SW7121108_APPROVED PLANS_20130208

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODIN(
POST -CONSTRUCTION PER[
SWy��%�
❑ CURRENT PERMIT
APPROVED PLANS
❑
HISTORICAL FILE
DOC DATE
YYYYMMDD

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711
IA
1
1
14
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17
-a AIANUAIENT
I RLBORO
= 669, 615.457'
= 2,418,213.63I'
19
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11
ROBERT L. M. DAMS, ET. ALS:
DO 2889, P 665
.rtn
WIN1 TY MAP
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REMAINDER OF i .. .
MB 44, P 43
MB 54, P 93 r
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r..� R/W C
EIP !
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W NOTE DASHED LANES ARE 9/OW BY A6 44, P 45 AND MB 54, P 92
AND WERE NOT SURWMP BY ARM71C SLARVEYAVGy P.A. I
Qry — D RA
42
/ I APPROVED LEGEND r
EIP = EXIS77NG IRON PIPE
'aPTh CAROLINA EI+#'JIRi7!�it�9ENTAL O = NO POINT SET
MANAGEMENT COMMISSION � +
DIVISION OF WATER CAJALITY �� =NOT TO SCALE C
! AL =AREA LIGHT
R ~�
FH =FIRE HYDRANT
r
CB = CATCH BASIN r
_
go DI = DROP INLET i
MH —MANHOLE -
J!' �— I\j CO = CLEAN OUT
} v F
=WATER VALVE r
�CNS
PI V =POST INDICATOR VALVE � s
CLF — CHAIN LINK FENCE ;
MBL =MINIMUM BUILDING LINE
I HB = HOSE BIB i
I ACREAGE DATA s
FES _FLARED END SECTION
14.97 AC. t s
UOT — USED OIL TANK B
EXCL. R/W RCP_
BY COMPUTER FES = FLARED END SEC ONNFORCED E PIPE k
IFDC = FIRE DEPARTMENT CONNECTION
= LINES SURVEYED
SWRCE OF nrrE —� =LINES NOT SURVEYED
Ira
N
i'
A
7
0
9
10
11
12
13
14
15
EIP
CONTROL
CORNER
N = 669,834.91'
E = 2, 414, 924.1,3'
hR +h,
DB 1012, P 380 —W = WATER LINE Issue Date, 12/11/12
EXIS I NG SI TE CONDI77ONS DOMB44, P 453 TB DR
BUILDIINGF DRAIN Revlslonsi
MB 47, P 129 1SMSD = 1 STORY MASONITE SIDING DWELLING
40 20 0 40' MB 54, P 92 TPH = TIN PACK HOUSE
1 =40'-0" DB2889, P 665 C = TIN SWELTER
CO
CC = CHICKEN COOP
16
87B = BULK TOBACCO BARN A
TC8 = TIN COVERED BUILDING
IUD = WOOD FRAME DIELLING
C�
17 18 19 1 20

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L
2
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1 2 3 4 5 6 7 L 8 9 10 11 112 13 1 14 15 16 17 1 18
THIS PROPERTY 15 LOCATED IN ZONE X AND IS NOT NOTE,* ALL ELEVA71ONS SHOWN ARE RELATIVE TO NAVD 1988
IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY BASED UPON BENCHMARKS SHOWN HEREON AS
SCALING AND GRAPHIC PLOTTING FROM N.FI,P. RATE MAPS. ESTABUSHED BY NCVRS NETK #?K RIK.
DATED 1-2-04 COMMUNITY PANEL 370190-4617-J ROBERT L. M. DAV1S, ET. ALS.
DB 2889, P 665
- �ury RIF.AIOVAI OF E7I�SIAMG STRUCTLiRESy AM J10= 0EIVT
moor MARLBORO
LPT AAIO NEIL L5 TFA*: RIE11Y ADD ALl1<RN41F N = 669,615.457'
OF Ca4S'TAL BEWRAGE COAPANY,
ANa AV COpRDMVAMV NTH RQ9EIRT GMAL CONIRACTOR TC RSWOW E = 2,418,213631'
L AIL DAWS EJnrSWX BARNS
...... INV--73 84— �pp
INV=74.37
SOIL PA TH — �-
HW 'O' INV=73 54 _ - -r,:� — �_ ga +'Igo 61
AL
1 I \ 11 - 11111111
rr i h, 0------_ --_ _� — --- .-� __._. __ _ � � L ��. \ SOIL PATH F.; �
— F
� � 11 � I I I 1 INV=74.49
528'—i{jliiilj +�'
.�\,` I TPH 1 I^ 1SMSW 2
AL �l 1175'1 — 9QQ61' ) / % $�� :'NIP
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?1b ROBERT L. M. DAM ET. ALS
+�,
rs 3 2 3 3 3 3 3 3 3 3 3 3 1 1111 r 1111 ``�B•�.� 3 3 3 3 3 DB 2889, P 6fi5
10 t + I
10' LAND BiAFFEiP 111 I I i I I • \ �� 1 �' WFD
/�1 //I1 �� �� / 'iili Jill \ E
BIB BTB + i'
J /1 / INV=73.40 ���\ �. CC / 1 l 11 I i I l \ Nk — ! L -
l1 I! I �� \ / LPT A4 i i I fillI \ ��
N ASH P AN M % I I/ �o ����` C/ G +� i 1 11 Jill \ 19 +1�' \ +$ +
NOTE. DASHED LINES ARE SHOWN BY MB 44, 45 D 6 54, P 92 I/�t� 1 ��� �� + / 1 I I \ •� + ! I BENCHMARK IS TOP OF FLANGE \tf
AND WERE NOT SURVEYED BY A7LANT7C SURVEYING, P.A. I 1 //^l / I r 1 ��° ;§ \ �O — ` j i BOL T OVER THE LARGEST OUTLET \\ �_
► rn , r 1. l ) \ I ELEVA LION 84.22 I
E DOGWOOD RIDGE; L.L.0
DB 1632, P 142
MB 27, P 57
0
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A
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N. /
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-{i rr _ -'-'v .T� ��+ C '~ - � � .7 ��� r �w � r. ► ' �. �� ����.��...r�
777 ` r r� �'r f. r
C � = r�•�. �/ I it �r � #r j"i.+ y r .��j�•��r�' :,i' L .rlr r�.�•r i, �
sJ�1 s��s l•1� j�'�" s� �� is�i '
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iBENCHMARK IS TOP OF fZANGE I "/ I 11our To wai AIEW
ELEVA77ON y -x / 1 'I ' •I ',� �f / �1 I id' 3' ~ 75.92 "r �" I
pw
r Pvc ,.II NEW •UIDW l r ,h•l I ,� 1
r 1 i ( . irr iiir�,� sir�iilrrlrrl'�I �irsi ,sr� `rrr%rrrwr/�irrriiiii it'll •`rrr a �.rar. J, r LI ! �lI fwlr ilrrf I �� �+{�� .� �. '' ' • 1
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PVC C900 ROW MANS Ok/W TER
•I'' 1 ET _� 1� f. T��� ��� ��'� l Ai Y ?Y I �l qfi ,ti
DO 2869, P 665/ 1� / •
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i �"�•\\\� / iia �ii Lni/r�i awi�• /t iii� ai �w.jii �irwwr wwww��:llCr twrr rww �iiirr s� �... ==r /� ,�/� - !■,{ 1 REMOW / :I-T ,,j 1�' ` r.�►irrw�i/,i/wiw�rir.v �i --Y a•l.rP s - wI S.'1t�'r - ~ �li1 I
Dww 76.18
• YI ` r� 1719 70P OF BANK
/ 1 xISTING E I ' : W�a1r:AAf9.RLV0-V -:: :.l• '+ oA
QC,/If'"MR SEPARATOR PITT:: ° GREASE SAIJ�' AA0.
177AA ll]MVG'Al1f T -'
�. RExO+cA rAnar" TER k . g
REAIOW AA0 >E G1C%M'A
1 1 1 1 J 1 1 1 SEPARATi�R FRL1i1 8' WALLT.0..:~ ASPHALT PARKING L01'
2. REM W E�I�SI,IIIG PIT SUB BOrT W AND �' �
61ACIaU WIH SELECT FXLl C0II1FACT N 8- Ate/ I fi;
1 LIIFTS AL c;
1 1 �.
1 N
RE7OYE 4 PVC A1VCE7" AllDk OUTLET
1 1 + 1 # I e�' ,{ T MTA#&Vr PIT Ti? TiAE SW DOAEN.9M
MD 1w L#F E EV - a m
=' : ...
1 11 1 I TrrIP OIF EIEY 7aaID: I \ _...
I
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I N: '� ! � 1 srAB = 8' TI�ARgC BARS 12 aC' Eal! , � .•�o. ' _ . p� : .... .. -��` `•1
DETEA:..r� ! l� .i. • . I
1 1 1 10,00097 18 18' 30 i i50 1 WALLS - 0 WERIICAL. BAR 24 LOWG 2 al~ i .:~: TOP = 80.52-'.. .: :.:..: , .
+� 1 i 1 I , POUR WALL WIH MOO PS1 � �
I 11 II SURFAl,"T' . �Ri_A N a 1 ! , ' s' : ` " `
I 4r j 1 1 I .� A+vsTALL E71RSAWG AL HAliil .� : '.....11- 12 RCP !N 76.77 =
I Q p Q ti 1 1 f1' RLY� ' =18" RCP 1N 76.73
!1, tea.
I I 4 F,� w 1-ING BUILQING �•�_
+
—, FINISH R VA TIN 84.OS .l ��•• FINISHED FLGO ELE 0
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I I I + y �.i AL * \� ray � +$ �� +� I 101 EXPA "ON.
1 I CB• :. �4ti , 79. G;, fir' 4,�rf i;, 1 Sw >f 4:, 4v JOINT
i I I � I �' ... . •..... � ......:- H = '- - i 1 50 1/20
18' 76.
0'R
,
AiEIY A#
I _
EXPANSION
NEi PARKING "NT
N DI
i rb:•_ ' 4 .: / 11 3' SPA !/ m I TOP = 79,66
$1
77.12
FUEL TANKS +1b '26' �- I 3'+. C 2 I I f8" RCP OUT 8' RCP L= .19
INV. 5 O'er ; . , l� / l g� 24" RCP OUT , 76.16
aD ...,.. 1 1
4.... Z
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I'lOOD - 79.47 - _ , - , .. • ai v - . ►i'�Oi�F E76'S.T�IIIG- .I - �.I : .. - - �! � $
GRATE' = 7R 77h' .
R 75.4 -i . -•I
p
ASPHAL T D RI
4 RRCP� UT .23'•
VE
Z
N
EXPAN ONV
REMAINDER OF
US44,P45
MB 54 P 93
HOOD = 79.96 � I � JOINT
,.
_ GRATE = 7926
18" RCP IN = 76.19
24 RCP OUT - 76.16 I y JOIN
EXPAN O1N
ONT {
\�
U LOADING
EXPANSION AND CONTROIC +AOVNT DETAIL FOR IR CK L AREA
- • "00./ • : , �r �� �� ��r. +.......rr� .....� �.... r.� ter► "_' R/ i/
EIP
4� NOTE: DASHED LINES ARE SHOWN BY MB 44, P 45 AND MB 54, P 92
(� AND #ERE NOT SURVEYED BY A7LAN77C SURVEYING, P.A.
_,� I ,�� LANDSCAPING QPRC S
T)PE 1 TYPE 2 TYPE 3
SWALL ORNAW NTAL TREE OP7ONS LARGE Sir1AO6E' W 0P7XWS SOTEEOG OPIM
I' I (1) FLONERM APRICOT 1) SUGAR MAPLE (1) DVARF' 9dilFM HOLLY
OIWO SUKEW (2) RED MAPLE (2) YAUAN HOLLY LEGOW
CAROLINA SEWNIM L (3) GW0 (MALE) (3) CH067 Affif+ET EIP = EXIS77NG IRON PIPE
4MPAWW a#ARY (4) ►AwYLOCusr (MOINEM) (4) JAPANSSE AR I ET 0 = NO POINT SET
YOSWO CMWY (5) A499" HOLLY (5) WAX MYRTLE -ZZ -• = NOT TO SCALE
TF DATA (B) 0?ABAPPLE (B) SHORRAW PJWE' (6) NELLAE/L S1E10S MLY AL - AREA LIGHT
I (7) CRAPE MYRTLE (7) EASM?N RED OAK (7) FOST1O'f HOLLY FH - FIRE HYDRANT
I I I go (8) KOUSA DOGMM (8) IMLLOW OAK CB = CA TCH BASIN
SITE AREA: 16.45 AC 9) FAIWGE 1REF 9) SCARLET OIAK DI = DROP INLET
.TONING- INDUSl rR1AL (�0) l,�d n&E RAIW- W �0) LAL ON MH - MANHOLE
I' I SUILDING SETBACKS FRONT = w, 11)11A*Wiofi IiE (i1) LIT> SLW LAM CO = CLEAN OUT
�♦ ..'- NIoN
REAR � 20, 12) AA 19WAN H RMW M f2j BALD CYPRESS WV = WATER VALVE
LINK (14) SAUfE9R A/AGIIVLrIA CLF =CHAIN L! FENCE
<., � ��,_15,13CAR�f.ILdWi pAff?IRY ULAREL (13) „tAPAN1E5E �LKOVA PIV =POST INDICATOR VALVE
HBL- MINIMUM - HOSE BIB BUILDING LINE
I PARKING REQUIRED. 60 SPACES ACREAGE DATA
PARKIN PROVE 68 EXISM A 14.97 AC. t
G WOWED.- G SP G 'S NOTE 1. LARGE IREFS SMALL BA A AAIMMI.911 OF 2 MFER AND UOT = USED oILN7ANKC770N
.�ST 3 HANDICAP HAVE A WMW HST OF 10 FEFT FROM 17 E QM RCP _ REINFORCED CONCRETE PIPE
26 NEW SPACES SEWAGE FES = FLARED END SEC77ON
I N BY COMPUTER FDC = FIRE DEPARTMENT COIVNEC77ON
TOTAL: 97 SPACES SHG S SHALL JiAVE A AIiMdMUil/ HEN6 F OF 30 AAI �......�� = LINES SURVEYED
SiIALL ATTAAN A Ar�4NAWA1/ 141EIA�/T m 8 FEET AT A144TiAfdIT1: OF VXE ,,,� = LINES NOT SURVEYED
V PLANT@ A AfiUl4ilf14M 01r B FEiT APARTEi SOURCE
R/►y�� ��r
1 1 2 1 3
4
5
7
F'i1 ]URE PARKING:
60 SPACES
VOTOIJ SHA6L W_
DB 101Z P 360
RD = ROOF DRAIN LINE
DB 1078, P 413
—W— = WATER LINE
I�IPERWOUS AREA:
MB 44, P 45
--RD---- ROOF DRAIN
EVS77NG BUILDING:
96.200 SF
M3 47, P 129
MB 54, P 92
78 = AN BUILDING
1SMSD = 1 STORY MASONI7E SIDING DWELLING
EAIS77NG PAVEMENT:
U662 SF
SITE, LANDSCAPING, ,AND DEMOU77ON PLAN
MB 54, P 93
'PH = AN PACK HOUSE
NEW BUILDING.
47,026 SF
DB 2889, P 665
TS = 77M SHELTER
NEW PAVEMENT.•
34,836 SF
40 20
0 40'
CHICKENCOOP
B =cBULK TOBACCO BARN
FUTURE PA "ENT.
1450 SF
1 n=40'-0"
TCB = TIN COVERED BUILDING
MORE BUILDING:
47,550 SF
WFD = WY10D FRAME DWELLING
8
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Issue Bate, 12/11/12
Revisions,

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1 1 2 1 3 4 5 t 6 1 7 8 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 1 20
INV=7,T 84 ,v
' " I
INV=74.37 w NO IF. ALL ELEVATIONS SHOWN ARE RELATIVE TO NA VD 1986 / ` �, � b i
THIS PROPERTY IS LQCATEp IN ZONE X AND IS NOT - - - -- --- - ^'" - - " - - - - - - --- - -- - - - -- LIMITS OF DISTURBANCEBASED UPON BENCHMARKS ESTABLISHED 8Y NCVRS NETWORK EON AS / . ? \ ,
IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY .� SOIL PA TH `
:. x
SCALING AND GRAPHIC PLOT77NG FROM N.F.I.P. RATE' MAPS.---•--HW 1{0-- - - - -�a- -- - -- -_=_ � -_ - - - _- ��__ _ _ - - -` -- AREA CF DISTURBANCE -- 5. 64 A C '1
DATED 1-2-04 COMMUNITY PANEL 370190-4617-J \0 1 INV 7354 '4� - -- - $ -- ` '`�- � � � - °� 1 !� � �
,if ^ 4_�1_ 1 ��°� _ +1 _ _-- ��^- , _ iA •+'� / / Q 1 '. Zm"
rat '"
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1 _` ! �\
dD -- " -_- --- - � _ �- - ` SOIL PA -- - - - -
.
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FO\\ 14 ; 1 Ill i ! I rNv=74.49 _ I �, •-____ _ / -- --
' /1' I r 1 _ ..____. ,._._. - `I� __ja_ - -- � jlit it I iIf11 II a Y 91�� 1 N / -_ / � - - � slr� -
-j RO8E7dT L. M. DAMS, £F ALS � " a
// �� \\ ;\ I c Ill III 1 ! DB 2889, P 665 �-`� 11 1 ��-0 6� 0 �� 1 k1 //
/i / 1l \ \\ I ; 528 'TE1 IIIII f I: `. I �`� gh � 10• / CLASS 1 sTaNE / - y
'/ /l I' `,` \ ' I TPH I I 1 1SMSW ,; , I ►I 1' 1 I' �• +1 + ; ' srRucTCIRE
Ov1LET / � ` VICINITY MAP 0 ,, ,,/ ,,,,, I I, �� I I
'14*
/ / / / �� :\\ �1 \ f 1 E AL I I I III , » er �, \ + i// / / cb .11 ROEC�ERDB 2889,APS6T ALS 65 =
/ I I 1 ^ ! 1 1 I I +-i +n /s 403 LF OF AIEW DVTC�F1 24�r20brt8' ThIKaIC /
I (�'' 1 I 1 -- $$ o a 18.t \• ca
I l NIP `� \\�11 I 1 I h1 I °$12 W g. 909. ,(TOTAL} bI r / F/ $ NIP P �
: I / / I l /1', �\�, 1 I I I I I '�_ � 7. 3 L BT8 . -) rceT rce , I �j z
/ / / / \ ___�_ / + I WELL 'it _ \ f I \ ' L _ J_ E3
l - - - - / 7EAAVWY siI* T I 1 1 I fill �o � i$ 0. r• ;
�I/ 1 / I/ I Hw �� I� -_ J I I I I _ _ ... ... .. " Tw G� BAA�IC
IlI % / l I !NV 73 38 �"\i j F 1 1 I 1 f \ ... ... ... �� o .. ...F + ... 1 ... I ! D a
1 1 I !Ii ��♦ � / 111� I \ BIB h - -i i1 $0�
�� I 1 INV=73.40 1 ��������� CC j I I 1 .........�_..��... \ ... Q. _... ,61DTJi�I/ OF , �..�._.. ... ... //� L____ of
a w z
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Ill iz
lI I tilt' `.� �`� ��`� � � / LpT g1� I tij I I , ... ... .,. .....�\ ...-- - .. BOTT041 OF DITQR! ...... .1_... ... g 6\ c.� 0 o
/lj �t �
116 / ���N , T5 k + I I II \ 1m__ 0 1' { $ + I o a
1 �� $ 11 !� �� N�o,� 1$� j aEAR aG'S= DITCH S11R1� ALL I j ! I- __ __ � g41=4 41.�
/'� 17' I j I I I ��� + lEAOWARY ROpf .. ... + \
'\/ / I 1 �� \�•. C7�EpC DMI 6VIpCf1LL iIl1H SELECT FILL AND ARY ROCK k0 L__ _ - _T�1 `, N T \ I I s` ^ o W " o
ARGAAHLs RAID SQFT AIAIFRIAL. j Ii7P OF BAMK / RELOCAIID \ -+ �" I
// I I �. ��\ tTAAI +° -'0'� FlRE ?DRRAN 0 v g a y U rn z
COWACT X $ LA�'FIS AWN+ 8 PVC C900 ]E>11P01RARY Si4LT x
I I \ _- _ MG47ERL __---__ I �Ar EL'CRV7ROL ' a z A� 9 z b W
.� � �� Oh
% II !�: I l STOIR�II iT � 1� `-�_�-- - •--••_-- -. B Gr41E q c
I 1I '\ Il SER01 VT IRAP go �� 1 5 PEI4MAA19VT AHAAV L►SM<f fDVQE g J0' INV�7 85 $1 48' - .TO'i4Lp IEA14POIPARY SILT CC1t7NER o z r: � O j >' I
NOTE' DA�fED LINES ARE SHOWN BY MB 44, P 45 AND MB 54, P 92 /% I % 11I I EP 11 !I (T►'p) � s �� `� 1°�� °�h � N�'15'1�"E 93523� TOTAL k1 TO AIAIt�! Dd'S1AVC �NUWG g�` V�� _ $\• � g'�� �'?1 N = 669,834.91' " 'I, t � a r i c� �
AND WERE NOT SURVEYED BY ATLANTIC SURVEYING, P.A. / I I /
1 ----- --- - __ E = 2,414,924.1 `3 a N = k N
I/1� , / �/ 49.68 11 1 1 �� w -_ -1$` -- 301?A° 0 Q2QX -_ �,..:��� =_,w= \�� wo
l I'll 1'I j / j 1 ! I I -__ ----. __ - _--_----.._- W_-_- _ \ \ a
it I l/,� /ti :ter fI _L � 16 sar 40 P� rl� - __ -�'==_____ - _____- \`\\ �\ w
M. r
/1 / / Ill // // f 1 / ,: / ' �! .�?J!9` D1TCM f -... _ = _- --_ - =_ --------------- � \� \\ ���\\ \ 1
�I l I I / / fiW=7950 PROWDiE 20 LF OF 8' DIP •----.-„� _ �-�- -_ _ - 1 '1 \ \ 1 \ $ a
1 Ill I / 1 /I•• \.,/ / 3 CEIVIEREi� OW I$" SQW 40 "'`---.CL 1 >
04 3.64T l.25T .23T
aAss B SIi7tME ll i i 1 /illll' , IrNV =iasO I PVC STORM DRA - __ ------ `^� 1� �,'A�V LEAOIE�t AAro - _ _ _ _ _ _ _ _ I I i I I i i I N
1.11 I
OUTLET COrV1TdOl , / I! // 4• - b\ 1k �' �k �`-^---� (xEAN UUT LOICAnCWS: h6 �'�-���� A9EW CIDIVG. P�(IV6 '' - - - - - .9Il _ _ _��8 7 -mow 24 " -- _- g I I 1 I I I a
SIRiICIi /l I I I / 1/ 1q 1g $4. $4• $0 $4. $4. ���-� .. `1. $. �.ti , ;' `_ - - - -- - HO01f7�$l - - - -$� - _ - - - -- i I I 1 I I j 1 I �: a
20'X10'If18' TMM \V I/ I / // 1/ / / + + + -_a + + + 60 + + + �+ T r,:: - � - - - -- -- - - - - - + - + _ - -+- I I I I
r 1 #&-`'7,'L$B- --• - - - - - _ 1 (I I VJ
1 I / I �/ 1/1 tik PROV]D!E r2' SIFPARAItaN A� $4' *-;Lz-:�.:: �!r: '-'_:.''.. ": ; .`. 0 - - - - - - _ _ _ _ _ 1 - - - _ _ _ _ _. -` I I j 1 1 14 1
' I % I I I /! II 8" PVC C8A0 L+IVDIER 16' SC71 ��� _ 81. &• .:' :. ` - - - - - - - -1- - - IIfEW tp' G - - - - - - IIII I
_ /y �y ., .y�1'p. }��/ /`� E�d�ID/� BEiAlr,tfNG- �� - I 1 I
/ I 40 PVC W If$S AREA � tV. t .ILO . . ,: {{/�, w F . • oTiYT • 4 N/�Uj .- - - '7 - _ _ -_ - - . - 1 - `� J I 1 I I 1 1 y
/ 1I1 I/I/I 194p8 -",.. - - - -----------� ---ENO---- IIII I III, r
/ l I / / j// 1I 3C� �����/ Jr - ________- -_____ Iw < �i 79.8f 79:6i 80.13 - - - - - - - _ _ _ ! I I 1 I f I I I'ae
/ a
Ill I � � 80.08 r I I
1 / I1 ' / •� __ . + . �: , - - -;\ -- i -fi r------- _- _ I IIIII
�h l I i/i ///l' I
$° 1 I / I / i ' - -^ ^ ��� RETANIII'VG wALL , ' < A�VV 9� �` -- _ - _ �r =--- 2 5••9.5A 1 - _ - - -__ --.,.-.. - I 1 I f I i I I j j I cz.-+
+ 1 / 1/11
/ /I 3 � .41 -81 FOIAYDAn01V . . 21 -„ -� - "-3'-hr8.Q9 - - -\ - - _ T - _ -a _ I I I v IIIII O �
I / / / / - . 11
- , _ - - -B sic- r aR t -� - i 1 I I a E I
I I I I /IlI I / 1 2, � - --_ to . i '-_ ' S '+ . 1. z ' ` - - - - - - -' - - - - - - _ _ _ . - - ` - - - - ---- - - - -- - I I E I I I 1 I I I: M A
1 I I l'/I ! j O �1gbh $dItc k\ +$0$g ��/' $\fig $1�h i' +$1 +$, ���~�~~ lay L.
. <.. + . } 1 3 - <+ -- - _ - _ _ _ _ _ III�W ff1A - _.. - - - �-I - $� - - - -- I I I I I 1 I i I Go
I I / lI/ + i + + + _-.� _ /I - -I- - - - +- -- - - - - - - - _ - _ - -- - -+ I I
! 1 Ill It / ill // i 1 / g - - + r `' I ; ' ---- - - - - - - - - - - - _ - - - - - - - -�-- -� �' ~ '�• I 1 N I I I +
I I I I l l Il l lI' 10 10-0 / BENCHMARK IS TOP OF FLANGE / PROPOSM ADMIION , ' - 4 ---, - - _ - - - - - - - - - - - - - - - - _ _ - -T j 1 1 I I `r' I \�C) I
1 I l // / . /� /� I I / BOLT OVER 7HE LARGEST OUTLET I _ KN - .. - 7 m � 78.81 i - - - �_ - _ _ - - - - -- - - - - - ` I 1 1 i III ' \ R
CLASS 8 STCWE NEAR . o
1 1 11 I I Ill /1 .+ /$'x$' ELEVATION = 82.59' --I�f"E - 84.08 r - - - - - - - - - - - C- I I I I 1 I I \�
IIE7tP EIEV - 76.50 I !/'1 I I Ill lI "� 1 / CUT
AAID 8' Md PLUG n ~-- -~� '^" `-_`------------ ---- , PVC SC5► 40 "8" 4000`PSI �ETE cr r 1 - 12 RLr fi7 _ - �� - - - - - - - - -- .-. - - �Y�l4CT \ I I I 1 I I I w
I I/ 1 8" >F 4. CAW Tim 1 OR TYPE 1 - I I 1 z
1 1 1 I / / / II / 1 / 1 RE lt7 I:70�- , . 1l7?QP <' _ - - - - - ._ �hlV�Z5i9Li - - - - - - _ _ _ - _ _ _ F4NL •-- - I I 1 I I III i
i III I1 1/ I'' 1 1 / VAL / .'a�� --_- __ <& �--:__� _�� < - 77.'7.ri - PIiR WV 6 1� I� - -- - - - - - - - - _ - - _ _ - - 1 1 1 1 I I I 1
1 / I I I/ I �FH I i REIOCAIE EXISIWG A'L TAA�C `+ ' ' < ._' ' --- - - � M • - �8 - - - r� --- - _ - - - - - 1 1 1 1 I I I I ; W
1 I I I I D6SIlrMG 8 C90O wA1ER LAME • - - ` -
! l �'j j I I.
I % I- wv 2- --= -�� 1 _ GET A G - b- g� I I h
w / w SEE PLUAA�G DRAININW ;� i , . i 6MIplI t 1.' - - ��.�- �° � _ _ \1 0 �1 - - I I I 1 w
:1 I - � v 0 / 43 8 GATE � yp 0 61 DD+t:rAr�s AIu� PAS °l tihp 'A " nsa �- _ - - - �- - - w- - _ �+a ___zWL � ��� �' �I L m
ROBERT L M. DAVIT ET ALS 1 / / / / h°'/ 0' VALVE / $� $1' �` $`l� $'j•• $ << { < - - - - ...�...... : 0.��' ��• �- + I i ' I 1 H i
1 / / ! + ++ l+ PtV/+ + + + + + +, :t 4 +V% 1.. - - - - - - I'.. °- ti IIII I IUj y
D8 2889, P 665 I I !/ / g 1-8 k < .7 $ . �. _ _ g - I I1 / l I I 1 / Ill ` / I RaOCA TE AN? COAVIAVW1nG - \ • - l A/, 7t2,► E7dsim •. -. - ._ - 7 :: ` 1g- kh I I f I I I
1 / // // // �.�__` ` AIEWj % RELOCATW g / 1JT�I'TS SEEAAECNAAI'Cr4L .. /�� st � MK4LL-IOIo-BEK-84=94 :s lAirb 5+/% I . '' . : . ` °�-:I I I I III ( ni l l 11 ! Q / P1V / a *. I i 4'eDS' IIII I I I V!I . / , / / / z $' G'A/ 6h -- -_ / �• •s' .98 :4 .'�' r�i ..... r 6 ciAh►CREAF:PUM . III I 1 i
b VALVE _ -___ - h ":g' k -. { ' \ ' r DI r 7?P I_ � . IIII I I
g 1 'I !/ // �c / -- !y.; ;'. $ h :I .. •.��- ... %. TOP = 80.55 - . 1I{, ., I I 1 i-
1 I / 1 �u / �_ _ '�:. MF7C .`P. ,' t \1 I III I D Q
0' / /I �.. *. ,�. 1: 30 RCP OUT = 76.09 I Ill W
i
+ / 1 a 90 / - :' l -�
I I / � 8� .•,... ••'4 IN 76 8 � �T � � I I
/ 1 / d / _ _ _ _ SEE Mmamw , ,.• - : . .-I':, _ .18 RCi' = 2 . . .. _ q. I i I I I o
/ 1 / 1 1 11 ' o I. I Lw Rgi-7150 �� / .1, DRA NAVW yh t C 24" RCP IN = 76.18 '1.. I I I I I I ate.
I I 1 1 11 '� + \ `� kNV>8av, � t 69EIIID7 I rs' s 4o t�VC / AC AC H CO- r;
/ 1 I `" ROOF DRAIN LEADER UNDER SLAB CO ___ _ _. C Q : - SS, ' _.:. I ti ., . . 't . .. 1 I i I I I : __
/ 1 I 1 1 r �k�- - ���I M.H. 0\. AEiY 20'X1l►�'ir8' _ k .. 1 I I W 4-�_ i,;:,-
It
! 11 �i /5 k.. 9 I AIEW t' : l 1 kg x
K / 1 1 I 1 / - T .q• \WV�r�5o Co $ a,.1 : uor c. (� - _ l i aawa�t`r .. �° . - q. I I K -
! ' $4' $ D C $DS $ DS S $h' Ups DS DS - �l �__. _ -�i� : I 1 7 :fOF a 6° 1. 1.. 1 I
/ 1 I / 1 ! 1 / + w . �1�Y fffD Af� p�a1 HI �-�- ! 1 +.. - r., r Lys .. + n '� 1 r ( Y
/ 1 1 I 1 I I I _ w w /' �7L n �" f/1T FNi r1TN�17 1 "" ' , - - I r , ...r . Y I •- ': ,#q i#.L,W. - 1. - :.'' •: - g Y � It- _� .,
/ I 1 1 1 1 1 1 1 / I AEN' 4 PVC .. . - I AIEw. x�0 X8 . n$pIG _ 1 \ l .
OCA7E FDC RELOCATE EJr7SIWG - 42. 1�..�'Trnj�.....: _... ' ::.... �:' � - g
/ I ! 11 1 I 1 . + I I AC 1A�Ir1'T I I DMA PS�t 1 :1. _ .:;) 1 ' 19 g0 i , -, z
/ 11 1 1 I 1 / 1 REiOCATE INEM'Dt .' 1.: . ' •PAV .. - . - .. g ��/ z -:: ti:: .
I I I 1 1 I 1 I I NOTE GiE11IERAL aWTAC1i71R SHAiL REMOVE DO W, I OX III 8154 I; AIA " EaO�11� - = . ��'...:: : ` ':$:: L�
lE FMARY Si4<T ! ! 1 1 1 6 DADA AII�D REPLACE WX A AEW a RPVA f I � J
! I ► t p!T OUT RAID REpL�4QE za QF W1-$R1+ -DT I A/A77,y,1' ]A�1�G, A�'wra-20F/.- i '`�
FENCE / 1 ! 1 1 III i / { ! 3 PVC CBAD N17H 20' o� $' O11P / / wtlrls S08 rlsc APPRID1rE77 OR AN APPRIDIE,? f RELOCA 7ED TER1. ! CAN(,�ETEI 8.+� . - - : : = _ : ' : +�, . _ y �-� : -
/ r 1 I / ARID .-45 6odIIDS C�IITElPEUION 1 I ESL- I I I ., �, . I
1 1 1 1 1 I +. / I S2PARAiraR r ASPHALT PARKING LOT .1. - •. ;•'.. '' � '�
I t {
1 SMW DRANV Lff. PROWDIE 112' 1 I .: ; ::: , L: I : :I .. :.' .I :. I 1 _� --.:-. / 3 I I 1 / / I IiNr1I4N1A11 SEPARA>!ON (/M1IOIERISIOIRM ' / I 1 ' : , : . �_
I ! ! I 1 / I.. X. . I
!� ! 1 i� DRAA I 1 I I I'3: © r F_�
1 1 1 111 ' A)) r �. \ 1 1 g I I 9'�.... : 8 . : !.. y� y1 \ _ .. I AL
,.��
J ounE7 CO1117R1A 1 1 1 $°gff� +$ I$� 1 $ I �' I $'� t '� ± ` J 1
51Rr1CT�RIE 1 1 1, I r l ' 1 + 1 1 t 1 * . - :. , ' ` ., - - 1 + .. . x " .. + . . :.:. - - r - : ,+ . 1,. .`--1- . .•� I I I z 1 �=:-
H
I I i • I I `.:. \ ..t�A =IT
45 I I v 2.70 I� MB 54, P 93 - ! s 1:"� �"" -._.
I ,
I 18" RCP - 76. 04 yI. f 1 V2 " __- 6`••:(f) E
II \'. -91 I 1....'. -.-...% .'. I 00 V a __
1 I I . ....... I" .. ­
_ - - - "I
i I • I p . -8a- -....I .. _ ....... /..... 1 - I .: ...' ..' �y : -
.......
I ___
I 1 ! I I $4' 2b : ' R iiOA �a ' , ;- 'I'�'Q� .. :E ' - -­"/ 1 .................... /........NEW PARKING.:.......'.% ......... 3.ouT I I W ` ; .
1 I I - :1$"• 7f�N' V" .` ov . `, 1 . . . .. .. .. ... . / . . . . . f� . . ... .. - 1 � W
V
�,�
.
I/ I I I 1 t %�qt '$� Eil i ' '$�'.......... /.. ' - .-� ..�:g5 -Aj 6.. Aecr.'.,V*.....- .._._.• � I ® 3 -
\ ....... 2:3t1F :'r':: + .....................r�+.'.... z
I II I L ^ 0 \ - ...... ...... ... h ....... 3 30T I DI ",
F �
EIS
DOGWOOD RIDGE Lt.
08 1632, P 142
MB 27, P 57 %
D /�
C
A
1
I ( 1 I �� 1 \ g$\ - 1 .1'.-. .. I I ry I TOP = 79.66 F �.,, � a � ..
I I I 1 !k / I 1. v .... -• I : 18' RCP OUT = 77.12 � -
i �� .../.. .. .. ...../......
�,
.14 $\1 FUEL TANKS + a �°q .` .: •. / 3.40 I O 18' RCP IN = 76.19 0 = - w.
�.g a
FES jr* / ..1. I 0 �.
-io
-. - 9� °� 1\ �, f�PE 1fYBRANT 0" .._..;�(jk' .. k . SMER /
I IS I �, �,
tot 1 5 to t
$° T _ $° \' ,.8'xli' Tl VG' 7EF. .. ib$,".... $ `I' i�? AL :/ - v. - - I -1 Z R
1v I ` �• AAA .y,,lb�... 1. I � � �z
B - . .- :. 8":G'ri7E,ViiLV£ . .. - I. . . y /
.w N �
�
m p
Q
v
-
p :.HOOD = 79.47 /. _ •._ .. Iro vs
= r
. • .:
as
II • GRA 71= = 78. 77 : " .. = _ : . 1v . _ I� 0 N
:r
k ,
f.. �� !._.. .. 24' RCP OUT = 76.16 m Lfi z
24 RCP IN = 75 42 : .� . A �' -- . 1 :. I " . - j �. 1 E •` i'Q ~+
124" RCP OUT = 75.23 '�'� AL r DRIVE = .1 {: • �i N
.. : _ -. ... . . . . - . 1 . I I . Qi U
. �� . . :, .I--• -- 1. - I I S tiV a I
�e - . ..:1. : \ ... I :. . I LAME d1CH IMAM 2 =
�I• I. _ , �. , I EXCEPTAI�LE MAT 1 !� M
6 :,7 _ �-'. ----------------------------------------------__ _ _ __-__ �� -- _� (r� - 1 AA1D SEEP N i-
rri
10 7
�. ;r.1�
k. / HOW = 79.96 I y �� b Z
. ,/ ., .:• .. // , . . GRATE = 79.26 I w 4 N �
$° I ` .; i 18" RCP° IN = 7619 1 �" N
t�
• . . I Y \24' 4iCP OUT = T6.16 - - _ - - _____ - 5' r C CV FW
r
`' :.:. ': -. •` -... $ DI.* . -�� �/ I
TCH SECTION
\\ I . I I !
. . , . /r. . , . - . - �, - ­ - / I
��� ,as
�l .- - _ E7dsm1►AG l ►�ro�R�wr Q� 4
/ :: . .'� � . . --, : : � TO BE RELOCAIED
��� • : :.. i NOTE DASHED LINES AI?E SHOWN BY MB 44, P 45 AND MB 54, P 92 �"^'� '�� ��� � �� I �� �� � _� � R/W O
•FH
� . %' AND HERE NOT SURVEYED 8Y ATLAN7C SURVEYING, P.A. r.� LEGEND co I-
�� '�' ��,.�.� rr EIP =EXISTING IRON PIPE C �,.,
_� O = NO POINT SET Li
.. . _ �/ '
-�� =NOT TO SCALE (.�
�►�� AL =AREA LIGHT 4a
- . _ . - � FH CB _FIRE HYDRANT04 W W I,
• .... `. � C 01 = DROP INCA TCH LET IN �„_
MH =MANHOLE __ �;) 4111� rx 1­4 1
�• CO CLEAN OUT Y � ` ��- - �- _ ___._� ..,_ _ _ -- - -� - WV = WA TER VALVE
PI V = POST 1NDICA TOR VAL VE 7
�� a I
I �_� CLF = CHAIN LINK FENCE a
n K � � MBL = MINIMUM BUILDING LINE m
U � HB = HOSE BIB
2
.19
5
FES = FLARED END SEC77ON
I _� _I---_ UOT = USED OIL TANK
I _-- RCP = REINFORCED CONCRETE PIPE
ON , FES = FLARED END SECTION B
_- I FDC = FIRE' DEPARTMENT CONNECTION
cx�R_r.„__._. = LINES SURVEY---�- Rlw Issue no*9112/11/12
CN51 1 _._�-� _.•�•.= LINES NOT SURVEYED
evisions
I �'"�^ -W- = WATER LINE
�� ••••-•-RD-= ROOF DRAINT .
T
Q I�I SCIIARCE• OIF 177LE ACREAGiE DATA- TR LITY PLAN DB 1012, P 380 '4'97 AC. f , MSD = I STORY MASON17E' SIDING DWELUNG
� ` � GRADING, EROSION, SEDIMENT CON OL & UIIS' � DB 107$ P 413 EXCL R/W MH = 77N PACK HOUSE
� 30 15 0 30 MUS B 47,, P 4g BY COMPUTER TS 7TN SHEL7ER A
M� 7 N-
ocuo � � 1 --30 --0 MB 54, P 92 e7a � euL�ir�oB�cco BARN
MB 54, P 93 TO = 17N COVERED BUILDING
D8 2889, P 665 VD = WOO FRAME DWELLING C J
6 7 8 9 10 11 12 13 14 15 16 17 18 1 19 1 20

1 1 2 1 3 1 4
Q
NC (,RIA - NO 83/2DOf,
Ia
In=
7 1 8 1 9 1 10 1 11
THIS PROPERTY IS LOCATED 1N ZONE X AND IS NOT
IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY
SCALING AND GRAPHIC PLOTTING FROM N.F.LP. RATE MAPS
DATED 1-2-04 COMMUNITY PANEL 370190-4617-J
1�0
1 \
1+� PROWAE 12' SEPARATION OF
\. 8' PVC C9D0 moo? 16" SICH
40 PVC M 7NS AREA IEaPOIRARY SILT
\� FENCE
STOY7M AMFT 84 - 1g.
SEDAIAENT IRAP c�1
SE
+ Lp
16' SLR/ 40 PW AVV-77.00
01
RAV-7R50 P OWDIF 20 LF CF 8' GYP
OW-76.60 3 I CENTERED ON 16" SC7I 40
PVC STORM DRAIN.
0' 0 6� 1ft
+ I +1�. +10, ,
3a I
'ago I a94", W IS TOP OF FLANGE
BOLT OVER IFf1E LARGEST OUTLET
f - 8 x8' lr E ELEVAT)OV - 82.59' CUT IN 8" "TEE M1TH
_ 8• IE 6' PYV 8' MJ PLUG
� - y�
3 FH
W W
0�
RELOCATE
IRV
I BEIIIEOV 1 " DIP UiMER IFAE
I/ 1Si71 40 STOW DRAW
�u RAW-7.9.50 p
j WV`--7L 80- a CO 16' SCFI 40 VC
BL71
?/
ROMPT L AE DAWSr ET. ALS
D8 28M P 665
12 1 13 14 15 16 17 18
NOTE.• ALL ELEVA]IONS SHOWN ARE RELA77VE TO NA VD 1988
BASED UPON BENCHMARKS SHOWN HEREON AS
ESTABLISHED BY NCWS NETWORK RIK.
VICINITY MAP
LIMI TS OF DISTURBANCE ✓ P
LIMITS OF DISTURBANCE = 5.51 AC.
+10 19g RELOCATE FH +�\ +a,
�j + �80 + ROBERT L M. DA N.S, ET. ALS Q
1FAIPgRARY ROCK 8r
RETAWM WALL �p
FOUADA77ON +
•10• 1
dg
6h
+��
+V
r ,
n i r
� a• a• 7 .
IEAA°IQRARY ROCK �0� ph 3 ECK DAM CLASS / S DB 2888, P 665 P4 Z i C9"
CFlECK DAM + AEW PVC C900 0p' OUTLET CON EIPWA TERLOW
C�
1�PARARY SLT STRUCTURE 7E{AgARARY S T CONTROL
�h h� 1 BEND VALVE piGATEg �� WV-7-565 1�1 FENGE 6� 1 CORNER N
19 N067 E 935.2 i (TOTAL) k 0� 0 ' N = 669, 834.91 ' 0 $ rn,
rl
—7 --- __ _ ------��� — -- E = 2,414,924.1 � N
— -- V
---- -- 7 V=7850 _ 8'x6_ 11�E - 30"R(aP O 0.20�' _----------- �
4q
_ _ _ f
------ - ---- - — -1� --- -- ---�- 79 ----- --- -- $ a w
-- �—
IN
-- 1
DITCH 80.41 T 80.31 T 0.
�� M, HANDACAP RAMP 1,21 T CL
ROW ARAPIV LEADER AND
(LEAN OUT LOCAIIOHS h6 82.20 5 RAAF 79.81 - - - - 8T7 14E7�' 24C
p + +gyp' +�0 TW 80: + 7 . 4, ' = T5 1.mx - - -
6 TW �'t `i 142-� - - - - - - RIM=8C! 81 - - - - +
_ �0 �1 M- 7 - 0- - VYIE 12-Si4RA- INL�75S8- - - - - - - - - -- - -•-- - - - - - � -
50' MBL (MY 54, P 92) 5k5' LAHDANG .00 ; ' ��9 - - - 7%NDE1P THE 1 - - - -- -� --_- - - _-_-_-_- _� _ - - - - I i I N
84.04 NEW CONIC' � VrFG
Tw
8Q. N� 79.81 79.81 , - - - - - - - - --HEAD ���P - - - .- - - - - - - - - } �
RETAAMIC WALL ; ' ', ti - - - - - - - - - - _" S-= .% - - - - - - -•-- - - - - - - -� -
FOfA�A1FGW r - - - - - - - - � - 3�-18F,EI- - - - -- - - - - - - - - - {
- - - - - - - - - � CAW-F"'F-1 a? PRE -2- - - - - - - - - - - -
h� ha - —� - — - f - - - - - - - - _-� - - -- - - - _ _ -
+g� +�� +�� 1' 1 OIR TYPE 2 9:73 `+� - - - - NEW fDAD11V - - _ - - - - � - - - - --- I I
`i �•-------- - - - - -- � - - ---------
PROPOSED ADDITION 9FARA�. R£COMS�T AEU' I -- — — — — — --- — — — — — — — — — — — — — — �` — — — — — — ' �� I I ( M
��. -
FFE = ft O8 C VTAMfMT FACACITY SEE ;"+±^ . 79.8E 78.81 _ _ - 3 - - - - - - - - - - - - - - - - — — - _ i
Di
BA+4FG DYRAMl1VGS FAR LOCO AAN - - - - - - - - RAL-8aX - - - - - - - - -
AND ` Q
RELOCATE DI05'IAVC OPEAZ 7RAR , `y RE7XAM- - ;1-0` - _-= - - = g = _ =- - - -- -- _ _ -
SEE- PLUMBANG ARA M94GS FAR r X ALL-` - - - -- - - - --• -- - —V6 v - -rA. - --��h� -
61AETAACS AAO PIANG� ��6� `� ry. t i�78,7.i - - - - -^4-
RELOCATE'AAR CGWnHT]�A NG SEPARATOR PIT � BOLLAII9DS
LWIS SEE AIEWIWCAL TOP OF WALL = 5182
DViAIMNGS� BOTlpll 2' NE7V PAVItlNG'`, I 8 � GAWCREI FBI - L
42' IrIK! I ` '
\11 d, ' � � c �... Dl W
TOP = 80.55
EXIST. 3O' RCP OUT = 76.09 I I 1J l
SEE PLUlillow G7PEASf IAAP 18' RCP IN = 76.28
DIRAIMIVGS hh 6 Gp I 24" RCP IN = 76.18
AC AC h' �� MH CO �..
CO CO A .. d SS
1
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ZllW x45 x8ti� I pti
$� DS Oh. IDS IDS uor CfI�V- '"1,L g' + +�0�0
NfW...'x20'x$" THICyC 1�s j0 1
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o l I �i� 1C
1 R/W
EIP Z a
v
0 � W
H
fi
_
I �— ✓ v
— - LEGEND
I�N EIP = EXISTING IRON PIPE
n \ l 0 = NO POINT SET ft
l I _ _ -ZZ- = NOT TO SCALE
9— LIGHT
FH = FIRE AHYDRANT
I CB = CATCH BASIN B
1 oN I DI = DROP INLET /
MH = MANHOLE R W
CO = CLEAN OUT
T
I WV = WATER VALVE
X — PI V = POST INDICATOR VALVE
� CLF = CHAIN LINK FENCE Issue Date 11/0$/12
I MBL = MINIMUM BUILDING LINE Revislonse
R I HB - HOSE BIB
I FES = FLARED END SECTION
S I s � 0T� AGREAGLF DATA
DB 1012, P J80 14.97 AC. t UOT = USED OIL TANK
GRADING, EROSION, SEDIMENT CONTROL & UTILITY PLAN RCP = REINFORCED CONCRETE PIPE
DB 1078, P 413 EXCL. R/W FES = FLARED END SEC77ON A
F — FDIC = FIRE DEPARTMENT CONNECTION
30 15 0 30 MB 44, P 45 BY COMPUTER
M8 47, P 129 = LINES SURVEYED
I I "- MB 54 P 92
1 -30 -Q = LINES N 0 T SURVEYED
MB 54, P 93 ----W— = WATER LINE i
J RD---= ROOF DRAIN C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 20

1 2
3 4
5
6 7 8
9 10 11 12
13 14 15 1
16 17 1 18
19
20
Q
STORMWATER WETLAND PLANTING SPECIFICATION FOR WET DETENTION
BACKFILL OVER
►1° - NAD 93�2014
NOTE DASHED LINES ARE
E SHOWN BY MB 44, P 45 AND MB 54, P 92
AND WERE NOT SURVEYED BY ATLANTIC SURVEYING, P.A.
p
\
\
\
\
/ \
\
\
EIP
49.68'
DI
RIM=79.50
INV=7660
'
0
1��
1.
AUNLESS
I
4.ALL
I
7.
ALL HERBACEOUS PLANTS WITHIN THE WETLAND PROPER (SHALLOW WATER AND SHALLOW
LAND ZONES) SHALL BE INSTALLED BETWEEN MARCH 15 AND JULY 31.
OTHERWISE DESIGNATED, PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (LE.,
MASSES OF A SINGLE SPECIES) WITHIN THEIR RESPECTIVE PLANTING AREAS.
INSTALL A SLOW RELEASE FERTILIZER TABLET NEXT TO EACH PLANT WITHIN THE WETLAND
PROPER. FOR HERBACEOUS SPECIES USE AG SAFE AQUA TIC- TABS 20-10-5, 90 DAY
CONTINUOUS FEEDING, 5 GRAMS, OR EQUIVALENT. FOR TREES AND SHRUBS USE AGRIFROM
20-10-5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE OR EQUIVALENT.
PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200
MILES OF THE PROJECT SITE IF SUITABLE STOCK CANNOT BE OBTAINED, PLANTS OF OTHER
GENETIC PROVENANCES MAY BE UTILIZED WITH THE APPROVAL OF THE OWNER OR OWNER'S
REPRESENTA TI VE.
PLANT MATERIAL SHOULD CONFORM TO AMERICAN STANDARD NURSERY STOCK, PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN.
ALL PLANT MATERIAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 4,5 CUBIC INCHES
CAPACITY
RECOMMENDED PLANTS FOR PERMANENT SHALLOW WA TER (0" TO 6" DEEP). 209. OF TOTAL
NUMBER OF PLANTS SHOULD BE OF EACH SPECIES AND PLANTED 1N A NATURAL FLOWING
ARRANGEMENT.
A.ACORUS CALAMUS (SWEET FLAG)
B.CLADIUM JAMAICENSE (SA WGRASS)
C.PELTANDRA 1/IRGINICA (ARROW ARUM)
D.SAGITTARIA LATIFOLIA (DUCK POTATO)
E. SCHOENOPLECTUS TABERNAEMONTANI (SOFTSTEM BULRUSH)
POND SURFACE AREA 25, 000 S. F.
AQUATIC SHELF SURFACE AREA (S.F) 6,000 S.F.
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C. = 1,500
ADD (1) ONE TREE FOR EVERY 30000 SQUARE FEET OF HIGH MARSH SURFACE AREA. FINAL
TREE PLACEMENT
PIPE
MIN. SLOPE
GRADE 5:1
5
�1
1
FLOW
A
PVC ORIFICE PIPE
W/ f" D1A HOLES �-4
(3 ROWS - 8)
END CAP
PVC TE
PVC ELBOW
`
a,. (TYP)
END CAP
END CA PVC VENT PIPE
ARM ASSEMBLY
PVC PIPE
4" PVC SKIMMER
CONTROL STRUCTURE REMOVE AT END OF
PROJECT AND INSTALL
SANITARY TEE
TER SURFACE 76.50
2 6 O O 9 O
1
BOTTOM EL = 71.00'
HORSESHOE ROCK DAM
NOT To SCALE
TEMPORARY HORSESHOE
ROCK CHECK DAM
P
Z
W
W 2
W �
`z' W
`� N z
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Z o La
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R06ERT L. M. DAOS, ET, ALS,
OB 2889, P 665
24 FES
INV=76.50
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2-
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7.
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Total trees - 0
SHOWN ON PLANS, CARPINUS CAROLINIANA (MUSCELEWOOD), BETULA NIGRA (RIVER BIRCH),
NYSSQA BIFLORA (SWAMP BALCKGUM) ARE THE SUITABLE- TREES TO USE.
CONSTRUCTED WETLAND CONSTRUCTION SCHEDULE:
CLEAR AND GRUB WETLAND AREA.
EXCAVATE CONSTRUCTED WETLANDS AREA TO ROUGH ELEVATION STOCKPILE SOIL IN PROPOSED
AREA-
INSTALL EROSION CONTROL MEASURES TO STABILIZE POND AREA.
INSTALL OUTLET STRUCTURE.
WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABC AND CURB AND GUTTER,
CLEAN SEDIMENT OUT OF WETLANDS BASIN AND PREPARE BASIN FOR PLANTING. CALL PITT
COUNTY PUBLIC UTILITY DEPARTMENT STORMWATER DEPARTMENT.
INSTALL WETLANDS VEGETATION PER SPECIFICATIONS WETLANDS.
PERMANENT SEED BANKS AND SLOPES OF BERM AND AREA.
ADJUST SPACING OF LANDSCAPING TREES AND SHRUBS AS REQUIRED TO PREVENT PLANTING
WITHIN THE 20' EMERGENCY GRASS SPILLWAY FOR POND.
MAINTENANCE PLAN
FREQUENCY -INSPECTION ACTIVITIES
AFTER CONSTRUCTION
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH,
ISOMETRIC VIEW
�­PVC VENT PIPE
BERM PVC VENT PI PVC ELBOW
(Typ) PVC ELBOW
WATER SURFACE (Typ)
PVC TEE- PVC PIPE WITH END CAP
i" DIA HOLES PVC TEE
(3 ROWS - 8)
ARM ASSEMBLY
PVC PIPE ARM ASSEMLLY
PVC PIPE
FLEXIBLE PIPE
BOTTOM SURFACE
END VIEW SIDE VIEW
O
Q
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M
L
-�
EIP
I
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL INSPECTION
- INSPECT FOR INVASIVE VEGETATION SETTLEMENT, DIFFERENTIAL SETTLEMEROSION, E CRA CRACKING,
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT,THE CONDITION OF THE RIPRAP IN THE
INLET, OUTLET, AND PILOT CHANNELS; SEDIMENT ACCUMULATION IN THE BASIN; CLOGGING OF
OUTLET; AND THE VIGOR AND DENSITY OF THE VEGETATION ON THE BASIN SIDE SLOPES AND
NOTE: ALL PIPE PVC SCHEDULE 40
/
rB SKIMMER DEWATERiNG DEVICE ✓
C---4 NOT TO SCALE
K
0
W
I
FLOOR. CORRECT OBSERVED PROBLEMS AS NECESSARY.
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE.
L_.L
I
I
I
'
W
U
j
DI
RIM=79.50
W INV=76.80
-
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUTLET STRUCTURES. REPAIR AS
NECESSARY.
-MONITOR FOR SEDIMENT ACCUMULATON IN THE FACILITY AND FOREBAY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE
OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE- TIME
' "
4 -0
W BLOCK
WALL
l t
l
I-REPAIR
I
'
I®
OUTLET CONTROL
STRUCTURE I
TOP ELEV =79.10
6' WEIR = 77.60 WET DETENTION POND
18" RCP INV = 76.50
4" PVC INV = 76.50 10,000 SF.
BOTTOM ELEV = 75,00 SURFACE AREA
TEMPORARY
FA1RCLorH
SKIMMER I
ROCK DAM
\ / /
/
\ /
FES
INV, = 74.87 �
RCo
DI
RIM=79.50
INV=75.5f
CB
HOOD =
R6M0 EX. GRATE
18" RC 18" RC
5�
/�
LEGENDXISTINGIRON PIPE
0 = NO POINT SET
SCALE LIGHT WET DETENTION POND
AL AREA
FH = FIRE HYDRANT
CB =CATCH BASIN
DI = DROP INLET
MH = MANHOLE
CO = CLEAN OUT 20 10 0
WV = WATER VALVE 1"=2O'-O°
= T INDICATOR VALVE
PI V POST D
o
(
I '��
0 o
REMOVE AND R CONSTRUCT CB
HOOD=79.69
INV=77.00
AL
��
79.69
79.05 \�
OUT = 76.04
\��
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\
\\
20'
-REPLACE WETLAND VEGETATION TO MAINTAIN AT LEAST 507 OF SURFACE AREA COVERAGE
IN WETLAND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
UNDERCUT AREAS, EROSION TO BANKS, AND HOTTOM AS REQUIRED. WHERE
PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK
CONSTRUCTED WETLANDS REGULARLY WITH MOSQUITO F15H (GAMBUSIA SPP.) TO ENHANCE
NATURAL MOSQUITO AND MIDGE CONTROL
FREQUENT ( 3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES.
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. REMOVE LITTER AND DEBRIS FROM
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET STRUCTURES, AND VALVES AS REQUIRED.
ANNUAL MAINTENANCE (IF NEEDED)
SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED (AT
LEAST 507 OF THE SURFACE AREA).
-REMOVE NUISANCE PLANT SPECIES
- CLEAN FORESAY TO AVOID ACCUMULATION 1N MAIN WETLAND AREA TO MINIMIZE WHEN THE
MAIN WETLAND AREA NEEDS TO BE CLEANED.
-HARVEST PLANT SPECIES IF VEGETATION BECOMES TOO THICK CAUSING FLOW BACKUP AND
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR
CONTROL AGENCIES
-FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION
AFTER THE INITIAL OCCURRENCE.
-MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED
SEDIMENT VOLUME EXCEEDS 7020% OF THE BASIN VOLUME, PLANTS ARE "CHOKED" WITH
SEDIMENT, OR THE WETLAND BECOMES EUTROPHIC. IT IS SUGGESTED THAT THE MAIN AREA
BE CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN
CLEANINGS THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WETLAND TO
RECOVER MORE QUICKLY FROM THE CLEANING.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER, AND THE
RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, 114E KIND OF SEED TO BE USED SHALL BE
DETERMINED BY THE ENGINEER.
LIME 2 Tons per Acre
70-10-20 1,000 LB per Acre
0-20-0 500 Lb per Acre
STRAW MULCH 2 TONS/AC (AFTER SEEDING)
ASPHAL T TACK 200 GAL/TON OF MULCH
JANUARY 7-DECEM8ER 31
50Tall Fescue
�# Cen
0# Pensacolatipede
Bahiagrass
500# Fertilizer
4000# Limestone
SLOPES 2: 1 AND STEEPER AND WASTE AND BORROW LOCATIONS.
JANUARY 1-DECEMBER 31
75# Tall Fescue
50# Cen tipede
500# Fertilizer
4000# Limestone
TEMPORAR Y SEEDING
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL
12011E RYE GRAIN (NO RYE GRASS)
"WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST
65# GERMAN BROWN TOP OR FOX TAIL MILLET
_
PROPOSED
18 RCP
FLOW
,
1' ALUMINUM OR HOT
DIPPED GALVANIZED
8" BLOCK WALL BAR GRATE
4_0"
2'-8
� 0 6
TRASH GRATE 1" ALUMINUM OR HOT DIPPED
TOP OF GRATE 79.10 GALVANIZED BAR GRATE
EGALVANIZ D
DIPPED GALVANIZED OEM
ANGLE
0'-6" WEIR ELEV. 77.60 0'-6"
PROPOSED
RCP
PROPOSED SLOW
18" RCP 18" RCP INV. 76.50 4 CAP WITH
2.0" ORIFICE
STEPS
18, 4" CAP WITH 8" BLOCK WALL 8" BLOCK
II 2.0" ORIFICE WALL
I BOTTOM 75.00
CONCRETE SLABO
0'-6" 0'-6" }-
I 8" CONCRETE SLAB
--
> 4 BAR 12" O.C. �0 6 0 6
C OUTLET CONTROL STRUCTURE
�-4 NOT TO SCALE
ELEV. 79.5 ELEV, 74,5
AQUATIC PLANT
1- -- 10, ­4 5+1 MIN, AQUATIC PLANT 511 MIN, � 10' ----4SNELFCTYP) S!-IELFCTYP)
1­--10' -"I VATER SURFACE ELEV, E2,5 F� 10' -�
ELEV, 77.0 �?1 �1� ELEV. 77.0
ELEV. 76,0 3l ELEV. 76.0
2�
ELEV, 71.0 ELEV. 71.0
DETENTION POND SECTION
C-4 NOT To SCALE
2.5 "X2.5 HOT
DIPPED
GALVANIZED
ANGLE
WEIR ELEV. 77.60
4' PVC INV. 76.50
4" PVC TEE W/
4" PVC CAP
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B
ELEV = ELEVATION
CLF = CHAIN LINK FENCE
MBL = MINIMUM BUILDING LINE
Issue Date, 11/08/12
evisionsi
HB = HOSE BIB
FES = FLARED END SECTION
UOT = USED OIL TANK
RCP = REINFORCED CONCRETE PIPE
FES = FLARED END SECTION
WET DETENTION PLAN & DETAILS
FDC = FIRE DEPARTMENT CONNECTION
= LINES SURVEYED
- - - - - - = LINES NOT SURVEYED
C-4
1 1 9
4
7
q 1n 11 1?
14 1 1.1� 1
1F 17 1 1
n

1
2
3
4
5
6
7 8
9
10
11
12
13
14
15
16
17
18
19
20
P
1'-0" x 1 -B' x .000" STANDARD _.
CONSTRUCTION SEQUENCE
ALUMINUM HAND04P PARKING SIGN
a
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
CONSTRUCTION ENTRANCE NOTES:
rangy rDENnFIcAnDN srMBDL 1'-('
SEAL 1/2" DEEP
HOLE W/ MORTAR
C!
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE
LIMITS AS NEEDED,
2" TO 3" COARSE AGGREGATE STONE SHALL BE USED. PAD TO BE 50'x2O'x6" AT A MINIMUM
ADDn10NAL slay wx ��^�
�� APPLICABLE
2-#3 REBARS
�- po
"'
2
W "'
Q
a
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS 15 TO BE PROVIDED.
z'SCHEDULE 4aALu
N
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N
3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, EROSION CONROL
ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY
IS� CONDUIT MTH CAPPED END
LONG
2 2 I
�
ADMINISTRATOR, PROJECT ENGINEER AND OWNER,
A
ALL CONSTRUCTION VEHICLES.
��
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z
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4. INSTALL PERIMETER SEDIMENT FENCES AS TH FIRST CONSTRUCTION ACTIVITY PRIOR TO SITE GRADING
AND MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW
5'-0"
9' ►
2
w -
z
THEN INSTALL BUILDING FILL. UPON COMPLETION OF BUILDING FILL INSTALL WET DETENTION POND.
OF MUD ONTO STREET. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY;
MAXIMUM FlNE i5oq,00 SET IN CONCRETE 3'-D'
SECTION
�,
C:� Z
v�
(n
o
5. INSTALL STORM DRAINAGE AND INLETPROTECTION AROUND CATCH BASINS AND DROP INLETS
AND INSTALL RIPRAP PROTECTION AND ENERGY DISIPATORS,
ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
BELOW FINISHED CRADf
F7NISHID GRADE
p�F
p
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W Vlop) ILU,
Z 8 �^I, 186.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE EXISTING ACCESS TO SITE.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
N
8 _�
h
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ZE
7. BEGIN TO GRADE THE BUILDING PADS DISTRIBUTING EXCAVATED MATERIAL IN THE FILL SECTIONS.
PURPOSE: TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
12~ -III-III I I
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8. UPON THE COMPLETION OF BUILDING PAD INSTALL NEW DRIVEWAY AS INDICATED ON PLANS.
SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION
NOTF.. 3'-G'
}
N
9. INSTALL DRAINAGE AND SWALES AND INSTALL TEMPORARY EROSION CONTROL MEASURES FROM SURFACE RUNOFF, AND HELP CONTROL DUST. APAABSHALL ?? FazArrE oCIS, T -f 1 N
J
AROUND FACILIT#ES.
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND
CODES ANDSPEClF1CAADNS. iii
\1
I& BEGIN AND COMPLETE ROUGH GRADING OPERATIONS.
OTHER OBJECTABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN
11. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE, TEMPORARILY SEED
FOUNDATION FOR POSITIVE DRAIANGE.
E HANDICAP PARKING SIGNAGE
I
N MINIMUM WHEEL STOP PLACEMENT:
THESE AREAS TO PREVENT EROSION UNTIL SUCH TIME OWNER IS READY TO PROCEED WITH
IF THE SLOPE TOWARD THE ROAD EXCEEDS 2%, CONSTRUCT A RIDGE 6" TO 8" HIGH
9„ 1/4" 6" FROM FACE OF CURB OR SIDEWALK
WITH 3:1 SIDE SLOPES, ACCROSS THE FOUNDATION WIDTH APPROXIMATELY 15'-0" FROM
-5 NOT TO SCALE
42" FROM FACE OF BUILDING
N
FINAL CONSTRUCTION.
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM PUBLIC ROAD
12. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE FXCFPTION OF AREAS WHICH CONSTRUCTION
PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY
WILL CONTINUE.
IN WET CONDITIONS THAT ARE ANTICIPATED,
PRECAST CONCRETE WHEEL STOP
13. FINE GRADE AND PAVE DRIVEWAY AND PARKING LOTS.
PLACE STONE TO DIMENSIONS AND GRADE AS SHOWN ON PLANS. LEAVE SURFACE
-�7•D' MIN. 10. -----.7.0' MIN.
C-5 NOT TO SCALE
14. PROVIDE STABILIZATION (TEMPRRARY OR PERMANENT) IN ANY EVENT, SLOPES LEFT EXPOSED WILL
SMOOTH AND SLOPED FOR DRAINAGE.
BE PLANTED OR OTHEREWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEIMENT
TO RESTRAIN EROSION WITHIN TWENTY ONE (21) CALENDAR DAYS OF COMPLETION OF ANY PHASE
TRAP OR BASIN.
6' THICKENED 12:1 S 0 M X 1 :1 S 0 E M 6' THICKENED
ED E WALK p EDGE WALK
+ OF GRAD#NG.
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
0
O
55. PROVIDE AGROUND COVER (TEMPORARY OR PERMANENET) ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR FLATTER NEW CONSTRUCTION SITE
PLAN VIEW
M
INCLUDING ALL OTHER SLOPES 4:1 OR FLATTER; PROVIDE AGROUND COVER (TEMPORARY OR PERMANE)
NT
STANDARD METAL
ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING
EXISTING ROADWAY 35 MIN. 15' MIN.
FOR SLOPES 3:1 OR STEEPER INCLUDING ALL PERMANENT DIKES, SWALES, DI ICHES AND SLOPES AND
r POSTS
0 0" {N GROU D
g 19-GUAGE HARDWARE
4' MAX
Q
DISTURBANCES WITHIN HIGH QUALITY WATER (HQW) ZONES.
o0
o O o o -
12.I M ¢E
Ax SLOPMAX 5L0
M
CLOTH
(,4 MESH OPENINGS)
6" MIN. O�poo 04dpp0� ago gpo 00 0 �o o p oo $`�� o�og 12" MIN. THICKENED EDGE WALK £ ti2,1 THticKENEo EocE wA�K
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE STATE 11,
OR OWNER IF DEEMED NECESSARY. o 0 00 o�'d'vSoc� o o
FINE GRADE DISTURBED AREAS, AND
SHEET FLOW SHEET Flow 2'
17. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES,
_ _ _
MATCH TOP OF
'
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
_ I I" -III _
I
WALK rOP OF
16"
18, MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER ACRE OF FERTILIZER EVERY
-
FABRIC UNDER STONE
ASPHALT
L
6 MONTHS UNTIL THE COMPLETION OF THE PROJECT.
r-F-"\N SIDEWALK ACCESS WIPE DOWN
L
19, WITHIN 6" OF FINAL GRADE, REDISTRIBUTE 6" OF TOPSOIL 20
CROSS SECTION
�-5 NOT TO SCALE
m
W
20. FINEGRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
MIN.
c
21. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON COMPLETION
50'
NOTES:
o FILTERED
J
AND STABILIZATION OF PROJECT,
BUT SUFFICIENT TO KEEP
WATER
1. PUT SILT FENCE OR TREE SEDIMENT ON SITE
fNLET PROTECTION CONSTRUCTION SPECIFICATIONS
PROTECTION FENCE UP TO o 00o < 00 000� o o0"-co c
ENSURE CONSTRUCTION o0 00 o-zz' �oo$o p0 00
$ aoo 0 00 0 0 0 0
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET,
2, DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
MAINTENANCE PLAN
ENTRANCE IS USED, 0Oaoo 0 0 0 0
A MAXIMUM OF 4
00 20' OR FULL WIDTH
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET,
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
2. IF CONSTRUCTION ON THE z ¢ o0 2" - 3" STONE TO BE USED Soo OF PROPOSED STREET
FEET APART.
FOLLOWING EVERY RUN --OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY SITES ARE SUCH THAT THE o 0 o ( SURGE STONE OR 00 OR ENTRANCE,
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
K
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
DEEP.
�' Q o O O
MUD IS NOT REMOVED BY THE X p o00 RAILROAD BALA5T) o WHICHEVER IS
w o
NOTES
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM, PLACING A
2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING.
I I
2_ SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FEET
VEHICLE TRAVELING OVER THE o0a0p o goo GREATER.
1. MORTAR JOINTS 1/2" t 1/8" THICK. CONCAVE TOOL ALL EXPOSED MORTAR
I l
3. ALL SEEDED AREAS WILL 8E FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
0 0 0 0 0
STONE, THEN THE TIRES OF o 0 0 0 00 oao
THE VEHICLE MUST BE WASHED moo 0�00000000000 oa$ d�000
JOINTS.
2. CLASS "AA" CONCRETE TO BE USED. CHAMFER ALL EXPOSED CORNERS 1".
4. PLACE CLEAN GRAVEL (NCDOT#5 OR J57 STONE) ON A 2:1 SLOPE WITH A
HEIGHT OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN EVEN GRADE.
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
BEFORE ENTERING THE PUBLIC 00 0 0 00000% eol o000 00
3. ALL CATCH BASINS OVER 3-6" IN DEPTH SHALL BE PROVIDED WITH STEPS 1'
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
Qf
ROAD.
ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD, DETAIL NO. 615.01.
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
PLANNED EROSION AND SEDIMENT CONTROL DEVICES
PLAN
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK, JUMBO BRICK WILL BE
PERMITTED_
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
5. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
MAINTENANCE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
A TEMPORARY CONSTRUCTION ENTRANCE
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING C-O".
ADJUST QUANTITIES ACCORDINGLY,
INSPECT INLETS AT LEST WEEKLY AND AFTER EACH SIGNIFICANT Ch INCH OR
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT STREET CONNECTION.
6. LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
GREATER} RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
DIMENSIONS ARE TO BE AS INDICATED ON PLANS. THE CONTRACTOR HAS THE PREROGATIVE
G`-5 NOT TO SCALE
7. ALL CONSTRUCTION METHODS SHALL COMPLY WITH CITY OF WASHINGTON MANUAL
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
TO IDENTIFY A SINGLE ENTRANCE AND TREAT SAID ENTRANCE WITH THIS PROTECTIVE
OF STANDARD DESIGNS AND DETAILS.
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
MEASURE. IF, HOWEVER MULTIPLE ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
REMOVAL. REPLACE STONE AS NEEDED.
SHALL PROTECT EACH WITH TEMPORARY GRAVEL.
,aLLJ
STANDARD HARDWARE CLOTH &
TEMPORARY STONE DROP INLET PROTECTION
�'
GRAVEL INLET PROTECTION DLTAI,{
SEDIMENT FENCE IS TO BE USED AROUND ALL YARD INLETS AND CATCH BASINS UNTIL SUCH
24-
C-5 NOT TO SALE
TIME SITE IS STABILIZED WITH VEGETATIVE COVER OR PARKING AREA SUBGRADE IS
COVERED WITH CABC.
SLOPE
TEMPORARY SEDIMENT FENCE
2�X. l
.. 6
6EQCE-
de
STONE INLET PROTECTION IS TO BE USED AS NEEDED TO PROTECT AREAS AS SHOWN. SILT
.
, 7HICKENE6p 4'
H
FENCE IS TO BE PLACED AS SHOWN ON PLANS AND ANY OTHER AREAS SUBJECT
WALK T
TO DISCHARGING SEDIMENT DIRECTLY INTO CANALS AND DITCHES.
,' -,' T
ASPHALTCITY
4 6'
u
ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
�� o'`, D'`, p. �� - 3000 PSI CONCRETE
S 9.5A ASPHALT
18r
!
w
VARIES
1
» >�
24
z
SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES.
° 14
12"
STANDARD X36
MIN
m
�4„
• _�_ 6"
! �CAec
rG DROP INLET
SEEDING BED AND MULCHING SCHEULE PER ARCE
ll= It
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND
lSAC SLOPE 1 /4"/FT.
;��Ap L �1"
NOT TO SCALE
�',�-5
a
,�
INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS
SWALES AND BASINS. MINIMIZE STEEP SLOPES. IF SOILS HAVE
rc PARKING LOT DETAIL
U a
BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A
THICKENED EDGE C-5 NOT TO SCALE
Q
DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL
ti FILTER FABRIC
PLOW. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED
a WALK DETAIL
OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
rA
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE
C-'J NOT ro SCALE
U
OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR
BEFORE SEEDING.
IB'
E
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF
<
APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS
STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE
KIND OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER.
LIME 2 TONS/AC
TRENCH UPSTREAM END
OF STORM DRAIN
� 12" of NCD07 5
OR #57 STONE 2 2
1 �1 "B"
0 �.J
10-10-20 1000 LBS/AC
V ¢ FILTER FABRIC CLASS STONE
a,
0-20-0 500 LBS/AC
STRAW MULCH 2 TON/AC AFTER SEEDING)
s' M X. STANDARD STRENGTH FABRIC WITH WIRE FENCE
ASPHALT TACK 200 GAL/TON OF MULCH 6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE F NCE .t
r
JANUARY 1 - DECEMBER 31
MIN. 14 GAUGELT FENCE FABRIC
CENTER LINE SWALE
50# TALL FESCUE
PLASTIC OR
WIRE FENCE WITH "-24" HIGH WIRE TIES
OVERFLOW 1/3 PIPE
DIAMETER
4' to 6'
� C4 Q)
10# CENTIPEDE
6" MESH SPACINAL
NATURAL GROUND
d
10# BERMUDA GRASSlla�
K TEMPORARY ROCK DAM
c
�: Q
500# FERTILIZER
f EXTERIOR
PLYWOOD
C-5 NOT TO SCALE
�_
Q! O N
4000# LIMESTONE
E
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
FRONT VIEW
= Y
cm
JANUARY 1 - DEGEMBER 31 SILT FENCE CONSTRUCTION SPECIFICATIONS BURY BOTTOM
f' EXTERIOR
m C4
N
75# TALL FESCUE 1.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR STEEL POST OF PLYWOOD
PLYWOOD
10# GRASS
EXTRA STRENGTH SYNTHETIC FILTER FABRICS. WI FENCE
FILTER FABRIC
0 c*
500 FERTILIZER 2,
# FERTILIZER
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
N
C4
EXCEED 24" ABOVE THE GROUND SURFACE. BACKFILL TRENCH &
4000# LIMESTONE 3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO M COMPACT THOROUGHLY
0 c
TEMPORARY SEEDING
THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS NATURAL GROUND
FASTEN THE FILTER CLOTH ONLY AT
Z O
COOL SEASON" PLANTED BETWEEN AUGUST 15 AND APRIL 15
ARE NECESSARY, SECURELY
STEEL FENCE POST
A SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
STEEL FENCE POST
12'
�"�
fA �
1E0# RYE GRAIN NO RYE GRASS 4.
(
"WARM
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH TRENCH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. 4" MIN. WIDE
MAXIMUM PREFABRICATED, HEAVY
3/16' GAP DUTY, TRAFFIC BEARING
r c N
SEASON' PLANTED BETWEEN APRIL 15 AND AUGUST 15
X
PIPE
STEEL GRATE
D
i N
65# GERMAN BROWN TOP OR FOX TAIL MILLET
EXTEND THE WIRE MESH TO THE BOTTOM OF THE TRENCH. 8" MIN. DEEP
OVERFLOW 1/3
FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE �'
DIAMETER
UPSLOPE SIDE OF FENCE POST. WIRE OR PLASTIC ZIP TIES SIDE VIEW
SHOULD HAVE A MIN. 50 POUND TENSILE STRENGTH.
WASHED STONE FILTER
.
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS AINLET
ACROSS INLET
,
MAX. OF B' APART. DRIVE SUPPORT POST INTO THE GROUND A
-, °-
6.
MIN, OF 24". SILT FENCE CONSTRUCTION MATERIALS
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES 1. USE SYNTHETIC FILTER FABRIC THAT IS 95% BY WEIGHT
CONTROL CGNTRGL
JOINT ID' JOINT
Z
NOT REQUIRE WIRE MESH SUPPORT FENCE, SECURELY FASTEN POLYOLEFINS OR POLYESTER, AND IS CERTIFIED BY THE
MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN WASHED STONE FILTER
Y
61 - 64 •
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP TIES INLET ACROSS INLET
OF MIN, 50 POUND TENSILE STRENGTH. ASTM D 6461.C)
' a
7.
EXCAVATE A TRENCH 4" WIDE AND 8" DEEP ALONG THE 2. USE FENCE POSTS THAT ARE 1.33 LB/LINEAR FT STEEL WITH
HARDWARE CLOTH
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. A MIN. LENGTH OF 5'. POSTS SHALL HAVE PROJECTIONS TO
SLOPE
C
W
8,
PLACE 12" OF THE FABRIC ALONG THE BOTTOM ANO SIDE OF FACILITATE FASTENING THE FABRIC.LONGITUDINAL
3. USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM
9.
THE TRENCH.
BACKFfU THE TRENCH WITH SOIL PLACED OVER THE FILTER MESH SPACING OF 6".
PLYWOOD INLET PROTECTION AND STONE FILTER PROTECTION
FABRfC AND COMPACT.
10.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
H END OF DAY INLET PROTECTION DETAIL
HEAVY DUTY TRENCH DRAIN
D STANDARD TEMPORARY SILT FENCE DETAIL
�-5 NOT TO SCALE C-5
NOT TD SCALE
�-5 NOT TO SCALEiN
AA
B
I
!:P!w ri
C
;issue Date, 11/08/12
Revisions;
DETAILS: GRADING, DRAINAGE & EROSION
CONTROL
A
C-5
G �
-7Q � 1n 11
1� 1� 1d
1H 1� 17 1R
1� �n
-1

1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 16 17 1 18 1 19 20
GAT=ArPlriCi VALVt
0
X-a-
4 d.
TOP VIEW
W M 80UD CON3=
SK L RE USED AS IIPM
DUC.7'IIJ<IROI�T iQs
Ai
4 •r
^L-
TRjam
NOS S= Vzw
L COIYCKZTE IIII NOT CONTACI'
>sO[.115 OR ERR OF 11MCHAPWAL
JOOTI' Fauna &
3. SEE WANDARD WXACTM ELOGX
TABI.F8y FOR AREA OF CDC
RIIII
STANDARD TAPPING SLEEVE
A AND VALVE ASSEMBLY
C — 6 NOT TO SCALE
TYPE 1
(NOTE 1)
FLAT BOTTOM TRENCH WTH LOOSE DIRT
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
TYPE 2
FLAT 80TTOM 7RENCH WITH BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE OF PIPE
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
TYPE 3
PIPE BEDDED IN 4' MINIMUM LOOSE SOIL WT TH
BACKFILL
LICHTL Y CONSOUDA TED TO TOP OF PIPE
(LOOSE SOIL IS DEFINED AS NA77VE SOIL
EXCAVATED FROM THE TRENCH, FREE OF ROCK,
ORGANIC MATERIAL, FOREIGN MATERIALS AND
FROZEN EARTH.)
TYPE 5
TYPE
PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED GRANULAR
PIPE BEDDED IN SAND, GRAVEL, OR CRUSHED
MATERIAL, 4° MINIMUM UNDER PIPE. COMPACTED GRANULAR OR
STONE TO A DEPTH OF 7/8 PIPE DIAMETER, 4-
SELECT MATERIAL TO TOP OF PIPE- (APPROXIMATELY 90 PERCENT
MINIMUM WITH BACKFILL COMPACTED TO TOP OF
STANDARD PROCTOR, AASITI T-99)
PIPE
(APPROXIMATELY 80 PERCENT STANDARD PROCTOR,
(SELECT MATERIAL IS DEFINED AS NA77VE SOIL EXCAVATED FROM
AASHTO r 99)
THE TRENCH, FREE OF ROCKS, ORGANIC MATERIAL, FOREIGN
MATERIALS AND FROZEN EARTH)
NOTES:
1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER CONSIDERATION SHOULD 8E GIVEN TO THE USE
OF LAYING CONDITIONS 07HER THAN TYPE 1.
2. CONSIDERA7ON OF THE PIPE -ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS FIGURE MAY BE
INFLUENCE BY FACTORS 07HER THAN PIPE STRENGTH.
FOR ADDITIONAL INFORMA77ON ON PIPE
BEDDING AND BACKFILL, SEE ANSI/AW1WA C500.
K-87 WATER MAIN EMBEDMENT DETAILS
NOT TO SCALE
1 1 4
5
F
MR&MON REARMARLLI PMAL WATQ14i RW�IVS
a mnff>ls GFMFJLL NOTJiR
ALL AM AI clygl IN gyAiI NET L o0I =n 6HALL N< 3m !®
_. C DNCR M 11111ROL NOT MNTACT
=KNUS02Q 0FDMI RANWAL
Ffrfom
flANIAlD RRTAEL W-L
4. = FFANRARD 720MU ALOCK
W 11�101 ARIA
S. ALL 1IIIR/ ANpIIPIR111 TER 4W
A
ry�l���l�l�l�l��l•
®®0000�0©0
�71©E��©01010©0
IeE�..,70©�00©00
®�lilllv.�a©000©■�
Kamt'�©�©000DD
®moo©©In00o�
el��OID©©010�©
®©©wAmEm00©©
1�70"ErEMEM©©"OKEMS0
®moo©©IEn�oo©
�F3f�'La♦©©®��©©�
BACKF
HAUNCHIIS
BEDDING
FOUNDATION
7
THRUST BLOCKING
NOT TO SCALE
FINISHED GRADE
o TRACING TAPE TQ
c� BE INSTALLED 1
BELOW FINISHED
GRADE.
SELECTED BACKFILL
TO BE COMPACTED
TO 95% STANDARD
PROCTOR (AASHTO-799)
TRENCH BOTTOM SHALL CONSIST OF FIRM
STABLE MATERIAL AND SHALL PROVIDE
PIPE DIAMETER 12" TO 16" UNIFORM SUPPORT THROUGHOUT LENGTH
OF PIPE.
WATERLINE TRECH DETAIL FOR PAVED AREAS
NOT TO SCALE
MOUND BACKFILL OVER TRENCH TO
ALLOW FOR SETTLING.
TRACING TAPE TIP
O BE INSTALLED 1
BELOW FINISHED
GRADE.
UNCLASSIFIED BACKFILL COMPACTED
TO 95% PROCTOR AASHTO--799)
SELECTED BACKFILL
TO BE COMPACTED
N TO 95% STANDARD
PROCTOR (AASHTO-799)
`�---� TRENCH BOTTOM SHALL CONSIST OF FIRM
PIPE DIAMETER 12" TO 16" STABLE MATERIAL AND SHALL PROVIDE
UNIFORM SUPPORT THROUGHOUT LENGTH
OF PIPE.
WATERLINE TRENCH DETAIL FOR UNPAVED AREAS
NOT TO SCALE
q
WMrA:Itu VIVutK rlrt
TRENCH SECTION FOR PVC
SANITARY SEWER SERVICE
F (SCHEDULE 40)
C-6 NOT TO SCALE
I
11
ULAR
DMENT
STO N E
DING
1n
NOTE'
1, VALVE BOX SHALL NOT BE INSTALLED IN
CURB 8 GUTTER,
2, VAL VE BOX SHALL BE IN ACCORDANCE WITH
THE MANUAL. PRECAST CONCRETE COLLAR
3 VAL VE BOX SHALL BE CENTERED AND (IF NOT IN ASPHAL T)
PLUMBED OVER VAL VE (IF IN ASPHAL T, VAL VE BOX TO
MATCH ASPHALT GRADE)
FINISHED GRADE DOMESTIC CASTING
VALW
jor
ova
TAMPED CAST IRON VALVE BLIX
BACKFILL CHARLOTTE UTL 274 OR
APPROVED EQUAL
CAST IRON GATE VALVE
WAFER MAIN
TAMPED
BACKFILL
L � l TYPICAL INLINE VALVE DETAIL
NOT TO SCALE
ASPHALT
MINIMUM 3000 PSI CONCRETE
PRECAST CONCRETE COLLAR
STREET RIGHT OF
WAY OR AS NOTED 36" HORIZONTAL CLEARANCE
ON PLANS i-r
Y OSIE(T.
RANT, PUMPER NOZZLE TO
NDICULAR TO STREET
LANGEBET WMN
VE GRADE
tw
SIDEWALK3 -s AND GUTI7GR
PAVEl1131NT
PROVIDE #97 x a
CRUSHED STONE ! r '' " GATE VALVE
AROUND WEEP HOLES VALVE
t4 COMPACTED BACI�IIA.
SLOPE TOP OF p (TAMM® IN V LIIrM �— LiOCKED HYDRANT TEE
CONCRETE TO PROVIDE
DRAINAGE FROM
HYDRANT DRAIN 6w PIPE MAIIY ; -mc. THRUST
BLAXX
UNIFORMED CON
USE DIP IF LESS
THAN 3'-*" OF
COVER UNDISTURBED EARTH.
NOTES:
1. FIRE HYDRANT TO BE PLUMB. IF ADJUSTMENT IS NECESSARY
AFTER PRESSURE TEST, RETESTING MAY BE REQUIRED.
2. VALVE BOX SHALL NOT BE INSTALLED IN CURB & GUTTER_
3. ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY
OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE
PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FOR
ADJUSTING THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE.
FIRE HYDRANT INSTALLATION DETAIL
NOT TO SCALE
3UBGRADE
I PIPE BOLLARD DETAIL
C — 6 NOT TO SCALE
NOTE
FOR 4" SERVICE, BOX TO BE VULLAN MODH ffG8471
WITH #G8460 LID 14ARKED SEWER.
FOR 6" SERVICE, PDX TO BE EAST JORDAN #15742 W/
LID MARKED SEWER.
PAVEIu — SEE NOTE --�
OF
SEWER CLEAN OUT FOR
PAVED AREAS
NOT TO SCALE
RCP
12� 45' BENDS
WATERLINE WITH GRIP
RINGS (TYP)
K WATERLINE CROSSING
�-6 NOT TO SCALE
DETAILS: UTILITIES
11 1 1? 1 13 1 14 1 11, 1 17 1 1R I 1q I ?n
P
a
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W `Oo ci
N
O q
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O
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LW
IQ
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W
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U
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Issue Date; 11/08/12
Revisions;
A
C-6