SW8060117_APPROVED PLANS_20060222

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
F712 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

.;-21;'+ills:;.
PLANS and PROFILES forA t1an tic SurgIcen ter.,
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L OCA TED IN HARNET T TOWNSHIP '
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NEW HANOVER COUNTY, NORTH CAROLINA
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OWNER: SENCA PROPERTIES, LLC ,
1721 New Hanover Medical Park Drive
NOT TO SCALE Wilmington, NC 28403
910-763-6571 ,
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LOCATION MAP
NOT TO SCALE
LIMITS OF DISTURBANCE
399,689 s#, 9.18 Acres
LINE
DIA
LENGTH
INVERT
INVERT
SLOPE
GRATE
ID
IN
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L
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EL- Dn
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- A
36
35
24,50
24.60
0.29
30.50
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END
A
- 1
36
53
24.60
24.70
0.19
30. 80
30.50
1
- 2
36
174
24.70
24.90
0,11
29.40
30. 80
2
- 2A
36
88
24.90
26. 00
1.25
30.50
29.40
2A
- 28
36
24
23. 00
23.00
0.00
30.50
30.50
2B
- 4
30
14
25.00
25. 10
0.71
29, 00
30.50
4
- 5
30
124
25, 10
25.30
0.16
29.50
29.00
5
- 6
24
172
25, 80
26.00
0,12
30.00
29. 50
6
- 7
18
164
26. 50
2& 80
0. 18
30.50
30.00
4
- B
30
1 1 1
25. 10
25. 30
0, 18
29.50
29. 00
8
- 9
24
116
25.80
26.00
0. 17
30. 00
29. 50
9
- 10
18
107
26. 50
26.60
Ot 09
30. 20
30. 00
10
- 11
18
115
26.60
26, 80
0, 17
30. 50
30.20
2A
- 3
18
66
25.50
25,80
0. 45
29. 00
30. 50
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A
- B
18
79
26.00
28, 50
3. 16
0. 75
30, 60
31. 70
30. 50
30, 60
B
D
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18
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133
32
28.50
29. 20
29.50
29.30
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31. 70
31. 70
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18
32
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29.30
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30. 60
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ADDRESS: 9000 Market Street
PARCEL ID: R02900002008000
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NCDOT STANDARD NOTES:
1. THERE SHALL BE NO ENCUMBERENCES WITHIN THE
PUBLIC RIGHT-OF-WAY EXCEPT AS SHOWN.
2. ALL ROADS TO BE BUILT TO NCDOT STANDARDS
AND ALL ROADS TO BE DEDICATED TO THE PUBLIC,
3. ALL INTERSECTIONS ARE SUBJECT TO NCDOT 10' X 70'
SIGHT TRIANGLES.
4. CONTRACTOR TO USE ONLY NCDOT APPROVED MATERIALS.
5, ALL 30' DRAINAGE EASEMENTS TO BE PUBLIC.
S. ALL INTERSECTION CURB RADII ARE TO BE 25' MINIMUM.
NEW NANOVER to UM Y STANDARD UTILITIES NOTES:
(JUNE 23. 2005 VERSION)
1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. WELLS WITHIN 100 FEET OF THE SEWER MAIN SHALL
BE LOCATED AND IF FOUND IN CONFLICT ARE TO BE
RELOCATED,
3. SERVICES SHALL BE PERPENDICULAR TO MAIN
AND TERMINATE AT R/W LINE. SERVICES IN CUL-
DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR
MUST ORIGINATE: IN MANHOLE AND TERMINATE AT
RIGHT-OF-WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL
BE CONSTRUCTED OF CLASS 50, DIP 401 PROTECTO
CERAMIC LINED.
5. SANITARY SEWERS MUST MAINTAIN A MIIJ;MUM SEPARATION
FROM WATER LINES OF 10 FEEET LATERALLY OR IS INCHES
VERTICALLY (WATER OVER SEWER). IF IT IS IMPOSSIBLE TO
OBTAIN PROPER HORIZONTAL AND VERiICAL SEPARATION AS
DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE
WATER MAIN, BOTH THE WATER MAIN AND SEWER MUST BE
CONSTRUCTED OF FERROUS MATERIAL (PER NEW HANOVER
COUNTY SPECIFICATIONS OR PRIVATE PURVEYOR SPECIFICATIONS,
IF NOT ON THE DISTRICT'S WATER SYSTEM) PIPE COMPLYING
WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE
PRESSURE TESTED TO 150 PSI TO ASSURE WATER TIGHTNESS
BEFORE BACKFILLING OR EITHER THE WATER MAIN OR THE
SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER
PIPE WHICH EXTENDS 10 FEET ON BOTH SiDES DF THE
CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN.
THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY
THE REGULATORY AGENCY FOR USE IN WATER MAIN
CONSTRUCTION,
S. PROVIDE 10' UTILITIES EASEMENT ALONG BOTH SIDES OF
ALL R/W (INCLUDING ACROSS FRONTAGE OF ALL LOTS).
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AOPERTY QWNER. /
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POOER
IX
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NEMANDS
' .� `.� \•J \ / �% /f ' , ' ,�/ `+' NSFlb
/ ' / \ Jot IJ�➢OR0.a0
SANITARY CLEANOUT, TYPICAL `�\ ,' �, . % j i y
LEGEND WM ,
WATER METER, TYPICAL Ar
PROPOSED SANITARY S7MH-74 0 PROP.STORM MANHOLE
SEWER &MANHOLE
\, j _ ; �i //,� _��' 1, ;;��� ' BENCHMARK LOCA 77ONS AND ELEVA TiONS
, � ` _ - _ %
- - - EXISTING SANITARY 148 DROP INLET LOCATION: ELEVATION
SEWER & MANHOLE ,� •� �\ sr� � f % ` � _�I; .�=�' = rc J ' i 1 STATION: "TEE" - IN US HIGHWAY 17
49.34 NAD83
PROrQpSED WATERLIN SSMH-1 PROP,SANITARY MANHOLE ,�/ `� ��\ ��s / �� i NGS DiSC AT SOUTHERN PL
® N1'DI�+�Nr �� j�M� r ® ureN IIu �affl� `C1M6! NON. , `a, '! �. _ --- .e,
- - - - EXISTING WATERLINE
E.I.P. EX15T, IRON PiPE `.` `�\ ` •� '
PROPOSED STORM
® WATER METER �` '• \ '` l5
SEWER & CATCH SERVICE CONNECTION \ \ v
BASIN
__> FENCE \�\` `,,\ \\ \ j \ \, rip+� rp°� ✓�
EI.P. = EXIS77NG IRON PIPE X GATE VALVE \\ ` `\`� `` \`.. `, �� '` , ' /•
E.I.R. = EXIS17NG IRON REBAR
E.C.M. - EXISTING CONCRETE MONUMENT REDUCER
\ \ /
I.S. IRON SET Osg, DRAINAGE FLOW ,�'�
W/V = WATER VALVE ,' / \ \ / x
/
W/M WATER METER +49.0 INDICATES SPOT ELEVATION
F,M = FIRE HYDRANT
P/P = POWER POLE TREE (TYPICAL) '' '� `a \ / /
C.P. =COMPUTED POINT 0 `� `� ,' `, ' ' , REV. NO. REVISIONS DATE
i , , /
`1 6 CONTOUR LINE jo FIRE HYDRANT ASSEMBLY r ' ` X\
100 50 0 100
3 ( �u+➢ Copp*i Q Honow DwOr Srvkoz P.A.. Ar rV to n rwd Reproduction or of Me contents of thAI dapprtena or adfllla,t AMetton➢ re this
do ELEVATION , , { Pr+saoaPze document, in WM4 or parr, w;Mout wriffen coneeei of the Land Sur»pr or Enghow, rs mhed Oar �r
�! / , matted wNh the arfgtnaf 84fth" and orighol soot of me Swwo cww Y ovdid W the of this dxume"L
tar r FflgMer, chaff a» considered to ea nafw end true
SCALE IN FEET: 1"=100' rtAMl\DANDADNGS\ACADDWGAMD1-Corerdwg
- - -� ' - :•-", ,_-r- 'i . i ,1 ,�;,I`r.. fl.{r- --• �- ��t [ �;.ir ;*f ' t-•+-` mr..,.+;tq Tr�'r.TT n�•r'!T.7•,}i*��-Tt�F•r•[.-n.7rT•fr�f r. -
+
4. 1 I Z.l + ,1 ! .. ,. ,. 5�s•--r Ii+S, '�. :t I,1 I'}I. �1 !.�I .i, {.t r.' .,f'l ,��.'i �;'l• '
GENERAL NOTES:
I, This map is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Map Community
Panel #370168-0045E, effective date September 3, 1992.
J. Site area AS SHOWN.
4. Building layout and dimensions by others.
5. Portions of this property are rezoned New Hanover County 0&1 (CO).
Setbacks ore as follows: 100' from Right -of -Way (SHOD)
25' Fron t
30' from Rear
25' from Interior Side
6. NO CONSTRUC77ON IS TO BEGIN BEFORE LOCA17ON OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONS7RUC170N. 1-800-632-4949
7. Affected Non -Municipal Utilities shall be contacted and provided with plans
and other pertinent information, when feasible, to coordinate appropriate
scheduling and placement. At the minimum this should include BellSouth
and CP&L.
MORE GENERAL NOTES:
1, ALL CONSTRUCTION TO CONFORM TO NEW HANOVER COUNTY STANDARDS
AND APPLICABLE STATE do LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WiTH
NCDOT AND NEW HANOVER COUNTY.
J. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POS171YE
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SiTE TO INCLUDE REMOVAL OF EXIS7ING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUC77ON SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WA TER MAINS.
b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LiNE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PiPE FOR A MINIMUM
OF ' 10' EITHER SIDE OF CROSSING.
c. WHERE VERTICAL CLEARANCE iS LESS THAN 12" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUC77LE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
d. WHERE VER77CAL CLEARANCE IS LESS THAN 12" BETWEEN WA7ER
MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS,
8, ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
9. ALL WATER MAINS TO BE 8"UNLESS OTHERWISE INDICATED.
10. TWO VALVES ARE REQUIRED AT TEE INTERSECTIONS AND ONE TO HYDRANT STUBOUTS.
11. BLOW -OFF VALVES ARE REQUIRED AT ALL DEAD-END WATERLINE TERMINI.
STANDARD NOTES:
1. Informotion concerning underground utilities wos obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities of all crossings prior to
commencing trench excavation. If actual clearances are less
than indicated on Plon, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
o modification of these plans shall be brought to the attention
of the Design Engineer before procebding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCA TION OF EXIS77NG
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
J. All trees which are not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed.
4. Contractor shall adjust all manholes, valve and curb boxes to the
final grade upon completion of oll construction. Any boxes
damaged or otherwise disturbed by the Controctor shall be
repaired at the expense of the Contractor.
5. The Contractor is responsible for controlling dust and erosion
during construction of his expense. Roads shall be watered
to control dust when ordered by the Engineer.
6. No geotechnical testing has been performed on site. No warranty
is made for suitability of subgrode, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor,
7. Extreme care shall be taken to ensure minimum separations of all
utility crossings.
8. Contractor is responsible for obtaining all required permits.
9. This plan is for site grading, permitting, and utilities.
10. No encumberances in R/W except as shown.
SHEET No.
DESCRIPTION
DRAWING No.
I OF 7
COVER SHEET and GENERAL NOTES
5902-Cover
2 OF 7
Site Gradin2 and Plan View - Phase 1
5902-P2
3 OF 7
Site Grading -and Plan View - Ultimate Build -out
5902-P3
4 OF 7
Profiles and inRltrofion_ System Details
5902-P4
5 OF 7
ESC and Stormwater Management Plan
5902-P5
6 OF 7
General Erosion Control Specifications and Details
5902-P6
7 OF 7
Standard Details
5902-P7
Ht-r-nvV cv-- 'Ir �+
NORTH, CAROLINA ENVIRONMENTAL
MANAGENIENT COM�.JISSION
Cover Sheet and Notes / I
Atlantic Surgice ate r
LOCATED in HARNETT TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
,0.�,a$��•CAR(1(q, DEVELOPER:
ter`��QEE$SI®;�; ��, SENCA PROPERTIES, LLC
w
® -1 1721 NEW HANOVER MEDICAL PARK DI
SEAL ?COL WILMINGTON, NC 28403, (910)- 763-
P
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"- •••••b°°' HANOVER DESIGN SERVICES, P.A.
LAND SURWI10RS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
r0"? t 0 Q, WILMINGTON, N.C. 28401
dhollis(4hdsilm.com PHONE: [phone]
r Bow,
12-09-05
lgoal
1 'f= 100'
Drowm
DBB
Checked:
DSH
Project No;
590z-t:ov
Sheet No.
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SEE NCDOT 852.01
FOR ADDITIONAL DETAILS.
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NOTE WELL: P�
NCDOT ENTRANCE y •
PERMIT REQUIRED
FOR THIS PROJECT. l
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I 1 LINE DIA LENGTH INVERT INVERT SLOPE GRATE ID IN LF EL Dn EL Up Up - Dn
I OUT -- A --T 36 ----- 35 -+ 24, 50 24.60 ^ 0.29 =_= 30. 50 =_= END
A - 1 36 53 24, 60 24. 70 0. 19 30. 80 30. 50
1 - 2 36 174 24. 70 24. 90 0. 11 29. 40 30. 80
2 - 2A 36 88 24.90 26.00 1.25 30.50 29.40
1 • 2A - 211 36 24 23, 00 23. 00 0. 00 30, 50 30. 50
2B - 4 30 14 25.00 25, 10 0.71 29.00 30.50
4 - 5 30 124 25. 10 25. 30 0. 16 29, 50 29. 00
- 7 18 164 26, 50 26. 80 0, 18 30, 50 30. 00
6
4 - 8 30 111 25, 10 25. 30 0. 18 29. 50 29. 00
1 8 - 9 24 116 25.80 26. 00 0. 17 30. 00 29. 50
l 1• 9 - 10 18 107 26.50 26. 60 0. 09 30. 20 30, 00
1 10 - 11 18 115 26.60 26, 80 0. 17 30. 50 30. 20
1 2A - 3 18 66 25.50 25. 80 0. 45 29. 00 30.50
A - B 18 79 26.00 28, 50 3, 16 30. 60 30.50
` B - D 18 133 28.50 29. 50 0, 75 31. 70 30,60
1 I D - E 18 32 29. 20 29. 30 0. 31 31. 70 31. 70
B - C 18 32 28. 20 28. 30 0.31 30. 60 30.60
fN TIRE POWER L!N
TO BE RELOCAT
CONTRACTOR D
C00RDlNA W1 TH
APPRO LATE AGENCIES.
172 LF
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911!, Fn - r.n
NOTE: Construction drawings are for Phase 1/
to be constructed at this time. Permit drawings
are for "Ultimate B lld-out`.
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SIDEWALK PARKING (TYPICAL)
SPACE CL
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GRASSED
TYPE A" H
6"ABC BASE COURSE AREA
CURB1"I
TYPICAL PARKING BAY SECTION
NOT TO SCALS
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1/2" EXPkhSION JDLNT 1/2' EXPANSION JDNT
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PLAN VIEW WF"LCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
we
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VAR _
SEE CDST9UCTION BEFALL
SIDEWALK (VAR)
PLAZA(VI '
SEE NOTE(TYP
VAR VAR
TO' ON
PM-X-ING
SEE NOTE 2(TYP)y� '
4'-G•
2'-0•
TYPICAL LOCADON WHEELCHAIR. PE13E ITRIAN CROSS]ULKq L STOP BARS
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(A)
NTTE
t1041 W
GENERALNOTES
L LOCATION (F WHEELCHAIR RAMPS:
1. N ACCORDANCE wM THE RA71AM HOUSE BILL 12sa, ALL STREET CLUBS N NORTH CAROLNA BEING OON91RUCiEO OR RECONSTUCTED FOR
UNKM MHCE PROCIOXAM %AFM OPERATKN% REPALR% CQMECT04 o/ umneS GI ALTERED FOR ANY REASON AFMI !iEP7I]IBER
107.1 SMALL PRO" 1REELDIIR RAMPS FOR TIE PHYSICALLY mmoic.WPE'0 AT ALLL wxRSECAaS 1MHDW BOAR 4NB AM oUrr R AIe
SOENAWS ARE PRDVOED MD AT OTHER MAJC41 POINTS OF HEDLBIRAN ROVE.
7. WHEELCHAIR RAMPS SHOULD RF LOCATED AS INDICATED N OETAIL ORAIMOS, HOIE)JER EXISTING UGHT POLES, In HYDRANTS, DROP
IN.ETSL ETC. WAY AFFECT PLACEMENT.
it. CONSTRUCTION NOTES
1. NO &OPE 9ULL EXCEED I%I' (121) ON ME RAMP OR SIDEWALK
1 N NO CASE SMALL THE MOTH OF N EELCNAIR RAMPS Be LESS ThM 4NY (Jr-4'), WID MAY E XCEEO 4V IF NE[ESSNtY.
J. VBE CLASS •A- CGHCYET: NTH THE SURFACE MAVNO A ROUGH. NON-91D TYPE FINSH.
4, 1/2• EX PANS,GN JOINT WLL BE REWIRED eHEAE THE OUN RE79 WHEELCHAIR RAMP JOINS ANY RIGD PAWMEW OR SMUC?JW
S. CONSTRuCTION METHODS %4AU CONFORM MM NOSE OF THE ODVWON7 BODY %NXW HAS AMSDICTION aF ME PARTICULAL STREET.
IS, ADDITIONAL NOTE&
1. THE INSIDE PEDESTRIAN CKL"srAUC UH£S SHALL BE ESTABLISHED BY SISELTINO ME INTERSECTION RAOI *HERE MARINE➢ (SEE NOTE 9),
1. THE WHEELCHAIR RAMP SHALL BE LOCATED $O THAT THE BEGINNING OF 1HE WHEEL CHAIR RAMP WLL BE Too FEET FROM THE NSIM
PEOESTRIAN =SSWALN UNF
1 THE MOM OF 1HE PEOCSMAA CROSWALK SHALL BE 10 FEET UNLESS A GREATER MOTH IS RODUMFD TO ACCOMMODATE W PEDF.STW W
TRAFFIC.
4. STOP OARS SMALL BE VSEO wCm jr IS NPORTANI To mCAFE THE PONT BENIIQ WrWt 1O.S ARE REOUDEO TO STOP N
COMPLIANCE MTH A IRAFM 7CNAL. STOP M. OR OTHER LEGAL PECUREMENTS,
S. PARNNC SHALL BE EUMNATEL A MNNUM OF 20 FEET BACK OF PEDESTRIAN CR O WAJC.
4. ALL PAAMENT MARKINGS "AL BE N ACCORDANCE MM 1ME LATEST MnUN OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEMGE5
PUSUSNEG BY ME FEDERAL. IOHWAY ADMINISTRATION, INS 19 AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS. U.9 COVEPNMENJ
PRINTING OFFICE wA91I0K,D.C, 4OI402.
GUIDELINES FOR
WHEELCHAIR RAMPS
Sam
NOTE: NO WETLANDS ON SURGICENTER
NO 100 EXCEPT A YEARFL00 PuAON SHEET 5•
IN ON SITE.
W1(PTH A SOIL TYPES PREDOMINATELY
tivF_RTS AS PER
„ND ,(�5 2 D MURMLLE SANDS (SEE CALCS.)
PLANSOIVERSQE BOXES r-4.s G•-4.S /2' R 30 15 0 30 60 90
AS NECESSARY WHERE RE1ERSE CROHMT I- R
IS RE12VFCD GUTTER $HALL
SLOPE AWAY AS SHOW T 1/4` R
• SCALE IN FEET: 1"= 30'
17,
SUO
1�0>J TYPES TO BE m o
CONTECH. A2000 a a
BASE AS PER OR EQtkVALENT 2 ADDED 20LF TO TRENCH 8 AS PER DENR / DWQ 2-17-06
MAMJFACTTIRER
OR a' JMNWW .75' 1 ADDED MONOLITHIC ISLAND AS PER DOT, WETLANDS NOTE PER NHC 1-23-06
PRECAST DROP INLET TURNDOWN DETAIL STANDARD CURB SECTION REV. NO. REVISIONS
DAT
IBOMETNICVIEW TYPE "AKIN SITE ONLY)SITE ONLY)
IIpRTb WALE NTS [bIDYot O. hanow OWMoN So -A*& P.A., AN rights resmmd RHPro4,ctlon or use of the contents of thh domwwont or odatAws or ~Tana 10 tMs
*Cwnenk in WWO or Park •ithGwt Nrltten conmt of the Lov Swwyv or Er'Dhw. is prehtbmed OVy Capin Iran the of this dowmnt.
marled a" the ar4" Ilpeahre &W o%*a aid 01 the Sww)or or &VlaNIR r. HHAd be OaW&W t0 be vdid vW VW
F•1A91DAI4D1o°cSV",ADW \W2-a2,dW9
Il
7 --� �
' H f :lit,
1� I 1 � � I '�;! � fr �, .. R.. .. ��• .re H �,•r � 'I: rl i. .Yr !! �1 AS. . L. " jj I 1� j} i y .... i
A' L ' �;, 'i . NI ,t; �'1 j.1'�`' �r U � � I .._1 �Y�:. Tllk '1:ti�4�fi�1'. t. i.�,1,-+► }'
sruunARn M r STOP
ertn arn.
D' To
h
;2'
2' PIPE
F
STf dQAR4
NTHOUT CURB
0�-B"
PAfigN{0
OR our"
AM - B PM
IMLIa RAW CHESMUT 4"
N
5.00 FIRE
;SEE ROTE)
D' a
'j
WN.
r-�
�
WITH SLM_fACE
CURB
WIN T 7E CURB STANDARD
SIGN INSTALLATION
LOCATION
Ib16r A
'A tlan tic Surgicen ter'
SI TE DA TA: ZONED. Existing 0&1 (CD)
Lot Area = 5.71 acres
Disturbed Area - 5 acres t
1 BLDG-Heigh t - 35'moximum
164 regular spaces
1 Loading zone
10 Handicap spaces, van accessible
IMPERVIOUS AREA TABULATION (Phase 1):
Predeveloped - 0.00 acre
Postdeveloped -
a. Buildings - 38.000 sf
b. Parking & Street - 90,600 sf
TOTAL = 4.1 acres
APPROXIMATE BUILDING LOT COVERAGE - 9%
APPROXIMATE IMPERVIOUS LOT COVERAGE - 50%
Pho" 1:
Parking: pro%"anal ofEtcss - 1 per 400ef
1 i,mm Qum Floor Arsq
" wam 1tIMTIHllm
10 ocon blo NO spaaa prw4dsd
1 - lox" loodke "Km lMW"
ELLFleLDH
CROWN OF TREE IS NEED FOR LEAF
GROWTH TO PRODUCE OXYGEN. FILTER
THE AIR, REDUCE NO. SOFTEN NOISE.
AND PROVDE BEAUTFUL APPEARANCE.
DO NOT OISFKIURE CROMN VA114
INSENSITIVE PRUNINQ
FEEDER ROOTS \ STRUCTURAL ROOTS am
FEEDER ROOTS ARE LOCATED SIRUCTIIRAL ROOTS LOCATED
AT 'DIIPLINE' OF TREE NEAR BASE OF TRUNK ARE
AND PROVIDE TREE METH NEEDED TO GIVE SUPPORT TO
MOISTURE AND NUTRIENT'S. ENTIRE TR M IF RDEOVED.
SEE NOTE I k NOTE 4 FREE CANFAL AND DAMAGE
PROPERTY.
SEE NOTE2 .k NOTE 4
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
>
EXISTING TREE
r�
DRIPl1NE -�
Y MN. STAKE
PROTECTIVE BARRIER + HEIGHT ABOVE
GRADE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
AND A PROTECTIVE BAMER IS TO BE INSTALLED AT THE DRTPUW_
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH TFIE FREE EXTENDING
CUT TO TTE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
MT°
tlRileq
TREE PROTECTION OUTING CONSTRUCTION
1. DO NOT COMPACT SOL BENEATH TREES. NO VENCLE SHALL K ALLOwM TO PARK
UNDER TREE5. NO HEAVY MATERIALS SYHAIL BE STORED BENEATH TREES, RESULTS OF
COMPACTION CAUSE wATER AND AN NOT' TO REACH THE ROOTS AND THE TREE
WILL DE. THESE 'FEEDING ROOTS' ocam WELL AWAY FROM THE BASE IF
THE TREE TO THE EDGE OF THE OVERFEAD BRANCH CANOPY. DAMAGING
THE BANK WITH LAWNMOWER$ CONSTRUCTION EOUIIMIENL OR MNYTHNG ELSE
IS PROHMBITED. APROTECTIYE BARINIM SHOULD PREVENT DAMAGE FROM
OCCURNO DURING CONSIRUCTKUL
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HCLDNO IT
UPRIGHT IN NIGH WINDS. REMOVAL OF 1t£SE ROOTS ALONG ONE SIDE IS
OFTEN DON£ BECAUSE OF A WALK. PAVING OR OLM.DWC NMCH IS BEOLC
CONSTRUCTED.
3, AVM CUT AND FILL WITHIN DIAMETER OF TREE CROM DURING ENCAVATIGN.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
Nrb
1'-IN 1'-0•X .GIG
STANDARD AMNEIM
HANDICAPPED NDI:APPED PAmIB
!ON TO IEAD;
YAYeIHW POLALTY TiPN
'MURVIDD PIRNAW
MM ID NNICA71W
rX zft .in FM 1XBE
WN m eRri
Emma NIO COLORER-
uBOLT
l1ETE J/i CABIl11Y
1 P,PE 24. PPROVIDEI17N
Ba7Tv
EElyIO MA7FR7OtT GIP.
AM
PANT NM PI.I�TN
tiLAa GoctEE'
PANT PINE 4S
1�0•
MDR: sea MAY i
aRTA. W FROM
I.OfAITEM, PIPE
sAR„ 1
FILM ITN CDNCR E
4f1 AHETaR N. H
r►SN.aI. M
1�-E•DHA
1f i
SIGN DETAIL NTS
_ Date:Site Grading and Plan View Phase 1
Atlantic Surgicenter 12-09-05
Scde:
LOCATED in HARNETT TOWNSHIP 1 30'
NEW HANOVER COUNTY, NORTH CAROLINA Drawl:
DBB
gea�,MM���H..00
CAOP,�i
0ESSee
ylop
SEAT S
20007
Chedued:
DSH
Project No:
5902-'P2a
� 4
� a
`•. ,i�r NE`' a ,Lj o�Aa
dholll ®thLIM.0 m
r Sheet No:
2
7
dot J

I I L1:
� / w
+I 164LF
�o
I �
31.5
I
o 1 18.21'
� I M
n I
�� ! 34
I
1 0, + + Additional17,soosf U, '
18.00, 3 M R
t Total BldgeArea = 5,4
I 01
o M + (J1
I M +
LOTAREA=
' 5.71 Acres
W +
W 0
I
` 0
I cc
+ + 1 18. fit'
O
N f
ma
{ � I
PIPES TO BE
OQNMCH AM
� o
5" CONCRETE MONOLITHIC
ISLAND (SURFACE MOUNTED)
SEE NCDOT 852.01
FOR ADDITIONAL DETAILS.
0
NOTE WELL: 41
NCDOT ENTRANCE •
PERMIT REQUIRED {
FOR THIS PROJECT. r
4
N g� W
.IENTIRE POWER LIN
TO BE REL OCA
CONTRACTOR 0
COORDINA WITH
APPR HATE AGENCIES.
CD
N 14'3 W
7Z.Od'
[4b
31
�j
"A CS
sf in Y ,300sfBuildi.
goon Market Street
Wa
rNONE
+` f
!a �
1
.ot
3 4i
107
N
17t2 LF
r
r
0
U
r
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+
In N
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+
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7+
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J
0
ADA
STOS.
rn n
+31.0
+
e N
31 + Y
/
+
N
.4+
+
+
,
Q
8
EN RY
+ .5
+30.0
IIIIIIIIIIIIIIIN
6+ 3
23' NTIR OWE N
0 E 5LLOCA TED
CO ACT 0
OORPWkTE WI TH
OP E AG
0 UP TO 48" STORM DRAIN PIPE! �o.osz8
` NORMAL GUTTER FLOW LINE BACK OF CURB
t FRAME do GRATE t 215
I i:.:.:.: ::. OPENNG::T
IA I GUTTER
1 j I I_ I NCDOT STD 840.01 OR 840.02
{ PRECAST I I I I SEE ROADWAY STANDARD DRAWINGS MANUAL
CO�C�RETE I I I I
BASIN w z I 1. 7. _ { 5 I I raj SNGDOT TD.840 CATCH
CH BASIN
OUTLET
1------- - PIPE
-------- L---- a� -_TJ� "�a��O���0 STD.cuR6
SEE NCDOT SIDS. CV SECTION
852.05
SECTION MEw►1 840.0
2
FRONT SECTION
FOR FURTHER DETAIL
{ 3N w"
PRECAST CURB INLET
PLAvl
OBSERVATIO
CO CAPS
o'
+ .9
I
Infiltration
System 1124I
9
+
+
I
N p
+
+ 4
49
N
C
PIPES TO BE
CON -TECH AL
STM PIERFORATHD
SEE PROFILES
OR I
i
8EE PROFILES
d
I
171t
N ., tit
. .; #w ? P s a�#
Sirt! r%s�r �i1
11 >,r•. a N
�
�
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IN�� /
J
11
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1
FA
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•
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I
a-
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+
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. • V J
0
Cyq RgSSE 26
24 s 2gEY�9rVCIE
! r e1SULArm - USC APPROVED REDUCEDrRERMAIS
I I OD" PRESSURE ZONE (RPZ) I I
-� 12" ILL BACKFLOW PREVENTER I I
I I ASSEMBLY ! I
I I �P; c rI DRESUR ! I
k` a ADAPTER ODUPUNG I I
I I I I
SLOPE TO SUMP
FtNLSHED GRAt1E y. FUeSHED GRADE
\\� MASHED STONE
SUPPORT
SUFILOROUT
USC APPAWED
/
.�y
RRfaU�o FOR "TFRS \�/\
SERVICES OVER 1' DIAMETER.713
�!A
NOTE: USC APPROVED BACFLOW
PREVENTERS REQUIRED ON ANY SERVICE
DETAIL - BACKFLOW PREVENTER LINES OVER 1' DIAMETER.
NTa, USE USC APPROVED MODEL.
8' CONTINUOUS CONCRETE COPING
3/4'
/ / FRAME dt GRATE
It
7'
FRAME AND GRATE
4
DEWEY BROS.No.CH-BN-3A
OR EQUAL
PRECAST
CONCAI
CCIRETE
BASIN
0
1
- J
$'8
1
- z'_o' t'81�-
4._0.
REINFORCING
SECTION VIEW
/� BARS O
12"OC EW PLAN MEW
�e•arr ''.• yrr ass!
a xaaaa as !t OLAM
A
R/raeedu,eM �
�r
tar
r-r
GUIDELINES FOR BRICK*
SIDEWALK
'IF APPLICABLE
NOTE: NO WETLANDS ON SURGICENTER
SITE, EXCEPT AS SHOWN ON SHEET 5.
NO 100-YEAR FLOODPLAIN ON SITE.
SOIL TYPES PREDOMINATELY
MURIALLE SANDS (SEE CALCS.)
30 15 0 30 60 90
SCALE IN FEET: 1 "= 30'
2
ADDED 20LF TO TRENCH 8 AS PER DENR / DWQ
2-17-06
1
ADDED MONOLITHIC ISLAND AS PER DOT, WETLANDS NOTE PER NHC
1-23-06
REV. NO.
REVISIONS
DATE
1 NTB Copy►40;1 0. Hmo 06910 Srwb/a P.A. At dots reserved A woductim or use of the eonh f. of llafs do.wL or odtl Vmt w d.T. ms to tAh
I dwwnwt. in wpart,s or Pa'wOout wittoo Omani of Man e Land Su yor or Engiur, Is pn*bifad ONr copies hmr Me any.�d Of the eoeernrrl
ararked WO UW &Vkrd 64NOt,re and &V&W sea of 0* Irreyer or &Vkleerr ekaf be oaaa►dered to be VISIM one true agotea
lAu1D�tNDlnurslAcu+Dx�clgaoa-aad.V ,
t �lyl a T ! 1•T 1. _ ,' .', • v'`1 T S, T -T'T . . T 1-'-r---'--
' I I�1� 1• i r !'► ,� II'v 6�f.. '. ., .i�,.'! ..., • .s.i r irl �� .e ,�. ' - I
N.T.S.
rear
"A tlan tic Surgicen ter"
SITE DATA: ZONED: Existing Odd (CD)
Lot Area = 5.71 acres
Disturbed Area = 9 acres f
1 BLDG-Height - 35'maximum
234 regular spaces
i Loading cane
10 Handicap spaces, van accessible
IMPERVIOUS AREA TABULATION (ULTIMATE BUILD):
Predeveloped - 0.00 acre
Postdeveioped --
a. Buildings - 38,000 sf
b. Parking & Street - 141.000 9f
TOTAL 4.1 acres
APPROXIMATE BUILDING LOT COVERAGE 169L
APPROXIMATE IMPERVIOUS LOT COVERAGE = 57%
(ULTIMATE BUILD):
Parking: profWWanail oMen - 1 per 400of
33.400ef Grow Fkmr Argo
♦� gxwm mIf11MMNn
to
§ y
i VArY&M AGGFBv-34
SISIi�f�RNEA7iT
p ZCMV A -A"
1`
da-VfB ti
b MIMI
- MIMI IL
N
k I • F-4 I/k' d-e SfCAOr ;;r a'
PLw f1�7►
GRILL BASIN CASTINGS
wry
f
11
1
\
TE>4490T,,
OR STACK
`
1
BR=
MORTAR
FeeStE� GRADE
PILAN
W.
FLANOE
VIE1M
CASTING
OONCRUTE COLLAR
NoterAe aw rwelE
SPA1e'"a ewes
; .:•.
��
1TMWSTAUAT1O11 WAU00 1111" 1.
UK DOM AM CIEAYOl1I3 AtE
M4K ON F%IETSM
UX%u i N PMW on FUIIAIE
no WOW COMM a aryl
RMIEO A1iAS PMaR Rl tEilelO
%FAA MR.
CAlIUGg, IIBr slsrw.unprp MIL
CtaaFJ1O am
CLEANOUT OR VALVE
IN PAVED AREA
KTA
2'-0' 0'-6"
3" R
3" R
SEE NCDOT 845.01
a Q
I
STANDARD CURB SECTION
NCDOT 2's"
IN MAIN ENTRY STREET
%ITS
e. CC! i117
Site trading and Plan View - Ultimate BuNd-out
Atlantic Surgicenter
LOCATED in HARNETT TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
11
,Q�N.- CARO(/
':.•~tsS10� -.1
1 W. SEAL
20007
2 - (77 • a�
dhollis 0 hdsilm.Com
DEVELOPER:
SENCA PROPERTIES, LLC
1721 NEW HANOVER MEDICAL PARK DRIVE
WILMINGTON, NC 28403, (910)- 753-6571
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WIL
WILMAINGTON, N.C. 284011%
PHONE: [phone]
Dale:
12-09-05
Scale:
1"= 30'
Drasm
DBB
Chaaled:
DSH
Project No:
5902-PJ
�Shst No:
3
I
`Oh

fletwee J STO M A-3 STD M-EST RM EW R a
0
z=
36 A i 2 24 o a 2B 4 5 6 7 38 3 36 E 36
EXISTING
NOTE: CONTRACTOR TO ENSURE THAT 2 N - GRADE
STREET PAVEMENT & CURBING IS PLACED _
SO AS TO DRAIN POSITIVELY TO CURB w
INLETS AND DRAINAGE STRUCTURES,
CURB INLET BOXES AND STORM MANHOLES TO
BE SIZED AS NECESSARY TO ACCOMODATE
w O w
�n N OVERSIZE PIPES. -
o _c7 32 32 32ME -----
r
N
0
4MSEWERr
STO
N 0) CO
K) to N
00 0 40 0 80 1+20
8
NOTE: CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS PLACED
SO AS TO DRAIN POSITIVELY TO CURB
INLETS AND DRAINAGE STRUCTURES.
CURB INLET BOXES AND STORM MANHOLES TO
BE SIZED AS NECESSARY TO ACCOMODATE
OVERSIZE PIPES.
In
N
1+
•
N
y
rr
1_
; I
I
I
N
•
I -
oil
i
■_■ICI
i�ll�Ir�r��
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rg
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•
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n
r����■1
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111.
■dal
IF•�
• . - • ,
. ", t.INFILTIA
124
C
��
•��
•
li�l,[n1��
20
TING 8"
__R LINE
It
04
0 00
— 2. 68% i 00' V. .
EXIST.
PVMT.
I» a0 N an to •- O
d ill (6 O 4 N
N N N N N n n to r y r'7 to
0 40 0 80 1 +20 1+ 0 2 00 2 40 2 80 3 20 3 60 4 00 4 40
0 80' V.C. 50' V.C. 70' V. C 50' V.0
O
Do ¢ D
DB
NOTE: CONTRACTOR TO ENSURE THAT
STREET PAVEMENT 1r CURBING IS PLACED
SO AS TO DRAIN POSITIVELY TO CURB
INLETS AND DRAINAGE STRUCTURES, CURB
INLET BOXES AND STORM MANHOLES TO
BE SIZED AS NECESSARY TO ACCOMODATE
OVERSIZE PIPES.
ELEVATION CA
ON PROFILE 60' R\W
30' 30'
ta.S 18.5'
16' 16
3:1 1-/ FT. • /rT' 4•/FF• 1� FT. 3'�
000000 a000000 00000ao 0000o SUPERPAVE
i 1-1/2"S9.5A
STANDARD NCDOT e" ''� 5-1/2" 825.00
CURB & GUTTER
SECTION VIEW INSET
Mar rO SCAE
MAIN ENTRY DRIVE
& STORM (A-B-D)
i�
N E- H r-
-� �I��iii
�tlr Itltrb]!�[»lw71u1.11U Ems`_ �� WWI
L':is','si.*T�ir���s��s'�.4•ii%':i�::����e..'�_•:i:=::-�1 �3�
�, 1Ll r.:::ra771�ti•.:;:::•it+:ifAd�.'ie':1:.�.s�sif�i��i1r
K/Jff/JrI�X/��/X/X/Xt}71!/XIJ�IX�LAi �
�'� 11'1II UXJl �Jl tJ�l lXlXl��lXfrf I�XJ�dj f � l CTiTr"
�fi_+..:�•Zi�ii�S:Q:id!:i! :'s!:7� :i�S:i!:ii�.I {�Q�
A
to
16
00
r���r�������■IIM■■■������ • : ' • �'����<II;I►11:7�[ IHI:iEl�il�a•]f.`I�
M
B"OBSERVATION/CO EL=29.5 _ EL=28.5
WITH CAP BENDS & FITTINGS I — I OVERFLOW PIPE SL08SERVATION/CO OVERFLOW PIPE
SEE DETAILS:
INFILTRATION
CROSS —SECTIONS
EL=28.5 95'
c0 a
Irl I'7
0 7
SEE DETAIL:
INFILTRATION
91
16
i
!i •
�i i
:i
r _
r rr • r
•
e r
-, MI
,• r
-
r
LF_=JL.0
GRANITE GRAVEL, OR WASHED
tL=S1.L1
#57 OR #89 STONE, WRAPPED
WELDED
48"CMP RISER
IN FILTER FABRIC,
WELDED
REDUCING TEE
OUTLET OVERFLOW PIPE
REDUCING TEE
48"MANIFOLD BY
BENDS & FITTINGS
EL-26.0 145'
MANUFACTURER
AS NECESSARY
165' EL=26.0
1=25 5
741
EL=22.5
EL=
22.0
��C .{y ...:.�i�... a... .Jl!: '�v1..... +_:nss i:•K r?S'•�h r...M�
..6"SAND`LAYER
♦ ti ,3.i -!': ^... ..J')•r... ::, � � w.' � r.!t • ,, :•
2SUMP5t ST8"SAND
TEMPORARY PLUGS
LAYER
END CAP
3'DIA,PERFORATED CM
ITYP�) SEE NOTE ••
EL=24,5ND
SDIA.PERFORATED CM
CAP
AlLUMINIZED STEEL PIPE
ALUMINIZED STEEL PIPE
INFILTRATION
BED SIDE VIEW
mor Ta
90'BEN D
EL= ±5.5
6"SAND LAYER 1'TURNDOWN
BANK —RUN OPEN GRADED 1'DIA.PERFORATED PVC PIPE 2'SUMP
GR IT /89 STGRAVEL,
RW WASHED
D TRENCH SIDE VIEWS MANIFOLD EL=23.5
IN FILTER FABRIC. MDT TO ��
M
PPRE
SEE PLAN I'DIA. PVC MANIFOLD
VIEW ABOVE BENDS & FITTINGS rD
AS NECESSARY
2.5 5'
EL
t:
m
U- 90'BEND
a- I
EL=26.5
I
O $'SAND LAYER / VTURNDOWN
VDIA.PERFORATED PVC PIPE 2-SUMP
ROCK TO BE 1-1/2`-2' WASHED EL= 24.5
BANK -RUN OPEN GRADED u MPORARY air PLUG
►te
GRANITE GRAVEL, OR WASHED ©RAIWE ARFA
157 OR #89 STONE, WRAPPED 1��M.
IN FILTER FABRIC.
TRENCH CROSS SECTION
Mor ro sc,�re
**NOTE WELL;
TEMPORARILY PLUG UNTIL CONTRIBUTING
DRAINAGE AREA IS STABILIZED.
OWK DRAWE WROMIM
A
SEE DETAILS: BENDS do FITTINGS
INFILTRATION TRENCH AS NECESSARY
SIDE VIEWS 1'DIA.PVC MANIFOLD
2.5' $'
EL=28.5
8'
EL=27.5
EL=2fi.5 90'BEND
EL=25.5 EL=25.5
6"SAND LAYER 1'TURNDOWN
/I'DIA.PERFORATED PVC PIPE 2'SUMP
NATI K FILTER FABRIC rDAPOt
,r Pwc EL=23.5
NiCOLON MIRAFI BOOX �
POLYPROPYLENE, OR
EQUIVALENT. TYPICAL.
TRENCH CROSS SECTIONc(s e" 117
r Profiles and Infiltration System Details
Atlantic Surgicenter
LOCATED in HARNETT TOWNSHIP
NEW HANOVER COUNTY. NORTH CAROLlNA
I A DC CA
-� O .•••..,....,, y
_ _ 9
18 18
M o 0 o 0 0 0 0't 0 I` to N I� 0 N n 0 o 0 n I` o 0 GO (D 0 r o r) t Iq SEWER LINE
r Ill N Il) I� N 00 00 to OD PO 00 00 n 0) t,0 * F) N n * 0 Ln 0 rn .- 00 cp It N '4- N 07
Cj 0 j r tp I+ } N N N N N N N N N N N N
�Nd dN rh 17 M Pri t7 M M P' } M ►� r'i ►7 ►� 1r} M I h M ►' f 17 ►� r7 M r� r00
15
,5
sly AL
= = 20007
i � V
�'•���t NEE ��i�
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30
Copt 0. H& Wr 084gn Surest P.A. AN nOIS nrs•r.sd. Ryorod+ctian or we of the oonhnte of this doeun.RL or oomb+e or metims ro 04
down 4 in ■had ar perk .Nt, i silt•, Cow w,t of tho lead SLr ryer a Engineer, s proh$it•d Only cupin Gem tM arVad of Wn donow k r - e
Mort" Wth pie ar"do aura" a" &VOM sew W tM Swr+iar d e g17.. , .ew. ae C&wk* a ie ho vow and Ww Capin,
dhdi hdslTm m
P 1A9\VAVI W GS\ACAWW0\5M-p4.d.p
h�•Tr -�F: ,. •'{• �r, T. - sSr id]..iTFT3ri.:C•T .1,:!+5.; e.Ti:�
:r ,; i :� t ,t,' '�.� I':;i, t'' •, . 11'1 r.S7Ii,1" ';?' it' fcl�
1
ADDED 20LF TO TRENCH B AS PER DENR / DWQ
2-17—)6
REV. N0.
REVISIONS
DA
DEVELOPER:
SENCA PROPERTIES, LLC
1721 NEW HANOVER MEDICAL PARK DRIVE
W1LMINGTON, NC 28403, (910)-763-6571
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS &LAND PLANNERS
319 WALNUT STREET
VNLMiNGTON, N.C. 28401
PHONE: (910) 343•-8002 •
'Date
92-09-05
Scale: 1 u= 40
,
and U5 SIIOWR
Dram:
DBB
Checked:
DSH
Project No.
5902-P4
i� Sheet No: �
4
7
Qf:

PLANNED EROSION AND SEDIMENT CONTROL PRACTICES 0-0-0-I \%L 1.%,,\ \11 �11
oef
See next shoot for Additional Details PEAK DiSCHARGE SUMMARY DESIGNER'S PLAN CERTIFICATION:
I.'­­-26---_ _I So RES 7 1 i
-developed = 31.3 cfs "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE NTH
Q(2) pre 1, f TH L 71 111111��! S AND STORMINATER DESIGN MANUAL'
O�10 pre -developed = 42.0 cfs THE LATEST NEW
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PROPOSED ---- ----- HANOVER=
Practice 5.05 DISTURBED AREA 0 2)5� pre -developed - 48.6 cfs .7
2. LAND GRADING -SF SIGNATU
284 783 80. FT.
Practice 6,D2 614 acres 0(2) post -developed = 15.4 cis 0 WSEL = 2 2.5
ki-I 0(10) post -developed = 32.8 cfs 0 WSEL = 23.0 PRINTED NAME AND TITLE- DAMD S. HOWS, PE, PLS
SF O 3. SEDIMENT FENCE 2(25)post- developed = 44.0 cis 0 WSEL 23.3
I OO)post- developed - 65.3 cfs 0 WSEL 23.6
2-9 01( DATE. Practice 6.62 T. c3s
JP 4, INLET PROTECTION 7 NEW HANOVER COUNTY POND CONSIDERATIONS - PE #20007
QP Practice 6.52 Surface Area provided = 36,000 ef REGISTRATION NUMBER:
5. OUTLET STABILIZATION
Practice 6.41
i PROPERTY OWNER CERTIFICATION.
6. CONSTRUCTION ROAD STABILIZATION \ \ POND STORAGE CONSIDERATIONS HEREBY CERTIFY T14AT I AM THE CURRENT OWNER OF 114C PROPERTY AND THAT
Practice 8.80 / / �. ` \Storage required = 39.5 X 1800 71,100 cf UPON RECEIPT OF 'AUTHORIZATION-TO-CONSTRUCTANY CLEARING, GRADING, CONSTRUCTION
Storage provided - 87.000+ ct OR DEVELOPMENT. WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE
SB
O 7. SEDIMENT BASIN F, 26 APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, 714E STATE OF NORTH
Practice 6.61 01 CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE
Oy _27 POND SURFACE AREA CONSIDERATIONS PART OF TM PLAN. AS 7HE OWNER. t ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION
AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I WILL NOT ATTEMPT TO
5. GRASSED CHANNEL Surface area required - 0.01 X 25-year Inflow ir. ;is TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHoRizATm OF NEW MANOVER COUNTY.
Practice 5.30
0(25) = 49 cfs (86e Calculations) SENCA PROP I
--7'� C TIE
SA required - 49 X 0.01 - 21.350 sf
Alop, .00/ 1 : t 777 \ 1 11 el�A�Iftff. -dower
LIMITS OF
DISTURBANCE
SA provided 36,000 sf
00 UMOZE GOUDARZi, PRESIDENT
H
PRINTED NAME AND TITLE.
(sDF -PERITTED/
DATE. LIMITMS 017�'
0
DISTURB
WMITG OF
DISTURBANCE
0
RY
410, \A\ TEMPORARY �00I
- I
UF
Tjh
REA
K- STOCKPILEA
PROPOSED
DISTURBED AREA "CH
4 NOTE: SWALE TO BE LINED OTH
2,318 sqJL
I N JUTE MESH OR STRAW -NET LINER, 'A
00b 0.05 acres
OR EQUIVALENT.
I CAL SEE TREE REMOVAL PLAN
SHEET 1 OF. 1.
N,
or
1100 �F) f
OVA 11 '36
00
EGARDING
j SEE NOTES 1,
INFILTRATION�I SYSTEM.
100'
0,
'
ir SYSTEMSS TO, REMAIN OFF LINE,
NOT UTILIZED j
UNTIL ENTIRE CONTRIBUTING
PIRWO
X, 30 AREA IS STABILIZED
PERMIUSLYTTED 7,
LIMITS OF if
DISTURBANCE
NOORI
Opp
OP
I I W-
3 3 CHAIN 0 0.2% FU I UR ROADWAY-
72 GRASSED CONVEYAI
FRA GR�WE` 0 ;8S
STABIL TE QN4Y,
.000,
r 00"
.40 A—\
4
IP 00 447.ilt'
'27 X
A0001.­ ...&w 701
2 0 62 7
U&
A SF
Y
lop
\ _ _ \ j' ,
0 N 0 19 F
PFtEVIOUSL'
PERMITTED
X
to iLIMITS OF
IIIII A LNII'
h
. �
ti.
low
NOTE WELL:
NCOOT ENTRANCE
PERMIT REQUIRED
FOR THIS PROJECT
&
FLARED END
SECTION TYPICAL
0 10000
d5O-3" 101
Apron=l'
00000
-.'a 000 0
0 0 0 0
0 000 0
0
0 00
b
MINIMUM
OUTLET
DIMENSIONS
7,5 cy± EACH
OUTLET PROTECTION
NOT TO SCALE
PLANNED EROSION AND
LEGEND SEDIMENT eONTRM 1111111111ACTiece
X - SILT FENCE
(0- (TYPICAL)
LIMITS OF DISTURBANCE
CE CONSTRUCTION ENTRANCE
(TYPICAL) --�2
oP OUTLET PROTECTION
(TYPICAL)
INLET PROTECTION
(TYPICAL)
404 WETLANDS
"I / / ­ - -SrTI->
cr)
e
e
A
CE N V
02S.
A
V
A3 \\v
WETLAND
L DELINEATED
41
K)w
47
v K---OV 10
SHOWN.
44 AREA TOTALS.
L LIMIT ,� OF
D)STURBANCE
31
r
"LIMITS OF DISTURBANCE" 399,689 Sf. 9.18 acres
PROPOSED
-DI BED AREA STUR
% 112,588 sq.ft.
NOTE WELL: '2-58 9&68-
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD NOTE:
SHALL 13E TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS. THIS PLAN TO BE UTILIZED AND
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS,
REVIEWED ONLY IN CONJUNCTION
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY NEW HANOVFR COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REOUIRED CONSTRUCTION DETAILS. BUT
WITH THE WRITTEN NARRATIVE, ! ; s - _ _ `�.� f I ; 1 1\ \ \ \
RATHER SERVES AS A GUIDE THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES AND CONSTRVCIIO14 STANDARDS, WHICH IS AN INTEGRAL PART OF
- --L) I VI'4 AND SEDIMENT 1 '\, ­r- .. . . .. - ... 11 •. I I I
No gooteChInkal testing has been performed on site, No warranty irilo r-r%v, ioAl ar-ulmr-1
is made for suitability of subgrode, and undercut and any required CONTROL PLAN. ti
replacement with suitable material shall be the responsibility
of the controckar. 0
J
VELOCITIES OUT OF POND:
OUTFLOW ELEV.
V(PVC) V(WEIR)
Q 2 = 15 cis 22.5
4.7 fps NA
Q 10 = 33 cis 23.0
4.7 fps 3.6 fps
Q 251 - 44 cfs 23.3
4.7 fps 3.6 fps
100. 65 Cis 23.6
4.7 fps 4.5 fps
Wo
r-
dE
4
100-YEAR WSEL- 23.6
EMBANKMENT TOP- 25rD
25-YEAR WI 23.3
W 0V
EMERGENCY SPILLWAY EL - 215
30, 0
27qEX­RW5EIL- 22.5
10-YEAR WSEL- 23.D -
CL -i j
V NORMAL WSEL- 20,0 INVERT OUT- 2D.D IILL
.................
5: 1 TYP,
SB
POND BOTTOM MAY BE
OVII11110GAVI FOR
SEDIMENT STORAGE BOTTOM 11- 11.0
EMBANKMENT SECTION
NOT TO SCALE
INSET
1VM
CONCRETE WALL SPREADER
DEVICE NTH 2001A, OPDMO
NTH TRASH RACI(
NOTE: FILTER FAMM IS TO
BE PLACED LINDER STONE
SPWAI TRENI
LIM MCOLON WRAn em
POLYPROPYLENE, OR EQUIVALENT
sm
EL22.5 CONCRETE WALL SPREADER
DEVICE WITH 2' DIAMETER OPENING
WITH TRASH RACK
EL22,0
FLOW
SOD UP TO WETLANDS
NOTE; FILTER FABRIC IS TO
BE PLACED UNDER STONE SIDE VIE
SPREADER TRENCH
USE NICOLON MIRAF1 60OX NTS
POLYPROPYLENE, OR EQUIVALENT
FLOW SPREADER 7R4SH RACK DETAILS
D
FRONT VIEW CONCRETE WALL. NI WI
REINFORCING AS REQUIRED. SIDE VIEW ROCK OUTLET & CHANNEL U "A
PROTECTION TO EXND TO
NTS OR EQUIVALENT N TS NO ENCROACHMETINTO DESIGNATEDWETLANDS. A
EL23-5 WETLANDS.
TOP EL2,2.5
EL22.5
.ENRON"
EL22.0 24" CIRCULAR FLOW
I OPENING
NV EL-20 0 LIMITS Alt
-III-1 1 I I=1 11= 10' EL20.0
Soo DISTURBANCE
BOTTOM EII %
2!APRCW NICKNESS - 2'
1�-
>
EXTEND WALL M=111� r., ...
INTO BANK NOTE: FILTER FABRIC IS TO
MINIMUM 2'
BE PLACED UNDER STONE
CONCRETE WALL OUTLET DETAILS SPREADER TRENCH
nLT HQF mimi nki MIRAFI rnny
N,T,S. POLYPROPYLENE, DR EQUIVALENT
CONCRETE WALL,
REINFORCING AS REQUIRED,
OR EOUIVALENT WELDED PR TRASH RACK. FRONT VIEW
GALVANIZED. NTS
OR EGUIVALENT
SECURELY BOLTED
IN PLACE EL22.5
022.0
EL20.0
Ell9 1 1=1 I I 1=1 Effill'--
24 LHAMErER OPENING
INMEMNO WALL AND TRASH RACK
RANK
MINIMUM 2'
FLOW SPREADER TRASH R4CKDETAILS
02
50 25 0 50 100 150
SCALE IN FEET: 1"= 50'
r
REVISIONS AS PER NHC COMMENTS
1-2�206
REV. NO.
REVISIONS
0Att
Ci:p)49ht 0, Hmovw DozIgn Sor-&n. P.A. AN rots reserved RWaductim or use of the cwtants of this document, cr vMjtw2 w d&%Ib,,s fo nis
dvcuIImrmf, A whole or port, wifhout wItten canunt of the Land &wwyor or En9hI is p~W. ordy cW" ham ths crokW of th;s document,
marked with Ift orV" x1pofuro, and cfWrW #W of ohs &rwyar or EngkI Aw* b& "jidmod to be vow &td bus Odwea,
F.•\A#\DAW0\DWC$V"DDV14\S00-p&d-v
Sr"lon it Sndknomt Control ond Stwmwcter Aftnagment Pion
Atlantic Surgicenter
LOCATED in HARNETT TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
pi III H CA Roi "`%
/*
'sWtiss0kZ4
St AL
20007
t i ti
dhollis
77-OV0 -
U'Oc
2,ilM. Com 0
�� ICIE
od
DEVELOPER:
SENCA PROPERTIES, LLC
1721 NEW HANOVER MEDICAL PARK DRIVE
WILMINGTON, NC 28403, (910)-763-6571
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGNEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N-C, 28401
PHONE: [phone]
WETLANDS
DISTURBANCE
PERMIT
k APPLIED FOR.
1 1! I
Date-
12-0.9-05
Sea& I A,_ 50,
ond as shown
Drawn:
DBB
Checked-
DSH
Pra)eot No:
5902-P5
Sheet No:
5
7
)5 lqod*L (1): 13:09:57 01/24/2006
t
J,

Lf�C'�1`llUN MAP
WC lIANO SIJRVCY
SligPPERIS-1-D-Bul Y
NEW 11AN0VEFi' COUNTY
NOR? 111 CAROLINA
0A 11"'' 09-09--04
N. C. GR10
A4cwuML NT" fEE"
N: 20 %6.11. 6,U 1
L. 2.3 /0.385. 203
sup \� \
/
u�CPO,
�0
0, j
uo,.
WL, 11 ANW.
N- 2t)//65.675
1::2,371618./45
S'
�U
N: 20 7,0.3.61 ] uy / \
L/ 1• .,-' f: 2,11 t 775, 42.9 ��0 W v `�, s
91 1� k^4 Y'17 41��1%sl/
14
1.64
i b, ti 5 -) A LYE 6 AND ^ � yy
0,71 ACRES ci N: 2 1- 'if),k
!y g[y E:2J 250 145
N 5CI0J'42" W`� "1._'iti A[;ftL':, W 1 �'' k_, y 1.
l Is.UIi' 6 WFT1_ANDS `1 L6f1�'g 10 Lb
h% ^� 1.441.`I51`' O.Uo AC1rES L
/ \ / ; Y �-^-+� a• w v v �' N: 2U%26J, 248
E 2J721J9.J31
\ \ 41 '�� w w w V•. �q
x '1
IV
48
V �
1,1
41 w y 82w IV
UI A0 I M y+ WETLANDS w ti
I ti 1/ 1 9U AC.:fi'1: , o 1 �,
N; 2063.16.!)h7 _ 1.1 w �w
f: Z1/29499 764 �� w c� `�019 "I_sb w L 9!i I (J4 +,
-1.9 97
Y
i
x�
S 411 ")/,ur L -�
ARI A C,'OMPU[ D BY COORDINATE METHOD TF11S CERTIFIFS MAI' 1111'� PLA1 ACCtIF?ATfT.Y DfOCTS ME HOUNDARY OF
I. IHE JURISDICTION OF 'ECRON 404 OF Iflk CLEAN WWII-N ACI" F'1117suAN1 )U
TILE 198/ CoI?p,, ()F fNCrNFEf1S DEIINEA110N MANUAL. AS O TEHAIINEU 13Y
2. AU STANCES ARE IIORIZONIAI. I11L' UNL)ER51GNEU ON 1H6 DATE 11NI.ESS MERL IS A C:l1ANGE IN 1Hf. LAW 5 48'!1/'61L:_/
DI
OR OUR F'UL3L1SHED REGULA11ONS, MIS DE1ERM1NA110N MAY BE RELIED � I61, U1
3. FOR REFERENCE SEE AS N01f.D UPON FOR A PERIOD )F FIVk YEARS FROM THIS DA11F. ISOLA4Ff3--WER.-*N&v
OR-#44Eh'9-"t--A "E Z7CI1`371-CfjkPS-JtIR1SBf�ftaN-ft.+tVl tfk-EN t.A11tLi)
4. SURVEYED SE'P I: 2004-T11E-SURVEV --- S 4H'46'09" L.-_
\ 216. 94'
tf.CFN!) srG ,TORE I). A i><:Ir Cc(P- a F G1NI£1?S DFFICIAI ))IIl1 F: rlrllt. \
--- FXl'I�lATIf1N ()A1E OF' )EI1N1'ATICIN:--.....��_.Lwl�_(.t.L!_.-21j
f-.I,P, �� f_X1511NG IRON PIPE
1 .1. EXISI7N(, IRON USACE ACTION If):.c tIL
I . C. M. -= FXI S PNG CONCRE FF MONU,l4£N 1'
1d \W _ RIGH T OF WA Y \ /
C P. COMPUTED POINT
PRof'nsf' r 1
10 ACRE ADI
0
w
rn
q `>
C
or
�.
�1
NOT 10 SCALE )
Sir
404 WMAND LINE TABLE
LIhJE
E3�ARING
DISTANCE
LINE
L60
BEARING
N 79'24'20" W
DISTANCE
L}--
-pl 6i F03" J'
22,20'
26.51'
01-46`10" W
53.57
L61
N 06'44'22" E
28.54
1.3'-
-'. 29'05'2fi" W_
-15.44
_
-L
LJ 5:5A2'45" E
---24,01'-
iq
-Pf :i6'O6'24'�W_
L_6_3
N Rfi'OG'42"
_ 41.9(!'
-15 -
N 20'49',i4" E..
_36.86
30,02'
L64 -
5 83'17'10"
L6
N 4l'}9'19" E
1.65
S 39'49:52" f
23,4J
60.87
1..7
N 76'S8'4i" E
164_.76'
L. 6_
S 17'5fS'3•s"_L_
_- 3:5,%Fi'
S 1ES-O'03" W-
l9
N 68'52'45" F
C68
5
41 80'
1.10
PI 'J8'31'3[3" E
1.69
S 64-55'l2' W
.W_.
93,4$'
t4 .36'3/'01"-
--'- 42.'i9'
L70
-s 78'3145
1_12
14 T59'04" E:
L71
N 12" W
32.25'
52_.16'
_
_52'0_N
32'14'15" W
40.63.
I -ICI
S .39'4fi'49" IV
L73
II 24'45'3.5 E
79.60'
30 .�i2
l r.J
,' 31 26 2h Vd"-
65.89
1.74
-'Ti 65`12.':S0 E.
_._:StJ 97'
L16
S 48 20 I I W -
---�62.39'
L7:i�
N 24'i9'IL3" L_
- 45.68
j7
S 89'2a'26 W-
7610'
t."76
77'01'13" l
2-1 39'
LIFT
S Jt'313'O:i" 44
4A_,1_8`-
L.77
_9
hl 7s_'S_]'28 E
7:i:7fi'
L 19 --
-�zu 17'3735111�
__
7:5.9�i'
_L78
N 53'22'1:S"
120
S 64'27'09" W
119.72'
L79N_46*13'11"
E
78.9_3'
-- �50
I.21
-S 53'49'35" W
x 93.57'
1180
I4 30'4�'08" E
-^ 2.3'
-t_21
r1 t�a'45'39" W -
---34.89'
-181 -_-
-N 86'54'19" E:
77.2�1,
L2 i
rJ 064f1 09" r._
- 35 5.Y
1.82
N 77 58 52" E
21 6fl'
L24
N 45 48'41 "TW
-- -- 62.80'
183--
N 5: 16 4-" F
- 12 75'
(.25
S 32'59'13a W
55,09'
L84_
11 49'06'03_'_E
MA2'
N 86'42.07" E
I-26 -
S 23'40`12" I _
60.29'
LF35
40.25'
-46:�i_��
12 ._._
s zs �i °5su w
47.70'
_1.86
S 6 i�ir'39" E -
L28
s 51'57'18" w
127.93'
L8_7_
S 38.35'17" F
2.2.31'-
L29_ -
5 60�'35'31" W
1-88
S 17'32_'02_"_E�
37.29'
75.66'
1.30 _
5-81'33'35" W
_
_ 39.85'-
_
-L89
S 03'42'38" F
17.59'
1.31
-5 72'57'26" W
19a_-
-s 39-s7'42"-W _
�f2 fill'
50.67'µ
-I.3_2
5 fi6'09'41" W-
L91
S 34_*11'02'_W--
29.81'
76.17
1.3.3�
S 49-30'W
L_92
S_29'3__3'.35_" W_
48.9(1'
12_.3,00_'_
134
S 39'30'16" W
75 67'
vL9.3
5 46'39'34" W
I.35
N 77'14 73 W
125,03_
-.-.�.
L94
--_.�.._ 1 �._. __. .. -
S 78'57 00" W
-4.3.01'
_ _....•.. ..
18.92
_.
1.37
N--!i6',33'00" k:-
40.63r
I�.Jb
-5-8_9_-05'11"_
W
72.8! V
1.38
[J WiT2 ,3" F
�8%.67'
1.97
5 85'02'29" W ­
-----
_
l_:i9
S, F13'17'28" E _.
_ -.
-1.9f!
_
1J 7_4.1 7'27" M!
t6['
13O
PI 89 2u C6" W
63._3-'
-
l iC:O
`,
1-42
hl 16 37'46' W
46.42
I !0_1
S 37 56'14"-W-
_ -60 51'
L4 3--
N 22'11'20" E
I.A 02
S 595I' 36"
1..9.4fi
1.4484'!8`5_3"
E
r-
-- --
--- - --
71'41'06'
i_45
PJ 80'16'S2' E
36.51'
-f16
34,%3'
L164-
N 29_'2S'23" W_
L46
PI l8 5D'54" E
J_105-
26'Ofi'S8_"_W
l 47
N 18 31'57"-E
_fi4.17'
--__ 112.72'
L.106
�N
N 24'25'49" F -
44 15'
L48-
-N 40'50'26 E
55.78_
L.107
N 51 L_
19.09'
L.49
N 24*28'30" E_
_
69.75'
L.108
_7_9'15
Nli'39'33" W
13.55'
L50_-
N 12'15'25" E
L109
5_ 52'_35'10'_E
_
14.19'
41.71'
151_
N 28'25'01" E
39 5_4'
1-110_
l 111 -
N 66'52'42" F
S $$ 5134" F -
- 47.24'_
Sfi 9
152
N 55 53 24" E
7B.24'
1_5.3
N 48 03 22" [
l 112
S 52 )6'28" F
_
44.18'
L54
S fi3'24'27" E
1_11.3_3'
L55 -
S (17'43'33" F
48.01'
L56
S 39'28'23" E
54.25'
S 54'27 S-i
73.50�
1-519�
S 09'0A'S9 E
-- 24.84'
100 ' 0 - -'- - 100'
SCA[E IN fEL'I
f[)0_.
59 S 58'29'09" W 49.65'
��i��s11+, u[lrrrr►
= �L/
HANOVER D ES1' GN SER WCES. P.A.
LAND SURVF_ YORS ENGINEERS 1 ANO PLANNFRS
.319 WALNUT STREET
WILMINGTON, N.C. 28401 �~
P� ONL: (910) .343---8002
FAX.' (9 1 0) 34.5-- 9941 r! -
L.
5209--WF_ TLANO-BA51-JW -
: 05;39:53 09/16/2004