SW7070606_APPROVED PLANS_20091214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW '7(2
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z�4
YYYYM M D D

REQUIRESE
I EXISTING BUILDING W.R.S. aI. \ FROM W.R.S. ASEMENT' x _ 50' MIN. BERM TABLE
3Q { 10 E rtLU ED I.V.5B/1A m 30' a le
3 INV. _1- (OPTIONAL)
?o• PROPOSED MH 1)2, CB TING x / EXIST.
ooslA■ V.= 14.5 X _ps CULVERT PAVEMENT
`� % / NypuINT RIM EN 7.54 1ic� 1I0 m HpPE REMpVEO h
Q / I INV =_ 7,44 00SWG C ` � \. , xH Tp BE
EXISTING MH #18 a.�„
RIM EVEV.= 14.8' ®� I INV. OUT o.1e0 a" UKFL
INV. IN = 4.28 TLIS R■ aRe O DI
= 4.18' 17IAwI• a � BB01- Pvc 55 s 0 � - LOT 1 /
INV. OUT 57AT 6+22.`+0 FILTER CLOTH 6 MIN. PIPE AS NECESSARY
(� r STAT 0+74.51 57AT 5+21 I (R) 20.0' LOT 6 CB-t4 I LKx - 07
�7 +i NEW PAVEMENT BEGINS (R) 20.0' _ 0 RRp PR
+ E
/ { PROPOSED MH M22 - I RIM 14.T INV®.30' ynnwx 21Y- 15 a1 " BA
% �s x
PROPOSED MH o aAe t /uTN1FW _ axaK
RIM EVEV.s 14.4' LOT 8 RIM EVEV 6 048 LOT 7 RIM m 14.9 INV.= 8.96' _ o x
� � / SIDE ELEVATION
u� Rt 1 INV. IN 4.94' INV. IN = = g•00' _ - EXISTING GROUND
4.84' { INV. OUT 5.94' INV. ... _
OUT= .. _----- ... _ _ �• 1s' Ixp a atX �.
FL 1 14 o X
^ �1
9•30� XISTING FARM 101T E.FlLLED
"_ FL 4.10 r,..
_ .4 '0 °"oPa"fl° COMM RCIAL DRIVE a2s x tz.i ^QQ to RGP a OLDS �-
-_ . - - -- 325'- - _
�,...�'�•25 B" P SS.O S1w 25 E 3p RCP 0 0.0% it FIa►0� A■F•NMx _. - EAR CB-15
MIN
N , �.
PVC 55 O 0.4X D o R , cas isc io' cAs T � MIN. MIN.
O 0.1% 3 PAVEMENT
Azt 00 �26'- 15' RCP u .. _ _. �- . - " $
S.
a 8 x CB- _ nUTY EASEMENdNENT.-.-- NT Y.
FL L ®.00 te /+ `P� 0
x V
- -x + /. MINIMUM 6• - #5 STONE O 0.1E
4Gi PRaO�D_-�� W so FJ1 59'- � �p SECl10H`'� -� rn
o ` • ��� 0 STATION 5+00 w/
PROPOSED MH jjZB INSTALL I- r �� � COURSE AGGREGATE PLAN VIEW
�� x x pB_11 " RIM EVEV•m 14. HYDRANT ASSY• /� \\ x LOT 2 x ��O . ^ \ ` - tee- /
M1BA1Y EAfamwon IN OUT = // // �� m I 115.760 S.F. .m P
REMOVE EXISTING tOx 2�90 x x� L1 ���. / CONSTRUCTION ENTRANCE
REDUCER & 2" BLOW• 1Q"x 8" x LOT 3 tr 266 x /
418'- 10" C-900 INSTALL I& APPROX. Y 1 MAXM" 70% MPERNOUS �4. ' / \5 NOT TO SCALE
INSTALL ' o REDUC 8" C-900 yIL m I i r< W
874 - a PROPOSED MH25 AREA 81.032 S.F. �v} /
z ILVEV.= 14.8 "
�W ��7 m ,13 / + /
" x o r I I I'lo' W I RIM
^ ' x INV. IN X x ,
x I I Ia INV. OUT = 8.03 2 SP 12.5
MH 1F27 x o{ � / .;,�. .•.',. ..�,,..; 1" SP 95
PROPOSED 14.4 ' m 5.90' t- Jq I I • I
RIM EVEV.- INV. OUT • t o X +
INV. OUT = 5.18 LINE SCALE WITH B SIN D Y a x o
BMP VEGETATION PLANTING NOTES: I LOT 4 CLASS 2 RF�RIC ®I © N / / / 8" ABC STONE COMPACTED
FILTER I��y " I I I x + / / TO 98X STANDARD PROCTER
1. AQUATIC BENCH TO BE PLANTED IN THE SPRING ACCORDING I 91.S7M S.F. hDN� / i z
TO DETAIL AND TABLE PROVIDED BELOW. PORIIM OF 2.10 AC. x / f, F
SLOPE
x MA)06WM 70X MAPEt1N0US LINFO EB 11 Y WTM a R Fay' NOTE:
2. PLANT MATERIAL MAY BE AVAILABLE FROM LOCAL 13,351 S F. N AREA N 106 S F. g IPRAP / / // w ��pQ� / TEMPORARY GROUND COVER MUST BE ESTABLISHED ON ALL
WETLAND AREAS AND DITCHES. THE CONTRACTOR 0.35 AC. CLASS FABRIC EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALIENDER TYPICAL PAVEMENT SECTION
SHALL VERIFY NTH THE LOCAL OFFICE OF COASTAL MA)OMLNA 70)r MIPERMOUS W� FlLTE1i ' D� . DAYS WHICHEVER IS SHORTER FOLLOWING COMPLETION OF ANY N.T.S.
S.F.REA MANAGEMENT WHETHER OR NOT A PERMIT IS AREA --%aft S.' I x If I I I / yN / / PHASE OF GRADING.
REQUIRED TO TAKE PLANTS FROM THESE AREAS. 10744 ' EXISTING FARM DITCH TO BE FILLED / • PERMANENT GROUND COVER IS REQUIRED WITHIN 15 WORKING
{ DAYS OR 90 CALENDER DAYS (WHICHEVER IS SHORTER) 2) t/4'x 2- FLAT
3. APPROPRIATE TRANSPLANTING OR PLANTING METHODS a �/ • / FOLLOWING COMPLETION OF CONSTRUCTION. WELDED TO
~ SHALL BE DETERMINED ACCORDINGLY. (PRIOR TO DIGGING, THE . I �` x / / j � OF TEX AT
W TOPS OF THE PLANTS SHOUTLD BE CUT OFF TO A HEIGHT OF N I ` ^ Q+6 I ' ' /' / / �Q
4-6 INCHES. CUT OR DIG PLUGS APPROX. 4" SQUARE MAKING ? LOT 4 & 5 WALL BE FILLED TO rn x v�i r / /i fLP NOTCH te• CAM CMP GUARD
" ~ X INTO 12' CAM OMP TEE SECTION
SURE TO GET FULL ROOT DEPTH. THIS PROCESS SHOULD AN AVERAGE ELEVATION OF 13.0' ' z' a / PROVIDE 3/4 ras EXPANDED METAL GRATING. Nor DIPPED
' O -i /- P RA / SS OF bum SECTION F TRASH STEEL
AND
WELD OR INVERT ELEV.- SILO°
� IMPROVE THE SURVIVAL RATE OF MOST PLANTS.) x x `a , 1 \ \ P APR / / �p OR 4. THE SIDE SLOPES OF THE BMP SHALL BE SEEDED KITH A MIX f { = \ o` a 1 DISCS ETP1l OILS SHEE s t 1/z' aA a+sTCE FOR oRAwoawl
/ 8 MECHANICALLY FASTEN TO PIPE.
(h CONTAINING 20 LBS./AC. OF CENTIPED AND 200 LBS./AC. OF I x
00 FESCUE. ' p1TC'To BPIPE
°� JZ• 1OUARDD SECS
BMP PLANT SCHEDULE CMP
x EX15WNGi M ./� �! / EQ PLAN VIEW ` • `
�FJ
O
0
CLJ
�0
�� • \\ �'- J+-� �. x x - SILT FENCE
- CHECK DAM FRONT VIEW
15" GALV. CMP
w �� / 15'x15' GALV. CNP TEE PIPETO OUTLET
�� D17CH - CONSTFOICTION ENTRANCE RISER SECTION / \
NVIS�T 0 +�so
- ... _. -- - PROPOSED GRADE- EXISTING FARM
t 1/INV RT E�LEV.-9.GLA
x w/' !� �/ �1 S8 FRONDS 1/2 h35 STAINLESS
tD '� - ' ' BEGIN ♦ - EgSnNG SPOT ELEVATION STEEL EXPANDED METAL SCREEN
IS _ - CATCH BASIN NUMBER9.0
� • 'x .I' si _' s t CH tMPRO�NEN - 2WITHD C EMBEDDED G* THICK
TO MID SLAB /
s� /' ® -. JUNCTION BOX NUMBER \ /\\/\\/\\ ALONG POND BANK
" FLOW ARROW L'ia :4; :".':. `� // /�//�//�//�/ / \
OWNERS OF LOTS IN DRAINAGE AREA D ARE _ PROPOSED e- SIN. SEWER
PRavosm ✓Y WATERMAN\.�\.�\.
;' FOREBAY - Nw•( 1% RESPONSIBLE FOR MAINTAINANCE OF NOTE: ORIFICES INVERT M BE SIDE VIEW
i - �' - U.S.STORMWATER POND BASED ON A PRO-RATA - PROPOSED 5 B OF HORIZONTAL SIDEWALK ABOVE INVERT OF GUARDED RISER DETAILS
t_ - LWITS OF DRAINAGE AREA D
MAMr BASIN /� RATE PER SQUARE FEET OF LOT AREA.
.� 1" - 2'
Q " /EAST END WEST END
J
¢ :: 1 eo Tao' e.a Lao' e.o' Ta.s' Ta.s' cn Lao' z1.c e.a
I --I ' ' - .. ... • . ......:... . ::: EASEMENT EASEMENT ONVERV FLOI SPILLWAY IMaTFALL DITCH
. a sEcnaN uNE
z' BERM w 26.0'
XISTING
U F AY WIDTH
7y ---1-- ELEV a ' 1150-70' OVERFLOW SPILLWAY O Q1JG 8.0'
_ ... APPROX. EXISTING MADE O SECTION Lllff _
/ LEGEND 1 11 5'.. .. - .. . ' TET� POT-, J t
C7 AREA 1 - W- V BELOW PERMANENT POOL LEVEL R/p
71
U / AREA 2 - 0'- "' ABOVE PERMANENT POOL LEVEL G7 �- 0 &�PERdI P041-... _ .. _ ... _ �... _ ... - ... - ... ... - ... - ... -.. - ... - .. - . . _ ... - .. a_0' PERM. POOL _ ... ' es - 1S V. 9.
A � AREA 3 - 1.25'- 2-Y ABOVE PERMANENT POOL LEVEL 2S' 15.0' 15.0 30" CURB & CUTLER T Y, d 0 8
3 , 2.0' TOP OF (TYPICAL) 20 a t� 7.0 �' '� 7.LY T INV. OUT - SILO
BMP PLANTING DETAIL �'/` /' '/`•/' AauATIc BENCH/ 3 '
,._ ,�, , PLANTED W/ FRESH MARSH SPECIES Na LINE INNER SLOPE OF
5 SIDEWALK 34.0 FOC TO FOC 5' SWEWALK (SEE PLANTING SPEC THIS SHEET) FOREBAY 1WTH Ir CLASS B 1200 DISCHARGE CULVERT
zd eorraM ELEV.
„ " 2.0' BO770A ELEV. RIPRAP W/ FALTER FABRIC 20• TYP. F.E.S.
SECTION "A -A" CLASS 1 RIP RAP KITH
TYPICAL 2 LANE ROADWAY TYPE 2 FILTER FABRIC
SECTION "C-C". WET DETENTION BASIN AND FOREBAY "C" (NCDOT SPECS.)
A W
z z p
J Q=�' a0 �7 Nv p n C4 in to O n <' W T-
r} < w O (r m a. of of 'Na m N o a o eQi al. a � 3 T
U z Y 3 J J Hal WI ^ II A LW� W N In p� Oj W A A WL.,
Fa V VOD 00 007 OV'va W>> �oo� J= N L>r� 1tl0 01» JJ O
tJ I U > W m 00 - i z z 2 a < .. IL A A O V N1 ri z z O U_ a =
3= o z6=� Fm`m z aaw,�o}>w ao moo, D » m(y o 1T� -DTI
K '~J aOr�al '• N yW� w �� x II W izz zO-riN II u710 <0 to Tz I ILLS' I
p r�T A. II � 5z 9 � F H A 'f A 'LN, ip � LL, A I m<<Co x m 2 aC � M1 Y 2 1- 1 A r T•) TL►w 2 O � ID 1n C
Zly o V 7>? p w: . w J> f• p w w A Lox II, om 11 Z A "1' u- F LL A p a m Nn DISCHARGE RIP RAP APRON
e3 z 7 Z 0 0 N O O V! Z p v p O F ie iY w J N1yiy�1 11 lY O w p O
-� � F F In W O p er^ a ,0 w �� 010 W TOO W�� O U N 2 Np O W O z I O J> j } C=A W N LINE SPILLWAY 1Wni RIP RAP
I- N Nn o > > 0 3 ^ .. o z > > B m ui ui o ti ^^ 0 rn W O = (�) ELEVATIONS SHOWN REPRESENT
O O m>> Z U O_ O SPILLWAY AT SECTION LINE
3 O W wvKZZ a= ONaz Uvv m242 zz��� a V A ��Z !Q^' ON�ZZ > Ovv �Gij^0 W J,. 6
+ N N F n av -'ul Ln -� _ mi o D�� a..z-- W o iL
ND z N QO o -3- w a o N a,
E:
.4
3
F'a
O
0
W
-I
L7
Z
E--
10.0'
ul
0
4�
0
5.0'
LLJ U � °1
Cu
O_'
AREA
COMMON NAME
SCIENTIFIC NAME
PLANT HEIGHT
PLANT SPACING & QUANITY
MATURE HEK.YH
1
ARROW ARUM
Peltrandra Virginia
4 - 6"
STAGGER 16" APART
1 - 2'
800 REQUIRED
2
PURPLE SWITCHGRASS
Panicum vergatum
8 - 12'
STAGGER 16" APART
2 - 3'
"Shenandoah"
1.500 REQUIRED
3
Heavy Metal"SWATCHGRASS
Panicum vergatum
8 - 12"
STAGGER 16" APART
200 REQUIRED
3 - 4'
In
4! DATUM ELEV
U 0.00
0)
0
L
MwArA
i
,aL
T
H
t 3 _1t
15'0 CMP OUTLET CULVERT
n O�-FROM RISER BECEN NNING INVERT
+ PROVIDE FOP RAP APRON AT TOE OF SPILLWAY ELEK- 9.0'
DISCHARGE ELEV.- 9.0'
SECTION D-D OVERFLOW SPILLWAY DETAIL
(''-5)
REV. 1: 1/8/06 ADDED TAX MAP INFO., NORTH ARROW, SIDEWALKS ON BOTH SIDES OF STREET, REVISED STREET WIDTH & NAME,
RIVISED ROAD CROSS SECTION, REMOVED TURN AROUND, MADE WATER QUALITY POND ON SEPARATE LOT, ADDED SEWER
CROSSING TO DOLLAR TREE LOT, ADDED EXISTING GAS LINE, MOVED TYPICAL ROAD SECTION TO SHEET 2, NOTED REVISIONS.
10.0'
5.0'
0.0'
0+00 0+50 1+00 1+50 2+00 2+50 3+00
3+50 4+00 4+50
5+00 5+50
6+00 6+50 7+00
7+50 aroo 8+50 9+00 9+30 10+00 10+50 11+00 11+50
LEGEND
LEGEND
d
J
-PROPOSED FINISH GRADE O CL
COMMERCIAL
DRIVE
PROPOSED FINISH
GRADE
- APPROXIMATE EXISTING GRADE
GRADE
�EXISING
U
- PROPOSED FLOW LINE
SCALE
1"= 50' (HOR)
v
fOi
o �o
v
- PROPOSED TOP OF CURB 1"= 5' (VERT) V
i
i
, 1 _
I:0,, •I ,
COMMERCIAL DRIVE
BEET:
2 6
STATION 0+00 TO 11 +74.34
OF
ROADWAY, WATERLINE, GRAVTIY
SEWER & STORMWATER PLAN
PLAN & PROFILE
4pteil ll Seplj
,a•� CAr
TANGLEWOOD
ELIZABETH CITY, NORTH CAROLINA
nLR2'd ,E1 o �
$eo
/• "
SCALE:
DRAWN:
AOR
PPR
cADD FILE: Tw000cONMERa
1'-50'
KPO
CURRENT REVISION: t
�'• ,e�'Pz/
r yi
PROXCT NO:
DATE:
TWOOD
11 /10/06
REVISION
DATES
REV. 1
1 /8/06
E sou T ion
L" Dfft
'°
Gail 1100.0s Agormoxf
I
r-w 2W-26*%1=

EXISTING EXISTING THE SHOior 1 X
NOTE: ALL UTILITY SUPPLIES SHALL BE HYDRANT CATCH BASIN N.a 39, Pa 9
UNDERGROUND I EXISTING CURRENT ZONNa G6 EXISTING I
I
CATCH BASIN CATCH BASIN
CALL ULOCO TO LOCATE UTILITIES J
BEFORE YOU DIG 1-800-632-4949 uReNc TO BE I
REMOVED FOR
NEW ENTRANCE EXISTING I I • ii VICINITY MAP
""�' `00tl
TANcxEWDOD SECTION 1. PHASE I ELECTRIC TRANS. '
LOT 6
CURRENT zoNlNx ce . - . - . - - - EXISTING MH.3 - - - - - - - - - - X /
- _ i
-- --- -- -- -- -- _ --- - _ -
- - T_
EXISTING 5' CONCRETE SIDEWALK
EXISTING 8" PVC SAN. SEWER
i
EXISTING
2 5WATEUTEXISTING
XISTING 15" RCP ELECTRIC TRANS. EXISTING 15" RCP
W 1 �/[T I
COMMEF�CDR1VC_oTANGt£WOOD SECTION,, PNiASE , - -I---- JALT o ,n 8 .. CURRENT ZONING: w
o (60' PUBLIC R/W) g o /INSTALL 1- 8"x 8" TEE EXISTING 18" RCP ^v EXISTING X J /
EXISTING 30" RCP STORM SEWER 1- 8" GATE VALVE
CB-13 P STORM SEWER CB-t5
ROPOSED 34'- 24" RCP 0 0.1%
INV. IN 9.00' _ 614
T.M. 56/4A
TANGLEWOOD
EXISTING 18 RC
INV. IN=9.00' - - ---_ _ "' // .•
EXISTING 8" PVC WATERMAN
X
5 RAD - - -- " - - k - - - - - - - 557.44' S - 15" RCP ®O.i% ti O /T - �1 /
N10'4O 25 W 2
T '% EXISTING - - q EXISTING GAS LINE -� '�` - �/ hj
. �`• .' � 15' LANDSCAPE BUFFER EXISTING ,N.. B
ENTRANCE J R.P.Z. VpLVF & \ ® �^
e CKFLOW RE TER X ENTRANCE INV.OUT = 9.0 XLS
10'x 35' SITE FL 14.48 ENCLOSURE ��
_ - - - - - - - - - - - - - - - - - E
TRIANGLE - - R1-1 - - I - - - - -' '- - - - - - �� - 0.4% a4E FL 14.00 FL 14.19 HYDR�N�
TYPICAL FL 14.58 I FL 14.08 1 ass 0.4% FL 14.22 FL 14. 6 0.4% FL 4.50 R7-1 FL 1 .54 '
(TYPICAL) 1 FL 14.22 FL 14. 9 /
\ \ i HP I 12" WATER CB A lac 2' CUB & G TTER M - 30' ENER U jLIY EAS MENT 1a0' FL 14.08 - - - - -
SERVICE $ 4 0 _ 30, U LITY E SEME T (T IC L) ° N n 0 ^ _ m o x N
a N M n .- 47- h QT- -'uT h �' �_ '-�' 10. /
\ 0 ^ IN aU = 9. 3'`� N - fv°- N 0) <o 0-'x4T35' SITE +r /
FL 14.36 1 �? -10.0 FL 4.57 4 a 4•R FL 14.62 TRIANGLE rR o°
I SEE DETAIL I (TVP.) (TYP.) / tac /
( x (TYPICAL) FL 14.10 �J
\ jt�21
0.5% SHEET 3 OF 4 w PROPOSED ASPHALT � 4 n TYPICAL PROPOSED ASPHALT 74.28 I \� X^ / ' LEGEND
PROPOSED 5' CONCRETE SIDEWALK a e 2Tc 1 1 _ 2�•0 PROPOSED ASPHALT to (TYP.)I o p ) 24.c ° PROPOSED MH. 2 d' $� 14.29 . x 12.6 EXISTING SPOT ELEVATION
w FU 14.30 n EXISTING MH. 25 a< RIM EVEV.= 74.8 rR c
H 0 _ RIM EVEV.= 14.8' m PARKING BUMPERS rl (TW.) WR FL 14.36 /
\ I J FL 4. 8 14.44 0 d INV. OUT = 8.67 co (TY'P.) /.
W \ INV. IN = 8.13' FL 14.31 zT:` 14.22 / 15.35 -PROPOSED FINISH GRADE
w I a R w (SEE DETAIL EET 3)
H I v /( 14.62 INV. OUT = 8.03' d ( )
\ \ \ i a Lu 1 I (T'v) ®o / / DI-1 -PROPOSED DROP INLET
c 7 <c 0 14.26
!IL n Z I 10.0' n i 1 o N "1 a mat c0 m o N M '� e0' n rn o! d ASPHALT �o p,. / Gj• ,.
r., n1 M eA n n ^i^D n eo' ,.� a v �. „ �, d. ,,. a ,��N %cj CB -A - PROPOSED CATCH BASIN
CD \ ' ' ¢ FL 14.58 0 1 � k a0'
} v rn 74.85 14.85 160' 8" P C SS 0.4 14.85 } 2e.c / • �}� -PROPOSED 3/4 WATER SERVICE
14.85
1 ("' iv, I I 14.85 p o 0 0 0 0 0 o ao -PROPOSED 6" SEWER LATERIAL
I a II o I tao� I o e o e - -7 , CCESS! E 75.35 ^ .19 - FL 14.59 FL 14.36 �c y'
M15�.45
AccE.PROPOSED 10' CONCRETE SIDEW 15.35 ARKINc aa+ t:t2 5''1: aa: - PROPOSED 15" RCP STORMWATER
j 14.62 15.77 vARIONc SIGN 1:12 5' 1:12, o 55.45 "iFU 14. 0 I LosM , COVERED COVERED COVETIED - X _ EXISTING CITY LIMITS
_ HP Io J 14.67 m Mj m �.3 ����,1-�� �Y� 22' n u7-- } \^ d•
o ` � aoL 117.58' ML O Go 1.0% n lac 19.c ` / Py - - - - - - EXISTING UTILITY EASEMENT
N p z z 1 I 96' ro ROPOSED 6" vi n O/ `� - - - - - - - - - - - - EXISTING ELECTRIC EASEMENT
z a r, ROPOSED 6 PROPOSED 6" N `� :I ti
O JO ( I ¢ I zaa I �b `N I$ I zac S.S. 0 0.6% X wS.S. ®0.6% �-
ch ( n o I w 1 S.S. ®0.6% arm ac 0 65
n
� a I I o I I Ia FL 14.48 I n I INV. 9�^ 3 w 1UJI,600 s .ft. 20.a e / 1. DEVELOPER & OWNER:
J I I I o - I DI-1 h N N® 14.48 /i!/� / i �O TANGLEWOOD DEVELOPMENT. L.L.C.
14.3 LL�1 UNIT 2 v / �/ G 1268 U.S. 17 SOUTH
3 O 0.5 I N J_`' UNIT 1 ' - n FF.� / ELIZABETH CITY, N.C.27909
w�I w 3,822 s ft. 9,995 sq.ft. HVAc UNIT W Q T� / , /
v Lu�� w z4.o q w SEE UNT PLA"cAnars A u 3 / ^ �' �G 252-335-4887
pq F to.c a7 w lac
� I ( MI I z j o� FL 14.44 - �iS _ W X ca ^ d� 1 / ��xg� / 3. ZONING: GENERAL BUSINESS
1 00 _ m n N 14 50 3. USE: CURRENTLY ADRICULTURAL
I) V \; F = Orr 4 TOTAL LOT AREA: 110,165 SQ. Fr. (2.65 ACRES)
rn W
W I I I yI I I~ ems* ^ �w �, LJ 35PN oW z DOLLAR TREE SHOPS UJIM N 14.67 OP�i/�� �L /' ,' / 5 P5 425 S.F/ D_ RETASPACESINESS00 S.F.
LAJ X 8"- 45' ELBOW i�l 14.40 � m 8 a Y /
w lac FL 14.64 cto oa I �z°J PROPOSED BLDG. OL 14.61 Q / / PARKING PROVIDED: 77 SPACES (4 HANDICAP SPACES)
ui o FL 14.46 O CO
HP ® o w � HVAc UNIT 31 � a 15 420 S.F. / -
I 3 °; I ASPHALT O to ? a FOR CAcAUNIT noNS 5 °'� F.F.E.= 15.5' a p��// .' ` 6 BUILDINGS FOOTPRINT - 15,425 S.F.
Q % U PROPOSED I 1�14.70 i o p a W v n g '? ��/ / , ' / VEHICULAR AREA = 53,240 S.F.
J / I HYDRANT ASSY. FLI14.50 M -�8a z� 3/4" LINE j / CONCRETE SIDEWALK & DUMP. PAD = 3,850 S.F.
/ I - . r� / TOTAL IMPERVIOUS 72,515 S.F.
C7 ! osx n _ ` W/ 5/8 METER
3 / p +' p� 7. PERCENT OF COVERAGE = 65.8%
/ M x 15.0 /� / / Ply , �O / 8. DISTURBED AREA = 110,165 SO. FT. (2.53 ACRES)
W / / h I I x'' N / • G�� / 9. SURVEYING DONE BY NORTHEASTERN SURVEYING &
/ /X I I I th / 3 117.58' \15 / �F ' PAUL TOTI SURVEYING.
10.0' H I I" 15.00 °` /��Oe/10. SUBJECT PROPERTY IS IN FLOOD ZONEJIM?
15.00 1500 51.6' S�' MAP# 3720798200J EFFECTIVE 1%/06
clq
zz I 14,80 , aq , / 11. PROJECT IS IN THE HALSTEAD BLVD. EXTENSION OVERLAY DISTRICT.
/ W J I I 8"- 90' ELBOW EL
0 / w 6"- 45' El
w IBOW (I(1 12'x 70' LOADING ZONE PROPOSED CONCRETE i \ o Q , / 12. SUBJECT PROPERTY IS ON TAX MAP P56 LOT 6
l� 13. BUILDING SETBACKS: FRONT - 20
/ REAR - 15'
DI-2 --•- 74.90 � i •
Q �I �
I 14. USE STANDARD TRAFFIC CONTROL SIGNS FROM M.U.T.C.D.
3 t HEAVY DUTY ASPHALT 1 W i ( 14'6 / 15. FOR PROPOSED OFF -SITE IMPROVEMENTS REFER TO PRELIMINARY PLAT
-0 I O I INV.= 9.24' 12'x 70' LOADING ZONE
1 74.88 FOR TANGLEWOOD SECTION t, PHASE 1.
I SEE DETAIL /
16. THIS PROPERTY FRONTS COMMERCIAL DRIVE. FOR INFORMATION WITHIN
1 RP I w I SHEET 2 OF 3) 0 74.86 / / RIGHT-OF-WAY REFER TO COMMERCIAL DRIVE ROADWAY AND UTILITY PLANS.
s 1 III X ALSO MATCH BUILDING
*0i N/
3 I N I I w I I 14.84 �� Q\SG/ / REV. 1: 1/8/07- REVISED NORTH & SOUTH ENTRANCES TO HAVE 100' STACKING LENGTH, ADDED NORTH ARROW &
Ln I I 1 N 1 (5) 1O'x 10 CONCRETE 14.65 / / �\ GRAPHIC SCALE, MISC. NOTES, MOVED WATER QUALITY POND TO SEPARATE LOT, ENLARGE VICINITY MAP, SHADE FIRE
X d I O I DUMPSTER PADS i � v� '' / LANE & ADDED DETAIL SHEET 3, NOTED REVISIONS.
Q ' 14.85 X I N SEE DETAIL SHEET 3 OF 3) / / /SANG $9 / AROUND, RE SED PARKING 07- REMOVED
ONE WAY DRIVE LAYOUT ON SOUTHAISLE AROUND BUILDING AND SOUTH ENTRANCE, ADDED TRUCK TURN
END OF SITE, REVISED DUMPSTE SITE, REROUTED WATERLINE AND ADDED
3 ' HP I x I ��y�i /Q Fy\ �,,• �9 / HYDRANT, NOTED REVISIONS.
LLJI I W I N�� / /RO/ r / REV. 3: 5/16/07- REVISIONS PER CITY COMMENTS, ADDED NEW BUILDING FLOOR PLAN, ADDED CURB & GUTTER AND
P 0i6Pi `/ 1�e. / DRAWING INDEX DETAL,GAD ADDED ADJOINING BUMPERS TO RPROPERTY TEXT. ADDEDKING SPACES 66-74 LABELS TO EXISTING UTILITIES ON WA, REVISED LEGEND, ADDED LEMART SITE AND COMMERCIAL PADS &
Q ` ilp I VSlp �� I. �. `'\\fV\� SHEET i SITE PLN, VICINITY MAP, PROJECT NOTES DR., REVISED SITE TRIANGLES, NOTED REVISIONS.
1PPi% / o\l� \V%%% R • C\�� / SHEET 2 SHEET 3 MISC.SCAPE & DETAI SEE TING PLAN
(n I I I 65R i / J \\GN LNG \cP�� SHEET 4 WATERLINE DETAIL SHEET
� I / I I j � of o �� • I , �( P /
/ / / i i 14HP / �, Q�oej� , , ��Ea / GRAPHIC SCALE
W iac 0Pe/ t 4.85 I / I G 20 0 10 20 a m
TANGIEWDW SECTION 1, PHASE 100 / ( IN FEET0
LOT 3 ` \R9• _QS�o � _.....' l/ SS O 1 inch = 0 it.tA
+> CURRENT ZONINIQ GB
/ / \ _ -_ • • ��(Q NOTES: (FROM CITY COMMENTS)
t. EROSION & SEDIMENTATION CONTROL PLAN WAS SUBMITTED WITH COMMERCIAL DRIVE ROADWAY PLANS.
� I �� I �� r\ 2. NO SIGN IS PLANNED AT THIS TIME.
- 3. DO NOT KNOW WHICH TRANS. PROPOSED ELECTRIC SERVICE WALL BE RUN FROM.
. \, 4. FEATURES NOT IN LEGEND ARE INDIVIDUALLY LABELED.
/ \ Cj• 6. BUILDING CUTOFF DIMENSIONS SHOWN, SETBACKS ARE IN PROJECT NOTES.
7. MECHANICAL AND HVAC EQUIPMENT WALL BE INSTALLED ON ROOF TOP AS SHOWN.
EXISTING 03.
SHEET:
1 4
SITE PLAN
OF.
DOLLAR TREE @ TANGLEWOOD
Rem®•"`' A""'y, R�i ''�;
."..!?off,%s.
3 �•
ELIZABETH CITY, NORTH CAROLINA
z lV d LI
_
Ll
"r -Z 'Q` ��
SCALE:
DRANK:
APPROVED:
CADO FILE: DOLLAR TREE SP
i"= 20'
KPO
RIFPROJECT
CURRENT REVISION: 3
VROJ
140.
11NOOD
DATE:
11/16/06
D�ATEs
REV. I
1/8/07
REV. 2
1/29/07
� 07
� /
�9 c
WZ
I
E sou T ion
14.
CL�I co u!¢Qss �lAi,/te�'J
FeuG 252-264 22
2
0
7�3L"O'E'- E.D OUT �v7SeCQ �Z-/q-o�