SW7061205_APPROVED PLANS_20070410

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

SITE PLAN FOR
DANIEL = GAL. LLC DEVELOPMENT
SOUTH CROATAN HIGHWAY
KILL DEVIL HILLS, NC
710
LEGEND
(UG) INDICATES UNDERGROUND UTILITY
(OR) INDICATES OVERHEAD UTILITY
EXISTING
DESCRIPTION
PROPOSED
— sw—
SANITARY SEWER
sw
w
WATER
— s
STORM SEWER
_ 5 —r
— E —
ELECTRIC LINE
E
— a —
GAS LINE
c
r
— r —
TELEPHONE
— ry —
CABLE TV LINE
ry
^aa
CLEANOUT
FORCE MAIN
-------- ow
MANHOLE
--oAe1
CATCH BASIN/CURB BASIN
a
DROP INLET
of
—o
WATER METER
--{}—
METER VAULT
w
n+
YARD HYDRANT (SIAMESE CONNECTION)
—t}
FIRE HYDRANT
-
- pd
VALVE
---►�--
❑
TELEPHONE PEDESTAL
J
TELEPHONEPOLE
0-4
POLE W/ LIGHT-T
D-
POWER POLE
f
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GUY WIRE
?--
v
POLE MOUNTED SIGN
T
101
GROUND ELEVATION
7
CONCRETE CURB
CURB & GUTTER
REV. CONC. CURB & GUTTER
WARPED CURB &GUTTER
0
GRAVEL PAVEMENT OR WALK
F7777777771
CEMENT CONCRETE
BITUMINOUS CONCRETE
EXPOSED AGGREGATE CONCRETE
BUILDING
PROJECT LIMITS — —
RIGHT-OF-WAY
CENTERLINE/BASELINE
PROPERTY LINE
TREE LINE
FENCE —--%r-
PERIMETER FENCE
AN ON —SITE PRECONSTRUCTION
MEETING BETWEEN THE
DEVELOPER/CONTRACTOR AND THE
TOWN SHALL BE REQUIRED PRIOR TO
ANY LAND DISTURBING ACTIVITIES.
CONTRACT INSPECTIONS
DEPARTMENT, LEE PARTRIDGE
AT 4449-5318 AND PUBLIC WORKS
AT 480-4080
CONTRACTOR TO CONTACT
ONE CALL UTILITY LOCATION,
NORTH CAROLINA
1-800-632-4949
PRIOR TO ANY CONSTRUCTION
OWNER TO SUBMIT NC STATE STORMWATER
PLAN AND FINANCIAL RESPONSIBILITY FORM
PRIOR TO LAND DISTURBANCE PERMIT
KITTY HAWK
ATLANTIC
OCEAN z
KITTY
HAWK BAY KILL
DEVIL
HILLS
/ PROJECT
LOCATION
f�
BUZZARD
BAY
r- NAGS HEAD
VICINITY MAP
INDEX OF SHEETS
C1 COVER SHEET
C2 DEMOLITION, CLEARING, AND E & S CONTROL PLAN
C3 STORM DRAINAGE & UTILITIES PLAN
C4 SITE PLAN
C5 MISCELLANEOUS NOTES & DETAILS
C6 SANITARY SEWER DETAILS
C7 SANITARY SEWER DETAILS
L1 LANDSCAPE PLAN
E1 ELECTRICAL SITE PLAN
NOTE: A FIRE SUPPRESSION WATER SUPPLY OF 2250 GALLON PER
MINUTE SHALL BE MAINTAINED. OWNER WILL HAVE WATER FLOW
TEST TO INSURE REQUIRED FIRE PROTECTION WATER FLOW IS
AVAILABLE FROM THE NEAREST HYDRANT WHICH MEETS
REQUIREMENTS OF NCFPC SECTION 508.5.1.
NOTIFY FIRE MARSHALL 24 HOURS PRIOR TO TESTING. APPROVED
DOCUMENTATION OF TEST WILL BE PROVIDED TO FIRE MARSHALL
PRIOR TO ISSUANCE OF BUILDING PERMIT.
NOTE:
1. NCDENR STORMWATER PERMIT REQUIRED
2. TOWN OF KILL DEVIL HILLS EROSION & SEDIMENTATION CONTROL PERMIT REQUIRED
3. RE -COMBINATION PLAT TO BE REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT
4. APPROVAL OF THE SANITARY SEWER SEPTIC SYSTEM BY NORTH CAROLINA
DEPARTMENT OF HEALTH TO BE REQUIRED
STATISTICAL DATA
DEVELOPER/PROPERTY OWNER:
MR. DAVID PERES
WOODCAT LLC
PO BOX 1532
KILL DEVIL HILLS, NC 27948
(NOTE: PROPERTY OWNED BY TOWN OF KILL DEVIL HILLS)
ARCHITECT:
MR. ROBERT FIEDLER, AIA
RIDDICK FIEDLER STERNS
261 WEST BUTE STREET
NORFOLK, VA 23510
[phone]
757) 627-5774 FAX
SITE: WEST PORTIONS OF LOTS 1-4, ALL OF LOTS 5-8 - BLOCK 12
KILL DEVIL REALTY CORP. SUBDIVISION
KILL DEVIL HILLS, NORTH CAROLINA
ADDRESS: 710 SOUTH CROATAN HIGHWAY
PIN: 07 988308 7B 9657
DEED BOOK 1021 PAGE 831 (MB 2 PG 18 )
TOTAL AREA: 1.72 ACRES 75,129 SF
ZONING: "C" GENERAL BUSINESS/COMMERCIAL
F.I.R.M.: ZONE AE (ELEV 8.0) PANEL 003C
REQUIRED SETBACKS/BUFFERS:
BUILDING SETBACK BUFFER
US 158: 30' 10,
W. BAUM ST: (FRONT) 30' 10,
BLUE JAY ST: 30' 10,
NORTHSIDE BUSINESS: (REAR) 16'(38' HEIGHT) 10,
PROPOSED DEVELOPMENT
USE: RETAIL,-12,835 SF, RESTAURANT UNIT - 1,452 SF
MAXIMUM HEIGHT (381)
ON -SITE DISTURBED AREA: 75,129 SF (103%)
BUILDING FOOTPRINTS: 14,287 SF (19%)
PAVING/CURB & GUTTER (ON-SITE)=27 R54 SF (37%)
CONCRETE SIDWALKS = 4,267 SF (6%)
TOTAL IMPERVIOUS LOT COVERAGE: 46,4Ja SF (61.8%)
OFF -SITE IMPERVIOUS COVER (ENTRANCES)= 1, 129 SF
OFF -SITE DISTURBED AREA: 16,360 SF (SWALES, WALKS, DRAINAGE, ENTRANCES)
STORM DRAINAGE:
ON -SITE INFILTRATION
TOTAL AREA: 75,129 SF I = 0.61 Rv = 0.80
DESIGN VOLUME: 3,762 CF 0" STORM),7,523 (2" STORM), 16,175 (4.3" STORM)
TOTAL ON -SITE STORAGE: 10,506 (CF)
INFILTRATION (2 HOUR) = 0 CF (ASSUME 0)
ORIFICE DISCHARGE (1-YZ HOUR) =6,71`2 CF (1.3 cfs)
EXISTING CONDITIONS RUN-OFF = 2.2cfs
TOTAL STORMWATER MANAGED: 17X8 CF (4.3" STORM OVER 2-HOURS)
WATER SUPPLY: TOWN WATER SUPPLY,89 GPM DESIGN
SANITARY SEWER: ON -SITE EASY TREAT SEPTIC SYSTEM
DESIGN FLOW: 2,976 GPD W/ 1.0 ABSORPTION RATE
SEPTIC TANK: 3,000 GAL
DRAINFIELD: 3,000 SF MINIMUM
PARKING SUMMARY:
REQUIRED:
RESTAURANT: 1452 SF @ 1 SP PER 100 SF = 14.5 SPACES
RETAIL: 12,835 SF @ 1 SP PER 200 SF = 64.2 SPACES
10TAL: 78.7 SPACES
PROPOSED:
REGULAR FRONT/SIDE: 68
HANDICAP FRONT/SIDE: 4
REGULAR (REAR): 7
TOTAL SPACES PROVIDED: 79
SURVEY VERTICAL DATUM : NAVD 1988
WETLANDS: THERE ARE NO WETLANDS ON SITE
5.D ,
IC) 07
-, t He SW'7o6 17105
EASEMENT REQUIRED:
OWNER WILL PROVIDE 10' UTILITY EASEMENT TO TOWN OF KILL DEVIL HILLS
ALONG WEST SIDE PROPERTY LINE TO ENCOMPASS EXISTING SANITARY SEWER
FORCE MAIN AND PROPOSED WATER LINE.
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/14/0
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/26/0
1
Town Comments
1/9/07
No.
Revision/Issue
Date
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date C 1
3/13/07
Scale
NO SCALE 1 OF 9
COPYRIGHT ® 2006,
MASSEY DESIGN & ASSOCIATES, PC

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NOTES:
1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
2. AREA BY COORDINATE COMPUTATION = 75.129 e.f.
3. F.I.R.M. ZONE: AE (B')
4. PIN NO.: 07 988308 78 9657
5. RECORDED REFERENCE: DB 1021, PG 831: MB 2, PG 18
6. MINIMUM BUILDING LINES (MBL) SHOWN HEREON ARE PER THE
CURRENT LOCAL ZONING REGULATIONS OTHER SETBACKS
AND/OR RESTRICTIONS MAY APPLY AND MUST BE VERIFIED
PRIOR TO CONSTRUCTION.
7. ELEVATIONS (NGVD 1929 1988 ADJUSTMENT): AS SHOWN
B. SURVEY PROVIDED BY SEABOARD SURVEYING.
SURVEY LEGEND
0 - EX. PIPE
- EX. REBAR
0 - REBAR SET
- EX. CONC. MON.
- EXISTING SIGN POST
- EX. P/K NAIL
A - P/K NAIL SET
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® - WATER METER
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8'93 SEQUENCE OF CONSTRUCTION
1. SET UP A PRE -CONSTRUCTION MEETING WITH THE TOWN OF KILL DEVIL HILLS.
REVIEW EXISTING R/W TREES. MARK ALL TREES TO BE PRESERVED.
2. ESTABLISH EROSION AND SEDIMENTATION CONTROL.
3. CLEAR AND GRUB SITE.
4. INSTALL UTILITIES AND ROUGH GRADE WE.
' 5. COMPLETE CONSTRUCTION OF BUILDING AND SITE.
6. INSTALL LANDSCAPING.
7. SCHEDULE FINAL INSPECTIONS WITH TOWN, HEALTH DEPARTMENT, NCDENR.
8. ONCE SITE IS ESTABLISHED, REMOVE ALL EROSION AND SEDIMENTATION
CONTROL MEASURES.
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Details
/13/0
3
Town Comments
/14/0
2
Town Comments
/26/0
1
Town Comments
1/9/07
No.
Revision/Issue
Date
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date C 2
3/13/07
Scale
1" = 20' 2OF9
COPYRIGHT c 2006,
MASSEY DESIGN & ASSOCIATES, PC

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`�... _---- .__ .ram ->'J:U'.,
rb'ti 4S �tf `. 'i..?-`-d" '-3:P - - ,..:7 "-3zb- - PK NAIL
ejOJ Q� INV. 12, CMP
'M r`,; NAIL �' 121 45° By@NDS ON WATERLINE O �� y at
\ r NV P Lam: e'er' S,GR 4 RESTRAftLAiL BENDS/ TEES k a �" Aeeosm
e.3e 4, S ss
\t K.a.s,� SMALL
\ a 4t� OQ� J -..R� f C�AQO
H, JA �T, t• t I Nidl_ a.ss __a r u Q �` O
15,
e
S'S9
7 .._. °vn .. e" ........_ Y: ..... v _.................�. ... ._,. ___ _
- 5 13' ---5.1 r,. ,
a.<e ,! _. INV, '2' CM7 r... ,; _ G �„ A' .. c .. _ _ 7 _ .. i ._. _ _ _ _..._.. REGRADE DIT H �. _ .._ ........... "DIRGI?Otthd:t cArr t-
etl,, dR'r. - .r,<,8 7.e3- 7.nti ., .. , -h- _._. %` ... _ ..... _... _.._ q'`- S.a1` \
n.$d •. a as ._.. ._.___.. ry.__.. .rEe.`."tx..eGNT_r? .. .... ... .... .... ... _.. _. ......... .. _____.._ _.._. _ .INV = 5.7.._.i �`7.o \'t
iz i""._...... \ 8 G�` > €F' eA $... �,.. a.49 D �. EiCi-i a ylt\ ..�,�.af+� x' \\ 1
z•���.��'�` j,, -N.2$' C E, ,S.PR 6 2 _.. _.._.. _.._.. _. .... .... .... .-. _.._...-..._.. _.. _.. _. _.. _.. _.. _... _.. _. .._ _.. ._.. .. ... _.. _ _.. $.6B_.. _.. _.._ �.Y.9:?... ..f ..... 7,'F �t t+ l t
INV CMPS
v.zv $ re, 1 - a : n " ez a � a. i ... Z 33 ., N 19-21'00" W 337.74 8.2 4c 7-4
e C' a P
..... ....__ a -"-
-' e,..`�2...- .. 's j�i r ._... C ..._ _ _..._� _ ___.. _.�-....... ....._.� _ _...._ ...- BLACNWEIDEH O 7
1 _ _ ._..... i O T 9-
�j 's s.a cv"" 9 ...- _ ..9. ._ Z _ ...- _ __ .._ _ .. O... _ -... .... _ R �c:R,; D
577-� RCA LO 1P' a"E nkw
o�• _ Pi s�` EMQ
C.C. a
'� oI o us zg 2 O 00 sa° O a C� iCr:C. a.za"
POD 5 POD 4 F •POD 3 POD 2 POD 1 6
3' VINYL
X VINYL
SAFETY
FENCE
R
+FENCE
OUTLET 000NTROL
STRUCTURELT
TOP=8.5
SES
CLEAN SAND BOTTOM
TYPICAL SECTION THRU STRUCTURES BMP
STORMWATER MANAGEMENT AREA "A
NOT TO SCALE
25 TO 50 LB ANGULARi aati�� 4 �G N SEE PLAN SHEET C-6 1' Iv I - - -----------� - ti x1 ` C>
STONES TO BE HAND 11 a fsi Q 3"2 ena' y O _r sc.eOq� CONTROL PANELS O
FOR SEWER DETAILS
M jr 0 oy
PLACED W/ t1' THICKNESS. Sao '°47 d '� 10' C 0 40 r'� �G G x
SHAPE TO DRAIN.
t ,
•. I x Q l
sr ass , LEAR (MINI
REPAIR AREA `=N 5,. ,8 q�r� �9
N RI I 10 EA o o Q , Gg• �g \
���a- ± 3,007 SF I 3,0 DD F 40 PVC
8,48 4 9_ ,--"`a.D7637 11 2>- I 4, SE ICT K S=1.0%
1 as DLO's-� o 3 "+F we wEL R
I+.v. ia'
TD az O t �8 I Butt pG
a.ta i PON •,1. O �h S ON tt
1000 GAL FAR 3,`: ass .•l �G `� I o �G` I G�g67ASE T P'
L"T II I LOT 8
e� Q
r`� N
' `r __zRIP �� �, 1 ,i_, ,a-&, L-- _---_-_- �-"--SCO SRO GREASETAP - d �jj D �`� i
FOR OUTLET-ONTR±OL � °'j i
Vase` L----- ----- - --- -- -- ---- - -
NOT TO SCALE
a� t�
s � SEE ARCH P NS
M1 .4
FOR CONTINUATION OF
WATER AND EWER SERVICg \ �'
t Q
I OPOS D ' � i 5.ro :
DRAINAGE SCHEDULE ` `, to �• T-STOR \ 9 O a,
7.9d 'l S.t2 �';, RET UREST RANT ���� N-��
14,287 F
1 BRICK COLLAR AT EXISTING 15" CMP'1 �Oy �l=t yRAr c
INV MG ± 5.69 E -� 1 0' j �� 2 9 t t
`,.'�'�� ••ii \ �./,�j a
1 TO 1 60'-15" HOPE �
INV (IN) = MG ±5.69 ;, a,ae"ns_ `I
INV (OUT)=5.69 hit MIS�o. �� I ��Q• l �; a_� �7 �Y t,ya1
2' OUTLET, " -Y1s \ �L i -- �� • • 0`t� -,. �;
INV = 5.68 w' 9 '1 10.25 0 L'_-�����- • .� �o
Y2 TON RIP RAP REQD
(SEE DETAIL THIS SHEET) ,t ., " - - ZG G ' .• ;,
. •y 9
3 50'18" HDPE,, 9�
LEVELING PIPE, INV = 7.0 i ¢Q �C 9 3Q '
r:x» >y � y3
4 ; 40' - DUAL 18" HDPE �� �tt e.au JQ ���\ �v0 O`I'�N
LEVELING PIPE, INV = 6.5 Safi ;,-vFGQP GQFO .
STORMWATER MANAGEMENT DEVICE NOTES
1. STABILIZE ALL SIDE SLOPES WITH VEGETATED
COVER IMMEDIATELY AFTER CONSTRUCTION.
2. OVER B(�sBW� .IfN.LAN SAND.
3. I6N5'. kA N�)6M�R*6R) S6 5I A DT7.0 ONREMOVAL
BENCHMARK.
STORMWATER
MANAGEMENT
AREA
AREA
ELEV 8.8
ELEV 6.5
A
3,907 SF
3,808 SF
AREA
ELEV 8.5
ELEV 7.5
ELEV 6.5
B
3,561 SF
1,333 SF
130 SF
C
1,628 SF
529 SF
69 SF
a.D X -
� j .67 7,
411,
7.aS I h i 1
, :.79 �' 1 i ;
.'.
SLOG T oD .ea ,.;,a T.es 1 - M
'5; INLET, ss3 is s O w�Fo rob p _ g �s
t"ea s 4e3" 1 r ° cc ,o RT= °�J tu-� 9 c� PORTION U'- l '`"RTG' ;,_ �.�
INV = 5.7 n a �` w o 1� °j' 4 (�: �r k_r;
t' F'EPNAL PAPKAC 1.0
US �T �ZQ` -C Q .Q`` a `� `� �1 � LOT 3 �� �GVQm °� os� LOT 2 LOT 1 9
s� 2 GJ Q��C Q0 O 4 r 3 n
51 TO 7, 70' - 15" HDPE a27 0° GAG 5 0
INV (IN) = 6.5
�, as
ea .j r R� �
u � - 8'7.d' i 7 3L ,39 F7.M 7.34 7.3INV (OUT) = 6.2 I� sCAOUTLET CONTROL STRUCTURE 1 r�2
(SEE DETAIL, SHEET C-5)
8
TO 7; 20' - 12" HDPE
�
INV (IN) = 6.5
INV (OUT) = 6.2
7'""""STANDARD
YARD INLET -
RIM = 7.50
INV (IN,S) = 5.70
INV (IN,E) = 6.20
INV (OUT) = 5.70
,17j
TO ;8' 30' 15" HDPE
INV (IN) 5.70
INV (OUT) = 5.70
M.av eE
~EMENT PATCH REQD.
'9-
SHALLOW CURB INLET STRUCTURE
(CAST I."
RIM = 9.02 (TC)
INV = 7.22
DO
U
9 %
TO 10l 60' - 15" HDPE
INV (IN) = 7.22
INV (OUT) = 7.10 4108 O
2
i0
OUTLET
INV = 7.10
Y2 TON RIP RAP REQD
-
8
a,e
C4'ER-IEF fJ u❑ (7} y �2' ilD
.....:.:. m.r3.t R 4
a.7a
47S 9 '
REVti OVERNFAD
AFF.0 SIGNAL POE
450
If
gse A .!
�_ _ �!7 STD
J A_CFl._ a4a
R/W
10,
00
G .0
3 3_
7 9•
-!I I II II
BOTTOM=7.0 '�
SECTION A - A
TYPICAL SWALE
SCALE: 1" = 2'-0"
,
TO
�O
s�
3
G
43.
m
r z t G
�GB4 G$6 SET CK IItY ME�1 7�� O� r lse 7.12
_t+
8.43 x . x - 5
4 -. a a.a3 ,sr`
, •. ry -- 6.03 �'114.aN 6.5 c.97 . � T &3
5.89 kfia 5,05
6.2o A
"..OD 1
as 300 BEN®a • iz "WATER > .....- _ S 19'28'17" E 337.48' ;,yr 4a 8S,8' . 7 s.ab s ashe3 gala` F az 7.05
_. _ _ ER WA�TER`SEWACE LINE - - ...- - ma's 31 � ...... - - _ . ....... _ - _... - � _ uR r; s„DUN R�v� ... 1
Aeb ngs (APPROX. LOCATION) .... .. _ -
3/T,6 X 6" X 2" TEE, ft 4 APPROXIMATE LIMITS
s
RESTRAIN 6" AT TEE �a D OF DISTURBANCE 1 F. ;t• ,74 . 1 e `re 7.8t T_55 a.Da
$ €
36" MIN COV - _ 7 ,z _ - - TB9$`Q� - - - a.
z.;tei ---�- �.,,IS,_,tB,x
8.37 %,22 ..
a1 IS
450BEND ;1 1G �•-3Ee ale e.st eaz
e 9' O 7.4 A' APPROXIM/k63 s.aa
\ ys b 1_09 '� 7 LIMITS OF FILE as4 mesa .3s P,zs
3s
e,3- - a a O 9' 0 9' zs a•d` 2,82 ,:::: 9.a3 a.:>7
96; 9.5 .� �.... .� i 'e a ... - . :� e a :. e. G �.,
e aac yz. 'a 9.12 -•
AMP 2,
r.a a. 4.7
,.N.' 9.56: - - - s. a'YC. - - G d - E.. a� Lac�.�;a yz • n G j1a.41 ................,i9S3
Qj..._.,, ,_.r .._._.. _xt.x,a.... ... .. ...... ......_ ..........,... .-____ _.._._..W._ e .'. ._..__ ....� ..._ __<8 Z. 925 ..._.._ ..-...__ =- ....... ......... a sa _... __ �9�p> ....... ...... 3.
'
6" GATE VALVEa.Da.
s NOTE: 908 9,1�.��
e.1a ag_ a9
FIRE HYDRANT `
NUMEROUS UNDERGROUND UTILITIES ARE ' `a Ova
6" DI PIPE RESTRAINED LOCATED IN THE NORTHEAST AND NORTHWEST
Nrb NEW FH QUADRANTS OF US 158/BAUM STREET. e_Ev:Ems. : 9,33. K :5 y
6" X 6" X 6" TEE a+,
36" MIN COVER O CONTRACTOR TO PERFORM UNDERGROUND aae �A
DESIGNATIONS AND/OR DIG -UPS TO DETERMINE
y $ POTENTIAL CONFLICTS WITH THE PROPOSED Uf
WATER LINE PRIOR TO ANY CONSTRUCTION. 9-a3 s swt•�_ 18 (CRO�Td s a�`.;i
e2
�� 7' (1 uf.' Sy fe,'t s.a5
9,17 < CONTACT THE ENGINEER IF A POTENTIAL ' '
o(A0 p 0 9 CONFLICT IS EXPECTED IN OEDER TO CONSIDER
CN0,�9 y�SHIFTING THE NEW WATERLINE LOCATION AND
'PA TAP.
.am LOCATE EXIST. 8" WL
6"x8" TS&V
_ _... _......... _ _. _ .. GRAPHIC SCALE
IP
20 0
20 40
EXIST. 8"
CAS DARNING
x'- SIGN
to
If
r$r '�, e `�. y `' "� (IN FEET)
1 INCH = 20 FEET
i mr
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Details
/13/0
3
Town Comments
/14/0
2
Town Comments
/26/0
1
Town Comments
1/9/07
No.
Revision/Issue
Date
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project sheet
06.024
Date C3
Scale 3/13/07
1"-20' 3OF9
COPYRIGHT o 2006,
MASSEY DESIGN & ASSOCIATES, PC

. ,, A
y....o t ift
EXISTING SANITAR SEWER l s r4
-e �� _ i �t �• �� _ _ FORCE LAIN TO SE iOCATERw u l
�, t .l i.,F i_, r : A i kr`d. A io, _ t,... t �"
l os >c i C - HORIZONTALLY ANC& VERTICAL! 3Y
•� '�8.59 b>Fi"r'.1 _. ss,#: '%'� ^'� 9 'j7!`J�F-?v". ��� !, '_. Y ?';d. LIH CONTRACTOR PRIt}R.,L} ANY i .
lfi 1 i .i ,y. y5 AL
E '� ; '�.ra �l\� ` t-.=� a'" le.ae , .s2 U. S. 58 =, , I TI 3tI`
n '570, G. 0 EXCAVATION IF A PO ETA AL x � 'i. 1 .
h: ��. (l50 RAW)
��
n, „ ,, CONFLICT IS EXPECTED<: ff v f
t 6 �
} � L..` E r n A � _.
nt
r � l.rti.. Fs 1 - r ft i F ' I
5 � l 1 ` i'
t t CONTRACTOR TD CCNT CT REGRADE' 0 PAVEMENT'
` e a3 '. ».eft n n. ........ _ .. 4'a< . ....- ,t - - - - ..... ... ENGINEER IMMEOIAT r 5 OF ;.
e.»_ f
v ' t ,u SACK AND BORE 6" WATERLINE EL PATCH
:o'` 5 .,up _ _ POSITIVE DRAINAGE ''• rfv ^=tom`= .`�... 6" 6` X £," TS a V t..... ..�- - - . ...._... YI< ._
s ...... a,,u �._� .... .._._.. _ _._.. _ ._---'' _ 4�E�R BLUE.JAy S.Tng_M9N 38" COVER --........ .... e` Iv�z �.,tcknw'�j ..- _ ...._. _ � _ ; U��,-�.�-',A ..-,��s.,s7 � lr.ua � REQ�.
.:.-"..°- -+,.` ,}`y4��`• ~ r .,..,- �� s� STEEL SLEEVE ON ALL ROADWAY CROSSING
s eG 1 L o as
a.71l\ e ^_�3 �=
AP
� �-._.....d; v .-trc.` �___--.___. ....... _____ 9_ tI' 7V '&5' P.3`_ <�„ko iAV ?;'" C6A=
4.1i
1 -Mu PK ',X y' I2) S� k1 DS ON WATERLINE � �, c n .�� 2211
SS2'
e.ea `�" 4. G RESTRA L BENDSI TEES a.;u; Rpp0<� a' F .^-r ¢' ,� e�: s '4� p O� �� �� ts� �„ • �� =z •ra ( rsz 3�' t
e e 4 Y� QPP U C Y 0 R (w OA�e� y�e 6 2 t �d�0�
v' _
a. ` a n s �Q �O �. JQ0 J� aJ�J�
...-........ ._.._.. t, a . A ....--- _ ........_ __._ .... �______W .............
u,.
REGRADE DITCL .v. `7 v. `
�q...... 1 t.•, ...�.�,._ --- "-- - - -_.... ....._ - - ......_.. _........ ...... - -- - - .._ ..� .�..._ Z"X2 .... ... - - i�Td[S'Aixd, m -f
8.t's ,1 '"/-'fr S .: _ - )' 7 ., :'"`X ......7:7d:`".. -,L. . ,�. 5 . _. .... _ _E .... �, :,,g<, ., ^a 7
25
11sh'''� _.._ _.. _. _.. _.._.._.. _.. _.. _. .... _.. .... ._.._. .... _.. _..._ _.. _.INV .%T.�- *•. �. .; Q .. __ -t
-DUNIPSTERPAD - R �, n.?.n 1 y j�>2,57
-
'
n 2s -::- e `� _ ..�Wf 6` ENCLOSURE 6 m �
,t
,
ft2 s� .. O m t,., .. a 3� zap.
Ki >_ ' v ..,."F4S ._ a 7.,.. ''_..- - - /" \_----- ........... _ _ .- - - --- - - - -. _.................. _...._ ..- _. _. _.---TO_MATCH. T�+i - ::
v 1,.: re .., 7 .. A .._ s, - -`Y .7 ._ L:'F t _ W i. :4 r'3 ".J
,. sPS ( 3 j 2 �� G ...n s,? r. l ' 1�:
.26 _ g.: �. `' t. 'S; -s.ie 'tiD'' .". N 19'21'00" W 337.74' UILDIN
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AD,
_
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J F" `� .7� r.. ,....__.. I $5&"' e, �C �i'. r 1. A.°L£. ,� W
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c8�i'fi:} 2.M.t 7t}D 5 PCF37 P` 12"x.�}� I. {j ^<
s N SEE FLAN SHEET C 6 __ W '_ ti_J tt (> Ff=
,:.sst',,. €:.32iaz' '.. '.- ; . p-,.<,..(-[ ...' _. S 6�1CK (... �� e&,p'gki t1j
t rG : t FOR SEWER DETAILS L._. ...... ._ jr� r
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t.
DS12REt2D) "v
FIRE LANE MARKINGS REQUIREMENTS ay.- - - - - - - - �.•- A' - - x -
w s*a ase? {MINI k
� 6, REPAIR AREA ��"x 18 sty
1. NO PARKING, FIRE LANE LETTERS TO BE 12" HIGH. '',<.€. a. se t fl.e, '1 �.� tdI RI CATIO A E11•'
�,3 ya ��� +� nn7 RFC ���n,, �t l eC€€ : _,�
' 4
1 1 /2" ASPHALT TOP COURSE
31/2" ASPHALT BASE COURSE `e.a7
Alb F,
8" ABC AGGREGATE
i ins t�,J�
COMPACTED SUBGRADE
l
ENTRANCES/
LOADING ZONE/ PAVEMENT u e,n `� Q�
8. ,ri �'OQ,
PATCH` R�
�., 9.67
O }
v
ass _9' �G
f� �ngz
t Yi ti+l All v is scG �.5
u4 �
(
Jt f
7_]".n�FAFIL aGNRi. Gt`,.E 450
$j
S,f
Nr`aDW IE:r rS ury D_ c--_>� CONCRETE
'k\\\N5 N\� COMPACTED SUBGRADE
DUMPSTER AREA
,1' 5 ± 4
3 2%-_ G aC
EXISTING C & G
SECTION B-B (NTS) ON ROUTE 158
STD
7.s'?
7.37
z3s �1s
7.33 R `3
3?7C�f
i tlrrr
5.
'v 1a' cup
ALL RIGHT-OF-WAY AREAS THAT ARE
DISTURBED BY CONSTRUCTION
ACTIVITIES WILL NEED TO BE SEEDED,
STABILIZED AND/OR RESTORED TO
NATURAL CONDITIONS PRIOR TO
FINAL APPROVAL
2s
ei 7.04 _63 7.d3 :.54 ' ?,93
FiS
ASf A ::'R:eK:?iG _v
6" GATE VALVEa-e4
s.€4 v BACKFILL AREA
9.64-- b' WIDE L - APPROXIMATE
Gs
FIRE HYDRANT \
BETWEEN CURB
SIDEWALK FILL LIMIT,
6" DI PIPE RESTRAINED `i\\
V6 NEW FH
AND WALK,
(MATCH EXIST.) SLOPE. GRADE
DE
/J
6" G" X 6" TEE
GRADE AND SEED
AND SEED
i._g
36" MIN COVER
;
-V
i;
�' i- (CROh: AN i4Y'
�p s
@.37IUD,0lIt
> `:' t f',
t}
AREA COMPUTATIONS FOR IMPERVIOUS COVER: j
14,287 SF BUILDING
27,854 SF PAVING/ CURB AND GUTTER (ON -SITE)` t,
1,129 SF PAVING (OFF -SITE) 2fi tOCATE EXIST. 8" WL
4,267 SF CONCRETE SIDEWALK ; "xB" TSAV
_. -
EXI.'S Pyam. , A
/ r
GRADING LEGEND
BW
- BACK OF WALK
TC
- TOP OF CURB
EP
- EDGE OF PAVEMENT
G -
GRADE
GRAPHIC SCALE
.............
0- 8 _ 3fl.zc
40
(IN FEET)
1 INCH = 20 FEET
AL
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/13/0
3
Town
Comments
/14/0
2
Town
Comments
/26/0
1
Town
Comments
1/9/07
No.
Revision/Issue
Date
Firm MName and
Address ASSEY DESIGN
& ASSOCIATES, PC
1561BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date 4
3/13/07
Scale
1"=20' 4OF9
COPYRIGHT a 2006,
MASSEY DESIGN & ASSOCIATES, PC

_...
a ...
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LBOLIETRIC VIEW
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6" I 12" 6"
TRASH
6" HEADER CONTAINER
CURB[7 2'-o"xa'-D" ENCLOSURE TO
CONCRETE MATCH
ELEVATION VIEW FLUME, PROPOSED
SLOPE TO 4" CONCRETE STRUCTURE
DRAIN RIP RAP TO BASE MATERIAL/COLOR
OF BMP FOR GRASS SLOPES
o SIDE VIEW
CURB CUTS FOR DRAINAGE
a
p NOT TO SCALE
p $M u (SEE PLANS FOR LOCATION, NOTED AS C.C.)
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2%
., 4" CONIC WALK
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NOTE: 1. DISCHARGE ROOF DRAINS W/4" PVC PIPE
THROUGH CURB/WALK AS APPLICABLE.
2. CONTRACTOR TO PLACE CONSTRUCTION JOINT
AT EACH ROOF DRAIN OUTLET POINT
TYPICAL ROOF
DRAIN CONNECTION
NOT TO SCALE
3"
26
3"
18,10
A3 CONIC
3"
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1/2 TON RIP RAPFOI
ENERGY DISAPATIOI
PLAN VIEW AT STRUCTURAL BMP
RESERVED
PARKING
161
MAXIMUM
PENALTY
$250
tVAN
ACCESSIBLE
3'X10"
4" x 4"
RECYCLED
PLASTIC POST
0
SIGN & POST
NOT TO SCALE
7' OR 20
I
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OF TRASH CONTAINER
ENCLOSURE AND
PROPOSED STRUCTURE
I� 12"
I IWO
12"x12" A-3 CONCRETE
CONTINUOUS FOOTING W/
6x6 WWF
TRASH CONTAINER ENCLOSURE DETAIL
NOT TO SCALE
is
2"
181,
4"
0 STEEL PIPE W/ VINYL COVER, COLOR PER OWNER
24" CLEAR LANE
L_J 18"x18"0 3000 PSI
CONCRETE FOOTING
PIPE BOLLARD DETAIL
NOT TO SCALE
NOTES:
1. PIPE BOLLARD TO BE FILLED WITH
CONCRETE & ROUNDED AT TOP
2. PIPE BOLLARD TO BE PLACED AS
INDICATED ON SITE PLAN
- -I /- 2„ R
2" R
CONCRETE TO BE 3000 PSI
_.CONCRETE
TO BE 3000 PSI
2" ASPHALT PAVEMENT
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8" AGGREGATE BASE
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THE BOTTOM OF THE CURB &
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GUTTER MAY BE CONSTRUCTED
6"
6" EXISTING COMPACTED SUBGRADE
AT THE OPTION OF THE CONTRACTOR
PARALLEL TO THE SLOPE OF THE
SUBBASE COURSES PROVIDED
A MINIMUM DEPTH OF 7" IS
MAINTAINED.
6" HEADER CURB WITH
STANDARD 30" CURB & GUTTER
PAVEMENT SECTION
NOT TO SCALE
• FOR CURB & GUTTER SECTION AT
NOT TO SCALE
NOTE: PAVEMENT SECTION TO INCLUDE
SOUTHEAST EDGE OF PROPERTY, DEPTH
NOTE: ALL FILL TO BE SELECT
BASE COURSE TO BE CONSISTENT TO USE
TO BE INCREASED 6" TO TRANSITION TO
MATERIAL, MIN CBR-15
ADJACENT TO CURB & GUTTER SECTIONS
EXISTING GROUNDLINES 1±1901)
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REMOVABLE AND LOCKABLE
OVERFLOW GRATE FOR LARGE
STORMS, RIM = 8.5
36" DIA.
.°
12" OUTFALL, INV =6.5
5'X5'X6" CONCRETE BASE
• °+
WITH 6"X6" WWF
OUTLET CONTROL STRUCTURE
NOT TO SCALE
TYPICAL PAVEMENT
SECTION ISEE DETAIL
THIS SHEET)
SELECT
MATERIALS
BACKFILL
MIN. CBR-151
COMPACT
TO 95 %
CLASS i OR 2 ^'
BACKFILL PER "`
D/2
ASTM D2321,
COMPACT TO
90% IN 8" LIFTS 4"
GRANULAR TRENCH WIDTH
BEDDING D +24"
MATERIAL ID +12", IF PIPE < 12"1
PIPE TRENCH DETAIL
NOT TO SCALE
NOTES:
1. ENGINEER TO BE CONTACTED IF UNSTABLE
TRENCH BOTTOMS ARE ENCOUNTERED
2. CONTRACTOR TO FOLLOW MANUFACTURERS
INSTRUCTIONS FOR PIPE BEDDING IF SUGGESTED
BEDDING EXCEEDS DETAIL SHOWN
4'
ITYP) CONCRETE CURB
CURB WIPEDOWN
3000 PSI 28-DAY PCC WALK
WITH BROOM FINISH
LIV.
D 1..' p
CONCRETE WALKS
NOT TO SCALE
NOTE: ALL CONCRETE WALKS TO BE SCORED 8' O/C
WITH EXPANSION JOINTS AT 40' O/C
GENERAL NOTES
EROSION CONTROL AND TREE PROTECTION
1. The contractor shall comply with all applicable North Carolina NCDENR "Erosion and Sedimentation
Control" regulations and standards.
2. All erosion and sedimentation control measures will be installed in the first phase of construction
and remain in place throughout the duration of the project and until all disturbed areas are stabilized.
3. The Contractor will construct and maintain sufficient devises to prevent soil from being eroded
onto adjacent streets, drainage systems, and water courses. The devises will be cleaned of mud,
silt, and eroded materials during all stages of construction.
4. Prior to any clearing and grubbing, tree protection will be placed around all trees to be maintained.
All tree protection will be placed at the drip line where practical.
5. Contractor to seed/stabilize all areas immediately after earthwork activities. In no circumstance,
shall areas remain un-stabilized for more than 30 days.
UTILITIES
1 . Prior to construction or excavation, contractor will be responsible for locating all underground
utilities. Contractor to be responsible for repair to all damaged utilities at his expense.
2. Water Meters and sanitary sewer cleanouts will be placed at the right-of-way line.
STORMWATER MANAGEMENT AND INCIDENTAL DRAINAGE
1. Temporary drainage during construction will be provided by the contractor to relieve any areas
that may cause damage to the roadways.
2. All storm drainage structures will have inlet shaping with paved inverts.
3. All non -concrete storm drainage pipes will incorporate the use and installation of locator tape
and wiring for future detection purposes.
INCIDENTAL CONCRETE
1. All concrete will class A3 (3000 PSI) unless otherwise specified.
2. Curb and gutter will be constructed it sections of uniform lengths, 6 to 10'. Expansion joints
will be placed at intervals of no less than 100' (curb and gutter) and 40' (sidewalk) using %2"
premolded bituminous fiber joint filler.
3. All concrete entrances will be minimum of 8" thick from the edge of pavement to the property
line.
EARTHWORK
1. All backf ill material placed under paved surfaces will be select material, CBR -15 minimum,
compacted to 95% of maximum density
2. All backfill material placed under nonpaved areas will be free of debris, waste, frozen material,
toxic material, vegetation, and stones greater than %".
3. All subgrades must be approved by the engineer prior to placing base material.
GENERAL
1. For all errors, omissions or conflicts teat occur in the plans or specifications, the engineer will be
contacted immediately and the issue resolved before work continues.
2. These drawings are prepared as mininum standards for completion of the work. Any detail or
material not covered in these plans andspecifications will be governed by specifications and
standards of NCDOT.
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/13/0
3
Town Comments
/14/0
2
Town Comments
/26/0
1
Town Comments
1/9/07
No.
Revision/Issue
Dote
nrm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date C 5
3/13/07
Scale
AS NOTED 5 OF 9
COPYRIGHT ® 2006,
MASSEY DESIGN & ASSOCIATES, PC

5' OC (typ)
4" 0 CORRUGATED PLASTIC
PIPE TO HOUSE THE LATERAL
FINISHED GRADE
6-12" ' III —III /�_"6 12"
NATIVE III IIII-III-ITIVE
'BACKFILL —II I I1I-III .II BACKFILL
NOTE: MUST HAVE
NATIVE SOIL AT 1S" TRENCH WIDTH
BOTTOM OF THE TRENCH FILL WITH WASHED GRAVEL
MEETING W5 OF ASTIR D-4"
NITRIFICATION TRENCH DETAIL
N.T.S.
1 1/4" 0 SCH. 40 PVC LATERAL
@ 5' O.C. W/ 5/32" HOLES DRILLED IN TOP,
TURF BOX ACCESS COVER EXCEPT FIRST & LAST HOLES IN
WITH LID AT GRADE (typ) LATERALS TO BE PLACED DOWN
47.E LF -1 IW 9 ICH. AO PVC LATERAL
FINISHED C
5O.0
4" 0 CORREGATED POLYETHYENE (ASTM F-405) SLOTTED PLASTIC "
PIPE TO SLEEVE THE LATERAL. SLEEVE TO HAVE THREE ROWS OF
1/2" TO 3/4" HOLES ORIENTED TOWARDS BOTTOM OF TRENCH.
PLUG EACH END OF 4" SLEEVE @ MANIFOLD & TURN -UPS.
DRILL OR CUT HOLE IN PLUG FOR 1-1/4" DIA. LATERAL PIPE
SEAL PLUG/LATERAL PENETRATION WITH WATER -PROOF SEALANT
SEPTIC LATERAL DETAIL
N.T.S.
TYPICAL SHOWN FOR 50 LF LATERAL WITH END FEED MANIFOLD.
ADJUST TO MEET LATERAL LENGTHS AS SHOWN ON PLANS.
18" CONC COLLAR
GATE VALVE BOX COVER
GATE VALVE
(SIZE PER PLAN)
a "4
2/ 4' X 24'
CONC THRUST BLOCK
VALVE BOX (TWO PIECE SCREW TYPE)
DEWEY BROTHERS VEX-TE-3B OR EQUAL
SCH 40 PVC
GEOTEXTILE FABRIC AT
GRAVEL-BACKFILL INTERFACE
1 B" to 24"
12" DEEP
1 1/4" 0 SCH. 40 PVC
LATERAL @ 5' O.C. W/
HOLES DRILLED IN TOP,
EXCEPT FIRST & LAST
HOLES IN LATERALS
SHOULD BE PLACED DOWN
4"z 4"x 1 1/4"
SCH 40 TEE
CAST IRON INSPECTION BOX
RICHARD FOUNDRY NO. L-102D
PROPOSED ASPHALT MATCH GRADE ELEVATION
I B(HIW1&EBFl1A!I,n
SCREW CAP
AND ADAPTER
8" CONIC BLOCK
12" DEEP
-�� 6" WASHED STONE
VC PIPE
'SHOWN ON PLANS
GREATER THAN 45
CLEAN OUT — TYPICAL DETAIL
6" SCH 80 PVC
FLOW TO
SEPTIC TANK
O�
6" SCH 80 PVC
CLEAN OUT COVER
AT GRADE
y AL
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CLEAN OUT — PLAN DETAIL
RUDE M' E-Z SET
3/4'M RECIRC LINE RISER AND COVER
fAOY SRN FlLTER
THROTTLE VALVE NNELT BOTH PUMP
LINES AT TEE ELBOW
FI DOWN TO SPIN FILTER
BALL VALVE
SPIN FlLTER
SEAL WATERTIGHT FUMN
RECIRC IMBIBER 1 1/2- S1PRY TO
FROM (2) TURBINE K FILTER POD
PUMPS ET- Tl VALVE
eT4M DET-TIT2
COGS SCALE: DETSCALE
M_ GRADE
4.0 PLC BACKWATER
I.
VALVE W/RISER AND CAP
OR A PLASTIC Ot RICATON
BON FOR ACCESS
e FROM FILTERS
4' PVC MO _...
eal REGL/CE y�
3' INNER (FLOAT) TUBE PIE
I.
MIN. ... - .,
DET-TIT1
EETT-Nd1 DET-TIT2
,-1
COGS SCALE: DETSCALE
I i Z ii
SEPTIC TANK IS
I- VOLUME = 2065 GAL.
1
24- DA E-Z SET RISER
W/ cows (TYP)
IF BELOW DRI`N.EEWAY OR
PARKING LOT USE ONLY
H-20 TRAFFIC RAM
PE END CAP NOTE: DD
GLUE ONTO RISER PIPE
111r VENT HOLE IN CAP
PVC RISER PIPE - EI(TEND
AE BOTTOM OF TANK LID
BP BENO
TO FINAL DISPOSAL
SIP A 2' FEMALE
EMI ADAPTER
LIENT BYPASS VALVE
OUTER TUBE
. TANKS REWIRE A 6'
D,ISTME BASE (TYP)
OF 'L'
CLEANOUT
(Trp)—
FlLTER PULL
DIAL E-Z SET RISER HANDLE
_A
COVERS (TYP 7 RCS) 2 6I \
EFFMENT
BIER -
BL
5/4 TEA BOARD
SECTION
7'-9' (REF
TREAT POD FILTER
��_ `II
N `•'4
I
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1
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7'-9- MEfj
TREAT POD FILTER N. 4
-1IF-Iilli�ililim
ErN SECTION B-B
WG-S SCALE: DET-SCALE
7--9' (REF)
E-Z TREAT POD FILTER N. 3
2' VENT (WITH OPTIMAL
CARBON FILTER) (TYP EA POO)-
G_J RIFT P(Yl FII TFR Nn I a
REWIRE A s• SECTION
57 WASHED
7'-S' (REF)
E-Z TREAT POD FILTER Nu 2
GRAIN PIPE
NCH
EFLUENT
~\I
BIER
FIRST SEPTIC
RECIRC TANK
VOLUME - 1500 GAL
E
HANDLE FlLTER:
3
.___......
HANDLE
}
L>.116'
PLAN
PROVIDE GRAVITY
DEAROUTS BEFORE
,n
TANKS ENTRANCE
Sp
(TYP)
7W
' S
4'0 RECIRC MAIN PIPE
FROM FlLTER KIDS
GRAVITY CEANOUT
\
C E-Z HET ACCESS RISER
/ (STAN]ARD 24.0 ACCESS) _
NV IN=_
INV OUT- PVC 11•E WITH 20'
WOOL (TVP INLET)
-I~ STWE BARE (TV) -/EFFLUENT
FILTER OESIIN D
VALVE & BOX DETAIL PERR-
OUT
VALE
7'-9' OEF)
E-Z TREAT POD FILTER N. 1
EL
7]tl/4�1�
{' PE BACKWATER VALVE
..... CLEAN
............. ............. ...37C RECIRC...... ............_1 OUT --Y _. rWITH E. Z SSET.PogR ...._._- _.m.
EFFLUENT
FlLIE ^�
�
�
EIRLUENT BYPASS ` I
VALV£
4'
+
+
YNT
SECOND SEPTIC j
LOW
cD
FILTER BE O
/ RECIRC TANK
i
DOSING TANK
VOLUME = 1500 GAL I'
$
6
LUME = 3530 GAL
SEANCE FlLiER�
%
3
....... ...w.....
FLOAT TREE
............. ............ ............. ...
L=11 e'
1n158'
PLAN DIAGRAM
PLAN
Er4M
COGS SCALE: DEFSCALE
30'0 E-Z SET RISEN MTH
COVER SEE NOTES
24.0 E-Z SET RISER W/COwt (STANDARD)
IF
V MFC IMAM DEVICES VEWAY OR PARKING LOT THEN USE ONLY
SHUT-OFF VALVE
SHUT-OFF
MI WTH COVER
T RISER FULL UNION
COUPLING
II
L¢
LOCATED INSDE RISER
jII�
+1
3/4' RECIRC IJNE' ...
STONE BASE (1YPY
ET-N SECTION A -A
COGS HGLP: DETSCALE
THREAD
T
VALVE ANT -SIPHON
HOB£ (TYP)-
B
1' BALL VALVE
(TYP)
�- 1 1/2.0 SCH-40 PVC
FILTER BED FEED PIPE (TYP)
410 SCH-40 PVC
EFFLUENT SIDE DRAWN PIPE
30'0 E-Z SET RISER
WITH COVER SEE
NOTES
S¢ CONTROL
1 PAR¢ DETAIL
TCONTROL
PANEL
TO FINAL DISPOSAL (PER
DIHCHARCE DEEM)
A U A
iOL PANEL
CHECK VALVE
GREASE TRAP.'
SCALE 1 " =10'
CYP.AON, a ]OP.
GENERAL NOTES:
1. NOMFV UNDERGROUNDMtYlE3 LOCATOR PROM TO
ANY ENGVAMN. C NTMCIOI IS RESPOBBIE FOR
COgONI.TO! OF AU -TUBES ANDSYBEOIMACRNS.
CONTRACTOR IB RE9O®IE FOR FE1B VERIMNC ALL
DIMMSM a AM N% AND LOCATION OF NL
ENIS1NC CdO1XINS NC UFUnML
2. ALL PRNC SHALL BE SDI C PVC UNLESS MER
NOTE) ON PLAINS. ALL PVC APES SHALL BE BUREO A
MMMUM OF S FEET LWLffi S m OGRE
S. DONTUCIOR MAIL COMPLY NIX ALL IRLfIHE
SUL EROSION AND SE➢INNTATON CONTROL
REDUIRE7EHa.
4 �AR'"AiCI DµDµ OTHHEERR ROATTS) ALL
OSHA. CASE
REQUIREMENTS.
S. CONMACLDR WALL BE RESPONSIBLE FOR
AWARINO ALL CONSTRUCTION DAMAGE:
EIOEDIDMSLY AND AT NO ADDITIONAL COST TO
THE O m
B. PRE-MEANdWALL
L COMPLY WITH
COED-200HTM
7. SEPTIC TIMING MALL BE COMSOUCIED NTH A SAI
WALL DIEING TIE TAMN INTERON 2 TO' K
IN,
BAFFLE L ALL BE COI . TO Pe1MIN,BAFFLEWALLSM T
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NG.
Revision/Issue
Date
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date C 6
3/13/07
Scale
AS NOTED 5 OF 9
COPYRIGHT a 2006,
MASSEY DESIGN & ASSOCIATES, PC
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1
Town Comments
1/9/07
No.
Revision/Issue I
Date
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date C 7
3/13/07
Scale
AS NOTED 5 OF 9
COPYRIGHT a 2006,
MASSEY DESIGN & ASSOCIATES, PC

THIS SHEET FOR LANDSCAPING PURPOSES ONLY
PLANTING BALLED- &-B URLAPPED
& CONTAINER -GROWN TREES
III III
PLVlr AT THE SWE DEPN AS WHEN
PHENOUSLY GROWN (SDINRY HIGHER
IN Po RLY-DRMNm SOl3}. SPREAD
OUT WB ME- 00M DSPEOIIEWS.
PNFPAIE WATERING -
DEP0!804 INSIDE
E%GAYATm AREA
PLANT LIST
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
12
Betula nigra
River Birch
4-6' ht.
As Shown
2
Juniperus virginiana
Eastern Red Cedar
4-6' ht.
As Shown
9
Magnolia grandiflora 'Little Gem'
Little Gem Magnolia
4-6' ht.
As Shown
3
Quercus folcoto
Southern Red Oak
2" cal.
As Shown
9
Quercus virginiono
Live Oak
2" cal.
As Shown
5
Ilex vomitoria
Yaupon Holly, Upright
10 gal.
As Shown
52
Ilex vomitoria 'Schillings'
Dwarf Yaupon Holly
3 gal.
4' o.c.
B
Juniperus chinensis 'Spartan'
Spartan Juniper
7 gal.
5' o.c.
28
Myrico cerifera
Wax Myrtle
3 gal.
5' o.c.
30
Rosa rugoso
Rugoso Rose
3 gal.
4' o.c.
LANDSCAPE NOTES:
1. TREES SHALL BE NURSERY GROWN, HEALTHY, VIGOROUS, & FREE FROM DEFECTS
AND DISEASE.
2. BALLED & BURLAPPED TREES AND SHRUBS SHOULD BE DUG WITH FIRM, NATURAL BALLS OF
EARTH OF ADEQUATE SIZE AS SPECIFIED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,
"AMERICAN STANDARD FOR NURSERY STOCK," WITH THE BALLS SECURELY WRAPPED.
3. CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGH FOR THE
ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.
4. PLANTS SHALL BE PROTECTED DURING DELIVERY.
5. TREES & SHRUBS SHALL BE PLANTED AS SOON AS POSSIBLE AFTER DELIVERY.
6. ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE APPROVAL.
7. THE OWNER OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE CONTINUED PROPER MAINTENANCE,
REPAIR, AND REPLACEMENT OF ALL LANDSCAPING MATERIALS AFTER THE EXPIRATION OF WARRANTY.
Mxx1 PVNDNG 3DIL WI%NRE I I LANDSCAPE CALCULATIONS:
GARDEN HOSE
MID WIRE ,
TUINWJONI£
IIIROOT
TOO
Sa ON UDSIURSED
cRwxO
TREES UNDER 20' TREES OVER 20'
CaVE M ,EA+7 i`JTI>S
TURF GRASS PLANTING CHART.
TYPE TIME TO SEED RATE
BERMUDA MAY 1st - SEPT. 15th* 2 LBS. / 1,000 SF
* OR AS PER MANUFACTURER'S
SPECIFICATIONS
TOTAL SITE AREA = 75,129 SF
PARKING AREA = 32,121 SF
LANDSCAPE AREA REQUIRED = 3,212 SF (10%)
LANDSCAPE AREA PROVIDED = 3,882 SF (12%)
NUMBER OF TREES REQUIRED = 7.8 (78 spaces)
NUMBER OF TREES PROVIDED = 12
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No. I Revision/Issue I Dote
Firm Name and Address
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
VIRGINIA BEACH, VA 23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
710 SOUTH CROATAN HWY
KILL DEVIL HILLS, NC
Project Sheet
06.024
Date L 1
3/13/07
Stole
1" — 20' 1 OF
COPYRIGHT ® 2006,
MASSEY DESIGN & ASSOCIATES, PC
I

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U.S. 158 (CROATAN 141VY.}
tlso' R/m
SITE PLAN - ELECTRICAL ID
SCALE: 1 "=30'-O"
LIGHT FIXTURE SCHEDULE
TYPE
SYMBOL
MANUFACTURER
CATALOG NUMBER
QUANTITY OF FIXTURES
PER POLE OR LOCATION
QUANTITY OF POLES
OR LOCATIONS
DISTRIBUTION
TYPE
FIXTURE ANGLE ABOVE
HORIZONTAL L
LAMPS
VOLTS
MOUNTINGS
A
LITHONIA
WST-100M-FT
1
13
FT
0•
1-100W
METAL HALIDE
-
BUILDING MTD. 1V-6" A.F.F.
B
-
UNDER CANOPY
AS REQUIRED
AS REQUIRED
-
0'
AS REQUIRED
-
SEE SHEET NOTE 03
C
LITHONIA
KSF2-25OM-R4SC
1
7
4
0'
1-250W
METAL HALIDE
-
15' POLE (RTFDB20)
D
D
LITHONIA
KSF1-250M-R3
1
1
3
0'
METAL HALIDE
15' POLE (RTFD820)
D1
D
LITHONIA
KSF2-25OM-R4W
1
5
4
0'
METAL HALIDE
-
15' POLE (RTFDB20)
LIGHTING
STATISTICS
AVG
wx
MIN
WX/MIN
AVG/MIN
SMALL PARKING LOT
4.56 FC
11.9 FC
0.5
FC
23.80: 1
9.12: 1
LARGE PARKING LOT
4.00 FC
11.9 FC
0.3
FC
39.67: 1
13.33: 1
PERIMETER
0.64 FC
6.8 FC
0.0
FC
0 : 1
0 : 1
NOTES:
1. PHOTOMETRIC DATA IS BASED
2. LIGHTING LEVELS ARE BASED
LOCAL CITY ORDINANCE, AND
ON LIGHT FIXTURE INDICATED, UTILIZING LIGHTING ANALYSTS AGI32 SOFTWARE.
ON IESNA (ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA) 9TH EDITION,
ARE CALCULATED FOR PARKING LOT AND WALKWAY AREAS ONLY.
POLE AND
NOT TO SCALE
SHEET NOTES
FIBERGLASS POLE WITH ULTRAVIOLET
INHIBITOR AND AN URETHANE SMOOTH FINISH.
COLOR AS SPECIFIED BY OWNER
WIRING HANDHOLE - MIN. 2-1/2"X5" WITH
COVER AND STAINLESS STEEL SCREWS.
TERMINATE CONDUIT INTERNALLY ADJACENT
TO HANDHOLE.
SLOPE TO SURROUNDING FINISHED GRADE.
IMPACTED CLAY BACKFILL.
,CKFILL, FINE CRUSHED STONE AND PORTLAND
MENT (8-1), DRY MIX COMPACTED IN ONE
OT MAX. LIFTS.
V. 3"X5" (CLEAR) CONDUIT OR CABLE ENTRANCE -
EA. 0 180°.
ITES:1. PROVIDE ANTI -ROTATIONAL
DEVICE ON EACH POLE.
2. COORDINATE TOTAL EPA WITH
POLE SPECIFICATIONS.
OARSE GRAVEL SETTING BED.
E DETAIL
1❑ THIS PLAN IS FOR LIGHTING LAYOUT FIXTURE SELECTON AND PERFORMANCE ONLY
WIRING AND VOLTAGE TO BE DETERMINED BY OTHERS
❑2 ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF THE SITE
BY DESIGN, ORIENTATION OR SHIELDING OF THE LIGH' SOURCE,
03 CALCULATIONS CONSIDER CONTRIBUTIONS OF UNDER 'ANOPY LIGHT DESIGNED WITH A
MINIMUM OF 10 FOOT CANDLES UNDER CANOPY.
GRAPHIC SCALE
30 0 30 60
(IN FEET)
1 INCH = 30 FEET
F 0 , y
e4G NER.WC SOLUE10 8
29 N. Kings Way
Hampton, Virginia 23669-3503
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No.
`llllit
Revision/Issue
11
Date
Firm Name and Address 14
MASSEY DESIGN
& ASSOCIATES, PC
1561 BRADFORD ROAD
SUITE 204
VIRGINIA BEACH, VA23455
[phone] OFFICE
[phone] FAX
Project Name and Address
DANIEL-GAL, LLC
0 SOUTH CROATAN HIGHWAY
KILL DEVIL HILLS,NC
sneer
06-026A
Date
1 /9/07
Scale
1" = 30'-0'
E will1
XOFX
COPYRIGHT 0 2006,
MASSEY DESIGN & ASSOCIATES, PC