SW8960507_APPROVED PLANS_20101119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9l0 O5"0-1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zol o I 1 I
YYYYMMDD

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DRIVEWAY"
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SITE DATA:
WfE
s
TOTAL AREA
2.25 ACRES
ZONING
CBD
EXISTING BUILDING AREA
15,930
SF
EXISTING ASPHALT AREA
27,672
SF
EXISTING CONCRETE AREA
2,869
SF
TOTAL EXISTING IMPERVIOUS AREA
46,471
SF
PROPOSED BUILDING ADDITION
582
SF
PROPOSED ASPHALT AREA
0
SF
PROPOSED CONCRETE AREA
296
SF
TOTAL PROPOSED IMPERVIOUS AREA
878
SF
CONCRETE TO BE REMOVED 352 SF
TOTAL EXISTING & PROPOSED IMPERVIOUS 46,997 SF
LOCATION MAP
NOT TO SCALE
.0 9 ( :, 4 rb 7 Fe
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
54r I (- I "I - 10
P%ECF,IVED
NOV 16 2010
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NOTE: SEE THE ARCHITECTURAL SITE PLAN FOR SCOPE OF BID WDRK.
THE CIVIL SHEET DELINEATES A COMPOSITE SCOPE OF ORIGINAL PROJ
AND NEW WORK UNDER THIS PROJECT.
NO
REVISIONS
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17374
DATE
11-16-10
DESIGN
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SHEET 1 OF 1
10032

P
` I'-61' K I'.O I x AXiO 5117. ALUM. / �y A
ren 1 58r ♦ GM( OF WII.MING fON
►Iwd�ICArrAlaNu slay PLMI FOR P!'C SITE WORK NOTES:' �� b
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
fOR�Av11E>�RVEGP/MXNGI q�� J 024r.OLM am MINIMUMI.AW5CAM MQUIMACW5 CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. >, i
n RESERVEDWIMIDCN;1rKItTI0N1 0=11;t
�olt,roWD'r05fW/5/el p 2 SHALL
DESIGNATED ONREMAGN VEGETATION WITHIN LIMITS
MAW NUM, Apl,* 6 WA RS," I- - -i - -
PARKING ❑ �- -- - -I TIa.L" PI�'SL°ItVAI IONI MlrsMUM 15 li>6QLAICD I1�E5 PeR /.
§ ql, XI �„ a.CA909tGAl� I J 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,'
11 H �. I J VEG-TATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
f rO51 y/e„ I I 9110rtYAWe NYNIAAWR64X=Nr4MFOR 9\4w00V.I'I= MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
PLAICG NUf$. �pb15 4 WI>,9#KS (-- 8 r1• N F I%W OR S FLOVAMNG TIES 5 rf N HRI6W AW 6 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL ,
CA9W11 REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
" 4'1 x I I O a .O®O $1G AL1Vd, Slid
%1dM 18 MINIMUM Ar I'I.AWNG,
tOw,AG 11MA) AM'PAP6PV ly#100. T l J J NOIL'I VlA DCWCYDROr. amvq 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE BMVkchrtectaMoc, Y; l
Irl 1 - \1- �- ���� J CHIN �' 6SO0 FAMNGrI'GI-I'I'�5VNiFMJ50rfOrRIcWOFWAYIt2W5IWW REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. ,
GS2O-:r/ 1,G0.tfOVW,r PA" ar�.ILIN „ 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
MH 0/ 64 CAMP M "1W J I N.CT3' LOW DLlrl'CR 9VL1KAW9N 5NaD� MNIANJM 18 At K.AWNG. 514 Market Street
, aee� NUfS, DA►t5 YVI3iCRS, rot 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
wMxWa O P Iw5}Cp J I ,,.•.. P 0,"Box�3667; i.
' ' EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND •i` �T
I�!jAmyw w4'Iwrrlr0�` cow.GOLLJR FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. Wilmington, NC;28406 '..
" w WYaeR Tel 910 762; 2621
1aHorrMPaPlt °�OtON A NIN Wi18X Or 11l9 6 iD55 PAVW AIWA5 *114" M LMpSG/J D' 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE ?
Fax (910; 762^SSO6
+�►/ T*�� I oww
111a C B Ff MINIMUM FEIGiit MG 6 SHRLD516" MINIMLNA At Milolow
PROPERLY PERMITTED FACILITY AS REQUIRED.
MAXIMUM - q; W/swxNf 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
VAN RIN I- - F'L�N PLMMNO00=17FOR 9VRRY15FAMNGSPALC5ORFRPICtM EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS 1
L P; QYY a /mil niecnn I� "Ivor. C0140 11W P/�NG 51I AaC SFW.L INC40WORAII: IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
--II II IIJ1--1 I I L-LLI I IL-LLI I I i� GAO.�� V" �-amµK W1NP5C.AM PCNIN5ULA5 NO MORO THAN IS 5FAC95APARrA R7Ar1VV EAS'=MENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
111-- I I ILLL ILLL TFAVEM4'Nf THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
„ ILL=L L - �W J J = a ►ND ' fl C t;N7501` N.L P/JaCIN(a ROWS• MINIMUM 8 rTV1Al7t; MY7 I00 SF 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
V 5 � IIN AWk 5 TICS MINIMUM IMOLMP I'M INTCRIOR IS.MGS, RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH 3
=III=III=I-III o a APPROPRIATE PERSONNEL. �, s
'r E r'}at,' tHl4 AEriCJVQNLffrRDROfIONIS IMWHOP OP N.tlfrmorpcflON IS
1�e'ArPLrAwxwewsFwnnawsAls �� � PLIFM Fr� 00.= 11. EXISTING SURVEYING PERFORMED BY STUART Y. BENSON & ASSOC. AND SUPPLIED BY THE OWNER.
TWIC& u r.A iL7 510N , 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
i r' , r - -r Eyr � Py .. ' plrecW *P V"M NJ OlOrAWWuPAaff 0A1ftowcwApUff O N11aft fo ' �'•
r I4NCO!'aMMB'TOPRMNrCXQSAVE PooVCNfA42POh17NaNr110NE " THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER « r ,
radu�•Ia A D" slalcnEs Or sneLauM I=$ - 611 r AMIMUM Af FLMMNG 2 MIN, CA..
Plat" MASONRY 15 rt MINIMUM MAIM I� HEIQif PRIOR TO INSTALLATION. s n
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
---- I WIDJION GONW1, AI�O" IN.M HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
-C FLOW ? ,Ky rVWa=NSI•005-!56" MINIMUMArM-A TINrA 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
611 MINIMUM MASUM WIAif AT rINAL GRADE.
IJ" . l
_ 15, ALL SERVICE' CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES
fCSI
NOrENCEOPTION -8 rtAVNIANJMNSI N17AIfIU5112W.ZONING METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
y,. I. s�9E1e"*111all%MSMNd.06415tk"5NOW 0* 6rtMIWACMP WWA.LOTFER OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. �� !
` fuaev 9000r51GO1JC, ,a ''•.' 2•CONIR�I rION.11mmCC-L)a'AaSriWAdMrAy"%DIF6 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING *1� ,.
" 0. 11'IO12N WrANLKfO611 AR111HVCIN". VISION C"CNZ/WGY.1 NO PL.MITMAMM#4. OVER tO" IN THC5C AREAS. WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
4. *I=N 9VrA61"K f0 611 N LAOr & VMS 1f A011IS FAM'CMCNf
x o OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
� ' 0. 1/211 CW*4510WJOWC9_0 At001 MAXJWJV9VW K TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. r
WIIM N0 artaP. MV=TION rWM VMICUL.,M TRAFFIC MWVII W ARMW A A. PLMK
MAtl;R1N. <CLIaSING. GR055 TES. TIMPERS, EtGJ �a
PWPFOO I= yi�Y Mg S,Hy ,IpRppl lggl, 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
AS�1211 6. rltavuCALA�sRtrls«plpa,re; perwesNWNKAfpApyceNr ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
QN rARMAdNa all®aR s1xilGfus. tA&MNANO IM OWNER 6 WSPONIDLE FOR MA1WrNMICC OF
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
(Y %. k Y
7. RRpKaIeCi w/6a6-10/10 W.W.M. LJJJ5CM'ING t0 CN5LW 1HE I'LMff AMTCW/L LNCS, 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKEIED JOINTS ?
n A) AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS,
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A„
eeG oA1 r►rH rele eFvlaalle
: tol�rcrlaNnowplscrlor+GwM�,a�eurowlc�MNrleeraactMmwa cma r'raecaales
2.
611 a .
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e000 „
ow. Jr.
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ACRD c, *O� � C. Q 211
ak�t v ."�' ery �,� ,III `sl�'niiN °' _ \ OLDG,91141CI11¢
,�,,, JONF 1/4"d" WWw/AN
t •i P1 i0w
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7 ASNPALT 1Y1E 7r
1 `. ` , Ir'v1+ �I I. EXISTING rC= SPEC. R' .. I • ,.
'�pq `�,}j -;o : �� PAVF4 ti.. EXISONG '. .., •
;' .^ II •: 19�I Itl, •.�' '\ / PAVEMEM .,' . . r.
, r1E'/O 4" M W41a
c { I 11/ 21 JW 1!2 Ilp Pn Aw c CGMPACfED IMR� e,.sE
G Iidcvo� NN el
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,f 9 1a OWN45M X-AW(OJJ COMB/ I110N JOWfCC.JJ
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING, Wi -w
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR q
NIGHT REFLECTING. a,
20. DUCTILE IRON SHALL BE CLASS 51.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. "` 4 Ply v,'•
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY'PAID FOR;
BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR."
23. SEE GEOTECHNICAL REPORT NO. DATED BY
FOR ADDTIONAL REQUIREMENTS.f
CONSTRUCTION SEQUENCE} Sisk i s I
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).1' 21
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BEL. QONTROL4ED µti` 1. J I,
INCLUDING SIDE S40PES DURING AND AFTER CONSTRUCTION.a��� 1.
3. IF APPLICABLE, CONSTRUCTPROPOSED RETENTION POND TO. 'ACT,`AS A. SEDIMENT BASIN gill v O I
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW' PROPER JIr.
i � 1
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE _.COMPLETION -GE -CON STRUCTION, .;a;
PAW Lf
4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS .t,; � w ;•,, .;:,. �.:.. Q, j
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM Y�'' g b W(� ,
ENTERING STORM DRAIN PIPING.
5. INS''ALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING W g,
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC1>
IN5 ALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTERBEGINNING
CONSTRUCTION. �e
6. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED,"
O
7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS7f" ='' 1
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
8. MAhNTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS a x r I
PLAN PROVE TO BE LESS EFFECTIVE. 'w
10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,'
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
I '•- Sir;-. �y/yr/ r ��(//� A� J�//�/�� A�I �
�i"' t ' fi • !�3 1,4 '41' PPE �I�/ „ �./�/ I' \ , E/ �/ C L.5 AA1��11L^ LIeLt eyw, Er' `" ' 1, , a• t.J '.. r ' '
NOTE: lo'MMLKar of
�111 J1T-,
xI6A,'u�^ aC • 91CXFlLL W BE INSTALLM N K L615 (ANXIMUM AIn ( S�iY1LXAlIrA
�IgN�NG UPON rleLn CONI7ITION�. �aNc BnIEMGD T. ° wErlgF i-vo• INEB ss�wl c srrav If
AV WW 5b`CTION MAY VAN W •,/
CUT- ��T/OJ�B�E�PE� 11iD AFTER 7REIlCH C0 4
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4 AJG�"C � MORTOR MtAw TO tOr pr OUILrr 51AJGM1�' • Q"OM C44q. n lANREDvIAAeEtex �tneNv s �, �
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5:cn74A-A IS01YOM4I.7 ;° �\' °`� � STOCKS & TRIPP, P.C..: ,
9'eMI°O�2w GZAV� AXP E A L SURVEYING AND ENGINEERING
N110N pONn OU'CL�1' S�C�I,IG11,f �N„�`"c� = - �1
NO
s1; 17374 211 North Fifth Avenue
Wilmington, North Carolina 28401�1
y Phone [phone] Fax [phone]
1996 STOCKS h TRIPP, P.C. s&T 9616
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TOP 5492
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VALVE
TOP 47.43
RIM 47.45 I.E. 39.87
-�--a - I - - - - - - BLADEN STREET 4 - I.E. �''� - I- q
8" WATER LINE _ _ �-
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9,— e-286'o2.oR —_--_----- --- 7 1� _ 30 RCP
I # I PAVEMENT FOR FOR REMOVE TILITY EXISTING CONSTRUCTION
(® L — — — — — — —V L — — — — — — — — — —$ — — — J L_ - - - — - J - - REPLACE 12" RCIP J RESTORE TO ORIGINAL GRADE & CONDITION
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7\7 00 LF 24 INV. 44.3
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125,OUTLET STRUCURE
5,(SEE DETAIL)
9-54.5 CARLOS PEREZ /E 4,.r 1 1 1
I LIT
� DETEN ON POND
9 01 TOP 0 BANK 50.0 1
l i I \ 00 FLOOD OOL 49.0 (CITY) I I I I
Itffil+ SHED FLOOD OOL 47.7 TATE)
NORM BOTTOM POOL 41.7 4+ p
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CONTRACTOR SHALL COORDINATE w/CITY OF I I - I sFmnr.F ✓ w< I C I 1 0 ° 1 I I Z
WILMINGTON FOR LOCATION AND TYPE OF MATERIAL _ o (2 5) 1 I 1 .
FOR CONNECTION TO EXISTING WATER.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
TAP FEES, IMPACT FEES, MATERIALS, LABOR, ETC.
SAWCUT & REMOVE EXISTING
PAVEMENT FOR UTILITY CONSTRUCTION.
RESTORE TO ORIGINAL GRADE & CONDTITION.
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ALL ROOF DRAINAGE SHALL BE CONN
STORM DRAIN SYSTEM AND BE DIREC'
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DETENTION POND.
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,
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�ilTv'n:
ALL EXISTING WATER AND SEWER
SERVICES THAT WILL NO LONGER BE
IN SERVICE SHALL BE TERMINATED
AT THE PROPERTY LINE.
F
EX
50' GRAVELLED I SID CH IK
CONSTRUCTION I ELE�VATIPN
ENTRANCE
(SEE DETAIL)
-I 1 1
CITY OF WILMINGTON
COMMERCIAL CONCRETE
DRIVEWAY (SEE DETAIL)
TOP 52-98
I.E. 46.66 /� ®) N
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ON,
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D.I.I }l0. 3
TOP �io.1
INIr7.6
I
TOTAL AREA
BUILDING AREA
ZONING
PARKING REQUIRED
SPACES
PARKING PROVIDED
SPACES
ASPHALT AREA
CONCRETE AREA
LANDSCAPING AREA
REQUIRED:
LANDSCAPING AREA
PROVIDED:
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BMS Architects, PC,,
514 Market Street
P,O, Box 3667 el,
k
Wilmington, NC 28406 11
Tel [phone]'
Fox ,_ [phone]
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the following certifications shall appear On all plans:
(1) Designer's Cectiwfimtim `
Y'li ''r� , r7° 1 'k' '�' :
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"I hereby certify that this plan has been prepared in a¢nrc'ance rith
rs4kr l �y -°° ryg'a , ..
, x �:
the latest Wilmington Standards and Specifications for Stormva ter{,�^
Management and Chapter 20 of the Cade of Ordinances of the City of
W{13i "ton
t
M
M
W
Signature
Printed Nr and Titl _ I- "-P.-
i
% Ih= T'.'^°i
DatRegistration tmter: ]7974
(2) Owner's/Developer's Certification
"I/We hereby certify that any clearing, grading, construction or
to this and
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develcptent, or all of these, will be c1c>c ^ rsuam plan
that the applicable "^^^water Ma�ment caditicrs and ren,tix�arts of
W
,
the City of Wi\mlrrjtm, the State o Nm'th Carolina and the Federal :Y.t
'! ;
"°Lis,$
Govezrment and its made of thin
Signature:
Printed Name and T e: Han1 Ott_ i, M➢ Bo rd Chairman
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NOTE: DETENTION POND IS DESIGNED TO MEET CITY
AND STATE REGULATIONS. THE POND IS DESIGNED
FOR 46.0% IMPERVIOUS COVER FOR THIS SITE
FOR FUTURE F p "'S. CURRENTLY, THIS
SITE IS AT 47.4% IMPEIVIOUS COVER. 0,00-
2.25 ACRES
15,930 SF
CBD
80
80
27,672 SF
2869 SF
2444 SF
3165 SF
i
LEGEND
—51 — —EXISTING CONTOUR
PROPOSED CONTOUR
y� PROPOSLD SPOT ELEVATION
p ® DROP IN -ET w/INLET PROTECTION
jl IR, NJ
SD MH NO. 1 I I 30o LANDSCAPING w/AREA
? IINV.P 50:9 I I I I STORMWATER RUNOFF DIRECTION
45
�II L5-
TOP 49.30
'— -- I.E. 44.8 OUT
—1.E. 41.8IN
—5 'GRAVELLED
ZVA1,yE `,--INSTALL SANITARY CONSTRUCTION
SEWS M&HQLE — — — — _ _ ENTRANCE
CITY OF WILMINGTON TOP 51.7 CITY OF WI MINGTON �EE DETAIL -—�
COMMERCIAL CONCRETE INV. 46.0t FIELD VERIFY COMMERCIALCONCRETE
DRIVEWAY (SEE DETAIL) - - DRIVEWAY (SEE DETAIL) —
CONTRACTOR SHALL COORDINATE w/CITY OF 3
REMOVE EXIST. CONC. CURB WILMINGTON FOR LOCATION AND TYPE OF MATERIAL
CUTS AND APRONS ALONG FOR CONNECTION TO EXISTING SEWER.
HARNETT STREET. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
INSTALL CURING AND NEW TAP FEES, IMPACT FEES, MATERIALS, LABOR, ETC.
DRIVEWAYS AS SHOWN (TYP)
SAWCUT & REMOVE EXISTING I
PAVEMENT FOR UTILITY CONSTRUCTION.
RESTORE TO ORIGINAL GRADE & CONDTITION.
I
SITE PLAN
WI------------
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Y
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F,,
I40
JOB NUMBER,
DRAWN BY
MLH
-JULi 17�1
CHECKED BY u
5,�179(o0YJ7
PGT/SMH,
; a?
DATE
x
05-03-96
REVISIONS
P1 eEY15ED (DWF,5`
AND NCrf� ��
E C E I V E
4�
IIMH
JUN 141996 D
;
PROJ # G50-
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\�\1111 IIIIIII, �h..
STOCKS & TRIPP, P.C.
S E A L , SURVEYING AND ENGINEERING
17374
211 North Fifth Avenue C 1
I
Wilmington, North Carolina 28401 {
CREGO�`\ Phone [phone] Fax [phone]
1996 STOCKS & TRIPP, P.C. S&T 9815 ,•