SW7060929_APPROVED PLANS_20090501

PERMIT NO,
DOC TYPE
STORMWATER DIVISION CODING S
POST -CONSTRUCTION PERMIT
SW 7�tpoQdl
[] CURRENT PERMIT
,?2APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE �IZigOS�
YYYYMMDD

14[ _>t�'i�'Fit%i�1' _'•1. i
NOTES:
1. OWNER: NORTH AVON CONDO GROUP, L.L.C.
P.O. BOX 190
NAGS HEAD, NC 27959
2. SITE ADDRESS: 107 W. GRAY EAGLE STREET
NAGS HEAD, NC 27959
3. PIN NUMBER: 0800-15-63-4163
k RECORDED REFERENCE DB 1677, PG 361, PC E, SL 299 DCR
DB 1969, PG 444
5. PROPERTY IS LOCATED IN F.I.R.M. ZONES AL (ELEV. 9') NAVD '88
PANEL 3730080000 J
6. PARCEL AREA: 209,912.0 SF (TOTAL LOT AREA)
--� _ --� 129,504.6 SF (UPLAND)
80.407.4 SF (WETLAND)
7. SITE ZONING: C-2, SETBACKS: 66.5' FRONT, SIDES & REAR
8. SETBACKS DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT
MAY EXISTS.
9. BOUNDARY INFORMATION IS BASED UPON AN ALTA/ACSM LAND
TITLE SURVEY ENTAILED, "NORTH AVON CONDO GROUP, LLC,
LOTS 1-3 & LOTS 7--9 - BLOCK 11 & LOTS 1-4 - BLOCK 20 &
LOTS 8-9 - BLOCK 12 & LOT 10 & S. 19.94' OF LOT 9 -
BLOCK 19 & A PORTION OF TURNSTONE AVE. - WHALEBONE BEACHES",
PREPARED AND SIGNED BY W.C. OWENS, P.L.S., DATED 03/16/06.
10. NORTH ROTATION BASED ON A-B.
11. AREAS BY COORDINATE METHOD.
12. AS -BUILT SURVEY DATES 02/26/09, 03/16/09, & 04/08/09
13. 110 PARKING SPACES, 95 REG. AND 5 H/C
WETLAND LINE A5
_
=
_
5HOINN ON 51Tf PL 4N
av
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r 75' A_EC. A-5
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SHOWN ON 517E PLAN
All
kETLAND5
NOTE SHORELINE 15 A
_
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Fu a,
.:. ....F
DYM4MI6 BOUNDARY
r .4LTA FLAT Z906,W
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I
. . .. . . . . . . .................... . ................ ........... ...... . .... . . . .. ..;.
W
Av
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
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f
120
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1
1
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75' A.EC- A5
% SHOWN ON 517E PLAN
PIN Ob00-13-63-1�3q
TANGER PROPERTIES, LTD
N72 °00W IE 706.99' +I-
404.62' - -
- . - - - --
.. 24425'+1- C - 404.n'
A&I
411 1
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SHOWN ON 51TE PLAN f�
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POOL f�lJGE t
COVERAGE:
PIN 0600-15-65-4163 (LOT AREA 20q q12 5F14.82+/- AC)
BUILDING = 20,002 SF
WOOD RANF3A?,FGK_51 ALK5 = 4,055 5F
A5PHAL T16L)RB/60N6RETE PYALK5 = 53,355 5F
TOTAL COVERAGE = 58,2gO / 270/$
BENT PrP
0-29' FROM EI R g
REVISIONS
INT
DATE
REVI
INT
REV2
INT
REVS
INT
REV4
INT
REV5
INT
N. ORA)" EAGLE 5T.
60, RrIMIG
(ASPHALT)
_RAFiFIG
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424' CONCRETEGUNSLET .,, GUTTL-R (TYP)
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48 $ GUI"r R (rrP) k
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207.27'
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PARKING 516N
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FIRE HrDRANT _ �. nrsFzv
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TE �736' SS" O `R
� �:
ROW OF -
1E5 AND
7RETLINE fl., f� PINES
PIN 0800-15-62-4g51
TOWN OF NA65 HEAD +4�
THE LANDINGS AT SUGAR CREEK CONDOMINIUMS
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LEGEND:
0 - EX15T1N6 IRON TROD (EIR)
0 - EXISTING IRON PIPE (EIP)
p - EXISTING CONCRETE MONUMENT (ECM)
El - RICHT-OF-HAY MONUMENT
p - NCGS MONUMENT
p - PK NAIL
- FIRE HYDRANT
UTILITI' FOLF
-WATER IiALVE
Q - TELEi'HONE PEDESTAL
® - TELEV15ION PEDESTAL
© - MAIL BOX
0 - FIBER OPTI65 MARKER
® - WATER METER
` - LIGHT
®-MAILBOX
- ROAD 516N
o - CALCULATED POINT
x 5.6' - GROUND ELEVATION NA VD 86
0 -- CURB INLET
1i4 - 5Ek ER LINE GLEAN -OUT
OVERncAL DATUM I5 NAVD ''M
AND l5 BASJEO ON RAPID 5TATIC
GP5 5E551ON5, OPOU5 REPORT # y
000040981, 000040644 B
000040646 AND NCG5 MONUMENTS
W--00, E 25.E AND BODIE 15LAND
NORTH AZIMUTH MARK.
(ADD 0 qO' FOR NGVD 2q)
CURVE TABLE
CURVE
LENGTH
RADIUS
ANGEN
CHORD
CHORD
Cl
179.7811587.771
89.99
N07-49'32-WI
179.69
,4 0 1 20I;
"THIS DRAWING 15 NOT INTENDED TO BE USED
FOR RECORDATION OR COM/EKANCF
VICINITY MAP (NAGS HEAD)
N.T.S.
LINE TABLE
LINE
LENGTH
BEARING
Ll
60.00
S17'56'35'E
L2
10.28
N00'51'01'W
L3
9.65
N33'39'49'W
L4
1651
N61'17'40'W
L5
5,09
N41.23'17'W
L6
5.46
N23'46'44'W
L7
8.77
S56'47'54'E
L8
13.16
S77.39'11'E
L9
14.18
N52050'33'E
L10
21.98
N17411'19'E
Lll
10.04
N01'39'21'W
L12
11.68
N01.39'21'W
L13
20.53
N18'24'22'W
L14
45.15
S87.44'44'W
L15
16.80
N09'48'55'W
L16
38.23
N53-10'46-W
L17
5.72
NO2'38'54'E
L18
18.52
N13'09'42'W
L19
41.23
S79'28'06'W
L20
14.82
N33'53'18'E
L21
21.31
N05*01'18'E
L22
436
N45'02'41'W
L23
1429
N64'44'26'E
L24
19.69
N51°54'00'E
L25
34.18
N48'28'14'E
L26
11.50
N18.54'52E
L27
30.80
N58'20'17'W
L28
14.06
S60°40'33'W
_
L29
13.56
S65'27'01'W
L30
12.99
S70.05'58'W
L31
7.88
N54'58'33'W
L32
21.28
N13°48'30'E
L33
9.56
N66.59'54'E
L34
18.50
N27.46'11'E
L35
47.71
N71.10'03'E
L36
17.65
N21°18'42'E
L37
16.58
N00.16'20'W
L38
14.50
N36'14'21'W
L39
14.64
N73'45'23'W
L40
16.30
N51'47'51'W
L41
19.62
N58'17'42'W
L42
1L06
S80'06'53'W
L43
10.32
S31'44'36'W
L441
19.37
S27.11'56'W
L45
23.32
S56'55'25'W
L46
8.83
S78'22'01'W
L47
9.33
N74'10'47'W
L48
23.85
S89.41'33'W
L49
16.22
N56.41'22'W
L50
15.69
N00'21'43'W
L51
22.94
N38'34'09'E
L52
25.93
N20'23'48'W
L53
9.41
S88.15'16'W
L54
12.56
NO3'32'48'W
L55
10.86
N72'12'46'E
L56
5.56
N26'11'28'E
L57
7.23
S52'24'01'E
L58
7.03
N86'59'12'E
L59
7.23
N47.08'51'E
L60
4.61
N41.53'07'E
L61
8.87
N15°19'47'E
L62
12.16
N13'06'58'E
L63
5.74
N00'51101'W
6 KATHERINE C. MARCHELLO, CERTIFY THAT
TH/5 MAP WA5 DRAWN UNDER MY SUPERVISION
FROM AN AC7VAL 5URVEY MADE UNDER MY
S0PERV1510N, THAT THE BOUNDARIES NOT
ACTUALLY SURVEYED ARE SHOWN A5 BROKEN
LINES PLOTTED FROM INFORMATION FOUND
IN EXISTING RECORDS AND THAT THI5 MAP
MEET5 THE REQUIREMENTS OF NCAC TITLE 21,
GNAPTE-R .56, 5ECTION .1600 A5 AMENDED.
HI TNE_5�5 MY HAND AND SEAL TH13 Z-7 L7AY
OF
KAIgFRINE C. MARCHELLO LIC#4373
1,
is
• _ � „ �. I . 7Y.��:j .fi _ ._„ ... _. �.,_ �--.,.. F .� .. - oit3��. �, ter, . ....4.. i, ,. .L �. t�:[ .:a:i ,�, .,.....,.

f AF'L
r.•. , .., ., \7 .. .'I:: .$:1. .,7w 4k 'U rll
.. .. _ ...'w�`-_._.-lf- L_'� .._,.. [-e.l,j.•,.L., , ..''....S I-.7 - - tl- :
NOTES:
1. GINNER/APPLICANT: NORTH AVON CONDO GROUP. L.L.C. 11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY
P.O. BOX 113 SEABOARD SLURVEVIHG & PLANNING.
SOUTH HUILL, VA 23970 12. SITE ZONING: (C2) COMMERCIAL ISEE CONDITIONAL USES IN SEC. 48-407 (C)(10)1
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWR 870 13. PROPOSED: NEW DEVELOPMENT - 45 CONOW08UM UNITS
KITTY HAWK, NC 27949
TEL.[phone]. PARKING CALCULATIONS: cj?TTxso11Eff
M21-
EAR})p"olo.com
MULTIFAMLY RESIDENTIAL
REOWRED:2.5 SPACE/UNIT X 45 UNITS = 113 SPACES
3. LICENSED SOIL SCIENTIST:
TOTAL REQUIRED:113 SPACES
CONSULTANTS, INC.
1SOIL101 do ENN MIDGE
1i010 RAVEN RIbGE ROAD
RAL£IOH, NORTH CAROUNA 27614
ADA ACES IRE U R SPACES
AOA �ACf� I�OilIRt:D: 5 SPACESC0ND0MTVHJM
ADA SPACES PROVIDED: 5 SPACES
(4-5
UNITS)
TEL:[phone]
FAX: (919)84II-9467
15. LOT COVERAGE:
PROPOSED COVERAGE:
23. PRIOR TO LAND DISTURBANCE. A TOWN APPROWD ML EROSION AND SIEDI4IENTAVON CONTROL
EMAIL dWM1aWI wdec.com
m"ING & DECKS = 23,74&76 SOFT.
PLAN IS REQt1IRIED
4. PROPERTY ADDRESS: 7200 SOUTH CROATAN HIGHWAY
NAGS HEAL), NC 2795II
PARKING AND DRIVES - 31,577.12 54.FT.
POOL AND CONC. DECK - 1,104.10 SQ.FT.
24. THE EN'11RE SITE... WILL BE IN FULL COMPLIANCE MATIi ALL AIAPUGA$J.f NFPA REGULATIONS
PERTAIIrik+1G TE;' FIRE IICGTiIIIN 3NCLil[Ni#G. BUT NOT LIMITED TO NFPA 30 AS WELL A5
PDOWAO► F WALK - 1,274.08 SOST.
VOLUME V OF THE WC STATE WILDING WK.
5. SUBDIVISION: WHALEBONE BEACHES REVISED
DUMPSTIER PADS s 4OU.00 SQ.FT.
LOTS 2,3.7,E OF BLK. 11
LOTS 1-4 OF BLK. 20 do PART OF TURFS70NE AVE.
I S LfCS =s 1.3�k} flZ MOST.
TfJTAL COVI RAGE 69,489.03 SQ.FT. (46.17%).
25. ALL SUU)N- SMASE 94ALL BE IN ACCCIRDANICE WITH ARTICLE 'A"
SECTION 46-56 OF IRE TOWN OF NAGS HEAD CODE OF O1DtNAINIrES,
LOTS 1 & 9 OF BLK. 11
TOTAL IMPERVIOUS COVERAGE - 58,214.95 SOFT. (EXCLUDES PERMEABLE WALK)
26. 145 PLAN SHALL COMPLY WHIT VOLUME 1C OF THE NC BUU)M CODE.
6. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMUNIUM UNITS WOOD FRAME ON STEEL BEAM
PERCENT COVERAGE = 58,214.95 SQ.FT./128;835.80 SQ.FT. X 100 = 45,19%
AND COLUMN FOUNUATEON WITH PARKp4G BELOW AND GROUND LEVEL ENTRY. PROPOSED USE IS
MAXIMUM ALLOWED COVERAGE (55.00X) - 70,359.89 SQ.FT.
27. THE IUD BUILDING SHALL COMPLY WITirI CHAPTER 10 oFF TWE Tom OF NAGS HEAD oom
A CONDITIONAL USE IN C2 ZONE,
OF ORDINANCES.
16. SETBACKS: REQUIRED PROVIDED
23 - 2 BEDI OW CONDOM MUMS
FRONT 66.5, 207.5
28. BUIIILDM CONSTRUCTION TO CONIFORM TO 2002 M PREVENTION OODE.
22 - 3 KWOOM CONDOMINIUMS
SIDE (SOUTH): 66.5' 66.5'
OR LATEST WTION.
7. PIN NUMBER: LOT 2,3,7,8, BILK 11 * LOTS 1-4 ELK 20
SIDE (NORTH): 66.5' 66.87'
REAR 66.5' 196,74'
29. A RECOMBINATIONPLAT IS REQUIRED PRIOR TO ISSUANCE dJ A BUNG PERMIT.
FENS; OSW-15-63-4163
LO 1 do 9, BILK 11
IN ACCORDANCE WITH 1.75 TRMES THE TOP PLATE HEIGHT (36.5')
30. ALL 09STRAG 1IMPROVEMENTS TO BE REMOVE UNLESS OTHERWISE NOTED.
P1Nt 0800-15-53-4212
St. ExISTINc VEGETATION! TO BE PRESER'idEp MIHERE POSLE.
8. RECORDED REFERENCE: DB 980. PG 569; DO 1324, PG 174;
MB 2, PG 203 & PC. D, SL 27
17. BUFFERYARM REQUIRED PROVIDED
NORTH f0' TYPE "A" 10' TYPE "A`
32. ARMY CORPS OF E '404' JJRMW40NAL WETLANDS ARE LOCA10 ON THE SITE.
SOUTH 10' TYPE "A' 16 TYPE 'A'
9. PROPERTY IS LOCATED IN F.I.R.M. ZONES AE (EL9') do AE (EL. 1W)
EAST 10' TYPE "A" 10' TYPE 'A'
33, A t11RIVEWAY ASS PE'WT SHALL BE OBTAINED FROM NCDOT PRIOR TO ISSUANCE OF
(ZONES SUBJECT TO CHANGE BY F.E.M.A.)
WEST N/A N/A
BUR.LMf+>Q pmvt
CURRENT FIRM ZONES PER FIRM MAP 375356-0011-D (12/20/06) NOW 29
18. SETBACKS 940M11 ARE AS PER TOWN OF NAGS HEAD, THEY DO NOT REFLECT
COVENANT'S T14AT MAY EXISTS.
ANY RESTRICTIVE
34. A HKAi-DENSTY STTN.~ MIANAGOAENT PI«1 T $HALL BE OBTAINED "m Nt7mm
DIVIISON OF WATER 12UAUTY PAW TO MSUANCE OF A WILDING PST.
PROPOSED FIRM ZONES PER FIRM MAP 375356• GOW-J (9/20%5) 14AVO 8Pl (AS SHOWN)
10. PARCEL AREA: LOT 1 do 9. BIJ( 11 - 134,447.03 SQ.FT. (422.81 SQ.FT. 404 WETLAN[S)
19. PROJECT SCOPE- THIS PLAN PROPOSES THE CONSTRUCTION OF 45 CONAOMMNUM UNITS WITH
ASSOCIATED PARKING, DRAINAGE. WATER AND SEPTICAMPRQVQAEFITS.
35. A CAMMA POUT FROM TI4E 16VISWN OF COASTAL MANAGMAENT SHALL. BE OBTAOWD PRIOR TO
ISSUANCE OF A LNG 1 fi.
LOT 2,3,7,6, Mg. 11 4o LOTS 1-4. BILK. 20 do PART OF TURFSTONE AVE.
:11:175,464,92 SQ.FT. (aO.407.38 SQ.FT. COASTAL MARSH + 245.96 SQ.FT.
20. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWSE NOTED.
38. SOW WA$X BULK CONTAINOM SHALL 1E RACED 64 ACCORDANCE MATH CHAPTER 30 OF THE
404 WETLANDS)
NAO$ HEAD CT K. NINktM AND SIZE OF CONTA04MS BEFALL BE IN ACCORDANCE WITH SECTION
21. ALL UTILITEES SERVING THIS SITE MAIL IE PLACED UNDERGROUND.
30-7(1CX4).
TOTAL PROJECT PARCEL AREA - *209,911.95 SO.F�f.
TOTAL UPLAND AREA - *128,635.110 SQ.FT. (EXCLUDES 666.77 SQ.FT. FILLED
22, SITE MALL BE LIGHTED IN ACCORDANCE WITH ARTICLE IX "OUTDOOR TING" AND SECTION
37. SITE LANDSCAPING REQUI11"D: 129.504.57 SQ FT (NUDES 668.77 SF FILLED WETLAHD POCKET)
404 WETLAND POCKET)
48 443(F)(11) OF THE TOWN OF NAGS BEAD CODE OF ORDINANCES
X 15% . 1R,42$.89 SQ.FT. (SITE LAPI; P00mom 19 66f3.93 SQ.FT)
FRON NRUK YARD LANIMCAPM f*45*019,426.0 913,F. X 509 - 9,712.84 S0.FT.
FRONT & SIDE LANDStAiliVild PROMD£D: 19,"5.93 SOFT.
LOT to
v
�-
5. Iq q4 OF LOT q
1
NORTH r VON 6Ra�P
paq OT q
_. _../
BLK. 1q
FORNERL r
K 12
oe vMIERr�
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;
SHEET
1
- SITE PLAN
SHEET'
2
- G .ADING & DRAINAGE
01 i ��
` UTILITY A Jw
SHEET
4
- LIGHTING PLAN
SHEET
5
- SOIL EROSION SEDIMENT CONTROL PLAN
SHEET
6
- LANDSCAPING PLAN
SHEET
!
- SITE PLAN DETAILS
SHEET
8
- GRADING & DRAINAGE DETAILS
SHEET
9
- WATERLINE DETAILS
SHEET
10
THRU 16 - WASTEWATER DETAILS
9 f tF
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Lai .0( �" N 72'(J(J' " E *681.18'ne
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DRY INk=1LTF�ATII 1N-u1
� pY� .. _ ` • ...... ---- ---- - - - - - - - - - ------
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_
L38�- --------
L4'����' ,I -°�
1 -
LOT , ! •:�: ;.
'li S
a " n
r
r
r LIME A5 SCALED FROM.
Ln' I PRELIMINARY FIRM ZONE MAP
J _
3744$6 0800 4I
02
4' WILEELEVAI
WOOD
L ;
L28 ` WALKWAY i f
1r _... BUILDING MlF'ORMATIQN I
v� OBTAIIINED IN ELECTRONIC !
1
FORMAT
Fo �ATPR�C d
��ELOT 2 FILE NAME ' I II HA
L29 «nn�aN, BLK DInc
I - -
WETLANDS
- - AREA a *K407 S F. /�
LLU
DRAWING FILE: P06011
PLOT INFO: DATE: I
gymW"t �Wli��=__
1A
BORING
S 72'00'00" W 200.00'
1 I! + I S 72'00'00" W ±312.56' ' LOT 3
SURVEY INFORMATION BY: 1 ! I { � 1 5r?1f1 AE G�?EFK
:G E, 5L 2771
im _ CURVE TARI{E 1® &
1 1 ' : _ 1 TONN OF NAGS HEAD
103 WEST W00DHILL DRIVE P.O. BOX 58
MB 1486, F'F 301I
NAGS HEAD, N.C. 27959 252--480-9998
Pv. esrox �I
r r s r AV 2ma
i
11:3O Ali SCALE: 0.3U863
PLANS FOR GRAY EAGLE ST.
IMPROVMENTS TO BE SUBMITTED -
UNDER SEPARATE COVER.
SHOWN FoR II.LuSTRATIVE
PURPOSED ONLY
PROPOSED SIGN IN COMPLIANCE
WITH ARTICLE VII! SIGNS AND --
OUTDOOR ADVERTISINGS
STRUCTURES) OF THE NAGS
LOT 1 HFAD ZONING ORDINANCE
BLK 1!
ar--------ems--------------
- - - - - - - - - - - - - - -
/�
� I � - `max' �"t'2>A1f�yy'Jl���6" S�: -
-- --_ --------------`-"-I____--_.._---
.:r f�---------------- - -
r<
y...._�.:.......-._. ___----- - ..- -_ --_ .- -I----- __._
�'-------PAIL ----------- _-_
--ARE Fes_ -- - .__ - - - -
- - - - - - - - - - - - - - - - - -
E r
h I DA V/1..
F J1Y1! S�WyN� (T ITP
.
EACH SPACE)
PROMISED
LOT 2
WALXWAY
BLK. ii
5 NixiQ' SCRE�IVE{3 fr
R PADS f f
f-_....-------------.----------�
zg- - - - - - - - - - - - - - - - -
{. ---------------- - - - - -
L_ -�
- - -- 2- -
4}MLRFFJtF7G
J
}I
Er d ,4•, . t .g s '' s #.ri. $;:
_ U _
2. OVFRfIANG
GRAPHIC SCALE
30 0 15 30 1I0
( IN FEET )
1 inch m 30 ft.
S 77'51'1 Z I+V i
M #dMUM HEIGHT OF
ALONG PAR K NG TO
BE X AS MEA91MM
FROM ADJACENT
PANIC LOT TOP
OF CURB
um
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PROPOSED CONCRETE
EX. IRON PIPE
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PROPOSED D.I.
III PROPOSED STORM PIPE
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PROPOSED RIP -RAP
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PROPOSED FIRE HYDRANT
I ..
I
......
. :. . . �... .
I°1 WETLAND FLAG LOCATION
9 VW 10.0
THE DATA GIVU a THESE PLANTS IS HEUEVEV
TO BE ACC ATE, VT 7W ACCURACY IS NOT
OVA IANT D. THE CO#T'IIfACTt91R IS RES'PON SIKE
FOR YrROYM ALL LEVELS, LOCATMS. TYPES;
AND .04.0,MIONS Ir TW tKISIMM U77LIT'!1E'S
PIIW T'1 CONSTWTION. iF A DISCREPANCY
IS POUND, WORK WU CEASE AND THE ENSWER
NOT' ED. WORK AY CONTINUE UPON ENGINEERS
NAME TO PROCE0.
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PtIT2AJ
DESOM BY
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8 30/06
SHEET NO.
RE YOU M I
CAULL MU FRIES
TH CA LINA
ONE CALL
OF 17 SHEET
Z72
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NOTES:
1. OANER/APPLICANT-. NORTH AVON CONDO GROUP, L.L.C.
P.O. BOX 113
SOUTH HILL, VA 23970
2. ENGINEER: QUISUE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAW, NC 27944
TEL: [phone]
FAX: [phone]
EMAIL- jja&pIW4L com
3. LICENSED SOIL SOEN'fl$T-.
SOIL & ENMONMENTAL CONSULTANTS, INC.
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27814
TEL:[phone]
FAX-[phone]
EMAIL- dwafta9mandec.com
4. PROPERTY ADDRESS: 7200 SOUTH CROATAN HIGHWAY
NAGS HEAD, NC 27"9
5. SUBDIVISION: WHALEBONE BEACHES REVISED
LOTS 2,3.7,0 OF BLK. It
LOTS 1-4 OF BLK. 20 & PART OF TURFSTONE AVE.
LOTS 1 & 9 OF BLK. 11
6. PROPOSED DEVEILOI;k"T. THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM
AND CO4.UMN FOUNDATION WITH PARKING BELOW AND GROUND LEVEL ENTRY. PROPOSED USE IS
A CONDITIONAL USE IN C2 ZONE.
23 - 2 BEDROOM CONDOMINIUMS
22 - 3 SMOOM CONDOMIINIUMS
7, PIN NUMBER: LOT 2,3.7.8. BLK 11 & LOTS 1-4 BLK 20
PW* 0500-16-63-4163
LOT I & 9. SLK 11
PINS: OWO-15-53-4212
a. RECORDED REFERENCE- DB 980, PG 509. D8 1324, PG 174;
M8 2, PG 203 & PC. D, SL 27
9. PROPERTY IS LOCATED IN F.I.R.M. ZONES AE (EL9') & AFE (EL 10)
(ZONES SUBJECT TO CHANGE BY F-E,M.A.)
CURRENT FIRM ZONES PER FIRM MAP 37535Pi-0011-D (12/20/06) NGW 29
PROPOSED FIRM ZONES PER FIRM MAP 375355-0800-i (9/20/06) NAVD 88
10, PARCEL AREA. LOT 1 & 9, SLK 11 - ±34.447.03 SQ.FT. (422.81 SQ.FT, 404 WETLANDS)
LOT 2,3,7.8, RLK. 11 & LOTS 1-4. BLK. 20 & PART OF 7URFSTONE AVE.
*175.464.92 SOFT. (80.407.38 SQ.FT. COASTAL MARSH + 245.96 SQ.FT.
404 WETLANDS)
TOTAL PROJECT PARCEL AREA - ±209.911.95 SQ.FT.
TOTAL UPLAND AREA - *129.504.57 SOFT. (INCLUDES 668.77 SQ.FT. FILLED
404 WETLAND POCKET)
11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOW ON THIS PLAN IS BASED ON A SURVEY BY
SEABOARD SURVE)WG & PLANNING.
12. SITE ZONING: (C2) COMMERCIAL ISEE CONDIT104AL USES IN SEC. 48-407 (C)(IO)i
13. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE
COVENANTS THAT MAY EXISTS.
14. PROJECT SCOPE: IM PLAN PROPOSES THE CONSTMCTION OF 45 CONDOMINIUM UMTS NTH
ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEMENTS.
15. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
16. ALL UTILITIES SERWNG THIS SITE WILL BE PLACED UNDERGROUND.
17. SITE WILL K LIGHTED IN ACCORDANCE WITH ARTICLE IX 'OUTDOOR LIGHTING' AND SECTION
48-443(f)(11) OF TINE TOM OF NAGS HEAD CODE OF ORDINANCES.
18. STORMIWATER MANAGEMENT:
VOLUME OF RUNOFF GENERATED BY 4.3' PREC"TATION = 20,80E.91 CU. FT.
VOLUME OF STORAGE IN PROPOSED IF ILTRATION BA SAM02 16,=.54 CU. FT.
VOLUME OF STORAGE IN PROPOSED WLTRAn0N 4.513.35 CU. FT.
VOLUME OF TOTAL STORAGE PROPOSED (BASKr+RASIN+2) - 21.313989 CU. FT.
PERMANENT VEGETAT
ISEEDING DATES: APRIL I- SEPT 30 _ I
WED MIXTURE APPLICATION RATES/ACRE
BAHIA 30 LOS.
COMMON BERMUDA 50 LBS.
(UNHULLM)
GORMAN MILLETT 15 LBS.
FESCUE 20 LBS.
FERTILIZER
10-10-10 0 500 LB/ACRE
mu�m
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASP AL
NETTWG. OR A MULCH ANCHORING T0%. A DISK WITH BLADES SET NEARL
STRAIGHT CAN BE USED AS A MULCH ANCHORNG TOOL
IE"P EMX NEGETA110
ISEEDING DATES: OCT. 1 - MARCH 31
Sw- APPLICATION RAWACRE
RYE GRAIN 175 LOS,
ffATHAZER
10-10-10 0 7510 LB/ACRE
MULCH
APPLY 4.000 LB. STRAW. ANCHOR STRAW BY TACKLING WITH ASPHALT.
NETTING OR A MULCH AK14OWNG TO0I._ A DISK WITH BLADES SET NEARLY
STRAIGHT CAN SE USED AS A MULCH ANCHOFdNG TOOL
LOT /0
5. lq.q4'OF LOT q &;R INA VON COWO C-ROW
BLK. Iq
TURF5 TTE AVE,
(60'RM N RVRAW
4 DO 1324, F"I)
0
N co00
41C 2 2-
o� -,i;, >
LL_
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LINE AS SCALED FROM
_,/A
PRELIMINARY FIRM ZONE MAP
37521W 0800 J
z
9KNW�14 UWE
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2.33 sq. fv
1rlz
IRA
MOM WoRmAMON BASIN #1 r
ORTAMM IN -fl
ELECTRONIC go"S. ACTLANDS
oonvm * 4;
FORMAT FROM CAHOON &
KASRW AACHTECYS. V
13 i 0*4"l A \ I
00 \7
FU NAME:-
S -Crook-SouthSite--
w9m
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WETLANDS
AREA 407 SF_
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(THROUGH
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Vr QPrA SUDPf,
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ouYLETir �2
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rd 0 co co
N 00
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4c OF
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24' HDP6
............
ADS N-12
009ERVW P0729 LEVEL
SURVEY INFORMATION BY: f,
103 WEST WOODHILL DRIVE P.O. BOX 58
NAGS HEAD, N.C. 27959 252-480-9998
DRAVANG FILE- P0601 I -SOUTH&ASE.dwg
PLOT INFO: DATE- 8/25/2006 11:30 AM SCALE: 0.3MG3
T-W
Lu
CL
31
A�.. CMVE 6 fiLl
,Is
4
*W OF 24"
Hope ADS
V. fN 0 4,5!
FENCE OR
RAIL
POOL COPING
POOL FINISH
PILE SUPPOR7EO
DECK STRUCTURAL C014CRETE
WALL AND FOOTING
lu
-STRUCTURAL
CONCRETE SLAB
Pg.QLZDECK DEJAIL
N.T.S.
POOLAECK DETAH_ AS PROVOIEI) BY CM40ON & KAS" ARCHITECTS
7&
LEGEND
EMSTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PRUPOSED COBBLESTONE WALKWAYS
PROPOSED CONCRETE
EX. IRON PIPE
a
EX. CONC. MON.
0
EX. IRON ROD
A
EX. PK NAIL
EX. LIGHT POLE
mi
EX. UTILITY POLE
t- X. TEL. PEDESTAL
EX. CABLE PEDESTAL
EX. FLAG POLE
EX. WATER METER
.� % a €�.w i to ° ' ! ':
. . ....... ......
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7 ..........................
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'al . . . . . .
v. . . . . . . . . . . . . . . . . .
. 40 8.5' LOT 7 _'R UI I ... L' ' .. ... ... I ..
p JT 4.5'
5V 6AR 6REEK
O-C E, 5L 217)
XIF GRAPHIC SCALE
TOW OF NAC75 HEAD 30 0 15 30 so
0B 14m, F61tI
po. wx ql
MWS NSW, W, 274W
IN FEET
I inch = 30 ft.
BEFORE YOU DIG I
-4-
CAU TOLL WE
ORTH-CAROLINA
EX. FIRE HYDRANT
EX. WATER VALVE
PROPOSED CURB AND GUTTER
PROPOSED D.I.
PROPOSED STORM PIPE
PROPOSED RIP -RAP
PROPOSED SWALE
PROPOSED FIRE HYDRANT
---
EXISTING CONTOUR
--9J1--
PROPOSED CONTOUR
Qo
_�o
EXISTING SPOT GRADE
9.0
PROPOSED SPOT GRADE
4-
PROPOSED FLOW ARROW
ow ®
DRAINAGE DIVIDE
NOTE:
THE DATA GWEN ON THESE PLAINS IS BELIEVED
TO IRE ACCURATE, BUT THE ACCUMACY 1$ NOT
GUARAMIrED. TK CONTRACtOR IS RESPIONSWU
FOR VERWYM ALL LEVELS, LOCAT110W TYPES,
AND Dilli"$10M Of THE EXIST UTUJTWS
PRW TO CONSINUCTION. IF A DISCREPANCY
IS FMM,. WOW "U CEASE AND 11W ENOWER
NOTIFIED. WORK MAY CONTINUE UPON &WINEERS
NOTICE TO PROCEED.
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L06101 I
DCSKNW BY
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IAA0 BY
W
CHE= BY
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ISM DAIS
8/30/06
SHEET NO.
OF 17 SHEETS
7- _T
-T- 7: 'r.r Z7' f To -oF7 ),I
si, Ll
o

, L
SQIL EMMN & MIMENTAMN
CONML PIMAN NO
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) AREA TO BE DISTURBED: ±129,504 sq.ft. - ±2.97 cc.
b.) ALL DISTURBED AREAS SHALL K PERMANENTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DiSTURONG ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD. AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S ON THIS SHEET).
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL ON EROSION CONTROL DETAIL SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
1) OBTA4N PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN / INSTALL INFILTRATION BASIN TO GRADE.
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AMR HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
8) ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF INFILTRATION
BASIN CLEAN IMAQW TO ESTABLISH MMAI f-ID&M AND cTmaii 7r gnir SLOPES
do = PIPE DiA
010111111111�
10* (typicaf)
14' (OUITLET#1 ONLY)
Cl-(
PLAN
CLASS A NCDOT
EIROSMN CONTROL STONE
1. 5' DEEP
Yap
CLASS A NCDOT
EROSION CONTROL STONE 10
4 &
SEE APPROPRIATE OUTLET DETAIL FOR DIMENSIONS ter blanket
A filter blanket or filter fabric should be
installed between the riprop and soil foundation.
TALL
.RIP- of
DE
L
LOT to;
NIP
5. 1q.q4'OF LOT q NORMA VEW COWO CRaP
% DLK. Iq
V, � i, I
LEM
TURF5 Tc�E
IJ0 (60' " kvvvRov*
------ l5g
z
03 0 00
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2 a
ILI_
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p ' h/
LLJ
ILL,
71 LU
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THIS OE �UET
7-
__-/ r \ LINE AS SCALED FROM
PRELIMINARY FIRM ZONE MAP
00TAINED IN MZCIROM
P314MAIL FROM CAM"
KASTEN A*CW*CTS. 0 00
L
01' 1 a E313
WETLANDS
AREA - *SM407
*1.50 ACRES OkJAZT#2 * 6.5.
51MCAMAL WALL)
(A A
S TQA4E
U. , SILT BARRIER FENCE SHOULD BE LOCATED TO PREVENT
INFILTRATION OF FINES OF SEDIMENT INTO THE INLET
BOX, IF BACKFILL OPERATIONS HAVE NOT BEEN PERFORMED,
THE SILT BARRIER FENCE SHALL BE LOCATED OUTSIDE THE
AREA EXCAVATED FOR INLET BOX.
A SILT BARRIER FENCE
r FINISHED GRADE
24" 0 GRADE
�7 . . . .. . . .
F-iFIVCE
,0
INLET GRATE ."t!CONCRETE TOP UNIT
L
CONCRETE INLET Box
(SEE APPROPRIATE DETAIL SHEET)
1-4 ALTIOM TC ION _T
EENCE, FO vrr ;1!QTJ
ENTRAN"l-maT j)E R JWZ 1! 01"
_vr B QN
N.T.S N.T.S
0 z
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(SEE DETAIL THIS
SHEET)
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d; PROPOSED
LSS A' EROSION
SURVEY INFORMATION BY:
&abmd Wrreft & Phnim I.
103 WEST WOODHILL DRIVE P.O. BOX 58
NAGS HEAD, N.C. 27959 252-480-9998
DRAWING FILE- PG50 I I -S"BASE.d
PLOT I[M: DATE: 8/25/2004 1111A AM SCALE: 0.3$M3
CONMOL STi
TW DATA OWN ON THEN PLANS IS KID (4
TO K A=6144T-E, OUT THE ACCL*WY IS NOT
GUAPANr=. THE CONM4CTUR IS RESPOMSHU
FOR VTANIYM ALL LE W- LS, LOr A"TIM., TIMM AND 0111111*NVOKS OF W EXIST M UT
PRW TO CONSTRIXTM. F A DISCROMANCY
IS FOUM, WORK SHALL CEASE AND 7W ENSWER
NOTIFIED. WORK MAY COMMM UPON ENOMWERS
16
FA
017
(ASPW T)
Par
-LEGEND
;W
..,t " .. t— ::--- — z — —
N' Z�
­�4
L
EXISTING ASPHALT PAVEMENT
Nil?
L
PROPOSED ASPHALT PAVEMENT
— — — — — — — — — — — — — — .. .. ... ..
L
PROPOSED COBBLESTONE WALKWAYS
SUGARCMEK NORTH
(NOT A PART OF THIS PLAN SU)
N
PROPOSED CONCRETE
EX. IRON PIPE
t,
EX. CONC. M
_._6.1,-N
ON
�0
"y&
_mn
2
2 4
R-R-DTII& EX. IRON ROD
?g
A EX. PK NAIL
PLANS FOR GRAY EAGLE SST.
........
IMPROVIOEN" TO BE SvWTTE 1) ........ .. EX. LIGHT POLE
UNMA SEPARATE COVEW.
CO-),
SHO" FOR ILLUSTRATIVE EX. UTILITY POLE
SILT D ONLY .. ... ... ...
-4
[Z] EX. TEL. PEDESTAL
.. ... .. ..........
EX. CABLE PEDESTAL
EX. FLAG POLE
X,
7 L 7,0.�-v EX. WATER METIER
PROPOSED SIGN IN COMPL)ANCE
jI.
....... ... ... EX. FIRE HYDRANT
]WITH ARTICLE Vill (SIGNS AND ... .. ... ..
OUTDOOR ADVLRTISINGS I......
STRUCTURES) OF THE NAGS
jPkAffF Hdhn ZONING OROtNANCE EX. WATER VALVE
PROPOSED CURB AM GUTTER
S(NO GUTTER) ILT Ih. PROPOSED 6 CURID v
PROPOSED CURB & SPILL GUTTER
...... WITH TRANSIMONS
PROPOSED D.I.
— — -— — — — — — — — — — — — — — —
— — — —
PROPOSED STORM PIPE
Jbz
PROPOSED RIP -RAP
— — — — — -- — — — — — — — — — — — — — — — — — - j, PROPOSED STORM MANHOLE
PROPOSED SWALE
... . . ... PROPOSED FIRE HYDRANT
Z,
. .. .... .. ... ...
T (S) PROPOSED SANITARY SEWER MANHOLE
. ... ......
EXISTING CONTOUR
PROPOSED CONTOUR
4 PROPOSED SILT FENCE
T PROPOSED INLET PROTECTION
Liz.. .. ...
> .. ... ...
....... PROPOSED LIMITS OF DISTURBANCE
...... ....
.. ..........
4 1 ......
— — — — — — — — — —
�4 SYNTHETIC FILTER FABRIC(TYP)
SPA
12-
- �_Ix
k
-NIL-
Qb
T
191 PROPOSM V q
PROIMTION
INLET
LOT 5 (TYPCAL)
?UC7AR CREEK
OPC E, 55L 27V Hipm YOU m I COMWTED FILL TRrNCH
t#F GRAPHIC SCALE 4- WIDE x 8- DEEP
TOWN OF NA65 HEAL) 30 0 Is 30 00 CALL TOLL FREE
(DB 14816 F'6 301) 6J2 4040 SILI M'"'L" DETAIL
RaWw-m rd
U455 A15i7 W 27C4
N.T.S
IN FM ONE CALL I
1 itch - 30 ft. L_
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"I
P06011
DESIGM BY
JJA
DRAW By
TAS
CHEOV BY
JJA
ISSM DATE
8/30/06
SHEET NO.
L_Qu. 17 SHEETS
77 V, — — j
-7 7� 7777 7 7 VTF
it!41 i ,A,
y 7,�

GRAVEL OR COMPACTED
SAND BACKFILL
CAP TRENCH WITH 6" TOPSOIL
OR STA14DAM PAVEMEIRT SECTION
F,
PIPE TO BE LINED MATH
FILTER FABRIC SLEEVE
TO PREVENT INFIL.TRA71CN OF
SEDIMENTS INTO PIPE
NTS
24"SQ. K 6" THICK
CONC. PAD FLUSH
WITH GRADE
HDPe CPP PIPIT
CORRUGATED
PIPE RATED
CLEAN OUT INSTALLED
FLUSH W/ CONCRETE
e • �' d
4
°r• a ..•® . '
• 4
+ e . • INUNE CLEAN OUT
COMSKATKTN 'Y' AND
1/8 mm
END OF LINE - CLEAR
OUT LONG SWEEP QT'R
BEND
X.T.S.
1. CLEAN OUTS INSTALLED OUTSIDE BUILDING AND FLUSH WITH MADE
SHALL BE INSTALLED FLUSH MATH# 24"x2exV THICK CONCRETE PAD.
CLEAN OUTS SHALL 13E 45W 58100-22-Y. ZURN ZN-143D-OP-NL.
OR J.R. SMITH 4293 SEES.
2. CLEAN OUTS RWAUJW OUTSIDE OF BUILDING AND IN S$ EWALKS SHALL
HAVE ADJUSTABLE CAST NIOMN BODY MATH CAST BRASS PUJO. LEAD SEAL
AND SQUARE IBCI. EEL BRONZE TOP WITH WeWM 71GHT GASKEW COVER.
CLEAN OUTS $HALL BE Zt*N 211-1400-T. JOSAM 56020 OR J.R. SMITId 4040.
4"x3" DOWNSPOUT
SEE ARCHITECTURAL
DRAWAINGS
CAST IRON BOOT
J.R. $MITN CO.
#v186-12
ANCHOR TO BRICK
VENEER
� L ' 4 PVC ROOF MAIN "
TURAL
x m�T
ti' w COMPACTEDa.3
4"--45-
SCH 40 PVC ROOF DRAW--.-'
COLLECTION LIME, SIZE � CONNECT TO 3" PVC ROOF DRAIN
VARIES SEE SHEET CO2. (SEE ARCHITECTURAL PLANS
FOR CONTI6IATION)
SC"
40 P
rt AVC125 E
SCH 40 PVC ROOF DRAIN
COLLECTION LINE, SIZE
VARIES SEE SHEET CO2.
FLOW
CJ.EAN OUT -
(REM O MATTE)
i Lj! 1
INV. ELEV. 6-5
ADS NYLOPLAST DROP -IN GRATE
OVERFLOW ELEV, O 8.5'
„
12"0 ADS N-12 HDPa PIPE
12"0 W BEND ADS N-12 HDPe
HIGH SLUMP CONCRETE
4'
10
PSI CONCRETE
BOTTOM BANK O 5.5'
✓
12"0 ACTS N-12 HD�e
��E
N.T.S
WP OF CGVW
BOTTOM OF COMM
EAST JORDAN IRON WORKS, INC.
MANHOLE FRAME AND CCTVEIt -
W STORIM SEMER
I TED ON T14E LED
3" GRID MADE WITH #4 BARS
(TYPICAL)
SPOT MELD RI
COVER AT ALL
LOCATIONS 044E ELAN
OUTLET GRATE MEABERS
CROSS
4=W.OSED GROUND
/4 BARS 3' O.C.
TRUUWALL
�SEA*CTRAL1iRIJI
ADS. IKC., 12". N-12 PIPE
AL WALL, SM00714 INIEFUM
OCIFHR1dGAT£D EXTERIOR HIGH
INV, O 6.50'
DENSITY POLYETHYLENE PIPE
CONCRETE PAD
EAST JORDAN IRON WORKS, INC. MUMOLE
Sr..a�
FRAME AND COVER - V-1384 W/ STORM
SEWER IMPRINTED ON THE LTD
GRROUT GIFENINGS WITH
WATER TIGHT SEALANT R�8_$0'
DESIGN OF WEIR BOX
(TYPICAL)
BY OTHERS
BY OTHERS
TOP O 8.17' ADS. INC., 24", I-12 PIPE
DUAL WALL, SMOOTH WIE€RIOR,
CORRUGATED DIMOR
GROUTMATH 2q• i
OPENNGS
HIGH DENSITY POLYETHYLENE
WATERTIGHT SEALANT
PIPE WITH FI-&W END SECTION
(TYPICAL) WEIR BAFFLE WALL
e
INV. O 6.50'
ORD. 0 7.0'
A
N 1
•' '
pi
44
Y IN O 4.50'r'. , , INV. OUT O 4.50'
ADS INC.. 24° N 12 INV. BASINO 4.30
DUAL SMOOTH hH FEIIyOR
..�
CORRUGATED EXTERIOR EHI1F1
:4 i' as
DENSITY P)3 "V pW
s 7 1
r
1
� .CEQla YM
Dw►WM FILE: Pool t--30UTrlfWML3.dw
PLOT INFO: MW_- SIU12ON 3:26 SCALE: 1 ■ a 1"
i�ELTFdt FABRIC
too :0Y
BYPASS OVERFLOW TO
W-OCTATED 'FILTER
AREA
SWALE TOME SEEDED
IN ACCORDANCE VATH
GENERAL $MNG
SPECIFICATIONS
NFILTRATION AREA
SIDEWALL SIDE SLOPE
O 3:1
5€ED INFR.TRATION BAA54N
/ AS PER THE WIE RAL
SEECI O SPECIFICATION
ADS, R#C.. 24"• N-12 PIPE
FILIAL WALL. SMOOTH INTERIOR.
GROUT OPEN*GS MATH
WATER TIGHT SEALANT
(TYPICAL)
INFLOW FROM
D.L#4 DR"
do
STCMRMWATER
I i@K
ESTABLISH NEW DITCH INVERT
-ONV TV-0
INFILTRATION AREA
V
EAST- JORDAN ERiMH WOWS. KC.
MANHOLE FRAME AND COVER - V-IM4
W/ STORM SEWER IMPUTED ON THE
LID
STRUCTURAL DESi6N OF WEIR BOX RIM-&80'
Rwas.80'
BY OTHERS
T:_��
TOP
.
. a
O 7:D'
GI
W17R BAFFLE WA"
GROUT IMfTk.> INV. 0 4.5v
y y�
WATER TIGHT SEALAMHT ,..
� '*
(TYP'ICAL)
f; r
INFLOV FROM
x
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y
k
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' °� =e
e
ATEiT F1lR
EXMTM GRADE
NFIL.TRATM AREA
SiDEWALL SIDE SLOPE
O 3:i
ELEVATIONS VARY (SEE
PLANS FOR CONTOUR
ELEVATION INFORMATION)
BRICK COPING
• a•' r• a r •:a
B'
�'C71 !T7
acs� s.a
FLAN
SECTION Y Y
PLAN
WITH COPING REMOVED
24` SNARE GRATE
FRAME dt GRATE:
EAST JORDAN
4"x8"06" I" WOWS
DUD BLOCK 5250 CATCH .BASIN
(TYPICAL) IN ET GRATE dt FRAME
( BASE "� m CCXJCRE FE EA SE' e
SECTION X—X SECTION Y—Y
NC DOT 840.15
24" SQUARE (MATE
FRAME do GRATE_•
EAST "DAN IRON WORKS
6250 CATCH BA�SIN
INLET GRATE & FRAME
REQUIRED FOR DROP INLET
IN ASPHALT
EXPANSION JOINT
EXPANSION :CUR8
SED GUTTER LINE
�3. INLET DETAIL
NORMAL CURB AND GUTTER ON LIGHT GRADES
HEIGHT OF BOXES VARY
SEE DRAWING SKEET C3
2'--11 3/4"
3/4'
P
ALIGN FRAME WITH IN3IX WALL SECTION n P
EDGE OF WALL TO AU OW N
FOR VERTICAL ADJUS'MENT R
SECTION B—B n
A A 1 N
J 2 1/8"- - -- 2 I/8"
$ 2'-0- 6 N
"`�� "� SECTION L-L SECTION M-M
" 1 3f8"
3 c
� 3•_p T m \
PLAN
I
FRAME, GRATE, AND HOOD ASSEMBLY K
L M }°' SECTION P—P SECTION N—N
SECTION A—L J L ICI 3/4"
FRAME PLAN
�3'-4 7/H'—�j 1/2"
3" RAD.
en y, Fi' 6
N
1 1/2" 2'-0' B , 1 1/2" ` o
CA
_
i
s
3 4"
.� 3/q• � 4-
13"
6
. Y
3 -4
_ -'
R SECTION R R
1 3 3 i 2'
%1
2'-11 1 "
1 .1
6 ul
SECTION -E K
7"
HOOD ELEVATION
N
F2M; STD
JETS
(REOMM FOR ©ROP k4LET W CUM dt GUTIM)
Z 5:
k
Z "A
N
'
cn
x
a
n Q
Es
084
* —
Q
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•
0 Z
Qi
w
Lam`! W
1�
s > r l� �Oo
lam. 1
COPING
UT
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° a
CL a
11
�Y
MAN BY
TAS
Bl'
JJA
ISSIX DAZE
SHEET NO.
OF 17 SHEETS
i
r I
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