O
{ )kro 51.0' rock 00 p o
v' 4 `° rL� �E one story block building � �� 2 0 I
front is brick } 0 Ey p r +y 1
y fa ui r �'' 18.6, IF1 6 3 � (�1 to
I r c_ tl L m r s2nd story _ r- +Y,e U O O QfaCO 5.4 +�+ O gross
> + rack
T
6.0' a
Slob
`��
,�'Onc
���, Q 2.6_ o,.co of SURVEY FOR
o 'a 1Xj 24.0 # �>Q M d z
O 1 E J E C tr a i Yl
e'A .� x �c6 s RADIO ISLAND DEVELOPMENLT _ �z_3=,��:,��_
otrT �p ass p,j r9 S9 �o . � ., r ; � a r ;
in
rock en 5� f� 4 COMPANY LLC ..L��_�t.
"caw O 9 . tf1 _
- .! .. c6atn . Wfk . fexl� . .� r�T+. • r� i•`i i'- V
O v S 89'00'o0'Tf dr�p�r0 O. O Q �' - Vl O `! y > L.7
i 225.00' S Pot op. `;> + �i „< �' ��. S > MOREliEAD CITY CARTERET COUNTY, N_ C. �; rZ a a
O '� or s6� yo3rIt- - �ss�� O, �15 � �� AUGUST 31, 2005 SCALE: 1" = 44' rf�j vi W
` �y !y p W. D. DANIELS JR, _^
W iiV � Q 'TyPtCAt.: 0.
W N PL5 { L-2673 )
oc
CZZ N r•. _ .� .�. P. O. BOX 163 U
DAVfS. NC 28524 '
o
-3 PH.: [phone] (voice/fax} z ass
Z cr- 0 � e-mail: joderb§storfishnet.com � 7 �
9 tin
O
ry 0 v -�
QA
LLJI
■ s ,rr to t f^ • � •9j
l o Q
.6n
- x .tee
tali 12t16 r r r_• I,.r i' _ _ Y i 1 0 LLi Y -
-� . r • ,� LiJ _ is '
0 o O l O t O l O f 0- 13
- e 1 i • rock N •
ace
' V(C[Nrry SKETCH ; }.i' o Area Notes
N r�
�/ t g, rI • 1 Being all of Lots; 3 through 7, d portion of Fort Macon Drive, a 15' strip east
6 rt•9'�•% t� a ar000a•r • � �.�
SUBDIVISION SURVEY FOR O • Z 1 /of and adjacent to Fort Macon Drive, ❑4 as recorded in Map Book 1, Page 237
_ k i .y-� I _ �'� r F r., L� 4 1 j T ,� Zs • l / } y 9 P
_ _ + BREAXWATER SPIT of the Carteret Count Register of Deeds and a portion of
j EFJLLJFaRT HARBOR i, `� I , � l t .
1 r
{ , ` . .. * L - y +�'• �8 the land south of and adjacent to above referenced property and an undeveioped
z �_ gcj' portion of inlet Drive.
2 7R2;* - a" r I lnt ] . �.0 7. P.(�., a FOR M~ 0+& - - ( -
4 { � ¢ rock S �p5•
rJr tr + try-tPn.. 5t�a.rrn ,r ft-OW to r� bs 1~ 257 ..e �
�— y" eM Ova, 1. PW tta r u. a.rr r-.* t4+. a O... �
0 - ! ' so- tr bd stwo « .ul... tv .&- r..- a.o.� � i � � 713 ' ! N I A � Surface Areas r�,c�o an• uKrtA[, COUNW. r,. i f r} - +� - 2� �" ash - V L
Lg p .� ,t. ,• _ rm �9� 8' � p5© Building footprint 9,440.3 sq. ft.
KSc�1W' ...-, + � r S 6 Concrete slabs = 2,$67.7 sq. ft.
oe of Sheds = 122 sq. ft. 0-4
-r M: (25* r2s-,sv (..b./rr) rn,� ptlrEeM.eYM.L... - • ' 4 4
—! ---� s �0.4
'�' ��� rass sei �N Mobile home - 360 Sq. ft. ��
® too o too zoo soo`�,o�° rlrQ MpG{'S �QQ� Rocks & gravel - 29,244 sq. ft.
—� GRAP[IIC SCALE - FFET l t<0 00 11� Na `rp� ��]�' \�G �=.�� Rip rap = 2,042 sq_ ft. 7,t� 1f�617� `� 1■+�
® I SITE SURVEY
----� SITE SURVEY IS PREPARED FROM i 15.50�1k P(\� ��P` Soil & grass = 21,853 sq. ft.
T # ATION FROM SURVEY DATED ? f 5 8a
3 UG BY WD. DANIELS JR, GO
G— I n
SCALE: Q Total Area = 65,929 sq- ft. _ '1.51 acresPL L-26130"
G �o�
r— PARCEL '\G� NOES: Broken lines not surveyed, calculated or taken from referenced materials. F�1
10-2 ACRESt
-- �5Elevations based on North American Vertical Datum in accordance With o
i U.S.C.& G.S. benchmark "X-112" (1963). W Z
A temporary benchmark was set ( nail in north face of power pole set W
at an elevation of 7.0' NAVD).
Property falls in special flood hazard zone AE , base flood elevationSTATl
DL WTY °"F""' 7.0' NAVD according to FEMA map, Community Panel Number 370043
k _ . a awns a (� »+ a.t .a. «.-• « \`� _-6396-J, map effective date 07-16-03, map index 07-02-04. i _
pr.,Wk. .....at d demo f -
o
Md atw pot G. ,7-!p .a. R �'.d n wmda,c. rl, !. L -
� � � � er "W,». �� � 11 MARSH woo HAMMOCKS`-- LEGEND: e.i.p. = existing iron pipe .,
'° e.i.s. = existing Iron stake A
e.r.r.s. = existing railroad spike Z1j
:,...r-(.-_9M - s.ni. p - setstiro pipe - �+•1 j;�I�,�;
t .bl,.w mnw.s..r, s .. I rM,q e.•M, . li E
_ - pt. - point, nothing found, nothing set
_
/► o.rt .a..a rr.t, r Orr e•a.rar, r h rinleYn a rnN�IrY.. _ $ 'rr-,� i _ R/W = right- of -way
$ centerline EOP = edge of Pavement o
NCSR = North Carolina Secondary Road
-r-- - -.r - r,-.•; FEMA = Federal Emergency Management Agency
NAVD - North American Vertical Datum
1 STATE OF NORTH CAROUNA + = SPOt elevation
1 COUNTY OF CARTERET
f.f.e. = finish floor elevation
W ?XnS: Orokrn suns not WaVeyed• oal "Ild a ws tr taam refma erenced terials. �$ s ; I, W. D. DANIELS JR. certify that this plat was drawn b.y
P"nwrty fait in Mod Zan.. •A7- and ►e-, base flood
elrtion - e' oral 9 I t.b.m. = temborary benchmark SITE SURVEY
IrLYO tr«oraing to FoaA mac (COrnrnt/1ily Patr IWmtar 3700s3-070e-c PARCEL 2 ! me from an actual field survey by me: that the ra:o of P_I.D. = parcel identification number
and 371]043-07084, wtap re.ued 09-59�5. map kWax r.a.ed t 1-06-M). n� 10 ACRESf
""O'IOIs' precision does not exceed on error of closure, as = existing piling location
_ Lots 3-6. '3nK*water spit' ,r ,
and adpcerA hind - 31.24E ea R. - 0.72 ours +/- 1 GIXQo r -
- Lola 7. �reaktraler sort' - 11.1Ef) 11q• f4 - 0-25 acres calculated by latitudes and departures, of f T past, Old wooden bulkhead
t'
1r
Ionde excludin4 mtlrrh and hommocks - 21541 vc. ft - 0-54 acres that this plat was prepared in accordance with G. S- 47-30
_ Reference; P.I.D. = 6396.19.60.9579
Lot 1 (portion). 'm««Igl1-Subdireion' 1.981 sq. R - 0.04 «roe as amended. Witness my hand and sea[ this coy of 2005416
E11.749 sq. fi -1864 acre•+- P.I.D. = 6396.19.61.4561
A- D., 20 Mp. Bk. 1, Pg. 237
r Total - e79.599 .q. n. • 20.2 ercae,a +/- -s � M Bk. Pg. 214 ISSUED: 11-10-05
p 1,
r \
Proteeaanol Land Surveyor (L-2673} DWGC D BDS.D_
W.
Rt
Bk. 848, Pg. 420
. eerwrce P111 63 - 9e.19.00-9579
LEGEND: ei.p. - rpiatmg iron piper•-l.D. - 6396.1s.a1.4561 \ Bk. 732, Pg, 909
a r.i.e. - eeietinq ira •take - _ -
e.r.r.e. - rxistirtq raikood spike \ - �+ _ -
T.LD. - 6396.19.e1.4429 I - � REVISIONS
a e.n. - ge*mw rKP.I.D- - 6396.19.61.2417 �' B 7, P 143
si.p - feR ran pipe 6396.19.19-1531 \ r
9 RECF.iVF3J
gyp, ak. iiPq. 237 ; l W_ D. DANfELS JR. certifythat c this survey
- Pt• - poktt_ WAhing foetid• nothkq s t Yp_ Ilk. 1. Pg. 214 \ ' ) ,1 :. , C _ v + h 1, r�C
R/11I - ngnt-at-t■ay R4E 420 \ - - is of existing porcels of land and does not crecte a new road or -,� G,;,,LITY ! JAN 6 ��VU
u CMCSR--1rarV1 CaroFeo secondary Road 6k. 732. Pg, 909 \ _ [,.. ,,,,i �.:1 ti..,�►: 1 -
$ CSREMA . Federal Emergency ndorMonRoam Agency 467, Pg. 143 , K eo change an existing street c (p' Q /0 3
_ NM - National Geodetic vertm of Datun
c :a BY;
P.LD_ - parch ift Scation n%prtber Professional Lord Surveyor (L-2673)
R E % O M NATION SURVEY. ; :1r1> NcSHEET NO.
SITE SURVEY 15 PREPARED FROM
INFORMATION FROM SURVEY DATED
C— SCALE: N.T.S. I I 24 JAN 05 BY wD. DANIELS JP,
C —1
PL5 L-26713
- - - - -- - - - - - - - - - - - - -- - --- of g
POd .
• i
L •a d J. Ai : Z_ ` ' 1 t _ s..� . �`.. ..� i -_S>L 1i u == �1.s :1 >; ; . si �• l 3 i i ;,<i L;' e - : -

— _ — - p E t sr� r L' ! s� �. erreas r �� �■ �� �.+ rr. r r r si r rr loom +3

BEAUFORT MOREHEAD RAILROAD
exisrn9 .railroad tracks GENERAL NOTES:
1. THIS PROJECT IS FOR THE•"°,e�a�'aoe`,�J, -
CONSTRUCTION OF A MULTIFAMILY RESIDENTIALa" M
�gi�t'Oa_ d tr�Cks CONDOMINIUM IN THE TOWN- OF MOREHEAD CITY. CARTERET COUNTY NORTH - 4�=
377.E r� c� -,o -
o
` CAROLlNA. PROPERTY 15 ZONED RMF. `�
2 INTERSECTION�r
Y �J TO CENTERLINE THE BUILDING IS 23,064 SO. FT. �O.O`°•+ "°`� �4
I THE MAX. BUILDING HEIGHT IS 5Q FT.
_ IRON &BRICK FENCE 334 �L U. � ASPHALT
INTERSECTION •
SEE 2 THE BOUNDARY SURVEY IS PER A SURVEY FROM, W.D. DANIELS PL .'„t„It„Illirlaf"
- - - -- - - O{CI-CQL#S2VV{ -©t]C -) DRIVEWAY
_ 123.8 � ' ��' I SQ.ALLQW�HRQUCH TO EN _ ( _ aFrau S
MATCH XiSTING L-2673, DATE© 24 JAN 05. TOPOGRAPHY BY OTHERS. CONTACT ENGINEER IN
INTERSECTION ROAD TO MATCH DRAINAGE. STOP SIGN 05/C 7
= EXISTING GRADE (SEE ARCHITECTURAL) ' INSTANCE OF DISCREPANCY
TO CENTERLINE ' J ( 6Z RAW O 'A� ROAD G ADE ,
d•� N ` _
o I CONDENSER TS • ` ELEVATOR LqE BY t=
3. THERE ARE NO 404 WETLANDS ON THE BUILDING SITE AS PER LAND
- U 't
Hwy. 70 r= a MA50NRY Ot�i RAISEI�'�'LATFORM ASPHALT
c� w: O DRIVEWAY LE AJOR FFE=3.08 _ - - y 1.1 MANAGEMENT GROUP INC..
lStructlofl s� �. FENCE E=$R' h' _ - - °•
zS_EE' ARCHITECTURAL) �� (SEE DETAIL _ - "C`LOSET ROOM = 7.08 , ._ A.5- - - _
IRON GATE
4 1�. 40 X1 CONDENSER UNIT p `=;.��
IRON & BRICK FENCE
05/C-7 - ACHINE�RIa� FFE 8.0 -B M 4. THE FLOOD ZONE: AE ELEVATION 7 NAVD FEMA MAP ,IIII «,,,,•`
v % �2 TYP} �L - - - - -- -�- - - - -- (2-6"STEPS} ON RAISED PLATI 4RM + + - ,
z o _�v _ ,- - IRON (FFE=8-0) (SEE ARCHITECTURAL) ( )
�-I N $ •� +0 6.00 ACCESS GATE _ ' - - - - - -4 - - 3=- 13 _ - '� 5. _ COMMUNITY PANEL 370043-6396-J. DATED JULY 16, 2003
. _ - - -- - R-O-W - - 119.00 $F 5fL44 FLOOD ELEVATION= 7.0
O 5.50 1 �} - 'x x 5, _ - 1 .0 S. 50 x 10' X 10' N
O 5. SETBACKS AS SHOWN ON PLAN;Ld
s 6 0
�� illtWALK E0i✓ -GJ' tR i _ = DUMPSTER J
t LINE PUMP - �fi• O LL R5.0 (SEE DETAIL 25 FRONT (TWO) L u ❑ • "
wi ,x BLDG I-- - 37 R2.0 O
Z Z I OOFT I 4 a Ofi/G-7) 23 SIDE 8+ 15
BELOW OOF LINE RDA RAMP & IGN
o � I �'`�' �� Y LIMITS r20'Xi6' G_ROU_ND J AL NY LIMITS (SEE DETAIL r� 8/C- } CDNC. RIVE WAY 0 , ( a
I c~� w 1 I AI D / O ONC. WALK 3' 'FFE=B.� _- _ .0 YP ( ) 27 SIDE (2a+15-8} Y I 1 ao p _ n
_ SEED 07,SHT C-7 36 Q v u a
w - _--- 25 SETBACK 5 C NC W LK _ 5' SETBACK _ 4.7 13._ _ n - "
i {!? 6 LOT AREA= 435 600 SQ.FT = 10 ACRES + - `� E ; V ` ;
w U , x6.8 STAIR 5 CONC. WALK / �Q� uv 3
j /A -- r - g STAIR L q
w LDC;; 00 vwa3' 4
��-- ------ __-__-�J ------ ---1~ �__---- 6' U
z / / FFE=7.1 i _ - --- -- - ----- i DING
FE-711 _
ADA %N I i '-�- -� 5 7 -`--- It 7. TOTAL GROUND AREA UNDER BUILDING COVER IS 5.3%, WHICH IS LESS THE F t
�- rao �� °3�`
j x - Q {SEE NOTE 15 x7.o0 3.o x7.ta0 x - x7.00 INE r ¢ ` a
- 61 40% MAXIMUM PER TOWN OF MOREHEAD ZONING. -
/ 3Q.0 O I p _ 70 - 0 25' SE CK 3s i
STORM WATER MANAGEMENT: u F, i
7.001 io 1 Q�,��
(n•p) A .� 6. (S E C. i ND IRAt L�N� 75' AEC LENS PROJECT TO BE PERMITTE �' N
k 4" T 65 PA KING s ACES R URA) PEG •S 34 D, UNDER THE HIGH DENSITY OPTION. PROJECT C,
{a x18' T ) ?5 t� INCLUDES THREE (3) SAND INFILTRATION SYSTEMS. ALL IMPERVIOUS RUNOFF �' •B
g5 64° 53 5 O 61 60 \ 59_ 58 57 5S 54 53 0 52 51 so 4s as 47 O 4s 45 4 13 4�^ 42 41 O 40 9 3 32. - INCLUDING ROOF DRAIN LEADERS, WILL BE DIRECTED TO THE SAND FILTERS.9 N
'o �o r J r'- i 6.25 r ��, 3-STORY CONDOMEN M 1 b� u� 33 STORM WATER WILL DRAIN TO SEDIMENTATION TANK WHERE SOLIDS WILL SETTLE
PARKING LIMITS
p h(Ty. 6.25 `r _ '� _ FLOOD_ELEV.=7.0 I �r 6.25 vi & BLDG LIMITS U
�°� - "' 75' AEC LINE OUT. STORM WATER WILL WEIR FLOW INTO THE SAND FILTERS, ONCE FILTERED 4 ��
f T , �xl �I� ..� � GE 23,064 S.F. i _`g• THROUGH THE SAND, TREATED STORMWATER WELL OUTFACE INTO SC -WATERS
i • -„� 32 23' SETBACK
i t fi. 5 Z 6.25 l ZI , Z N I (MORGAN CREEK). SEE STORM WATER PLAN SHEET C-4. Z
6. �, <, a•
i O i` ' kS ''� .� I w' y I w' ROOF LINE •., h a
O� 6.5fi 5 r- i I N. 6.25 3a I 9.PROPOSED BUILT --UPON AREA = 27,600 SQ FT. o U N
I 5.35 O I � ro
i '` 1 1. �--- H / - - '' - `-'}cam= 6- --�'� - 9 ,'ai 2.7 TOTAL SITE AREA = i 0 ACRES V '�
2 /3 4.0 5 6 7 9 10 1 12 13 G 4 15 16 17 18 19 O 20 21 2 O' 23 24 25 26 27 28 _ TO %OFT U u
TOTAL SITE IS PROPOSED TO BE BUILT -UPON. c
i 1
28. 0 ❑
0co
1 a PARKING:
8.0 6.40 6.4-�� �' L p i
IRON �7So 6, fi 7.00 O EIRIC�.00 0 - I REQUIRED FOR 30 MULTI -FAMILY DWELLINGS =60
�. - --PIP21, - ,S� OVERFLOW (1 PER 6 UNITS) =5 e
Cli 1 FENC:Lx ?A TR L - T - -
ALP PARKING _ \
�� __----------- -----�---__-__-__-__-__--------»------ ---- - -- -- TOT NG R = 62 3AD =
.0-----�--------_-�------�------�------------------------�---� r SQUIRED �65 SPACES ���..\\��,��������� W
�..�.���„��. --•; �. _ ----- ---- - - - OP SPACES PROVIDED + A 65 `\.
- `i h . \\.
�\ `
' 30' CAMA BUFFER \ \���� L
.XI � E A CONY ., 11. DENSITY=MINIMUM LOT SIZE=5,000 (FIRST UNIT) + 3,000 X 29 ADDITIONAL
I 4, / 1 �C� STORAGE UNITS LIMITS
EO Ca UNITS=92,000 S.F. \\ .�� Q
Go
/ ,` f f %� _ (SEE ARCHITECTURAL LOCATIONS OF COLUMNS SHOWN ,� r
i A 8 ArC / / -
LLJ¢ / , / / . FOR REFERENCE ONLY `� -O 1ENVIRONMENTAL.R \
2. AREA OF CONCERN (AEC):
L-Lip / f / i i % %// (SEE ARCHITECTURAL) TOTAL AREA IN AEC: 4.1 ACREStCL
\\\ A ``�` `: :�•
Z / 3.5 AMOUNT OF IMPERVIOUSNESS IN AEC=12,627 SQ.FT.,
`� K I� SAY �!
ti TOTAL IMPERVIOUSNESS IN AEC=7%=LESS THAN THE ALLOWABLE 25%.
2 OO -ASPHALT DRIVEWAY 89100700 S38 br'pr
1 L3000 S.F. RV 9 e �p ��� �
(SEE DTL 05/C-7) NEW BULKHEAD % \ �- �• _
24. MATCH ROAD GRADE PARKING W/ FENCE BY OWNER /�/ �� Car - �. �o-�0, ��' moo. COP-;STRUCTION NOTES:
V1
30' CAMA BUFFER 3
� E t3`�6'3 PRIOR O CONSTRUCTIONR PAS MUST BE APPROVED BY THE TOWN OF MOREHEAD CITY
I N W !y Z �
� LIMITS -OF CONSTRUCTION > 2. SANITARY SYSTEM MUST TIE INTO PROPOSED PUMP STATION. ~ O
s O CONTACT ENGINEER OF ANY DISCREPANCIES SEE SHT C-9). n
( ^
MORGAN CREEK. � 4 I' �� BEAUFORT HARBOR EXCA CONTRACTOR To LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY
SC WATERS n N.
SC WATERS 4. CONTRACTOR TO VERIFY ERIFY ALL ELEVATIONS PRIOR TO INSTALLATION...
1 5. INSTALL ANY UNDERGROUND UTILITIES PRIOR TO ANY PAVEMENT WORK
.
5- COORDINATE EXACT LOCATION OF ALL UTILITIES WITH BUILDING PLANS. ~j
W F-� c
7. CONTRACTOR TO FIELD LOCATE WATER LINE. FIELD
LEGEND ADJUSTMENT TO METER LOCATION MAY BE NECESSARY. ANY F
DISCREPANCIES TO BE BROUGHT TO A f E'S ATTENTION PRIOR TO CONSTRUCTION �y
OF WATER LINE (SEE SHEET C-9). W 0 ram,
e.i.p- = existing iron pipe I r�
T existing iron stake 8. SANITARY SEWER TO BE 4- PVC TYPE I WITH RUBBER GASKETED JOINTS ^
e.r.r.s. = existing railroad spike WITH NO HORIZONTAL OR VERTICAL DEFLECTION. !�1 ►-�
S.n. - existing nail BEDDING TO INCLUDE 6' OF CABC AND BACKFILL SHOULD BE FREE OF LARGE
s.i.p. = set iron pipe STONES AND DEBRIS TO FINISH GRADE.
- o = pt. = point, nothing found, nothing set 1 SATE 9. NO SLOPES TO BE GREATER 0
R/W or R-O-W = right-of-way PLAN TER THAN 3:1 SLOPE. Q
10. ELECTRICAL SERVICE PROVIDED BY PROGRESS ENERGY. v
C/L or � = centerline C-3 SCALE: 1a-20' W
EOP = edge of pavement _ - 11. LIGHTING OF 4 EXTERIOR. PARKING SPACES
ES To BE PROVIDED BY WALL MOUNTED LIGHT w
0.O P.P. = power pale i ALL OTHER PARKING SPACES UNDER BUILDING, LIGHTS WILL BE CEILING MOUNTED. w
' TBM = temporary benchmark n�
12. ALL CLEAN OUT CAPS I G w
20 10 Q 20 40 N GARAGE ARE BRASS, INVERTED, AND TRAFFIC RATED.
= NCSR = North Carolina Secondary Road 0. ,
p 0
FEMA - Federal Emergency Management Agency 13. HEIGHT OF SIDEWALK ALONG PARKING IS NOT CONSISTENT. CONTACT ENGINE
NAVD = North American Vertical Datum
IF HEIGHT OF CURB IS GREATER THAN 0.6'. ER,
FFE = finish floor elevation
LU
14. CORNER OF BUILDING IS SET AT SETBACK. EXACT LOCATION TO BE SET BY
�� • = existing/proposed piling location SURVEYOR.
■ = post, old wooden bulkhead
15. GRADING OF PARKING PAVEMENT IS WARPED TO ACCOMMODATE SANDFILTERS.
s LP6,0 = Low Point spot shot ENSURE NO EDGES ARE CREATED AT JOINT BETWEEN CO
NCRETE EDGES OF SANDFILTER CONCRETE TANKS. CONTACT ENGINEER N CASEDOFON AND SITE PLAN
ID
Ice HP6.0 = High Paint spot shot DISCREPANCIES.
_ = proposed spot shot
g �0 = support columns .(see architectural plans) 16. ALL APPLICABLE MOREHEAD
CITY AND SEWER REQUIREMENTS MUST BE
n
■n'Irnrn rn +.e�nrl,rn n,ry nrnennrIT nr ,a,e•nrnr•In.. rn nr IInrlrlrn nr
m
FENCEUNE
t, EXISTING CONTOUR
- = 5.0
2005416
a PROPOSED CONTOUR
w ---- --���� ISSUED:
11 .1PM 05
MINIMUM BUILDING LINE {MBE)+
w
CKD BY: SLS
30' CAMA / 75' AEC LINE
REVISIONS
y - j
l
SHEET NO.
C-3
OF 9
is i- T' r + t-• yF 1 ;•• �. '� ? - - '. + _a 5:••: +
` - - � - - - _ � � i � �- - I +d a +ti I t� t. ; + - f � 1 •T

LEGEND
NOTES: �
-
e = pt. = point
-
R/w or R-O-w = r;ght-of-way
1 • UNLESS NOTED OTHERWISE, ROOFDRAINS EXTEND
C/L = centerline
BELOW GRADE, BELOW AND UNDER .SIDEWALK ��
_ - - -
EOP =edge of pavement �
CONNECTING TO SAND FILTER. I.
I
(. �-.,, �; e.
-
P.P. = power pole
-
2. CLEARANCE BETWEEN SAND FILTER AND COLUMN AND
NCSR = North Carol;no Seconds Rood
�
FOOTING IS CRITICAL. f
�-6.0 ex;st;ng spot shot
CONTACT ENGINEER IF ANY DISCREPANCIES. ��
-
X�� = proposed spot shot
3. ENSURE SANDFILTER AND SEDIMENTATION CHAMBER i
� "
EDP =edge of pavement
VAULTS ARE COMPLETELY WATERTIGHT. GROUT AND -
o
FFE = finish floor elevation
SEAL AROUND 6" LINES IN AND OUT OF TANK. � �
�
�� _
�� '�1'
TBM = ternborary benchmark
�
�
�� Q°j "
P.LD. = parcel identification number
�
�� � ��� � �
• = existing piling location
� �
� �'
■ = post, old wooden bulkhead
�/ �
� �
� �
1NV = p;pe invert
�'� �
�
": ' �
� �"I,
" , � X 6.8 ;
�
30' CA1AA LrfVE / �5' A;✓c
�
�
x 6. "
� -�
�
�
PROPOSED PVC S70RM WATER PIPING
22 _ -- - -
EX15TiNG CONTOUR
PROPOSED CONTOUR
3
�
E
EOP
�
o.
� �
❑
L
� Q�C' �`
�
.75
� � o
� �
{ T Y'~
Cp
O
so•
O
�
/ w
•- -
�� :.
�:. �.
-�
O d
�..
���.
..µ��.
�-
5' AEC
LiN
-�--I,.
�..�...
�.....
Q
��'-
�
In O
.:,,�,,...-
o z
..,::-.�:,
`r
y -
�
,r.-: �..-
�r-i
r.�
��
Q
,•
a
- i�
�
I /
°/
�€
�� i
CV �
N
c
�
a
.f
�.
a �
U'
�
4.0.E
C
�
L.LI ! >
W�
s
s `�
"
I
r
f �
�1 l �
;
FQ
V ,
I
Q;
I
i
TYPICAL SAND FILTER PLACEMENT DETAIL
10- s o 1a 20 -
NOTE: SEE STORMWATER PLAN 1/C-4 FOR
INVERTS INTO SAND FILTER
5.0' FLOW GRATED COVERS
TYP AND FRAMES
` (TTL-2 ROWS 12ea)
CENTER ALL INVERTS`
rNTD BCx - _ - - _ --- _ - - = - _ _ -
I ,B, -_ - - - - ,B,
� ' �- _ter -` E -� $£ON,eENT
��._
- - � _ _ _ _ _- c_ TRAP
12.�52' - -- _ - -
! > SANS - 5aL1D CAPER
� :..
� SOL.ID COVERS
AND FRAMES
(24TTL-2 RQWS-12ea)
PLAN VIEW
SCALE: M.T.S�
'A'
Standard Cover Dimensions
�imertsions ip inches
Calaluq
Fb.
A
B
C
Type A
Type C
Type D
R-499C,klL
8
1 ��2
B
x
x
x �A•
s/i s'
R-49190-BX
10
1 i/Z
S
x
x
x MAx. UAL
Ral990-0X
12
11/2
1Q
x
x
x � +
� � .e.
R,4990-0X
14
1 �1Z
12
x
x
�
x -- r-
�
R-4g94�1(
17
1 �J�
� 15
x
x
x � .. :..
R-4'99[1fX
2(i
1 �!2
18
x
x
x ' �� '�' �. - 4 ,
R-4990-07(
23
1 �!�
2l
x _
x
x � . � • � .
R-4990-0X
28
f 1!2
24
x
x
x - - •" � � � .
..
!i R-4990-1(l(
33
2
3Q
x
Mx
N x
1'V EE i1iAH �`�
�u�t�rnsar ccr+r�w►�r,+ ►�.
OR E�E�IIAL@��
�' �
_�
-�'
I � �__.-
,� y � _ �_
f-- ROAD T4 MATCH -
�' � EXISTING GRADE
MEASUREMENTS ARE
WALL TYPICAL
.26' , "26'
i �-2 7 5'�2.75'
2.7 S'-�-2.75'-�
-PAVEMENT
�
;
1.75 �
j; �--�0.25 �.0 25'
� PAVEMENT
.
�`0.38
- i F owT
�
��----2. 0'-x��;-0.13' 0.13�.�-(1.13'
1/2" REBAR
o0 00
��.�RATED f f 50L�D !
,
�.16
6" O.C. EA. WAY
�
, , COVERS �--CO''�RS ;rt- -�
�----�
2 5 ---: f------2.5'
GEOTECH FILTER FABRIC
4aoo P.s.l. corvCRETE
.
0.5 �.� �. - - �:-sA�o
CLEAN -OUT VOLUME
a.a
�
� _- -
� J
�
,.�"
j 5�/
ADD PERMANENT NOTE
TO INSIDE OF TANK
I SEDIMENT
CHAMBER
� � � �� A
SEDIMENT
CHAMBER �1'�f��'i�=; . �- C�A4�S
OUTFACE PIPE 6" PVC
TO CLEAN OUT SEDIMENT
�- --'' ��" _ �' "i-:'�- -
'�
_ INV OUT=3.3 TYP.)
CHAMBER AT ELEV.-4.4
-L
(FIEAVY SEDIMENTS, ORGANICS,
1.5' X 0.5' OPEtaING
GRATE (FABRIC iNRAPPED)
AND SOLIDS)
SECTION A -A
OVER ENTIRE GRATE OPENING
SCALE= N_ T.S.
23.5'
0 5' 1.5 ,
OLD U. S. HINY. 70 - NCSR 12Q5
�i d--C ass er��--F�e a c�� _ j --
METAL GRATES AND FRAME
(TRAFFIC RATED)
. R-4990-KX TYPE 'C'
(SEE TABLE THIS DETAIL)
NEENAH FOUNDARY COMPANY
PH [phone]
(OR EQUIVALENT)
�---�-� 12 TYP 0.5
ENSURE GRATE &COVERS& FRAMES (11 TYP � � � ,� c►�..c�! J�
ARE FLUSH 1h'ITH TOP OF TANKS �.13'(TYP � � �r
6.25
a � .16 5.3 3P�
•-
a . - �SA�r�lDFI�LTER .`- �� � � J ��
''`� -OPENINGS -_ `�
-- � - - - �'-.Yr0.5� 5 OPE TO OUTFAI_L
3.3
f
• • .. -� � . � - .. - �7r
- - - ..• - .• •. .4 2.8
SECTION B-B GROUND ATERS�PER ECS, s-2005
SCALE: N.T.S.
3
i
c-
ASPHALT
RIVEWAY
SEE �-€zA�L
�� � -- 5/C-7�
►inTru vicTuir
.�7� _ R-a-w
8�� W
o
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YI r�i �
.. w ,., L
�75' AEC LINE
23' SETBACK
SPLASHOlJT
ON GRADE
30` CAMA BUFFER
r - -
STORMWATER PLAN
SCALE: 1�=20'
2a 10 o zo 40
\��� ��
���
SH T F � ��
�� ��
���d
wATE u£t ' S,
SCREEN COVERED 1h�TH
FILTER FABRIC
_ END VfEW
SCALE: N.T.S.
METAL SOLID COVERS AND FRAMES
{TRAFFIC RATED)
R-4990-KX TYPE 'D'
(SEE TABU THIS DETAIL)
NEENAH FOUNDARY COMPANY
PH [phone]
(OR EQUIVALENT)
FILTRATION
� CHAMBERS
OUTFACE PIPE `
� K S .�.� C � 1 .i >.
G t - •_
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3. �� V .0 N_ m U L d L ,�� J
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STORMWATER Pi_AN
200�41 �
ISSUED:
FILTER FABRIC � DWG BY: JPM
(ENTIRE PERIMETI~R
F SAND IN FILTRATION CHAMBER) CKD BY: SLS
REVISIONS
� #1 SAND FILTER DESIGN
SHEET NO.
C--
oF 9

s
BEAUFORT _.MOREHEAD RAILROAD_ � - -___ --- ------ ---------- __ __ -- --_
- -- -- - -- - --- --- --- -- -------------ex;strnc�--
=---_
€lroad
IRON & BRICK FENCE OLD U. S. HWY. 70 - NCSR 1205 SF DRIVEWAY
LD = �F- TO HAVE OPENINGS LD - - - ---SEE.OETAIL
I _ _ -_- - ----- -- - - IID. ALLQW ZHRGUGH _ - - �- 04E� -CC1k SEsVV�EI�-ROC]CC 05/C-7
-- - - - DRAINAGE. SF T -STOP SIGN MATCH XiSTING
- - - - ROAD TO MATCH '
EXISTING GRADE (SEE ARCHITECTURAL) t 62 R/W ) ROAD G ADE
SF
CONDENSER .U•Niys "----- x_, x�._
70 MASONRY - o^; RAISF➢� PL.�fiTFORM �DRI SWAY LEv OR FEE=3.o8 „
I FENCE FFE=8.0)] CTURAL` {SEE DETAIL LOSET ROOM-7.08 4D'X1 CONDENSER UNIT . IRON TE
Dion (SEE ARCHITECTURAL) 05/C-7) CHINE RM FFE=8.0 IRON &BRICK FENCE
(2 T P-r. (2-6" STEPS) F R 3.0) PLATFORM (SEE ARCHITECTURAL)
(FFE=s.a} - 1 5.
1 4"
1 6.00 CCESS GATE - -, -.a io'x1o'T
N 89 x
p 0 o x 5.50 'X x 5.50 p DUMPSTER
J 541 E �+rii K LUr 8Y ill E►j^ . . . (SEE DETAIL
1 w^rr��-��r 6. a I O
GO LINE BLDG '�BELOwLL OOF LINE AY 0 06/C-7)
rJY L€NITS GROUND AL NY LIMITS SSE c c 7} O
7. p
' I
15' RAILR6 ' �� ONC. WALK 5' SETBACK r - - 5 C iC W r K 1 5' SETBACK(.. _ _ ... _
R - W - ---'-- -- - 5' CONC. WAL - 6. 0 6
iF UI D4NG FrE=7.11 EE SHEET C-8
x6.a -S �Ai .�a _
I f' FEE=7.11 - - -IN
.00 - J.-tom X7 7.00 INE .61 T FOR SEEDING DETAIL
/ { X 6. .00 sFE NOTE 1 � . 7.00 .0 1-5' SE CK
p 6.6 D D 0 'D D C NC. NDA ION ID
6 2\5.*D (s E ITECT RAL 75' AEC LINE
_
DTL 5, SH C- R TURA) EO LD
i, ► �► , t CI (Ty)) D pl
STOP I'„N D D� D D 4j - T � � � � - PARKING LIMITS
r fi. 55 , i CI P ' Co. 6.25 26 & BLDG LIMITS
5.35 70 25N(8,2
...�....... �••75 AEC LINE T 23 SETBACK
.25 6.25 5 - C 4 P 66.25 ROOF LINE
N _ •2
6.56 6.25 S F �
CL
6: 65 f:
' �_�fl
6.40 fi 6.4 ■
7.00 D 7. 0 ■ 7 00 ' . � � T �
I 4� IRON 6.6
0 7.00 D �2iRS
eRlc ` ,�
FENC I - _LL LL)-( _ -
x
Op T
A CONY ? y 30' CAMA BUFFER
O = Ak QONY:.U{MITS . _ .
. . . - ...... ._. .. _. ....._. .
LIMITS'
E0
p _ : .: STORAGE. LtNITS OAF _ .:
4, RON . ROOF _ L.INEJ LOCATIONS -OF COLUMNS SHOWN : � LINE
-�� r SEE ARCHITEQTURAL�
A. � E- _ `. F E L �. .
27. REDR SETBACK _ OR REFERENCE ONLY'' PS
W 6
> ..'..:: .. SF -(SEE ARCHITECTURAL)
�5,215 ...
z
ASPHALT DRIVEWAYL - �$ .. .. . ..
(SEE DTL 05/C-7} .,000 S.F. RV SEE SHEET C 8 iti >��,x� t? 0-
I MATCH ROAD GRADE SF PARKING W/ FENCi~ FOR SEEDING DETAILS N 6 1 ��� v'��
8 . x6'. •31 0;
Z 01 LD 30' CAMA BUFFERfy
03 SS6'
C�+til 0�
0
LD
1�
r .
0
Ln
MORGAN CREEK
SC WATERS
A 1
l
�CI_
Q G
( n
BEAUFORT HAR30R
SC WATERS
EROSION AND
ll
vk
I 6 � It _
c'll o
r�4 11,
u'
`s'
- ems+?
r,_dcb
_
�o q_-a
00 m ��
DISTURBANCE
L 9 C
58,965 S.F. = 1.35 ACRES± D.
1r c
i a
AREAS OF DRAINAGE
o U
1 2,674 S.F. _ a
o �
2 8,270 S.F. "' o G
i L
3 8,000 S.F.
4 .7,326 S.F.
5 7,757 . S.F.
C) 15,215 S. F.
EROSION CONTROL DEVICE SYMBOL LEGSND s
. 4
LIMITS OF LD _
DISTURBANCE
AREAS OF T�
DRAINAGE
D4RECT€ON OF
RUN-OFF
I� 1.4
_ A C)
CULVERT INLET PROTECTION CI P
SILT FENCE SF
CONSTRUCTION ENTRANCE CE
W
PERMANENT SEEDING P S
V
TEMPORARY SEEDING OTS
} f"+
y A *--I
A
� W
x
W
0 a
EROSION &
SEDIMENTATION
PLAN
I _
i
2005416
ISSUED: 11-10-05
DWC BY- JPM
CKD BY: SLS
REVISIONS
SEDIMENTATION CONTROL PLAN:
SCALE: 1"=20'
SHEET NO.
20 10 0 20 40 -5
OF 9
• -.
• , . - �,. I.. �i
.. .s . -a.� -. _.:.i-{:':• 11-r .•-� is r' {.� {� .l.: .li. ��� - 1-1 .
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-ai tt iri J, -• f. Ift-ILi'-
-
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s
0
LANDSCAPE REQUIREMENTS:
1.) 10' LANDSCAPE STRIP BETWEEN PARKING & R—O—W & 5' LANDSCAPE STRIP ALONG SIDE YARDS
2.) REQUIREMENTS FOR 600 L.F. OF R—O--W AND SIDE YARD:
2 UNDERSTORY TREES PER 100 L.F. =12 REQUIRED/12 PROVIDED
12 SMALL SHRUBS PER 100 L.F. =72 REQUIRED/72 PROVIDED
3.) INTERIOR PARKING REQUIREMENTS FOR 65 SPACES:
1 CANOPY OR 2 UNDERSTORY TREES PER 12 SPACES=6 REQUIRED/6 PROVIDED
OPEN SPACE
PROPERTY ZONED RMF:
TOTAL SITE AREA = 10.1 ACRES +/-
USEABLE OPEN SPACE REQUIRED=10% OF 10 ACRES=1 ACRE REQUIRED/2.8 ACRES +/- PROVIDED
NATURAL OPEN SPACE REQUIRED=15% OF 10 ACRES=1.5 ACRES REQUIRED/6.2 ACRES+/- PROVIDES
--" IRON & BRICK FENCE
TO HAVE OPENINGS
TO ALLOW THROUGH
DRAINAGE.
(SEE ARCHITECTURAL)
ANTITY SYMBIJLSCIENTIFIC, NAME COMMON NAME ORDINANCE T7
6 Bet-ula nigra 'RIVER BIRCH' CANOPY
12 Lagarstoem.ia indica 'CRAPE MYRTLE` UNDERSTPR
33 Euonymus fortunii 'Silver Queen' 'EVERGREENS EUDNYMUS' SHRUB
1 S' R AILR'6,
R —jd! W
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*( nici C misewav Road
STOP SIGN
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LANDSCAPING PLAN
2005416
ISSUED:
DWG BY: JPM
CKD BY: SLS
REVISIONS
SKEET NO.
C-6
OF 9

( DROP
.,A
SIDEWALK- (5' STD.)
-
- UTIU TRIP
42.01(Mk.)
0.mkm.)
004(hiAX.)
(M4
0.02(NORI L )
.
0 D4(NOR►! )
-
\� 721 MAX. RAMP
W
A
H+A+g"
X
B.
5'
0-0'
5
'
5.0''
6
G
6.8'
6. •
..
8
0.0
.8
7.3
6. '
5.0
7
2.5
8.3
8.1
4.8
5
3.0
8.8
8.3
4.4
4
5'
9 8'
. 613
8. 7
E-8'
5gOl
0.8
8.9
3.1
SECTION B--B
S0EWALyC
ELEVAi10N
LF1 �KMI
DROP
TRANSITION
VRRlABLE SLOPE NOT
TO EXCEED 12-1 (8.33%)
SECTION A -A
B X-(A+9')
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE
' BACK OF SIDEWALK DROP REGuiRED FOR ALL
SIDEWALK SLOPES.
•' BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK
SLOPES 0.04.
I BACK OF SIDEWA[
A
ooa00000000�
a0000000000
00000000000
oc
o000000000000
0000*00ooaaac
000000000000
OCaa0a0000a04
2.35' OC
PLAN
0.9' IHA.
SLIP RESISTANT
RAID DOMES
WARNING SURFACE
RA6EO
0.2-
SECTION
SEE NOTE 1
•�1
40TE_
I. R7-8D SIGNS ARE TO ACCOMPANY
ALL R7-8A PARKING SIGNS
FESUMD
PAB
ao
R7-8A
IIAAXMALA�f
aM
R7-BD
250
CS 20-376
COLORS
LEGEND AND BORDERS -
GREEN
WHITE SYMBOL ON
BLUE FIELD
0
I
GALVANIZED
STEEL RIB -
BACKED CHANNEL
CHANNEL POST
1/2-
EXPANSION
JOIN T
CONCRETE
1/2- WASH
WALKWAY
h
I
N
-
L
8' SO. 3000 PSI
CONCRETE FOOTING
NOTES:
1. ROUGH GRADE AREAS TO BE PAVED. CONTACT THE ENGINEER TO
OBSERVE THE SUBGRADE UNDER PROOFROLLING. REPLACE ANY
UNSUITABLE SUBGRADE MATERIALS WITH SUITABLE MATERIAL-
2. COMPACT SUBGRADE TO 95% STANDARD PROCTOR MAXIMUM
CONIC, DUMP_SM& PAD NOTES:
DRY DENSITY.
I��
3. PROVIDE DESIGNATED PAVING SECTION AS SHOWN BELOW AT THE
SLAB DIMENSIONS SHALL EXCEED EQUIPMENT DIMENSIONS BY
ALL R7-8A PARKING SIGNS
LOCATIONS AND ELEVATIONS AND TG THE DIMENSIONS SHOWN ON
6'
6" MIN. ON ALL SIDES. SEE PLANS FOR DIMENSIONS
THE PLANS.
2-) PROVIDE CONCRETE CONFORMING TO ASTM C94 AND ACI
318. PROVIDE REINFORCEMENT SHOWN CONFORMING TO ACI
12"
315 AND 318- TOTAL AIR CONTENT OF EXTERIOR CONCRETE
*
SHALL BE eETWFEN 5% AND 7% BY VOL. SLUMP SHALL BE
FEW MI
11FAM
6' - 4000 psi CONCRETE
BETWEEN 3" AND 4". CONCRETE SHALL BE CURED 7 DAYS
BEFORE USE.
6" CABC OR COMPACTED SUITABLE SAND
0o R7-8A
3.) PROVIDE CONTROL JOINTS AS INDICATED ON THE PLANS.
NOT TO EXCEED SPACING OF 24 TIMES SLAB THICKNESS.
6"x6" - W2.9xW2.9 - WWF
vm
R7-8D
�ACCESMEn
�o
6" 3000 PSI CONCRETE SLAB
o
n oU a o00o e°
W/LIGHT BROOM FINISH
67(fi W2.9 X W2.9 WWF MIN
PENALTY COLORS
T
1" CHAMFER ALL 2' FROM ALL EXTERIOR
$250 LEGEND AND BORDERS -
'EXPOSED EDGES SURFACES
-Jr.6 GREEN
WHITE SYMBOL. ON
BLUE FIELD
" SAWCUT AND FILL WITH
,-
CONCRETE OINT SEALER
D4EEP
r r, e t
GALVANIZED
4.: tea. •'
STEEL RIB-
BACKED CHANNEL
' . - ,.
r " INIILKC D CR,AC4<
1/2" EXPANSION JOINT 6
CHANNEL POST
.
WHERE ABUTTING PAVEMENT
- A � a�
�- :. .. - A-
OR STRUCTURES COMPACT SUBGRADE TO 95%
� Y'"
EXPAN
JOINT SIGN
y
dri CU `v ;
CONCRETE
1/2" WASH WALKWAY
CONCRETE DRIVEWAY DETAIL
107
DUMPSTER PAD DETAIL
NO SCALE
NOCONIC
SCALE
.
j{E
8' SO- 3000 PSI
CONCRETE FOOTING
STANDARD HANDICAP RAMP DETAIL 1091 HANDICAP SIGN DETAIL 1081
Kin Sr-A1 F NO SCALE
SIDEWALK' (5' STD.)
UTILIT TRIP
0.08(M AX.) 0, O2(NOR W )
0.04(NORM }
�._ 12' 1 MAX. RAMP
SECTION B-B
SIDEWALK _ 6'-0' 0" 6-0
ELEVATION ELEVATION �•` CURB MIN. CURB
TRANSITION DROP TRANSITION
CURB
is Ee ED 102P1 NOT
8 33%) SECTION A- A
B = X-(A+9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12-1 (8.33%) SLOPE.
* BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES
** BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK
SLOPES 0.04.
00000000000
00000000000
2.35' OC-1000000000000
2.35" OC 0000000000000
0000000000000
000000000000(
0000000000000
4�-2.35' OC
PLAN
0.9" DIA- SLIP RESISTANT
RAISED DOMES WARNING SURFACE
RAISED
0.2" SECTION
RAMP FLOOR DETAIL
INSET A
- SEE NOTE 1 /
OMITTED
NGLE FLAIR SIDE DETAIL 031
02
NO SCALE
PAVING AND SURFACING
PAVING SHALL CONSiSIT OF FINE GRADING THE SUBBASE A 6"
COMPACTED CRUSHER RUN STONE BASE COURSE. PRIME COAT,
2" HOT PLANT MIX BINDER COURSE, AND 1" HOT PLANT
ASPHALTIC TOP SURFACE COURSE.
MINIMUM PAVING REQUIREMENTS MrD
ASPHALT /, 1" SURFACE COURSE
AREAS TACK COAT (IF NEEDED)
arc-•-_x*-k 2" BINDER COURSE
PRIME COAT
6" BASE COURSE
COMPACTED SUBGRADE
5" NOµ.
6' LONG PRECAST CONCRETE
PARKING BUMPER W/EDGE CHAMFER
1 FINISH SURFACE
SEE SITE PLAN
5/8" X 24" DOWEL
® 48" O.C.
i
I
ASPHALT PAVEMENT DETAIL
NO SCALE
1051
CONC. PARKING BUMPER DETAIL
NO SCALE
CONSTRUCTION NOTES:
VARIES I l> >
i � �
��IIIII�I�Ii��I�1�fll' 4" II �I�
�I y 11. COMPACT SUBGRADE TO 95% STD. PROCTOR MAXIMUM
�11
t�
Iili-.I k tl.),II�,k
I� DRY DENSITY.
a a
'
2. IF FIBERGLASS REINFORCEMENT IS USED IN THE CONCRETE
MIX, WIRE FABRIC REINFORCEMENT IS NOT REQUIRED.
3. PROVIDE 3,000 PSI CONCRETE SIDEWALK AT THE. ELEVATIONS,
,;-' ; • _; =! COMPACTED L
DIMENSIONS AND LOCATIONS SHOWN ON THE PLANS.
SUBGRADE 3000 PSI CONCRETE
4. LOCATE 1/2" EXPANSION JOINTS �D 40' INTERVALS.
FIBERGLASS REINFORCEMENT
6"X6" WWF CROSS-SECTION
5. LOCATE 1/8"X1" CONTROL JOINTS ® 5' INTERVALS.
6. PROVIDE BROOM FINISH TO ALL HORIZONTAL CONCRETE
SURFACES.
4,a'
EXPANSION JOINT
7. EXPANSION JOINT MATERIAL SHALL BE SELF -EXPANDING,
NON -EXTRUDING, 1/2", COMPLYING WITH ASTM 1751.
�- RIGID STRUCTURE
CONTROL JOINT 1/2
r 1/2" EXPANSION JOINT
W O.C.)
1
LNGITUMIAL
d CO CRETF SIDEWALK ' c GARAGE SLAB
SECTION
CONTROL -JOINT-
_
- I I 6"X6 WWF -
I
EXPANSION -JOINT
SIDEWALK
CONSTRUCTION
NO SCALE
�OW.ujO
V
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GENERAL DETAILS
I
2005416
ISSUED:
DWG BY: JPM
CKD BY: SLS
REVISIONS
III
SHEET NO.
C-7
01 OF 9
-- _. --•i�).ii.i��.i'ii�-_i:.�..�._lu.:��_�-��.�i1.a'1-. �. zis.a�{�Ya:13: .�.��;LL�a

EXISTING
I I _
I --
OWTED
OMITTED
91u I III c
Iffi-Til
LWAM
03
EROSION AND SEDIMENT CONTROL NARRATIVE ='Q vv
jJzlP" L.
DESCRIPTIONto
EMERGENCY BY—PASS THIS PROJECT CONSISTS OF A RESIDENTIAL CONDOMINFIN BURRING ON 102 ACRES OF PROPERTY
6" BELOW SETTLED TOP WHICH IS LARGELY IMPERVIOUS AND INCLUDES AN ABANDONED FACILITY AND PARKING
OF DAM THE DEVELOPMENT INCLUDES TWO(2)SAND FILTER/NFBTRATION STORM WATER COLLECTION
IO's �j.aapOOd
SYSTEMS. ALL EROSION AND SEDIMENT CONTROL TO BE INSTALLED AS SHOWN. IN SHEETS C-SAND C-8 ,V'QA r4MAMM
ONER.IN ONCE INSTALLED AND IN GOOD WORKING ORDKEEPING WITH NC DENR STANDARDS, SITE
OVERALL 6 " FOR '/'gry/IbRlnull
CLEARING AND GRADING CAN COMMENCE.
SETTLEMENT
III
-I I �—
I
- I I I
2:1 SIDE SLOPE
MAX.
1 �
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TEMPORARY SEDIMEN WIRE SCREEN DEWATERING
POOL
F MIN
2' MAX =' _
-a
nti�L
10.
04A
�o�c-bo
SLOPE,GRAVEL FILTER
6'
`SEDIMENT \/% \-DROP INLET
/ WITH GRATE
CONSTRUCTION SPECIFICATIONS
L LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2' BELOW
THE CREST OF THE STORM DRAIN. PLACE THE B3TTOM ROW OF BLOCKS AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
PLACING 2x4 WOOD STUDS THROUGH BLOCK ❑PENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARAB'-E WIRE MESH WITH 1/2-INCH ❑PENINGS
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE..
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 21 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.
D.O.T #57 WASHED STONE IS RECOMMENDED.
3. CULVERT INLET PROTECTION (CIP) SHOULDBE PLACED AROUND THE ENTIRE PERIMETER OF
THE GRATED SECTII7N OF THE SAND FILTER.
CONSTRUCTION SCHEDULE:
1.) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2.) FLAG DISTURBANCE LIMITS.
3.) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES.
4) INSTALL TEMPORARY SEDIMENT FENCING
5.) DEMOLISH FACILITY AND GRADE SITE AS REQUIRED FOR
ROAD CONSTRUCTION, INCLUDING DITCH.
8.) ALL FILL TO PLACED IN 8' LIFTS AND COMPACTED. NO STOCKPILING ALLOWED ON SITE
ALL STAGING TO REMAIN WITHIN LIMITS OF DISTURBANCE. -
7.) TEMPORARY SEED DISTURBED AREA PER DETAIL 04, WITHN SEVEN DAYS OF DISTURBANCE
8.) COMPLETE FINAL GRADING OF GROUNDS,TOPSOIL CRFUCALAREAS
AND PERMANENTLY VEGETATE. (DETAIL 04 THIS SHEET)
9.) ONCE SANDFlLTERS ARE IN PLACE, ADD CULVERT INLET PROTECTION TO EACH. -
10) INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER RAINFALL EVENTS,
REPAIRIREPLACF AS NEEDED.
11 ) AFTER SITE IS STABILIZED. REMOVE ALL TEMPORARY MEASURES AND
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
081 CONSTRUCTION SCHEDULE
NO SCALE
TEMPORARY SEEDING IS REQUIRED DURING PERIODS WHEN PERMANENT
WILL NOT SUCCESSFULLY ESTABLISH. APPLY TEMPORARY SEEDING
DURING THIS PERIOD:
AUGUST 15-DECEMBER 30
APPLY PERMANENT SEEDING DURING THIS PERIOD:
APRIL-JULY
SEEDBED PREPARATION:
PREPARE SEEDBED TO A WELL -PULVERIZED, LOOSE, UNIFORM
SURFACE. APPLY LIME AND FERTILIZER TO THE SOIL AND MIX TO A
DEPTH OF 4 TO 6". APPLY LIME AND FERTILIZER ACCORDING TO SOIL
TEST OR LIME AT A RATE OF 90LBS. PER 1000 SQ. FT. AND
NITROGEN AT A RATE OF 24LBS PER 1000 SQ. FT. (SEE
SPECIFICATIONS)
TEMPORARY SEEDING:
SEED RYE GRAIN EVENLY AT 120 LBS PER
ACRE, TO NO DEEPER THAN 1 /2 INCH.
OTHER SEEDING, RATES & TIMES REQUIRE
A/E APPROVAL
PERMANENT SEEDING:
BERMUDA GRASS AT 1 TO 2 POUNDS PER 1000 SQ. FT.
ALL SEEDING:
APPLY SEEDING USING A BROADCAST SEEDER, DRILL, CULTIPACKER
SEEDER, OR HYDROSEEDER. BROADCAST SEEDING SHALL BE COVERED BY
RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER
OR CULTIPACKER.
MULCHING:
APPLY MULCH IN COMBINATION WITH HYDRSEEDER SLURRY CONTAINING
WOOD FIBER MULCH, OR BY HYDROSEEDER APPLIED OVER STRAW.
SPREAD WITH A BLOWER OR BY HAND. GROUND SURFACE SHOULD NOT
BE VISIBLE FOLLOWING MULCHING.
MAINTENANCE:
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR
WHERE EROSION OCCURS. DO NOT MOW TEMPORARY SEEDING AND
PROTECT ALL SEEDING FROM TRAFFIC. FOLLOWING MULCHING.
I UJLVtM I INLtz I MU I tG i K)N 1051 I tMrU ANT ANL) rtMMANCN I SttLAf4U 1041
Nn Snell NO SCALE
FENCE NOTES.
1 LOCATE POSTS DOWNSTREAM OF FABRIC TO HELP SUPPORT FENCING
AND AT A MAX. DISTANCE OF WO C WIO WRF MESH AND 8*0.C.
W/ WIRE MESH
2. BURY TOE OFFENCE APPROX. 8' TO PREVEN F UNDERCUTTNG.
3. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN TOA SUPPORT
POST AND OVERLAP TO THE NEXT POST
4 OPTIONAL FENCING ACCEPTABLE IF APPROVED BY
APPLICABLE AUTHORITIES -
FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS AND SHALL CONFORM TO THE FOLLOWING
FILTERING EFFICIENCY: 85%MIN.
SLURRY FLOW RATE. 0.3 GAUSO.FTA41N (MIN)
TENSILE STRENGTH @ 20% ELONG 3000 N IN (STANDARD)
5MLIN.IN. (EXTRA STRENGTH,
USE FENCE AOR8
WIRE TIES METAL STAKE AF
2 PER POST �6e
0 4 ASTANDARD STRENGTH -II { B EXTRA
FABRIC OVER 14 GA -II STRENGTH FABRIC
8XGWIREMESH U
SECTION - ELEVATION
m®
PLAN
PUBLIC ROAD T - 8' MIN DEPTH 2--3- COARSE
AGGREGATE
8' MIN HEIGHT DIVERSION
i RIDGE —
I \, 2%MAX SLOPE
GEOTEXTILE FABRIC
UNDERLAYMENT -- -
SECTION
CONSTRUCTION NOTES
1) AVOID CURVES N PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE
FOUNDATION AREA. GRADE AND DRAIN FOUNDATION FOR POSITIVE DRAINAGE
Z) IF THE SLOPE TOWARDS THE ROAD EXCEEDS 2 %, CONSTRUCT A RIDGE, B TO 8 INCHES HIGH WITH 11 SIDE SLOPES, ACROSS THE FOUNDATION
APPROXIMATELY 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF FROM THE PUBLC ROAD
3)
PLACE GEOTEXTLE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED.
4.) PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
5.) DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN.
B.) INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE
7) MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE SHOULD MUD BE TRACKED OR WASHED
ONTO THE EXISTAIG ROAD, THE CONTRACTOR SHALL REMOVE IT 4AMEDATELY.
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EROSION &
SEDIMENTATION
DETAILS
2005416
ISSUED: 11-10-05
DWG BY: JPM
CKD BY: SLS
REVISIONS
SHEET NO.
C.8
01 OF 9

- - -Y� ! - _ _ - µ%111H1 r8fflfl,�/
LEGEND NOTES: � __
5 OLD U. S. HWY. 70 NCSR 1205 'v�•� INS.
t oint 1_ PLUMBING CONTRACTOR TO ENSURE EACH UNIT HAS INDIVIDUAL ! _ _ ,P METER. C-9-- - 01d--Caus-ewers---Road--) ���
R/W or R-O-W = right-of-way "_ �- 2' W.M. WATER LINE - �. V) s�
" DIPdo RPZ 70 TIE INTO Ex. � ''y zo
C/L = centerline 2. PLUMBING CONTRACTOR RESPONSIBLE FOR PLUMBING FROM - �'`/ f FIRELINE WATERbIAiN ( 62 R/W E _`��Pd•�'••A0
EOP = edge of pavement POINT WHERE SEWERLINES RUN UP COLUMNS TO UPPER LEVELS. G ��
! N A SANITARY
P.P. power Ole j ' r MANHOLI -4 FT DIA. s
P P 3_ CONNECTION DETAIL TO WATERMAIN TO 8E PROVIDED AFTER j cRosslNc
' TOP= 7.5 ,itltuuf+'�fHr
FIRE=4.5
NCSR = North Carolina Secondary Road COMPLETION OF WATER LINE DESIGN(BY OTHERS), ! �. ' �. ' e ENV W(E)=2.5 CONDENSA LINE SFwER=2.Ss ����
INV IN(S)=2.7 FROM ABOVE .`��► �� '.
/` INV OUT=2.3 TO TIE INTO STORM
+&0 = existing spot shot 4. CONNECTION DETAIL TO WETWELL/PUMP STATION TO BE � �' CROSSING a � v,•y �
(SEE 4/C-9) LENS WATER=4.5 y • �`
= proposed spot shot PROVIDED AFTER COMPLETION OF PUMP STATION DESIGN(BY �` / _ BELOW GRADE F = ; �:0, ��cn =
OTHERS).lea
EOP = edge of pavement
9 P 5. THRUST BLOCKS AT ALL BENDS AND TEES FOR FIRE AND /i',/ ` _ a ';���•' aG'���
FIFE = finish floor elevation ! • ` 6. _ a
WATERLINE. �! Qbi' / i 2 PUMP. � WE ( 14V C.O. - Q_ �` a Nurrrllru
TBM = temborary benchmark �'�,; Z. STATION LL SWR=2.7 N 4- O. c.o.
/ 1,,G3"� ,� i FTR=5.9
P.I.D. - parcel identification number +/ %' 1NV-3.02 "� INV=3.09 %,Q _ _4" SDR 5 FTR=5. f a
f (BY OTHERS) _ J F_4" P 1NV=3.3
/ 4"X4"X4' TEE 4' SDR35PVC _ _ .� _ , _ _ , , _ _ �.... -- -- -- -- -
• - existing Piling location / �35 LF- _ -•- ----- - -- - ---- --- o ,
■ = post, old wooden bulkhead �/ / / ` ----- 4 LF-4" snR35 Pv -- - --
P i / / -- 63 LF-4- e. q35 PVC I + 1_0 u �- -
Ir
WV = i e invert - °- - - - -- --�
- L• n a �1a-� b .J
P P -Ln --- 10 LF-4" SDR35 PVC • -LL
I I
/ / I _ / C.Q. s ` a tr Z �iY v4 •+ c - - o o m
4 •'� O •'�
R'
� m
30' LAMA L1NE / 75' AEC f / I CROSSING 0 IN - 0�� � `� 0 IN � cl FTR-2.25S�f ` � ` � s L
5 M-5.5 4' SE R SER CE 0'I s' ` Z _
f / `r G FTR 5. " wR=3.55 1
ST 5.5 1 s 3
PROPOSED PVC STORM WATER PIPING / / 5 =3.16 F O0 UP ER LE L5 sn �, SVrR 1 SWR .25 y o o
CR SING r W
ALONG COLUM $[ O - } _J .
// �L1 F =4.5 U ER GR DE STR=5.6410 O FTR= N y 1 f r o �. LLo ; "
_ / QJ (TYP-5) SWR=2.74 "� ro '{
22_ _----= -__-- - FTR=5.6 r � I O vrs � o m��
EXISTING CONTOUR I _ - ..
h FTR=2.25 1 �. r� o
�• SWR-2.85 SWR=2.86 A I Sc r� a.
PROPOSED CONTOUR / tC 'I FTR=2.5 - (SEE 2/C-4) I r; c W v
pp [V �I Q
-- -- --- N 'j •S h T1NV 55.3 o x
3" WATER SERVICE
_ _ N I F' SAN D FI ERS P �• ° ` n3 o u
3" SEWER SERVICE I 0, 0
t I
G
4
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Q 0 0 0 00
{j N
^' G 61
- r-= ==r -- ----- --'Y-- -�_ -' O O
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UTILITY PLAN w
1 �.
SCALE: 1"=20'
C-9
u
20 10 0 20 40 Q
Dimensions ;all Kf`AC1SUr% we- alrallahle less heat rontarl factory' cx yoEx IrxA Watts rF4_-irAsFxltatlti'e for ciete Is)
i
- -- - - - - -- - NOTES V 1
1. ALL PIPES AND FITTINGS ARE 4' DUCTILE IRON PIPING UNLESS
F6e ISSS OTHERWISE NOTED.
Th ru ai,"
2. GLEANOI}T5 SHALL BE PLACED AT NO GREATER THAN 200 LF I
007 ? O09 i 9091719 ! 919 W8-75 19' x 11 ' x 22" 30W 30 28" x 2(T Z
INTERVALS ALONG 4- DIA. PIPING AND 100 LF INTERVALS
Th ru 1' ALONG 4' AND LARGER DIA. PIPING.
1--I
007 l 0129 i 909 f 719 ? 919 4til6-1 27' x 13' X 23" 601A' 3i 36' x 22"
I.4
Thru11h"
O
007 ! X9 i 9W / 7191919 WB-i 5 33' x 21' x 25" 60W 50 44" x 22" A
Thru - 2"
P4
007 !',Xg ' 9091719 ! 919 W$-2 W x 13' x 28" 90W 51) 50" x 2-T' BRASS GAP (INVERTED)
800 ,r'X81288 / 29) YJB P1B1 18' X 9' it 18" 30AI 17 19' x 27' 1/2" PER FOOT WASH �1
Increases heiq U by 6 WB-PVB T1 18" x 9' x 24" 30W 21 19" x 27' -
11h" - 2'
800,1238 Wl3-P1B2 26' x 12' x 20" GOW 39 21' x 35' " D W T As
IncTsses height +v 8' W&_PFJB T2 26' x 12' x 29' 60'IAI 120 21' x 35' GENERAL NOTES �---2=�--I COMPACTED saL
i02" - 3' all USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. ° ���� F•�y 1-�
2 r I INTERNAL YIN. MIN. MIN. CIRCUMFERENTIAL ? 24' SQ. x 6" THICK
4" 41IP7 PLUG / O
CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL !�-1
1007 , 7�_9 f OQ4 1901
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE SECTIDf1� (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT, CONCRETE COLLAR - 4' S x FIPT w
4 774 NR5 ! CSY f' I'�L.UA ACCORDANCE WITH AASHTO M189. \ I 3000 PSI MIN.
4' 994NRS. 3' )75NRS / 0$Y; 00DA . (rN.) (IN. } (SQ. IH. } I FEMALE ADAPTER
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" ! .
3' 995NRS• 4' 77ENRS, 4' 994NRS, Sri■ A7`Aii FROM THE TOP TO THE BOTTOM OF THE MANHOLE. * ` p r, 12
11
(S i2/C-�)
OP
6.25
T
INV
UNV 3�•3
0
0
r .
2 h" 3' 757DC0A 2 .� - 3 9570T,
21/2" - 3' 957RPOA --15
LVdB-f 3
7L' x 26' x 46'
1 OO'!'N 211?
82" x 3a"
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF On ABOVE THE GROUND AT OTHER LOCATIONS. �:
L
L.
L�
I^I
(-
- - -
$
B
8
O.1B 1
L- _ _ 1 1 1 _ 4- 43' ELL -�
LIMIT DEPTH OF FILL TO 30'-0" FROM FINSH OWE TO TOP OF
BOTTOM SLAB.
oHOTBOX THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE ALTERNATE CONE SECTION I I A
THINNEST PORTION OF THE TOP/BOTTOM SLAB. GRADE RING { �OyY
• •' MIN. AREA OF .STEEL f
TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
C-g SCALE: N.T.S. A DISTINGUISHABLE TOP AND BOTTOM_
_ ECCENTRIC CONE 45' WYE PVC SEWER PIPE `J .
+ 2 'MI E" MAX. SPACING
I r�
ADDITIONAL Of CIRCUM. R/F I W
1" MIN. LOCATE WALL REINFORCEMENT ! �)
CLR IY4 REBAR IN MIDDLE THIRD OF WALL
2 CLEAN -OUT DETAIL o
1" MIN. USE YIN. AREA OF STEEL IN TOP STEP STD.
2" METER BOX 9LAB OF li4'S E B" CTS. ASS. B40.BB # ��..V
�BY DEWEY, SUMPTER OR HARDY-NEWSON FLAT TOP EACNWAr/EACH FACE - �J SCALE: N.T.S.
(CIRCUMFERENTIAL I
UK tUUrVALLNf
_
FOPD EXP.
WHEEL
�-
ADDITIONAL i14 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE
PLACE BARS DIAGONAL
�T0 CORr1(TYP .)
FHWE iY1C ouT!'J
rwric er..■tNIN
ltD. A0.
s4o.s►
ADDITIONAL #4 EACH
SIDE OF OPENING 0 RISER
CLEAR OF BOTTOM FACE)
n
REINFORCEMENT
T (MIN.
AS 0.12 IN.2IFT. } j
;,
UTILITY PLAN
MORTMFrFC IEMiM:
MB.2Y
sao.sa
sro'>m
s+a. as
FORD ANGLE YOKE DUAL CHECK VALVE - � � rDr W
VALVE CTS BY BACKFLOW PREVENTION BASE
. .
YOKE LOCKWING DEVICE I - 2.5' MIN. COVER
' FRAME S GRATE ' I I I E- - I#
24'• � SEE sTD84054 �-I--j
_ II
!� Iif - - i3 - - tI�_ ~ 1 FOR MANHOLE
3' # 67 STONE 1 -rf - Er R 4 RING AND COVER
BACKFI TAMPED IN 1- `+ } 1 FIRE SEWER;
LL, FIE =- rl - + I F REINFORCED CONC. FIRE -LINE 2 Q 0 5 416
WATER -LINE / WATER -LINE /
6" LIFTS I�r - = r� - - i� t 5 �lr< i o . _ ... _o . _ . _ . _ .n' .' FTC. (SEE STD. 3.000 PSI
STORMWATER-LINE
r - - - - - r 7� v' v' v' _.9 v' • o - O 1'xt'x1' CONCRETE rr ISSUED: ?1-10-OS
�2' ► it - - rr 11 t i ;. _ _ 1625.01 IF i _ 4 1g htlN
to � ��� - - - REQUIRED) i CLEARANCE
N. AREA OF STEEL r I SAN. SEWER - IN BASE SLAB OF r �' ; DWG BY: JPM
' L - - - - - - 0.12 in2 PER LINEAR
SET BOX ON 2'x 4" CONCRETE BRICKS. FOOT EAC1f WAY SAN. SEWER CKD BY: SLS
Y502 FORD YOKE I REVISIONS
2- POLYETHYLENE i PLAN VIEW SECTION VIEW
PIPE (JACK AND BORE) UNDISTURBED SOIL
No aolNTs OR coLIPLINcs GREATS© INLET OPTION MANHOLE OPTION TYPICAL MANHOLE SECTION
4
PRE -CAST MANHOLE 5' DIAMETER 3 s CROSSOVER DETAIL
5 WATER METER BOX AND RPZ DETAIL � SHEET NO.
-C3 SCALE: N.T.S. SCALE: SCALE: N.T.S.
SCALE: N.T.S.
C-9
C-9 -
OF 9
_ i � r - -� - �- � I -1-= -� L L_-' � - - - -- J { f � ,� �.W - •L. i - � r � {i ii l i. f - _