SW8970632_APPROVED PLANS_19971008

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8CJ_ CO �
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE jqq:� 16 0�
YYYYMM DD

,
` I wa/ice ,,, e PERMANENT SEED MIXTURE
�l I/aao I(`REaR) 1 • PROPOSED SEEDINA MIXTURE(MIXTURE AND RATE OF
I 0 M APPL/CAT/ON FURNISHED BY N.C.D.O.T FOR YEAR OFE Q /7
ROUND USE/N NEW NANOVER COUNT r)RATES OF .15L 2
autL- APPL/CAT/ON ARE/N POUNDS PER ACIgE. - W yN�<<
- - - F 6"X s"6R/LL Z4Rcp .0' 5.0, T
SOR KY3/OR TALC FESCUE LEVAT/ON a3 1' •.•ir,.
\ e �� 3'j •I. 75A PENSACOLABAHA/',GRASS f1 OIE//1' "BARS /NL T PIPE $ MARKET STREE T4
I ' STOMRW OItAIH•, \`.TOpEh • 100./ FERTILI ZER EZA OR ROSE
d I /JJ
CAI01 9AM ����'''...`` 3}N Oq SI _ 4000.I LIME 4'X 4- ( ft"/qcP 17 0
i - W •� STRAW MULCH _ OOL I ' `,`` POOO.I' ELEVMAT/ON J4.J' 74 O
Il I ry-- �4 •- CAI t , 'i W/�JI/ ICE LFVA S/ON, I OQ w SITE j Q°P
TEMPORARY SEEDING SU_ MMER I I h '�
i EMMS
l 4"oRiF/e
sr EEr
i T _ f IN . T n ECT/ON
� _ APR /5 AUG, /5
DETAIL �� -•.W, ': � '� _ RATES'OFAPPL/CATION ARE AVPOUNOS PERACRE. - L IN as�av4t,q DETENTION POND
e OUTLET STRUCTURE DETAIL
FOREBAY DE TAIL sr.
c°
e ; ( r_.• ••'-•'•' 40/ GERMAN M/[LET ! 'I
' "'• �• . (NOT TO SCAL E/
�! j ! r• . I - B RANDELL PARKWAY z RANDELL DR.
F�, SOiLFOL LOW RECOMENDAT/ONS OF SOIL rES.TS OR INOT TO SCALE/ W
rm «mr e•• .L,Y • 'm N" - APLY e000Ar/ACRE GROUND LIMES TONE AND 750/- Y
t ! ` " tl'"aw ..'S w" �i "%•.' it WASHED s%vE �11 /ACRE/0-/0-/0 FERT/LEZER. 0
t - '�•Z:Y'.: Y. FR kP01tp MULCH,•APPLY 4000//ACRE STRAW, ANCHOR'SrRAW � N LOCAT/ONMA�
/ - Iw•« !1'A.• !.• � /NOT TO SCALE
;Z; ..+;,;, • L At;• sD' .> - C BY TACK/DI WITH ASPHALTBLADE NETT/NG'OR A MULCHANCHOR/NG
l •.T 4 4 « , TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
•G:5 <::''• 1: ;i • •°; ( TEMPORARY S/LT FENCE B£ USED As A MVLCHANCHOR�NG root. TOP,
+ .
' •` '�Ll. f:4:1'•` 1 �`i•%'.'• I DETAIL
TOP
+.:.e• TEMPORARY SEEDING MAXIMUM POOL FLEVAn4V=465'
J.
--�-- Of WASHED 3MAE """° ""` LATE WINTER 8 EARLY SPRING /t<Ol• - pFE i
rF , f _ ,PERAUNENT POOL £LEVAT .3 .J' 15L
•-. -`�_ (DEC. / = APR. - -�
5M81L/ZfV COfiSTRUCT/ON ENTRANCE 50
I
.1 1 DETA/L _ RATES OF APPLICATION ARE IN FOUNDS PER ACRE. - •�d4oq 1 SLOE VEGETATED
ITY oY WIO6NGTON I20,V RYE(GRA/NJ
roN - 50.M ;ANNUAL LESPEDEZA P BOTTOmm. SHELF
Ty
# -A-
,,,,,r,,, •,«`r R�N OMIT ANNUAL LESPEDEZA WHEN DURAr dN OF TEMPORARY \
r „•, -«r .. COVER/S Nor TO EXTEND BEYOND Jaw. - \
SOX.-FOLLOW RECOMMENDATIONS OF SOIL TESTS OR SECT/ON NEW PK
APPLYP000//ACRE$ROUND LIMESTONE AND 750TIACRE
ID-m-/o FERTLIZER, _ NOTE.- D£TEN T/ON PONb \ \ NAIL
MULCH.•APPLY 4000//ACRE STRAW, A,VCHOR USING SAME DE TENT/ON POND TO BE/N \
INOT TO SCAL E/
PROCEDURE AS SUMMER SEEDAV6. A RECORDED BASEMENTit
\
- j• i I
fi.
\ \ � OLD IRON
PIPE X
if
SCWOb%,c OP + ALLo ---
\ .
1 N/4.0245" W N OB'/929" W N O'/630" W r N ON°/2'40" W /6.30' A
57.60' H. /3,L 72' - a N 5s'00 30"E CH. 03 55' R. 448.16' EASEMENT TO B£ TRANSFERRE-D C
St I /O/.63' PR/ RAILROAD
�"- - EXIST. -- - - ` r 477.75' - =N6P"//'J4"E 25,90- TOMARV/NE
I AS ME/YT AI/{, R AD R. r - . S 45'0037"W CH. 56.940 R: 468.34- HA R/S
1' _
5 ' N FROM ro s X Noe72'4o"w 7.0T
424 S/F
--/ 4� O.O/ACRES
y-CM.P 1• -- - - 1•_"'^'_J 4 R! N 6f //54 E 20.85 "
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- �- T '�' b Mr F -� 1fr`•`rr3•: ` a•.1 N DETAIL \
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TOW 37.a� X/sr s.D.✓.e T,-dD,dR - - w -- - - - + - - W I".J./. WATERI 41•• oLllAmssQ A __�� . C , - •' 4/,9B'
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?7 CONSTIIIJC>tlDN OR 08Y®OPNBNT, ALL OP T11p$Q,Vypy pg SAN/TAR P SEWER L/Nf DAT1 a6� ��kS , 4 h ^y mp
7!.• PURSUArIC APID7HAf T18APPLIG161$ % $RIDE yg�g��'1 w n. n
C
' 1 DESIGNERS CERTIFICATION (�I� �Y� �H� �RTd),7 1'1'�,S SS/ .NEW s•C/rr TAP STAT/ON 0.00 INVERT J4./6'
>- I DO HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN AND TM P W-4L GMYU.NL1WOT AM TM A06W=ARS MMY SJI NEW CL FAN OUT STAT/ON/.00 INVERT J 4.78' m - z
j - DRAINAGE STRUCTURE ACCORDANCE WITH THE LATEST WH.M DE INOTON STANDARD AND I MA A PART TI PLAN. 0.6% � H
•• SPECIFICATIONS FOR STORMWATER MANAGEMENT AND CHAPTER SSJ NEW CLEAN OUT STAT/ON L.01 INVERT JS.JB•
2 Q 1A71t �•� ELEVATIONS t 0.6f{ !
` �,1 - r ZO OF THE CODE OF ORDINANCES OF 71i8 CITY OF WDI.BNOTON. SSI NEW CLEAN OUT STAT/ON1•8f AVV£RTJ5.87•
/ PRINTEpt/Atdg
y �!•T4 I SIGNATURE C SS1 NfW CLEAN OUT JTAT/ON J.S INVERT J6d/'3yi � DROP/NL ET I Q/ t - 0 7 ff
' W 37.4 EX/S TINGPRINTED TOP+JB.40' N R 1 L8: T'�• ��^� S56 NFW CLEAN OUT STATION 4./0 AVVERT J6.64'
INVERT+J320' ( RAILROAD I)ATB: STRAT ON NUMBER: {�7L_ O 0.696 104.12 ?yo,
t
DROP/NL ET J® 20' ' _ - SS NEW CLEAN OUT STAT/ON 4.5f WVERT J7,If' S 08'13'03" E
I TOP+JB.21' 9' SSB NEW CLEAN OUT JTATIOW J•JC AYYERr J7.36'
FLARED SECT/ON O 6H R' j
bl a WVERT+J4.70' _ ' 15. d' it, .
LIGHT
EL E VA7 TIONS OROP/HE FT N O I HEAVY TRAFFIC ASPHAL r i ERMANENT POO S70RMWATE6 POND
TOP.JI.40 50 TRAFFIC
�c P L
3
lI'/LARED ENV SECTION I ® INVERT• 36•/O A _ ASP/MLr I J 7 ACRES CLE ARING DIMENSIONS
AVYERT A2 EVAT/ON«34.J' --../NOT 7d SCALE/ -`'-"
OROP/NL£T IO4 I LIGHT
• 1 © TOP r Je.20' - - 1 , T^`-•--yII J tS
/B`FLARED ENO SECT/ON I -L TRAFFIC J U p �' L� L`-: p 14 jam!
I 1 WYERT EL FVAT/ON.34./S _ AJPM4LT I `^'-•-�._( .,
1 AVV£RT+ J4,6o' 7
\ . .. ASMV4LT `TY/ /-/ASPINL7 1 1
J '^ h A I Gn •AACs?tWW - J" rME.44AY/NLT I"AII JTONE L.rLxs- OCT - 8 ,997 ,'`•.'#
`�_
S H � - J..D./. WATER � -- I"ABC BR.tr1F „ R
-;�GINEERIING DEPARTA'�f
EXIST_ - -- - ----- - -- -- - -
Rv . ERGS/ON CONTROL PLAN
• ss,ALH v, Jr.es
-- -- - --- - - -- -- - -
rOP J6.95 50 LF
INV. J.!// R 14" STEEL CASINO A r CROSS SECT/ON
i MI I (O•E%"W TO rKICKSCALA EAV - AW�1 NOT TO SCALE
'
FOR
h _ WATER LINE BORE B JACK DETA([ LEGEND.
.W
HrDRENT
WA rEN L Off' 1 F. PROPOSED ASPHALT PARKING LOT AREA 44,74/S/F � !#T� + REGULATED TREE HARRIS ' ELECTRIC
---SS JAN/TARP SEWER'[/NF f REGULATED TREE IN
GREEN AREA REOU/RED BS /3179 S/F/ by
sAN/*ARY SEWER ANAVIOLES OR CL EANOUTS (IO BE REMOVEOJ A �•Ap,� y
NOTE.• L/BHT TRAFFIC GREEN AREA SHOWN B.1K(J,7l1 S/f/ _ SS/ /ASNOTED/ p�N nV�/ •,
I- LANDSCAPING TO BE PROVIDED PI ACCORDANCE WITH HEAVY TRAFF/ AJ/HALT ASPINLT �'����� P40PERTYL/NE .�� r'"• � •,' I C/TY OF W/LM/NGTON NEW HANOVER COUNTY
CITY IN 5Z MON) T LANDSCAPING REQUIREMENTS OMeHrs �ES NORTH CAROL/NA
INCLUDING 12 /MINI TREES AT COMPLETION OF THE , � 4 ;.L.�•^ '
i PRA/£CT, AREA Z CON TANS AB7 ACRES(W/rSIN RAILROAD EASEMENT LOOP/ ss____ PROPOSED EDGE OF ROCK AREA , t
PROPOSED Ever OF PAVEA/ENT SCALE:/"Ar 40' MAY . 1997
'ly 'i../..••' r PROPOSED EXTRUDED 61MB LINE / y € GRAPHIC SCALE OF FEET
tl 396 EX/5T/Ns SPOT ELEVAT/ON j
J/DFMIILK THIS PROPERTY ZONED HU. - 4o EX/sTiNs CONTOUR LINE i f�CI NEEr''Li ¢Q O
REVISED:OCTOBER 02,/997 e �V^ J TAN B•A CJ VmTIII/N&~TRACK, tr
F „... Q 40 80 /20 /60
RFr;SED:6/f8/97 a"A sTWIE NO WETLANDS ON St r tx/sTTNs sgAY[[ BARD P`N
•Ctesa\�js PROPOSED CONCRETE
PARK/Ns REOU/RED J/ SPACES ® EX#r JMWfflf►A/K OE`.0 M VIllatD.,LBJ - .t>„ , a j\STI,g• jAI/„�
J;IAIT/RYDRAgNSIMAN NEE/SQ.A(IL/ . OlJ�ia{.� �� r=`\ r+ ` s
CROSS SECT/ON A - ® I PARX/Ni PROVIDED J/ SPACES(/NCLVD/N�'fHANO/CAP/ • -C/Ndr'TRAFFIC ASPHALT DESIGN J, NkIRO Al{QREWSI. R'E; ' W ` w�"
i NOT TO SCA C AVN/MUM ;;;�„ _11-_ -
"T +-rJtAVY TRAFFIC ASNLI LTS/CN SNERW/N D, CR/BB
/ KG A /37/ N.C. REG. LAND SURVEYOR NO, L-/099 L`�L'
*XMWn7VX AC
rt
Jf. PROPOSED SPOT ELEVAT/ON 1144 SHIPYARD BLVD. ' kr» ;
BEEN AREA/N PARK/NI LOT -,p• ms,
W/LMINGTO.N, N.C.
• I
-

1? b
4,
3/4"T^I CON
1 ' I CON;.IC. COPING
a
L�10' MIN.--1 [
A A
PLAN 6CORDBWALK DEEP
SCOSMIL IRE
sIDFwALK
frv. I�f' 1 3/4"CEMv TSTER 3/4'CEMENT PLASTER
EXPANSION JOINT 1/E
;STEPS
1 I j W B" - • I B" PLAZA PLAZA
e•� M
R, ° CONC.DRIVEWAY APRON
1 °
7 d/1• T 7S/J- INLET 16' MIN.
t .
//7itt• :'' PIPE OUTLET PIPE
�EXISTINO PAVEMENT �7
BOX EXTENSION --
::.'. .• •..•'.u:j:
SECTIONS A -,A" ►� ciAsa "A" colic; );.�. A-j
uUIrm SECTION A-A PLAN
K-
NOTE:FRAME B GRATE TO SO'
BE STANDARD CITY OF
IBILMINGTOK CAST IRON Id TO 12• VARIABLE s'
t[/l' L/t't J "4'1F�'• °::•:' :r ..• FRAME &GRATE DEWEY Ip"PER.1'-0"
j fK• 1 ',.{ NO.CH-BN.3A --
.,i. (SEE(SEE BD-SB)
COVER
N/N/M/UM WE/6NrS „ . T
TOP /O I I {i [xBTIxO P',YEMEM • EXPANSION
BOX 400 A - <O !. A JOINT
EXT. 400 L ,. J
No. so = 14 I ouTLET RPE SECTION
:: ;` . .
STANDARD WATER VALVE CAST/NG .6 AD^°^^ ENTIRE
IMDT 71D SCALE/ ♦ yt �. CITY OF WILMINGTO?i OPENING
CONlT. ON1FT^
_ A CITY OF WILMINGTON
., .,. STANDARD PAVEMENT DRIVEWAY
GRILL CATCH BASIN J'b: STANDARD
L
�..A• •Y ...: Y. ;':T;::'.;'A - DETAIL
, '..°, DRIVEWAY DETAIL
SCALE: 3/41 I DATE: FEB.21,19TT '"IOUARE EWE OF
\ I EXISTING PAVEMENT (FOR STREETS WITH NO CURB)
' P•-O' /� 4-0 -�--i DRAWN BY. J.R.B. CHECKED BY. W.H.W. SCALE: NONE DATE.JUNE 3,1977
/6//l' 4K' GSFIAIFLAMft ENGINEERING FORMING DETAIL DRAWN 9VG.D.A. CHECKED eT W.H.M.
FILE 2-1-314C
!•R• rrr ON STACK 1 MORFAR PLAN AND SERVICES .4D-TO ENGINEERING FILE. 2-1-326C
�,K*• I DEPARTMENT NO- SD- BA WAS SD-l0A DEPARTMENT SD-10
SINEW
Al ZAN
°• °
1 ���.=•�:�. �'.•'•�J: .:7�►• .:�'. L OP
t•aSPMALr-, ' GST7NI
(� b : CLASS "A'CONCRIFTIE :,:•} -
MEB
_ `t /-NORMS
L—• �.��,�..• PDR GdIAY It7JIRStA
SMADARD AMCX
Sft lO-/1 -t-YdTMR
4.
M7/F/TLF CZJDV R A/EOdN CTMea REOLIRM furm PULL • MLY[IOX tx7:f
SLOVABNYASJACHOW COYISWEO OVER HILKMJi.NOrEr4 _ No. SO - // SELtAN ourcAsnm
I t. �NT SPACM'B�MAY B€ALTERED BY0NrS SHALL HE CED Arlo,wrrRmLs.TN£EN6/NEER TO PREVENT. TYPE FFA IN j -
A-A" cmvmw"m srAcK
UNCONTROLLED CRACKING NOTE'
A JOINTS SHALL BE PLACED TO PREVENT SECTIONS LESS F.AN STANDARD CURB SECT/ON TN/S/NSTALLAT/ONREOGYRED WHEN VALVEROXESAA0 CLEAN-OUTS
ARE LOCATED/N PRESENr OR FUTURE PAVED AREAS.
FIVE(S/(�'ET. PR/OR ro SETT/N6;ASTMS,NEW INSTALLATIONS WKL RE02NRE
A EXPANSIOYJOINTS SHALL BEREQUIREDATVO-NTERVALS SS X C0A/PACTIONN9ARCHL4r/7
AND AA/ACENr TO ALL R/6/0 OBJECTS ' f
S. TYPE H'CUROSHALL Bt'PERM/TTEDONLOCAL A•AAW V- Na. SD - /4A
STREETS ONLY.
A TYPE H"CURB MAY NOT BE USED ON RADII FOR STREETS T YP/CA!_ DETA/L CLASSIFIED AS COLLECTOR NOR STREETS OFH/CHER
CLASSIFICATIONS.
VALVE BOX 8 .CLEAN-OUT CASTING BASES
P-P//P" ` - /NOr R7 SCALE/
f•Fcarrtuliwnw MIT 4/,-R PUA'PER CONN£C77ON HOSE NOZZLE
- FACE 70 CENTERLINE OF
CAST/Nf - •- _. _-_-. ___ ____ __ _—.
Y•ASP/JALr cv-im STREET 4j
(SEE SD-/S/
WORD -WA TER 6N COVER A R
I•I,WLiT
caweRrrrr 4"
�.
LOW
- _ Buhr '
1
f•smwm neeNr C.A VALVEBON'
IRK
CATF VA VE MIN.SIZE B' ,
• , rum x4w ro -
SETHtWYA/N • !' AlPNAIT
NSt LMAFII SxrNA NEA YY Glf RFOW , . EXSTINB MVlM[M�7 �iYp. -I' NA OAT SPEC. EXISTING PAVEMENT
COKIMATTOW FRrrm F '
17/I•MA" G• COMPACTED MARL ue[
.�W d/RIAMSB uA iATr
I •♦i I2" IL"
RPANd/T70WFwOW Gar MON rD rERR-
COFM M/T[HNYO oamr"A46PFSR -
- HYDRANTS SHALL Or � CO9C.PAD
No. SD - /3B MUEtLER for u'.u•R r
1 .. , •. VRION
DARL/NB B-BOMUELLER -8 WXCK-RX
DETA
C /L . . . .
SANITARY SEWER MAIN LINE
j C4EAN - OUT 8 CASTING BASE NOTE.* PIPE
SEE ASSEMBLYO£ran e
j- - /NOT TO SCALE/ ' SHEET No. SO-/BA FOR r _
,. ✓O/NTR£STRA/Nrftw#RE
• No. SO - /e
STANDARDnHYDARANT DETAIL NOTE:
eACKFILL TO' BE INSTALLED IN 127 LIFT! (MAXIMUM) AND
COMPARED TO A MINIMUM DENSITY O/ S!Y AS DETERMINED
SYTN[ MODIFIED A44110.11TANOARO METHOD T-SS '
' CUT-BACK TO SE PERFORMEO AFTER TRENCH IACMFILLINO
AND COMMOTION
1
I � •
'' LI•fALMM2le ROOJ
3/4•fACHIMI£D ROOJ
78 AIAAY-s
D x B CITY OF WILMINGTON
reetrrawrr Jlw STANDARD DETAIL SHOWING
i It t _rAANRtYAr EW re METHOD OF MAKING PAVEMENT
REPAIRS WHERE PIPE INSTALLED
nrIDErB s.. -
lR/ID/MAT Luu 1
SCALE:N.rs. Dare:FEB.2,1977
y DRAWN ff. J.R.e. exeexeDn wa.w.
ENGINEERING RILE E t EO'JC
F LI'IA[tgLFB DEPARTMENTND S AD. 30-M
No. SD - /BA
-I
HYDRANT JOINT RESTRAINT DETA/L
/NOT TO fGLE/ -. C/T Y OF W/L MING TON
DETAIL SHEET
FOR
• . HAI?R%5 EL EC TRIC
WILMINGTON TOWNSHIP NEW HANOVER COUNTY
WILMINGTON. NORTH CAROLINA
I
• I
SHERWIN D. CRIBB J. WARD ANDREWS, P.E.
N.C. REG. LAND SURVEYOR No. L-I099 N.C. REG/STRATI/ON No. /37/
I/44 SHIPYARD BLVD. WILMINGTON, IV.C.
W/L MING TON, N.C.
T SHEET 2 OF 2
I

Q
nr N"i°unni" a-avN'xaw Natua SLOPE h
J. s trNrn _ Wwwmo Non 3:1 Az t�11t
. • r•• 6"X 6"GRILL- r4.0' 5.0, EET 74
NYd1aNT Te xnt uw •' lB"/RCP O KET 57R
aoro'unN' wtaa R n aaaoratu rna w'PNxr •^ rra OF//P "BARS INLET P/PE 2 MAR
/ //4 S/I OEMILO STEEL .. AT, {Nttfi xFt', NO
4!N/N N YE/LR STRf7)'BTf/ W/f 5//OP OOATS/NMYOL No, 6Y/ _ ,,,�. ELEVAT/ON a�7 a' ,4.•f;:. +;' - /'I
fPIRAG PRIMER - MAINTAINS - 1K tarty P4"O RCP /7 0
ST1L•L CASINO NTt wLAND pnata taaw WVERTP
rq � 4'X 4' 1 �ERAWNENT POOL 74 W O
ELEVAT/ON=J4.3'
-
I u.ntn NNY
4'I!P V.C. J4.t5' w Q j R
' W/OW/ ICE EVAT/ON= 1 0 w SITE
,I J O. W/H. un ndt Yn.ua P 1 J4.3' w
tl N.O. W//LN.. rw N,.n r..,u JOINT RESTRAINT .
,f INSIPEEPM.P/Pk'= Ma1N f//4"ORIFICE' :.i./:'••r;. o m PERSON
/Nf/OEPG.cOLL' R p
HYDRANT TO ISI FULi JOINT OF PIPE '" 'c•T b o STREET �
I 1' SCHEDULE OF TREES r /1/Y'=Yb v4' W/HAROWARF MARLBORO v
S'UPPORr U/rACAL'1A W D
+ DO- 2•L6. WELD r0 . .r.Y.raarm ,as CL07HSTRA/HER DETENTION POND FOREBAY DETAIL
POINT # TYPE DIAMETER COLLAR
i OUTLET STRUCTURE DETA/L (NOT 70 SCALE/ TIC
453 PINE IB" '' r-e• i RANOELL PARKWAY yr RAND£LL DR.
453 PINE 17" uv r rr_ ,_ 3//2"LG. TOM uteNtvetn.t ow", a (NOT TO SCALE/
955 PINE 16" r. I M.D. W114N. INVIT xu No•uuw It•c q'"•' Y
4ewr wrwxrNaealNaa h LOCAT(ONMAP
n:tan (NOT TO SCA L E)
1 456 OAK 10.1 •'e'vf"' 4"•4"./Y'TREA TEO 4�. rxa[axn• ".. <oee a„A, WOOD SKID ` -
458 LIVE OAK 10" ' ii'uii u wo.wu :AYl,;w,
458 PINE 12" e•j'•�•'•n [SEE DETA/L/
i�. 459 PINE 13" 1ve. - ,
'r.E+.? e' '""Tt '""u"° JOINT RESTRAINT 960 PINE 16'• a :L.;e;'e+a:' SAID COLLAR DE
TOP '
460 PINE '"A..__._Pl e; -0'f:f.;e �a /atlT TO dEALEI; rtltltp loT
I(( 18" `• e P d' •>•:e 4:•d a • e e. "Oft" ealn�"
', 1 462 PINE 12" ::>< A"'Tx••`�';b?"A<;,e, ??� • • .P<, • 1 "Run: a•we tan-m HYDRANT 70 MAIN TEE I MAXIMUM POOL EL E'�AT/ =3G5'
y 464 PINE 16" >6.tv1:6�d:,Y==',L)hd die a eletr CITY OFWILMINGTON o A OPE
464 PINE 12° ' 4"+�' +s.0•' ' 'prldMa cocOC TIO,oRir jOf ,PERMANENT POOL £LE4AT/O J4.3' j:15L
965 PINE 12^ sKiotocanou. - STANDARD
466 PINE 13" I - 1 '
/atlY ro duLn 0.5'
It 967 OAK 9" CURB SECTION TYPE'b;' �. I2• y..11 HYDRANT DETAIL \
468 CHERRY 10" tuu r.ar o vJ^ teaat N.rf. wTt: ,n.r4,Ttn J P 30'
i 469 PINE 12" v*a Aar CITY OF WILMINGTON '� 1.0 G \
PINE 12•, •• '
Me"N tY.1.P,a cxlexce 4T. •.Nt
IS 470 PINE 12" M'N/ UM WALL TH/CXNESS q 1- J IS VEGETATED
1'0 5TE[L CAS/NG PIPE AND 49rNiNN Mt t ' 'r.r � � � HYDRANT JOINT EF BOTTOM FL. =P8.3' 3' T
a"e tarup nrr•*rT+Tr•TTT"'m SHELF GAF \ \
472 PINE 14" SKIP DETAIL - axuTY[Nr N°� te-n (�, \
12" CITY OF WILMINOTON A,• too/ _ RESTRAINT DETAILS•' 'pp `
474 PINE Nom/no/ IPar roreeen
1; 474 PINE 12" QI88 oggCTKk! , TAh nqI O/om.ler -
'� 475 PINE 19" 7YPE k' M PN /PrA.T.. tr4C xa,R MR YMaItj•r,
476 PINE 13" "snT vYm,im
477 PINE 12" •..••+•a oa®nwe. SECTIII p•"Ner a¢. exmn tr vc SECT/ON
i wawai.r ru•.-n.• Owe AANOC'/I/4' axsur[N,"N rat: a..•eNea \ \ NE P
478 MAPLE CLUSTER 4"-4"-3"-3" .x rze.8• •x n^„ O. I9 14-AND/6- AND stages DETENTION PONLQ NAIL
I 479 OAK CLUSTER 5"-4^-2" ^. 50 /O• INSTALCAT/ONOF eanNrxaNr ' ••• n-Ye NOTE.'
481 OAK 13" O. 6I 20' CARRIER P/PE IN CONDUIT OETENT/ON POND TO BE/N
982 OAK 10" O. /r 22' A RECORDED EASEMENT (NOT TO SCA[£/ \\
I 483 GUM E" 0. To to" . \ OLD IRON
II 484 OAK 7"
485 PINE 9'1 0. 06 Pe'ANO30" \ \ P/P£X
486 - PINE 14" I O. 36 fY"
.- 987 OAK 8" 0169 541 AND J6' ,
488 PINE 19" 0. 00 5D';4o"AND 42•• ' SCHEDULE OF CALLS
488 PINE 12" 0.711 NO, A
489 OAK CLUSTER 10"-6"-s"-3^ I N/4'0245 W N 08'/929" W ' --8. N 08'/2'40" W /6.30' PRIVATE RAILROAD
490 OAK E" I _ lO/.63' S7.60' N 00 /6'S0" W
CH. /33 72' - C e N 52'00 30"E CH. 23.53' R= 448,/6' EASEMENT TO BE TRANSFERRED C
492 OAK 12" - R. 477.75' - D =N 68•N 54"E 25,90' TO MARVIN E, HARRIS
493 OAK 8" -
994 OAK 9" -�-. �- t 31i�
i 995 OAK 8" EXIST. A/I, ROAD �tl• ' TR' �e'7 = =NOB•/2 407"� CH 5 .92 R= 46B.34 424 $/F
496 CLUSTER CHERRY 8"-7"-7" AS MENT X 70 6 O424 5.1ES
497 OAK 9" • _. , ,� FROM TO B �- - = `-
e _ X=N 68•/%54"E 20,85' \
498 CHERRY 7" A N -/9'50 "
999 PINE 16" •-- -% EXIST• r l4"C.M.P. 37.4 `- S O D
u 501 PINE I7" / V. 36.0/ 1. DETA/L
'I 502 PINE - 16,E 35.9
1 503 PINE -_ 13" - // d•r' i - --_r-r"L'"' J '"".�.�-
/III/ --�_�, ���r r _ _�\ ` --� y<'�•0 p Z \\
- GUM 12" . . 8•I Q .O � �11 4 • v1 `` ��3" A�
009 E,• _ _
OAK II7 r 474 35,6 IaLLEY \ 0
506 OAK 18" X/S .\ / i ;e6 4ee J9./f 490 \ \ •� /505 16 \ R' ✓ 8 *78 c � PROPOSED ASPHALT PAVEMEN7 \ "� � � _
507 PINE 151. �] I NAR S£L CTR�C b ,. . ••, .O - =��•. /RCS !IS ' 477 O . 38.4 87 33/O- - - +49F _ ♦.\ \ / Rl O 4
508 PINE 15" U/LD IVG �W / p //�/� / PROPOSED/B" J90 / - `
OAK 111, T� y 2 .y// J ✓ 4a9 \\ \ D.4 T.R.
' 512 PINE 13" `V I IIM Wb - / 519 i�// OFOSC G 7l 47d - P40'_ / �"•` `\ -h
513 PINE _ O
514 co
LIVE OAK 34 n IN . . � , �IC� // / PIB•1 p - i�""�•r'� �\\ N 39.J5 \ iI Q WI 49J \ \ 33.6 1
I �515 PINE 516 TWIN OAK 13"-11" II N /� 6 4 / ' / 1 �r 4u
' 517 OAK % 0 / / /.--� O' LO D/NaPOCK
518 MAPLE CLUSTER 9"-6"-6" ` {I 6�/ 557 SSB �I 30.E �O/ 3 �•�T /FOB• 90'
/ I (J SPACES/ `��u 2 +
SS �"�� I ` M1 I 79d+IT97 '}499 \
X/S TING '.jI .T "+ / PROPOSED' r' I�PI 1 3d,0 b 41 \1•• LS Z 36.S BUILDING \ �s ,,I�
'`1 3 f.SPHALT / IU ' 9. / I -4""• ° ql Q +COI a0a\\\l7.3\
b °; � oA� �. .� //, 46/ f c I A ' 4 9'•' 40' FF=J9.61 ' i� ���"��� \ 'I aOF�^\\ \
We �• ^a• j / // W s I . � I �480 ���� I I \ \ 4 +49e I• aoe+3u \
1� to e m i :. o \ �� -��' r- I -\ Jos \ \
920/EMFRSON Sr.ST y / / / - ? °m �t 4 3 1 •{• \ \ \ +T04
• _ _ I) WJLM/NGTON,N•C. :r/•/ / Q ' 'yQ: J O ' N '. b PROP. .. � ��--� ���� ��� �� , 11, ,�• \ \ \. { -\ w (46.1 \ \N \1 S.
Q Q "1 a oFFic£s - �o'oo �47e 1 1'` + s`o'` 4 P \ \V \ \ \ (� \\ \ ♦ 6•
46 I 93.5' l3yl I 1J /` \ `11 +'
\ \ \� \a06 5/I\ \ \ - ' n
♦ / / POND e W 0 7 Q: •. .5 i \�•.�/ T ♦ p '; J9.J5 ^-1 1 ♦ \ - \
EoIION ¢ ti _
'` 3-4'• 37. Y \ EL. EaJ' ' 3 / �H Q _I 1 ^• B 280' \ \ ♦ ` ' "��. _- 5/ \\ ♦ \ \ O
ADO O 4 >E _ ® x\ \\ \ ♦. \ + \\ \ O
_ •^' / OU7L C7 ♦ ;, + / O y 3 8 .. . . . •, •P• :','•.,, " ' ' �' _ _ \ Z.. - `\" \ \ \\ \ aI4 \\ a s
37.F i ' 33.7 / / STNUCrURE ♦ a Q" LiA� _ \ \ \ \ \ 'Ip.9'T.R. o \
37 Fi ,�7 5 4ae b . • . •..': d/ ' ' 3B.B . `_ _ \ 39.8 \ + 5/1
I � /O'QREET N •/B'OO" W / / (V�' , !JE[OCT410 +10 \ 4 / ` ,4 G 0 y ._ _ ` \
YE6ETATEDSHELF L2.JS.6 \ r / TV 556 n� G _ ` _` \\ FUTURE \�•a `
S 8I'42'00" W �6�! \\ _ _p_ _ LL " .
60.00' �:. 92,/P' I 4� L �� _PE7WAMEw7 PQai EL J4-J�2 __ _ •.�+ \ S L �4e4 +B = DEV£L OPMENT - m
, . B"X e`T59 /�/ 456 e.4y O .r'� PRO('OSEO/B"/RCP MLLEY ... .� - .. I '4:L ' 4
•ctx\ 4 46e �1 uottEY 39.0 J \. \ \\ e
.J,'-7 TOP EL JBr IF-- .. : - _ _ e_ _ \
NEW P.. ` =3e: = 3e.0 ` �" -- _ _ -._._ 4/.9B•.
WATER METER BORER JACK // a"D.L WATER O/CASI7g5T<3 - - - - -.� - -30 UMPSTE _ - 'r _J � N 68 ' E
i r /�PROPOSL=O , o 11 S _ ES at_,z 9 - µr B"D./, WATE 4e PAD _- 1
EXIST �jw
N W -�•A SSP •3. O RC fd4 ' MLLEY JB.76 _
S,S,M.H.�s T,'S.D,dB, - - W b O
•• ` WX15T,S.Ad S m 6 ` PLUG
TOP JL50 - - OP 5/,/t SS3 37-�5 ORA/ 9E EASEMENT SS4 / 55 ro © 1 M 3BB \ --J 4eJ - , r 5/ 40:1•T.R.
/NV, 34.18 SS ' ,,, STOP 38.06
37.• /NV.33.6E _ - 39.7
EXIST. J6"/R.C.P.! be _ __`�-- f- 3 SS3 - - _ EAS M£ T 6' B 6.9 - - ` all,MIN* J
3 05
PLUG SOd /3 03"E 987,76' 40.0 A /AI
B 1 SEE DETA/L a Or ^h
LO
r. / de EA/sT. O 32.3 m1�
J6/5/R.C.P. b3. 771.
/F 4 �,�7.7- / T - _ t \�d4" 0 R.C.P. 33.6 7UTAL C ro
F. HYDMARK NV. INV. 4-lB"/ / -=_ .._..__ ._ B,_ 3' - 3�r-I{-`=-�- - _ n
y � 3D --- EXIST•SD,M,N. OWNLR'.RIfYEL01'LIR'S C1tRTIF7CATIQN06
TVP OF OPERAT/N6 NUT 3,3 3547 R. - T4 x x F x T TOP 38.3.9 O'C • o- ca
ELEV. 40.43 n•3 6UY W/RE CHAIN-LAw F_ENCE_� R.PoWER PoLE INV. 54106"// - p- +ja.y y1 vI a•v o,'
H 3 I 1 �,33 2.1 - W/r BUY WIRES INV. 54.51(X4"/J SINE MMY COLTIFY THATIE MARINO.ORAOM $ANITARY SEWER LANE DATA D "�yoti q"y o M
H 3 37 CONS RWINION OR DEVE!"NENTN 0 AIL.UP THOSE,WILL.BE K GRADE' e-�ryy
37.�3�p D013ERiASUANT'PDINISPLANANDTH11TTj�APPIdCAEl1$ \ �. ay ♦o'�' - a:�- W .
33.8 IMMWATMMA2MCEMMa CONDITFDNSANOREQUUtB MS NEW 6"CITY TAP STATION 0.00 /NVERT34.18' ^ -
R ! DESIGNERS CERTIFICATION OF UM CITY OF�Tim STATE OF WRTR CAROaLINA 0.6x \ v'C o - Z
lu
y i DO HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN SS2 NEW CLEAN OUT STATION/.00 INVERT 34.78' ? N
AND THE F'EDBRhL t30VERNMExT ANb I'i8 AOENdES AA8 NER&6Y 0.6x //�� �12
MAD$A FART THIS PLAN. SS3 NEW CL FAN OUT STATION P.00 kvveh 'JIf,JB' -
>. ACCORDANCE WITH THE LATEST WILMINGTON STANDARD AND 0.6x 'A
C W ORA/NAG£STRUCTURE SPECIFICATIONS FOR STORMWATER MANAGEMENT AND CHAPTER SS4 NEW CLEAN OUT 5TATI N P.B2 INVERT 33.87' n '
ti Q �2 •0 EL EVATIONS 20 OF THE CODE OF ORDINANCES OF THE CITY OF W ILMINGTON. g}�jA'�IMg: �t4k 0.69L
y 2 379AI 1 3s• ' fi.1 / ' /• P I SSa NEW CLEAN£AN OUT STATION J.53 INVERT 56.3/' aj'b,S 1
1 * ti.i t O64L r�p0
y 'A01174 DROP/NL ET N O/ PRINTED NA a 1 lE• rt'lu S DAM -7-18-gT 556 NEW CLEAN OUT STAT/ON L/O INVERT 36.64' 104.12' � h5 �
37.4 TOP=Jo.40' EX/STING ,q p y
DATE: ��"a f�'f_ REGISTRATION NUMBER: 0.69L a" \q>.
W � INVERT= 35.20' I RAILROAD i � 1�71 � S57 NEW GLEAN OUT STATION 4.90 INVERT 37./P' S 08'13'03" E
DROP/NL ET A'® 20• SSB NEW CLEANOUT STAT/ON.S.30 INVERT J7.J6' 0.69
h TOP=J825' i' •5' '
rd = INVERT. 34.70' 1S' r9' STORMWATER POND
POOL
FLARED END SECTION LIGHT b APPROVED PERMANEN NS
£L EVATIONS DROP/NL ET'N O 1 TRAFFIC HEAVY TRAFFIC ASPHALT a D/HENS/ONS
TOP=3B.40' SO' ASPHALT " NORTH CAROLINA ENVIRONMENTAL
IN = J5.90' m (NOT TO SCA
/e'fLAREO END SECTION 0 © MANAGEMENT COMMISSION x.<
+ /NVERT EL IF VA TION=34,J' U6NT DIVISION E PATER QUALITY 10
1/fff���`.1y
DROP INLET N® TRAFFIC 17 tl 3'� j
' - IB'FLARED ENO SECTION TER
/ © TOP=38.20 - EXTRUDED ASPHALT D4114 Zu"�G 199 t �+ C�
I INVERT ELEVATION=34•J' INVERT=J4.90' CONCRETE CURB I r"TYPE I_/ASPHALT 4 E C E I V E D
1 P" TYPE/-/ASPHALT ll p�lO Q� '1T�1� �If lsf D
'• I" �: _ y , A TER 6-ABC57CAE 3" TYPE/dASPKdLT 6•ABCSTONE St�C� SSul�b � Kin'"' JUL 2 21997
8"D. WA E e"ABC 57dAE
J _______-______ _EXIST PRE[ /M/NA R Y PL A N PRG� #�:r�����
SSM.H, l 1yt./NV. 32.07 50 LF CROSS SECT/ON
t iTOP 36.95 - ({�II 14" STEEL CASING ,
i INK 55// Q A A6NiMUM NOT70SCALE MINIMUM
I (0.2/9'WACL THICKNESS) FOR
+I I INDY To SCALE) LEGEND:
a WATER L/N£BORE 8 JACK DETAIL _ HARRI%5 EL
HYDRENT
WATER L/NE + REGULATED TREE
WATER VALVE 0"9"9H EC TRIC
REGULATED TREE �N
7' PROPOSED ASPHALT PARKING LOT AREA 44,74/S/F �s's' SAN/TAR P SEINER'[/NE (TO BE REMOVED) 4 - �P4
r .3' ld - GREEN AREA REOU/RED 8% (3,579 S/F) SANITARY SEWER MANHOLES OR CLEANOUTS 4I '�I CAROL .,
NOTE.• GREEN AREA SHOWN 8.58 (J•795 S/FJ ww 55/ PROPAS NO 7601ERTY L/NE •„LES^ '+/ ," '- / C/TY OF W/LM/NGTON NEW HANOVER COUNTY
HEAVY TRAFF/ ASPHALT
LIGHT TRAFFIC i ' NORTH CAROL/NA
/- LANDSCAPING TO RE PROVIDED IN ACCORDANCE WITH ASPHALT c x-x -x PROPOSED FENCE I i
i CITY OF WILMINGTON LANDSCAPING RFOUIREMENTS, 9 PROPOSED EDGE OF ROCK AREA SCALE:/"< 40' MAY . /997
INCLUDING 52 (MIN) TREES AT COMPLETION OF THE t' AREA 2 CONTAINS J.87 ACRES(W/THIN RAILROAD EASEMENT LOOP)
PROJECT, PROPOSED EDGED PAVEMENT GRAPHIC SCALE OFFEET
2� PROPOSED EXTRUDED CURB LINE
£X7RVDED - 0'". t r SO 6 EXISTING SPOT ELEVAT/ON E��yr•"�e 40 O 40 80 /20 /60
CONCRETE CURB- O SIDEWALK _ 40 s.� EXISTING CONTOUR LINE F ., a
.•.N.•
THIS PROPERTY ZONED HM. EX/e7TNepAKRQRD TRACK s WA t� p�a�
5" TYPE 14ASP/fA 6•AOCJTQN[ NO WETLANDS ON SITE, _ EXL9T/NG GRAVEL �I•ITTO R•!_e f (t
_PRO �H"•�
pr REV/51ONDATE ✓UNE2• I997 B"ABL157WYE •roe"ceYY - EXII mmmp CONCRETE
f ' "EX/dl.dTORM DRA/HIDE JLMiCT/oN BQX(sue✓,B,J7.
it ADDED LANDSCAPING NOTE ® SAN/TARYDRA/NA6EMAN M�LE(S.P.AI J
PARK/NG REOU/RED 3/ SPACES
1 AND SECT/ON A-A " PARKING PROV/DEG J/ SPACES(INCL UD/NGPHAND/CAP/ L1,SVRr TRAFFIC ASPHALT OESION ✓, WARD ANDREW51 °' SHERWIN D. CR/BB
REVISED.- 7117197 CRO.55 SECT/ON AO- AO f
WN/MUM "�'-ar-=NLAVY TRAFFIC ASPHALT DESIGN KG REG MAMW Ncx 57/ N.C. REG. LAND SURVEYOR NO. L-/099
NOT TO SCALE . . . ,I WXANVGR7N( /UG
�ROPOSIDA/NPAREVATIKING W/LOT II44 SHIPYARD C.
-
M/NGTQN, AI N.C.
I
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