SW8061028_APPROVED PLANS_20061218

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 0?'�
DOC TYPE
El CURRENT PERMIT
I�APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
kLu I!1 1 2a,
YYYYMMDD

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INV.: 19.29
Z9 4'L��f gF ! RIAW
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EXIST. RB 29.39
vRRaQ ��wy ° �'' S / // / & GUTTER TO �8e ! q1 F
< SDMM BE REI�IOVED x 2959p�FFS 1
All,AP 17 E r? C R % RIM: 29.75
9 BOO,Y 00/f 4S4'`EN)�'OQ�A`q Ep ACC 8'' r�a9 �� j INV.: 24.99 ~JO � S3�i2, � py,- I
3259 �'QG£=9� SSMN 1 F q sI 5743.7 !
�9B RIM: 26. 62p
INV.: 19-74zzz
I l I S06•�£ _ ',6 �260 �� ! \ ?°c JA3r °`--30 2s
29 76
1 29.92 3a , 3Q5, '
D
\ / X `.$\\\ O 14 PINE \ \ .49 �.17 3A20
P.O.B.
E.C.M� [ \ \ 22-44 �\ \ \� 2y e x 9.41
\ 3°
} E 2¢33928.6F59 } zasIN
2 x 1
I (NAD 1983) C.O. \� � �O \ \\� �\,�2s"rf.3 ` 3Q29\\ 29. ` 29.9
INV
V.12 I R2
.LOT I
!� BREWSTER PLACE 1 2a.erx y \ \ �a \�\� \ \ LOT 2R1t a3\ :Q / w.7 }
f 00
(SE � : PON ONE 'l' \ �\ OG `�\�� \ \•� PALM 9EAC'H DEV GROUP, LLC 3L.72 3 / g� x�/ 2ql R } }
o ' ` ). E / 1 O �\ \ \ :e A PORTION GMAP ROVE A PAGE P R77ES TRACT ',i
A MAP BOOK 37 PAGE 112 5 �� \ 22 58 !iC \ \ \\ z 31. rQ
o f (� _ ZONE R-15 } �` t „Q\ \ \ 1 �q.2 \ \ \ ZONE "R-15" o GURBs" �2
EXIST. D�EWAY 018rPINE EiCIST. S��3r.os
TO BE OVED
BE
24" RCP I 0 3
INV : 22.45 D EM OLI T! ON PLANCO
ram' (.
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VICINITY MAP NO SCALE Cr Z M .W
v M �
SITE DATA TABLE
» w ,- PERTY SITE 2.03 AC j Z
F. C?- C. h \\� SCALE: 1 = 30'-0" Q
rQz_,, ° 1r� ZONING B-2 HWY. BU.
�.c.M. w\ q��\�� �\ \ 3QJ1 7 I �, 3Q02 {%/ N} C� FRONT SETBACK 35 FT. MIN.
AR 4, 29 08 a x \ \ 29. Z7 ��`a f 2
LOT f c x ZO• \ \ •\P ��y\ '� \� Q7 3v.s, N343fi28E DROP INLET \ f }, 3Y SIDE SETBACK (2.75 x BI_DG- HT.} fi4 Fi:
BREWSTER PLACE r f 0 `�`�� 15 �' TOP- 29. 3-3 26 / } REAR SETBACK 3.73 X BLDG. HT. 86 FT. F" W
(SECTION ONE) } !Q \ \ { I W
INV.: 26.r;.3 I � � .
MAP BOOK 37 PAGE I1 Ci ppa yam. �\`�o � `� N 3aXF 1 } 33so f r BUILDING HEIGHT (40 MAX. ALLOWED) 23 FT. � z
•• 1 Ql1E �'�,� - i'~- \ \\\ �x c Jo.oa \ \ 3T 59 1 1� ry f BUILDING USE BANK '
ZONE R-15 } LANDI 1 \\ \ , y�, >' } ! i �,,. Q z
} } UFFER v �, \ \ \` �q 8, 9. 29.5r 1 } F t1 V r BUILDING GROSS FLOOR AREA 5200 SF
° 0 14PINE �� �"591 / PARKING REQ D O 1 /150 SF 35 ! Q
_
I REQ'p x A� A °97 2s. 5 0 o�. !„ POLE
PARKING PROVIDED C I".' M■'
Qy �� i 5P.11 y� % a9.rJ I q I STANDARD SPACES 42 f
`� o a \ DRCP iNLET } /0V
I r1 PAD \ ` 2960 TOF 25. E7 Q I I } HC SPACES 2
C.O. LOT 1R
O V r� 1 INV 27INV. 2�.77 C� ! TOTAL 44
} t�x p \.J R y 9. n PALM BEACH DEV. GROUP. LLC
fh ! 36 D3 X EL Z�.4' r 1 N34 36 E g A POR 170N OF GROVE PARK PROPERTIES TRACT Q
f 15.00' + MAP BOOK 45 PAGE 327 Z
ZONE "8-^2" f Q
"PIN 29.7Bx \ G" A NOTE• AMERIHs7ST INN and SL!lTES }Q LANDSCAPING CALCULATIONS
{ LU
BREV15TEP PLACE a A
-3L' v��eFq F.F.F.=3i.70 I O I } PARKING LOT PERIMETER t0 FT. MIN. REQ'D
} (SECTIOVI ,r, E) } 0 1 4 PINE 0 p? i��,�F ` � � 5r
MAP 800K 3i PACE 172 14"PINE 6+ \ SOS hy'p
I " z ng• , rG of F Z • f PARKING LOT INTERIOR 8X OF TOTAL VEHICLE AREA
ZONE R-15" xN DUIrtPSTER W O x z9.so• sss \ a �f, q I
�. 14'P1 E 0 v 4 1B Pfly
} - - SCREEN ��- ti��t.� CL
f (O.OS x 40500) 3240 SF
014 PINE 01 P! \ ARCI I. F �� s' q� �s o C
A,y \ c - '� - �� ` �ti �'4y`ssy , PROVIDED 4090 SF
f '_'14PINE jO' - / '(\N .0. p ` t� vcSFD q`Sf�POG 0 Q 1� FOUNDATION PLANTINGS (12X OF BLDG. FACE)
R R2 IN 7 29.39 a \� �q <� q�. �� y^�;> . REQ'D PROVIDED Z �
1 3Q23 , \ p Ira i '� `�'S p9j FN, d, it E Q I 1(�
' s�rc 1 Cu NORTH (67x23x0.12) 185 SF 850 SF00
016 PINE \ i `G fi f'q
F" 0 0
SOUTH (67x23xO.12) 185 SF 200 SF Z i
} 14 PINE V► r -30 � <' CF ��� > { f
} I ° � R1 i .9 „ o �4 1 ( f EAST (78x23x0.12) 215 SF 325 SF Q z CO
414 P I O 1 PINE $ � x Jo o R2.5 R25 ?F � _ - s. 3 ; fit ►f WEST (78x23xO.12) 215 SF 425 SF U rn
i as;!, 40�, TOTAL 800 SF 1825 SF } I
h
11 a„OAK R25 �-� ,�z �� ' STREETYARD REQUIRED FRONTAGE X 25 FT. 0- Q 0
BREWSTER PLACE I � � � D "' 1 `?' 2 '
111 � `,+ "��- ,., >z FES 4 f (5ECTrON ONE) 1 ? , Q Q ry p}8" - P1NE �' : ay _ 3o.3r -'�-30 196 18" RCP J.28 4 '0
c r x = P1PI .,�' 8 29.76MAP BOOK 37 PAG£ 112 ?S` 4 j� � �.� �lq F��� „�1� ;,�•=��`.��'140 X 25 35IX} SF PROVIDED 3500 SF ¢ �
`'D ZOWE "R 4 \z9.9z ,e30.54 INV.: 24.45 �� } (fl
� � 30. 1 i M1? � X
-15 . S• ¢ a e} �_ 3:' 1Il p ti 1�9 f 1
f 30. 73 y .� • �� liyE- 2.5' w: l• ! i 4 F'rNE • ..'�. ` / 99 r 7 - f I >' /� 7 ' W CC �J.�
1 j o ,� .5. ,e, \ �� % L E G E N D /a
29.4'92x.4t�ry���f• r �j I r 7 X r
7 {. ''���GGG // 3J.1, ! S )VBOLI A4RL WA TIOPJ �,/
I t r~�1 •5 r O E x34 2 - - . -- , LIGHT LINE INDICATES EXISTING OJ W
.02 / \ .5; t - xx r 3�56\\.. 29 8 ' 5 �' �i '. j 1 S1'�BQl,/AMEN IKW BOLDER LINE INDICATES PROPOSED l,i„1 W Z to
0 B-OAK 3� 29\ \ f 1 y �t
¢ • y �x 29 92 \ �' �:' % 1C r 32.:2 I T. - W I
`-i / �> ` •' = _ R2 018'PiNF s e to be Removed 8 D•o. Uj U
x� / � , / 36.26' o fay Exist. Pine Tree to Remain 18 Dia. f Q _ r�
3,. % \ s10-15'37"W »
04
1 01*PINE 25
J17
j x rs, ors`PINE - _ \' ao '�' ( 3�87 Exist. Conc. Water Valve (�li ¢ ao
7 30.,9 R60 R25 / 6s- 3r A ;'93 O
LOT 5 ; i� r xJ0.33 r , 0147�INE \ r.r5 • 37.45 W
1 } .5_ } ,$, f f f Area N C G North Carolina QC EWE' o
{ } BREWS ER PL.giE 1 } 3; o \ ° 31 - .4 {? :; r. 7 O k2 "� ! ,..,:..:_..; == . Proposed Natural Gas Z Z
(SECTION ONE) n ;$PINE t rs7+wME 1 \ i se 1 III `� °� Cane. Area (Under •�-�
POND A h 2.5 a1 33, \ I P ground Gag 3
Mop 90DK 37 PACE 7F1 �. E;.R. � Elw 3 rD�s 1 R2' R ' E� . �1o.s5 _ O 1 : " n P 1T DROP INLET .' Approx. Location 0
ZONE R-15 O +. 3071 x t 2.5 vc *8 /�/ / i Building► )
i .r 142224. 3636 18`PINE Q' - - - ~ 31� a 14 "PfIJE 5 ti� w� TOP: 3 r.52
, � :J I
K E 2333888.2113 NE - �14 Prr,E • ry a ..�� Eli 12 ' '11 }' E.I.P. Iron Pips K3 -
�' 14 PINED Q 0 1 r I - P. S. Iran Pipe Set Hand -cap Parking �)�
l b C � 11h�fN_ '., 01 E x �a7s 3,�.a2 / ` N} B ply DROP INLET . TOP: 30,94 Propert Comer DEC3 ')Q
„ I 6"PINE 0' al1ti; ' - , x9b G } » » : 23,46 P.0.B, Point OfBeginningEXIST. Exis#ing
R ' . J i ! �a Traffic Flow Direction
/ - B Q ® �` ti � I X TAPPING SLEEVE P.0-C. Point Of Commencement U.N.O. Unless Noted Otherwise eW�Ba Bard
" ,C• r Rag do fi VALVE B. Base Flood Elevation
~} x EC.M_ ( Ns �S 4iyF �� v 12�P E ,k3t:. 1 ?P .. sr.s9 ' s3.so 2 J.7a 1078'12"W } F.E. R t-� TYPs Typical
! - \ N �8 tau} �, i'�.' x 1 „� , / 1 38.37• R�W Way REV D Required
�- TURLINGTON TRACT A PORTION OF LOT 1 4a ' / .. .� ,�� } �� / 7.8j► 1 SD Storm Oran PERM. Permanent .� N
\� FES rr_
SUBDIVISION OF THE ELIJAH MOORE PROPERTY a x 31.70 / o • 18" RCP Curb Inlet BLDG. Buildingz .¢
I 1 RECORDED IN MAP BOOK 2 A T PAGE 20 �O6�' �' N'N 6` .ha '' f ' INV.: 25,16 f ❑ Or Inlet 00
3r6'� PINE b 2s 26 } { ^� 1 ' } Arch. Architectural Drawings N
1 l• R2.5 0 \ �,� } ; x J ' 0 Storm Drain Manhole FFE Finish Floor Elevation
E�.A+. f Lars f OF THE NEW HANOVFR COUNTY REGISTRY x 1670 31. d \R5 , , } 1 ! L�
BREWSTER PLACE } 2.O3f ACRES(TOTALj/88,647t SO. FT.(TOTAL) Z�=2�� �,>r ;",59 • o. R2 ' o R5 3r.�sp�n� -cl �`} Q 1 / , C2�cur = , (1) SS Sanitary Sewer EL. Elevation � Q
G' (.SEz:TION ONE Wiz. � 32 > 32.0 15 PINE t.a + », 1
I ss �s J,t23- .1V.0. r �� p� w1kE Q I Q Sanitary Sewer Manhole. ,.,,�
MAP v uQf, . 7 PAGE 11 L' 33- Wit. ` � �' ! i �" J r W +iQ w � ` �� Water Line f Approximate x. Q
' �� 3:.97 4 ` �InL 2 r S7gp �y 0 2 , ��(Approx.) Z_
ON . ZONE B � � Jr.35 �. _ a W I-
3.W J3.t5 1•r5 3 s6�2=/ �33 3��5 R1'v S�jp�,� '� I / o "�+rS POWER 1 W/ Y�Ittf J
��,
2 33J`s6� // x3 ,q�i �„ I f Cn� w/ 8,I F'�r+e hydrant SF Sit fence W
t 3J o 3� 31 se �\ r �' 1 3,.r \
' 33.99 , \ = x Sj f ;; o i 1' j Jz9e J3..s9 M \ Q Utility Pole = Q
\ �J2J2 � ml �. j / (2)GUY p �t Light Pale U U
DUMF.STERx 3s.24 33.12 I ! S� � ?� 4 � �>> q I 1 i � � } WIRE r ' '
PAD \95 \i O r y Q 47 Q �(� /M�,i��C.�P,,die V Q
\ w 1\7.63 1 3049 y x29.B? f 133.r0 ' LZ } v `� OtIP OvGi1VW Power m
\ I \ l 34.14 15 31.34 12 PINE i { f j' a .\, 11 V INV. Invert
} \ Fl x3,.02 3 . 3i.35 3T 39 �I fj�/+�� I! }1 �j/ r s (��.7 J 1 O U (�E Underground Electric
Electric H HOSE NOZZLE W Z Z
3i 7x t` .70.9.7 • '• l I ,� !� ! I �' `•-' ` j (Progress C.Ikergy ��� r 1
\ % , ��14J #? , 1 } 1 Approx. Location) P PUMPER NOZZLE (1) v p Z
A. >;GrL X;r9 ' ado {' ' �� } 1�
j \ M:tii- BOOK l PL. 70 x34.25 ` I ` 1 , , r NOTES
I }' L 011 i I \ ZONE +B-2" 33 &9 1 � ` 1 f f ' 34. 54 I } ! O U (� U �' 3P 29} I BREWSTER PLACE 1 �} = a 33i4 743.7211 �q.I P ! I 34. rs = 1. Boundaryprovided by Survey dated Aug. 14, 2006 from W J La � Z
f } NOTE.- KOHL'S RESTURANT F.F.E. 35.39 r ; F!. Ti N 1'NE
MAP BOOK 37 P46E 112 }PROPERTY)1 319 � Michael nderwood Associates.
t SIDE DOOR ADJACENT TO SUBJECT
ZONE R-15" WIRE 3. r }, _
} (3)GUY x jtsJ c, I O O N
POWER w FES 2. Contractor / owner required to contact NC One Call, p �p
-- POLE ° ,� ' ''; I8' RCP �1 Progress Energy. Piedmont Natural Gas, Charter Cable, a Q Q 0
r 33 63 `,� �- r Bell South, Cityof Wilmington, and New Hanover Count
33-45 1r. 33.72 , i'34.3 34.23 ' a34,1? I INV.: 29.18 e*~ prior. to digging or connecting to utilities, y SEAL •
34.3 `
jr *i99 i } 3. GAS LINE PRESENT - Contact Piedmont Natural Gas.
} DROP INLET + 4. For temporary waterline during construction. apply In
"_ TOP• 33.45 x 3.76t p SDMN. �
INV. 31.05 RM. 33 %I ` 1 advance. RPZ required on project side of meter.
:NV.: 29.7 1
5. Verify existing utility locations and elevotions prior to
construction. This may require test pits, hand digging,
N 141908.7456 ` ; �1 ',E '
E 23338.5_. Ds41 � etc. to the satisfaction of utility owner.
34.67 6. Any proposed irri�tian systems to be suppled by City.
(NAD 19831 } } Water shall canpCy with City Cross Connection Control
4 .DS � I
r1 t1 � SO' 1
r
34.55 x 34.0•'
, 1
4) } 1 3464 }
oo 34.6E J184 I 1
MYRTLE GROVE VOLUNTEER FIRE DEPARTMENT
N.C. CR0 +r N. `
"ENNIS, V,11 195i BOOK 1495 PAGE r857
4 N 136262.F51C POWER rr
E 2332814,7010 POLE DROP rNLET !
a TOP: 34. 44
I INV: 31.49
CID
L �
601
Regtstratkx". Coll 343-3910.
7. Any backflow devices have to be USCf CCCHR or USC
approved.
l 8. Water to be supplied by Cityof Wilmington. 64 ?� �
Sewer treatment to be supplied by New Hanover County. f
0_-, j Survey Re�elrenc� nrsrclveD er: MTA
Z� I Map Book 45 Page 327 DSAIIN BY. HWL
IV- Ma Book 42 Page 249
=�" -pry `. .� � P 9 o�lAunr coNTxaL: MTA
1_ Ma Book 37 Page 112
. J P 9 scAU: NOTED
N Map Book 2 Page 20
Survey Perpaced by. �UMe�: p231-06
Y= tL '� it Charels C. Moore. Jr. P.L.S. No. L-1318 DATE:
Property Survey for.
CIVIL -DEMO PLAN
James T. Turiing#on and Betty Turiingto
t rl & SITE LAYOUT
. CD Dated: May 11, 2005
AND UTILITY PLAN
GRAPHIC SCALE: I"=30' i SHEET NUMBER:
01
30 0 30 60 C1.OF

'E 1 t i i _ +...�..!_n'_- -�- �� �.�� � �.! i_ •y � 3.4 �„i '� i.'.. .�.I.z. �l_..:L�ii�:...11�1�1S.r!i i.l.k.�=i:-::.:�.
SSUH
J RIM. 29. nu
I
�276 • C U pTrr Of'ti SD
MH
o n P• e
2s?9 F �4P a f4S� �G Ra�10�1!140�cz��?�4
RI.M: 29.
!Nl!: 2(O[ go,C 8 �� x1aB9 �`
\ Q SSMH
RIM: 2662
J Sir • r �� \ INV.: 19.74
1
1.5R
J ARC 3'
' •S R9
1 �
17 7'R
s6
`v
J ARC 27.
-x s �: dr pr OF DISTURB
y P40. B. \ 40
22. �, �\ \ \ UNE DISTURBANCE
sp N 142476.5558 2&62 x \ \\ \
�1 E z333szs. � 15s 1 �
1 (NAD 1983) I \\ �° \ \ \ !P
RAP APRON i
l jJ>r �! f' ��\ p \� \ti \ MIT' OF DISLOT fn►RBAN 1
�r
m BREWSTER PLACE j M61 x `v \ \ �ti CE 30 \�\� \\ LOT 2R
PALM BEACH OEV GROUP, LLC
(SFCMQW ONE)�x22. \ \\ A PORTION OF GROVE PARK PROPERTIES TRACT
o MAP BOOK 37 PAGE 112 • ..
a (� ZONE "R-15" 1 �►I� ♦ �9>y \\� \ io,a MAP aooK �s PAGE �z7 LMIT OF r
N ZONF R-15 do CIE P140pUD��R, BNNCE
PQND BO� ( \ eo �� 8�`2� FES UNE
1 P2 !r A'P/ \� �� 30.4$ 29.92 ?4" RCP *'
i as9 �rE~\\\� 1NV.: 22.45 .4
j J 1 R Cr
P� i• 24.5' J ARC 1.B 4
41
E.C.M. ! c , / \ FyT \ \ \ 2s 8O N34 3G'2d"£ 3 73 ARC 1.4
LOF 2 r 2v88 '7 ?e ms' ` � \ DROP TNLEr ,
4 "J &REWSTER PLACE t .�Q \ '`\ \ \ .7 J025 15 00'
!!! R & �' \ war} z9.33 76.5 R
( SECTION UNEi r4't ?i a \\`'\?� \\ \� �a i5 za. fi r
pU L MAP B/10 K 37 PAGE 112 1N 4:: 26. 6 3 N
��/4 �i. •� \ f ZCWE rR-15~
�1Q.Ff
014 PrN \ �� 9' r ?
\�2 . as SsC A�fi
` ` \ \ L Jffq• [ as. 5 U. 3arr Drs 3'R , •4 • �' ELEVATIo
f` � � 1 ✓ ?4.POND DIMEhl.51QHS
97 0_J � POWER �RBAN(� ARC 4
POLE ■
paND j 29.E TOP. 567 SCALE: 1 -30
INV._ 22.77 LOT IR
Q rOp s.J 9 " PROVIDE SILT SACK PALM BEACH DEV. GROUP. LLC
! 3aa3 El.. 29 4a N
A PORTION OF CROV£' PARK' PROPERI7ES TRACT
/ M4? BOOK y5 PACE 327
j CY ?8 8 (R. \. ZONE 8-2
L - s w `" n PI� 29.7� q NOTE.- AMERIHOST INN and SUITES
1 BREAGTER PLACE ! " ~ ey ry 1.2Z t '' 2i sF F.F.E.=31.70
MAP BOVh: 7 PAGE I r i *� N � 10g 4"PrNE f 4 PINE ?8 51 � T �S' R` is
2 h
J ZONE R-15" 1 , Q ti >�\ ol8 arnl ,h Ss�`3 e-0, - sc��
LIMIT OF DISTURBANCE -
j & PROPERTY LINE
rNE "� ' 3z �@p 4 � z,8s1'L, �o'`'q.,y
�r l x29�r \ c�T6'!?� Lr C �r'0p '►s�*�cFF
J , I 12f �0 3• 0 4 PrNE ^o1>
sr
�gp MIN• � 1 P1NE3]' 3r „7ti XJG.Gs \� � . � a r. ,� � s-� � �� 57944 �3"E
4 24 5, �1r ! r I 32n�
N i L f'T `� �? S"Dr",/. 8�
BR=WSTffy PLACE l !f /
(SECTION ONE) W (i = 073 PrNE 4PlNE N $f
MAP 800K 37 PAGE 11�' ; s' I / Q 2 N 014 P„P1N 2.1(� 7
ZONE `R-15' Q`
r �19.39 � 3Q 2U
8E fv x 7.9.9c 1 /
o° 1 1SILGrt BI-4 Ja / \ 29I�2xw 19.41
i 1
FENCE \ O , x30.02 \` <:^ 30xRir `�\ 29.69x
4 3G. s ,
92 .f .'•ti V ;� � i-- .... ,'� /
18 P,6-PINE 47 NE
f 16 "PINE J!'% - i
I {�` Bi?Ews R PL fa }£ fr i%53 J �Q�OV v 21. 3' \ f4 CIE 1 - 3�
(SEC rIO OhF_, it C
POND ,h re'PrNr •>> 33
MAP 800K 37 PAGE' 112 i L T� � '�,.ro-y � �`3O. s5 0
ZONE OR N' 142?24.3636 3© `I •)2 12"PlNE`� 2.61-3o.7rK 1 f4"PrrVE
Z , 1B"PIN£C .� . 3l� �' " - ;. ,43
z E 2333888.211 iy
(NAD 198,3) dj., B PANE p 14 "PiPJ - ]0.
f si ,� •� T 4 "PIN£
O _161R11V_E
19 "PINE 0 � o
MIT OF DISTURBANCE 0 14 PINE \ G_4 .
PROPERTY UNE
/ TURLINGTON TRACT A PORTION OF LOT !
i SUSDIVISION OF THE ELIJAH MOORE PROPERTY �,6, x =1.�
! ! RECORDED 1N MAP BOOK 2 AT PAGE 20
f OF THE NEW HANOVER COUNTY REGISTRY 70�eA>y 39 0
EC.tf. LOT e
BREWSTER PLACE r x.Os32�f.at 32..j3.B r \] x 3r.Lsfsr'�H- A a
i 2.03# ACRES(TOTAL)/88,647t SQ. FT(TOW) Q
(SUCTION ONE) >t>t )� x3. - d3.5 PrNE � 3
MAP BOOK 37 PACE 11_ 3278a3 7 '� F/`/ c� ��-
ZONE "R-1s rf ZONE' B-2 �- _ / 3f.97 9� Dr_ o ,8 FrI:� r
_ J 3f.95 e�` B 1 '
�33. GJ J.Y
\ \ f 3.42 .2f' JJ.99 ` r BS
1 _U64 3S8a, \ x 3.232 �_
e/ I _U 73 _ DUMPS TER, 33.24
PAD
.
\ J� 15 \ 31. 31 1? PIN
� I
x 34.02 _
LW3f.43X 3JM93 k
3n-�
S: EVEN A. KOHL � '9 �� ! 3�i�a x sr. 02 i
J ` MAP BOOK 2 PL. 2G 34.2s st.ga�a.3:i �_. 3, s I
LOr 7 ,. x 16
J LPREWSTER , LAc:E 1 \f a ZONE 6-2 MIT OF DISTURBANCE A �'S89 V(SECTION olvE) J NOTE: KOHLS RESTURANT F.F.E.=35,39 dt PROPERTY LINE 3A74 3374 3.3�
! MAP BOOR 37 PAGE 112 //
L ZONE R-15" E (SIDE DOOR ADJACENT TO SUB�JIECT PROPERTY) (3)GUY x 33
WIRE v �,,
.. POWER
POLE
.3aas
j \ �.
33.45 x J4.15 ��T
33.7a
4 25
J DROP !NL E r
TOP: 33.45 x33.fit L
INV.: 31. C 5
f N f41998 7456 I li
E 2333852.0641 \
(NAD 1983)
µ`t
10 1U.=. t RrU H1urV. M(R77E GROVE VOLUNTEER FIRE DEPAR7)WENr k
F?VNIS" NAD 198.3 BOOK 1495 PAGE 1867
N 136262661E
C 2332814, ; p rr, POWER I
� POLE r
1
ri1 0 1
Ln
L
DRAINAGE
�•
STRUCTURES
PIPE TABLE
DI
TOP
EL..
NORTH
INV.
SOUTH
INV.
EAST
INV.
KST
INV.
ID
SIZE
IN
MAT L
LENGTH
SLOPE
%
INV.
UP
INV.
DOWN
1
31.53
-
-
-
28.86
P1
18
RCP
12
0.32
27.26
27.18
2
31.57
28.56
-
27.98
27.98
P2
15
RCP
78
0.47
27,88
27.51
3
31.57
-
-
27.79
27.79
P3
15
RCP
94
0.30
27.79
27.51
4
30.50
27.51
-
27.51
27.26
P4
15
RCP
62
0.31
27.98
27.79
5
30.55
-
27.88
-
--
P5
15
RCP
113
0.78
2&86
27.98
79
99
P6
8
PVC
55
0.96
29.09
28.56
P7
6
PVC
57
1 3.26
31.12
129.26
PB
i 6
PVC
87
0.49
29.69
29.26
P9
S
PVC
57
0.54
30.00
29.69
P10
18
RCP
41
2.27
24.00
23.00
z
0LLJ
5
o 0
o_ �
3 y z z Al
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L 0 0
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• 1 1
8. N 4 N
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1 J E W v
CP 0 rf
az a�
i z2 yZ�A
N
GRAND CHAnp1al nle Z ti ti
VICINITY MAP NO SCALE Z d al 1M
1 0 E
L E G E N D t
J srMBoL/A,9REVIAT1ON UGHT LINE INDICATES EXISTING z
Q I Q J SMOMIAalae:'I&IMN BOLDER UNE INDICATES PROPOSED k a
I 1 • C.O. Proposed Clean out - - - - 32 - - - Exist. Contour C M
! ■ C.B. Proposed Catch Basin 32 New Contour W
❑ Exist. Drop Inlet + 31.2 Exist. Spot EL = z
- W - Water Line + 31.2 New Spot EL
H New Water Valve -SF- Temporary Sit Fence z
Q
V 10 M Exist. Water Valve - LD--- Limits of Disturbance M a
4)! 0 Water meter p• s
O J 1 BPF Back Flow Preventer f%B.1%
1S- Sanitary Sewer Line -0= Traffic Flow Direction
(i} RCP Reinf. Cone. Pipe U.N.O. Unless Noted Otherwise
O SD Exist. Storm Drain TYP• T)PIed
1 Exist. Curb Inlet REQ'D Required
kJ Q 1 Q Q Storm Drain Manhole PERM, Permanent
O
r'l d �'Yrire Hydrant Manhole BLDG. Building
1 ~ ire 1 I Arch. Architectural Drawings
utilityPP le � Finish Floor Elevation
0 ALightFE Finish Elevation
P. Iron Pipe TW Top Of Walk
1 u . P . S. Iron Pipe Set EL. Elevation
• Property Comer t Approximate (Approx.) cv
j P. 0, B . Point Of Beginning Z
P.O.C. Point Of Commencement CONC. Concrete �
ap
/ 1 j B.F.E. Base Flood Elevation W� I Z 0 0I
With 1 1k4d0Wisc. Pee Q Z 0)
f
!
-Cl� Utility Pole
EXIST. Existing
R/W Right -Of --Way
U
J
n
QHP Overt>tead Power
o18"PrNE Exist. Pine Tree
0-
00
1CP 48 332e �,
�, ,fi 1
U G E Underground Electric
180 Dio.
CL
d
�...
Opt
24.45
(Progress Energy
�0 Boundary Line
--
�ry
Approx. Location)
Exist. Conc.
in
U)
0
x
N C N G North Carolina
a "• Area
W
�
LA_
`/ 33.T4 1
i
Natural Gas
(Underground Gas
.
79 Proposed
Conc. Area
U
a-
(.�
t"L
x
'r•
=XIST.
Approx. Location)
O
U
Z !
5TO'15;37"Ft'
-o--•o--o-Indicates Tree
! i ; >; Building
W
W
Z
< ,
' PF DISTUR CE 36.26 ANj
Protection Fencing
Un
©
U
i J I
Q
- obi
33.87
1
J
f
f
ri j•.
•
DROP
I
Y
N
TOP. 31.521.52
f
INV, 23.02
j
J
1
DROP INLET
O
!
TOP: 3
INV.- 233.46
i
j
PROVIDE
SILT SACK
R3�
33-60 .75
S1O'18'12"W
�. i
38.37'
/
FES
1
J
78" RCP
INV.: 25.76
Z (/�
Q
knLU
" I
O ob
W
Z
U
J
L0
W
F-
0
O<4r7c
a
,
z
nt¢na
Z
U
Z
�1
r
qi-
t70
l + (2)GVY = ,r N
WIRE Q r J 1. Based on visual observation, no wetlands appear
\t J• present on site.
PocR Q / �1 2. Contact NC One Call before digging. Q Z
`� G� 3. All roof drains have to be routed to the parking O -1
IB9 ? \ \ surface or storm drain so as to be directed to the W 0
l J ��eUY O f stormwater pond for treatment.
4. Pond to be used as a sediment trap during U
v 1 construction. All run-off from disturbed areas U Q
I �j shall be routed to this pond. After site has been m
O �_..
i J J paved, seeded, and stabilized. pond shall be cleaned X
p (� of all sediment and restored to design, so as to Q p
(7} function as intended. Z Z
J 5, All spot elevations are back of curb unless labeled n
otherwise. Z O Z
cr 6. Limit of disturbance is located along the PROPERTY t= U) O
x3 J8 MIT DISTURBANCE .� UNE unless labeled otherwise. U w U
de PROF RTY UNE yl Designers Plan Certification: Ld Z „�
FES "I hereby certify that this plan has been prepared in accordance with the latest Q N
18" RCP New Hanover County Ordinances and Storm ter es*i Y ': tY 0 [D _
x Js. f2 INV! 29.18 Signature: CL Q toJ !!! Printed Name and Title: �. RA.
f Date: tm& 12, SEAL
t' 5DA4H I Registration Number: 749 _ w
RIM: 33.71
INV.: 29.71 ` +
O Property owner's certification:
1 "I {1h) tweby #hot i we am (are) the current owner of the property and ; "L
#hot upon reoa►t�"Au To•••Constrl a any clearing, grading. oansbuctic n Q 7
Q or development go to oned in accordance with this plan and that the SEAL
i ardinaneas and rWee df IIeHonaw County. th0 State o*Wth Carding and
I Fedred Gownff ent and Ms which are tw*y made part of this pion. 2"I S
As the owner. l (we) occept� for the canstruction and operation and
J naintananc a of the proposed facii#ies, I (we nil net attempt t t;arnfar
so l respoi►abiity wttroat the written tiara of. Npw 7F
Signature: . -- r hRG•'�
x 34,07 so' Printed Mane and Title: •7 ' ri r.'Y} m/ta� .{� l�aNiHnvv9v`'��
Data: � �vl` � 2-/
SD"
j I Survey Reference DESIGNED BY: MTA
-".84 r � �..
Map Book 45 Page 327 DRAWN BY: HWL
Map Book 42 Page 249 ouAurr coNTRoI; MTA
Map Book 37 Page 112 SCALE: NOTED
Map Book 2 Page 20 Flip NUMBER. 5724
Survey Perpored by.
DROP INLET 1 J TOP: .44 Charels C. Moore, Jr. P.LS. No. L-1318 DATE: 10-2-06
3
J INV.: 37.49 I Property Survey for. GRADING, EROSION
f James T. Turlington and Betty Turiington
J Dated: May 11. 2005 STOR WATER PLAN
f GRAPHIC SCALE: 11#= 30' SHEET NUMBER:
f ' C1.02
30 0 30 60OF

•
r ■
■
s
•
• 1 1 1 • �
off s
Ll
w �
i• w
101��
3000 PSI CONC.
1'-6"
AT INVERTED CROWN PAVEMENT
CURB AND GUTTER DETAILS
N.T.S
SLOPE AS PER PLAN
2" NCDOT SF9.5A SLOPE AS PER PLAN
CURB & GUTTER ASPHALT LAYER
• (SEE DETAIL) SLOPE AS PER PLAN
I €U CABC STONE BASE II ��~�7=1-
SUBGRADE SUBJECT TO PRQOFROLL.
REMOVE ANY PUMPING MATERIAL.
REPLACE W/ SELECT MATERIAL &
COMPACT IN SIX INCH LIFTS.
STANDARD INVERTED CROWN
2" NCDOT SF9.5A
SLOPE AS PER
PLAN
ASPHALT LAYER
SLOPE AS PER PLAN -
CURB &GUTTER
(SEE DETAIL
SLOPE
AS PER PLAN
=1 11=� I IL I I ill
6" CABC
STONE BASE
_ I I f it
SUBGRADE SUBJECT TO PROOFROLL.
REMOVE
ANY PUMPING
MATERIAL.
REPLACE
W/ SELECT MATERIAL &
STANDARD
COMPACT IN SIX INCH
LIFTS.
PAVEMENT....CRQ55
SECTIONS
N.T.S
5N
CONCRETE BUMPER DETAIL CIF .NEEDED)
N.T.S
CORP STOP:
is / •% i/
MUELLER H15000%;:,, �,;�,/,♦ /��f\��`//♦ �.♦ _
FORD B21 `,ti�::;..;�:�%i~����`��%�`'`\
HAYS 4003 /�./r,;;�//��/j� SD z
2" TYPE "K" SOFT COPPER TUBING 04
2" CURB STOP W/ BOX
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT—OF—WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
'�?PLAZA AREA
,h0
SEE PLAN
EXPANSION JOINT
AT 30' INTERVALS (TYP)
_k A-
iL 1-
SCORE (TYP) ,
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH SLOPE 1 /4" /FOOT
1-1-4-
STANDARD SIDEWALK ■DETAIL,
N.T.S
V
IN DIRECTION OF DRAINAGE
(SEE SITE PLAN FOR WIDTH)
6X6 X W1.4 X W1.4 W.W.F. 1" RADIUS
v da PAVEMENT
' �" a (SEE PAVEMENT
I-1 I= DETAIL)
OD
�II_-- �1 -
COMPACTED 111—I
SUBGRADE -I d.
TURNDOWN SIDEWALK DETAIL
N.T.S
`CRN
CRROWNN OF TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE.
DO NOT DISFIGURE CROWN WITH
INSENSITIVE PRUNING!
1
DRIPLINE
IMAGINARY LINE
' DIRECTLY BENEATH �j�
TREE, EXTENDING
SS{ OUT OT THE TIPS
r OF THE OUTERMOST
it BRANCHES PLAN
Yi
7% 3
I PROTECTIVE BARRIER
STAKE 3 FEET MINIMUM
HEIGHT ABOVE GRADE,
SEE NOTE 1.
FFEDFR ROOTS STRUCTURAL RQOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS ARE LOCATED NEAR BASE OF TRUNK ARE
AT 'DRIPLfNE OF TREE NEEDED TO GIVE SUPPORT TO
AND PROVIDE TREE WITH ELEVATION ENTIRE TREE. IF REMOVED,
MOISTURE AND NUTRIENTS. TREE CAN FALL AND DAMAGE
SEE NOTE 1 & NOTE 3 PROPERTY.
SEE NOTE 2 & NOTE 3
TREE PROTECTION DURING CONSTRUCTION
1. CLEARLY MARK THE TREE TO BE SAVED PRIOR TO CONSTRUCTION AND ERECT A
PROTECTIVE BARRIER AT THE DRIP LINE. DO NOT COMPACT SOIL BENEATH TREES,
NO VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO HEAVY MATERIALS
SHALL BE STORED BENEATH TREES. RESULTS OF COMPACTION CAUSE WATER
AND AIR NOT TO REACH THE ROOTS AND THE TREE WILL DIE.
THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED_ THE PROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURRING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK.
REMOVAL OF THESE ROOTS ALONG ONE SIDE IS OFTEN DUNE BECAUSE OF A WALK,
PAVING OR BUILDING WHICH IS BEING CONSTRUCTED.
THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT UPRIGHT IN HIGH WINDS.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
-HOD OF TREE PROTECTION DURING CONSTRUCTION
LARGE CAST IRON METER BOX
MUELLER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77--12
HEX BOLTS
STANDARD NC DOT SIGN -
#R7--8D SEE ENLARGEMENT
AT RIGHT
STANDARD NC DOT SIGN
#R7-8D SEE ENLARGEMENT
AT RIGHT
2 1/270 GALV. STEEL POST
APPROX. FIN.
GRADE OR TOP
OF PAVEMENT
o, n"
V V V V
0
f
zo
1'-6" CURB & GUTTER
SEE SITE PLAN
FOR LOCATION OF
VAN ACCESS ISLE
i--4" WIDE PAINT STRIPS
WHITE, 2 UNIFORM C01
APPLY TO CLEAN, DRY
BITUM CONC. SURFACE
COMPLETELY CONCEAU
THE PAVEMENT.
PAINT TO CONFORM
TO FEDERAL SPEC.
TT-P-115-E.
HANDICAPPED PARKINGZPAINT STRIPE DETAIL
N.T.S
STANDARD NC DOT SIGN
#R7-8 SEE: ENLARGEMENT
AT RIGHT
VAN
ACCESSIBLE LEGEND AND BORDER - GREEN
GS 20-37. BACKGROUND -WHITE
60" IF MOUNTED ON BLDG RESERVED
OR POST BEHIND SIDEWALK PARKING
84" MIN IF PEDESTRIAN
PATH FROM CAR TO :-
WALK PASSES BY OR
UNDER THE SIGN
WHITE SYMBOL ON
BLUE BACKGROUND
BACKGROUND -- WHITE
LEGEND & BORDER - GREEN
I_I-=1 I 1-1 I I=1 El I El 11=1 � 1=1 i F MAXIMUM
' I-1 I I:- 1 I El I I 1 11-1 I I— - PENALTY
I_-1 f m $2g0 LEGEND AND BORDER - GREEN
GS 20-37.6 BACKGROUND - WHITE
. 1
10"o CONC, 04
V-0"
HAN ICAPP D PARKING SIGN DETAILS,
N.T.S
INSULATED PROTECTIVE ENCLOSURE
WITH FREEZE AND THEFT PROTFCTION
CONFORMING TO ASSE 1060
1 1/2" DOUBLE CHECKED BACKFLOW PREVENTER
BACKFLOW PREVENTER
- WILKINS 950L OR EQUIVALENT
DIRECTION OF FLOW
2" POTABLE WATER SERVICE
N.T.S
CONCRETE SLAB
CLEAN OUT DETAIL
N.T.S
45' ELI
GLUE
J
3
.7*— V" 9v _ O.
TYP., ARKING/PAINT STRIPE DETAIL
^ N.T.S
FRAM E
MINIMUM AVERAGE WEIGHT 40 LBS.
10.75"
0.25"
u
r
u
1.5"
SECTION C SECTION D
V--RIBS B COVER
WATER A MINIMUM AVERAGE WEIGHT 20 LBS.
METER
PLAN
1'-7 3/8" 9.625" N
2.25" .75" .86' 1.25 0
0.75
j45.75" 5.75" r-�-
Ll
1'-6 5 8" 0.375" IO
rt
SECTION A SECTION B
WATER METER , QOX
N.T.S
AIN
5LOPE BASED ON SERVICE DIAMETER
AS PER NORTH CAROLINA BUILDING CODE.
NOTE:
CONTRACTOR SHALL VERIFY PRIOR TO
INSTALLATION THAT ELEVATION OF SERVICE
WILL PROVIDE ADEQUATE DEPTH TO SERVE UNIT.
NOTE: USE WYE FITTINGS AT SERVICE
SANITARY SEWER SERVICE
LATERAL DETAI^
N.T.S
0.
8.25"
BOX
5
WATER
❑ ❑ ❑
PLAN
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6.69"DI A
0.5"
125"
0.5"
SEAL
r11
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04
c°
0.5" 0.32"
0.5"
14 04
o6
r
6.5"DIA
0. 5
SECTION " A -- A "
DESIGNED BY: M TA
7.75"
DRAW BY: HWL
11.88"
QuAurrmMTA
Is
MINIMUM WEIGHTS:
ScAu: NOTED
EXTENSION
Box 0
FILE NUMBO: 5724
Les.
EXTENSION 40 LBS.
DATE: 11-2-06
NOTE:
CIVIL
VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS_
SITE AND
HEAVY DUTY LID
REQUIRED. SEE SD 14-08.
UTILITY DETAILS
sNEET NBMBM:
WATER
VALVE_ C�4UNG
uur wuu nu.
C2.01
N.T.S
OF
' -, �. . Ir. .Y i � �- ,{ t: 1 .n -r •'1 I.y 1�1..•�Il +'w Y�t r>,-17r Rfl, {PtC C;: Y•'fl'1 }+lh ,. �'
• Y .�•. ... ..� .r .. . t „' :'�. ., li 1 fl 1, 1r4:., tl.`. •t'. .�.� l•-

PLANT AQUATIC VEGETATION ON 6:1 VEGETATIVE CON TRU,CTION SEQUENCE: a En
SHELF - ARROWHEAD/DUCK POTATO OR 5' 1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH COUNTY EROSION INSPECTOR.La
PICKERELWEED - 1 /SF 0.5 i�
La OUTLET STRUCTURE 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. 8 o
-POND OVERFLOW SEED AS PER SEEDING SCHEDULE 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER a
28.13 10. p DETENTION BASIN, SEDIMENT TRAPS, AND SWALES. +-as
RIPRAP 6 _ = x NOTE: USE. INFILTRATION BASIN EXCAVATIONS AS SEDIMENT BASINS DURING in s Jd
EX GRADE TYP) 5 I- GRADING OPERATIONS. F
EX GRADE -I 11=i
3 (MIN.) I � I � �-,. �L' �' 'n 4. COMMENCE GRADING OPERATIONS FOR PARKING, TRAPS AND SWALES, AND
- #5 WASHED STON W
'� I �I ICI I CURB AND GUTTERS. o a
Ik c� 1$" RCP �_ EL=24-5 -- - -- - ----- I-L- --- -' I 11 El I w
= 1 ~ 11=1 5. STABILIZE ALL DISTURBED AREAS A5 SOON AS FINAL GRADES ARE ESTABLISHED.
i I i-L�i 6. ONCE IMPERVIOUS SURFACES (PAVEMENT, BUILDINGS) ARE COMPLETE, ALL ACCUMULATEDa' a
2 I I III 111111�11 II I II !I 11 I I�I I II I k 111 I II I II 131 i I- 11 I (1 I If 11� -t 11-1 I 1-11 I SEDIMENT SHALL BE REMOVED FROM DETENTION DEVICES. THE DETENTION
3 INVJ21.0-- 3 INV 21_p FILTER FABRIC DEVICES SHALL THEN BE REWORKED AS NECESSARY TO ACHIEVE THE INVERTS, H
TOPS, AND DIMENSIONS, AS REQUIRED BY THESE DOCUMENTS. THE DETENTION 4
SLOPE PLAN RIP RAP STONE DEVICES WILL BEGIN THEIR PERMANENT PURPOSE OF TREATING RUNOFF FROM THE ? Q N �+
DETENTION POND DETAIL, 21 MIN. "
TOE SLOPE CLASS B 5" TO i 5 IMPERVIOUS SURFACES. THIS SMALL BE A REQUIREMENT OF THE CONTRACTOR
R l P RAP DIMENSIONS N.T.S RANGE NC DOT BEFORE HE DEMOBILIZES THE SITE. c F
DESIGN SETTLE OVERFILL 6" FOR w of
WIRE FENCE AND POST (4 REQ'D.} 7. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT m M d�
OUTLET oo A La w De tI, Average TOP SETTLEMENT Z
(in) (ft) (ft (ft) (in5 Rip Rap FILTER FABRIC - - VEGETATIVE COVER IS ESTABLISHED. Z c
I Size in -I I WEIR WIDTH: 6.p MIN. _ _ � Z '�
PLAN POND OVERFLOW 18 4.5 9 10.5 10 5 I-TI - - 1 I I I -� I I- i i `- MUM dam
Z Z v �+
1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING W a Z a, cis
& P1 TO POND #57 STONE I I I I II I f = -� OPERATIONS. z ' A a
VARIES - SEE PLAN 1 -O TALL x I - O rz O
II=II I 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION i=
VARIES - SEE PLAN FINISH GRADE III- TI 2.1 SIDE BEYOND GRADING LIMITS. -
%T DEPTH AS SPECIFIED _ I�1 �- -I 1 ` SLOPE MAX. N S
SUE3GRADE _ it I- -_ 1- 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE Z a •- m 0
�I BY-PASS C6" FROM SITE. $ 3 rc
rc
FILTER CLOTH �,, �l/ r I _ I BELOW SETTLED
z ! 4. COMPACT ALL FILL AREAS TO 957: OF MAXIMUM DENSITY.
\ ;r\� STORM DRAIN �`� `o\1 NATURAL FILTER { 3' MIN. 1;1 SIDETOP OF DAM 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
FILTER CLOTH CATCH BASIN GROUND FABRIC SLOE MAX. THAN 3:1 SLOPES, EXCEPT 2:1 SLOPES IN THE FOREBAY OF POND. Z
\` 6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. a
ECTION SECTION �'_0„ _ EDIMENT BASIN DETAIL, 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
N.T.S GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN,
OUTLET Tom_ LLAT AREA Q;�ET TO DITCH MIN. uC W
• W ~
RIPRAP DETAILS 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A Q Z
N.T.S I N LE SED I N T G N TR TAIL VIOLATION AND IS SUBJECT TO A FINE. Z
"•T•$ REQUIRED ON DROP INLETS DI THRU DI5 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING M Q 4
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND F'
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
STEEL POST CURB GRAD 't 1 -6 0.625 SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
.y PVMT.� MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
WIRE FENCE _X AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS.
FILTER MEDIA EXXONEXPANION 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
8'
GTF 1OOE OR BRICK WALLS ENGINEER, AND OWNER.
� RESTRASINT
APPROVED EQUAL 3/4 CEMENT PLASTER 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
MIN. 12-1 /2 GA. w Li
- CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
INTERMEDIATE = j < MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
WIRES o _ © j GRANTED BY THE EROSION CONTROL INSPECTOR.
Z 'ORE pF- 5. IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING
''^:"' �-TET OPERATIONS AND WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL
to
+�+^ ! A� ,.��,--:;a,T _ _ Y DISTURBED AREAS, INCLUDING THE DITCHES MUST BE SEEDED, MULCHED, AND TACKED, 7
1 -- Y/ UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL INSPECTOR.
I C)
q0 T - A" " MAINTENANCE PLAN: Z ,,.,..
--- SECTIONe-e 1
NOTE:
5'-0" STEEL POST 8" BACKFILL & COMPACT 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
1. 4" DEEP X 8" WIDE CONCRETE COPING STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL
U MIN 8" TRENCH AFTER 5'-10" MIN. ALL AROUND BASIN CASTING_ I
PLACING FABRIC „ BUT IN NO CAST" LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS 0.. }-
STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES 5'-4" 2. ALL CONCRETE TO BE CLASS A WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. �
" 3. FOR CASTING DETAIL SEE SD 14-03 Q �
INDICATED ON PLAN AS - SF- SF -SF NOTES T PVMT. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET V)
1.) STONE SHALL BE #4 WASHED STONE (6" THICK) CURB & GUTTER PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. V? x
NOTES. „ 2. THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. W �-
1.) WIRE FENCE SHALL BE A MIN. OF 32 IN WIDTH AND SHALL ) -
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING, FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY 3. SEDIMENT WILL BE REMOVED FROM THE SILT SACK AFTER EVERY TWO RAIN cc 0-
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR CASTING 0-
EVENTS. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE p (,� x
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. A� F THAN 4 INCHES. REPAIR / REPLACE THE SILT SACK AS NECESSARY TO w w
180 PSI. BURST {ASTM-D-2263) � I � - � > w w `� I
TENSILE {ASTM-D-16$2), ' MAINTAIN THE BARRIER. Z
AND 70 ON COE E.O.S. TEST. :s.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT _I W U
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE 4. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THEY ARE HALF FULL. 0 v n
3) SELF-FASTENERSTEEL POST ALTYPE 5'-0' IN HEIGHT AND BE OF THE DONE ON AN AREA STABLIZED NTH CRUSHED STONE WHICH DRAINS INSTALLATION ETA � 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND z L M
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN Q i L0 O
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT A VIGOROUS, DENS£ VEGETATIVE COVER. rY < I)I C)
8` APART O.C. WITH WERE BACKING. SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER --COURSE. �B I N T i M N T 6. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS Z . J ©, _ w Z "
5.)
SURFACE EROSION. ACTOR TO FIELD LOCATE A5 NECESSARY TO CONTROL 4.) PUBLICDIMENT RIGHTS SPILLED,
WAY MUST BE REMOVED IMMEDIATELY. NTO ejAU
CONTROL � /� E DETAIL PERIODICARE ALLY
TOPPEDDiRESSEDI NTHDEPOSITED �S THE ASPHALT AND STONE WILL BE 0 #4 STONE TO MAINTAIN 6- DEPTH. 0 Q Q PO cn can a -
am tim
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL TEMPORARY CONSTRUCTION ENTRANCE CATCH BASIN DETAIL N.Ts (SILT SACK OR EQUIVALENT) 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
N.T.S N.T.S N.T.S 1„ REBAR FOR BAG CURB WITH FIELD CONSTRUCTION CONDITIONS.
REMOVAL_ FROM INLET OPENING
(REBAR NOT INCLUDED) 2. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY BORROW
MATERIAL REQUIRED FROM SOURCES OFF THE SITE AT NO ADDITIONAL Z
- COST TO THE OWNER. ALL BORROWED MATERIAL MUST COME FROM
OPTIONAL OVERFLOW A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE. O
75"
3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE N
0.DETAIL SHOWING TYPES OF GRATES TO
P BE USED ACCORDING TO WATER FLOW. 35.75" 2.75" 5ILTSACK� FOAM REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS. D 00
P OR EQUAL FI cN
J � PE "G" TYPE "E" TYPE "F" „
1.5 _ DUMP LOOPS LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
iv A A (REBAR NOT FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET r 0 Z
WATER FLOW SAG WATER FLOW c,, INCLUDED) SEED (NON-NCDOT RIGHT OF WAY): PER ACRE Q J
A A SECTION - LL SECTION - MM --� -'� �. '�' 1" ^ NOVi�MBER--MARCH BERMUDA (UNHULLED) 20 LBS. 0 O
50 LBS. WINTER RYE (GRAIN) W
B.j__ -_ Q 80 LBS. FESCUE = U
1" 1 5 EXISTING a MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS, r Q
PLAN „ CURB INLET ° :. 80 LBS. FESCUE y W =
FRAME, GRATE & HOOD ASS Y 1 1 5 .� 4 6 MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) m
2" SECTION - BB 1.5" " SECTION - BB ° ON ALL SEEDED AREAS. W Q O
0.62
6 SECTION - PP I r ,� _� -•jl e :b TACK: ALL SLOPES NTH STRAW MULCH EXCEEDING 3: 3 TO HAVE (1 Z z
24" WATER FLOW SAG WATER FLOW 1.75" � 25,a ° ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. ��/ O Z
36" 9" (0 SECTION - AA ¢ cii Q
" TYPE "F" TYPE "E" TYPE "G" q_ a _ - alc AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING. U U U
v 1.3 1.37 TYPE -- E OR EQUAL ON ALL DISTURBED AREAS. L'1 J uj Z
K K " = RAISED FLOW -'
L 1 • ARROW 1 /16" HIGH * MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED O 0 O
SECTION - AA RAISED FLOW INLET-EDIMENT CONTROL DEVICE DETAIL W f CURB DEFLECTOR Q �'
J L 3" SECTION - NN A 2•75" ARROW 1/16" HIGH AND/OR FOR CONTRACT TIME. a �
FRAME PLAN 5 6 ,, a o 15„ A 2 75" N.T.S (SILT SACK OR EQUIVALENT) SEA
Q O p " UAINTENANCE .PLAN FOR DE I10N POND A
3" 0.75" O " D un 1 5 PROVIDE ACCESS T TO PREVENT Q
" D � � T SHALL HAVE OPENINGS 1 • GRASSING AROUND ANY DETENTION/RETENTION FACILITY SHALL, BE MAINTAINED 1� THE EROSION OF 0
0.5 4 i 5 GRATING, HINGED GRATINGS THESE AREAS. THE AREAS SHALL BE PERIODICALLY MOWED TO MAINTAIN THE AESTHETIC QUALITY OF THE
0• 1.5„ N TOP 28.13 ON ONE SIDE 3 0 AND BE ABLE TO HANDLE SITE AND TO PREVENT A REDUCTION IN CAPACITY OF THE STORM WATER SYSTEM. GRASS ON SLOPES -
'� SHOULD NOT EXCEED A HEIGHT OF 15 INCHES.
61 24i1:� ,
„
" 300 PSF LOADING SEAL
1 " " 4.6 " 6"12 A " �� a A 3,000 PSI CONCRETE i J1 2. OPEN DITCHES SHALL BE KEPT FREE OF UNDESIRABLE GROWTH AND MOWED OR MAINTAINED TO THE DESIGN
0.7 " 75 0.75 = c�+ F� " 1.7 1.5 1.75" 1.5" � __j 3 CROSS --SECTION AND AREA AS SHOWN ON THE STORM WATER MANAGEMENT PLAN APPROVED BY THE CITY �. F 14
1 4.63 " 9" 1.75" �_ yam! lTl l i- AND ON FILE IN THE OFFICE OF THE CITY ENGINEER. GROWTH ON THE SLOPES AND BOTTOM SHOULD NOT ''i��, �G$
" SECTION - RR " I I EXCEED A HEIGHT OF 8 INCHES. T. A ,
s 9 35.75" 1.50"R - +wra'�.4��•
R " 1.5 0.19 „ �' 3 OR HINDER "OPERATION AND MAINTENANCE OFETHE OSTORM WATER SYSTEM. SHALL NOT REDUCE THE CAPACITY I�
HOOD ELEVATION _.0�.}7�5�" 0 75 5,12 --++�- �n " .13 2' X 2' I.D. I
II " 6 " i� 0.6� p LE 1-5„ 0.12 1.50"R .19" " � { I TO SWALE 4. THE FACILITY SHALL BE ROUTINELY CHECKED FOR AND CLEARED OF ALL ACCUMULATEON OF DEBRIS AND pMGNED yr: MTA
"`ice D 01 TYPE - F Ff-- 0.5 PVC THE DETENTION/RETENTION FACILITY OUTLET STRUCTURE CLEARED OF ANY BLOCKAGE THAT IS PRESENT.
0 7 -�� �, 12" ENV. 24.5 I I 5. STORM DRAINAGE PIPES AND CULVERTS SHALL BE PERIODICALLY INSPECTED FOR DEBRIS AND SAND BUILD-UP. oR"" BY;
HWl
6 36" 6 SECTION - JJ 0.88" 15" - r I I NV. 24.00 THEY SHALL BE CLEANED AS NECESSARY TO PROVIDE FOR THE FREE CONVEYANCE OF STORM WATER ouAuTr cow Roy: MTA
3.5 ' _ 3.5 SECTION - AA - AS DESIGNED. Sc,�u : NOTED
_. I 6. THE DETENTION/RETENTION FACILITY SHALL BE MAINTAINED AT THE DESIGN flEPTH AS SHOWN ON THE
SECTION - KK „ 00 $g" ..� WATER ANAGEM NT PLAN APPROVED BY THE CITY AND ON FILE: IN THE OFFICE OF THE CITY ENGINEER -
DETAIL
wul�a�t` 5724
REFERENCE TO NCppT SECTION - AA I -'� - ...�� :. . � : , � � - - ,. .-- � "� 18" RCP ©ATE: 11-2-06
DETAIL NO. W.03. 1,5 - A 1 � k=rE 1:-. #4 0 6" O.C. 3" C� NOES: THE POND SHALL BE INSPECTED ON A REGULAR BASIS BUT NOT LESS THAN EVERY SIX MONTHS.
11 . 4 T 1. CONTINUOUS RUBBER WATER STOP DEBRIS AND SEDIMENT SHALL BE REMOVED IF: EROSION CONTROL
NOTE: USE TYPE "E","F",& "G" GRATE UNLESS TYPE - G #4 12" O.C. E.W. AT ALL CONSTRUCTION JOINTS (a) THE PRIMARY OUTLET CAPACITY IS IMPAIRED AND/OR & STORM WATER
OTHERWISE INDICATED 2. FOR EMERGENCY MAINTAINENCE, USE (b) THE DEPTH OF THE FAOLITY IS MORE THAN ONE FOOT ABOVE THE ORIGINAL FACILITY DEPTH OR FACILITY DETAILS
PORTABLE PUMP TO DRAIN POND - VOLUME* IS REDUCED BY 25% OF THE DESIGN IMPOUNDMENT VOLUME.
SHEET NUMBER:
STRUCTURE.
our THROUGH OUTLET 7. LANDSCAPING SHALL BE MAINTAENED TO INSURE THAT LANDSCAPE MATERIALS LIVE AND PROSPER.
C2.02 CATCH BASIN CASTING FOR PRE -CAST CATCH BASIN GRATE FOR PRE -CAST OUTLET STRUCTURE DETAIL
N.T.S N.T.S N.T.Sof

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o I ryO _ 0 \ \\ A� �, \ , PALM BEACH L GROUP, LLC 3 72
(SECTION ONE) / �2259 �v \ A PORTION OF GROVE PARK PROPERTIES TRACT j/� 33 V
n 25 OJ \\ �/ \\ \\ x31.19 1 3 1
C MAP BOOK 37 PAGE 112 O Q � D \ o ro MAP BOOK 45 PAGE 327 s / ! 1
° i Q' Ca \ \ Py \\ems \ „ o \ rs
of [� ZONE 'R-15" c� ;Q\ \ \ \ \ 1� \\� \\\ \ LONE R-15" EXIST. D WAY EXIST.%CURB .3�3fo9
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30.48 29.92 A I
INV.: 22.45 DEMOLITION PLAN
_ r o o
\ SCALE: 1" = 30'-0"a \ 33-02
\\ \ x 29. °� 3D. 02 -EXIST
r . rM. C.C/i J = \ 9sF�\ � 30.31 71 j sA �o. R38'
�. £, C. M. \ J Q \\ C2j\\ \ \ ` 1.80 30.41 / l x
LUL 2 r � 29.68 , 4 x •-\ \ \ma`s ` \ �\ 3 .29 zs.�z N3473628'F DROP INLET \ j I J 6f
BREWS TER PLACE O \\\�%\� \\ 15.00 TOP, 29.33 26 I 1
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i 30- x m 3t7 (38 \ 31.59
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ONC) 1 \ C.O. z9-eo TOP: 2S 67
! TOP ry� \ R. INV.: 22.77 LOT IR
r x d INV• 27.5 2935 9.r7 PALM BEACH DEV GROUP, C.LC W \ (�
J ! 3aD3x \ \ N34-3 'E r_ A POR77ON OF GROVE PARK PROPERTIES TRACT z /
J 75.OD' T . ° 9' 4 MAP BOOK 45 PAGE 327 W Qj
R ' ZONE B-2" o- Q
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\ \ LOT 3 -1� 29.23 7 ° �r� NOTE.• AMERIHOST INN and SUITES � V 10
1 BREWSTFR Py A }E 74"PINE
i ! \ \ as \ �� F.F.E.=31.70
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C LION C NL, PI
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MAP 14 'A
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Ayc�F oFS
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MAP BOOK 37 PAGE 712 i x q '` / R2' , . k3o 95 0 ^ \ 31. �- R
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Q_ 30.71 x 14'*P;; 2V 7
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! SUBDIVISION OF THE ELIJAH MOORE PROPERTY u. K31.70
1 ! 1 Q6�. vx�i_64 N "��� RECORDED IN MAP BOOK 2 A T PAGE 20
i r OF THE NEW HANOVER COUNTY REGISTRY 3 7o x4r s'8^o'�F 12'PINE R5, R2.5' \ Y6 29.25
LOT 6r 81 32.. 37 ry R5'
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NOTE: KOHL S RESTURANT F.F.E. =35. 39 q L P I ,
MAP 900K 37 ^AGE 112 J � 33.74 33.74 3J 4 � 7 � r x 34-18
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DROP INLET i 3 99
TOP- 33- 4,5 x 335, '
a SDMN
6N V.: 37,05 = 1 RIM: 33. 71
INV.: 29.71
N 74199E.7456
E 2 3.33852 0641 I
(NA0 19H.3) X 34. s7
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34 55 x 34.07
� Ja 64 j
O I O 34.66 I x 33.84 r
N.C. GRID A? 7N. MYRTLE GROVE VOLUNTEER FIRE DEPARTMENT
""E1tINIS " NAO 1987BOOK 7495 PAGE 1857
N 736262.66r0
POWER
E 23 52814. 7010
POI F
` DROP INLET
Cl. '"r TOP: 34.44
0 INV. 31. 4,9
60,
5,9"
SITE DATA TABLE
PROPERTY SITE
2.03 AC
ZONING
B-2 HWY. BUS.
FRONT SETBACK
35 FT. MIN.
SIDE SETBACK (2.75 x BLDG. HT.)
64 FT.
REAR SETBACK (3.73 x BLDG. HT.)
86 FT.
BUILDING HEIGHT (40' MAX. ALLOWED)
23 FT.
BUILDING USE
BANK
BUILDING GROSS FLOOR AREA
5200 SF
PARKING REQ'D ® 1/150 SF
35
PARKING PROVIDED
STANDARD SPACES
42
HC SPACES
2
TOTAL
44
LANDSCAPING
CALCULATIONS
PARKING LOT PERIMETER
10 FT. MIN. REQ'D
PARKING LOT INTERIOR
8% OF TOTAL VEHICLE AREA
(0.08 x 40500)
3240 SF
PROVIDED
4115 SF
FOUNDATION PLANTINGS (12% OF BLDG. FACE)
REQ'D PROVIDED
NORTH
185 SF 850 SF
SOUTH
185 SF 200 SF
EAST
215 SF 325 SF
WEST
215 SF 425 SF
TOTAL
800 SF 1825 SF
STREETYARD REQUIRED (FRONTAGE X 25 FT,)
140 X 25 = 3500 SF
PROVIDED = 3500 SF
L E
G E
N
D
SYMBOL/ABREWATION
LIGHT LINE INDICATES EXISTING
SWBM1A&VEWA7XW
BOLDER
LINE
INDICATES PROPOSED
018"PINE Exist. Pine Tre
o
18'PW Exist. Pine Tre
a
Exist. Conc.
Area
Proposed
`-
Conc. Area
Building
E.k.P.
Iron Pipe
P.S.
Iron Pipe Set
•
Property Corner
P.O.B.
Point Of Beginning
P.O.C.
Point Of Commencement
B.F.E.
Base Flood Elevation
R/W
Right -Of -Way
SD
Storm Drain
--FAT
Curb Inlet .
❑
Drop Inlet
Ob
Storm Drain Manhole
SS
Sanitary Sewer
(D
Sanitary Sewer Manhole
W
Water Line
Y,
Fire Hydrant
Utility Pole
Light Pole
Misc. Pole
OHP
Overhead Power
INV.
Invert
U GE
Underground Electric
(Progress Energy
Approx. Location)
e to be
Removed - 18" Dia.
e to Remain - 18" Dia.
WV
N
Water Valve
N C N G
North Carolina
Natural Gas
(Underground Gas
Approx. Location)
ID
Sign
Handi-cap Parking
EXIST.
Existing
4=
Traffic now Direction
U.N.O.
Unless Noted Otherwise
TYP.
Typical
REQ'D
Required
PERM.
Permanent
BLDG.
Building
Arch.
Architectural Drawings
FFE
Finish Floor Elevation
EL.
Elevation
f
Approximate (Approx.)
W/
With
SF
Silt fence
LU U) 0
Z UA
c
za
Q Z >W� N� C
g LU a Z rn 0) tin
0 d C CV N 0
JZ O or-r-ate..
CCW
WZaf MGM
oj E
U M W
a
M M
W W
W 3 z
- 0 z
rM M
Z
d-
F-
o
0
U
Z
J
0)
C
F
I
Q
0
❑
0
�
W
LLJ
CC
EJ_
w
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a-
o
U
W
[{)
j
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W
Q
u�
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V
�
a
U
n
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LQ
(!)
rn
I
LLJ
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0
op
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r
LLJ
Z
O
_3
Q
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0
CL
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0
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Z00
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❑
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0
0
UJ
m
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U
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Z
Z
F-- er
0
U) Q
o
F---
U 0
NOTES:LLJJ W C) Z
1. Boundary provided by Survey dated Aug. 14, 2006 from O J N
Michael Underwood Associates. a Q
2. Contractor / owner required to contact NC One Calf,
Progress Energy, Piedmont Natural Gas, Charter Cable, SEAL
Bell South, City of Wilmington, and New Hanover County, CA
prior to digging or connecting to utilities.
3. GAS LINE PRESENT - Contact Piedmont Natural Gas. :p
4. For temporary waterline during construction, appiy in 4 Q I
advance. RPZ required on project side of meter. AL t
5. Verify existing utility locations and elevations prior to s 24419 IVconstruction. This may require test pits, hand digging,
etc. to the satisfaction of utility owner. , •yQ. 0
6. Any proposed irrigation systems to be supplied by City.
Water shall comply with City Cross Connection Contra
Registration. Call 343-3910.
7. Any backflow devices have to be USCFCCCHR or USC
approved.
Survey Reference DESIGNED BY: MTA
Mop Book 45 Page 327 DRAWN BY: HWL
Map Book 42 Page 249 QUALITY CON_11R0i MTA
Map Book 37 Page 112 SCALE: NOTED
Map Book 2 Page 20
Survey Pe aced by: FILE NUMBER: 5724
Charels C. Moore, Jr. P.L.S. No. L-1318 DATE: 9-27-06
r Property Survey for: CIVIL -DEMO PLAN
j James T. Turlington and Betty Turlington & SITE LAYOUT
Dated: May 11, 2005 AND UTILITY PLAN
GRAPHIC SCALE: 1"=30' SHEET NUMBER:
30 0 30 60 C 1 .01
ram- -, -'!
t.t.
r. ..:.�.. , tt t.. �,i �:.,: i ... .'.t ., s. .., .: .. ....w t. i .s .t.:, �.. I:i �h. �.. .,,..{. •��• •o,L1 ,.s��.:if'y ♦1e �..:l.i� .�:;:,4., t,i.4!

1W
".
1W
f RIM: 29 60
INV.: 79.29
8,vB(�SLc��r<
cEyaT_<oC/py
SDMH
7cR / RIM: 29. is
�� �Op� SFt9r dQR/N DUp� v� f IN24.99
j ° 325 as p�T r07j4GE o�dc 89
SSMH
f J Z rs2g d x�z2lsz _` \ RIM: 26.62
JJ ��
P. 0. B.
a I £ 2333928.6159 f 28.62 x
f (NAO 798.3) I
LOT r [ 2a.arx
G BRENSTER PLACE 1
e (SECTION ONE)
a MAP BOOK 37 PAGE 112
CIO
CIO ZONE "R-15"
f E OND So
O"o 1
1.-�
PERM.
P. o. C. r POOL
FL, 24.0j =
LOT 2
29.68
x8IOt17
(SECTN ONE)VAPP1 r2
ZONE "R 15 J
TON D
I I s0.0.3 x EL. 30.0'
1
LOT 5 1 0
1 BREWSTER PLACE i O� i
(SF(-TION ONE)
1` MAP BOOK: 37 PAGE ' 14" l �
{ ZONE R-15" 1
LIMIT OF DISTURBANCE. 1
1 & PROPERTY LINE i
1
! I f iz�y ~ �
LONG
i u 11 f 5 � WIDE MIN,
car 4 IEL, 24.0.
Evr
r BREWST'ER PI ACE
1 (SECTION ONE)
MAP BOOK 37 PAGE 172 I Z5'
ZONE R-15" 11 2:
1 3ors.K
"1 1 r J 1 BEG[N J
ILT
FENCE I
r'
1 1 3> x
f j ! f \ F30.4B
Q BREWnl
S LOT
PLACE
3r 53 B�REBgY
I
f _ f oM 0
1 (SECT1,7N ONE)
MAP ROOK ?T PAGE 772 J
ZONE "R-15" c.r_R.
N 742224.3(536
E 2333888.2173
r. (HAD 1983)
r' 1
� J i
EC.k". LOT
� BREWSTER PLACE
(SEC77ON CGNE)
MAP BOOK 37 PAGE 772 1
ZONE R-15"
\ � 1
i r
r �
I \
7' '1�
1 L )T
RRFWSTLr
-LIMIT OF
PROPERN LINE
NCE
I VI1LIffVl Vl• fIlllV! !l I VIl ll Vll Vf LVI I
SUBDIVISION OF THE ELIJAH MOORE PROPERTY
RECORDED IN MAP BOOK 2 AT PAGE 20
OF THE NEW HANOVER COUNTY REGISTRY
2.031 ACRES(TOTAL)/88,647f SQ. FT (TOTAL)
ZONE "B-2"
---rr1P RAP APRON
LIMIT OF DISTURBANCE
LOT 2H
PALM BEACH OEV GROUP, LLC
A PORTION OF GROVE PARK PROPERTIES TRACT
19 TIN MAP BOOK 45ZONE "R PAGE 3z7 PROOF D15�RBgN
SIL
FENCE
CE
ERN LINE
3o.as z9.e2
EES
24" RCP
INV : 22.45
72 N3436 28"E
75-00' DROP INLET
s, TOP: 29.33
F
INV, 26.63
- - ' .11 -
PAD
STEV,7N A. xC�Hi_
MAP L ^ I; 2 PL. 20
ZONE 'B-2"
� II
I 34.02
DRAINAGE
STRUCTURES
DI
TOP
EL.
NORTH
INV.
SOUTH
INV.
EAST
INV.
WEST
INV.
1
31.53
-
-
-
29.20
2
31.57
28.56
-
27.98
27.98
3
31.57
-
j
27.79
27.79
27.51
-
27.51
27.26
M50
-
28.22
-
I -
PIPE TABLE
ID
SIZE
IN
MAT'L
LENGTH
SLOPE
X
INV.
UP
INV.
DOWN
P1
18
RCP
25
0.32
27.26
27.18
P2
15
RCP
78
0.91
28.22
27.51
P3
15
RCP
94
0.30
27.79
27.51
P4
15
RCP
62
0.31
27.98
27.79
P5
15
RCP
113
1.08
29.20
27.98
P6
8
PVC
55
0.96
29.09
28.56
P7
6
PVC
57
3.26
31.12
29.26
P8
6
1 PVC
87
0.49
29.69
29.26
P91
6
1 PVC
57
0.54
30.00
29.69
P10
18
RCP
41
2.27
24.00
23.00
POWER �1M17 pF DISTURBANCE
POLE
DROP 'NLET
TOP: 8.67
INV . LOT 1R
PROVIDE SILT SACK PALM BEACIN OEV GROUP, LLC
A PORTION OF GROVE PARK PROPERTIES TRACT
MAP BOOK 45 PAGE 327
ZONE B-2"
NOTE:• AMERIHOST INN and SUITES
�eF F.F.E. =31.70
� rS . 9cti
f ( (SEcT]ON ()/',E) ! f NOTE- KOHL'S RESTURANT F.F.E.=35.39 & PROPERTY LINE 33
1 MAP PA;E 712
/ (3}GUY
ZONE 'R-15" (SIDE DOOR ADJACENT TO SUBJECT PROPERTY) �3'4
33-8J
I ArRE
� POWER
f ` POLE
33, 45
DROP INLET
- - f TOP. 37. 45 ~ N 141998.7456
E 2333852.0647
(.vao T9a-3J �
q
r'
t �
ter` y
1
N_ C. GR7U MU^J, MYRTLE GROVE VOLUNTEER FIRE DEPARTMENT
"ENN7S" NAr' ]9S3 BOOK 1495 PACE 1$57
N ,36,'K62,6b10 POER
E 2332814.?U10 E
� POLE
I
wI
I
Wl
R/W
f
V)
cis cr Z
o
1 ur u °u"'uc L
`s AID N
L �Qj V
..- N
L
V
f W E
f
1
��
GRAND cNAmpM Ro y
50'
VICINITY MAP NO SCALE
1
J�
� 1 I
I� I
1 � �
U IOQ
1 Q
j�
1
FES
181,
$ RCP 33.28 33 76 '33' 48
INV: 24.45 ti
33.74
32.12 XI$T. 1
R27 I slo I-W
-LIMIT pF DISTURBANCE f 36 6'
I
33.87
3.345
6 I� DROP 1NLE7 V
I/ SNCF TOP: 37.52
I INV: 23.02 1
33,02 EXIST. f�
��ROP }HEFT 1 0
R38 j TOP 30.94
1z2��j INV. 23.46
-33.96 PROVIDE SILT SACK
1
f
T OF DISTURBAN
'ROP RTY LINE
FES
18" RCP
INV. 29.
RIM: 33- 71
INV: 29.7
\f
� sQ'
f
33 84 f
DROP INLET
TOP: 34. 44
INV.: 37.49
L E G E
N D
SYMBOL/ABREVIATION LIGHT LINE INDICATES EXISTING
sAweea/AlefiEHAllm BOLDER
LINE INDICATES PROPOSED
0 C.O.
Proposed Clean out
- - - - 3 2
- - - Exist. Contour
■ C.B.
Proposed Catch Basin
32
New Contour
❑
Exist. Drop Inlet
+ 31.2
Exist. Spot EL.
-'-- W -
Water Line
+ 31.2
New Spot EL.
►�
New Water Valve
-SF-
Temporary Silt Fence
pQ
Exist. Water Valve
- LD'
Limits of Disturbance
❑M
Water Meter
R.
Radius
BPF
-SS-
Back Flow Preventer
Sanitary Sewer Line
0
C&G
Sign
Curb & Gutter
a
Traffic Flow Direction
RCP
Reinf. Conic. Pipe
U.N.O.
Unless Noted Otherwise
SD
Exist. Storm Drain
Typ,
Typical
Exist. Curb Inlet
REQ'D
Required
Storm Drain Manhole
PERM.
permanent
Qs
Sanitary Sewer Manhole
BLDG.
Building
Fire Hydrant
Arch.
Architectural Drawings
Utility Pole
FIFE
Finish Floor Elevation
Light Pole
FE
Finish Elevation
E..P.
Iron Pipe
TW
Top Of Walk
1. P. S.
Iron Pipe Set
EL.
Elevation
+
Property Corner
t
Approximate (Approx.)
P.D.B.
Point Of Beginning
CONC.
Concrete
P.O.C.
Point Of Commencement
INV
I
Invert
B.F.E.
Base Flood Elevation
With
o
Misc. Pole
EXIST.
Existing
Utility Pole
R/W
Right--Of--Way
OHP
Overhead Power
o 1a PrNE
Exist. Pine Tree
UGE
Underground Electric
18" Dia.
(Progress Energy
Boundary Line
Approx. Location)
Exist. Conc.
NCNG
North Carolina
Area
Natural Gas
(Underground Gas
Proposed
Approx. Location)
Conc. Area
�-a--o-
Indicates Tree
Z _' ! ' r ,, / Building
Protection Fencing
EROSION CONTROL AND
STORM WATER DATA
DRAINAGE AREA TO POND 1.26 AC
DISTURBED AREA 2.03 AC
SCS SOIL TYPE: LY (LYNN HAVEN
FINE SAND)
IMPERVIOUS DATA:
BUILDINGS 5200
STREETS 0
a
CY
E
zCK
Z lob
W ZV _ W C
_ {WwaW m
- C4
204ZmMia
� a m eCi c
�Z d�
1Z _j
XU)i m ESA o
U co M W
Z
M W
W
CZ
-0Z
Maya
v��-
Z
F-
0
Z--
U
Z
Cb
J
CY)
r
i
00
Q
3
\
(n
W
Li
LA_
W
[�
CL
oUW
�
LLj
w�
w
Q
LC)
�
r
CU
0
a
U
O0s
\
V!
_j
.^
u7
Lu
V)
o,
I
fY
110
Q
W
Q
u7
-D
od
�
W
J
cr
In
W
Q
¢
po
(n
(n
a-
- 516'78'72 "W
I PARKING 32925 Z
35.87' i SIDEWALKS 2650
FES OTHER _ 0
7$" RCP z TOTAL 40775 � CV
iNV.: 25.76 IMPERVIOUS (BUA) 0.46 Z d
o0
U✓IRE ` 1. Based on visual observation, no wetlands appear
�present on site. Q
POWER Q ,1 1 2. Contact NC One Call before digging, 0 O J
PULE 3. All roof drains have to be routed to the parking
X Q' surface or storm drain so as to be directed to the W W 0
(2)CUY O IRE'� v stormwater pond for treatment. = Q
V Q 4. Pond to be used as a sediment trap during U U
construction. All run-off from disturbed areas W =
shall be routed to this pond. After site has been I-
J j paved, seeded, and stabilized, pond shall be cleaned m
Q I Q QZ11 of all sediment and restored to design, so as to W Q O
(� r' function as intended. r 1 Z Z
1� 5. All spot elevations are back of curb unless labeled V "D
otherwise. Z 0 O
1 O 6. Limit of disturbance is located along the PROPERTY
CE Q LINE unless labeled otherwise. U :5 <
Designers Plan Certification: J W
rn "I hereby certify that this plan has been prepared in accordance with the latest 0 J © O
�J New Hanover County Ordinances and Storm Water Design anuaC Of (0 J_
8 Signature: _� � 1. -4--:- _. CL ¢ Q U.) 3:
Printed Name and Title: 1 t Af-"r"i M IF m. et -
Date: , Z .20cc, SEAL
Registration Number: 1�C4'�9 '
0 s R
Property Owner's Certification: 0
"I (We) hereby certify that I (we) am (are) the current owner of the property and `
that upon receipt of Authorization -To -Construct' any clearing, grading, construction
or development will be preformed in accordance with this pion and that the applicable .SEAL
r ordinances and rules of New Hanover County, the State ofNorth Carolina and the 2"19
I v Fedreol Government and its agencies which are hereby made part of this plan.
f
i
As the owner, I (we) accept full responsibility for the construction and operation and
maintenance of the proposed facilities. I (we) will not attempt to transfer this
responsibility without the written authorization of New Hanover County."
Signature:
re
60
Printed Name and Title:
Date:
�(D
sa'
f Survey Reference
Map Book 45 Page 327
DESIGNED BY: MTA
DRAWN BY: HWL
I
J
J
Ma Book 42 Page 249
P 9
Map Book 37 Page 112
Map Book 2 Page 20
QUALITY coNiRQu MTA
SCALE: NOTED
FILE NUMBER: 4
(
Survey Perpared by.
f Charels C. Moore, Jr. P.L.S. No. L-1318
DATE: 9-27--06
f
! Property Survey for:
James T. Turlington and Betty Turtington
Dated: May 11, 2005
GRADING, EROSION
CONTROL, AND
STORMWATER PLAN
i I
GRAPHIC SCALE_ 1 "=30'
SHEET NUMBER:
f
30 0 30 60
C1.02
Of

:ic3i_ xi LlEsilc_,. _ _C:.. L•:+ �__� --- __: ._.s s s1wL
PLANT AQUATIC VEGETATION ON 6:1 VEGETATIVE CONSTRUCTION SEQUENCE:
SHELF - ARROWHEAD/DUCK POTATO OR 5' 1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH COUNTY EROSION INSPECTOR.
PICKERELWEED - 1/SF 0.5'
La � 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.
OUTLET STRUCTURE - 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER
r POND OVERFLOW SEED AS PER SEEDING SCHEDULE 0 DETENTION BASIN, SEDIMENT TRAPS, AND SWALES.
RfPRAP 028.5 6' (nrp. _ x NOTE: USE INFILTRATION BASIN EXCAVATIONS AS SEDIMENT BASINS DURING V)
EL - r GRADING OPERATIONS. o
EX GRADE EX GRADE I it If III I-1 ! #5 WASHED STON `I' +n 4. COMMENCE GRADING OPERATIONS FOR PARKING, TRAPS AND SWALES, AND w
5
III! III -II CURB AND GUTTERS.
� o------- �,�
EL-24.0 1 EL-24.0 I { I f �� E-_ _ 5. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
18" RCP --=------- -- = === _= ============- I I !--III-III-1 ! I-i i i- -i i - i i a--i i G-i -i j i-i i-1 i i-i i i- -E i -� -� -a t
Q 1-------_ --_ III-III-III-111=III-=1 I -III-III-III-III=III-1 ?=1 I- -III-III-I I f- s. ONCE IMPERVIOUS SURFACES (PAVEMENT, BUILDINGS) ARE COMPLETE, ALL ACCUMULATED
-=------- SEDIMENT SHALL BE REMOVED FROM DETENTION DEVICES. THE DETENTION
_ _ _ _ 6 T==== 2 - -- -
I f DEVICES SHALL THEN BE REWORKED AS NECESSARY TO ACHIEVE THE INVERTS,
11-- ---_ =J`3 1 - FILTER FABRIC TOPS AND DIMENSIONS, AS REQUIRED BY THESE DOCUMENTS. THE DETENTION
a
3 INV 21.0 INV 21.0 o
SLOPE PLAN RIP RAP STONE DEVICES WILL BEGIN THEIR PERMANENT PURPOSE OF TREATING RUNOFF FROM THE
" CLASS B 5" TO 15" IMPERVIOUS SURFACES. THIS SHAM BE A REQUIREMENT OF THE CONTRACTOR
TOE SLOPE DETENTION POND DETAIL 21 MIN' RANGE NC DOT BEFORE HE DEMOBILIZES THE SITE. 0 E
N.T.S DESIGN SETTLE OVERFILL 6" FOR U., ul
RIP RAP DIMENSIONS WIRE FENCE AND POST (4 REQ'D.) 7. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT Z cr m (n
OUTLET Do A La W De th Average FILTER FABRIC TOP - - SETTLEMENT VEGETATIVE COVER IS ESTABLISHED. zz w g a
gs
(in) (ft) (ft)(ft) (in) Rip Rap _ I I -
_ _ WEIR WIDTH: 6.0 MIN. �,., z oao �+- m
I Size (in =I ! 1..iGRADING KIESz cs N o�
PLAN POND OVERFLOW 18 4.5 9 10.5 10 5 _ III !- 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING ¢ z
VARIES -SEE PLAN #57 STONE __I OPERATIONS. cs m c N
6" TALL x ! 1 I I - 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION ti "
VARIES - SEE PLAN Y�`��; DEPTH AS SPECIFIED FINISH GRADE g I!� ,! ,I 2:1 SIDE BEYOND GRADING LIMITS.
o c
zI--� i- -I ! SLOPE MAX. V1 q� ei ei
a7 �n = - + ` ` 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
w Z CL - M M
SUBGRADE r- -� EMERGENCY u� o
" U
FROM SITE. as
? FILTER CLOTH�/ ►� / / _f BY- PASS 6 v E
^' \�� TOP OF DTLLD 4. COMPACT ALLFILL AREAS TO 95% OF MAXIMUM DENSITY. �ry
STORM DRAIN /,` �` NATURAL FILTER 3' MIN . 1:1 SIDE 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
FILTER CLOTH CATCH BASIN �` GROUND FABRIC SLOPE MAX. THAN 3:1 SLOPES, EXCEPT 2:1 SLOPES IN THE FOREBAY OF POND. Z
S CTION SECTION � � „ SEDIMENT ©AST N DETAILS 6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. Q
-0 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED Im
OUTLET TO FLAT AREA OUTLET TO DITCH
MIN. N•ES GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. m W
�,�QSMON CONTROL: W = Z
RIP RAP DETAILS INLET SEDIMENT C 0 N TR O L DETAIL 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A N
N.T.S VIOLATION AND IS SUBJECT TO A FINE. Z
N-T-S REQUIRED ON DROP INLETS DI1 THRU DI5 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING M m Q
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND 0 1--
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
STEEL POST CURB GRAD 1'-6" 0.625" SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
WIRE FENCE - PVMT. MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
8" AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS.
FILTER MEDIA EXXON 5O 2S, N 3. ADDITIONAL DEVICES MAY BE REQUIRED A5 AGREED UPON BY FIELD INSPECTOR,
GTF 100E OR " EXPANSION ENGINEER, AND OWNER.
8 BRICK WALLS RESTRAINT
APPROVED EQUAL w_ 3/4" CEMENT PLASTER (n 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
MIN. 12-1 /2 GA. �_ w CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
INTERMEDIATE
> Q
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
WIRES o o � GRANTED BY THE EROSION CONTROL INSPECTOR.
z ��E OU 5. IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING
�S AgE7 OPERATIONS AND WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL
uj
DISTURBED AREAS, INCLUDING THE DITCHES MUST BE SEEDED, MULCHED, AND TACKED, Z C4
�a,Q f° UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL INSPECTOR. 00
00 O444 SECTION "A -A" " n MAINTENANCE E AN: z � 1
NOTE � SECTION B-B I
TF5'-O" STEEL POST BACKFILL &COMPACT NOS' " 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR U Z n
8 8" TRENCH AFTER " 1. 4 DEEP X 8 WIDE CONCRETE COPING STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL rn
MiN. 5 _10 MIN. ALL AROUND BASIN CASTING. „ " BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS 0- }- I
PLACING FABRIC STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES 5'-4" 2. ALL CONCRETE TO BE CLASS A 00
" 3. FOR CASTING DETAIL SEE SD 14-03 WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACIICI�S AS DESIGNED. Q d:-
INDICATED ON PLAN AS - SF- SF -SF - NOTES: PVMT. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET
NOTES 1.) STONE SMALL BE #4 WASHED STONE (6" THICK) CURB & GUTTER PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. W
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL 2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR _ THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. W
" FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF --WAY. THIS MAY io 3. SEDIMENT WILL BE REMOVED FROM THE SILT SACK AFTER EVERY TWO RAIN W CL
HAVE A MIN. OF SIX LINE WIRES WI11-I 12 STAY SPACING. / CASTING EVENTS. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE O U
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR Z o x .-
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. A A c m THAN 4 INCHES. REPAIR / REPLACE THE SILT SACK AS NECESSARY TO � w
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) -f' I I I ` MAINTAIN THE BARRIER. Ld Z
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT > W LW Q 1
AND 70 ON COE E.O.S. TEST. � � I
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE 4. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THEY ARE HALF FULL. w U
3.) STEEL. POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS i- U Q
�= fNSTALLATi0N DETA!L 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND LJ
SELF -FASTENER TYPE. INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND ' MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN Z _j LO (n I
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT A VfGOR(?t1S, DENSE VEGETATIVE COVER. Q w Q LO O0 00
8' APART O.C. WITH WIRE BACKING. SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE. B 6. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS W J af I�7
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL 4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PLAN INLET SEDIMENT ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE Z J p - Q
SURFACE EROSION. PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. CONTROL DEVICE DETAIL PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 DEPTH. O Q Q in (n (n a.
SILT SACK OR EQUIVALENT sITE NOTES
:
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL TEMPORARY CONSTRUCTION ENTRANCE CATCH BASIN DETAIL N.T.s ( ) 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
T.S N.T.S N.T.S 1" REBAR FOR BAG - CURB WITH FIELD CONSTRUCTION CONDITIONS.
N REMOVAL FROM INLET ® OPENING 2. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY ( �� INCI:uoED) MATERIAL REQUIRED FROM SOURCES OFF THE SITE AT NO ADDITIONAL z
COST TO THE OWNER. ALL BORROWED MATERIAL MUST COME FROM
„
OPTIONAL OVERFLOW • A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE.
3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE z N
0.75" DETAIL SHOWING TYPES OF GRATES . p " ® -�"' FOAM REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS.
P P BE USED ACCORDING TO WATER FLOW. 35.75 2.75 S1Li5ACiCDO
"G" TYPE "E" TYPE "F" " OR EQUAL � DING SPECIFICATIONS . (V
1.5 _ DUMP LOOPS LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
I � � I % l I1 I I E II ' - - 00 (R�BAR NOT INCLUDED) Q
�� 1Lu LJ I ! 2.1 N N A ��0 A FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET C�
WATER FLOW SAG WATER FLOW (A �����0� � � Q Z
SECTION - LL SECTION - MM -� --�� - I �--`
1 - SEED (NON-NCDOT RIGHT OF WAY): PER ACRE Q O J
cn NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS. W Q
amp• 50 LBS. O
WINTER RYE (GRAIN}
80 LBS. FESCUE _
PLAN 1 1.5" EXISTING a a a MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS. Q U
" CUIFC 4 4 d 80 LBS. FESCUE W
FRAME, GRATE &HOOD ASS'Y 1 1. 5" a Q Q MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) m
2 S£C110N - BB „ 1.5 „ SI^CTION BB
ON ALL SEEDED AREAS. W Q O
6 24" SECTION - PP I �_ " TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE U Z Z
e ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. J
WATER FLOW SAG WATER FLOW 1.75 7 . • � O
-I-I `5„ z
9" a
„ 1 7 _ e - . * AFTER SOIL PREPARATION AND SEEDING, _
36" � v 3 " TYPE "F" TYPE "Ep TYPE "G" SECTION - ACE E a INSTALL .�JTE MATTING. ~ � Q ~
Q � v �
1.3 OR EQUAL ON ALL DISTURBED AREAS. W w Z
K K " _ = RAISED FLOW -7 .j W- © -
IL ARROW 1/16" HIGH * MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED O J 0 N
SECTION - AA 1 RAISED FLOW INLET SEDIMENT CONTROL DEVICE DETAIL Wz CURB DEFLECTOR / J
AND OR FOR CONTRACT TIME. It © c0
J L 3" SECTION - NN
A 2.75" ARROW 1/16" HIGH -•• •• O- '� Q � �
A 2 75" N-T-s (SILT SACK OR EQUIVALENT)
FRAME PLAN 5.62" � O � �1.5" D O : � SEAL � �
3" 0.75" 6 O 0 D ,n 1.5" PROVIDE ACCESS MAINTENANCE PLAN FOR QFTENTIQN POND ��(N
„ „ " O �. 1. GRASSING AROUND ANY DETENTION/RETENTION FACILITY SHALL BE MAINTAINED TO PREVENT THE EROSION OF Q
0. GRATING, HINGED 5 d � 1.5 „ ri THESE AREAS. THE AREAS SHALL BE PERIODICALLY MOWED TO MAINTAIN THE AESTHETIC QUALITY OF THE Z
O. m 2.12" 1.5 c� TOP 2$.5 ONE SIDE SITE AND TO PREVENT A REDUCTION IN CAPACITY OF THE STORM WATER SYSTEM. GRASS ON SLOPES ti SEAL
4" " cn O O 6 SHOULD NOT EXCEED A HEIGHT OF 15 INCHES.
1 " �, 4.6 6" A 3,000 PSI CONCRETE 24419
" 75" 0.75 j 1.5"� A _ 2. OPEN DITCHES SHALL BE KEPT FREE. OF UNDESIRABLE GROWTH AND MOWED OR MAINTAINED TO THE DESIGN
0.7 4.63" 1•75" 1� 9" 1.75" 1.5" �.� III CROSS-SECTION AND AREA AS SHOWN ON THE STORM ,WWATER MANAGEMENT �6NN APPROVED BY THE CITY
1 i� 1.75" - -III-11I�' AND ON FILE IN THE OFFICE OF THE CITY ENGINEER. GROWTH ON THE SLOPES AND BOTTOM SHOULD NOT
" r i� ,�i
3 SECTION - RR " EXCEED A HEIGHT OF 8 INCHES.
+a;� T. A
r
R 3555" 019" 1.50"R __ 3. LANDSCAPING OF THE AREA AROUND THE DETENTION/RETENTION FACILITY SHALL NOT REDUCE THE CAPACITY
" 04;_- p + OR HINDER OPERATION AND MAINTENANCE OF THE STORM WATER SYSTEM.
HOOD ELEVATION 0.75" " 0 0 75" 5.12'� " 0.12" 131 2 X 2 I_D. + ��
.fig 0.5 o 1.5 1.50"R�, „ " +-T 4. THE FACILITY SHALL BE ROUTINELY CHECKED FOR AND CLEARED OF ALL ACCUMULATION OF DEBRIS AND
< -�F� .19 2 PVC + TO SWALE yes+r,NeD eY: MTA
+ THE DETENTION RETENTION FACILITY OUTLET STRUCTURE CLEARED OF ANY BLOCKAGE THAT IS PRESENT.
TYPE - F " INV. 24.0 + / DRAWN BY- HWL
0.7 6 - 6 = n� �•�I / 1 5" 12 �', = i 5. STORM DRAINAGE PIPES AND CULVERTS SHALL BE PERIODICALLY INSPECTED FOR DEBRIS AND SAND BUILD-UP.
36" " SECTION - JJ 0.88 -� € ; E INV. 24.00 THEY SHALL BE CLEANED AS NECESSARY TO PROVIDE FOR THE FREE CONVEYANCE OF STORM WATER QUALITY CONTROL: MTA
3.5 � � - 3.5 - - - ----
SECTION - AA I } AS DESIGNED. SCALE: NOTED
SECTION - KK I'" 6. THE DETENTION/RETENTION FACILITY SHALL BE MAINTAINED AT THE DESIGN DEPTH AS SHOWN ON THE
" AT
0.$$" __I � - � - ° � = FILE Nl11ukBER: rJ724 -
REFERENCE TO NCDOT " SECTION - AA -! -- ! - " °. '� 18" RCP STORM+! WA MANAGEMENLPPLA. APPROVED BY THE CITY AND ON FILE IN THE OFFICE OF THE CITY ENGINEER.
I I -I I
DETAIL NO. M.03. 1 5 S 1 _ " THE POND SHALL BE INSPECTED ON A REGULAR BASIS BUT NOT LESS THAN EVERY SIX MONTHS.
D"T = 9"27� 06
� --� _=� I f=1 l �-_i I':-- #4 ®6 O.C. " � NOTES:
NOTE: USE TYPE "E","F",& "G" GRATE UNLESS 3 _ - 3 CLR. 1. CONTINUOUS RUBBER WATER STOP DEBRIS AND SEDIMENT SHALL BE REMOVED IF: EROSION CONTROL
TYPE - G �€4 12 O.C. E.W. AT ALL CONSTRUCTION JOINTS (a) THE PRIMARY OUTLET CAPACITY IS IMPAIRED AND/OR & STORM WATER
OTHERWISE INDICATED 2. FOR EMERGENCY MAINTAINENCE, USE (b) THE DEPTH OF THE FACILITY IS MORE THAN ONE FOOT ABOVE THE ORIGINAL FACILITY DEPTH OR FACILITY DETAILS
PORTABLE PUMP TO DRAIN POND - VOLUME IS REDUCED BY 25% OF THE DESIGN IMPOUNDMENT VOLUME. SHEET NUMBER:
CATCH BASIN CASTING FOR PRE -CAST CATCH BASIN GRATE FOR PRE -CAST OUTLET STRUCTURE DETAIL PUMP STRUCTURE. OUT THROUGH OUTLET 7. LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT LANDSCAPE MATERIALS LIVE AND PROSPER. C2.02
N.T.S N.T.S N.T.SOF

J l ..A 1 L �1� �1 a.L '. — � _ _ n ., ._ .'�; :.. �.;p_ a :' L .ri _.._ _•L. [ i 1A .+.• .t_:A.!.I—i
6"
FACE OF CURB
3" R
T.O.C.
.,-BATTER 1" IN 6"
It
LOP FT1 /2. 1 /8" R
0ft
T.O.P
O
- —.�
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It
a
a.
a
- ri1EvE
11-6" 3000 PSI CONC.
AT
CROWN PAVEMENT
6"
FACE OF CURB
3w R
T.O.C.
�-BATTER 1" IN 6"
QD
.. SLOPE 1 /2" 1 /8" R
O
PE_R FT - T.O.P.
'
4 d
a '
I1 i II III -I _ -
3000 PSI CONC.
11-6w
I' `I
AT INVERTED CROWN PAVEMENT
CURB AND GUTTER DETAILS
N.T.S
SLOPE AS PER PLAN
2" NCDOT SF9.5A SLOPE AS PER PLAN
CURB & GUTTER ASPHALT LAYER
(SEE DETAIL) SLOPE AS PER PLAN
r .l
CABC STONE BASE
I SUBGRADE SUBJECT SUBJECT TO PROOFROLL.
REMOVE ANY PUMPING MATERIAL.
REPLACE W/ SELECT MATERIAL &
COMPACT IN SIX INCH LIFTS.
STANDARD INVERTED CROWN
2" NCDOT SF9.5A
SLOPE AS PER PLAN ASPHALT LAYER
SLOPE AS PER PLAN
CURB &GUTTER SLOPE AS PER PLAN
(SEE DETAIL)
a ,
s a
-1 ! -7 ---i ; i_�i 6" CABC STONE BASE
SUBGRADE SUBJECT TO PROOFROLL.
REMOVE ANY PUMPING .MATERIAL.
REPLACE W/ SELECT MATERIAL &
COMPACT IN SIX INCH LIFTS.
STANDARD CROWN
SLOPE AS PER PLAN
2" NCDOT SF9.5A SLOPE AS PER PLAN
CURB & GUTTER ASPHALT LAYER
(SEE DETAIL) SLOPE AS PER PLAN
I--
I�Aq
18 CABC STONE BASE
SUBGRADE SUBJECT TO PROOFROLL.
REMOVE ANY PUMPING MATERIAL.
REPLACE W/ SELECT MATERIAL &
COMPACT IN SIX INCH LIFTS.
HEAVY-DUTY INVERTED CROWN
2" NCDOT SF9.5A
SLOPE AS PER PLAN ASPHALT LAYER
SLOPE AS PER PLAN
CURB & GUTTER (SEE DETAIL) SLOPE AS PER PLAN
=1 I I=Ti-1 I I-! I I=
i i--�`� 8" CABC STONE BASE "1 i
SUBGRADE SUBJECT TO PROOFROLL.
REMOVE ANY PUMPING MATERIAL.
REPLACE W/ SELECT MATERIAL &
COMPACT IN SIX INCH LIFTS.
HEAVY-DUTY CROWN
PAVEMENT CROSS SECTIONS
N.T.S
Q
h Q >
a
CORP STOP:
MUELLER H15000
FORD B21����1��i•� 2,_6w
HAYS 4003' �'l�' MIN
2" TYPE "K" SOFT COPPERFTUING
rYPANCION JrANT
STANDARD SIDEWALK DETAIL
N.T.S
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE
(SEE SITE PLAN FOR WIDTH)
6X6 X W1.4 X WI W.W.F. 1w RADIUS
a PAVEMENT
(SEE PAVEMENT
DETAIL)
COMPACTED
SUBGRADE
8" 8" - -
F
TURNDOWN SIDEWALK DETAIL
N.T.S
CONCRETE BUMPER DETAIL_ IF NEEDED,
N.T.S
CLEAN OUT DETAIL
N.T.S
LARGE CAST IRON METER BOX
0'-6" X2" HEX BOLTS
MAXI
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
MUELLER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
STANDARD NC DOT SIGN -
#R7-8D SEE ENLARGEMENT
AT RIGHT
82—Ow 81-0» 89
—Ow
e WIDE PAINT STRIPS
WHITE, 2 UNIFORM C0ill
APPLY TO CLEAN, DRY
BITUM CONC. SURFACE
COMPLETELY CONCEAL!
THE PAVEMENT.
PAINT TO CONFORM
TO FEDERAL SPEC.
TT-P-115-E.
1 v vvr\V w vv 1 eL.l♦ �!"{I� AV VI�JJ IJLL
HANDICAPPED PARKING PAINT STRIPE DETAIL
N.T.S
It V-0"
STANDARD NC DOT SIGN 1
#R7-8 SEE ENLARGEMENT
AT RIGHT
VAN
°' ACCESSIBLE LEGEND AND BORDER - GREEN
GS 20-37.6, BACKGROUND - WHITE
STANDARD NC DOT SIGN 60" IF MOUNTED ON BLDG RESERVED
#R7--8D SEE ENLARGEMENT OR POST BEHIND SIDEWALK PARKING
AT RIGHT is
4 2 1/2"0 GALV. STEEL POST 8e MIN IF PEDESTRIAN iI
PATH FROM CAR TO WHITE SYMBOL ON
APPROX' AN WALK PASSES BY OR BLUE BACKGROUND
GRADE OR TOP UNDER THE SIGN BACKGROUND -WHITE
OF PAVEMENT LEGEND & BORDER - GREEN
-I I !- 11==!III III-III-1 I I_`I I I= MAXIMUM
_ PENALTY
I-! I I I I S250 LEGEND AND BORDER - GREEN
-f GS 20-37.8 BACKGROUND - WHITE
10"o CONC. iv
HANDICAPPED PARKING SIGN DETAILS
N. T.S
3
ix
c�
fl C.I. BOX
�& COVER
m
45' ELBOW
GLUE CAP
INSULATED PROTECTIVE ENCLOSURE
WITH FREEZE AND THEFT PROTECTION
CONFORMING TO ASSE 1060
1 1 /2" DOUBLE CHECKED BACKFLOW PREVENTER
BACKFLOW PREVENTER
- WILKINS 950L OR EQUIVALENT
z
r
N
DIRECTION OF FLOW
2" POTABLE WATER SERVICE
N.T.S
Rismil wlai�'i►1 '
LAY SEWER AT
MIN. SLOPE
11 MAIN
LATERAL
SLOPE BASED ON SERVICE DIAMETER
AS PER NORTH CAROLINA BUILDING CODE.
NOTE:
CONTRACTOR SHALL VERIFY PRIOR TO
INSTALLATION THAT ELEVATION OF SERVICE
WILL PROVIDE ADEQUATE DEPTH TO SERVE UNIT.
NOTE: USE WYE FITTINGS AT SERVICE
SANITARY SEWER SERVICE
LATERAL DETAIL
N.T.S
V-RIBS
0.
0.5"
r%
10.75"
9'-O" 9'-V"
1 v vVl♦V �i vv 1 IVI\
TYP._ PARKING/PAINT STRIPE DETAIL
N.T.S
FRAME
MINIMUM AVERAGE WEIGHT 40 LBS.
0.25"
1.5"
SECTION C SECTION D
// B COVER
��jj
WATER A MINIMUM AVERAGE WEIGHT 20 LBS.
F5\ METER
PLAN
1 `-7 3/8" 9.625" N
2.25" .75" 86 1.25 0
0.75 =k
5.75" I 5.75"
V-6 5 8" 0.375"111)
SECTION A SECTION B
WATER METER BOX
N.T.S
V
" A
5
0.5"
o _
r N
u'i 0.5"
01 C14
7.75"
000
WATER
❑❑❑
PLAN
6.fi9"DIA
125"
L0,32" 0.5"
6.5"DIA
SECTION "A —A„
-0.5"
in
MINIMUM WEIGHTS:
EXTENSION TOP 10 LBS.
BOX 40 LBS.
NOTE: EXTENSION 40 LBS.
VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS.
HEAVY DUTY LID REQUIRED. SEE SO 14-08.
WATER VALVE CASTING
N.T.S
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DESIGNED BY: MTA
DRAWN BY: HWL
QUALITY GONiROL: MTA
SCALE: NOTED
RLE NUMBER: 5724
DATE: 9 - 2 7- 06
CIVIL
SITE AND
UTILITY DETAILS
SHEET NUMBER:
C2.01
OF
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