SW8141106_APPROVED PLANS_20160823

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \ \ U lD
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
010_3
YYYYMMDD

It
It
It
It
O
'ao
o
N
LINE
BEARING
DISTANCE
W1
N
78'38'43" E
33.30'
W2
N
23'26'13"
E
23.95'
W3
N
68' 5 V224"
E
17.17'
W4
S
15'24'13"
E
26.91'
W5
S 01'54'39"
W
34.64'
W6
S
O405'26"
E
17.72'
W7
S
38'43'24"
W
28.01'
W8
S
73'18'39" W
31.27'
W9
N
70.42'14" W
29.14'
WIG
N
06.45'22
W
21.46'
W11
N
19*51'42"
E
23.61
W12
N
10.46'10"
E
21.58'
PROPERTY LINE
BLDG SETBACK LINES a
3
s � -
- }yy Invert Dev.=28.78'
O 3p 7
Sr�''I' �`
31.4
__ z9 ere
31.7' '
O __Wooden ' // •``
31.4'i,I 27.3'
D 2
4 ,� �4• ��' � . 1 s• I
o• \.' a F.'� � ' m
tp 29.9' , --' Vf1 1 1 yk \\
1 1 I \
-0 i i Am \ 1 I
N I1 1 I 3 \\
/ 404 Wetlands '
27.7' / • I i aes �\ 27.5'x
1 '
i
/ \ 3 0.13 Acres 25.7'
\ i
\ 1
l x
26.4 x / 25.8' / 26.0 / // i
AL
jG / / / 1501
25.6' /i I
24.3'
Z 7 23.5' ��1�2.7' Am
21
N �
x 27.5'
TORMWA / (
P STATION
RIM- 25.7'
INV. IN- x /
INV. O1UT=2 . 0
N\ \v o
NOTES tG\ FLO / I 0" Live Oak
\ ^O�Q lY EL 29. K N I y13" Live Oak
1. Area Determined by DMD. Q VAC t 4e- 9 .
'\ 'Do P RAP ' i i 30.0' 4
2. This property is subject to any and all easements, covenants,
QC O
ON
restrictions, right-of-ways of record, governmental ordinances ��„n 24' NG 24.1' / I�II ��' 299'
and/or requirements which may exist and limit the use �J �� 4 33' ( ' x
of this property. GQ� d5O-6"
3. This survey does not certify legal title to the land Itself, or to �� 25.1' <1•yn i�
the boundaries shown. Users of this plat should obtain an accurate --I- 5 LF 2"PVC O 0.00 6
legal opinion as to ownership to the boundaries shown on o �(�
this plat �^' , \S 25.3' \ 6 t & U 14,0
X x
4. FEMA Flood Ma Identifies arch as beingin FIRM ZONE X, \\\ •"� :•* '$ \----_
Community Panel 370295 2026 J, 6/2/06. \\ Y 'rLL• ��{ 11
14" Oak
• ,e.-feo xad
` on Edge al Pavement
Ekv.-33.oP (ruw ,sea)
•
•
9 •
E1( Drop r�I,n,,k..#
FFE=34.6' Tope Of a-" �6i. �3T.6;'1\ \ .
J .�32.7W ,ya I \. • \
/ `GR=33.5 35.1'--aa7a'_J
INV.-30.00 _ - B �. 30 \
X 34.6' Y \ z
�S, - S\a\a 34.23' __ �•� l ?�\. ` \7
It
7' 30.9' EX \2 en 34.6' \\\' pqr
i
\ O
It I
YA \ �� Or • 35.72'
It 34.7'x y
O
29.0
o \ 11 \ \I 1.71 Acres
•� ; oi\ 11 11 35.1 1 luding Wetlands \ 34.97'\ \
\7
1 1 I I I 34.8• \0 \ \\ IJe \ W
29j 1 l 1 \� \ 4 \
34.6' x N \7 16 \
.ze.7• x01 It
\
•�. ♦ i' 29,V ; III \I III �, \ 0. \�6 •\ 35.38'
p °
1 I 1 1 \ S.
\ \ ♦\ O
X 5 i i f1 I 34.3' t fn 34.V \ • `\ \
3 7'
1.740 SF
:.•\•
F'=' 36. 4 \1 \\ \\2 Live Oak 3.4• \� \ \ 3 •7 p\` \
1 ,
DR-M.7 _- 33 __-_-_ \ \ ` CONTRACTOR TO
NV.=29.85
74.49� �• Z \ RAISE EX. RIM TO
l \
\\ frf PROPOSED PVMT
,`!• }0.5' \ 72 +r5• \ \ , 03 GRADE EL 34.8
SITE COMPOSITION
TAX MAP # 232GCO16
CURRENT ZONING C-LD
LOT AREA 1.71 AC.
TOTAL RETAIL BUILDING 12,480 SF
PARKING REQUIRED (1-200) 63 SPACES
PARKING PROVIDED 63 SPACES
PROPOSED DISTURBED AREA: 1.43 AC
NO WETLANDS SHALL BE DISTURBED OR ALTERED
X 31. �r ��\ \ ; It $i �0 `r O
31.9' y
• \\ D .\ \\ \ II \ v` Z 34.95'
'j3 N
X
54.z'\ \
It \ • Q
3A It4.
`
�+ x
SIGN
31
.4 Q7 \ \' o'It : \
a' HC p
It s\ \`!�
`\
\ O \ `\3a 92'
\ \ p . � 34.55'
HC \ 33.3'(\XMY
\ \ 1
X a•
re a \ M _ \\ \\ ya\ \ �` \\ \m
n� \ o • `\ \gym 18" RCP
\ \ Invert Elev.=29.64'
` 29.7\ 1\ \\ /\\ .\ d \
\ \e
29.e' \ ro'\ \\\
2 • •" 18' RCP A \I \ \ \�\ U40' \\
nvert Elev =28.15' 3a.oa'
p $� 1 b s 1 I 1 740 SF 4 :.. °-Heroy9r�.erne 33.a
5. Tax Ma Parcel No. ti 232GC016 qq, ' Y/ 9 GR=33•4/
0 :?w y f- INV.=29.65 - `*a \.
6. Zoning " Brunswick County. C-LD �\ r x za rF - �5' aay.-3,.R4 �- 1 \
on rim rant 1
'Y O L • r : y34.9 \ (uw lsae) x z91j'
7. Setbacks 28 ____ �. \ \` 1
Front: 25' / 9$l \ .'• 1 1 \ \
Rear: 9' S� \ r EOLZER • • • 29.6' x
11 Itveer
Side: 5' \ p :` PE ' ` .''• • • .,.. 4. 1 11 \\ \ \\\ \ \ M-Naa s t
\ ''- >.`• SEE DET. \ •° g37� ---- % 1 \ \ \ \ ` \ ere..=v.er (rove 199e)
8. All distances are horizontal ground distances. ,
x2ss' \49g0 S\
9. Note fence encroachments along Llne A to B. \\ \ `'� ti ±-+ ` 1�k • R1� ���, W i / ,13'4T" `H \\ \
10. Line A to 8 is agreed line per Deed Book 3359, Page 282. 26.5'\\\x J \ Y - Z , WCONC D x 28.8' \ � � i % E" S x 32.3' \\ 33.2Y`, i 33.81'
11. Vertical Datum: NAVD 1988 It �18" 0 'A \ �_ I\ x
12. Underground utilities are shown in approximate location and are I\\ � \ �28.�9'
\O x
to be located before digging and/or construction. 26.0' N
ky GR=31. �•... w 27.7' y 31.o m
_ \Z INV.=2 .07
v 1, 29.5' 30.0'
REFERENCES - is ` ..,•:\ • i •� f It x i?
Deed Book 3497 Page 657 _ I m -:- 28.5' p
Map Cabinet -76 Page 87 INV=26 x31 S 7g13�• W \\ x ze.4' x N 84,599.73683 'nates NP a
LEGEND
xisting iron or iron pipe
OML ®
6IbwfKoR%9"IiPyt
New iron or iron PiRMt84tline
©
Sanitary Sewer Manhole
�-
NC DOT R/W MonuMplirty line
R. 4
Fire Hydrant
-0-
Concrete monument set
RR/Q
TW#p&tppe6p9Rdestal
f
Existing Corner type noted
R/W®
PLAWr gso)§3y
-E-
Existing concrete rq%oetic man.
& b
Guy Anchor
RIP RAP `
APRON x �' �
10' LONG 25.7' �9.
15 WIDE 1
d50=6•
/ x
/ 26.1'
Nr
IT
1
\\ E=2,221,037.044' o
27.7' `\
\ x �
27.1'
X \
lB
26.5,
X
DUMPSTERS W/SCREEN WALL
/��`
NO % 1 i 2014
CAW
�/aaY
0' 20' 40' 60'
SCALE: 1' = 20'
L Rg POSTDEVELOPFD
Kanoy Sf eet sW SCHEMA TIC
_
1- - 50 public R/Tr SCALE: 1" - 20'
r
CAROLINA
SITE DESIGN, INC.
ENGINEERING PLANNING
U, ✓ �I O� 31 I 291-D S.C. HIGHWAY 0 E
POST OFFICE BOX 538 [phone]
NORTH MYRTLE BEACH, S.C. 29597 OFFICE h FAX
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N
0
0
N
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LINE
BEARING
DISTANCE
W1
N
78'38'43"
E
33.30'
W2
N
23'26'13"
E
23.95'
W3
N
68'51'24"
E
17.17'
W4
S
15'24'13"
E
26.91'
W5
S
01*54*39"
W
34.64'
W6
S
Or 05'26"
E
17.72'
W7
S
38'43'24"
W
28.01'
W8
S
73'18'39" W
31.27'
W9
N
7D'42'14"
W
29.14'
W10
N
O645'22"
W
21.46'
W11
N
19'51'42"
E
23.61'
W12
N
10`46'1On E
21.58'
NOTES
1Determined by DMD.
2. This property is subject to any and all easements, covenants,
restrictions, right-of-ways of record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
3. This survey does not certify legal title to the land Itself, or to
PROPERTY LINE
BLDG SETBACK LINES
c o 32.0' 7
r 3Fen08 2�
_ _83
31 --" _ _ N IX6 12 -RCP/ •`
Invert Dev=28.76
30
31.4'
31.3'
z'
31.4'/�� I�308% _ -/� i ,27.3'x-
x
31
t13 a.4'
>
i x
}O 29.9' N/ W1 I - I ,I,
OF
.\\(TYP.
N 11 1 3 \\
2 \ 3 J AL 1 \
404 Wetlands
% x v.r i . l i � vs'x
- - - - - - - - - - - ' l \
3 0.13 Acres 25.7' �� •l
/ • s4 25.3' / 26.5' 1
i \ 25.4' i 26.0' /
26.4' X // x 25.0• / I A, (�i� /.6" 26.0' • /1
/4.1' 4.3' 25.6'//�/ • / /
,
ry -L --;c
23.8
x 27.5' / • /
STORMWATE
PUMP STATION
RIM=31.00 / �� .5.7'
INV. IN=20.90
INV. OUT=29.00 24.8'
I /
v /
23.9• / J 1 O'T
OVERFLO i 0�•- ..
WEIR z, I P' 0" Live Oak
EL 29.4209x N$ I 113" Live Oak
I
RIP RAP ' i 1 30.0• +
APRON
28' LONG 24.7' i j 29.9'
38.5' WIDE r �6100 X
d50=6'
2i \G � jCi1
5 LF 2"PVC O 0.00
the boundaries shown. Users of this plat should obtain an accurate O IN
legal opinion as to ownership to the boundaries shown on I l rr C'1
this plat. 25.3' x \\ p No `1f Z 14'
4. FEMA Flood Map Identifies parcel as being In FIRM ZONE X, \ \ •'`' F I `ts------
Community Panel 370295 2026 J. 6/2/06. •� \\ r' �'� 1 tA. "0
0 14" Oak
5. Tax Map Parcel No. - 232GCO16 4 \ i A \• '� 1 -
\
6. Zoning - Brunswick County. C-LD
•7i .\ lYit /
7. Sethocka a1 \ O +? .ti \� 28
Front: 25' , '•.i: 27.7'x
Rear: 9' $ \ `P ,:\ EQLZER
Side: 5'PE
SEE SEE DET.
8. All distances are horizontal ground distances. 1 z
iT l t• i
9. Note farce encroachments along Line A to B.
10. Line A to B is agreed line per Deed Book 3359. Page 282. 265'\\x ✓ \
11. Vertical Datum: NAVD 1988 \\ �18" Oa
12. Underground utilities are shown in approximate location and are `\ \ 1
to be located before digging and/or construction. 26.0' \
k GR=31
INV.=2 .07
REFERENCESCAL
Deed Book 3497 Page 657 _ m•
Map Cabinet 76 Page _..97- 4
- INV =2B
LEGEND
'f"
Existing iron or iron pipe
-o-
New iron or iron pipe set
-�}
NC DOT R/W Monument
-♦}-
Concrete monument set
-�-
Existing Corner type noted
-�-
Existing concrete man.
OML
Old marked line
Center line
le
Property line
RR/Spk.
Railroad Spike
R/W
Right of Way
Q
Geodetic man.
®
Sewer Clean Out
®
Sanitary Sewer Manhole
'¢
Fire Hydrant
(D
Telephone Pedestal
8
Power Pole
b
Guy Anchor
RIP RAP
APRON X10* LONG
15' WIDE 25.T it j
d50=6" \
,1
x\
26.1 \
(Py ` MIJ-1e) Nei
'OL an Edge al Povement
(n n ` De,.-35.07' (MV0 ISM)
\ ` \
6 •
d> IX Drop kdat
FFE=34.6' !a
ElGlpoptp� 6i. �3�64 \ \
Yrvert' .•32.71Y
GR-33.5 --'� n x 35.1
INV.=30.00 - B �.` 340' \
Oak 4.234.6'
R '
gtoro
x''- - ante -\ ` � •CZ
VICINITY MAP
NOT TO SCALE
i 34.6' 30.9'
SITE COMPOSITION
n\ o In O
°.6 3 TAX MAP # 232GCO16
,,\ 1 ���jjjp 1 DOMESTIC WATER
30 �' \\1 \\\ \\\ f '�' 't \\ \ ` \\ 35.72' TAP BY UTILITY CONTRACTOR
28.8' •? f ``••I[ ,\ \ 51,E 34.7'x •\ `�s \ 1" DOMESTIC METER \ CURRENT ZONING C-LD
V, BY BRUNSWICK COUNTY
`�, \ \ Pueuc UTILITIES LOT AREA 1.71 AC.
35.0'\ ` \ RPZ dt WATER SERVICE TO BLDG `,;Z\ TOTAL RETAIL BUILDING 12 480 SF
?J \ 1 I •� \ • BY UTILITY CONTRACTOR >'
W . 29.01 =0 \\ 1\ 1\ \I \11 C1 `\ � ` \ �
11 0\, \ \ ` 1.71 Acres 1n \� \ , PARKING REQUIRED (1-200) 63 SPACES
11 0\1 ; 1 \I35.1; , 5 lading Wetlands mo ` TAP BY UTILITY c¢o PARKING PROVIDED 63 SPACES
1 NX If1 i / P OR
34.6' m -1
1t. 1 1 29. tq /CP I / m \ • \ i0
.28.7' •x *, /•3r•--N(C�,tS. p n0
IP1\\� PyC 1 ` \ $� \m \ •\\ 1 DOMESTIC WATER O
5' C8 5� 74.3'
x \ ' r<\ \ `\ TAP BY UTILITY CONTRACTOR ,• . ;\� 1" DOM METER do 3/4" IRR METERL
\ BY BRUNSWICK COUNTY
In PUBLIC UTILITIES 1
1,740 SF (\ 5\°Pej \� \ \ \ RPZ At WATER SERVICE TO BUILDING PROPOSED DISTURBED AREA: 1.43 AC
24' U. ook ' : 39�7' � BY UTILITY CONTRACTOR �.
13 \'I . _ _____x -�ti 7 \ \ \. 0 NO WETLANDS SHALL BE DISTURBED OR ALTERED
'\ GR=313.7 \------- - 33 -- - ` O `\ CONTRACTOR TO
,\ NV.=29.B 34.4$ `. 2 \ RAISE EX RIM TO
J •ii 1 PROPOSED PVMT
32
y : 30.5'` \ p` .0 i` \GRADE EL 34.8
' 5
/ •'• i `B�`V 31. _ _ -x' -SSM 42 : C)
\\ 'jk 0 •2 Dev=34.01'
\ 3q$ Invert Dev.=24.59
.a' I .� . 1 X n \ ♦
x \ 0 3 0
v.3' " SEWER TAP BY UTILITY
X TEMPORARY \� '\ \\_ • CONTRACTOR d
' `\; f•\ SIGN \ GRAVEL CONST.
n •\\ . A ENTRANCE ZL�
1\ r r I e. , • • " � 31 ---- ���\ \ `\\ `\ 6" SEWER TAP BY UTILITY
F = 3 .0 X A _ p\ \ CONTRACTOR
o.' •:t h 92X 1" DOMESTIC WATER
•.1 W \ `, 0\. \92 34.55' TAP BY UTILITY CONTRACTOR \I
1" DOMESTIC METER
x 9.5' \ • e,40 \\ \\�_ \\ BY BRUNSWICK COUNTY \
PUBLIC UTILITIES
yeti \\ �• \\\\ \n BYRPZ
UTILITY SERVICE CONTRACTOR
BLDG
1 e a
E RCP
•0. • _,,t,t�p------ ��'� ttet� `\ O�\ .\ v \\ \ y Invert Dev.=29.fi4'
29.7' \ .4 C.y�
• _ 6 9\ i`\� \\% \\ •mo`\\ ` �`0` \� \m
3 .T_ �•9"tNSi N \ \ m4 \1m \ \ \ .•` \\ Cook \B PCF
CJ\
Al..
�[L 1 \\ m I y.40'1. \\
s 2 A• 18t" RCP m A 1 I , \ 1\. ` \\
' • X3 \ � InverElev =28.15' \ 1\ '\ 34.0e'
39 GR-33.4�
P1740 3S5 INV.=29.65
Fx
\ .. ' X•r�. (ruvo lase)
4•A \ \I \\ \ v"
29.6' x
I \ i \ \ • \ 19u-ura MR Set
" "-.a 0 33y. -- , 1 \ \\ \ ` \ an -uer (evs 19M)
29s' 1X / -- --- ; \\ \\ T� upe
CO NC' ORt y- I Y5�\ - 7 1 Z
v[ 28.9' �`� O I % / 1 32.T \ JJ.27 33.81'
• ! b
I I lst
w►L6+.�1� 252.52 29.5' 30.0' 3 to
r• A_ 28.5'
27.1' •�'r=�• \ X
Sg13'S0• W \� X 28.4'
`\ 27.T `.
X \
\ 27.1' \\
N� X \
?e
X 26.5'
DUMPSTERS W/SCREEN WALL
NAD 83 Coordinates
N=64,599.736'
E=2,221,037.044'
Stree S �-
-- 509 public
0' 20' 40' 60'
SCALE: 1" - 20'
CIVIL SITE PLAN
SCALE: 1" = 20'
7 --
g N0 2 5 IN
SITE DESIGN, INC.
c,. V' ENGINEERING • PLANNING
291-D S.C. HIGHWAY 90 E
=yil L POST OFFICE BOX 538 [phone]
'I NORTH MYRTLE BEACH, S.C. 29597 OFFCE do FAX
CAROLINA
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NOTES
1. STONE SIZE - USE 11 AGGREGATE (SEE ASTM C33-03)
2. FABRIC- INSTALL A NON -WOVEN GEOTEXTILE FABRIC THAT MEETS THE REQUIRMENTS
OF SECTION 804.11 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
2000 EDITION PRIOR TO PLACING ANY STONE.
3. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
4. THICKNESS - NOT LESS THAN 8 INCHES.
5. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS.
6. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL
BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAIN, DITCH OR WATERCOURSE
THROUGH THE USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY.
THIS MAY REQUIRE PERIODI TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
N.T.S.
-- 5' MAX. ----I
POST
MIN. 12 GA"
W.W.F. I
36'
POST
WIRE FABRIC
FABRIC
EOFABRIC
. BURIAL
NOTES
1 - 6" x 6" WELDED WIRE FABRIC SHALL BE A MINIMUM OF 36' IN WIDTH.
2 - FILTER FABRIC SHALL MEET OR EXCEED 150 LBS GRAB TENSILE STRENGTH
PER ASTM-D-16-82, 180 PSI BURST STRENGTH PER ASTM-D-2263 AND
70 ON COE E.O.S. TEST
3 - STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -
FASTENER TYPE
4 - WOOD POST SHALL BE A MIN. OF 6'-0' IN HEIGHT AND 4' IN DIAMETER
WIRE SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE
STAPLES 1-1/2" LONG
SEDIMENT FENCE
N.T.S.
2 X 4" WOOD FRAME
SCREEN FENCE TO SURROUND
AND CONCEAL DUMPSTER
(SEE ARCHITECTURAL DETAIL)
< a�6L
< l
'I d
`M ' ' DUMPSTER <' .
'• + 5'-6" x 5'-6' BOLLARD
• eO
1,4
•' ..TO -FA .OF -CUR
:6"�3000 P.S.I. CONCRETE- '
�... ° W/ 6x6 W.W.F. :•° •'.:
TOP VIEW
CONCRETE DUMPSTER PAD
WITH SCREEN
N.T.S.
FILL WITH CONCRETE
"VAN ACCESSIBLE" OR "STANDARD"
ACCESS RAMP HANDICAP PARKING SIGNAGE
SLOPE 6' O 10c12"
k TAPER CURB (TYP)�
(SEE DETAIL) ANCHORED WHEEL STOP
[AT EACH SPACE (TYP)
4' SIDEWALK
(SEE DETAIL) FACE OF CURB
Zf
® J �"
FACE OF WHEEL STOP
2!0
5'
VARIES VARIES
VARIES
(SEE PLAN DIMENSIONS)
NOTE, SEE SECTION 025W PAVEMENT MARKINGS OF THE SPECIFICATIONS.
HANDICAP PARKING SPACES
N.T.S.
HANDICAP ACCESS NOTES:
HANDICAP PARKING ACCESS AISLES SHALL BE FLAT AND ACCESS CURB RAMPS SHALL NOT EXTEND
INTO THE PARKING ACCESS AISLES.
ALL CURB CUTS FOR HANDICAP ACCESS SHALL BE LOCATED AS INDICATED ON THIS PLAN AND SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS.
ALL SIDEWALKS SHALL BE CONSTRUCTED WITH NO ABRUPT GRADE CHANGES GREATER THAN 1/2"
UNLESS AN APPROVED ACCESS RAMP IS PROVIDED.
ALL SIGNAGE FOR HANDICAP PARKING SHALL BE AS REQUIRED BY THE AMERICANS WITH DISABILITIES
ACT HAND BOOK CHAPTER 11 CABO A117.1 1992 EDITION. SIGNAGE SHALL BE INSTALLED A 8' ABOVE
AND VISIBLE FROM THE DRIVEWAY WHEN A CAR IS PARKING IN THE DESIGNATED SPACE.
1/4' WHITE
6" I.D. GALVANIZED REFLECTIVE
STEEL PIPE
3/8' WHITE
REFLECTIVE
6" CONCRETE PAD
REQUIRED A'
VAN ACCESS
SPACES
GALVANIZED
CONCRETE FOOTING CHANNEL
BOLLARD
N.T.S.
GRADE LIGHT
BROOM
1 2 RADIUS 4' TSIDEWALK
(TYP•) W/ LIGHi BROOM FIN.
VARIES
I /
�3/8I TEX-MASTIC ASPHALT - IOJTM PIT TOOLED
O i o D.C. -
EXPANSION JOINT FILLER BY -
J Ic P PETROLEOM PRODUCTS
30 O.C. -
NOTE: TOOLED JOINTS SHALL OCCUR AT 10' O.C. AND EXPANSION 6' � 6"
JOINTS AT 30'-0"
TOOLING SHALL BE LEFT EXPOSED TO CREATE "PICTURE FRAME" EFFECT
MONOLITHIC SIDEWALK
N.T.S.
FINISH GRAD
IIIL4
NOTE: EACH SPACE MALL DISPLAY ONE (1) HANDICAPPED
PARKING SIGN (INTERNATIONAL SYMBOL OF ACCESS) AND
THE PARKING SURFACE HALL BE IDENTIFIED WITH THE
HANDICAPPED PARKING SYMBOL AND PAVEMENT STRIPING.
(SEE DETAIL) SIGN SHALL BE LOCATED FOUR (4) FEET ON
CENTER FROM THE WHEEL STOP. VAN ACCESSIBLE SPACES
AS SHOWN ON THE PLANS SHALL INCLUDE AN ADDITIONAL
SIGN DENOTING 'VAN ACCESSIBLE".
HANDICAP PARKING SIGNAGE
LEVEL OF
PAVEMENT SECTII
(SEE PAVEMENT
N.T.S.
3/4" 0 HOLE TO BE USED
PLAN VIEW FOR 2'-#4 REIN BAR TO BE
INSERTED FOR ANCHORING
WHEEL STOP TO PAVEMENT.
CONCRETE WHEELSTOP
N.T.S.
6" - 3000 P.S.I. CONCRETE
WITH 6" x 6" W.W.F. AND
POLYETHYLENE VAPOR BARRIER
- t
\%';ice' �i �'/,� %i // //// •// ,//'a,/
VA VA/VA/VA/VA/VA/�
�\ �\ �\ �\ �\ �\ / SUBGRADE COMPACTED TO
98x MAX. DENSITY
( STANDARD PROCTOR )
NOTES
CONTRACTION JOINTS SHALL BE SAW CUT INTO HARDENED CONCRETE TO A
DEPTH OF 1 1/2". CONTRAC11ON JOINTS SHALL BE EV€NLY SPACED AS
INDICATED ON THE DRAWINGS AND NOT EXCEEDING 25 SPACING.
CONCRETE PAVEMENT SECTION
N.T.S.
1 7" - 1 11"
RM
18" REJECTION CURB & GUTTER
N.T.S.
1'
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N.T.S.
CIVIL DETAILS
sf C CAROLINA
SITE DESIGN, INC.
ENGINEERING
�• L'� .ory"' PLANNING
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291-D S.C. HIGHWAY 90 E
ly POST OFFCE BOX 538
11 NORTH MYRTLE BEACH, S.C. 29597
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4" OUTLE
INV.-20.4
TO PUMP
13'-2'
�i 7'-3" -- (- — 7*-3" I (�
4" --t Yam— 3
LID SECTION VIEW
CAST -IN
RING & COVER
LARGE STORM
/3,5'xl'
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EL 29.40
4'-O" I—
3'-6"
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SOLID WALL
PIPE
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GEAR WA
PUMP CHAMBER
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*'MOTE ALL COMPONENTS OF THE SAND FILTER TO
BE TRAFFIC BEARING.
FINISHED STRUCTURE TO BE ABLE TO
WITHSTAND VEHICULAR TRAFFIC
STRUCTURAL DESIGN BY OTHERS
SEE MANUFACTURER'S SPECIFICATIONS
r
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1. ALL RIP RAP SHALL BE QUARRY GRANITE FREE FROM TRASH AND
OTHER DELETERIOUS MATERIAL STONE SIZE SHALL BE 6" d50.
2. FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIP RAP AND
EARTH FOUNDATION. THE FABRIC SHALL BE PLACED ACROSS THE
ENTIRE BANK TO RECEIVE THE STONE LINER. FABRIC SHALL TOE
INTO THE TOP AND BOTTOM OF THE BANK 12 INCHES MIN. FABRIC
SEAMS SHALL OVERLAP 12 INCHES MIN.
FILTER FABRIC SHALL BE MIRAFI 14ON OR APPROVED EQUAL
RIP RAP
BANK STABILIZATION
N.T.S.
2' SCH80 PVC TO
LEVEL SPREADER
EQUALIZER
SECTION VIEW A -A
108,
WATERPROOF
-15" EQ. -
PIPE O 0.0E
INV.-22.40
SAND FILTER
N.T.S.
Ia.Qa111de7
TO STREAM
• :a
3' WIDE, 6" DEEP 1" R
#57 STONE ONFILTER FABRIC4
11TI4 v. •d :.e
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GRATE ELEVATION FRAME & GRATE
( SEE PLAN VIEW )� `FASf JORDAN IRON WORKS, INC.
/ V-5636
�5" RCP INFLOW
INY.=29.00 to
1
WEIR EL = 22.90
EL - 21.40
EL = 20.90
EL = 20.40
A
PRECAST CONCRETE BOX
5"
UNDERDRAIN WHERE
REQUIRED SHALL ENTER
THE BOX AT THE SAME
ELEVATION AS THE
INVERT OUT
PRECAST BOX SHALL HAVE 6" DLA. HOLE IN
THE BOTTOM AND INSTALLED ON A MIN. 6"
BED OF STONE. STONE SIZE SHALL BE 057
FOR PLACEMENT IN CLAY SOILS & PEA GRAVEL
FOR PLACEMENT IN SANDY SOILS.
SECTION A -A
STABLE BEDDING
(REPLACE PER SPECIFICATIONS
IF UNSTABLE)
PERMANENT POOL
CHAMBER
A�
OUTLET PIPE
A-�-�
36" x 36" PRECAST CONCRETE BOX
COMPONENTS SHALL BE DESIGNED & INSTALLED
TO WITHSTAND H-20 LOADING
TOP VIEW
CATCH BASIN
N.T.S.
GROUT EACH JOINT
WITH NON -SHRINK GROUT
AND WRAP WITH
FILTER FABRIC
DRAINAGE CULVERT JOINT
N.T.S.
SEEDING SCHEDULE:
SOD: SOD SHALL BE BERMUDA 419 IN GOOD CONDITION, HEALTHY, FREE OF WEEDS,
INSECTS, DISEASE AND PROVIDED IN ROLLS OR SQUARES.
PERMANENT SEEDING: GRASS SEED SHALL BE FREE FROM NOXIOUS WEED SEEDS AND
RECLEANED. SEED SHALL BE RECENT GRADE A CROP TREATED WITH APPROPRIATE
FUNGICIDE AT TIME OF MIXING AND DELIVERED TO THE SITE IN SEALED CONTAINERS
WITH DEALER'S GUARANTEED ANALYSIS:
X PROPORTION BY WEIGHT:
30% CARPET GRASS
3OX BERMUDA GRASS
20X CREEPING FESCUE
2OX KENTUCKY 31
MIXTURE SHALL CONTAIN 20 POUNDS OF RYE PER 100 POUNDS OF SEED IF PLANTED
NOVEMBER THROUGH MARCH.
HYDROSEED: HYDROSEED SLURRY MIXTURE SHALL BE:
WOOD FIBER MULCH 1200 LBS/ACRE
CARPET GRASS 50 LBS/ACRE
BERMUDA GRASS 40 LBS/ACRE
10/10/10 FERTILIZER 4DO LBS/ACRE
RYE GRASS SHALL BE ADDED AT A RATE OF 150 LBS/ACRE IF PLANTED BETWEEN NOVEMBER AND
MARCH.
GENERAL NOTES•
1. BOUNDARY & TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY
PREPARED BY BOBBY M. LONG & ASSOCIATES, DATED 2-19-14. REVISED 6-4-14..
SITE PLAN BY SPEAR DESIGNS
2. ALL WORK SHALL COMPLY WITH APPLICABLE STANDARDS, ORDINANCES, REGULATIONS AND
OTHER REQUIREMENTS OF BRUNSWICK COUNTY, THE N.C. DEPARTMENT OF
NATURAL RESOURCES, THE U.S. ARMY CORPS OF ENGINEERS, THE U.S. ENVIRONMENTAL PROTECTION
AGENCY, THE NORTH CAROLINA DEPARTMENT OF LABOR AND THE U.S. OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION AND OTHER LOCAL, STATE, AND FEDERAL AGENCIES HAVING
JURISDICTION OVER ANY OF THE PORTIONS OF WORK ASSOCIATED WITH THIS PROJECT.
AGENTS OF EACH OF THESE AGENCIES HAVE LEGAL RIGHT TO ACCESS AND INSPECTION OF
ANY AND ALL PORTIONS OF THE WORK AND SITE AT ANY TIME, SCHEDULED OR
UNSCHEDULED. ANY PENALTIES, FINES, OR VIOLATIONS SHALL BE AT THE EXPENSE OF
THE CONTRACTOR. UNLESS THE RESULT OF THE ACTIONS OF OTHERS.
3. NO PORTION OF THE WORK SHALL BE ACCOMPLISHED UNTIL THE APPROPRIATE PERMITS
AND APPROVALS COVERING THAT PORTION OF THE WORK HAVE BEEN RECEIVED.
4. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS OR TEMPORARY SERVICES WITH
REPRESENTATIVES OF APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL CONFIRM
THE PRESENCE OF UTILITIES OR LACK THEREOF ON ANY PORTION OF THE SITE(S) PRIOR
TO PERFORMING WORK IN THOSE AREAS. CONTRACTORS' BID PRICE SHALL INCLUDE THE
COST OF UTILITIES REPLACEMENT. RELOCATION AND/OR MAINTENANCE THE CONTRACTOR
SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR INSTALLATION OF POWER,
TELEPHONE, CABLE AND GAS SERVICE ANY DAMAGE TO EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS
OR DESIGN PRIOR TO CONSTRUCTION.
6. CAROLINA SITE DESIGN, INC. WAIVES ANY AND ALL RESPONSIBILITY AND/OR LIABILITY
FOR PROBLEMS ARISING FROM DEVIATION FROM THESE DOCUMENTS AND THEIR DESIGN INTENT.
AND/OR FROM PROBLEMS ARISING FROM THE FAILURE OF OTHERS TO NOTIFY CAROLNA
SITE DESIGN, INC. AND/OR FOLLOW CAROLNA SITE DESIGN, INC.'S GUIDANCE CONCERNING
ANY ERRORS, OMISSIONS OR INCONSISTENCIES WHICH MAY BE FOUND HEREIN.
GENERAL SPECIFICATIONS-
- CONTRACTOR SHALL REFERENCE NCDOT STANDARD SPECIFICATIONS AND THE
INTERNATIONAL BUILDING CODES FOR SPECIFICATIONS REGARDING THIS WORK.
- WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE PLUMBING
CONTRACTOR. PLUMBER SHALL MAKE ALL SERVICE TIE INS TO THE BUILDING.
- ALL ROOF LEADERS SHALL DISCHARGE TO DRAINAGE SYSTEM.
SEDIMENT AND EROSION CONTROL NOTES:
*****'*SET UP PRECONSTRUCTION CONFERENCE WITH NCDENR LAND QUALITY & ENGINEER AT LEAST 3
DAYS PRIOR TO BEGINNING WORK.********
- PROVIDE MINIMUM 25' WADE X 50' LONG X 8" DEEP GRAVEL ENTRANCE PAD
AT ALL CONSTRUCTION VEHICLE ACCESS POINTS TO DISTURBED PORTION
OF THE SITE.
- CONTRACTOR TO PROVIDE AND MAINTAIN SEDIMENT FENCE AS REQUIRED
FOR DURATION OF CONSTRUCTION ACTIVITIES.
- INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY
FOLLOWING ANY RAINFALL OF 0.5" OR MORE IN A 24-HOUR PERIOD. RESPONSIBLE INDIVIDUAL SHALL LOG
INSPECTION DATES ON THIS SHEET AND SHALL KEEP A LOG WITH THIS PLAN DESCRIBING ANY CORRECTIVE
ACTIONS TAKEN. SEDIMENT ACCUMULATIONS ALONG SILT FENCE SHALL BE PROMPTLY REMOVED.
- ANY AREAS ALONG THE PERIMETER OF THE PROJECT MUST BE STABILIZED WITHIN 7 DAYS OF LAND
DISTURBANCE THESE AREAS SHALL BE SEEDED & MULCHED PER SECTION 2201 OF THE SPECIFICATIONS.
- ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14-DAY PERIOD, OR WHICH HAVE NOT
BEEN GRADED WITHIN 14 DAYS SHALL BE STABILIZED PER SECTION 2201 OF THE SPECIFICATIONS.
- ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL COMP'ETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES MALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
- THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAYS =ROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED
- TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO OVERT SEDIMENT -LADEN WATER
TO APPROPRIATE TRAPS OR STABLE OUTLETS.
- LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS WHAT COULI
BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM
WATER DISCHARGES.
- PROVIDE PERMANENT COVER OF ALL NONPAVED AREAS PER LANDSCAPING PLAN
OPERATION & MAINTENANCE STORM WATER MANAGEMENT
cYSTE1M9
- THE OWNER IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER MANAGEMENT SYSTEM.
- PERIODIC MAINTENANCE OF THE SYSTEM MUST BE PERFORMED FOR THE SYSTEM
TO FUNCTION PROPERLY. PERIODIC MAINTENANCE SHOULD INCLUDE THE FOLLOWING.
- MAINTENANCE OF ALL PARKING AND LANDSCAPED AREAS
- REMOVAL OF ALL SEDIMENT AND TRASH FROM THE PERVIOUS PAVEMENT AND SAND FILTER
AS PRESCRIBED IN NCDENR MAINTENANCE AGREEMENT
CONSTRUCTION SEQUENCE - ALL ROOF LEADERS SHALL DRAIN TO PROPOSED STORM WATER MANAGEMENT SYSTEM
(MUST BE STRICTLY FOLLOTfO
1. CONSTRUCT GRAVEL ENTRANCE PADS, AND INSTALL SEDIMENT FENCING.
2. CALL ENGINEER FOR INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES WITHIN 7 DAYS OF INSTALLATION.
& UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, COMMENCE GRADING
ACTIVITIES. FOR ANY DEMOLITION OR OTHER ACTIVITIES DESIRED PRIOR TO COMPLETION OF
ALL EROSION AND SEDIMENT CONTROL MEASURES, INTERIM MEASURES ACCEPTABLE TO AND
PRE -APPROVED BY THE ENGINEER MUST BE PROVIDED.
4. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND
IMMEDIATELY FOLLOWING ANY RAINFALL OF 0.5" OR MORE IN A 24-HOUR PERIOD.
5. CONSTRUCT TEMPORARY DITCHING AND/OR OTHER METHODS AS REQUIRED TO DE -WATER
THE SITE AND PROVIDE POSITIVE DRAINAGE THROUGH OUT THE ENTIRE CONSTRUCTION PERIOD.
INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES AS NEEDED FOR ALL METHODS
USED TO DE -WATER AND PROVIDE POSITIVE DRAINAGE. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING ALL MEASURES NECESSARY FOR DE -WATERING AND POSITIVE
DRAINAGE THE ENGINEER SHALL APPROVE ALL SEDIMENT AND EROSION CONTROL MEASURES.
3' WIDE, 6" DEEP ALL DE -WATERING AND GRADING TO PROVIDE POSITIVE DRAINAGE WITH SEDIMENT/EROSION CONTROL
GRASSED SWALE MEASURES SHALL BE PROVIDED AS NECESSARY BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER.
6. PERFORM NECESSARY EARTHWORK TO PREPARE THE BUILDING PAD AND INSTALL ALL UTILITY
INFRASTRUCTURE WITH SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED.
PERFORM ALL REMAINING EARTHWORK AS REQUIRED AND CONSTRUCT ALL PAVED AREAS AS
-A SPECIFIED.
18 CONCRETE LEVEL SPREADER
N.T.S.
******ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED D RA INA GE DET
MINE OR OTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES THE SITE CAN BE
TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITE WITHOUT
ADDITIONAL PERMITS. DISPOSAL AT ANY OTHER LOCATION MUST BE INCLUDED AS A PERMIT
REVISION TO THIS PROJECT.
7. PERMANENTLY STABILIZE AREAS IN ACCORDANCE WITH SECTION 2201 AND THE LANDSCAPING
PLANS. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS I n�
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT CAROLINA
PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS t
S. UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION OF SITE BY ENGINEER AND CITY OF BRUNSWICK $ SITE DESIGN INC.
REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED.
ENGINEERING • PLANNING
9. UPON COMPLETION OF PROJECT, THE RECORD SET OF PLANS SHALL BE RETURNED TO e. 291-D S.C. HIGHWAY 90 E
ENGINEER•,. POST OFFICE BOX 538
14' NORTH MYRTLE BEACH, S.C. 29597
Azz,s
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OFFICE & FAX
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CAST IN PLACE MH FRAME & GRATE. ALL COMPONENTS SHALL BE DESIGNED do
INSTALLED TO WITHSTAND H-20 LOADING
TOP VIEW
N.T.S.
BOX
PUMP STATION NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF BRUNSWICK COUNTY.
2. ALL HINGES, GUIDE HOLDERS, CHAIN HOLDERS, ALL NUTS, BOLTS, WASHERS, AND OTHER FASTENERS SHALL BE 302 STAINLESS STEEL
3. NEMA 4X ENCLOSURES SHALL BE FIBERGLASS AND RAIN TIGHT.
4. ALL WET WELL HARDWARE SHALL BE MOUNTED SUCH THAT ANY COMPONENT CAN BE REMOVED.
5. THE POWER CABLE IS TO BE WIRED NON-STOP FROM THE PUMP TO THE BOTTOM OF THE STARTER WITH NO JUNCTION BOXES OR SPLICES IN BETWEEN.
S. WET WELL do ALL PUMP ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
7. ALL PIPING AND FITTINGS WITHIN THE WET WELL SHALL BE SCH80 PVC.
8. PUMPS AND MOTORS SHALL HAVE A STAINLESS STEEL CABLE OR CHAIN FOR LIFTING. TOTAL LENGTH SHALL EXTEND 6' FROM THE TOP OF THE WET WELL.
9. LOCATION OF THE CONTROL PANEL WILL BE DETERMINED IN THE FIELD BY ENGINEER/OWNER.
10. INFLUENT PIPING TO PUMP STATION SHALL BE P.V.C..
11. PUMP IS TO BE GOULDS WS0311B MODEL 3886, 1/3 HP, 115 VOLT, 1 PHASE MOTOR. SHOP DRAWINGS WILL BE REQUIRED FOR THE ENTIRE PUMP STATION ASSEMBLY.
12. CONTROL PANEL IS TO CONTAIN AUDIO AND VISUAL HIGH WATER ALARMS, OPTIONS FOR CLASS 1, GROUP D. DIVISION 1 REQUIREMENTS, LIGHTNING ARRESTOR, AND 115 VOLT DUPLEX
CONVENIENCE OUTLET WITH SEPARATE 15 AMP GROUND FAULT BREAKER
13. FLOATS SHALL BE MERCURY TYPE PILOT DUTY DEVICES MOUNTED IN A CORROSION RESISTANT POLYPROPYLENE HOUSING WITH 30' CORDS.
GENERAL ELECTRICAL NOTES
1. ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL
CONTRACTOR WITH AN APPROPRIATE BUSINESS LICENSE.
2. ELECTRICAL PERMITS SWILL BE APPLIED FOR AT BRUNSWICK CO.
DEPARTMENT OF CODE ENFORCEMENT BY THE CONTRACTOR.
3. SEE PUMP STATION SPECIFICATIONS FOR ALL ELECTRICAL AND
CONTROL REQUIREMENTS.
ELECTRICAL KEY NOTES
3'X4' PUMP CHAMBER EXTEND 2" SCH BO P.V.C. TO ALUMINUM O ALUMINUM 3Qx 3 x 1/2 370P3CAP.1/SETxSQUARELONG
TUBE IN
TERMINAL POINT AS REQUIRED CONCRETE.
2' SCH80 PVC O ALUMINUM CHANNEL 6" x 1/2". ALL BOLTS, NUTS, WASHERS,
J 2 ETC., NECESSARY TO FABRICATE THE RACK AND INSTALL THE
EQUIPMENT SHALL BE STAINLESS STEEL
O3 STAINLESS STEEL NEMA 4X PUMP CONTROL PANEL BY BARNES.
MOUNT TOP OF PANEL SIX FEET ABOVE SLAB.
O EYS SEALOFF FITTINGS WITH DUXSEAL
/D 3 - 1 1/2 " PVC CONDUITS TO WET WELL FOR PUMP POWER
FLOAT CABLES.
1 1/4 " PVC CONDUIT WITH 4-j2THHN CONDUCTORS TO
PLAN VIEW © UTILITY COMPANY TRANSFORMER HAND HOLE AS
DIRECTED BY UTILITY COMPANY.
N.T.S. 0GROUND ROD AND CLAMP.
ACCESS COVER WITH UPPER GUIDE
BRACKETS, CHAIN HOOKS AND CABLE
HOLDERS SH'LLL BE CAST INTO THE
SLAB. FLAT TOP MH FRAME/GRATE
C.I. VALVE BOX
OF SLAB
?ON = 31.00
�-(2) LIFTING LUGS
6s, SS EXT. HANDLES
i�/ do BRACKETS SS 19
PUMP
LIFTING
3- 2" NYLON ELEC COUPUN� CABLES
FOR PUMPS AND FLOATS -2" PVC UNION
2" COUPLING
2" PVC TEE M
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WATER ALARM
INV.=29.00 w w L'u
2" PVC SCH80 I II II
TRUE UNION
BALL VALVES 71
2• PLUG VALVE I I II II
IIII � �II�
= 28 00 HIGH WATER ALARM — GUIDE RAIL PACKAGE M7ALL BE L SET 3"X3" SQUARE L_ J
STAINLESS STEEL IBE IN CONCRETE
WITH INTERMEDIATE RAIL SUPPORT PER 12" L� .
= 24.90 LAG PUMP ON
THE MANUFACTURER'S SPECIFICATIONS DIA. FRONT VIEW
— I
U. = LJ.VV LLAV rvmr "I - C y�
'PVC SCH80 MALE ADAPTER
+ METER R IC 40 THICK
CONCRETE PAD
EL - 22.40 PUMPS OFF _ —
4" PVC FROM e d e
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PLAN VIEW
PUMP STATION CONTROL
PANEL DETAIL
N.T.S.
DRAINAGE PUMP
STATION DETAILS
NOV 2 '
CAROLINA
SITE DESIGN, INC.
ENGINEERING " PLANNING
291-D S.C. HIGHWAY 90 E
POST OFFICE BOX 538
[phone]
NORTH MYRTLE BEACH, S.C. 29597
OFFICE do FAX
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SHEET
C-4
OF 4

1)
0
i
LINE
BEARING
DISTANCE
W1
N 78'38'43" E
33.3W
W2
N 2326'13" E
23.95'
W3
N 68'51'24" E
17.17'
W4
S 15!24'13" E
26.91'
W5
S 01'54'39" W
34.64'
W6
S 04"05'26' E
17.72'
W7
S 38'43'24' W
28.01'
W8
S 73'18'39" W
31.27'
W9
N 7(r42'14' W
29.14'
W10
N 06'45'22' W
21.46'
WW1
N 19'51'42" E
23.61'
W 12
N 10.46' 10" E
21.58'
l
,tt
rP �`t
O \\
PROPERTY UNE
�t
BLDG SETBACK ONES -0
O 'C1 32.0' _
i, 31 -�N� EX 12" RCP/
Invert Elev=26.78�
' 80
31.4' .ate '��-
O' - _-Wooden
31.4',�f_,30%1 -i /' ____ _..j(
--------- 27.3'x_ 8.4'
31
� A
/ 1
'S° 29.9'
aw.1
-n
tiq a ' r/ ey
, r i
v.r
• 404 Wetlands • i 27 5'
J 1 t
X
---------------
x
1 _
/
0. i3 Acres 25.7'
z' AREA OF REFUGE OR )PROVIDE
ADA APPROVED C RA*P,
' 25.4' 0'
i/
26.4' x /,x 26 ,
t
i
i
24.1' 25.6' /� ♦ ,
1 i 1 24.3' J
1
22.9' -.4 x I
y 23.5' 2.1
W8 •// v
J 24.3X \� �! 28.
-1 \ `4 N
�j 23.8'7 • • / '
/
$ i x 27.5'STOR%6,iw
• /•` i 'r
PUMP STMWA ATION / q �4. J'
RIM=31.00 / �3"� 25.7' i r--
INV IN=20.90 X �c
INV. OUT=29.00 24.8'
OVERFLO O tr' �,
NOTES WEIR '` ' 6 0" Live Oak'
El- 29.4�� 13" ive Oaks
20.9
1. Area Determined by DMD. 's t �-: I
' ?. v.= '
2. This property is subject to any and all easements, covenants, RIP RAP 3o.0
2 , ,
restrictions, right-of-ways of record, governmental ordinances 28RON za 1' •; ---:¢ i 2g g
and/or requirements which may exist and limit the use 38.5' WIDE 1 x
of this property. d5O=W
3. This curve does not . Us legal this to the land Itself, or to
the boundaries shown. Users of this lot Mould obtain an accurate 5 LF 2`PVC O 0.00 M t• �o��
legal opinion as to ownership to the boundaries shown on i � � -c- N )1 k7: O 14" Oak
this plat. z5.3' Z
X
4. FEMA Flood Map Identifies parcel as being in FIRM ZONE X,
Community Panel 370295 2026 d, 6/2/06.
.cZZ 1,. •w } r G v N 4 Oak"
i
5. Tax Map Parcel No. - 232GO016
6. Zoning - Brunswick County C-LD
7. Setbacks
Front: 25'
Rear: 9.
Side: 5'
:� _ •: - EQLZER �
?' IPE
i < '~. SEE DIET.
8. All distances are horizontal ground distances.
9. Note fence encroachments along Line A to B. \ �� • \
10. Line A to B is agreed line per Deed Book 3359, Page 282. sac' `rx
11. Vertical Datum: NAVD 1988 t\ 8" Oak
•�
t
12. Underground utilities are shown in approximate location and are t `
to be located before digging and/or construction. 26.0- 3 ` 3�
- - ,Z 1 m24.07
REFERENCES
Deed Book 3497 Page 657 - ko0
Map Cabinet 76 Page _ a7 _ _ - EL=26.0
RIP RAP
APRONx
10' LONG
25J'
15' WIDE
d50=6'
x 1
! 26.1 .�
/
N \
t,
,
LEGEND
♦- Existing iron or iron pipe DIAL Old marked line ® Sewer Clean Out `
New iron or iron pipe set Center line ® Sanitary Sewer Manhole
-(�- NC DOT R/W Monument Property line 4QO Fire Hydrant
-0- Concrete monument set RR/Spk. Railroad Spike © Telephone Pedestal
♦- Existing Corner type noted R/W Right of Way ® Power Pole
-�- Existing concrete man. I& Geodetic mon. Guy Anchor
w1 '�� • an Etlge of Poremm[
nev.=35.07' (N0.4D 199E)
' N :
�• 36.03'
� IX Drop Mbt
FFE=34.6' Tpa�P
35.1.__-'
INV.=30.00 _- g
x ence a
•
r\
9-- T
-- - -• X3\ \' �, ,� � � \\ m � ` 1' DOMESTIC WATER
- zsa:-x, `� 1 ''� t '✓ � ` `� \'\�, TAP BY UTILITY CONTRACTOR
3F,'.•\ .• so � p' ,` 1�,�M 34.7'x t➢� � 1 � `\ �.>s 35.72Ci ' 1" DOMESTIC METER `
s
BY BRUNSNAgC COUNTY L
•' _ � �� � t', `� PUBLIC UTILITIES M
\�,,, w•�1 \1 1 '' ; '
N -\ 35.0 RPZ &WATER SERVICE TO BLDG W T
BY UTILITY CONTRACTOR p
O 1.71 Acres 172-
'',351
�5 eluding Wetlands P
i
t /r cD
% 34.6' x
34.4' 0
2 .8.7'
.x
`,. 29.1') l_..iQ •� � i-^ �\ �\ 35.38' • -' , � p '(WV t ` � � � \ \. ` •` 1 DOMESTIC WATER let
AD TAP BY UTILITY CONTRACTOR
x �6 � ' * �• 3+ ' \ \`'. � \� 1' DOM METER & 3/4` IRR METERINV.=29.75 \3a.Tx \ t t BY BRUNSWICK COUNTY
ITE COMPOSITION
AX MAP # 232GC016
URRENT ZONING C-LD
OT AREA 1.71 AC.
OTAL RETAIL BUILDING 12,480 SF
ARKING REQUIRED (1-200) 63 SPACES
ARKING PROVIDED 63 SPACES
1,740 SF PUBLIC UTILITIES>n PROPOSED DISTURBED AREA: 1.43 AC
BY UTILITY ER SERVICE
TO BUILDING
Uro 0aR apti� 3.4' \ 3+.671 p, NO WETLANDS SHALL BE DISTURBED OR ALTERED
�.
z7.7 `
x
2TV
x
�m
26.5'
x
DUMPSTERS W/SCREEN WALL
x
NAD 83 Coordinates
x za.+' N=64,599.736'
E=2,221,037-044'
m
r.
Street
50, public g�W
CIVIL
NORTH CARCtINA ENVIRONMENTAL
MANAGEMENT COMMISSION
�p
V EMLr�'StV
ECEIVE
AUG 2 4 2015
BY:
0' 20' 40' 60'
SCALE: 1` = 20'
SITE PLAN
SCALE: 1" = 20'
r
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CAROLINA
SITE DESIGN INCH ��•� o���`�r �o�
ENGINEERING PLANNING
291-D S.C. HIGHWAY 90 E
POST OFFICE BOX 538 [phone]
NORTH MYRTLE BEACH, S.C. 29597 OFFICE &FAX
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NOTES
1. STONE SIZE — USE #1 AGGREGATE (SEE ASTM C33-03)
2. FABRIC— INSTALL A NON —WOVEN GEOTEXTILE FABRIC THAT MEETS THE REQUIRMENTS
OF SECTION 804.11 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
2000 EDITION PRIOR TO PLACING ANY STONE.
3. LENGTH — AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
4. THICKNESS — NOT LESS THAN 8 INCHES
5. WIDTH — NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS
6. WASHING — WHEN NECESSARY. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
THROUGH THE USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHOC
7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
N.T.S.
I— 5' MAX. --i
m
MIN. 12 GA- 3B"
W.W.F.
36'
POST
WIRE FABRIC
FABRIC
%TER FABRIC
6 MIN. BURIAL
NOTES
1 — 6" x 6' WELDED WIRE FABRIC SHALL BE A MINIMUM OF 36' IN WIDTH.
2 — FILTER FABRIC SHALL MEET OR EXCEED 150 LEIS GRAB TENSILE STRENGTH
PER ASTM—D-16-62, 180 PSI BURST STRENGTH PER ASTM—D-2263 AND
70 ON COE E.O.S. TEST
3 — STEEL POST SHALL BE 5'-0` IN HEIGHT AND BE OF THE SELF —
FASTENER TYPE
4 — WOOD POST SCOW. BE A MIN. OF W-0' IN HEIGHT AND 4' IN DIAMETER
WIRE SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE
STAPLES 1-1/2- LONG
SEDIMENT FENCE
N.T.S.
3'
MIN.
•jME
a-
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II11�111���_-iiirag
...�
im
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Film
IL�� .=11in
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IIL�MEUM"Eiii
01111.1
SCREEN FENCE TO SURROUND
AND CONCEAL DUMPSTER
(SEE ARCHITECTURAL DETAIL)
. s ca,
a �
' Y E
T? " DUMPSTER �' °
°'• J 5'-6" x 5'-6" BOLLARD'
.d .:d.
.
4. ,
a e .
d a
F�CE®OF :CURB
® ..TO FACE. OF• i a '.. R•
<'. 6"-3000 P.S.I. CONCRETE- `
W/ 6x6 W.W.F. °' • :'A '.
TOP VIEW
CONCRETE DUMPSTER PAD
WITH SCREEN
N.T.S.
L •, 31a
"VAN ACCESSIBLE' OR "STANDARD"
ACCESS RAMP HANDICAP PARKING SIGNAGE
SLOPE 6' O 1 ":12"
& TAPER CURB (TYP)�
(SEE DETAIL) ANCHORED WHEEL STOP
%AT EACH SPACE (TYP)
4' SIDEWALK I
(SEE DETAIL)
FACE OF CURB
30"
FACE OF WHEEL STOP
z
0
1
W
N
i
VARIES R 5
VARIES
(SEE PLAN DIMENSIONS)
NOTE_ SEE SECTION 02580 PAVEMENT MARKINGS OF THE SPECIFICATIONS.
HANDICAP PARKING SPACES
N.T.S.
HANDICAP ACCESS NOTES:
HANDICAP PARKING ACCESS AISLES SHALL BE FLAT AND ACCESS CURB RAMPS SHALL NOT EXTEND
INTO THE PARKING ACCESS AISLES.
ALL CURB CUTS FOR HANDICAP ACCESS SHALL BE LOCATED AS INDICATED ON THIS PLAN AND SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
ALL SIDEWALKS SHALL BE CONSTRUCTED WITH NO ABRUPT GRADE CHANGES GREATER THAN 1/2"
UNLESS AN APPROVED ACCESS RAMP IS PROVIDED.
ALL SIGNAGE FOR HANDICAP PARKING SHALL BE AS REQUIRED BY THE AMERICANS WITH DISABILITIES
ACT HAND BOOK CHAPTER 11 CABO A117.1 1992 EDITION. SIGNAGE SHALL BE INSTALLED t 6' ABOVE
AND VISIBLE FROM THE DRIVEWAY WHEN A CAR IS PARKING IN THE DESIGNATED SPACE.
1/4' WHITE
6" I.D. GALVANIZED REFLECTIVE
STEEL PIPE
3/8' WHITE
REFLECTIVE
T 6" CONCRETE PAD
REWIRED A
VAN ACCESI
SPACES
GALVANIZED
CONCRETE FOOTING CHANNEL
BOLLARD
N.T.S.
GNRADE 1/2" RADIUS 4" THK. CONC. SIDEWALK "
(T�•) W/ LIGHT BROOM FIN. 1 R.
rVARIES
Z'TYP
3/8I TEX-MASTIC ASPHALT IOJ INTT® 0 D.C.
EXPANSION JOINT FILLER BY
J & P PETROLEOM PRODUCTS
30' O.C.
NOTE: TOOLED JOINTS SHALL OCCUR AT 10' O.C. AND EXPANSION
JOINTS AT 30'-0' 6" 6"
TOOLING SHALL BE LEFT EXPOSED TO CREATE "PICTURE FRAME' EFFECT
MONOLITHIC SIDEWALK
N.T.S.
FINISH GRAC
TIVE
NOTE: EACH SPACE SHALL DISPLAY ONE (1) HANDICAPPED
PARKING SIGN (INTERNATIONAL SYMBOL OF ACCESS) AND
THE PARKING SURFACE HALL BE IDENTIFIED WITH THE
HANDICAPPED PARKING SYMBOL AND PAVEMENT STRIPING.
(SEE DETAIL) SIGN SHALL BE LOCATED FOUR (4) FEET ON
CENTER FROM THE WHEEL STOP. VAN ACCESSIBLE SPACES
AS SHOWN ON THE PLANS SHALL INCLUDE AN ADDITIONAL
SIGN DENOTING "VAN ACCESSIBLE".
HANDICAP PARKING SIGNAGE
LEVEL OF
PAVEMENT SECTION
(SEE PAVEMENT SECTION)
n
N.T.S.
3/4- 4 HOLE TO BE USED
PLAN VIEW FOR 2'—#4 REIN BAR TO BE
INSERTED FOR ANCHORING
WHEEL STOP TO PAVEMENT.
-d h I I :a I5 REINF. BAR
v _ 5 —6" LONG
r 2 READ.
-: IdI •
r o._
v
• I I � d a
-I _v -d v
SECTION A -A
CONCRETE WHEELSTOP
N.T.S.
6" - 30DO P.S.I. CONCRETE
WITH 6' x 6' W.W.F. AND
POLYETHYLENE VAPOR BARRIER
g
• �. a �. 4'e. � �� - -' . °. a
SUBGRADE COMPACTED TO
98R MAX. DENSITY
( STANDARD PROCTOR)
LAW CUT INTO HARDENED CONCRETE TO A
CONCRETE PAVEMENT SECTION
N.T.S.
1 7' " 1 11 "l
Pro "I
1821 REJECTION CURB & GUTTER
N.T.S.
I
kRl*
o
'4'
t0 4 Q• p .a
.G d
7'
.•1
18 " STANDARD CURB & GUTTER
N.T.S-
CIVIL DETAILS
CAROLINA
SITE DESIGN, INC
ENGINEERING • PLANNING
291—D S.C. HIGHWAY 90 E
POST OFFICE BOX 538
NORTH MYRTLE BEACH, S.C. 29597
:CEiVi
AuG 7 4 2015
,.4 y-19-I>
[phone]
OFFICE & FAX
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64
SHEET
C-2
OF 4

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OD
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WEIR
13'-2"
SECTION VIEW B-B
4" WILE
INV.-20.4
TO PUMP
140
I r - 7'-S* 7-3"41- I
1 r
4LID SECTION VIEW
CAST-IN-�
RING & 00viRA
INME
LARGE STORM
&5'xi'
�. BYPASS WEIR
EL 29.40
S-6"
• PVC
to
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LI^2'�I
1 p I
b
"PVC
0 PUMP
;.
:,: •t'
CHAMBER
:mot•`.: ti•t:?""IM
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VALVE
B
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`J����������������������
CLEAR WA`RER l
PUMP CIHAMBER I u 2" SCIH80 PVC TO
LEVEL SPREADER
B
**WNOTE: ALL COMPONENTS OF THE SAND FILTER TO
BE TRAFFIC BEARING.
FINISHED STRUCTURE TO BE ABLE TO
WITHSTAND VEHICULAR TRAFFIC
STRUCTURAL DESIGN BY OTHERS
SEE MANUFACTURER'S SPECIFICATIONS
Too STREAM ( -+
3' WIDE. 6" DEEP ! ° A ," R
/57 STONE ON m
FILTER FABRIC ^. d
O
e ea d
IA
-A.--
e
d A 9 a
d e f
::e
< d
F r ' 1 „• I
3' WADE, 6" DEEP
GRASSED SWALE
18" CONCRETE LEVEL SPREADER
N.T.S.
20' DRAINAGE EASEMENT
3:1 MAX. BANK
SLOPE PERMISSIBLE
\i VARIES
NOTE: SEED AND MULCH TOP OF BANK AND SWALE COMPLETE IN
ACCORDANCE WITH THE SEDIMENT AND EROSION CONTROL PLAN
GRASS SWALE
N.T.S.
EQUALIZER
SECTION VIEW A -A
109,
-15" EQ.
PIPE O 0
PLAN VIEW
SAND FILTER
N.T.S.
WATERPROOF
VARIABLE
ROOMY WIDTH
ROADWAY CROSS PIPE TYPICAL SECTION
vM??�E SLOPE+
a
_
.IL. A B D;,•
---�_
Tb TB PIPE 3�.
GROOVE INSTALLATION
SIDE VIEW
L END V-~IEW
PLAN VIEW
END TREATMENT DIMENSIONS
D
L
W
T8
TO
TB
A
B
18"
8'_O"
23'
4"
4"
B"
211,41,
251,
24"
8'-2"
30"
4"
4"
8"
27T/8"
32"
4"
4"
6"
3s%,,
39"
EL =
�5" RCP INFLOW
GRATE ELEVATION
( SEE PLAN VIEW )�
FRAME & GRATE
EAST JORDAN IRON WORKS, INC.
V-5636
INV =29.00
t-3'
- 0.
WEIR EL m 22.90
EL - 21.40
EL - 20.90
EL - 20.40
TONGUE INSTALLATION
A
PERMANENT POOL
CHAMBER
ISOMETRIC VIEW
NOTES:
1. CONSTRUCT PIPE END SECTION USING W4 HEMS SPACED 9"
EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
2. CHANFER ALL EXPOSED CORNERS S9".
SEEDING SCHEDULE:
SOD: SOD SHALL BE BERMUDA 419 IN GOOD CONDITION, HEALTHY, FREE OF WEEDS,
INSECTS, DISEASE AND PROVIDED IN ROLLS OR SQUARES.
PERMANENT SEEDING: GRASS SEED SHALL BE FREE FROM NOXIOUS WEED SEEDS AND
RECLEANED. SEED SHALL BE RECENT GRADE A CROP TREATED WITH APPROPRIATE
FUNGICIDE AT TIME OF MIXING AND DELIVERED TO THE SITE IN SEALED CONTAINERS
WITH DEALER'S GUARANTEED ANALYSIS:
% PROPORTION BY WEIGHT:
30% CARPET GRASS
30% BERMUDA GRASS
20% CREEPING FESCUE
20% KENTUCKY 31
MIXTURE SHALL CONTAIN 20 POUNDS OF RYE PER 100 POUNDS OF SEED IF PLANTED
NOVEMBER THROUGH MARCH.
HYDROSEED: HYDROSEED SLURRY MIXTURE SHALL BE:
WOOD FIBER MULCH 1200 LBS/ACRE
CARPET GRASS 50 LBS/ACRE
BERMUDA GRASS 40 L.BS/ACRE
10/10/10 FERTILIZER 400 LBS/ACRE
RYE GRASS SHALL BE ADDED AT A RATE OF 150 LBS/ACRE IF PLANTED BETWEEN NOVEMBER AND
MARCH.
w
ti
PRECAST BOX SHALL HAVE 6' DIA. HOLE IN
THE BOTTOM AND INSTALLED ON A MIN. 6"
BED OF STONE. STONE SIZE SHALL BE #57
FOR PLACEMENT IN CLAY SOILS & PEA GRAVEL
FOR PLACEMENT IN SANDY SOILS.
SECTION A -A
IE BOX
WHERE
ALLENTER
THE SAME
THE
A7
OUTLET PIPE
F7
III((
_IIIII_
IM
36" x 36" PRECAST CONCRETE BOX
COMPONENTS SHALL BE DESIGNED & INSTALLED
TO WITHSTAND H-20 LOADING
TOP VIEW
CATCH BASIN
N.T.S.
GROUT EACH JOINT
WITH NON -SHRINK GROUT
AND WRAP WITH
FILTER FABRIC
STABLE BEDDING-�
(REPLACE PER SPECIFICATIONS
IF UNSTABLE) DRAINAGE CULVERT JOINT
N.T.S.
1NOiEs:
1. ALL RIP RAP SHALL BE QUARRY GRANITE FREE FROM TRASH AND
OTHER DELETERIOUS MATERIAL STONE SIZE SHALL BE 6" - d50.
2. FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIP RAP AND
EARTH FOUNDATION. THE FABRIC SHALL BE PLACED ACROSS THE
ENTIRE BANK TO RECEIVE THE STONE LINER. FABRIC SHALL TOE
INTO THE TOP AND BOTTOM OF THE BANK 12 INCHES MIN. FABRIC
SEAMS SHALL OVERLAP 12 INCHES MIN.
FILTER FABRIC SHALL BE MIRAR 14ON OR APPROVED EQUAL
RIP RAP
BANK STABILIZATION
N.T.S.
GENERAL NOTFS:
1. BOUNDARY & TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY
PREPARED BY BOBBY M. LONG & ASSOCIATES, DATED 2-19-14, REVISED 6-4-14..
SITE PLAN BY SPEAR DESIGNS.
2 ALL WORK SHALL COMPLY WITH APPLICABLE STANDARDS, ORDINANCES, REGULATIONS AND
OTHER REQUIREMENTS OF BRUNSWICC COUNTY, THE N.C. DEPARTMENT OF
NATURAL RESOURCES, THE U.S. ARMY CORPS OF ENGINEERS, THE U.S. ENVIRONMENTAL PROTECTION
AGENCY, THE NORTH CAROUNA DEPARTMENT OF LABOR AND THE U.S. OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION AND OTHER LOCAL, STATE, AND FEDERAL AGENCIES HAVING
JURISDICTION OVER ANY OF THE PORTIONS OF WORK ASSOCIATED WITH THIS PROJECT.
AGENTS CE EACH OF THESE AGENCIES HAVE LEGAL RIGHT TO ACCESS AND INSPECTION OF
ANY AND ALL PORTIONS OF THE WORK AND SITE AT ANY TIME, SCHEDULED OR
UNSCHEDULED. ANY PENALTIES, FINES, OR VIOLATIONS SHALL BE AT THE EXPENSE OF
THE CONTRACTOR, UNLESS THE RESULT OF THE ACTIONS OF OTHERS.
3. NO PORTION OF THE WORK SHALL BE ACCOMPUSHED UNTIL THE APPROPRIATE PERMITS
AND APPROVALS COVERING THAT PORTION OF THE WORK HAVE BEEN RECEIVED.
4. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS OR TEMPORARY SERVICES WITH
REPRESENTATIVES OF APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL CONFIRM
THE PRESENCE OF UTILITIES OR LACK THEREOF ON Y PORTION O THE SITE(S) PRIOR AN
TO PERFORMING WORK IN THOSE AREAS. CONTRACTORS' BID PRICE SHALL INCLUDE THE
COST OF UTILITIES REPLACEMENT, RELOCATION AND/OR MAINTENANCE. THE CONTRACTOR
SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR INSTALLATION OF POWER,
TELEPHONE, CABLE AND GAS SERVICE. ANY DAMAGE TO EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTOYS EXPENSE
& CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS
OR DESIGN PRIOR TO CONSTRUCTION.
6. CAROLINA SITE DESIGN, INC. WAIVES ANY AND ALL RESPONSIBILITY AND/OR LIABILITY
FOR PROBLEMS ARISING FROM DEVIATION FROM THESE DOCUMENTS AND THEIR DESIGN INTENT,
AND/OR FROM PROBLEMS ARISING FROM THE FAILURE OF OTHERS TO NOTIFY CAROUNA
SITE DESIGN, INC. AND/OR FOLLOW CAROIINA SITE DESIGN, INC.'S GUIDANCE CONCERNING
ANY ERRORS, OMISSIONS OR INCONSISTENCIES WHICH MAY BE FOUND HEREIN.
GENERAL SPECIFICATIONS
CONTRACTOR SHALL REFERENCE NCDOT STANDARD SPECIFICATIONS AND THE
INTERNATIONAL BUILDING CODES FOR SPECIFICATIONS REGARDING THIS WORK.
= WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE PLUMBING
CONTRACTOR. PLUMBER SHALL MAKE ALL SERVICE TIE INS TO THE BUILDING.
- ALL ROOF LEADERS SHALL DISCHARGE TO DRAINAGE SYSTEM.
SEDIMENT AND EROSION CONTROL NOTES:
'w4i***+%T UP PRECONSTRUCTION CONFERENCE WITH NCDENR LAND QUALITY & ENGINEER AT LEAST 3
DAYS PRIOR TO BEGINNING WORK.**..
- PROVIDE MINIMUM 25' WIDE X 50' LONG X 8" DEEP GRAVEL ENTRANCE PAD
AT ALL CONSTRUCTION VEHICLE ACCESS POINTS TO DISTURBED PORTION
OF THE SITE.
- CONTRACTOR TO PROVIDE AND MAINTAIN SEDIMENT FENCE AS REQUIRED
FOR DURATION OF CONSTRUCTION ACTIVITIES.
- INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY
FOLLOWING ANY RAINFALL OF 0.5" OR MORE IN A 24-HOUR PERIOD. RESPONSIBLE INDIVIDUAL SHALL LOG
INSPECTION DATES ON THIS SHEET AND SHALL KEEP A LOG WITH THIS PLAN DESCRIBING ANY CORRECTIVE
ACTIONS TAKEN. SEDIMENT ACCUMULATIONS ALONG SILT FENCE SHALL BE PROMPTLY REMOVED.
- ANY AREAS ALONG THE PERIMETER OF THE PROJECT MUST BE STABILIZED WITHIN 7 DAYS OF LAND
DISTURBANCE. THESE AREAS SHALL BE SEEDED & MULCHED PER SECTION 2201 OF THE SPECIFICATIONS.
- ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14-DAY PERIOD, OR WHICH HAVE NOT
BEEN GRADED WITHIN 14 DAYS SHALL BE STABILIZED PER SECTION 2201 OF THE SPECIFICATIONS.
- ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
- THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAYS FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED
- TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER
TO APPROPRIATE TRAPS OR STABLE OUTLETS.
- LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT C OU
BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM
WATER DISCHARGES.
- PROVIDE PERMANENT COVER OF ALL NONPAVED AREAS PER LANDSCAPING PLAN
OPERATION & MAINTENANCE MUM WATER MANAGEMENT SYSTEM,
- THE OWNER IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER MANAGEMENT SYSTEM.
- PERIODIC MAINTENANCE OF THE SYSTEM MUST BE PERFORMED FOR THE SYSTEM
TO FUNCTION PROPERLY. PERIODIC MAINTENANCE SHOULD INCLUDE THE FOLLOWING:
MAINTENANCE OF ALL PARKING AND LANDSCAPED AREAS.
- REMOVAL OF ALL SEDIMENT AND TRASH FROM THE PERVIOUS PAVEMENT AND SAND FILTER
AS PRESCRIBED IN NCDENR MAINTENANCE AGREEMENT
- ALL ROOF LEADERS SHALL DRAIN TO PROPOSED STORM WATER MANAGEMENT SYSTEM
CONSTRUCTION SEQUENCE
(MUST BE STRICTLY FOUDIED)
1. CONSTRUCT GRAVEL ENTRANCE PADS, AND INSTALL SEDIMENT FENCING.
2. CALL ENGINEER FOR INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES WITHIN 7 DAYS OF INSTALLATION.
3. UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, COMMENCE GRADING
ACTIVITIES. FOR ANY DEMOLITION OR OTHER ACTIVITIES DESIRED PRIOR TO COMPLETION OF
ALL EROSION AND SEDIMENT CONTROL MEASURES, INTERIM MEASURES ACCEPTABLE TO AND
PRE -APPROVED BY THE ENGINEER MUST BE PROVIDED.
4. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND
IMMEDIATELY FOLLOWING ANY RAINFALL OF 0.5" OR MORE IN A 24-HOUR PERIOD.
5. CONSTRUCT TEMPORARY DITCHING AND/OR OTHER METHODS AS REQUIRED TO DE -WATER
THE SITE AND PROVIDE POSITIVE DRAINAGE THROUGH OUT THE ENTIRE CONSTRUCTION PERIOD.
INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES AS NEEDED FOR ALL METHODS
USED TO DE -WATER AND PROVIDE POSITIVE DRAINAGE THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING ALL MEASURES NECESSARY FOR DE -WATERING AND POSITIVE
DRAINAGE. THE ENGINEER MALL APPROVE ALL SEDIMENT AND EROSION CONTROL MEASURES.
ALL DE -WATERING AND GRADING TO PROVIDE POSITIVE DRAINAGE WITH SEDIMENT/EROSION CONTROL
MEASURES SHALL BE PROVIDED AS NECESSARY BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER.
6. PERFORM NECESSARY EARTHWORK TO PREPARE THE BUILDING PAD AND INSTALL ALL UTILITY
INFRASTRUCTURE WITH SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED.
PERFORM ALL REMAINING EARTHWORK AS REQUIRED AND CONSTRUCT ALL PAVED AREAS AS
SPECIFIED.
******ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED
MINE OR OTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES THE SITE CAN BE
TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITE WITHOUT _
ADDITIONAL PERMITS. DISPOSAL AT ANY OTHER LOCATION MUST BE INCLUDED AS A PERMIT
REVISION TO THIS PROJECT.
7. PERMANENTLY STABILIZE AREAS IN ACCORDANCE WITH SECTION 2201 AND THE LANDSCAPING
PLANS. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT
PORTION OF THE SITE WALL RESUME WITHIN 21 DAYS.
8. UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION OF SITE BY ENGINEER AND CITY OF BRUNSWI K
REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED.
9. UPON COMPLETION OF PROJECT, THE RECORD SET OF PLANS SHALL BE RETURNED TO
ENGINEER.
ECEIVI
k 2015
BY:
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CAROLINAj
SITE DESIGN, INC.JQA1��
ENGINEERING • PLANNING
291-D S.C. HIGHWAY 90 E
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POST OFFICE BOX 538
(843) 280-587C
NORTH MYRTLE BEACH, S.C. 29597
OFFICE & FAX
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CAST IN PLACE MH FRAME & GRATE —
ALL COMPONENTS SHALL BE DESIGNED &
INSTALLED TO WITHSTAND H-20 LOADING
3'X4' PUMP CHAMBER
3- 2" NYLON ELEC COUP
FOR PUMPS AND FLOATS
:,e.t
= 24.90 LAG
- 23.90 LEAI
- 22.40 PUA
4" PVC FIR
SAND FILTI
- 20.90 801
SS EXT. HANDLES
& BRACKETS
2" PVC TEE
TOP VIEW
N.T.S.
PLAN VIEW
N.T.S.
ACCESS COVER WITH UPPER GUIDE
BRACKETS, CHAIN HOOKS AND CABLE
HOLDERS SHALL BE CAST INTO THE
SLAB. FLAT TOP MH FRAME/GRATE
TOP OF SLAB
EVA.ION = 31.00
,(2) LIFTING WC.
SS PUMP
LIFTING
CABLES
2" PVC SCH80
TRUE UNION
BALL VALVES
SECTION
N.T.S.
PVC UNION
Y COUPLING
2" PLUG VALVE
PUMP STATION NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF BRUNSWICK COUNTY.
2. ALL HINGES, GUIDE HOLDERS, CHAIN HOLDERS, ALL NUTS, BOLTS, WASHERS, AND OTHER FASTENERS SHALL BE 302 STAINLESS STEEL
3. NEMA 4X ENCLOSURES SHALL BE FIBERGLASS AND RAIN TIGHT
BOX 4. ALL WET WELL HARDWARE SHALL BE MOUNTED SUCH THAT ANY COMPONENT CAN BE REMOVED.
S. THE POWER CABLE IS TO BE WIRED NON—STOP FROM THE PUMP TO THE BOTTOM OF THE STARTER WITH NO JUNCTION BOXES OR SPLICES IN BETWEEN.
6. WET WELL & ALL PUMP ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
7. ALL PIPING AND FITTINGS WITHIN THE WET WELL SHALL BE SCHBO PVC.
& PUMPS AND MOTORS SHALL HAVE A STAINLESS STEEL CABLE OR CHAIN FOR LIFTING. TOTAL LENGTH SHALL EXTEND 6' FROM THE TOP OF THE WET WELL
9. LOCATION OF THE CONTROL PANEL WILL BE DETERMINED IN THE FIELD BY ENGINEER/OWNER.
10. INFLUENT PIPING TO PUMP STATION SHALL BE P.V.C..
11. PUMP IS TO BE GOULDS WSD311B MODEL 3886, 1/3 HP, 115 VOLT, i PHASE MOTOR. SHOP DRAWINGS WILL BE REQUIRED FOR THE ENTIRE PUMP STATION ASSEMBLY.
12. CONTROL PANEL IS TO CONTAIN AUDIO AND VISUAL HIGH WATER ALARMS, OPTIONS FOR CLASS 1, GROUP D, DIVISION 1 REQUIREMENTS, LIGHTNING ARRESTOR, AND 115 VOLT DUPLEX
CONVENIENCE OUTLET WITH SEPARATE 15 AMP GROUND FAULT BREAKER
13. FLOATS SHALL BE MERCURY TYPE PILOT DUTY DEVICES MOUNTED IN A CORROSION RESISTANT POLYPROPYLENE HOUSING WITH 30' CORDS.
GUIDE RAIL PACKAGE MALL BE
STAINLESS STEEL
WITH INTERMEDIATE RAIL SUPPORT PER
THE MANUFACTURER'S SPECIFICATIONS.
PVC SCH80 MALE ADAPTER
EXTEND 2" SCH 80 P.V.C. TO
TERMINAL POINT AS REQUIRED
GENERAL ELECTRICAL NOTES
1. ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL
CONTRACTOR WITH AN APPROPRIATE BUSINESS LICENSE
2. ELECTRICAL PERMITS SHALL BE APPLIED FOR AT BRUNSWICK 00.
DEPARTMENT OF CODE ENFORCEMENT BY THE CONTRACTOR.
3. SEE PUMP STATION SPECIFICATIONS FOR ALL ELECTRICAL AND
CONTROL REQUIREMENTS.
ELECTRICAL KEY NOTES
ALUMINUM SQUARE TUBE 3" x 3" x 1/8" x 9'-3" LONG WITH
O ALUMINUM 3 x 3 x 1/2 TOP CAP. SET SQUARE TUBE IN
CONCRETE.
ALUMINUM CHANNEL 6" x 1 //2". ALL BOLTS, NUTS, WASHERS,
O ETC., NECESSARY TO FABRICATE THE RACK AND INSTALL THE
EQUIPMENT SHALL BE STAINLESS STEEL
OSTAINLESS STEEL NEMA 4X PUMP CONTROL PANEL BY BARNES.
MOUNT TOP OF PANEL SIX FEET ABOVE SLAB.
O EYS SEALOFF FITTINGS WITH DUXSEAL
O 3 - 1 1/2 " PVC CONDUITS TO WET WELL FOR PUMP POWER
FLOA//T CABLES. NDUIT WITH //
© UTILITY COMPANY4 * PVCCTED BY TRANITY SFORMER ORPHAN HOLE ASHN
TO
O GROUND ROD AND CLAMP.
0
LE & VISUAL
WATER ALARM
II II
tO I I II II ( t l
M 7 Iiil � IIII
SET 3"X3' SQUARE J
112BE IN CONCRETE
�j D FRONT VIEW
4" THICK
CONCRETE PAD
a
. a
TT -THIS SIDE TOWARD WET WELL
PLAN VIEW
va EC ---IV
AUG 4 201
v BY:
DRAINAGE PUMP
PUMP STATION CONTROL
PANEL DETAIL
N.T.S.
STATION DETAILS
CAROLINA
SITE DESIGN, INC.
ENGINEERING • PLANNING
291—D S.C. HIGHWAY 90 E
POST OFFICE BOX 538
NORTH MYRTLE BEACH. S.C. 29597
{` 9
PIN* 1v,
[phone]
OFFICE & FAX
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�\ PROPERTY LINE
BLDG SETBACK LINES
fence
12�" RCP
31
y►et Invert Elev=2878
30
a ,
31.4
A Wooden
37.4',� _r304� "" 27.3'x-
tJ3 284.,
LINE
BEARING
DISTANCE
W1
N 78'38'43" E
33.30'
W2
N 23*26'13' E
23.95'
W3
N 68'51'24" E
17.17'
W4
S 15'24'13" E
26.9V
W5
S 01'54'39" W
34.64'
W6
S 04'05'26" E
17.72'
W7
S 3643'24" W
28.01'
W8
S 73'18'39" W
31.27'
W9
N 70*42.14" W
29.14'
W10
N 06-45'22" W
21.46'
W11
N 19'51.42- E
23.61'
W12
N 10*46'10" E
21.58'
1.. Area 1Determined by OMD.
2. This property is subject to any and all easements, covenants,
restrictions, right-of-ways of record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
3. This survey does not certify legal title to the land Itself, or to
the boundaries Mown. Users of this plat should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plat.
4. FEMA Flood Map Identifies parcel as being in FIRM ZONE X,
Community Panel 370295 2026 J, 6/2/06.
5. Tax Map Parcel No. - 232GCO16
6. Zoning - Brunswick County. C-LD
7, Setbacks
Front: 25'
if � •'
i
t^ !
.II A
/00N 9
O Q
TEMPORARY J bti
1.I1 SEDIMENT 0
' FENCE LIMIT OF
/ • DISTURBANCE
(TYP.)In
Z a
ya / O N In
RETAINING WALL 5
\ (DESIGN BY OTHERS. TYP.)
• 404 Wetlands , 27
27.7 , � s'x
� f
H 7 i
x
3 0.13 Acres 253'
AREA OF REFUGE OR PROVIDE
ti/ 11 • ADA APPROVED HC RAMP, .4 /
25.3' 26.5
25.4'
26.4' X rl X 25. ' I �c f�/ /.,rr 26
1 //_
' 24.1'243- /-
25.6'
f • 22.9' -.j\ x
f y 23.5' , 22.7' /
\��`i: 8
tAt 28 r
N 4'
/
R C x 27.5
STORMWA / o
PUMP STATION
RIM=31.00 / �1�4 25 7'
INV. IN=20.90 X `S 25.1
INV. OUT=29.00�• i
•o
23.9V/ 25.
25.6 r+,
OVERFLO g o 4 0" Live Oak'
WEIR X7 13" Live Oakf
E _ 29.4 2o.e' t X -WJ
RIP RAP
APRON
29
3&5L MADE ONGza.1'( X 299'
e
d50=6"
sto
o '`. Sc O 14" Oak
Q • \\: \\\\\\ N C� 4 Oak/
'v '7
2
rn
f�
yam• ,\�\ err r \ - 28 < ' 27.7':
Rear. 9' Qo N \ EOLZER
Side: 5' \ \(f`t_� IPE
o SEE DIET.
8. All distances are horizontal ground distances.
G \\ tT`
2 '\
\.;\ \
9. Note fence encroachments along Line A to B.
i
10. Line A to B is agreed line per Deed Book 3359, Page 282.
• 1
265`X
1/. Vertical Datum: NAVD 1988
m
12. Underground utilities are shown in approximate location and are
18.Oak • _ \
'
to be located before digging and/or construction.
2s.°' k,
=31.3
•
a INVt=2�\
" " on
REFERENCES
--
Deed Book 3497 Page 657
Map Cabinet 76_ Page a7
25.7' x
RIP RAP CHANNEL PROTECTION
FROM BOTTOM TO TOP OF SWALE
d50=6"
X
26.1
ryb
LEGEND
-0-
Existing iron or iron pipe
OML
Old marked line
®
Sewer Clean Out
-0-
New iron or iron pipe set
Center line
®
Sanitary Sewer Manhde
-F}-
NC DOT R/W Monument
Property line
Fire Hydrant
Concrete monument set
RR/Spk.
Railroad Spike
Q
Telephone Pedestal
-�-
Existing Comer type noted
R/W
Right of Way
®
Power Pole
-♦♦
Existing concrete man.
A
Geodetic man.
b
Guy Anchor
Co1 %%
' ' 03M-M60 NaY � r §pr
'O� • on Uge of Pavement 111e
0. 35.07' (MAW 190E)
4 • 36.03'
• ea•„ 4
?0 IX Drop Inlet Y� 35 \. •
FFE=34.6' TOP of 's• "34.�4`'\\. • ` TIE TO EX. SEWER TAP
Ilroxt 7'9' ,yn .,�.-___----�e--- - �x \ • \ BY UTILITY CONTRACTOR
GR=33.5 _ _s,_ toe `X 35.1'
INV=30.00 B\ �x 340-
Rock-'_ 4.b' \��. y.•t \`\ NOT SCALE
X y gzo<o ce ` 3� f h35a-�i C,\\ • `65
34.fi' a
30.9' en '. C.D. - \ `iO • \
SITE COMPOSITION
65 ` TAX MAP # 232GCO16
34.7'x 3572 \ CURRENT ZONING C-LD
.. X.- p t `r
• 2 .81 2
�; LOT AREA 1.71 AC.
350 x 'x TOTAL RETAIL BUILDING 12,480 SF
i.71 Acres o v� ` ��� `,• 0
2B o 1, t \ ¢, PARKING REQUIRED (1-200) 63 SPACES
O \, Inc ding Weflb n \ \ 1
s... 0
�.3515 y w 349 v PARKING PROVIDED 63 SPACES
O O \ \O5 \ \+ (Y
28'.7'x , J ( t V) r P -
29.1
it i�� 35.38•:'AP BAY ESUTILITY IC WATER
CONTRACTOR
• I ` 34. 3/4- DOM METER & 3/4- IRR M
INV=29.75 \347x \\ ' BY BRUNSWICK COUNTY
°j, Pusuc UTILITIES PROPOSED DISTURBED AREA: 1.43 AC
• BY UTILITY WATER SERVICE
CONTRACTORTO BUILDING
3 '-.,2� five Oak - : 34 `,.\ '\ 34.fi71X • o. \NO WETLANDS SHALL BE DISTURBED OR ALTERED
'\ GR=33.7 - - .- 33 y ` TopMof Km
/ ,•' 1 / INV.=29.65 _ �;' '3a.a • `. \ Elev=34.01'
J i rt EI =2459'
VC
•i` 30.5' 9
�B 31
6
.
. a k
F,
31.
SIGN
FF = 35.0,` 3
x4 HC = NAB
1 • f` 4 Q oCV
34
/ t 34
x� O W /
In
' 2l9•
28.9' !�
x � r _ r-•-
CA
sX
�•••.^.. . • l 2 • C,Q'• W i
,-' S 790
27.7'
vr
x �
.`\
N X 2
26.5'
x
DUMPSTERS W/SCREEN WALL
28.4'
X
ev.
CONTRACTOR TO
RAISE EX. RIM TO
w, r $` PROPOSED PVMT O
C) s GRADE EL 34.8 O
Z 34.95' CONTRACTOR TO CORE EX. MANHOLE OR
'O u -)0 4• SEWER SERVICE
-3 O \
�342' 1 v
i \
TEMPORARY ✓ A Qt \ l`\ ` • �'
GRAVEL CONST. p \ \ �\ d
ENTRANCE n C
>r \
m\ .v,� �4" DOMESTIC WATER
\\ \ n\ X ia.92' 3C55' AP BY UTILITY CONTRACTOR
\\ ` aQ 3/4" DOMESTIC METER
\ 'm BY BRUNSWICK COUNTY
PUBLIC UTILITIES \
\.\ 30.3' \ . RPZ & WATER SERVICE TO BLDG
BY UTILITY CONTRACTOR
C, �� i 18" RCP
• : __ Invert Dev. 29.64'
CIA
Q VA
•; ` �\ \ t` ;i is ace
\\ \
Zy-th�.t
�� t�V' T, \1 ' \ i ,L\ice••
GR-33.4 18" RCP�\�
INV. 29.65 Invert Elev =28.15' \ 33 0' s r
VW-R.g�y�a���WtF11.
(NAVD )988) 29 • : i !A 'N 1\' ` �a \
29.fi' � � B � I A V `. • � 10M-unc nea set
END IIyL1LL __- ` \ ` q1 ue+•-=a�.ar (NAW leas)
AT PIL
29.2'
�.. .✓ 9 /^� N X
• .. • • i ' '13'e N 32.3' 33.27' ` y `, '� cst �• S \ 33.81'
I •� 3Q.7 l aL•
? •.�� i V Xw p
t \ 32.8' c� O�y'•.
Z
• 1•, �''.
31.0' ' , e
C
29.5' 30.0 I .S o IOs b
x
28.5' m tT
NAD 83 Coordinates N $'
N=64,599.736'
E=2,221,037.044' o.
MAG
mm
m
APPROVED �/ yl/ 111�,<
NORTH CAROLINA ENVIRONMENTAL
E���'�E
MANAGEMENT COMMISSION
0' 20' 40' 60' I
SCALE: 1• = 20'
et
gan` _sue R�wS J C1 V I L �J 1 T E PLA 1V
501 public
SCALE: 1• � 20'
CAROLINA
SITE DESIGN, INC.
ENGINEERING • PLANNING
yT J"
291-D S.C. HIGHWAY 90 E j
POST OFFICE BOX 538 [phone]
NORTH MYRTLE BEACH, S.C. 29597 OFFICE & FAX
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1. STONE SIZE - USE #1 AGGREGATE (SEE ASTM C33-03)
2. FABRIC- INSTALL A NON -WOVEN GEOTEXTILE FABRIC THAT MEETS THE REOUIRMENTS
OF SECTION 804.11 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
2000 EDITION PRIOR TO PLACING ANY STONE.
3. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
4. THICKNESS - NOT LESS THAN 8 INCHES.
5. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS.
6. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQ111RED,
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL
BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAIN, DITCH OR WATERCOURSE
THROUGH THE USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY.
THIS MAY REQUIRE PERIODIQ TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
N.T.S-
1� 5' MAX. I STEEL POST
I I PO WELDED WIRE FABRIC
1— FILTER FABRIC
MIN. 12 GA- 315" F�TER FABRIC
W.W.F. I r6 MIN. BURIAL
W.
NOTES
1 - 8" x 6' WELDED WIRE FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH.
2 - FILTER FABRIC SHALL MEET OR EXCEED 150 LEIS GRAB TENSILE STRENGTH
PER ASTM-D-16-82, 180 PSI BURST STRENGTH PER ASTM-D-2263 AND
70 ON COE E.O.S. TEST
3 - STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -
FASTENER TYPE
4 - WOOD POST SHALL BE A MIN. OF 6'-O" IN HEIGHT AND 4' IN DIAMETER
WIRE SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE
STAPLES 1-1/2' LONG
SEDIMENT FENCE
N.T.S.
2 X 4" WOOD FRAME
T1.5"
MAX
3'
INLET
GRATE
l
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.Nivii�111111!�il�ll� GATHR
a
imilLs ....um3 :
N.T.S
SCREEN FENCE TO SURROUND
AND CONCEAL DUMPSTER
(SEE ARCHITECTURAL DETAIL)
f'.
f
V 4 �
f
io DUMPSTER
` a 5'-6' x 5'-6' BOLLARD-
•O
Y 4 .
k
d
s
12' FACEAOF :.6URB a '
-..TO FA . OF -.CUR .' ° z
-6"-3000yP.S.I. CONCRETE' .
W/ 6x6 W.W.F. A
t..
d
TOP VIEW
CONCRETE DUMPSTER PAD
WITH SCREEN
N.T.S.
FILL WITH CONCRETE
"VAN ACCESSIBLE" OR "STANDARD'
ACCESS RAMP HANDICAP PARKING SIGNAGE
SLOPE 6' O 1':12'
& TAPER CURB (TYP)
(SEE DETAIL) ZANCHORED�� STOP/ jAT EACH SPACE (TYP)
4' SIDEWALK �
(SEE DETAIL)
FACE OF CURB
® ® 30.
FACE OF WHEEL STOP
i
0
N
VARIEUS VARIES 5'
VARIES
(SEE PLAN DIMENSIONS)
NOTE: SEE SECTION 02580 PAVEMENT MARKINGS OF THE SPECIFICATIONS.
HANDICAP PARKING SPACES
N.T.S.
HANDICAP ACCESS NOTES:
HANDICAP PARKING ACCESS AISLES SHALL BE FLAT AND ACCESS CURB RAMPS SHALL NOT EXTEND
INTO THE PARKING ACCESS AISLES.
ALL CURB CUTS FOR HANDICAP ACCESS SHALL BE LOCATED AS INDICATED ON THIS PLAN AND SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS.
ALL SIDEWALKS SHALL BE CONSTRUCTED WITH NO ABRUPT GRADE CHANGES GREATER THAN 1/2'
UNLESS AN APPROVED ACCESS RAMP IS PROVIDED.
ALL SIGNAGE FOR HANDICAP PARKING SHALL BE AS REQUIRED BY THE AMERICANS WITH DISABILITIES
ACT HAND BOOK CHAPTER 11 CABO A117.1 1992 EDITION. SIGNAGE SHALL BE INSTALLED t 6' ABOVE
AND VISIBLE FROM THE DRIVEWAY WHEN A CAR IS PARKING IN THE DESIGNATED SPACE.
1/4" WHITE BLUE REFLECTIVE
60 I.D. GALVANIZED REFLECTIVE STRIP 11 { BACKGROUND
STEEL PIPE
3/8' WHITE
REFLECTIVE STRIP-"��� m
6" CONCRETE PAD OD '
J� r 81' TYP,
e .
REQUIRED AT
VAN ACCESSIBLE VAN 3.
yc, SPACES ACCESSIBLE
f it
jj5 s GALVANIZED STEEL
a CONCRETE FOOTING CHANNEL
BOLLARD
N-T.S.
1/2' RADIUS 4" THK. CONC. SIDEWALK
FINISH
GRADE () - - - - W/ LIGHT BROOM FIN.- - 1* R.
VARIES
3/8' TEX-MASTIC ASPHALT IOJ MO10 O.C.
EXPANSION JOINT FILLER BY -
J & P PETROLEOM PRODUCTS
30' O.C. - -
NOTE: TOOLED JOINTS SHALL OCCUR AT 10' O.C. AND EXPANSION L 6'
JOINTS AT 30'-0"
TOOLING SHALL BE LEFT EXPOSED TO CREATE 'PICTURE FRAME' EFFECT
MONOLITHIC SIDEWALK
N-T.S.
FINISH
NOTE: EACH SPACE SHALL DISPLAY ONE (1) HANDICAPPED
PARKING SIGN (INTERNATIONAL SYMBOL OF ACCESS) AND
THE PARKING SURFACE HALL BE IDENTIFIED WITH THE
HANDICAPPED PARKING SYMBOL AND PAVEMENT STRIPING.
(SEE DETAIL) SIGN SHALL BE LOCATED FOUR (4) FEET ON
CENTER FROM THE WHETS STOP. VAN ACCESSIBLE SPACES
AS SHOWN ON THE PLANS SHALL INCLUDE AN ADDITIONAL
SIGN DENOTING "VAN ACCESSIBLE'.
HANDICAP PARKING SIGNAGE
LEVEL OF
PAVEMENT SECTION
(SEE PAVEMENT SECTION)
MOW
H
6' A 3/4' 0 HOLE
PLAN VIEW 3/4' 0 HOLE TO BE USED
FOR 2'-#4 REIN BAR TO BE
INSERTED FOR ANCHORING
WHEEL STOP TO PAVEMENT.
a h (1 I a #5 RE3NF. BAR
p _ 5'-8` LONG
I d r 2 REQD.
` d f —
Ind. 1
O
OI I
I— pO
III 1 . n
p
I Y e
SECTION A -A
CONCRETE WHEELSTOP
N.T.&
6' - 3000 P.S.I. CONCRETE I
WITH 6' x 6' W.W°F. AND
POLYETHYLENE VAPOR BARRIER
. t
SUBGRADE COMPACTED TO
98X MAX. DENSITY
( STANDARD PROCTOR)
NOTES
CONTRACTION JOINTS SHALL BE SAW CUTINTO HARDENED CONCRETE TO A
DEPTH OF 1 1/2'. CONTRACTION JOINTS SHALL BE EV€NLY SPACED AS
INDICATED ON THE DRAWINGS AND NOT EXCEEDING 25 SPACING.
CONCRETE PAVEMENT SECTION
N.T.S.
Ir 'T' 11' " I
,01
18" REJECTION CURB & GUTTER
N.T.S.
I V —R. I
I
F
x l 1' R
R
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A
4
:L"
SMALL BE FREE OF ANY ROUTS, ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CONFORMANCE WITH TO A-1, A-3 OR A-2-4. COMPACTION SHALL
BE 95X MAX. DENSITY STANDARD PROCTOR )
18 " STANDARD CURB & GUTTER
N.T.S.
GFIV I
CIVIL DETAILS
An�Y.
9
CAROLINA
SITE DESIGN, INC.=,kt j
ENGINEERING PLANNING
291-D S.C. HIGHWAY 90 E �% lZ �/
POST OFFICE BOX 538 [phone]
NORTH MYRTLE BEACH, S.C. 29597 OFFICE & FAX
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{

LARGE STORM
3.5'xt'
r` BYPASS WEIR
EL 29.40
3'-6' IH T
PVC
m
m L I- 2' rl
om
16
SECTION VIEW B—B
B
LID SECTION VIEW
CAST -IN
RING & COVER
VALVE
=_= tvJ
INV
4" PERFORATED
INS MA
CLEAR WATER —/ I k 2' SCH80 PVC TO
PUMP CHAMBER LEVEL SPREADER
e
•'""NOTE ALL COMPONENTS OF THE SAND FILTER TO
BE TRAFFIC BEARING.
FINISHED STRUCTURE TO BE ABLE TO
WITHSTAND VEHICULAR TRAFFIC
STRUCTURAL DESIGN BY OTHERS
SE MANUFACTURER'S SPECIFICATIONS
T0� STREAM I „
1 • R
3' WIDE 6' DEEP ° e
#57 STONE ON so .
FILTER FABRIC
O d
a.
'P d s9
3' WIDE 6' DEEP
GRASSED SWALE
18" CONCRETE LEVEL SPREADER
N.T.S.
3:1 MAX. BANK
SLOPE PERMISSIBLE
VARIES
18'.MIN. ,
1-N-1
NOTE: SEED AND MULCH TOP OF BANK AND SWALE COMPLETE IN
ACCORDANCE WITH THE SEDIMENT AND EROSION CONTROL PLAN
GRASS SWALE
N.T.S.
EL 31.00
5' EQUALIZER
SECTION VIEW A —A
-15' EQ. -
PIPE O O.DI
INV.=22.40
WATERPROOF
WATERPROOF
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IIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII
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SAND FILTER
N.T.S.
�5' RCP INFLOW
INV.=29.00
WEIR EL = 27-90
EL - 21.40
EL - 20.90
EL = 20.40
A
PERMANENT POOL
CHAMBER
SEEDING SCHEDULE:
SOD: SOD SHALL BE BERMUDA 419 IN GOOD CONDITION, HEALTHY, FREE OF WEEDS
INSECTS, DISEASE AND PROVIDED IN ROLLS OR SQUARES.
PERMANENT SEEDING: GRASS SEED SHALL BE FREE FROM NOXIOUS WEED SEEDS AND
RECLEANED. SEED SHALL BE RECENT GRADE A CROP TREATED WITH APPROPRIATE
FUNGICIDE AT TIME OF MIXING AND DELIVERED TO THE SITE IN SEALED CONTAINERS
WITH DEALER'S GUARANTEED ANALYSIS:
X PROPORTION BY WEIGHT
3OX CARPET GRASS
3OX BERMUDA GRASS
2OX CREEPING FESCUE
2OX KENTUCKY 31
MIXTURE SHALL CONTAIN 20 POUNDS OF RYE PER 100 POUNDS OF SEED IF PLANTED
NOVEMBER THROUGH MARCH.
HYDROSEED: HYDROSEED SLURRY MIXTURE SHALL BE:
WOOD FIBER MULCH 1200 LBS/ACRE
CARPET GRASS 50 LEIS/ACRE
BERMUDA GRASS 40 LBS/ACRE
10/10/10 FERTILIZER 400 LBS/ACRE
RYE GRASS SHALL BE ADDED AT A RATE OF 150 LBS/ACRE IF PLANTED BETWEEN NOVEMBER AND
MARCH.
GRATE ELEVATION FRAME & GRATE
( SEE PLAN VIEW ) j EAST JORDAN IRON WORKS, INC.
V-5636
5"
UNDERDRAIN WHERE
REQUIRED SHALL ENTER
THE BOX AT THE SAME
ELEVATION AS THE
INVERT OUT
PRECAST BOX SHALL HAVE 6' DNA. HOLE IN
THE BOTTOM AND INSTALLED ON A MIN. 6'
BED OF STONE STONE SIZE SHALL BE #57
FOR PLACEMENT IN CLAY SOILS & PEA GRAVEL
FOR PLACEMENT IN SANDY SOILS.
SECTION A —A
STABLE BEDDING
(REPLACE PER SPECIFICATIONS
IF UNSTABLE)
A7
OUTLET PIPE
A—J
36' x 36' PRECAST CONCRETE BOX
COMPONENTS SHALL BE DESIGNED & INSTALLED
TO WITHSTAND H-20 LOADING
TOP VIEW
CATCH BASIN
N.T.S.
GROUT EACH JOINT
WITH NON -SHRINK GROUT
AND WRAP WITH
FILTER FABRIC
DRAINAGE CULVERT JOINT
N.T.S.
NoTFG
1. ALL RIP RAP SHALL BE QUARRY GRANITE FREE FROM TRASH AND
OTHER DELETERIOUS MATERIAL STONE SIZE SHALL BE 6' - d50.
2. FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIP RAP AND
EARTH FOUNDATION. THE FABRIC SHALL BE PLACED ACROSS THE
ENTIRE BANK TO RECEIVE THE STONE LINER. FABRIC SHALL TOE
INTO THE TOP AND BOTTOM OF THE BANK 12 INCHES MIN. FABRIC
SEAMS SHALL OVERLAP 12 INCHES MIN.
FILTER FABRIC SHALL BE MIRAFI 14ON OR APPROVED EQUAL.
RIP RAP
BANK STABILIZATION
N.T.S.
�s
GENERAL NOTES:
1. BOUNDARY & TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY
PREPARED BY BOBBY M. LONG & ASSOCIATES, DATED 2-19-14, REVISED 6-4-14..
SITE PLAN BY SPEAR DESIGNS
2. ALL WORK SHALL COMPLY WITH APPLICABLE STANDARDS, ORDINANCES REGULATIONS AND
OTHER REQUIREMENTS OF BRUNSWICK COUNTY, THE N.C. DEPARTMENT OF
NATURAL RESOURCES. THE U.S. ARMY CORPS OF ENGINEERS, THE U.S. ENVIRONMENTAL PROTECTION
AGENCY, THE NORTH CAROLINA DEPARTMENT OF LABOR AND THE U.S. OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION AND OTHER LOCAL, STATE, AND FEDERAL AGENCIES HAVING
JURISDICTION OVER ANY OF THE PORTIONS OF WORK ASSOCIATED WITH THIS PROJECT.
AGENTS OF EACH OF THESE AGENCIES HAVE LEGAL RIGHT TO ACCESS AND INSPECTION OF
ANY AND ALL PORTIONS OF 114E WORK AND SITE AT ANY TIME, SCHEDULED OR
UNSCHEDULED. ANY PENALTIES, FINES OR VIOLATIONS SHALL BE AT THE EXPENSE OF
THE CONTRACTOR. UNLESS THE RESULT OF THE ACTIONS OF OTHERS.
& NO PORTION OF THE WORK SHALL BE ACCOMPLISHED UNTIL THE APPROPRIATE PERMITS
AND APPROVALS COVERING THAT PORTION OF THE MARK HAVE BEEN RECEIVED.
4. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS OR TEMPORARY SERVICES WITH
REPRESENTATIVES OF APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL CONFIRM
THE PRESENCE OF UTILITIES OR LACK THEREOF ON ANY PORTION OF THE SITE(S) PRIOR
TO PERFORMING WORK IN THOSE AREAS CONTRACTORS' BID PRICE SHALL INCLUDE THE
COST OF UTILITIES REPLACEMENT, RELOCATION AND/OR MAINTENANCE. THE CONTRACTOR
SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR INSTALLATION OF POWER,
TELEPHONE CABLE AND GAS SERVICE. ANY DAMAGE TO EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.
5. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS
OR DESIGN PRIOR TO CONSTRUCTION.
S. CAROLINA SITE DESIGN, INC. WAIVES ANY AND ALL RESPONSIBILITY AND/OR LIABILITY
FOR PROBLEMS ARISING FROM DEVIATION FROM THESE DOCUMENTS AND THEIR DESIGN INTENT,
AND/OR FROM PROBLEMS ARISING FROM THE FAILURE OF OTHERS TO NOTIFY CAROLINA
SITE DESIGN, INC. AND/OR FOLLOW CAROLINA SITE DESIGN. INC.'S GUIDANCE CONCERNING
ANY ERRORS OMISSIONS OR INCONSISTENCIES WHICH MAY BE FOUND HERON.
GENERAL SPECIFICATIONS:
- CONTRACTOR SHALL REFERENCE NCDOT STANDARD SPECIFICATIONS AND THE
INTERNATIONAL BUILDING CODES FOR SPECIFICATIONS REGARDING THIS WORK.
- WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE PLUMBING
CONTRACTOR. PLUMBER SHALL MAKE ALL SERVICE TIE INS TO THE BUILDING.
- ALL ROOF LEADERS SHALL DISCHARGE TO DRAINAGE SYSTEM.
SEDIMENT AND EROSION CONTROL NOTE:
*****"•SET UP PRECONSTRUCTION CONFERENCE WITH NCDENR LAND QUALITY & ENGINEER AT LEAST 3
DAYS PRIOR TO BEGINNING WORK.+••*�°"+�
- PROVIDE MINIMUM 25' WIDE X 50' LONG X 8' DEEP GRAVEL ENTRANCE PAD
AT ALL CONSTRUCTION VEHICLE ACCESS POINTS TO DISTURBED PORTION
OF THE SITE.
- CONTRACTOR TO PROVIDE AND MAINTAIN SEDIMENT FENCE AS REQUIRED
FOR DURATION OF CONSTRUCTION ACTIVITIES.
- INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY
FOLLOWING ANY RAINFALL OF 0.5' OR MORE IN A 24-HOUR PERIOD. RESPONSIBLE INDIVIDUAL SHALL LOG
INSPECTION DATES ON THIS SHEET AND SHALL KEEP A LOG WITH THIS PLAN DESCRIBING ANY CORRECTIVE
ACTIONS TAKEN. SEDIMENT ACCUMULATIONS ALONG SILT FENCE SHALL BE PROMPTLY REMOVED.
- ANY AREAS ALONG THE PERIMETER OF THE PROJECT MUST BE STABILIZED WITHIN 7 DAYS OF LAND
DISTURBANCE THESE AREAS SHALL BE SEEDED & MULCHED PER SECTION 2201 OF THE SPECIFICATIONS
- ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14-DAY PERIOD, OR WHICH HAVE NOT
BEEN GRADED WITHIN 14 DAYS SHALL BE STABILIZED PER SECTION 2201 OF THE SPECIFICATIONS
- ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
- THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAYS FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED
- TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER
TO APPROPRIATE TRAPS OR STABLE OUTLETS.
- LITTER, CONSTRUCTION DEBRIS, OILS. FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULI
BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM
WATER DISCHARGES
- PROVIDE PERMANENT COVER OF ALL NONPAVED AREAS PER LANDSCAPING PLAN
OPERATION & MAINTENANCE gmLM WATER MANAGEMENT SYSTEM-
- THE OWNER IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER MANAGEMENT SYSTEM.
- PERIODIC MAINTENANCE OF THE SYSTEM MUST BE PERFORMED FOR THE SYSTEM
TO FUNCTION PROPERLY. PERIODIC MAINTENANCE SHOULD INCLUDE THE FOLLOWING:
MAINTENANCE OF ALL PARKING AND LANDSCAPED AREAS
REMOYAI OF ALL SEDIMENT AND TRASH FROM 714E PERVIOUS PAVEMENT /RID SAND FlLTFJt
AS PRESCRIBED IN NCDENR MAINTENANCE AGREEMENT
- ALL ROOF LEADERS SHALL DRAIN TO PROPOSED STORM WATER MANAGEMENT SYSTEM
COMMUCTION SEQUENCE
(WEST HE STRICTLY FoLlomm)
1. CONSTRUCT GRAVEL ENTRANCE PADS, AND INSTALL SEDIMENT FENCING.
2. CALL ENGINEER FOR INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES WITHIN 7 DAYS OF INSTALLATION.
3. UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES COMMENCE GRADING
ACTIVITIES FOR ANY DEMOLITION OR OTHER ACTIVITIES DESIRED PRIOR TO COMPLETION OF
ALL EROSION AND SEDIMENT CONTROL MEASURES, INTERIM MEASURES ACCEPTABLE TO AND
PRE -APPROVED BY THE ENGINEER MUST BE PROVIDED.
4. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND
IMMEDIATELY FOLLOWING ANY RAINFALL OF 0.5' OR MORE IN A 24-HOUR PERIOD.
5. CONSTRUCT TEMPORARY DITCHING AND/OR OTHER METHODS AS REQUIRED TO DE -WATER
THE SITE AND PROVIDE POSITIVE DRAINAGE THROUGH OUT THE ENTIRE CONSTRUCTION PERIOD.
INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES AS NEEDED FOR ALL METHODS
USED TO DE -WATER AND PROVIDE POSITIVE DRAINAGE THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING ALL MEASURES NECESSARY FOR DE -WATERING AND POSITIVE
DRAINAGE. THE ENGINEER SHALL APPROVE ALL SEDIMENT AND EROSION CONTROL MEASURES
ALL DE -WATERING AND GRADING TO PROVIDE POSITIVE DRAINAGE WITH SEDIMENT/EROSION CONTROL
MEASURES SHALL BE PROVIDED AS NECESSARY BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER.
6. PERFORM NECESSARY EARTHWORK TO PREPARE THE BUILDING PAD AND INSTALL ALL UTILITY
INFRASTRUCTURE WITH SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED.
PERFORM ALL REMAINING EARTHWORK AS REQUIRED AND CONSTRUCT ALL PAVED AREAS AS
SPECIFIED.
MANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED
MINE OR OTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES THE SITE CAN BE
TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITE WITHOUT
ADDITIONAL PERMITS DISPOSAL AT ANY OTHER LOCATION MUST BE INCLUDED AS A PERMIT
REVISION TO THIS PROJECT.
7. PERMANENTLY STABILIZE AREAS IN ACCORDANCE WITH SECTION 2201 AND THE LANDSCAPING
PLANS STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT
PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS.
8. UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION OF SITE BY ENGINEER AND CITY OF BRUNSWICK
REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED.
9. UPON COMPLETION OF PROJECT, THE RECORD SET OF PLANS SHALL BE RETURNED TO
ENGINEER.
ECEIVI
n
DRAINAGE DETAILS
v 'z
CAROLINA 4
SITE DESIGN, INC%! ' .1
ENGINEERING • PLANNING
291-0 S.C. HIGHWAY 90 E 1 y
POST OFFICE BOX 538 [phone]
NORTH MYRTLE BEACH, S.C. 29597 OFFICE & FAX
•
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CAST IN PLACE MH FRAME & GRATE. O
ALL COMPONENTS SHALL BE DESIGNED &
INSTALLED TO WITHSTAND H-20 LOADING
3'X4' PUMP CHAMBER
3— 2' NYLON ELEC COUP
FOR PUMPS AND FLOATS
1211OLNI
SS EXT. HANDLES
& BRACKETS
2' PVC TEE
TOP VIEW
N.T.S.
PLAN VIEW
N.T.S.
ACCESS COVER WITH UPPER GUIDE
BRACKETS, CHAIN HOOKS AND CABLE
HOLDERS SHALL BE CAST INTO THE
SLAB. FLAT TOP MH FRAME/GRATE
TOP OF SLAB
EVATION = 31.00
,,-(2) LIFTING LUG
SS PUMP
LIFTING
CABLES
2' PVC SCH80
TRUE UNION
BALL VALVES
PVC UNION
r COUPLING
INV.=29.00
PUMP STATION NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF BRUNSWICK COUNTY.
2. ALL HINGES, GUIDE HOLDERS, CHAIN HOLDERS, ALL NUTS, BOLTS, WASHERS, AND OTHER FASTENERS SHALL BE 302 STAINLESS STEEL
3. NEMA 4X ENCLOSURES SHALL BE FIBERGLASS AND RAIN TIGHT.
BOX 4. ALL WET WELL HARDWARE SHALL BE MOUNTED SUCH THAT ANY COMPONENT CAN BE REMOVED.
5. THE POWER CABLE IS TO BE WIRED NON—STOP FROM THE PUMP TO THE BOTTOM OF THE STARTER WITH NO JUNCTION BOXES OR SPLICES IN BETWEEN.
6. WET WELL & ALL PUMP ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
7. ALL PIPING AND FITTINGS WITHIN THE WET WELL SHALL BE SCH80 PVC.
& PUMPS AND MOTORS SHALL HAVE A STAINLESS STEEL CABLE OR CHAIN FOR LIFTING. TOTAL LENGTH SHALL EXTEND 6' FROM THE TOP OF THE WET WELL
9. LOCATION OF THE CONTROL PANEL WILL BE DETERMINED IN THE FIELD BY ENGINEER/OWNER.
10. INFLUENT PIPING TO PUMP STATION SHALL BE P.V.C..
11. PUMP IS TO BE GOULDS WS03118 MODEL 3886, 1/3 HP, 115 VOLT, 1 PHASE MOTOR. SHOP DRAWINGS WILL BE REQUIRED FOR THE ENTIRE PUMP STATION ASSEMBLY.
12. CONTROL PANEL IS TO CONTAIN AUDIO AND VISUAL HIGH WATER ALARMS, OPTIONS FOR CLASS 1, GROUP D. DIVISION 1 REQUIREMENTS, LIGHTNING ARRESTOR, AND 115 VOLT DUPLEX
CONVENIENCE OUTLET WITH SEPARATE 15 AMP GROUND FAULT BREAKER
13. FLOATS SWILL BE MERCURY TYPE PILOT DUTY DEVICES MOUNTED IN A CORROSION RESISTANT POLYPROPYLENE HOUSING WITH 31Y CORDS.
Y PLUG VALVE
GUIDE RAIL PACKAGE SHALL BE
STAINLESS STEEL
WITH INTERMEDIATE RAIL SUPPORT PER
THE MANUFACTURER'S SPECIFICATIONS.
GENERAL ELECTRICAL NOTES
I. ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL
CONTRACTOR WITH AN APPROPRIATE BUSINESS LICENSE.
2. ELECTRICAL PERMITS SHALL BE APPLIED FOR AT BRUNSWICK 00.
DEPARTMENT OF CODE ENFORCEMENT BY THE CONTRACTOR.
3. SEE PUMP STATION SPECIFICATIONS FOR ALL ELECTRICAL AND
CONTROL REQUIREMENTS.
ELECTRICAL KEY NOTES
EXTEND 2' SCH 80 P.V.C. TO ALUMINUM SQUARE TUBE 3" x 3" x 1/80 x 9'-3' LONG WITH
O ALUMINUM 3 x 3 x 1/2 ' TOP CAP. SET SQUARE TUBE IN
TERMINAL POINT AS REQUIRED CONCRETE.
ALUMINUM CHANNEL 6' x 1�/p2'. ALL BOLTS, NUTS, WASHERS,
O EQUIPMENT SEAWL BE FABRICATE
THE K AND INSTALL THE
OSTAINLESS STEEL NEMA 4X PUMP CONTROL PANEL BY BARNES.
MOUNT TOP OF PANEL SIX FEET ABOVE SLAB.
® EYS SEALOFF FITTINGS WITH DUXSEAL..
O 3 — 1 1 /2 - PVC CONDUITS TO WET WELL FOR PUMP POWER
FLOAT CABLES. PVC CONDUIT WITH #
©DUCTORS TO
R� COMPANY LITY DER OR�WWDHN C HOLE /S
O GROUND ROD AND CLAMP.
ELEC. AUDIBLE & VISUAL
`METER /HIGH WATER ALARM
.I ===1 � ii ii I
7 I I I I II II
L SET 3'X3" SQUARE 1L J
12" BE IN CONCRETE
DNA. FRONT VIEW
EL.. = 23.90 LEAD PUMP ON _
PVC SCH80 MALE ADAPTER
ELECTRIC t4m THICK
EL.. = 22.40 PUMPS OFF METER CONCRETE PAD
,C PVC FROM d
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EL = 20.90 BO d 1
ad a ad d �!
SECTION � � . � � � `
a D RA INA GE .PUMP
N.T.S. a
FRONT —THIS SIDE TOWARD WET WELL �.I.
PLAN VIEW
PUMP STATION CONTROL STATION DETAILS
PANEL DETAIL
N.T.S.
CAROLINA
SITE DESIGN, INC
ENGINEERING • PLANNINGMFAX
291—D S.C. HIGHWAY 90 E
POST OFFICE BOX 538 (843) 2
NORTH MYRTLE BEACH, S.C. 29597 OFFICE
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I, Barry L Barber certify that this plat was drawn
under my supervision from an actual survey mode
under my supervision (deed description recorded in
Book 3497 Page 657 etc.) (other) see references;
that the boundaries not surveyed are clearly indicated
as drawn from Information found as noted hereon;
that the ratio of precision as calculated is 1:7500+ ;
that this plat was prepared In accordance with G.S. 47
-30 as amended. Witness my original signature, license
number and seal this 24th day of March, A.D., 2016.
1 further certify that this survey Is of an existing parcel
or parcels of land and does not create a new street or
change on existing street.
Surveyor_-L L�'
License ease Number L-3027
nµmnrnnM..„
s SEAL "
f� 13027 s
NOTES
1. Area Determined by DMD.
2. This property is subject to any and all easements, covenants,
restrictions, right-of-ways of record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
3. This survey does not certify legal title to the land itself, or to
the boundaries shown. Users of this plat should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plat.
4. FEMA Flood Map Identifies parcel as being in FIRM ZONE X.
Community Panel 370295 2026 J, 6/2/06.
5. Tax Map Parcel No. » 232GC016
6. Zoning - Brunswick County. C-LD
7. Setbacks
Front: 25'
Rear. 9'
Side: 5'
8. All distances are horizontal ground distances.
9. Line A to B is agreed line per Deed Book 3359, Page 282.
10. Vertical Datum: NAVD 1988
Deed Book 3497 Page 657
Map Cabinet 7_ Page 87
LEGEND
-4-
Existing iron or Iron pipe
OML
Old marked line
-0
New Iron or iron pipe set
Center line
-$-
NC DOT R/W Monument
Property line
-;]-
Concrete monument set
RR/Spk.
Railroad Spike
-411--
Existing Comer type noted
'., R//W
Right of Way
_
-♦
Existing concrete man.
Geodetic man.
®
Sewer Clean Out
©
Sanitary Sewer Manhole
Fire Hydrant
Telephone Pedestal
8
Power Pole
b
Guy Anchor
Joyce Robinson et al
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