SW7080808_APPROVED PLANS_20101201

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW :Z �(XU)
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
, e�,IALO
YYYYMMDD

DRAINAGE SYSTEM DATA TABLE
bRAIAGE
MAIN LINE
STRUCTURES
MAIN LINE
PIPING STRUCTURES
DETAIL REF_
STRUCT
INV. IN
INV. OUT
RIM ELEV.
PIPE
SIZE
TYPE
LENGTH
SLOPE
15.33
19.75
SD-1
121.
HDPE
167'
0.50%
14
14.50
1430
20.00
SD­2
12"
HDPE
26'
6.23%
12.68
12.48±
EW. W-AIN
AB#A
1300
18.75
SD-3
121,
HDPE
36'
8.33%
EX
10.00
9.24
13.54
14.40
1740
SDI
18"
RCP
100'
0.50%
MAB
13.90
A
18-67
21.20
SD-5
B..
RCP
38'
1.50%
C
18.10
18.00
19.80
SD-6
1211
RCP
121'
1.50%
FE=
16.20
_
4A
---
31
1 9.W
SD-7
1211
pep
130'
�
WE
Col U
SC10OA4 30C13
-9
D
_==40- I m MML am
N/F
III -7 9-7��
-_ e -- _� 11 1 11 VICINITY MAP
\ , L
EY15TING
U ICTION 509
LENGTHS SOWN ARE
FROM C/L OF BOXES AND END OF FLARED END SECTIONS. ff
CONTRACT TO VERIFY INVERTS AND RIM ELEVATONS.
r-7
ES
SAND FILTER CHART L
0
CITY OF HAVELOCK I h T_
ELEVATION
SANDFILTERI
AREA SF
AT
I AREA SF
TOTAL
VOLUME (CF)
UKALINAVC
AREA
IMrrKV1UV3
AREA
1733/650
SAND FILTER 41
4934 TOTAL
10,056
25,757 SF
20,083 SF I
LOT 1-D RE -DIVISION OF �ISIOLI
RANCHSIDE COMMERCIAL SUBDI\
I
AT
PC. G SL. 88 A & 8
"TOURIST CENTER"I
I t � 11
ZONED HC Oil
11
00
CO co,
18.00
658
2147
1700
362 1
1561
16.75
304
1 0
SAND FILTER #2
1 19-00
3990 TOTAL
6,689
34,440 SF
29,218 5F
18.00
2863 TOTAL
17.00
644
1011
16.00
351
IQ
(n
M
SAND FILTER#3
18.00
6580 TOTAL
6,237
36,222 5F
I
25,614 SF
17.00
1 810
1 1223
16.00 313
25.00 233 1 0 1
20.00 2359 TOTAL
SAND FILTER #4 1309 TOTAL 2,790 15,925 SF 9,483 SF
2,6 339 1 0
17.50 190 1 0
6AN6FILTER #3
RAISE EXISTING
0
>
CATCH BA51N RIM
TO BE FLUSH
II W1 1H SIDEWALK
EXISTING PAYEZ PARKING 0'4H70L'Q. U.
FT1
LINE
SS( _Ss-s- _SS _SS S
L
SS SS L SS ss- t:s= ss SS ss��_J S ss -
EXISTING 4­1 Ti L - 01-- - - -
RIM. 126 TL_ 14- 35-51� 234-. L- - - 97.71
INV. 5.1
SD-7
MW AWR 30L CPP
-14
EXIs-nNG C
1354
PIN'Mi. _- k04
GENERAL NOTES
))M
X
LLL 1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
z
WITH CURRENT HAVELOCK STANDARD SPECIFICATIONS
AND DETAILS.
A', . GENERAL CONTRACTOR ALONG WITH THE UTILITY CONTRACTOR
+ 2TO VERIFY AN ADEQUATE INVERT DEPTH OF THE SEWER TAP.
49L
3 SITE AREA = 2.64± ACRES
EXI T 1 \ a, IMPERVIOUS AREA = 1.82± ACRES
EX C8 S
68% SITE IMPERVIOUS.
,13. NO WETLANDS EXIST ONSITE.
------------------------ ---------------- I
4
NTRA"4TO \LEGEND
L
0'--ZIT 35-58 47)!!__ 132.04' 1 149.36'
SHALL
rr-Vy --
ATIOW.
EXIST.
PPOPERTYLINE
VT CB TO
EXIST.
CURB
EXIST.
SETBACK
AN
EXIST.
CENTERLINE
�
EXIST.
STORM DRAINAGE
_SS -SS - EXIST.
SANITARY SEWER LINE
W - W - EXIST.
WATERLINE
FOREBAY PROP 6' _ - . - I
PROP. 6' M N) - G G EXIST. GA5LINE
II SAN.
MIN. i% L, > q IWO
PROP. CURB AND GUTTER
J/
SAND FILTER #2
rn
PROP. CENTERLINE
VO 150,5 CB#1 =
PROP. EDGE Of PAVEMENT
II I
LLJ
Pal
in
33
In
in
PROP. ELEC.
iIi POOL ANSFORM ti 20 PROF. CONTOUR
FOREBAY J57
..0 6
b-E- WO I'll;,� �.. O &5 1 PROP. STORM DRAINAGE
1,11 . - ­
6" 1
0.-50 -AC± PROP. AREA BASIN
-
0411--b E
all/
0.50 AC± 93 SS SS PROP. SANITARY SEWER LINE
W- W- PROP. WATERLINE
L
0 LO PROPOSED DRAINAGE AREA LINE
Min MW mm MM "M MW !v5F
PROP DRAINA Cn 4 SS
1 0 APPROVED
EASEMENT NORTH CAROLINA ENVIRONMENTAL
EX CB
MANAGEMENT MISSION
3 DIVISION OF WATER QUALITY
A
2 __ _ A
- , "'' I - Dale_
I I A4
t
7 L
m.*am M11M SAN
% S
21
PROP.3' PROJECT NOTES
OMEST] PR P DRAINAGE—- 62
WAIRLINE
60 EASEMENT 3
A. NO CHANGES TO ANY ASPECT Of THIS SITE PLAN, INCLUDING BUT
WO **-6"0 w ......... . w
_77 w
VAR
PROP. 6" � W I
C5 NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS
FOREAAY
w
FIRELINE LIGHTING OR UTILITIES WILL 13E MADE WITHOUT THE APPROVAL Of
25 LF UNDERDRAIN5 .4-t-q-
Ex'sT=B may'
THE DEOARTMENT Of PLANNING AND INSPECTIONS.
EX C8
jo EX
B. THE 511E SHALL BE STABILIZED AND SEEDED PRIOR TO THE
SAND FILTER #1 10,10
CB
FFOREBAY 11 Z;�_ z ISSUANCE Of A CERTIFICATE Of OCCUPANY OR GUARANTEED BY
SAND flLTE944 SS, S
�.12"O APPROVED METHOD If APPILICABLE.
49, EX Cal
AEWI-
C. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
JB#1 D- rr F_ 5TANCAPD5 Of THE CITY Of HAVELOCK CODE Of ORDINANCES.
A
SDI I III �I-1 36b�
-FILTER ANO
_J 11T1
0 OWCj NERS CERTIFICATION
00PROP. 6.
IR�
=13 4001-P CHEC I (WE) HERESY CERTIFY THAT I AM (ER AREA) THE OWNERS) Of THE
II
FIRS' IDS' , PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY
PROPOSEGiJ D APPROVE TH5 DEVELOPMENT PLAN. I (WE) FURTHER CERTIFY THAT ALL
SEE).
dill ON 7 15
EXTERIOR IIVPPOVEMENT5, INCLUDING BUT NOT LIMITED TO PAVING
DEPT. CONNECTION WV
PROPOSED FIRE -/, A ND LAN5CArING, AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN
R OSED 3"
HYDRANT ASSEMBLY N NAVY FEDERAL IN ACCOPWNCE WITH THIS PLAN AND THE CITY Of HAVELOCK CODE Of
D E TIC WA
PROPOSED
CREDIT UNION ORDINANCES.
ABOVEGROUND
EX CB RPZ ASSEMBL�'
9261W 19.57'
' N 5T DEI. 2470 PG504
R:440.00' L=19.57' OF WAY
D8. 2470 PG. 507
OPOSED 3-
RICO POP05ED 6"-
25A -a FIRELINE ATER METER# BRANCHSIDE PH. 2
4V OWNERS 5IGNATUPE(5)
I
Y PROPOSED 6" x 3" PC H SL. 67-A&B
14
T. R-40 3 TAPPING SLEEVE
UTILITY
AND VALVE FUTURE HOME OF
PROPOSED 6" Wq LOTS 2, 3, & 4 "NAVY FEDERAL CREDIT UNION"
7; EASEMENT
TAPPING VALVE
CAROLINA EAST I NV. BRANCHSIDE SUB.
M PROP.WATERr
DB. 2671 PG. 242 6 PVC
PHASE TWO
PC H SL. 67-A&B CONNECTION 'UNN 4000" PC. H SL. 67 A & B
II FUTURE HOME OF 1 SCALE: V=30'
"HAMS RESTAJRANT" BLOW-UP VACANT 0 15 30 60
J.W. McGinnis
Architect
11574 East Marion Street
Shelby, North Carolina 28150
Phone: [phone]
Mobile: [phone]
FAX: [phone]
email: [e-mail]
04
o ;JS re
2672
W.
LARISSA M. COLES, P.E.
INC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: MSG
checked by: JWM / LMC
This drawing and the design shown is the
property of J. W. McGinnis, Architect. The
reproduction or use of this property without
the written consent of the Architect is
prohibited and any infringement of the
ownership rights will be subject to legal
action. All copies of this drawing must be
returned to the Architect at the completion
of the contract.
Z
NCDENR COMMENTS
8/01/08
A2
NCDENR COMMENTS
8/20/08
REVISION
1/26/09
REVISION
4/28/09
STAFF REVISION 11 1 9
no. I description I date
Revisions
Holiday Inn Express
NOV 11 _Julil
Branchside Drive
Havelock, North Carolina
project title
DRAINAGE AND
UTILITY PLAN
I sheet title
0709-5
project no.
05.28.08
date I
C-4
Isheet no. 5 of

WATER TABLE NOTES:
SANDFILTER AREAS #1,#2, AND #4 MEAN HIGH WATER ELEVATION = 11.00'
5ANDFILTER AREA #3 MEAN HIGH WATER ELEVATION = 9.00'
EMER. OVERFLOW
%S1
ELEV.=18.75
TOP OF WATER QUALITY
ANTI -SEEP COLLARVOLUME INV. = 17.75
ON OUTLET PIPE 4"0 ORIFICE
EACH SIDE OF DAM ELEV.=17.75
SAND FILTER CHAMBER
ELEV.=16.75
INV OUT'-
=14.30 INV=14.75
12" RCP 18" FILTER SAND
0 0.50% (ASTM C33 MASONARY SAND)
FILTER FABRIC
8" #57 STONE
-ROCK BAFFLE
TOP WIDTH = 3'
EMER. OVERFLOW
\
ELEV.=18.75
TOP OF WATER QUALITY
_
4"0 ORIFICEFOREBAY
VOLUME INV. = 17.75
4" CAELEV.=17.75(DRY
N
DETENTION)
;
3/4"0
SANDED
R
ELEV.=17.00
��
8C7AMBER1TTOM
�(2) 4" SCH-40 0 0.50% SLOPE PVC
UNDERDRAIN W/ 3/8" HOLES 0 6" ON CENTER
WRAP EACH UNDERDRAIN IN FILTER FABRIC
SECTION A -A
SAND FILTER #1 DETAILS
�O
EMER. OVERFLOW
X
ELEV18.20 TOP OF WATER QUALITY
ANTI -SEEP COLVOLUME INV. = 17.25
ON OUTLET PI'4"0 -ORIFICE
EACH SIDE OF EL1V.=17.25
SAND FILTER CHAMBER
.i- ELEV. =15.50
u
INV OUT -
=14.00 INV=13.20
12" RCP T18" FILTER SAND
0 9.67% (ASTM C33 MASONARY SAND)
FILTER FABRIC
12" #57 STONE
;K BAFFLE
WIDTH = 3'
FORE&4Y
(DRY DETENTION)
IOTTOM ELEV.=17.00
e �1e
-(2) 4" SCH-40 0 0.50% SLOPE PVC
DERDRAIN W/ 3/8" HOLES 0 6" ON CENTER
WRAP EACH UNDERDRAIN IN FILTER FABRIC
SECTION A -A
SAND FILTER #2 DETAILS
I� BAFFLE
j TOP WIDTH -
ELEV.=17.40 �I` pROCK
L x 8'W x 1.5'H
i
XDAM
//� TOP OF WATER QUALITY
ANTI -SEEP COLVOLUME INV. = 16.73
ON OUTLET PI2) 4z6 OPENING
EACH SIDE OF ELEV.=16.76 FOREBAY
SAND FILTER 7CHAMBE (DRY DETENTION)
i- ELEV.-15.00 RnTTnM FI FV.=16.0()
INV OUT-
=13.40 INV=13.50
18" RCP 12" FILTER SAND
0 0.50% (ASTM C33 MASONARY SAND)
FILTER FABRIC
8" #57 STONE
DERDS®SLOPE RAINW/ 3/8HOLES 06ON CENTER
WRAP EACH UNDERDRAIN IN FILTER FABRIC
SECTION A -A
SAND FILTER #3 DETAILS
ANTI -SEEP COLLARS
ON OUTLET PIPE
EACH SIDE OF DAM-
EMER. OVERFLOW
ELEV.=19.25 TOP OF WATER QUALITY
1IfT— VOLUME INV. = 18.55
02" OPENING
ELEV.=18.55
SAND FILTER CHA
_� ELEV.=17.50
INV OUT�-
=15.33 INV=15.58
12" RCP 18" FILTER SAND
0 9.67% (ASTM C33 MASONARY SAND)
FILTER FABRI(
12" #57 S"
-ROCK BAFFLE
TOP WIDTH = 3'
FOREBAY
(DRY DETENTION)
"OM ELEV.=19.00
U DERDS®SLOPE
V
RAINW/ 3/8HOLES 06ON CENTER
WRAP EACH UNDERDRAIN IN FILTER FABRIC
SECTION A -A
SAND FILTER #4 DETAILS
1
18" FILTER SAND
(ASTM C33 MASONARY SAND) (2) 4- SCH-40 0 C.50% SLOPE PVC
FILTER FABRI UNDERDRAIN W/ 3/8" HOLES 0 6" ON CENTER
8- #57 SToNWRAP EACH UNDERDRAIN IN FILTER FABRIC
8" #57 STON
SECTION B-B
EMER. OVERFLOW
3 ELEV.=18.20
TOP OF WATER QUAL
1 VOLUME INV. = 17.
4"0 ORIFICE
4" CAP WITH ELEV.=17.25
3/4"0 ORIFICE SAND FILTER CHAMBER
H _�_ ELEV. =15.50
12" RCP
INV.-13.00
18" FILTER SAND
(ASTM C33 MASONARY SAND) (2) 4" SCH-40 0 050% SLOPE PVC
FILTER FABRI UNDERDRAIN W/ 3/8" HOLES 0 6" ON CENTER
12" #57 STONEJ WRAP EACH UNDERDRAN IN FILTER FABRIC
SECTION B-B
CLEANOUT
XORIFICE
EMER. OVERFLOW
ELEV.=17.40 TOP OF WATER QUALITY
VOLUME INV. = 17.00
(2) 4z6 OPENING
4" CAELEV.=16.76
3/4"0 SAND FILTER CHAMBER
i ELEV. =15.00
18" RCP
INV.=13.40
SCALE=NTS
12" FILTER SAND
(ASTM C33 MASONARY SAND) (2) 4" SCH-40 0 050% SLOPE PVC
FILTER FABRI UNDERDRAIN W/ 3/8" HCGES 0 6" ON CENTER
TON WRAP EACH UNDERDRAV IN FILTER FABRIC
SECTION B-B
CLEANOUT
EMER. OVERFLOW
XORIFICE
ELEV.=19.25
TOP OF WATER QUALITY
3"x12" OPENING FUME INV. = 18.554" CAELEV.=18.55T3/4"0 SAND FILTER CHAMBER
� ELEV.=17.50
12" RCP
INV.=15.38
18" FILTER SAND-J
(ASTM C33 MASONARY SAND) (2) 4" SCH-40 0 0.50% SLOPE PVC
FILTER FABRI UNDERDRAIN W/ 3/8" KLES 0 6" ON CENTER
12" #57 STONE WRAP EACH UNDERDRM4 IN FILTER FABRIC
SECTION B-B
J.W. McGinnis
Architect
1510 East Dixon Boulevard
Shelby, North Carolina 28152
Phone:[phone]
Mobile: [phone]
FAX: [phone]
email: [e-mail]
N CARO
.��po`�tH CARb''''��,
�`CES S�
ySSTfpFQ 9
L� _
2672
7 =
a10
W Mc0
oq�P/Ssq Irl
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD,
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: MSG
checked by: JWM / LMC
This drawing and the design shown is the
property of J. W. McGinnis, Architect. The
reproduction or use of this property without
the written consent of the Architect is
prohibited and any infringement of the
ownership rights will be subject to legal
action. All copies of this drawing must be
returned to the Architect at the completion
of the contract.
Qi
NCDENR COMMENTS
8/01/08
Q2
NCDENR COMMENTS
8/20/08
Q
REVISION
1/26/09
Q4
REVISION
4/28/09
STAFF REVISION
11/17/09
no.
I description
date
Revisions
Big
Holiday Inn Express
Branchside Drive
Havelock, North Carolina
project title
SAND FILTER
DETAILS
sheet title
0709-5
project no.
os.2g.og
date
Cm6A
sheet no. 7A of

(T)
r=
06
I
v CJn \ \ \
c y II �—
���\� Nil I4� �1--
NII
._
20�R'I`INN JTE
JEASE
/1—D�—
\
-94
N/F
TC 1 1.22�00
_
CITY OF HAVELOCK
1733/650
I
/
LOT 1-D RE -DIVISION OF
BRANCHSIDE COMMERCIAL SUBDIVISION
PC. G SL. 88 A & BLLI
"TOURIST CENTER"
TC 1 E.57N
ZONED HC
PROFYSILT—
/
FENrP RAFF-6ES —
—7
`r v C /� �II SI ENCHM UK D
)N P
o n o n n � 9> / TOP SS Mh
`XIS N ;PA' D DARING / _ n —� RlM ELEV.=/18.47- Z j
00 co
JT
:'SSI / SS SS pk-HA— SS SS 53 SS uNE -� _SS _ S �o I JF 8 SS LINE /
t _ _ _ a ss Ss — a S 5s ass ss Ss s
• -- — -- I�35 8 23 65'— — — / 7—
ei ■. IU� I�N�
LL
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■
■
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♦♦♦♦♦♦♦NOW
11
♦♦♦♦♦♦ ♦♦♦�♦1�?♦:i ♦♦♦♦ ♦♦♦ ♦ 17 �, 1
gill I
CT
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go go
----
F NC (TYP.) c.Yr I N 35'58'44"W 132.04' 74�es-"N� 149.36'
TEMP. DIVERSION $/��----- zo � — D4
TEMP. SEDIMEN PONE —{TCFfi (l9P) / K c
I I O 'CoI / W/ BAFFLES/4 SKIMMER — \
$ \
3 ) ( PROP. SILT / /' / / / /
l FENCE BAFFLE
-
1 / / \�
I I I � l � I / I Oti�'
8 1— .5Q-A&±-
LU I ZONED HC ,� I
Q I // I 0.50 AC± zi VACANT I I�
o
ZONED HC. I I IIII
3 / / // /--------- Q
'13.a V/ I?XNT
I/ pi
LO ss
2-(SAC± — -----
3 ss
ZONED HC Ex ce /�
—N VACANT r
m J
o /
x
W W
�� \� — CB
121 ExlsTiW s` Wa �w� W _W �—W" Es / / y
(� I�I / \ \ \ \ — ,e' / y
PROP. TEMPORARY B �� w ��— ExIST.�4
N l I I I I\ I I ENTRANCE/EXIT ce / 8 0�' w w� Ex CB Ex ce
\ w ���
p0
\ l o I I I I / N� R,114 j S
\ \ \ ' I i B�FFE YID 'N Ex CB �� SS sS
\ ( 10 � / w I �
IN
ExsT 3 — — —
—">ry 45V 113�X N
w
�„W Sg,36'
4G27-250?31!
I00,
.00
�I
II y
y9 I X
N co n^ I N
0 �I
00 III
I I � � IIIfI,� I dIJ
I II _0
�� MI C°
N I A J � II II I
• 9.71 /
' 15 MBL ­3 BEARD
W w PIIXIsn__ i' PROP SILT A / / 1
N IN �3.5 I I
O.Ou.N \ w �Q\Ex c �UZ9 glg — T R=1089.00
L=232.8� W ��+sT^C �� V � % \ \
rL PRI`�
E;(IST�� II
X
X � x � 5 /
X N �. i
� NAVY FEDERAL
�� `v v w CREDIT UNION
,Ex'CB = — 23. X 6 \\ \ N 53'34'26* 19.57' N%� Tl DB. 2470 PG. 504
\ 13,940.00 J=19.57 \0
� 4^N 251.04 DB. 2470 PG. 507
I N\45245 L_251�9' \\ X J /��\
R \�� / 3 \ \ \ BRANCHSIDE PH. 2
J 4 / PC H SL. ME OF
I ( /
\ X LOTS 2, 3, & 4 FUTURE HOME OF
I L� CAROLINA BAST INV. x LNw BRANCHSIDE SUB. "NAVY FEDERAL CREDIT UNION"
I I DB. 2671 PG. 242 � I
PC H SLu 67-A&B ",I
X FUTURE HOME OF
\ "HAMS RESTAURANT"
PHASE TWO
PC. H SL. 67 A & B
VACANT
WPORT
VICINITY MAP
GENERAL NOTES
1. LOT AREA: LOT "A" 2.0± ACRES, LOT "D" .G4± ACRE5 (TOTAL 2.64±)
2. CUKRENT ZONING: HIGHWAY COMMERCIAL (HC)
SUBDIVISION: 13RANCH51DE
LOI #: "A" AND "D"
3. PROJECT ADDRE55:LOT "A" * "D" - BRANCHSIDE DRIVE
HAVELOCK, NORTH CAROLINA
4. OWNER ADDRESS: EAST COAST HOSPITALITY, INC.
7 10 WEST 95th STREET, SUITE I I
WA511INGTON, NC 27559
5. EX15TING USE: VACANT
PPOP05ED USE: HOTEL
G. TOPOGRAPHIC 4 BOUNDARY INFORMATION FROM A SURVEY BY:
JAME5 C. 51MMON5 AND A550CIATE5
PROFE5510NALLANE) SURVEYORS
G03 WEBB BOULEVARD, HAVELOCK, NC 28532
(252) 447-1 509
7. TH15 PARCEL 5CALE5 IN FLOOD ZONES X
A5'ER F.I.R.M. PANEL # 3720G42200 J, INDEX
DA-ED JULY 02, 2004.
ZONE AE 15 ADJACENT TO THE BRANCH.
8. THIj PARCEL DOES NOT LIE IN AN ACCIDENT POTENTIAL ZONE.
TH15 PARCEL SCALES IN N015E CONTOUR G5 LDN, AND ARE SUBJECT
TO PERIODIC AIRCRAFT NOISE FROM MCA5 CHERRY POINT. SEE CITY
OF HAVELOCK PLANNING DEPARTMENT FOR SPECIFIC INFORMATION.
LEGEND
EXIST.
PKOPEKTYLINE
- — — — —
— - EX15T.
CONTOUR
— --
EXIST.
CURB
EXIST.
DRAINAGE
-- --- -
- EXIST.
SETBACK
EX15T.
CENTERLINE
—
SS SS
EXIST.
SANITARY SEWER LINE
w w
EXIST.
WATERLINE
99 BB 10
PROP.
TEMPORARY DIVERSION DITCH
-
PROP.
TEMPORARY 51LT FENCE
-0 o o n
0
PROP.
TEMPORARY INLET PROTECTION
PROJECT NOTES
A. NO CHANGES TO ANY ASPECT Of TH15 51TE PLAN, INCLUDING BUT
NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS
LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF
THE DEPARTMENT OF PLANNING AND INSPECTIONS.
B. THE 51TE SHALL BE STABILIZED AND SEEDED PRIOR TO THE
155UANCE OF A CERTIFICATE OF OCCUPANY OR GUARANTEED BY
APPROVED METHOD IF APPLICABLE,
C. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS OF THE CITY OF HAVELOCK CODE OF ORDINANCES.
OWNERS CERTIFICATION
I (WE) HEREBY CERTIFY THAT I AM (ER AREA) THE OWNEK(5) OF THE
PROPERTY SHOWN AND DE5CRIBED HEREON AND THAT I (WE) HEREBY
APPROVE TH15 DEVELOPMENT PLAN. I (WE) FURTHER CERTIFY THAT ALL
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
N CAR04
20� 6ZSTFQ�ry
2672
a tih
W. Mc6
LARISSA M. COAES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
NCDENRCOMMENT5
5/l/08
NCDENR COMMENTS
8/20/05
no.
description
date
FIRevisions
7191-ROVE.L .-I 1 .
ND�T` (4ROLINA PN'I` ONM I}TA:.
1" NriCM�NT Cr1°i" it lON
i, U S ,N OF wsT• R i,(I.IAi_ Tt
Dal,
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
Holiday Inn
Express
Havelock, North Carolina
EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING
AND LAN5CAPING, A5 SHOWN ON THE 517E PLAN WILL BE MAINTAINED IN
IN ACCORDANCE WITH TH15 PLAN AND THE CITY OF HAVELOCK CODE OF EXISTING CONDITIONS AND
ORDINANCE5. PHASE I EROSION CONTROL
EXPRESS sheet title
OWNER$ SIGNATURE(5) AUG 2 6 2008
NC DIENR 0709-5
project no. C 4
SCALE: 1"=30'
mow 05/28/08
0 15 30 60 date I sheet no. 1 of 9

SEE PLANS
COMPACTED 5UBGRADE
CONCRETE
Q
•D
fill I CONT
ON 51TE WHERE WATER DRAINS AWIA�Y-F�RIOM WALK
INTEGRAL SIDEWALK * CURB DETAIL
SCALE= NTS
0
�1 D /
N/F
CITY OF HAVELOCK
1733/650
LOT 1-D RE -DIVISION OF
BRANCHSIDE COMMERCIAL SUBDIVISION
PC. GSL. 88A& B
"TOURIST CENTER"
ZONED HC
IEXISTNG PAVED PARKING
II 11
III � 251.04
N 9 454�`_251.19' /�
R= o 3
dil
III `I
I CAROLNA EAST INV.
III DB. 2671 PG. 242
III PC H SL. 67-A&B
III FUTURE HOME OF
III "HAMS RESTAURANT"
.I I
UPERPAVE 9.5A
ABC STONE
LIGHT DUTY PAVEMENT
DETAIL SCALE=NTS
II
II
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
11 JJ 0T LV V I J.J/
R=940.00' L=19.57'
� 250.
N 4527'� L=250.91
R=1pgg.00
CENTERLINE CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA ANGLE
CHORD LENGTH
C1
33.11
150.00
12"38'44"
33.04
C2
25.92
16.50
90°00'00"
23.33
C3
35.34
22.50
90" .M..
31.82
C4
39.27
25.00
89°59 26"
35.35
C5
38.11
112.50
26°15'5"
37.93
C6
29.68
87.50
26'15 45"
29.53
C7
19.51
100.00
11°10'50"
19.48
\4 i
LOTS 2 3, & 4
BRANCHSIDE SUB.
PHASE TWO
PC. H SL. 67 A & B
VACANT
iv S400=003
_.......... .74A 36'SY4� 113joIOII ..
R=1089.00' L=113.86'
Z
j9l � -_`- x -----
/5\
NAVY FEDERAL
CREDIT UNION
DB. 2470 PG. 504
DB. 2470 PG. 507
BRANCHSIDE PH. 2
PC H SL. 67-A&B
FUTURE HOME OF
"NAVY FEDERAL CREDIT UNION"
VICINITY MAP
GENERAL NOTE
I . LOT AREA: LOT "A" 2.0± ACRES, LOT "D" .G4± ACRE5 (TOTAL 2.G4±)
2. CU°RENT ZONING: HIGHWAY COMMERCIAL (HC)
5UBDIVI510N: BRANCHSIDE
LOB #: "A" AND "D"
3. PROJECT ADDRESS: LOT "A" 4 TY - BRANCHSIDE DRIVE
HAVELOCK, NORTH CAROLINA
4. OWNER ADDRESS: EA5T COA5T 105PITALITY, INC.
71 O WEST 95th STREET, SUITE I I
WA5HINGTON, NC 27589
5. FLOOR AREA RATIO TO LOT = 1 7%
G. BUILDING AREA: 55,9G3± GR055 FLOOR AREA
BUILDING HEIGHT: 49'-G" (4 STORIES)
7. PARKING:
REQUIRED = I SPACE PER ROOM PLUS 10% FOR EMPLOYEES
94 ROOMS PLU5 10 % = 104 SPACES
PRC'dIDED = 102 SPACES
8. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB
UNLESS OTHERWISE NOTED.
9. UNLE55 OTHERWISE NOTED INSTALL 24" CURB AND GUTTER.
LEGEND
- EXIST.
PROPEP.TYUNE
- EX15T.
CURB
EX15T.
SETBACK
- EXIST.
CENTERLINE
PROP.
18" CURB AND GUTTER
- PROP.
CENTERLINE
- PROP.
EDGE OF PAVEMENT
- PROP.
FENCE
PROJECT NOTE
A. NO CHANGES TO ANY ASPECT OF THI5 51TE PLAN, INCLUDING BUT
NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS
LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL Of
THE DEPARTMENT OF PLANNING AND INSPECTIONS.
B. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE
155UANCE OF A CERTIFICATE OF OCCUPANY OR GUARANTEED BY
APPROVED METHOD IF APPLICABLE.
C. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS OF THE CITY OF HAVELOCK CODE OF ORDINANCE5.
OWNERS CERTIFICATION
I (WE) HEREBY CERTIFY THAT I AM MR AREA) THE OWNER(5) OF THE
PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY
APPROVE THI5 DEVELOPMENT PLAN. I (WE) FURTHER CERTIFY THAT ALL
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
NA CAPoZ
2 `GIST�cR.o 9
2672
W. Mc-0
LARISSA M. COLES, P.E.
INC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by. ATH
checked by: JWM / _MC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
NCDENR COMMENTS
8/ 1 /08
0
NCDENR COMMENTS
8120108
no.
description
date
Revisions
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
Holiday Inn
Express
Havelock, North Carolina
EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING
AND LAN5CAPING, A5 SHOWN ON THE 51TE PLAN WILL BE MAINTAINED IN
IN ACCORDANCE WITH THI5 PLAN AND THE CITY OF HAVELOCK CODE OF STAKING. STRIPING AND
ORDINANCES.
PAVING PLAN
Y sheet title
OWNER5 51GNATUPE(5) b11G
NCISSIWW00 1N3W39dNVW
-IVINW Na2(IAN3 V1411OUVO Hi6ON
(13AO?IddV 0709 - 5
project no. C�2
SCALE: V=30'
05/28/08
0 15 30 60 date sheet no. 2 of 9

LANDSCAPING PLANT SCHEDULE
QTY
BOTANICAL NAME
COMMON NAME
MIN. PLANTING
SIZE
MATURE SIZE
GROWTH RATE
COND.
COMMENTS
TREES
29
Quercus virginiana
LIVE OAK
V Cal / 8' Ht.
40'-80' Height / 60'-100' Spread
MEDIUM
B & B
BUFFER CANOPY TREE
71
Lagerstroemia indica
CRAPE MYRTLE (NATCHEZ)
6' Ht.
15'-25' Height / 6'-15' Spread
FAST
B & B
STREET/BUFFER UNDERSTORY TREE
44
Cornus florida
FLOWERING DOG WOOD
6' Ht.
25' Height / 25' Spread
MEDIUM
B & B
BUFFER UNDERSTORY TREE
30
Ulmus parvifolia
LACEBARK ELM
V Cal / 8' Ht.
40'-50' Height / 40'-50' Spread
FAST
B & B
STREET CANOPY TREE
40
Chionanthus virginicus
WHITE FRINGE TREE
6' Ht.
15'-20' Height / 10'-15' Spread
SLOW
B & B
STREET UNDERSTORY TREE
20
Pinus pnlustris
LONG LEAF PINE
6' Ht.
75'-100' Height / 25'-35' Spread
FAST
B & B
BIORETENTION/BUFFER CANOPY TREE
SHRUBS and ORNAMENTAL GRASSES
179
Illex vomitoria 'Nana'
DWARF YAUPON
12" Ht.
2'-3' Height / 4' Spread
SLOW
CONT
STREET SHRUB
16
Gardenia jasminoides radicans
DWARF GARDENIA
12" Ht.
6" - 12" Height / 2'-3' Spread
MEDIUM
CONT
STREET SHRUB @ DRIVEWAYS
78
Illex cornuta Burfordii
DWARF BURFORD HOLLY
12" Ht.
4'-6' Height / 4'-6' Spread
SLOW
CONT
BUFFER SHRUB
92
Pennisetum alopecuroides
FOUNTAIN GRASS
12" Ht,
2'-4' Height / 2'-3' Spread
MEDIUM
CONT
BIORETENTION PLANT
61
Acorus calamus
SWEET FLAG
12" Ht.
12" Height / 12" Spread
FAST
CONT
BIORETENTION PLANT
93
Loropetalum Chinese
LOROPETALUM
12" Ht.
3'-4' Height / 3'-4' Spread
MEDIUM
CONT
BUFFER SHRUB
10
Ilex crenota 'Steeds'
STEEDS UPRIGHT HOLLY
12" Ht.
6'-8' Height / 3'-5' Spread
MEDIUM
CONT
DUMPSTER SCREENING SHRUB
74
Myrica cerifera
WAX MYRTLE
12" Ht.
12'-20' Height / 6-12' Spread
FAST
CONT
BIORETENTION /BUFFER SHRUB
W ARI
II YAUPON-
I I
I I
I I
II
T EI
� II
� II
Wlill
I I R _1
II
II I
II LU
II �
II �
� � m
LUI�
1
Z
LU
U
m
H
cn o
II o
II
II
II
I; I
I I
I I
I I
I I
LACEBA
II EM-
I I
I I
I I
I I
I
I� I
II
I I
I I
I I
I
� I
I I
I I
I I
I I
I
I� I
I I
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I I
I
I� I
I I
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I
I�
DWARF IEURFORD
/— HOLLY - 9
�I L ,r-yn3B�01
II
II
II
�Y
II
II
I I
I I
CITY OF HAVELOCK
1733/650
LOT 1-D RE -DIVISION OF
BRANCHSIDE COMMERCIAL SUBDIVISION
PC. G SL. 88 A & B
"TOURIST CENTER"
ZONED HC
�/ N 4524'54 251.04'
�=251:I9'
R=g40.00 / 1
\3 /
CAROLINA EAST INV.
DB. 2671 PG. 242
PC H SL. 67-A&B
FUTURE HOME OF
Q "HAMS RESTAURANT"
11 JJ JY LV O 10.01
R=940.00' L=19.57'
PLANT LEGEND
LACEBARK ELM
WHITE FRINGE TREE
CRAPE MYRTLE
FLOWERING DOGWOOD
STEEDS UPRIGHT HOLLY
N 4( 30"WL2 50 91
R=1089.00
\4 /
LOTS 2, 3, & 4
BRANCHSIDE SUB.
PHASE TWO
PC. H SL. 67 A & B
VACANT
T
z
G
�0 sy�7
DWARF YAUPON
LOROPETALUM
z
fTl
z p
DWARF BURFORD HOLLY /
I
6 F SITE
/
DWARF GARDENIA
m Q
FOUNTAIN GRA55
SQQQ 7L�
M=003
Ef oaf TO NEWPORT
S
5WEET FLAG /
SLOCUM CREEK
TO MILLER BLVD.
LONGLEAF PINE
VICINITY MAP
WAX MYRTLE
i
GENERAL NOTES
1. LOT AREA: LOT "A" 2.0± ACRES, LOT I'D" .G4± ACRES (TOTAL 2.G4±)
2. CURRENT ZONING: HIGHWAY COMMERCIAL (HC)
SUBDIVISION: 5RANCH5IDE
/
LOT #: "A" AND TY
I
III
3. PROJECT ADDRE55: LOT "A" 4 "D" - BRANCH5IDE DRIVE
LACE13AM
HAVELOCK, NORTH CAROLINA
58'44'1N 254.28' ELM B
4. OWNER ADDRE55: EA5T COA5T HOSPITALITY, INC.
TO l T1\
\ CRAPEMYRTLE - 4
O
WASHINGTON tNC 275895UITE I I
O —TO OTO O TO
\\
5. FLOOR AREA RATIO TO LOT = 1 7%
G. BUILDING AREA: 55,9G3-L GPO55 FLOOR AREA
'(
BUILDING HEIGHT: 51' (4 STORIES)
I I SPACES Q 9'
Q�
7. PARKING:
CRAPEMYRTLE -
REQUIRED = I SPACE PER ROOM PLUS 10% FOR EMPLOYEES
N41ITE
Fof^'
- - 1 II
94 KOOM5 PLU5 10 % = 104 SPACES
PROVIDED = 102 SPACES
4 H/C SPACES
IOG SPACES
8. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB
UNLE55 OTHERWI5E NOTED.
9. UNLESS OTHERWISE NOTED INSTALL 24" CURB AND GUTTER.
LEGEND
EX15T.
PROPERTYLINE
EXIST.
CURB
EX15T.
5ETBACK
EX15T.
CENTERLINE
15" CURB AND GUTTER
PROP.
PROP.
CENTERLINE
PROP.
EDGE OF PAVEMENT
FENCE
❑ ❑ a PROP.
PROJECT NOTES
A. NO CHANGES TO ANY ASPECT OF THI5 51TE PLAN, INCLUDING BUT
/ NOT LIMITED TO, LAND5CAPING, GRADING, BUILDING ELEVATIONS
LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF
THE DEPARTMENT OF PLANNING AND IN5PECTION5.
B. THE 51TE SHALL BE STABILIZED AND SEEDED PRIOR TO THE
Z_ _ _ 155UANCE OF A CERTIFICATE OF OCCUPANY OR GUARANTEED BY
APPROVED METHOD IF APPLICABLE.
N 36'51'45V 113.81'
R=1089.00' L=113.86'
\5/
NAVY FEDERAL
CREDIT UNION
DB. 2470 PG. 504
DB. 2470 PG. 507
BRANCHSIDE PH. 2
PC H SL. 67-A&B
FUTURE HOME OF
"NAVY FEDERAL CREDIT UNION"
C. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS OF THE CITY OF HAVELOCK CODE OF ORDINANCES
OWNERS CERTIFICATION
I (WE) HEREBY CERTIFY THAT I AM (ER AREA) THE OWNER(5) OF THE
PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY
APPROVE THI5 DEVELOPMENT PLAN. I (WE) FURTHER CERTIFY THAT ALL
EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING
AND LAN5CAPING, A5 SHOWN ON THE 51TE PLAN WILL BE MAINTAINED IN
IN ACCORDANCE WITH THI5 PLAN AND THE CITY OF HAVELOCK CODE OF
ORDINANCES.
OWNERS 5IGNATURE(5)
SCALE: P=30'
0 15 30 60
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
N CARoC�
2 � 6S5TpR�. 9
2672
W Mc6
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by. ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
NCDENR COMMENTS
8/ I /08
NCDENR COMMENTS
(5/20/08
no.
description
date
Revisions
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
Holiday Inn
Express
Havelock, North Carolina
project title
LANDSCAPING
PLAN
sheet title
0709-5
project no. C111111111112A
05/28/08 II
date sheet no. 3 of 9

10 NEW 9ERN
cylcn
W
23
n I 1 1 1 1 \\ X , i o I I I 6 SITE
L'i\-- X c° I
f
\\ SCOOM �l,,o/\\/
OFNf TO NEWPORf
— �� J�� — 7(�1� SLOCUM CREEK
�TO MILLER BLVD.
VICINITY MAP
II �� l�� �I GENERAL NOTES
IITC 14.391. ALL SEDIMENT CONTROL MEASURES SHALL BE
INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR
DAYS AND AFTER ANY STORM EVENT OF GREATER
_/ THAN 0.5 INCHES OF PRECIPITATION DURING ANY
\1 _ D / —C�-{ -- I� ✓ / / '\ rj / / �// , , �/ 24-HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES
/ I 1 / V SHALL BE REPAIRED OR REPLACED AS NECESSARY
TT G �c 2. ALL SEDIMENT CONTROL FEATURES SHALL BE
00
N/F TC 15.22 / / / ��' / i -+I_� L �1 / �/� \ \ \\ �\ MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN
HE
OBTAINED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO
CITY OF HAVELOCK X' i I / a
/ �� / � � \ \ CONTROL EROSION AND/OR OFF 5ITE SEDIMENTATION.
1733/650 /—
LOT 1-D RE -DIVISION OF / ( /� 1' I� \ ALL TEMPORARY CONTROL DEVICES SHALL BE
_ REMOVED ONCE CONSTRUCTION I5 COMPLETE AND
BRANCHSIDE COMMERCIAL SUBDIVISION I/
PC. G SL. 88 A & B 1 // / /' / (lr -�.,` _ ?\ 5 \ Ex CB \ _� - SITE I5 STABILIZED.
EXIST 1
\ \ \ 3. STABILIZATION MEASURES SHALL BE INITIATED AS
"TOURIST CENTER"
/ / AS PRACTICABLE IN PORTIONS OF THE SITE
TC 16.57 / / ^ z353< \ \ \ \ WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
" / / L - \ \ OR PREMATURELY CEASED, BUT IN NO CASE MORE
- -
ZONED HC / — �- �� � - _
IN
' � / \ TEMP. CONS CUTIO B
/ ' j\ , THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY
/ EN RAN IT c 6 OR
THAT PORTION OF THE SITE HAS TEMPORARILY
+, \ \ PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT
22, 9;,S } ^s T� / / III I \ \ U \ / /�V A�� II PORTION OF THE 5ITE WILL RESUME WITHIN 21 DAYS.
-�.
/� II
PPOtPI'INLET e j `�^, T § 9 .1 1/k J> \ /� // /' / L } 1 } \ } } \ } / } 'fl \ \ \ 4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES
n p 9� , - - _"'" - -, \ - - - - - / �� \ Ilr AS MAY BE REQUIRED, TO CONTROL SOIL EROSION
t - / PRO� ION 7y 1EkS_1NCLPAVFDIPARING n , �- DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS
n \ \ SHALL BE CLEANED, GRADED AND STABILIZED WITH
PROP. sT.) A / \ J } } 0,w EX CB GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
slLr ) �-6 N I � ^ 1 I UI � _ - -�" � - � ` -/ -� / _�°;J' _ R \ }
X I / �� oENuueu uMlrs I °' iv o o X / / ' p \ \ �, - / \ \\ I/ 5. THE CONTRACTOR MUST TAKE NECESSARY ACTION
- _ - _ _ _ __ - - - - , - - ,• \ TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
RIMsnNc ' _.- - -� - / 97 7 y \ • �, \ \ - _ - _ _ '• - • �3 - - - _ i ROADWAY FROM CONSTRUCTION AREAS. THE
�O\ NV. = 5. \ 3 / / \ CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
l
\ R 1 m _ - PAVEMENT, AS MAY BE REQUIRED OR ADD WASH STATION.
\ 1 EX 3 "CPP I �8 Rs Y nowrp ° 1 \ \
_��-- '° 6
/
IZq^ CPP / /I -/ A I DETAILS.
_ '' / '' � \ ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
21 N 821.50 \\\ I� WITH HAVELOCK STANDARD SPECIFICATIONS AND DET I
EXISTINGc I / 3o.ae' - / °.36 - -' 149.36' \ 7. ALL PROPOSED SPOT ELEVATIONS WITHIN PAVED AREAS
INV. _ �S32a I / / /� 93o t - - - ea �/ / N 1 2.04 ARE AT PROPOSED BOTTOM OF CURB UNLESS OTHERWISE
I' a f W / v yj 1� PERMANENT,J�j�€ j DENUDED LIMITS 1 \ NOTED.
III �/� }
DIVERSION BERM -'
�� R Lp R _ 21 ! I_� - - - - - 20 � \ TOP =.00 J _) , ` - __ I \ \ 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE
\ �N FINISHED GRADE.
I III \ \ 9. DENUDED AREA = 2.90± ACRES
tom, � � /
' \ 0. EXISTING SOILS: GOLDSBORO LOAMY FINE SAND
I f ,/ zo1 2U.199* zz ;`�- >>° r // = \\\ ' /� \ LYNCHBURGSANDYLOAM
h/ _°�°'i mo' LEGEND
CrI
1P 21.28 � `°5d/ff
f I � \� C EXIST. PROPERTYLINE
1 1
I R 3 zoo r2 r2' r, R zzoo 2a - R \\ _ J/ 4z \ EXIST. CURB
II I _ `J J 4� B III 0.59 AE± — W I \
W I IIIa 9< I \ EXIST. SETBACK
-1 �b � 0.50 AC± � I�
¢i EXIST. CENTERLINE
I �` ' k 7✓
o_III' bL��olI -2T v EXIST. STORM DRAINAGE
/_ W J.FF��20 -=rro� a�\ \\
I;p`t / \ PROP. 24" CURB AND GUTTER
W I.. µ _, ° III
/ t N tom' d .' I j "� ...: T`A5 a _"' r .� fV N \ \ I —
r -_v + �} PROP. CENTERLINE
$0/ �L � �. I � t,J..1, I_E,JI v EX CB
a } / } / e �n ✓ S '`', � _ qr l —� I 3 5. 00 5�. PROP. EDGE OF PAVEMENT
�\ \ (n m I o / 21 / ��., C �I.� 1/ / ,.s., _. a,$'-.'.... r t!_-.V; ` \ 3 t li 1"' _ a r / y1 ❑ ❑ ❑ PROP. FENCE
-� �. .� ,f l� Ynr._l�\\ �j EX 7/ F
z1 z190 r /; ry,4B_ 2 \ ri «r �. �\ �m/C-- ---/� v PROP. CONTOUR
O X r A 1 OW,) ) P
2.93' \
1 >?•€ ••.�' // PROP. STORM DRAINAGE
- - t1 — - - - �\ / /� / PROP. AREA BASIN
n a 21 / `$ `, � \ a° / I DENUDED LIMITS -� /
21 11 / • / � � / •t 62 ('�I' / PROP. SILT FENCE
J I c ti ! —III—II—
PROP. DENUDED LIMITS
m
I I I I I II I � 1 .- , \ _ �-_ — -Esc c6
it 1 I \ 3' +// 31.78_ e ; \ _-==EXISTT 18 PROJECT NOTES
(/3 I I I 1 I N I 1 I I I ?O+> >3 / / �e> / _ \ \ EX C13 EX CS
0 i A. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT
_ _ \ _ _ _ z _ �_ \ NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS
\ _\ f07.30 — °j c° % _ — — LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF
DO rL T -�Q> t B� x r' / I THE DEPARTMENT OF PLANNING AND INSPECTIONS.
• 1 2 / I\ / / EX C= 1
o I ` \ \ I v �39 o- �T • / i/ 1 / \
'9 \ \ I %55 B. THE 51TE SHALL BE STABILIZED AND SEEDED PRIOR TO THE
- -XN 3 ...45V 113�)k_-...... 3
"' - — - ISSUANCE OF A CERTIFICATE OF OCCUPANY OR GUARANTEED BY
\
a X_ APPROVED METHOD IF APPLICABLE.
O 00 I I / N —_\ / R „� • \V ` / i i / I� N 4g2T30"WL_250 1� \ � C. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
/ r _ / j - li ryry i\Ex S\Q1GZ9uS`IB � � � \ \ \ R_1089.00 \ � � STANDARDS OF THE CITY OF HAVELOCK CODE OF ORDINANCES.
III — L=232 Est' ��22a9 8 alw - / j \ — I I X
— \ �\ \° �'/ I , _ X OWNERS CERTIFICATION
X \ /
5
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
/,N CAROC
6Z5TFRFry
2672
� tib
a
W. Mc6
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, INC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by- ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
NCDENR COMMENTS
8/ I /08
NCDENR COMMENTS
8/20/08
no.
1 description
date
Revisions
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
Holiday Inn
Express
Havelock, North Carolina
project title
X i I (WE) HEREBY CERTIFY THAT AM (ER AREA) THE OWNERS) OF THE
co — � � I � 2� � �� � \ \ � N � - 1 NAVY FEDERAL PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY GRADING AND
n _ o \ \ \ U APPROVE THIS DEVELOPMENT PLAN. I (WE) FURTHER CERTIFY THAT ALL
_ CREDIT UNION
L i I w Ex CB = 23.4X 6 ` EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING EROSION CONTROL PLAN
l I \ \ N 53'34'2N 19.57 X r DB. 2470 PG. 504
I [ AND LANSCAPING, AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN sheet title
Cn I I I 1 ^ \ ��940.00' J=19.57' DB. 2470 PG. 507
I *W 251.04 \ � � I IN ACCORDANCE WITH THIS PLAN AND THE CITY OF HAVELOCK GODS OF
/ \ BRANCHSIDE PH. 2
ORDINANCES.
co n I I I N 940 004 L=25119' / 3 \ \ \ \ X 4 / i PC H SL. 67-A&B
IJ�".i J"1'���>f:.. ,i6_:'`r-�, R� Av �/ V
FUTURE HOME OF
0709-5
\ X LOTS 2, 3, & 4 "NAVY FEDERAL CREDIT UNION" OWNERS SIGNATURES) project no.
CAROLINA BAST INV. x w BRANCHSIDE SUB. Cm3
1 1 ,27 ; :. T, t .^.�.> � '- N PHASE TWO SCALE 1°=30�
II II I , " DB. 267 N PG. 242 p
QO PC H SLi) 67-A&B
I1 J n I I
X FUTURE HOME OF PC. H SL. 67 A& B 05/28/08
VACANT 0 15 30 60
"HAMS RESTAURANT' date sheet no. 4 of 9

Ad
DRAINAGE SYSTEM DATA TABLE
MAIN LINE
DRAINAGE STRUCTURES
MAIN LINE
PIPING STRUCTURES
DETAIL REF.
STRUCT.
INV. IN
INV. OUT
RIM ELEV. *
PIPE
SIZE
TYPE
LENGTH **J2.80%
*
AB#1
15.33
19.75
SD-1
12"
HDPE
167'
*
AB#2
14.50
14.30
20.00
SD-2
12"
HDPE
26'
*
JB#1
12.68
12.48f
EXIST. GRADE
*
AB#3
13.00
18.75
SD-3
12"
HDPE
31'
*
EXCB
10.00
5.10
PROP. GRADE
*
AB#4
12,83
17.75
SDI
12"
HDPE
101'
*
EXJB
10.00
10.00
12.00
� r`\ � \
1 \
\ 6 \
I _
* ELEVATION LISTED REPRESENTS SLOT ELEVATION FOR OVERFLOW AREA BOXES. ` ~ , l
** LENGTHS SHOWN ARE FROM C/L OF BOXES AND END OF FLARED END SECTIONS. I I I I _ -
N EXISTING
JUNCTION BOX
I� 1(-n
III _
N I ?�
BIORETENTION CHART
ELEVATION
SQUARE FEET
CUBIC FEET
DRAINAGE
AREA
IMPERVIOUS
AREA
BIORETENTION AREA #1
20.00
4,934.58
2,079.17
18,593.97 5F
10,411.27 SF
19.00
4,033.96
BIORETENTION AREA #2
19.00
4,099.51
2,292.73
22,961.23 SF
17,073 SF
18.00
2,916.81
BIORETENTION AREA #3
18.00
3,530.54
2,618.39
37,969.11 SF
26,133 SF
17.00
1,816.44
BIORETENTION AREA #4
20.00
2,359.40
1,029.05
15,920.96 SF
8,411.60 SF
19.00
1,309.78
BUILDING AREA
TO BIO #1
16,935 SF
16,935 SF
C? 20�_DRAINA E
\j i
III
ART
/
N
RAISE EXISTING _ I7 gq I y o
CATCH BASIN RIM 1 ' Q•i .� ,t r- (' �'� 4j'
- TO BE FLUSH 0
XISN m
WITH SIDEWALK
NG PAVED PARKING ! NUJ Z
I/ rn 8• SS LINE -FBE i
S SS SSI SS �SS SS SS SS S$
-3� - -SS - - S.5 � - 55 _ 55 �- �I S SS �-15�5 SS 55
EXISTINGC- N-35!5 �4'W-23i 6-. - 97.7
RNV. -15.1 � _
_ EX 3 CPP D.
15' MBL
nN GCP / {BIORETENTION AREA#2
JEX' I
=I 'vs=19za
�`�' III II ill l
II Il
II I
II I Il 0I
LuI Il
I
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ktJa �
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i
II
II
i
I
I
II
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0
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r-
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75
I I
Sa00M
IT
tit
It �I
III'\
TT� `
\-� / 5 r- Ex CB \ EXIST 1 "I
-OWA mm- mm- mm- mm- iffi�70WA_ MEN- NIMBI wm- MWII- now mffig�- Mum- WON- 000- Ann-- amm- "On- w�� \
- - -
AB#4 -BIORETENTIONAREA#3-
--- 17 -
III PROP UNDERDRAINS sl ` \ \ \
jll
20 - EX CB\ >;l
- II'
NN
N 35'58'44"W 132A4' - "�8�-"NC 149
PROP UNDERDRAINS 1 N - I»)i\A( T,7,5 F
(TYPICAL) 0
3 v
PROP. b"PVC / K� \-3'EDQ, F" (lMF cd � a1
= 111\\ SAN. SEWER G
20 MIN. 1 % SLOPE
_ N \I
MIN
PROP. ELEC. -� U 8
TRANSFORMER�
-
,y0
0 -AC -
0.50 ACf
1 3 INN
I
111 rS� _ z -I
FIFE 22.00 =: LO
v4.v a o T a - / SS
CU
I11..PING i EXCB S �
3
71
II I MEW-MM
MMA
m [
}
�., _ a ''., ✓tl�%f.� A,_, I~ / Imt \ J1 EX CCB y /
''�,. �' -� Z�
21,` -
' n �ti � ` av --a Ifs uo�+r� �......... �,,., w � i \ � � -
v y r E, 2 0 ('� G Q L`T
" -h-
III ,fir (\ i � QL IFT, (II\ P 7 i',je J \ P � /
21 _ _ - 62'
21
PROP. 2-1/2" DOMESTIC �• /� �/5`'
WATERLINE �� 0' 1 PROP UNDERDRAINS 121' wvN w \ w w
=c- /
W W (TYPICAL) D(I W 6_= W W -Ei( CB
PROP. 6' J _ w _
FIRELINE w-�-EXisT�
PROP UNDERDRAINS W / EX CB EX CB
BIORETENTION ARE
(TYPICAL) S Z_
D_ AB 2
JB#1
I
• Ij
I I III
I
III II t
II III �
I �l
II M,
I
N II II II I I
II .I51 �
c4-- XN 3 1131.-...... %3 -7-1 -
-ow- SD-1 - / / EX/5" / I -
I --4t=f089 0E)'- L=_113.86'-
BIORETENTION AREA#1 / 2 / PROPOSED 6" PROP. 6"
FIRELINE CHECK VALVE36,,?.,,
I PROPOSED FIRE Oil � F71
- / DEPT. CONNECTION
Ex C v � � � PR0OPOSED
L=932. w i_ g/ BIB
,� / 6 x6 x6 TEECVS
E S> �O PROPOSED 2-1/2I Z'
dl3 / DOMESTIC WA T 'R W\/ I -....4 15
i
PROPOSED 6" FH ROPOSED`
J DOUBLE CHECK FIRE-71
7 VALVE ASSEMBLY U YDRANT NAVY FEDERAL
- SSEMBLY
PROPOSED 2-1/2" 0
WATER METER ' CREDIT UNION
III Ex cB - \ N 53'34'26"W 19.57' W M
1i-940.00' L=19.57' \N DB. 2470 PG. 504
N\ 452454 2514j9' \ \ ` I RIGHT OF DB. 2470 PG. 507
PROPOSED / / 4 1 ( BRANCHSIDE PH. 2
00' l' / 3 \ 2-1/2" TAP / PC H SL 67-A&B
I \ � PROPOSED 6" � w � w i LOTS 2, 3, & 4 FUTURE HOME OF
r _ r -,r TAPPING 'NAVY FEDERAL CREDIT UNION"
I e � 3,,), 5Q, CAROLINA EAST INV. w BRANCHSIDE SUB.
041 ; 7 ?Cx', FT. (, h' F ; _0� 11 DB. 2671 Pc. 242 PROP. WATER W F\jc
PC H SL. 67-A&B CONNECTION `EXWAtERMAItJ
�
�� PHASE TWO
FUTURE HOME OF BLOW-UP / PC H VACANT
& B
"HAMS RESTAURANT"
]YPORT
VICINITY MAP
GENERAL NOTES
1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE
WITH CURRENT HAVELOCK STANDARD SPECIFICATIONS
AND DETAILS.
2. GENERAL CONTRACTOR ALONG WITH THE UTILITY CONTRACTOR
TO VERIFY AN ADEQUATE INVERT DEPTH OF THE SEWER TAP.
3. SITE AREA = 2.64t ACRES
IMPERVIOUS AREA = 1.82± ACRES
68% SITE IMPERVIOUS.
3. NO WETLANDS EXIST ONSITE.
LEGEND
EXIST.
PROPERTYLINE
-
- EXIST.
CURB
-
- - EXIST.
5ET13ACK
-- -
EX15T.
CENTERLINE
EX15T.
STORM DRAINAGE
SS
SS
EXIST,
SANITARY SEWER LINE
w
w
EX15T.
WATERLINE
G
G
EX15T.
GA51_INE
PROP.
CURB AND GUTTER
PROP.
CENTERLINE
PROP.
EDGE OF PAVEMENT
PROP.
FENCE
- 20
PROP.
CONTOUR
PROP.
5TORM DRAINAGE
PROP,
AREA BA51N
SS
SS
PROP.
SANITARY SEWER LINE
W
W
PROP.
WATERLINE
PROPOSED DRAINAGE AREA LINE
PROJECT NOTES
A. NO CHANGES TO ANY A5PECT OF TH15 51TE PLAN, INCLUDING BUT
NOT LIMITED TO, LAND5CAPING, GRADING, BUILDING ELEVATIONS
LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF
THE DEPARTMENT OF PLANNING AND IN5PECTION5.
B. THE 51TF SHALL BE 5TA13ILIZED AND SEEDED PRIOR TO THE
155UANCE OF A CERTIFICATE OF OCCUPANY OR GUARANTEED BY
APPROVED METHOD IF APPLICABLE.
C. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
5TANDARD5 OF THE CITY OF HAVELOCK CODE OF ORDINANCES.
OWNERS CERTIFICATION
I (WE) HEREBY CERTIFY THAT I AM (ER AREA) THE OWNER(5) OF THE
PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY
APPROVE THIS DEVELOPMENT PLAN. I (WE) FURTHER CERTIFY THAT ALL
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
N CA ROC\
2 LGZSTFR� 9
2672
W.
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
0
NCDENR COMMENTS
8/ I /08
0
NCDENR COMMENTS
8/20/08
no.
1 description
date
Revisions
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING
AND LAN5CAPING, A5 5HOWN ON THE 51TE PLAN WILL BE MAINTAINED IN
IN ACCORDANCE WITH TH15 PLAN AND THE CITY OF HAVELOCK CODE OF DRAINAGE AND
ORDINANCES. UTILITY PLAN
sheet title
OWNERS 51GNATUPE(5)
0709-5
IN-4, project no. C 4
SCALE: V=30'
0 15 30 60 05�28�D8
date I sheet no. 5 of 9

MIN. 10 GA.
LINE WIRE5
e
IE VARIABLE A5 DIRECTED BY THE ENGINEER _I
(8' MAX.)
i�M1IIIIIIIIIIIII1
faV1�Vl��V�°IVY1iC'�Vi'i������'�V'�Ci���iY�� '♦ \�.
IN I LICIVILVIN I L VVINLJ in
On
777
0
m
fr
w L
J
IT Q
0 w
N
N�
STEEL ONLY
WIRE FABRIC
FILTER FABRIC
U
�w�
M I-,
3E:<
GENERAL NOTES:
I . FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MINIMUM OF G LINE WIPES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.
3. BURLAP CANNOT BE USED WHERE SILT FENCE 15 TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
4. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND BE OF THE SELF -
FASTENER ANGLE STEEL TYPE.
MAINTENANCE NOTES:
1 . FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR
TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER
STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM
EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROX-
IMATELY HALF THE HEIGHT OF THE BARRIER.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OR FILTER BARRIER 15 NO LONGER REQUIRED SHALL BE
DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED
AND SEEDED
TEMPORARY 51LT FENCE
I . ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION IMMEDIATELY FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 HOUR
PERIOD, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICE5 AS DESIGNED.
2. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL
STABILIZATION HAS BEEN OBTAINED.
3. SILT WILL BE REMOVED FROM BEHIND THE SILT FENCE AND/OR AT THE INLET
PROTECTION SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER.
4. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL 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 51TE WILL
RESUME WITHIN 21 DAYS.
5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DEN5E
VEGETATIVE COVER.
SEDIMENT CONTROL FEATURES
MAINTENANCE 5CHEDULE
WATER TABLE NOTES:
SKIRT MINIMUM OF 8"
FALL
5eedmq mixture
5pecle5
Rye (gram)
Rate (Ib/acre)
120
SCALE=NT5
5eeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain and Piedmont - Aug 15 - Dec 30
Sod amendments
Follow soil tests or apply 2,000 Ib/acre ground agricultural limestone
and 1,000 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lWacre straw. Anchor straw by tacking with
asphalt, netting, or a mulch anchoring tool. A disk with
blades set nearly straight can be used as a mulch anchoring
tool.
Maintenance
Repair and refert,ze damaged areas immediately. Topdress with 50
ib/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
SUMMER
Seeding mixture
5pecle5
German millet
5eedmq dates
Mountains - May. 15 - Aug. 15
Piedmont - May I - Aug. 15
Coastal Plain - Apr 15 - Aug 15
50' MIN. PUBLIC RIGHT
OF WAY
.. .a.. � ., LG"MIN
EXISTING FILTER FABRIC PROVIDE APPROPRIATE TRANSITION
GROUND UNDER STONE BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT OF WAY
SECTION
EXISTING
GROUND
PLAN VIEW
OF
WAY
CONSTRUCTION SPECIFICATIONS
I . STONE SIZE- USE 2"-3" WASHED STONE
2. LENGTH- AS EFFECTIVE, BUT NOT LE55 THAN 50 FEET,
3. THICKNESS- NOT LE55 THAN G INCHES.
4. WIDTH- NOT LE55 THAN 20 FEET WIDTH.
5. WA5HINING-WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN
WASHING 15 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 STORM DRAIN, DITCH, OR WATERCOURSE THROUGH U5E
OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
G. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC RIGHTS OF WAY. THI5 MAY REQUIRE PERIODIC 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.
7. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
TEMPORARY CONSTRUCTION
ENTRANCE
Rate (Wacre)
40
Sod amendments
Follow sell tests or apply 2,000 Ib/acre ground agricultural limestone
and 750 lWacre 10- O-1 O fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with
asphalt, netting, or a mulch anchoring tool. A disk with
blades set nearly straight can be used as a mulch anchoring
tool.
Maintenance
Refertilae if growth is not fully adequate. Reseed, refertihze and mulch
immediately following erosion or other damage.
F l TEMPORARY SEEDING SPECIFICATIONS
L_ I
BIORETENTION AREAS #1,#2, AND #4 MEAN HIGH WATER ELEVATION = 11.00'
BIORETENTION AREA #3 MEAN HIGH WATER ELEVATION = 9.00'
MULCH NOTES: FILL SOIL MEDIA NOTES:
- MULCH SHALL BE FREE OF WEED SEEDS, SOIL AND ROOTS. - MIX SHALL BE UNIFORM AND FREE OF STONES, STUMPS
- MULCH SHALL CONSIST OF DOUBLE OR TRIPLE -SHREDDED AND ROOTS LARGER THAN 2 INCHES.
HARDWOOD MULCH ATLEAST 6 MONTHS OLD. MEDIA SHALL HOMOGENEOUS MIX OF 85 % SAND, 12
- MULCH SHALL BE UNIFORMLY PLACED APPROX. 3 INCHES FINES (SILT ANN D CLAY), AND 3 %PEAT MOSS (BY WEIGHT).
DEEP. IT SHALL BE RENEWED AS NEEDED TO MAINTAIN - MEDIA SHALL HAVE LOW PHOSPHOROUS CONTENT, WITH
2"-4" DEPTH. A P-INDEX BETWEEN 10 AND 30.
- EVERY TWO YEARS, MULCH SHALL BE REMOVED AND - AFTER PLACEMENT, FILL SOIL MEDIA SHALL BE TESTED TO
REPLACED. DETERMINE DRAINAGE RATE. INFILTRATION RATES 5 HALL
BE BETWEEN 1 AND 4 INCHES PER HOUR,
)VERFLOW STRUCTURE
OTC ING
IIV. = 20.00 Q 2" - 4" MULCH
- 20.0
11
12" PONDING
19.0
I
3 CLEAN -OUTS PER UNDERDRAINS
FILL SOIL MEDIA
I
(SEE NOTES)
FILTER FABRIC
II
SLOPE
II
1
16.50
4" WASHED SAND
12" RCP
DRAIN
@ 6.23%
INV = 15.78
,
r
IJ
15.53
10" #57 WASHED STONE
-
B 1 O RETE NTI O N AREA # I
(2) PROP 4" 5CH-40 PVC @ 0.50% SLOPE
INV. OUT = 14.30
BIORETENTION
AREA5
SCALE=NT5
LATE WINTER AND EARLY SPRING
Seeding mixture
5pecle5 Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain, 50
Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
5eedmq dates
Mountains - Above 2500 feet: Feb 15 - May 15
Below 2500 feet: fob I - May 1
Piedmont - Jan. I - May 15
Coastal Plain - Dec I - Aug I
5oil amendments
Follow soil tests or apply 2,000 tilacre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with
asphalt, netting, or a mulch anchoring tool. A disk with
blades set nearly straight can be used as a mulch anchormg
tool.
Maintenance
Refertdhze if growth is not fully adequate. Reseed, refertiloc and mulch
immediately following erosion or other damage.
)VERFLOW STRUCTURE
OTCB T E ING _
INV. = 18.75 Q 2" - 4" MULCH /
- - - - - 19.0
\//\//�%
18.0
FILL SOIL MEDIA 3 CLEAN -OUTS PER UNDERDRAINS
(SEE NOTES) FILTER FABRIC
15.50
12' RCP ISLOPE 4" WASHED SAND
@ 9.67%� DRAIN I INV. = 14.58
0" #57 WASHED STONE
- - 14.33
BIORETENTION AREA #2 (2)PROP 4"scH-40PVC @0.50%SLOPE
INV. OUT = 13.00
OVERFLOW STRUCTURE
OTCB IN�G
INV.=17.75 /z\
3
-2" - 4" MULCH
l \\ \\%\\j/�\�\ \ 1 Z 9 PONu> Nv
I
FILL SOIL MEDIA
(SEE NOTES)
12" RCP I SLOPE 14.00
@ 2.80% DRAIN
INV.
- - - - - - I__J 12,83
INV. OUT=12.831 BIORETENTION AREA #3
18.0
" 017.0
3 CLEAN -OUTS PER UNDERDRAINS
Oil
ILTER FABRIC
4" WASHED SAND
FILTER
#57 WASHED STONE
(2) PROP 4" SCH-40 PVC @ 0.50% SLOPE
SCALE=NT5
F
I . OBTAIN EROSION CONTROL PLAN APPROVAL AND NECESSARY PERMITS
2. PRIOR TO GRADING, INSTALL PHASE 1 ER051ON CONTROL DEVICES,
INCLUDING TEMPORARY CONSTRUCTION ENTRANCES, SILT FENCE,
INLET PROTECTION, TEMP. SEDIMENT TRAP, AND TEMP SEDIMENT POND.
3. GRADE IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS.
4. INSTALL ON -SITE DRAINAGE AND UTILITY LINES WITH EROSION CONTROL DEVICES.
5. APPLY SEEDING, TEMPORARY OR PERMANENT, OR OTHER TYPES OF
STABILIZATION AS REQUIRED AS SOON AS GRADED AREAS ARE
COMPLETED OR WHERE WORK STOPS.
G. PLACE STONE BASE, ASPHALT ON ROADS AND CURB t GUTTER.
7. COMPLETE FINE GRADING.
8. PREPARE ALL DISTURBED AREAS FOR SEEDING OR GROUND COVER.
9. APPLY PERMANENT SEEDING AND GROUND COVER.
10. AFTER 51TE IS STABILIZED AND APPROVALS REVIEVED, ALL TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED AND TH05E DISTURBED
AREAS SHALL BE SEEDED. TEMP. SEDIMENT TRAP AND POND TO BE
CONVERTED TO BIORETENTION AREAS.
CON5TRUCTION SCHEDULE
"u I
Seeding Mixture
Species Rate (Ib/acre)
Blend of 50% KY-3 1 tall fescue and 50% mixture 200-250
of two or more turf -type tall fe5cue5
or
Blend of three or more turf type tall fe5cues 200-250
5eedmq Dates
Fall Winter
Best: Aug. 25 - Sept. 15 Best: ---
P05511571e: Aug. 20 - Oct. 25 Possible: Feb. I - Mar. 3 1
For quality turf avoid spring seeding. Where grading 15 completed
during late winter or spring, an alternative 15 to seed 30 Ib/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed permanent mixture
between Aug. 25 and Sept. 15.
Soil Amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre
ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, roving, or netting or by crimping
with a mulch anchoring tool, A disk with blades set nearly straight can be
used a5 a mulch anchoring tool.
Maintenance
fertilize to soil tests or apply 40 Ib/acre nitrogen in Jan. or Feb.,
40 lb in Sept., and 40 It, in Nov., from a 12-4-6, 1 G-4-8, or similar turf fertilizer.
Avoid fertilizer applications during warm weather, as thls increases stand loss to
disease. Reseed, fertilize, and mulch damaged areas immediately. Mow to a
height of 2.5-3.5 inches a5 needed.
- PARTICULAR ATTENTION SHALL BE GIVEN TO EMBANKMENTSS AND SWALES TO
PROVIDE PROTECTION FROM EROSION AND PROVIDE MOWABLE SLOPES AND SWALES.
IF NECESSARY, TOPS AND TOES OF EMBANKMENTS AND SWALES SHALL BE TREATED
WITH A CUTBACK ASPHALT AND STRAW EMULSION OR HYDROSEEDED.
- GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITH 15 WORKING DAYS BUT
NO MORE THAN 30 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING. PERMANENT
GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR NO MORE THAN 90 CALENDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
- TEMPORARY SEEDING SCHEDULE SHALL BE USED WHEN NECESSARY TO MEET THE TIME
LIMITATION ON GROUND COVER.
PERMANENT SEEDING
SPECIFICATIONS
c.'\\\\\\'\� 2" - 4" MULCH
3
\\�\\ TYPICAL SIORETENTION \T
FACILITY SECTION
FILL SOIL MEDIA
(SEE NOTES) 4" WASHED SAND
PROP 10" #57 STONE
W/3" STONE ABOVE 4
BELOW UNDERDRAIN
PROP 4" 5CH-40 PVC @ 0.50% SLOPE
UNDERDRAIN W/ 3/8" HOLES 6" ON CENTER
WRAP EACH UNDERDRAIN IN FILTER FABRIC
OVERFLOW STRUCTURE
OTCNNINGQV7\ --- - 3
A2 q„ PONI
II
II
II
(I
12 RCP I I
@ 0.50%. I I SLOPE
DRAIN
INV. = 15.58
INV. OUT = 15.33'
EACH BIO RETENTION FACILITIES SHALL
BE EQUIPPED WITH 2 UNDERDRAINS
PER FACILITY
- 4" MULCH
20.0
`%i\ ' 19.0
FILL SOIL MEDIA 2 CLEAN -OUTS PER UNDERDRA
(SEE NOTES)
( FILTER FABRIC
I 16.50
4" WASHED SAND
J 10" #57 WASHED STONE
15.33
B 1 O RET E NT 1 O N AREA #4 (2) PROP 4" SCH-40 PVC @ 0.50% SLOPE
SCALE=NTS
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
��N CAROZ1
2a o�iSr Y
2672
W.
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
A
NCDENR COMMENTS
8/ 1 /08
NCDENR COMMENTS
(5/20/08
no.-
_ description
date
Revisions
F
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
Holiday Inn
Express
Havelock, North Carolina
project title
EROSION CONTROL
DETAILS
Sheet title
0709-5
project no. Cm6
05/28/08
date sheet no. 7 of 9

4-3/4'
0
PLAN
FRAME, GRATE,
4 HOOD A55Y.
3'7/8"
��
HOOD ELEVATION
5
SECTION -BB 4-5/8"
2-3/4" 3/4" 05-7/8""
P m rFF I, o o H"
FA _ _ �r
�_ 3
I 4 1
N /12 8" N 3 8' 4-5/8"
SECT.-LL SECT.-MM SECT.NN SECT. -PP SECTION-JJ SECTION -RR
I/16' SLOT FOR I/2" BOLT
3/4" _W4-4- SECTION -AA
3-1/2" 5ECTION-KK 3 I /2"
NOTE:
1_15E TYPE T" "F" AND "G" GRATES.
EFFECTIVE OCTOBER 1, 1987. NO
SUBSTITUTES WILL BE ALLOWED FOR
TYPE T11 "P" "G" GRATES.
FRAME, GRATE AND HOOD FOR
USE ON STANDARD CATCH PASIN
N
J� LLI M
FRAME PLAN
N OUT
DOWNSPOUT W/CLEANOUT DETAIL
TABLE 5. CALCULATIONS TO DETERMINE ANNUAL TN LOADING RATE FROM BMPS
DEVELOPMENT NAME: BMP: 1
TABLE INSET:
DESCRIPTION
AREA
(ACRES)
ANNUAL TN
LOADING
RATE (LBS/AC/YR)
ANNUAL TN
LOADING
(LBS)
1.
TN LOADING DIRECTLY TO STRUCTURAL BMP
a.
RESIDENTIAL ZONING (i.e. R20, R15)
0
b.
ROW (i.e. MINOR THOROUGHFARE)
0
C.
PERVIOUS SURFACE --UNDISTURBED SPACE
0
0.6
0
d.
PERVIOUS SURFACE --OPEN SPACE
0.19
1.2
0.228
e.
IMPERVIOUS SURFACES
0.63
21.2
13.36
f'
TOTAL TN LOADING FROM THE PORTION OF
DEVELOPMENT THAT DRAINS TO BMP
--
--
13.58
2
TOTAL TN LOADING CONTRIBUTED FROM ANY
UPSTREAM BMP(s)
--
0
3.
TOTAL TN LOADING TO BMP
--
--
13.58
4,
NITROGEN REDUCTION RATE FROM NCDENR BMP MANUAL
--
--
35%
5.
TOTAL TN LOADING REMOVED
--
--
4.75
6,
TOTAL TN LOADING DISCHARGING FROM BMP
--
--
8.83
NITROGEN TABLES
SCALE = NT5
SCALE=NTS
3
BRICK
COPING
PLAN
3.5'
A
Q
SECTION-XX
FRAME
Lf
L
GRADE `
Fy
i r,
5.5'
PLAN
WITH COPING REMOVED
2.5'
•
SECTION-YY
'NICRETE
J
in
FRAME &
GRATE
1. ALL DROP INLETS OVER 3.5' IN DEPTH TO BE
PROVIDED WITH STEPS 1.16' ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH DETAIL 5TD. 20.12
2. ALL CONCRETE TO BE 3600 P.S.I.
3. ALL MORTAR JOINTS ARE TO BE 1/2"±1/8".
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
OF THE BOTTOM SLAB.
5. BRICK MASONRY DROP INLET NOT TO BE USED
IN LOCATIONS SUBJECT TO TRAFFIC.
6. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK
OR SOLID CONCRETE BLOCKS MAY BE USED IN LIEU
OF HARD COMMON CLAY BRICK.
7. FOR 8' IN HEIGHT OR LESS USE 8" WALL OVER
8' IN HEIGHT USE 12" WALL TO 6' FROM TOP OF
WALL AND B" WALL FOR THE REMAINING 6'.
QUANTITIES TO BE ADJUSTED ACCORDINGLY.
8. FOR FRAME AND GRATE DETAIL SEE DETAIL D/2.8.1
9. ALL PIPE IN STORM DRAIN STRUCTURE TO BE
STRUCK EVEN WITH THE INSIDE WALL, GROUTED
AND BRUSHED SMOOTH.
CONC. APRON
I - - - FRAME
- .. ...
- - - - - - - -
_
SECTION JJ
DIMENSIONS AND QUANTITIES
DIMENSIONS OF BOX & PIPE
REINFORCING
COVER
PIPE
SPAN
1WIbTH
HEIGHT
BAR5-X
BAR5-Y
TOTAL
DIMENSIONS
D
A
B
H MIN
NO.
LENGTH
NO.
HEIGHT
LBS.
F
G
18"
4.0'
2'
2'-7"
2
3'-9"
8
5'-l"
8
5'-4"
4'-0"
24"
4.0'
2'
2'-11"
2
3'-9"
8
5'-l"
8
V-4"
4'-0"
30"
4.0'
2'
3'-11"
2
4'-7"
9
5'-l"
9
5' 4"
4'-10"
AREA BASIN DETAIL
TABLE 5. CALCULATIONS TO DETERMINE ANNUAL TN LOADING RATE FROM BMPS
DEVELOPMENT NAME: BMP: 2
TABLE INSET:
DESCRIPTION
AREA
(ACRES)
ANNUAL TN
LOADING
RATE (LBS/AC/YR)
ANNUAL TN
LOADING
(LBS)
1.
TN LOADING DIRECTLY TO STRUCTURAL BMP
a.
RESIDENTIAL ZONING (i.e. R20, R15)
0
b.
ROW (i.e. MINOR THOROUGHFARE)
0
c.
PERVIOUS SURFACE --UNDISTURBED SPACE
0
0.6
0
d.
PERVIOUS SURFACE --OPEN SPACE
0.06
1.2
0.072
e.
IMPERVIOUS SURFACES
0.38
21.2
8.06
f'
TOTAL TN LOADING FROM THE PORTION OF
DEVELOPMENT THAT DRAINS TO BMP
--
--
8.13
2
TOTAL TN LOADING CONTRIBUTED FROM ANY
UPSTREAM BMP(s)
--
0
3.
TOTAL TN LOADING TO BMP
--
--
8.13
4.
NITROGEN REDUCTION RATE FROM NCDENR BMP MANUAL
--
--
35%
5.
TOTAL TN LOADING REMOVED
--
--
2.84
6.
TOTAL TN LOADING DISCHARGING FROM BMP
--
--
5.29
TABLE 2. TOTAL ANNUAL NITROGEN LOADING CALCULATIONS FOR NEW DEVELOPMENTS
DEVELOPMENT NAME:
TABLE INSET:
ANNUAL TN
ANNUAL TN
AREA
LOADING
LOADING
TYPE OF LAND USE
(ACRES)
RATE (LBS/AC/YR)
(LBS/YR)
1.
RESIDENTIAL ZONING (i.e. R20, R15...)
0
2.
NEW ROW (i.e. MINOR THOROUGHFARE)
0
PERVIOUS SURFACE --UNDISTURBED SPACE
3.
(FOREST, UNMOWED MEADOW, ETC) 1
0
0.6
0
PERVIOUS SURFACE --OPEN SPACE
4.
(GRASS, LANDSCAPING, ETC)
0.68
1.2
0.816
IMPERVIOUS SURFACES (ROADS, PARKING
5.
LOTS, DRIVEWAYS, ROOFS, PAVED STORAGE
1.81
21.2
38.37
AREAS, ETC)
6.
TOTAL
2.64
NA
39.19
7.
TOTAL ANNUAL NITROGEN LOADING (PER ACRE)
NA
NA
15.73
TABLE 5. CALCULATIONS TO DETERMINE ANNUAL TN LOADING RATE FROM BMPS
DEVELOPMENT NAME: BMP: 3
TABLE INSET:
DESCRIPrON
AREA
(ACRES)
ANNUAL TN
LOADING
RATE (LBS/AC/YR)
ANNUAL TN
LOADING
(LBS)
1.
TN LOADING DIRECTLY TO STRUCTURAL BMP
a.
RESIDENTIAL ZONING (i.e. R20, R15)
0
b.
ROW (i.e. MINOR THOROUGHFARE)
0
c.
PERVIOUS SURFACE --UNDISTURBED SPACE
0
0.6
0
d.
PERVIOUS SURFACE --OPEN SPACE
0.26
1.2
0.31
e.
IMPERVIOUS SURFACES
0.61
21.2
1293
1'
TOTAL TN LOADING FROM THE PORTION OF
DEVELOPMENT THAT DRAINS TO BMP
--
--
13.24
2
TOTAL TN LOADING CONTRIBUTED FROM ANY
UPSTREAM BMP(s)
--
-
0
3.
TOTAL TN LOADING TO BMP
--
--
13.24
4,
NITROGEN REDUCTION RATE FROM NCDENR BMP MANUAL
--
--
35%
5.
TOTAL TN LOADING REMOVED
--
--
4.63
6.
TOTAL TN LOADING DISCHARGING FROM BMP
--
--
8.61
SCALE=NTS
TABLE 5. CALCULATIONS TO DETERMINE ANNUAL TN LOADING RATE FROM BMPS
DEVELOPMENT NAME: BMP: 4
TABLE INSET:
DESCRIPTION
AREA
(ACRES)
ANNUAL TN
LOADING
RATE (LBS/AC/YR)
ANNUAL TN
LOADING
(LBS)
1.
TN LOADING DIRECTLY TO STRUCTURAL BMP
a.
RESIDENTIAL ZONING (i.e. R20, R15)
0
b.
ROW (i.e. MINOR THOROUGHFARE)
0
c.
PERVIOUS SURFACE --UNDISTURBED SPACE
0
0.6
0
d.
PERVIOUS SURFACE --OPEN SPACE
0.17
1.2
0.20
e.
IMPERVIOUS SURFACES
0.19
21.2
4.03
1'
TOTAL TN LOADING FROM THE PORTION OF
DEVELOPMENT THAT DRAINS TO BMP
--
--
4.34
2
TOTAL TN LOADING CONTRIBUTED FROM ANY
UPSTREAM BMP(s)
-
0
3.
TOTAL TN LOADING TO BMP
--
--
4.34
4.
NITROGEN REDUCTION RATE FROM NCDENR BMP MANUAL
--
--
35%
5.
TOTAL TN LOADING REMOVED
--
--
1.52
6.
TOTAL TN LOADING DISCHARGING FROM BMP
--
--
2.82
J.W. McGinnis
Architect
1510 EAST DIXON BOULEVARD
Shelby, North Carolina 28152
PHONE: [phone]
MOBILE: [phone]
FAX: [phone]
EMAIL: [e-mail]
Cr�,N CAROM
� o6IsrFR.� 9
2672
W.
LARISSA M. COLES, P.E.
NC # 029478
1510 E. DIXON BLVD.
SHELBY, NC 28152
704-482-7883
Project Manager: Jerry W. McGinnis, AIA
Project Architect: Jerry W. McGinnis, AIA
drawn by: ATH
checked by: JWM / LMC
This drawing and the design shown
is the property of J.W. McGinnis,
Architect. The reproduction or use
of this property without the written
consent of the Architect is prohibited
and any infringement of the ownership
rights will be subject to legal action.
All copies of this drawing must be
returned to the Architect at the
completion of the contract.
0
NCDENR COMMENTS
8/ I /0,5
0
NCDENR COMMENTS
5/20/0,5
no.
description
date
Revisions
EAST COAST HOSPITALITY,INC
719 WEST 15th STREET, SUITE 11
WASHINGTON, NC 278898
owner
Holiday Inn
Express
Havelock, North Carolina
project title
DRAINAGE
DETAILS
sheet title
0709-5
project no.
05/28/08 II
date sheet no. 9 of 9