SW8950317_APPROVED PLANS_20170720

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q S 6 'j 1'1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 %-1 0"1 20
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BY THE FEDEPAL EMERGENCY MANA13EMENT AGENCY.
PIG PORTION CF TH13- SITE LIES WITHIN A
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ALL DIMENSIONS ARE TO EDGE OF PAVEIAENTY
UNLESS OTHER"fil.SE NOTED,
L IN FEET
0 15 39 6G 90 120
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EXISI NG HOSP': TAI_ BUILDING .AREA:
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BUILDING CODE CLASSIFICATION:ir`�a,.
BUILDING EXTERIOR FINISH: BRICK. V'EN,E R
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4
P.O. Box 12679
Research Triangle Park
North Carolina 2,7 09
(9191 460-6700
FAX i910)460-57,33
Architecture
Inlerior resign
BASvNIXON. & KEINNED` , INC;.
ZNSUL ING ENGINEEtrTS
7416 CHAPEL HILL ROAD
RA,LEICiH, NC 27607
919 851--4422
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
ONSON OF ENVIRONMENTAL MANAGEMENT
DAZE S —246 19e), /
STORMIRATER CERTIFICATION NO,��
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GRY.ROXIMATEI—Y LGi,AfED. if SHALL 8L 1Hr"
RE if OrdS lEi[L ifY OF ]HE CONTRACTOR TO
VERIFY ALL Lf-,r ONS I fHE f [ELG ''AIOR
TO CONSTRUCTIUN.
AG fU- iANI.AP' 19r"sh NORTH AR0!_ iN'"I STATk
CUIRt, .NIYUN_ LX"AJAT1Ni: Wf"H hMEItiANIIAL
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ALL UT1 r r.�_ TEaJ ( 1 MOPE iN . DATS PP.IE,R TI-I
OIGOINt:,.
P.O. Box 12679
Research Triangle Park
North Carolina 27709
(919)460-670e
FAX [phone]
Architect tyre
Interior Design
Planlaing
I IT
11
LYE k -iU
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AR T
J CKSO1N vILLE
NORTH CAROLIIvA
Date- NOV. 15, 1995
FaH Nar,DEr
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Pesearch Triahgip Para i
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'919) 460-6700
FAX 1919i-160-07133
ArchiLcchll-C'
Interior Design
BASS, NIXON, & KENNEDY. INC
GONSULTIiNG ENGINEERS i
7415 CHAPEL HILL ROAD
RAi_EIGH, NC 27o0"7"
919 B51-4422
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, � I IT'S THE LAW'
k �? AS OF JANUARY 1@ 1986@ NORTH CARDLIMA STATE LAW
REQUIRES ANYONE EXCAVATING 'WITH MECHANICAL ( �;
EQUIPMENT ON HIGNWAY RIGHT-OF-WAYS, PRIVATE '
k"`f Y UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY n ?
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO I '.'Ir'`''
DIGGING,
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SCN.E RJ FEETotjVs«os�S�,V`NC\1
15 36 ro 90 120
g e as®M
F.U. Box 12679
Research Triangle Park
North Caroline 9-7709
(919) 4606700
FAX "919) 460-6733
Arch itectiire
Interior Design
Planning
BASS NIXON & KENNEDY INC,
CONSULTING ENGINEERS
7416 CHAPEL HILL ROAD
RALEIGH, NC 27607
919 851-4422
A
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% _iNI Pf St- L.A =C [^: C. P'A."„' I Ili A:_'J �'� ��� i -."IT cy,}>' Tr_ - -._Vrr 3azs
r c c
' c fI' l I 39.5
UNDERCUT EXISTING ORGANIC SOILS i ~''-� � DIN(,, N fIhltTFl - _
TO A DEPTH OF 2` EXTENDING
".,. y
A 35..2 - '�
RE BI IQ 1 F
I A Dt �
0
tf I 5' BEYOND SLAM RERI-XfETGR 'c ,.., l m -
]L q,
I - ?sts �.1� <. �a FOUNDA Lihil azse r"' J9.¢9 v vaa �ae. -] T.
l ,I >.3fr - i i3 .}- 3].55 UPWN
,r 3..I,� 1 3-.43 1 _ _ r= fi ,P '� Y -, s �� k r,. 3� V rC
r
T
Y
` 6.
I l II 3'.11 /
yrs
� -G't , Jr .�'1. ' ''rt � ' { ' � ��\ `�,.!'- Nr ,ter" � ,s� •� \.. 4.>o 1-.6l
So- �3 F9 =5.0 -q r'.Id
4 ?A.97
r
/` se c
61
t11135. _
8.7 e 38.7 a; z[a >,
- 3 5
C j- ?,' _ `r. -� 7.573 E �/�F't &96 -,rr � y.-^^"P O�� R.
TL
i
-'.
x
�- V1 E �� >,
n / �r _
I4C/
I ,
t� (2) i5` FES # 1 -` _a.es �' �=wza rv3a, A' �
RIP RAP APRON
N „ i ��
INV = 34
1 L1' o -f ' j / 3 ... .i •/'6.f' J ?J 8c
- i
36Jt ,.I ].9fi 3t3.i5 3ti1r -'' I Y.Ji -Y . i, f .� 35 -"'^' , _ - \).. % \. Tc
_ 111
x
jj� �� J
3E.la f £P , .. j91( 3='c.l `3b � 4' �,,
CLASS uB_ S i 111 CL T :36.dd1 -
v ( A na,/ A
22"rHiC INN I
�1 s yvv
Fpnr �JFJiMENT Bi<i;IN
- _---A GEOTEXT ILF Er9BR1C -- I
jDiSTL RBED ARE = 3,0 Al: ���'''. f i v
1 36 �aP CANOPY k
X '' U X 4 ` D [. Er �.,` ! �, OVF%1' _ V' *), sa rT �� �,_-�...��_�->���., DRAINAGE P P
� J/ (l r � � S10RM DRA dAC;E IRE
W[ I.R 1 LNGI -. '! 'a.�t5 )\
\ °
' i5 �^TC
f e PROPOSE) FLARED END SF_CTI(?IJ
% k.
\-e .'- ;e k 3r,.:5 \I r (✓ C �; ( \
I 1 )
s5.`ffi J `` "Y - " ,, •,�, /i -, ,c y71 .1`°A Sr J5.i9 2'_a35 3L _ 7 th
r i
J y I
r
\
i
L E x a r �.! PROPOSED f LraRED END SECTION
9 � t' r
�i _
/ r i
(2) F E J # 4' ----'- �. ff - -...- 36.59 °,,._.y,_ IT A L V �6.&a'U'' P k ( - T C I? I'- ' .
I FLF may, - "r Y a ?ars i 1 JPCISr S J r_ CHECK DAM
1 ,.... _._ !33.88 31 .i , 46 ,r �E•..; x 3 _.,3 y; y [ U
gzt INS = - Q V
x _sF
!` E T
(2 7 1 " EFS zr 2 �� �� PROPOSED SEDIMENT BASIN
Ts
I N d = 34,12
.a "cur CL dJ _17lz i f7.7433
;&. RI °a. 41
- + x \ 3�.s� k 6.d@' 3c.z.' \ PROPOSED INLET ET PROTECTION
5. 1 i
r.
� �' _ � \ EMP. ,EDII�hEN =!a
\ �j ti "'
`..r09 ";. ` / 3 DISTURBED AREA r ;i
p\ /
\ _.
17
4
"Pull ..,, tD
r� il n Ti�C l INSWL = � \ x. PROPOSED S-L.I r ENC
- L, h --
i � 1
a, <,are ,r l ,�
PROPOSED DIVrERSION DITCH
."_ ,L
i.
-12) 18" FES # i ` t .a PROPOSED JUTE PvAITiVi,
r8 .z:.tiR 3.: L'4 a-.p5 3 3f58 �,yF
�sva i3OI93 �...._+ x INV = 34.0 k .� _ � 39.> i 7c e.re i�'C�� �e�l IF�rF '�
Y
r�-yy nt��
RIP -RAP APRONS-' s's-e ?9dC^ r�.dsX k L� LJlVA`.B ) :� TRU�
INLET i_ ''• - DOUBLE 15C`' FES
DA =� 3.35 AL
L = 0.50
010 = 11.72 CFS
INV 34.7
2 ROWS 15" RCP
72 LF @ 0.6%
VEL = 5.36 FPS
INLET ? 3 - DOUBLE 18" FES
DA 4.35 AC
L 0,45
010 = 13,54 CFS
INV 34.0
2 ROWS 18" RCP
24 LF @ O.50!
VEL = 4.76 FPS
II
R�144$45\NEW 1C 3a,UG".
l4
CLASS „B„ STONE L
22 " THICK ON \ rR
CEOTEXI-ILE °IBh!C fi
ff i rC �\
+n�� yszsz
,
T. _
DIT
a
35.
,3b
3'�
\
J 4
r r AIN ' ., ,DING rIE MIT
INSTALL t a V L CONSIR-1-,TION PAD, TEMPORARY DIVERSIr N ,LT I ENr N
AND SEDIMENT EASINS AS SHOWN ON THE PLAN CLEAR ONLY A", NECESSARY
TO INS I A L 14ESE DEVICES
CALL 938 5GDO FOR ONS TE INSFE CTION BY CON CERVAT.ON INSPECTOR_ If
APPROVED_ BLGINI C LEAPING ANS. ,,RUBBING
MAIM","-JN ti5 NEEIDED. PCjUGH `-RADE SITE,
INSTALL STORIV SEvlFG. OF SH vVN) AND PROTErT INLETS fi IH SILT F N('NC:
IED•MENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN.
BEGIN CONSTRUCTING BUILDING.
`,ABILI7_E SITE AS AREAS .ARE BROU, 1 HT LIP TO FINISH GRADE WITH ✓EI ETAI"ION,
RAVING, ETC
NHIEN CONSi RUCTION IS COMPLETE AND ALL AREAS ARE STABILI7ED COMPLETEI Y,
CALL FOR INSPECTION B'f CONSERVATION INSPECTOR_
IF SITE IS APPROVED, PENIOVE IEMPORAF'r CiIVEPSIONS,SILT FENCING S DIMENT
BA INS, ETC., AND SEED OUT OF. PAVE ANY RESULTING BARE AREAS
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION
BY CONSERVATION INSPECTOR.
TOTAL DENUDE[-) AREA; 1 0 ACRES
I�
I f r1
ff,
,
'
I � - ®ysonaa9snay
°
1 6
J
e ro
u
4504
R
1 Q J
BNOe@aadp6a6668�® ��i �,. f
1
j?
[h �
P.O.Box 12679
Research 'Triangle Park
North Carolina 27709
(919) 460 i4700
FAX [phone]
ArcI,Ileciu.r
e
Interior Design
Plarmin g
BASS, NIX,ON, & KENNEDY, INC.
CONSULTING ENGINEERS
1416 CHAPEL HILL ROAD
RALEIGH, NC 27607
919 851-4422
-9
IN �Sl 0 Y�VT
MEMORIAL
1RGENT CARE
JACKSONVILLE
NORTH CAROLINA
REV,
DATE
LS5IJfD TO:
DRAINAGE and
EROSION CONTROL
L %esrr ption�
Date NOV. 15, 1995
Jut+ Numb-,r:
Su`;4`J
Shee9 Number'
S

SEE PLAN
FOR DIMENSF
A
I
d
L-IF STONE DIP, >8", PROVIDE GEOTEXTY E UNDERLINER OR
4" (MIN.) -57 WASHED STONE BEDDING BACTERIAL-
SEE `ON A A
TYPE A -PIPE OUTLETTO FLAT AREA WITH NO DEFINED CHANNEL
NOTES
(1) &15 TIMES THE MAXMUM STONE DIAMETER
I- BUT NOT LESS THAN C INCHES.
m (2) d rt' ABOVE MAXIMUM TAILWATER OR TOP OF
CHANNEL BAND: iWHCHEVER IS LESS).
z (3) Lo-LENGTH OF RIPRAP APRON_
x
La—
-_ / 1
d 1
�d
SEE PLAT
FOR DIMENSIONS
i
IF STUNS NA-iR PRO -VIDE GEOTEXNLE UNDERUN-EP OR
SECTION B-B
4" MIN, •57 'WASHED STONE BEDDING AATERfA1
TYPE B-PIPE OOTLEi TO WELL-DEFINED CHANNEL
CULVERT OUTLET PROTECTION
n
CARRY RIP -RA° UP
SIDES OF SPILLWAY—
OR OF BERM
lIT TO�VATiON OF STURMWAI ER
FLOOR STORAGE to)ufl .
-T T,� *�TSt OEEM BASIN )R E Z014E 4'srfw.
I-`,IHYI i rtrt ASAk. $EDIEVENT�
—yKTA1_ DEPTHH i
MAXIMUM LEVEL OF SEDIMENT I I =I l I I I I M i I I 1-
COLLECTEDi
5' MP 1
WHS LEVEL
BASIN UI
WHEN THIS LEVEL IS REA4HEG-
SECCFION THRU BASIN I§ FILTER
3'
4
I MITI
-REEBOARD
CARRY RIP -RAP UP
SIDS OF SPILLWAY
ill .5 WASHER
/' &PRO,.. `` ONE
SECTION TIARU BERM & FIL.TER
EXIST SUB-E
IN 6" LAYEE
P FREEBOARD KIN.
2
MIN.
a
m5 W
BMIN
PIONT '
�A�T� 1 3,
/ if
PERSPECTIVE VIEW
TEMPORARY SEDIMENT BASIN
NOT TO SCALE
NOT (_
I PRIOR 70 ASPHAT F LAYING, P'T_ME COAT
PLI 1ION SHALT i'DN IIkU1 TO N.I_.J.0.T.
SPEC. SEON _..
BE !NSTAI_LED
PER C.i r* 0E D(4ti:ad STANDARD -
ASPHALT T PAVEMENT PATCH
JOPIT FILLER
TRANSVERSE EXPANSION JOINT
NOTES
ALL SONCRETE TO BE 3000 F
CONCRETE TO BE BROOM FINISHED
FOR A PION SLIP SURFACEPERPENDICULAR
TO STREET
ALL CONCRETE TO BE .011SHEO 'KITH
OJHING COMPOUND
CONTRACTION UR COS$ RUr TION JOINTS
TO BE PLACED AT 4a (,A i0 uc.
(MATCH SNIPt AI K WIGTY )
TRANSTeEReiR E ANSGtI(IN S T -
Y PLACED AT Sc o [ OP <1 ALL
RIGID OR..E„TS (CLIP-B$ BUILCINC3. ETC
PROPOSED $IDEAU-1,
Va zit
. , '\;
COMPH.TFD SOfl j
TYPICAL SECTION
TODLED OR SAW
CONFACTION 10INT
PLAN VIEW
S_1_/A'NDARD kCONCRETE SI[_)E`vVALK
NOTES:
1. NCDOI RS DR �57 t4ASHED STOKE:SHALL BE USED, PAD TO BE
50' ' 20' W z E:' D AT A MINIMUM.
2. TURFIINB RADIUS 5UFFTC;ENT TB ACKTIMDDAIF , AGE TRUCKS IS
TO BE PROVIDED.
Eh1TRANCE(SI SHOULD BE LOCATED HE P'P.0`lz DE FOR HAS IMUM
CCILI. BY ALI CO'STHU ON EHICLFS.
4. MLCT BE MAINTAINED IN A LONUITI(! 1,11101 WILT EVENT
TRACKING OR DIRECT FLOSS OF MUD LAND RESTS FER!ODIC
UFDRESS11ir 1411H IQNE '"11'. BE NF ES IFA: MEET 106E (HAND,
OCK BASE _. ANY GAIERILi p(HiP' STILL MANES 11 DRTO THE ROAD MUtT BE
(LEANED LIP LMMEDIA oLI
6. APPL!C'ABLF _ AT AL POINTS OF INGRE._t A.,EGRES UN SITE
IS STABIL;EEG. FPFOUEOI' CHECKS OF THE DEVICE AND TIME
MAINTENANCE MIlST BE PROVIDED.
D SOIL
�11
Y �
,r� . Llh. �sL_
1- MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFICIENT TOOIRECT ALL
SED:VENT-LADEN STORM'WATER INTO A SEDIMENT CONTROL OFVICE THAT MUST BE INSTALLED
PRIOR TO CLEARING H GRUBBiNO OF THE AREA OR IN CO,N,IYM TION WITH THIS OPERATION
IF SEDIMENT CONTROLS 6 DIVER`i@HS ARE IN-TA,LLED AS EACH CRITICAL POINT IS REACHED"
?. blTIERS tLTtvI SH3ULL. BE LOCATED TO MINIMIZE DAAF4,ES BY CON`TP.CTION DPEA ION-.
,. DIVERSIONS SHOULD BE SEEDER & MULCHED IF THEY ARE T[i REMAIN IN PLACE OVER 30, GAYS.
CHECK DEVICE AFTER EACH PAID,BUT ONCE h NEFR RECAh'DLBSS, REPAIR AS NEGESSAR'l.
T NA Ti'RAL
GHOUIM0 T FULL
iR LUI LOPE
1 e`Cw
MIN iT—TI_
I MAX.
ITS
-GNAP AETEO PILL-/
BERII
BERM/D J TCH
, - NATURAL GPOUND OR PILL
/ BE CUT SLOFE
F CO>A
l-
Ij7�
D[TCH
NOTES POSJTI,E LFLADi, ML,: T BE PROVIDED Tu ASURE D AWARE_ iF SILLPE EXCEEDS :X. SEED
1 MU .R VEP A TRY PST f EXCEED 57, IHI H VF OCIT F R'SUL 1' M XI6OM D.A.
5 ACRE, W1TH011 SUP 0 TIRO CAIC5D!4ERSION, AT THE CP OF SLOPES MUST EMPTY
1^TC AN API IKO'ED .LOP( DRAIN. BEAM DITCH IS MU COMMONLY --,ED.
TEMPORAR) DIVERSIOIN BERM,/,/ ITC H
a N %ES AFF`L1 NETTING PARALLEL
T DIFEC UN F FLOP! USE
CHECK SLIT T 15'INTEPV+4S.
fT ON TR:PS th
F I _R OF L C
BRING NETIFF, DOWN TO A LEVEL AREA PRIOR
TOTERMINATING I STALLATION. TURN END UNDER
o' AMID STABLE Al' 12' IHFRVALS-
.T APL
12
AT 12"
LAIN.
AT BOTTOM OF SLOPES = LEAD NET OUT ONTO A LEVEL
AREA BEFORE ANCHORING. TURN ENDS UNDER 6" AND STAPLE
AI IS' INTERVALS.
CHECK SLOTS ON HIGHLY ERODIBLE SOILS AND ON SLOPES
STEEPER TFiA9 41, EROSION CHECK SLOTS SHOULD BE MADE
AT 15'INTERVALS- I4S'ERT A FOLD OF NET INTO A 6" TRENCH
AND TAMP FIRMLY. STAPLE AT 122' INTERVALS ACROSS THE
DOWNSTREAM PORTION OF THE NET.
ROLLING AFTER INS, ALI ANON STAPLING, 44D SEEDING,
NET SHOULD BE ROLLED TO INSURE FIRM CONIA.CT BEI'b`EEN NET
AND SOIL-
..,i:;.;TE:N Af:CE
,- !!JI.C,,ES SiHOJLD BE INSPECTED PERiODICALL,' EESPECIALLY AFTER RAINSTORMS, TO CHECK FOR PILL EROSION WHERE EROSION i5
iBSERVE6, ADDITIONAL MULCH SHOULD BE APPLIED_ NET SHOULD BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILURE- IF
'aSHOUTS OR BREAKAGE OCCUR, RE -INSTALL NET AS NECESSAP.Y AFTER REPA,RING DAMAGE TO THE SLOPE INSPEC I0- SHOULD LPkE
I ACE UNTIL GRASSES ARE FIRSTLY ESTABLISHED- WHERE MULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS, INSPECT PER-
`PDIC',,LY THROUGHOUT THE Y'F_AR TO DETERMINE IF MULCH IS MAINTAINING COVERAGE OF THE SOIL SURFACE REPAIR AS NEEDED
DETAIL FOR S I MBILiZING C;HANNELS
WITH JUTE 1-HATCHING
�Ess.
e" MINIMuIr
NCDOT s' OR A`57
AASHE:D -TDNI.
TEMPORAIRY GRAVEL
Cr,_)'N.,qTRUrCT10,N ENTRANCE
E
12 CAUGE 4" Y 4` OR 2" :< 4" .'c`LDED WIRE HOOKED ONTO
P2EFORMEU I- ANNELS ON METAL POSTS. OR FASTENED TO
CE04R DR W60'0 1`05T$ e117H NU.? 57bPt E`..
TRAVTOt I RE:ISTAN- IN ACMI MITI FI FABRIC OR
(31jIVALFN x UHED TO RIPE ,`(ir MFT/,,L C, PS
OR WIRE AT 6 ON CETtTER. I
y / IA:I I,W CD .T T JP GE /E'E!_
REMOVE SEDiK 1Y1 ,'LL`. LF VET.
P 15 REACHED, 119, AS DIIE T(u BY
T tAA i j �Y'i� -,CUSf -V" ,4 I A PErT_1R_
A;5
I
vv
SO i a r c i. OW INLY
LATERAL fIRADE-1
OW
` GARRI APPLY. 12 OF FABRIC INTO TRENCH
'V CD,FA /: TH SG t fIC TAMP d TIET fLL
\- CAF ET"F AF NTO TREK t
NE EAR R 4 X T HE „D ?I06D F-1 IT
T 8 (mJ I [LIAR AN, ASTIR POSTS SHOULD
SE „ET j -0" BEER m11,
NOTES
i) TOTAL DRA,'NAGE AREA FLOIAINC, TO -,1,T F�NCE MAY N., LX(-FE.E 1 ACP.F_,
2 TILT FCEJCF_S SH501_C TNC BE. USED AT PIXIE (:[CT!_ED OR IN AREAS OF
CONCENTRATED FLOW (CREEKS. SWALES. D17CHLINES, FTC.1,
31 TO INCREASE ST'i,RAuE CAPAC:11Y AND PROLONG THE LIFE OF THE SILT
FEiNPE, iT IS IGL NEPAt_LF ADVI SABL,, T(l DIG A SE IFAENI PIT 1N FPONIT
OF THE SILL FTNSE NHENI PlS,,19LE.
4l REPAIR ANY BRFL.K.S IN THE SILT FrINCE WITH W3 ' 'WASkIED S:CTh,F.
SILT F E N C PE
E
Pq d ap�ddtl®WBBCgppB6� h
ssaeauNe /
e
4%4 9
e P o
r sG i 1.
h [
0®�
AA64B9C®P&0Ad0A-
S
P.O. Box 12679
Research Triangle Park:
North Carolina ti7709
(9I91460-6700
FAX [phone]
Architecture
interior Design
planning
C1
10 T rN�T
'a.F
'HOST
1'.
,
�T TARE;
JACKSONVi_LLE
NORTH CAROLI NA
Rev. >
aA' � rssuED ra
14
rviA 4
Deecr;p tibm
Dnte NOV. 15, 1995
Job Nurnbe, 94545
Sheet Numher

I
.46
UTILITY STRIF
S
at\i!Y•. ..° di,+♦
ROAD SURFACE
CURB 8
GUTTER
N, ,; du•
SIDE WALK
Ali .. .
• .
' Ni71E/
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diteu „e �^\IIJ• .I• \\tliN . -
FfoYtd6 bond fat
3f. 00
,,,
YE
WYE
conifOGtion B.
BHPORTtOfl a
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4' CLtAN OUT •� .Il/in•
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1
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,- 4q CLEAN OUT
METER. OOP, OtW%Y PRO6
• ®AON29 CAP I
wev-1 09 EOUPIL
/l•A"e:°.,
I
YOPT R METER SETTER
`
1
WITH AtlGtt STOP AND
LUCK VY,INO I FORD V•7P-t L.
�+
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4k
CORPORATION
=
I
STOP
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On Alt ROv
:1/6 6t NO
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•�-
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ON TAHPEP T
•'
'_
CIAETER
11- 4 aJO ORHO 1 '"
1/6" MIN SLOPE
SLDOIN4
0
IF RtOU1RE0 ^- i.A1i,
TO BE SET BY CIT°C
SUPPORT i SERVICE 1-MIt OR UNQISTQRSEO SOLL
4' WWI
ILLUSTRATIVE FOR NEW STREET COIISTRUCTIOII
r �( gERVltt SADDLE
REVI51 10
MIN.SEPARATION 16 It .� OR WYE FIT
CITY OF JACKSONVILLE N.C.
IF LATERAL g
RAZION LESS THAN 04T STONE OR APPROVED 5ED01"
PUBLIC UTILITIES DEPARTMENT
It)' MuST cuCkSE 31F ItE CONNECT1011
STANDARD DETAIL
•-\WATER and SEWER SERVICE- CONNECTION
E
$9 11
-
IL
I �
I
3'Cz FLAN G--ED Nir-LC
j
t
3 CS EL RI+Jt-EL' TEE ' .
1 /T Yj p p o 3AN6�,. sT' B Knss 40" ELL
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MAKK ZL ORISEAI-
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17METE!
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2"1 ADAATE0. GS
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CITY OF JACKS®N VILL.E..
MFT-EL2 VAUL-r
FOR"a �" Cuu.PauAaa
MEz"E�
GSD — 14
8i
24' CURB A UTI
OEPRESSI
ISOMETRIC V;EvPd
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I, J' E;(P a•410N JOINT
77
y
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Er l
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4' (1,,0
r ,. sra it
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SIDEWALK ACCESS RAMP
SECTION B-B
1r,,-4,
;II AAA'•` AC.^.ES_. RAMP
4 nwD l
SOEA LK
JOINT
$FANI� RD 30" CURE PN` GUTI'tR
0'-14" j .. ,E c 0,
PE4
NM TO E% FEu P'I E nF SLEW a.r
L 4, Ff a I A LESS RAMP \ Y Y )E II R �.
'IjnER, LINE
� - EIR NL f TN E=PC ,;,,
- CFr-RE 'JRB -
SECTION A A
aCTC
I.T H WALF.N6 IPTAfE PAI L ✓ PE`I ANT THE IN R TINt RAMI Hh'L
r CITN R PLA(K LP, JG,17 (,FA" JNTR 5T -NLE )1HEAME A r ,FG OID
H AN i L ftAL r. T C1 THE RL EION bFTEHN.
L NQ SLOPE rM7HF, N4c L PIP RAMP SIALI FXIEEIF, 1 11 IN PL toil I,
TOE CRICIE P11
3 IN NO '.,bE Ai. TE WIC"! O' 'HE W EFICNAIR RAMP fE I 5S THAN 40" iS-4`v.
Hr NEVER..v DI.-i Y r E�,'_tE` AC
4 USE ,LASS H :.OPKRETE WITH A SiftVJkK FINISH IN .R',,EP TO CeTNN A ROUGH
NCIV-SKID TVPt FINIStI
A ;Z' FYI ­All 1,RJE Jp)AT Nt L B� RrOURI-D *PFRE THE CONCRETE WHEELCH4IR R441`
JOINS TEH CURB ANC` AS SHQIRPI 'N THE STAIJDMiB [1ftAWIN6.
AGr,P�S RAMP
NC _l �
UUI rC A OF
1L;- ' LIN
LtAPdCCESS0f6LE
A'tit FD iC
M SHED
r I.
T f17t
MAXIMUM
I
�� IS 2,1�7A
- - _
:_E =NC BCROER GREEN
> M6CL N OF BACK 'ROUFaG
E9ArK L T D - �Ir
,
FI NDIICA SIGN
96N
I ? O
R 8u
P_0_Box 12679
Research Triangle Park
North Carolina 27709
l9191460-6700
FAX [phone]
Architecture
Interior Design
Planning
BASS, NIXON, & KENNEDY, INC.
CONSULTING ENGINEERS
7-116 CHAPEL HILL RON
RALEIGH, NC 27607
919 851-4422
A
I
0 � �_.� w
MORIAL
I Y y E
URGENT CARE
JACKSONVILLE
NORTH CAROLINA
V + SAM I I;SUEG TOt
I SITE IL
NOV. 15, 1995
lot Numb 0454',

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GEOTEXTTI E FABRY 35 � \ TO INSTALL THESE DEICES
T INLET # 1 '- DOUBLE : ;" FES
DA - 35 AC
L 0.50
010 - 11.72 ':FS
, ll t = 7417
2 ROWS I_," RCP
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3 6
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INLET 4 3 - DOUBLE 18" FES
DMA = w.35 AC
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T`liV = 34.0
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24 F
VEL = q_70 FPS 1
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r-
rVIT L ' T,J. Ht3.5V APPROVED, EEG;PI (aEHRINr» AND G.UE'B NG_
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Y
INS T AL t STORM SEWER IF SHOWN) AND PRO! `E C T INLETS WITH SIT FENCINQ
SEDIMENT i'S,vPS OF 0711_ER APPROVED MEASURES AS SHOWN ON THE PLAN
BEGIN 0I45TRUGTINC: BUILDING
pa 6 Sl AMUZE SRE AS AREAS ARE DROUGH I tP TO FINISH GRADE WITH VEGETATION,
s
�`4 Vazu :hhp - %1j .'(,VINE, ETC,
SCALE III FEET
i5 as sc 90 20
WHEN CONSTRUCTION IS COMPLETE 44D ALL AREA' ARE STABILIZED COIv1PLETELY,
I A m 6 Pk0 CALL FOR INSPECTION BY CONSERVATICN 'NSPE�TJP.
IF .. ITE IS APPROVED, RE OVE TEMPORARY ' DI' ER UNS SILT TENICINC SEO&PiNT
18ASINS ETC., AND SEED OUT OR PAVE ANY RESULTING FARE AREAS.
WHEN VEGETATION HAS BECOME ESTABLISHED CALL FOR FINAL SHE INSPECTION
BY CONSERVATION iNSPE:CTOR.
TOTAL DENUDES AREA: 3.0 ACRES.
gy5m.».p PROPOSED INLET PROTECTION
-x X-x -- PROPOSED SILT FENCE"
-- -PROPOSED aV iSIOWN DITCH
(CH
F'R t1F-'uStl., 3UTE MATTING
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F'.0 Box 12679
Research 911angle Parr
North Carolina 27709
QJ91 L160-670f)
F s Y t9131 3605733
tlrchil ec I u re
Interior Design
Plannin 1
r , I r' I
UN JLvU
H0 S, E,IN 11
LT A
JAC KSON`v ILLF
NORTH CA sOT INA
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DRAINAGE and
EROSION CONTROL
D esc,iptlCO:
NOV. 15, 1995
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TRACT DATA /
TOTAL AREA r 44,72 ACRES
Zoom - old
SETDAaC4 /
FRONT SO' MAR THOROUGHFARES
uON PUBLIC OR PRIVATE $TRE
BIDE NLNY
REAR: aC
NUMBER OF PARKING SPACES PROMM - 765 SPACICKM RM ! 35 H/C OPAL
WATER - CITY OF JACKSONW I;
TABOR -CITY OF JACKSONVILLE /
TALI YAP: 346, PARCEL RLil 18
\ \ / HAEERT M. 44ES
P4
TRACT
11.24
\ \ TRACT II
(ZONED-IND)
(VACANT)
404
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7
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FIJ`� BRITTHAVEN NURSING HOME S /
/ d
EIS . SET RO DNOW OR FORMERLY
STAKE
SIS • SET IRON STAKE
NEIL REALTY CO,KE 0.9.469, P.75 p
ECM . E1aSTDNG CONG MOL M.B.27, P.45 / / / POND
SCM . SET CONC. RON. (MEDICAL/NURSING HOME USE)
WER /
-£- . ELECTRIC POLINE /
PP . POWER ING.E
PPHHPUMP OOUK MANHOLE
. DRAINAGE L UTILITY ESMT. RRS
RRS RAILROAD SPIKE SEPTIC
ST . SEPTIC d
PROPOSEDD
PCB CATCH
ATCH BASIN
404 WETLANDS
1.04 ACRES
.I.IKI! ANT.
ONSLOW MEMORIAL HOSPITAL FOUNDATION
D.B.1041, P.351
(VACANT)
44.72 ACRES N?079
1.947,948.74 SO.FT, f71'
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SL SECURITY LIGHT • b4
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C.B. CATCH BASIN
D.I. . DROP DIET
W.M. - WATER METER
CAB. CABLE T.V. BOX
d / a
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EL • GROUND LIGHT �2�/ aWoOE
BA - LIFSEMENT STATIACCESS
FON FIBER OPTIC MARKER '•� -0
O / PWHITEROP STREET ��' H b
\ PROPERTIES 1.00l 1 B
D.B.1549, P41 w b4
\y.4 M.B.27, P.212
\ AA' (VACANT)
oe`4
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84
/ \ w
WHITE STREET
PROPERTIES J/
0,8.1549. P.q
N.e.z7, P.2u
\ (VACANT)
'Nn1E STREET Y•.
PR.1540,b4 o-
D.B.1649. P.410 r , -0
N.B.27, P, 212
a
(VACANT) / �w OF
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MEMBERSHIP [ORP,
374. P18
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(POOKER COYPLN•1 /
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r/ NV. .23
°NSLaw .OMEN'S CENTS- WW
A NOM PROFIT COR
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WOODED AREA
WOODED AREA
WOODED AREA
MNNIENANCE
F.F.WUDING .-39.02'
FFELEV..
d
EXISTING TWO STORY BRICK ADDITION
83.485 S.F.
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/ fATSRN r�T (MOTCIRCY(].E SHE) 4 TRIAN k VEHICLE
CINDER ° 1'ST I 1 i j S.B.R.E.. LLC. . 20' PROPOSED PEDESTRIAN
/ BU(OINGBLO[y, ORY / ,-na,. O NORTH
A
LIMITED LIABILITY
COMPANY
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P -�-
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USE .20D�UE.(PER D
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NVI GANE iED
INVSTMEN80,
AS TENANTS IN
ARTHUN. 9LVECNNON
ABNTY 0.8.1022. P,945
D2.783. P490 TIRE COUNTRY, INC.
-
5 t0'0B'0D' E
0.8.768, P.8034g 1. p.000� -_ - 4A•
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J9.3' 1.,o.d DO
N.C.C. S. NON. -WINCH' �'-pQ1 p' 7 ANDREW G. DAMS h
N-370.499,793a ��- ��- OWNR, LLLLLLLLC O� p a BETTY A. DINS 1
E-2.486.1210183 - -�� 0.8.1674, P.700 1 -
NAD 8399086 �- -� (ZONED-81 PQ � (ZONED - Bt)
NAO 83 Q- --- ) ' J �,71 I �. 1
EF: D.6.390. P.625 -- ,V�I UO O 1
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P.45 1 ' I
CURVE TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
RC
TANGENT
CI
14' 4'
214.6a
ry
411.97
417
21715
111.16
C2
1'4'
65.08
17Y41'
J127.36
65.08
32.54
,N.
LAW"
cs
d
-0
S7S SANDY RUN MISSIONARY BAPTIST
SZ97 OP CHURCH APARTMENTS 1, INC.
D.B.396, P.586
(ZONED-TCA)
\i \\ (APARTMENT USE)
a,
S+s
/ /ONSLOWMENTAL COUNTY
MENTAL HEALTH CENTER /
(ZONED-0&I) AY ry
(MEDICAL OFFICE USE) �'T .t /
av
k W�W7y N bl
6' ,B/
EIS = T v a. X'
(DISTURBED) N �¢ A ,�
h QWm
N 1138'O8^T .92• �? ABAYOMI OSUNKOYA AND
WIFE ADESOLA AWOAOLO
4 09.2450 P.146
® (MEDICAL OFICE USE)
cm
91 r1 _
J �
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N ,O.iH
n J
OR
BOB,
PROP. H/C
o- r.••,NN.w RAMP
-0 ONSLOW COUNTY
' .T HOSPITAL AUTHORITY
n • / D.B.36, P42 /
M.B.36, P.142
(MEDICAL OFFICE USE)
49 41.
49,
rp HEiPACOPTER /
3
SIDEWALK
RENT
11 I I b
O4\CART
PROPODED l// \ 6p, R
CONIC.
.N."w' b 17.8' pGBLICi
�RkC PROPERT ES
° DICAL , P.652
(MEDICAL OFFICE USE)
\ \ /
b4 25.67
/ V UNICORN
D-B.540, ICE U /
q (MEDICAL OFFICE USE)
H 23.D'
ls�� aP T l
za.Y
/ ROPO
pB�fRR SfOICAL
AfftolAL34P?I6 CIC
\ICU
SEJ
A.
ONSLOW MEDICAL
PROP, PROPERTIES, LLC
HNC D.B.1741, P.1
RAMPB M.B.43, P.216
(MEDICAL OFFICE/PHARMACY U
Po-
R LL5
JACKSONVILLE DOCTyR
PARK. 450. P.ST7 1
4 0.8450.
ETAIL USE)
,n
269'
4 N.C.G.S. MON. 'MALL"
S 01'55'45' E 627.14' (GRID) N-373,648.1336
w E-2,485.532.5231
�Q
66.Y
CROWN AMERICAN ACQUISITION
ASSOCIATES It. LP.
0.8.1459, P.596
(ZONED - 81)
13M
Pumpkin Center
n
41
WESTERN BLVD. %S
JACKSONVILLE
VICINITY SKETCH
NOT TO SCALE
NOTES:
1-AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR
REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6
INCHES BELOW GRADE T 10 FEET ABOVE GRADE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS,
ELECTRIC TRANSFORMERS, DROP INLETS, FENCES, OR
ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR
RELOCATED IN ORDER TO CREATE AND MAINTAIN THIS
CLEARANCE AND SHALL BE FREE OF CRACKS AND
DAMAGE PRIOR TO ISSUANCE OF A FINAL CERTIFICATE
OF OCCUPANCY.
2-ALL PROPOSED OR EXISTING FRONTING SIDEWALKS TO
HAVE PUBLIC ACCESS EASEMENT RECORDED AS
INSTALLED.
3-EACH LARGE TREE AT THE TIME OF PLANTING SHALL
BE A MINIMUM OF TWO(2) INCHES IN CALIBER AND
EIGHT(8) FEET IN HEIGHT. WHEN MATURE, A LARGE
DECIDUOUS TREE SHOULD BE AT LEAST FORTY(40) FEET
HIGH AND HAVE A MINIMUM CROWN WIDTH OF OF
THIRTY(30) FEET. THE DEVELOPER MAY SUBSTITUTE
LANSCAPING SPECIES AS LONG AS THE CITY
LANDSCAPING ORDINANCES ARE MET. SUBSTITUTIONS
SHOULD BE CONFIRMED WITH THE PLANNING DIVISION.
4-THIS PROJECT SITE IS LOCATED ON THE JACKSONVILLE
BICYCLE AND PEDESTRIAN TRANSPORTATION PLAN.
5-ALL EXTERIOR LIGHTING WILL BE LOCATED AND
POSITIONED AS TO NOT ADVERSELY AFFECT ANY
ROADWAY TRAFFIC OR ADJACENT PROPERTY OWNERS.
6-VERTICAL DATUM BASED ON NGVD 1929.
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:15,000+; WITNESS MY
ORIGIfj& 9ONATURE, UCF,NSURE NUMBER AND SEAL
THIS A2 AY OF-RVt!t- . 2009.
90 . SS! ' </
oFi.........
6"y _p.9
Q
c 4 11 SEAL
L-2596 a;
Cl�
of
'/I/Pllll t11111111111\\\\\
C�p�1g0 ���C=N:= RELEASED FOR CONSTRUCTION
SKETCH OVERVIEW
OVERALL SIDEWALK/PARKING PLAN
SHOWING
RADIATION/ONCOLOGY PAVILION
PREPARED FOR
ONSLOW COUNTY
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: MARCH 30, 2009
SCALE: 1"= 100' F.B.773 , P.69
JOB #2910871
ONSLOW COUNTY GRAPHIC SCALE
512 MILL AVENUE
JACKSONVILLE NC, 28540
910-347-4717
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE, NC 28541
910-577-4705
( DI FEE! )
I Inch 0 100 fk
SHEET 1 OF 9

e
B
LEGMU
N.B.
:.
- NAP BOOK
D.B.
- DEED BOOK
PG.
- PACE
EIS
- EXISTING IRON STAKE
SIS
- SET IRON STAKE
EIP
- EXISTING IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.K. NA.
R/W
29'
- RIGHT OFF WAYNM
M.B.L
- MINIMUM BUILDING LINE
C/L
- CENTERLINE
SL
- SECURITY LIGHT
PP
- POWER POLE
PPLP
- POWER POLE / LIGHT POLE
- E-E, POKIER LINE
C.O.
- OLEANOUT
WV
- WATER VALVE
IN
- WATER METER
FH
- FIRE HYDRANT
CAB.
- CABLE T.V. BOX
MH
- SANITARY SEWER MANHOLE
To
TELEPHONE Box
EDP
- EDGE OF PAVEMENT
Ca
- TRAFFIC FLOW EXISTING
4}0
- TRAFFIC FLOW PROPOSED
FOM
- FIBER OPTIC CABLES
FES
- FLARED END SECTION
- PROPOSED STEEL SECURITY LIGHT
A# - EXISTING SECURITY LIGHT
-SF-
- SILT FENCE
GW
- GUY WIRE
®
- ELECTRIC BOX
+00.00 - EXISTING GRADE
PROPOSED GRADE
0
- MATCH EXISTING GRADE
TP
- TOP OF PAVEMENT
Tw
- TOP OF WALK
so
CONCRETE BOLLARD
®
- STOP SIGN
DBL
- DRAINAGE BREAKUNE
- HANDICAP PARKING SPACE
- DRAINAGE FLOW DIRECTION
- ADA APPROVED HANDICAP RAMP
- GRADING LIMITS
C9
- CATCH BASIN
01
- DROP INLET
JB
- JUNCTION BOX
CTT
- CAROLINA TELEPHONE
AND TELEGRAPH
OUBE
- DRAINAGE AND UTILITY
EASEMENT
®
- PARKING BUMPER
EB
- ELECTRIC BOX
HC"
- HANDICAP SIGNAGE
f Arl
P
- EXISTING TREE
REF: D.B.390, P.625
D.B.477, P.204
D.B.1041, P.351
M.B.10, P.42
M.B.9, P.45
io
SITE DATA BLOCK OF FEATURES
Existing use (s): Hospital
Proposed use(s): Hospital
SITE ADDRESS: 317 WESTERN BLVD.
Total S.F. of proposed buildings: 9.790
Square footage of existing buldings(3 units):305.493
Total square footage: 315,283
Building Height(Addition): 24'
Acreage in active recreation: 0
Conditional use permit sought: OVER 25,000 S.F.
Number of Iota: 1
Type of unit: 1-Story Radiation/Oncology Pavilion
Current site zoning:Odd
Proposed site zoning: Odd
Total acreage: 44.72
Acreage development Impact area:1.14 acres
minimum lot size: N/A
average lot size: N/A
total number of bldgs: 3
number of residential bldgs: 0
number of units (dwelling, commereial):N/A
number of units per bldg: N/A
Density. N/A
ownership status : OWN
TAX ID 346-18,E,E
DEED REFS: D.B.390, P.625
D.B.477, P.204
0.9.10.11, P.351
M.B.10, P.42
M.B.9. P.45
PARKING REQUIREMENTS:
One space per every two beds and 1 per every 3 employees on
maximum shift
599 EMPLOYEES/3 = 200 SPACES
133 BEDS/2 67 SPACES
SUB -TOTAL 267 SPACES
20X reduction: 53
Total required spaces: 214
H/C spaces required: 22 (10X)
H/C parking spaces existing/proposed: 36/0 (TOTAL 36)
Standard parking spaces existing/proposed: 714/0 (TOTAL 714)
Total parking spaces extsting/proposed: 750/0 (TOTAL 750)
Compact spaces allowed (25X): 188
Compact spaces proposed: 0
Vehicular Surface Area Existing: 431.368 a.f.
Vehicular Surface Area Proposed: 423,156 a.f.
Difference: 5,212 s.f.
CALCULATION OF REQUIRED LANDSCAPING AREA:
IMPERVIOUS SURFACE RATIO(ISR): (SEE CHARTS BELOW)
LANDSCAPING NOT REQUIRED PER SECTION 103 TABLE CA
(EXPANSION OF ISR: OX - 15X - EXEMPT)
EXISTING
ISR
SITE AREA
1.948.003.2
sq.ft
ISA
1 653,051.7 a .ft.
ISR
I 0.335X
PROPOSED ISR
SITE AREA
1,948.003.2 sq.ft
ISA
654,629.E ag.ft.
ISR
0.336X
CHANGE IN ISR
EXISTING ISR
0.335X
PROPOSED ISR
0.336X
CHANGE IN ISR
0.001X
POWER COMPANY: PROGRESS ENERGY
WATER AND SEWER : CITY OF JACKSONVILLE
Fill I n
L I 85.3' //CCRR�AWWL SPACE
In
/DPE1eNc
/ � YAW90X
66.5 �j U
a .4*
.4' T
II I .ems MS11NG ASPHALT I
EXISTING HOSPITAL
7-STORY BRICK
F. F.ELEV= 40.50
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:15.G00+; WITNESS MY "11111
ORIGINAL SIGNATURE, LICEN RE NUMBER AND SEA4 0i
THIS W AY OF 2009. ��.��'� GAROZ/
�1k1 o%ssioNq.,y
JOHN L TITERCE P.L.S. L-2596 v ; a S00-
= L25g6 0'11!
SUP'AQV`
NOTE: LOADING AND UNLOADING
AREA AT THE FRONT OF THE NEW
BLOG SHAU. COMPLY WITH NC
ACCESSIBLITY CODE.
_ 140.3� 14 6 F+�
J.TF
EXISTING ASPHALT
33.1' 1
s /
J445_1
Al NNq
Eepr
EXISTING ASPHALT
Elck 1E � i H I
T
4 H/C SIGNS
TI�T7F
EXISTING ASPHALT
EILIr �%
[��.e'....a EXISTING ASPHALT
L L Lt Ll
F.l
ti
�L _j
Ef
L �j
5 M►�' -�---
LAWN J
15 LAA
-� � caK. sw.Wak - - - -
e'sTREEr uWN �-
C2
4
b
IT
VICINITY SKETCH
NOT TO SCALE
I I
RA11PS Hit II
R20.0' ♦♦����, GAR A 4i
// ♦♦♦ Ea81 ♦
�e
TAe
fill 00
��►E\ F iir 0 K. N ��
II i;
Q ASPHALT�
DRIVE
II �� Crystal Coast Engineering, P.A.
II I Civil and Environmental Consulting Engineers
II I David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
II II PHONE: [phone] FAX: [phone]
II II C(27iN
LEASED FOR CONSTRUCTION
I I
i� SITE/LANDSCAPING PLAN
SHOWING
RADIATION/ONCOLOGY PAVILION
PREPARED FOR
ONSLOW COUNTY
17 / \ JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
RAMP JOHN L PIERCE & ASSOCIATES. P.A. /C \
RAMP - _ _ _ - - - _ _ _ - _ - -_- - - 405 JOHNSON BLVD. JACKSONVILLE, NC 28541
Cm PHONEL-910-346-9800 DATE: MARCH 9, 2009
SCALE: 1"= 40' F.B.773 , P.69
JOB #2910871
NCSR 1470 WESTERN BLVD - 168' R/W<- OWNER, GRAPHIC SCALE
-
Q
512ONSLOWMIL COUNTY
MILL AVENUE 40 0
-
C7i
JACKSONVILLE NC. 28540
912
10-347-4717
CURVE TABLE
CURVE
I CHORD BEARING
I CHORD
I DELTA
I RADIUS
I ARC
TANGENT
C1
14' 4"
214.64
ry
411.9E
217.15
111.18
C2
Nt '4 ' 1"W
1 65.08
1 111'41"
1 3121.36
1 65.08
32.54
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE. NC 28541 910-577-4705 REVISED 3-30-09
( IN F'EE1' )
I inch - 40 ft.
SHEET 2 OF 9

LLgEv_
M.B.
- MAP BOOK
O.B.
- DEED BOCK
PG.
- PACE
EIS
- EXISTING IRON STAKE
SIS
- SET RCN STAKE
EIP
- EXISTING IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.K. NAIL
(BM)
- BENCHMARK (NOW 29)
R/W
- RIGHT OF WAY
M.B.L
- MINIMUM BUILDING LINE
CA
- tENTERUNE
SL
- SECURITY LIGHT
PP
- POWER POLE
PPLP
- POWER POLE / LIGHT POLE
- E-E+ POWER LINE
C.O.
- CLEANCIT
wV
- WATER VALVE
WIN
- WATER METER
FH
- FIRE HYDRANT
CAB.
- CABLE T.V. BOX
MH
- SANITARY SEWER MANHOLE
TB
TELEPHONE BOX
EDP
- EDGE OF PAVEMENT
rG =
- TRAFFIC FLOW EXISTING
♦.
- TRAFFIC FLOW PROPOSED
FOM
- FINER OPTIC CABLES
FES
- FLARED END SECTION
- PROPOSED STEEL SECURITY LIGHT
SLO - EXISTING SECURITY LIGHT
-SF-
- SILT FENCE
GW
- GUY WIRE
EB
ELECTRIC BOX
+00.00
- EXISTING GRADE
- PROPOSED GRADE
. MATCH EXISTING GRADE
TP
- TOP OF PAVEMENT
TW
- TOP OF WALL
BO
- CONCRETE SOLARD
®
- STOP SIGN
DBL
- DRAINAGE BREAKUNE
�.
- HANDICAP PARKING SPACE
- DRAINAGE FLAW DIRECTION
- ADA APPROVED HANDICAP RAMP
- GRADING UMTS
C9
- CATCH BASIN
O
- DROP INLET
JB
- JUNCTION BOX
CTT
CAROLINA TELEPHONE
AND TELEGRAPH
OU&E
- DRAINAGE AND UTILITY
EASEMENT
®
- PARKING BUMPER
Eli
- ELECTRIC BOX
HC •
- HANDCAR SIGNAGE
- EXISTING TREE
SF-
SF- 7- SF- SF_--i
WASTE MATERIAL
STOCKPILE
L_ SF-
SI'- SF-- SF- 7
a _-• • •�
PAD
REF: D.B.390, P.625
D.B.477, P.204
D.B.1041, P,351
M.B.10, P.42
M.B.9, P.45
EROSION CONTROL NOTE
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED
FROM THE EFFECTS OF SEDIMENT BEFORE AND DURING THE
INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM.
PROTECTION SHALL INCLUDE BUT NOT BE UMITED TO:
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS
SHOWN HEREON;
2- INSTALLATION OF CONSTRUCTION ENTRANCE;
3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS
AT ALL PROPOSED LOCATIONS SHOWN HEREON; AND
4- SEEDING AND ESTABLISHING GROUNDCOVER IN
ACCORDANCE WITH VEGETATIVE PLAN.
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY
AND NECESSARY ACTIONS WILL BE TAKEN IN ORDER TO
PROTECT THE SYSTEM.
101
JUNCTION BOX
TOP-38 OO
CA INV-33.88
I
_-� -- P 1
40.35 *jY
11
n
f40
39.97
40.15 40.26 39.86 EX C.B.
+40.12 l0.47 4007+ IN.Je.J�4,
O
39.86
40.31 4028 f + i 9'L 1'S'
EXISTING HOSPITAL EX. G.B.
7-STORY BRICK I 40.51 INN".&+14, II
40.05 39.45
F.F.ELEV=40.50 0.13 4071
40.74 39.61
40.79 +40.7 39.44
.53 39.46 /
40.21 I I I t ! 90.08 39.50 /
4 2 40.44 I 2�
40.17 o.88 40`+ 1
.88 40 4 40.37 10
I� sD93 39.84 39. 40.3 39.48
I 40.62 40.64 + + 39.86+
39.85 +39.72 + 39.9 39.56
_ FIBER-OPTIC s 7 1''1I-�^�X.� T� 40.28 ' + 3 40.IO
MARKER , 114V'�27 =40.33 40.18 40.41 40. + 4 53
p(, Tp EX. 0.1. p(, D,L INV..34.9 ' 'r * 40.28 . n. 9 3
r♦ 5 W� TOP-J0.lR' TOP-_39.66' C.O.+ 39 4 39.72+ +
e"RfP�Rl14 40.42 F. 39.91 40.19 i 1. ` ai m 39.8
TCQ W.6e_ o s W. V 0.36+ 40 39++ 3� Z In
i .........1 U j 39.36 39.64 7RANC
\ T
RIV..Je.J4• X _ 39.92 40.10 9.g2 K• :: 9.44 F-Z {/
LOCATE OUTLET v 4034 40.25 ASE �i *39.61
+ .I�.Jo.S 39.53
o M.H. NV-JGRA / .92 9.66&i PROPOSED ADDIII6N
O�p 779g 66
TNV.-33:7J' DRAM V.31L RAIN CRAM 4 EX. D.I.p.l. . , ' +39 47�
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RA710 OF PRECISION
AS CALCULATED IS 1:15,000+; WITNESS MY ITgpuuunpgy
THIS ORIGINAL SIGNATURE.
OFE, LICE" E NUMB2009 ER AND SE(��` GARp4%7j�'�4.
OQ�OSsioj;�ti9
JOHN L PIER P.L.S. L-25960. LIJ
a �R
N� Su?�Qv
AV
39.59 _
FIV.-J0.J ' yN 0 38.96 39.14 .16 _
I// ` �9v (� 9. 39.2
1 INV 36.93
o d' n�39 8d' �i 1 38.96
I * i� i METAL `5'%UDS i 40.09 40.09 9.98 + + 4 40. E I ONES '�TDRY a Q + 4 I 39.88 39.84
�y 39.99
SL
X 3998 Cz
PMECT NORTH f pyRpMkl Cater
d
WESTERN BLVD.
TDOe
JACKSONVILLE
VICINITY SKETCH
NOT TO SCALE
1M'
Legend
_
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
OS
MULCHING
ON
TEMP. DIV. DITCH
_IP_
PRE -FORMED SCOUR HOLE
Eli
RIP RAP SCOUR PAD (RRSP)
EXCAVATED DROP INLET PROTECTION (TEMP)
13
BLOCK eI GRAVEL INIET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
-
SILT FENCE
-SF-
ROCK DAM
Q
CHECK DAM
-�
PROPOSED FINISH GRADE
/®
I �39.23 I y S PROPOSED TOP
Ire
CURB GRADE
� 1 DROP INLET 339- PIPE LABEL »A»
TOP-38.61 z30
�0 II TDP�JJ39.
e.S4V - 39.62 a �: ! ,' INV-36.37 3s.z4 /
...... .... ...... 05
?797
74+ 39.67+ 9.84
o II f-i -39. 39.37 8 I�
I 59.44
39.04 39 + 9.57 9.70 39.42 2- EP E Qv MAINTENANCE PLAN
VERIFY DEPTH OF FIBER II + II FIBER -OP C O� �j 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL
OPTIC CABLE. AND 39.63 Jt1NCTI0N BOX MARKER BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
ADJUST/RELOCATE AS T =40.01Y T� 10 TOP=40.00 38.91 +38.52 �/ EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
REQUIRED C�L INV-35.11 INV.-34.16• CA INV-35.5 C INV:35.39I 5 THAN ONCE A WEEK. ANY NEEDED REPAIRS WILL BE MADE
FIBER-OPTIC m 39. EX D.I.1DROP INLET
+ 39. TOP-J64Y TOp_38.47 � / / / IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
MARKER a 39.61 + +39.79 INV..3S�' 39.38 9.28 / W;M.
UNDERGROUIIND /L INV-36. /" ® 2-SEDIMENT WILL BE REMOVED FROM THE BLOCK AND
j ELECTRICAfJ II 39.61 W 39.56 r 60X N .ss 39.50 3B 36 I� GRAVEL INLET PROTECTION DEVICE WHEN STORAGE
_ CAPACITY HAS BEEN APPROXIMATELY 507i FILLED. GRAVEL
JUNCTION BOX REPLACE /' 1II / / WILL CLEANED OR REPLACED WHEN THE SEDIMENT POOL
39.60 39.17 39.54 3�s.2o IT NO LONGER DRAINS.
INV IN-3 I SIDEWALK JUNCTION BOX 39.z3 139.72 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
INV OUT- 2. o REPLACE I TOP-39.25 it C7 FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE
INV OUT-32.92 I& CU T 39.78 cA INV=35.88 3 z 3 a
h CURB + %W FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
II ' +39.78 19 39.32 39. OP= NECESSARY TO MAINTAIN A BARRIER.
B� TOP 4 +40.08 CUING. W CA INV-36.0 439.49 INV=33.26'
TOP 400 C N 35.18 40.20 +38.64 Pam\ 39.47 39. 4 ES 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
INV THRU-35.1 40.n +36.49 39.50 / W.M. NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS
INV EXIST-34.1t EX. 0• EX. M.N. D.o 00 +39.96 39.90 39 + IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
TDP-JS.eY TDP-3e.2W + + +39.78 3s.4z ���s.s0 /r VEGETATIVE COVER.
wV..J6.Je' INV.-34.2e' "I, EX. D.L r
I I 39.93
JUNCTION BOX 40.16* INV.34.4.52' r 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER
I) TOP=39.1 ' II1p;
i I /! I WILL PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY
C/L INV= 9.55 ' STORMWATER AND ALL VEGETATIVE AREAS TO MINIMIZE
35.42 y J D SL 39.39 39.27 39.31 39.36
II II ' II �. 39.50 39 -7 39,26 / THE EFFECTS OF EROSION.
39. 1
w 39. �. UL 0.32
I II
3 9.6 39.56
z 39.6 39.64
l 39' 3 .6 S.6+ 9.e OP-38.33
A INV-36.3 - 62 b
Drainage Pipe & Outlet Protection Schedule
INCR. INCR. TOTAL TOTAL OUTLET
A 0.27
1.45 0.27
1.45
12"
31
1.61
B 0.15
0.81 0.15
0.81
12"
62
0.90
C 0.15
0.81 0.57
3.06
15"
107
0.35
D 0.25
1.34 0.25
1.34
12"
121
0.50
E 0.54
2.90 1.36
7.30
18"
35
0.35
F 0.51
2.74 0.51
2.74
12"
82
0.35
G 0.53
2.85 1.04
5.58
15"
47
0.35
H 0.00
0.00 2.40
12.9
24"
139
0.35
1 0.00
0.00 2.40
12.9
24"
59
0.35
J 0.14
0.75 0.14
0.75
12"
124
0.50
K 0.00
0.00 0.14
0.75
15"
47
0.50
L 0.30
1.61 0.30
1.61
12"
39
1.00
M 0.00
0.00 2.92
15.7
24"DI
20
0.35
N 0.00
0.00 2.92
15.7
24"0
69
0.35
0 0.00
0.00 2.92
15.7
30"4
406
0.35 5.6 2 16, 8'
P SIZED
USING POND ROUTING
18"
30
0.40
Q SIZED
USING POND ROUTING
18"
263
0.40
• Pipe shall
have goeketed watertight
joints.
TOP-38.00 I2"WATER LINE
- 12"WATER LINE
CA INV-32.82
EX. 30" RCP EX.
sommov,
' 39.38 +38.87 +38.67 ff I
9+38.71
EXL D.I. �/•II
39.74 f INV-34.7Y -
. II ,
4� MA 4 45 SL
EX DJ. - �• r0 +� -rt.3
w�=�� � 39.35 39.57 39.11 39.30 39.52 39.03 \ 4 �� I W I
TOP-38.3 SL +39.76 SL \ SL / 39 39.49
(I /L 1 .0 -40- - - - _�
II / II +38.62 \ 39.02 +39.41 + 9.63 II II
N
II / II II w +39.40 +39.39im!=L__
\
� e.4 SED FOR CONSTRUCTION
ne
W B" / II eR PUMIS +38.53 +38.63 +38.74 + 4 I
LBLDD \ 39.18 / 39.74 ` GRADING STORMWATER
II +39.01 39.59+ 4
/ I SLAB-- y EROSION & SEDIMENTATION CONTROL PLAN
II I O11CV• M/11 39.74 I
4 SHOWING
II ,�- 4 40.06 OP=39.66 RADIATION/ONCOLOGY PAVILION
EXIST. 8" SAN. SEWER JUNCTIGI BOX INV.-31.73
CAL WV 39.07 39.18 39.31 k �ro P.P.GH.Y
t�DP wv _� , _I _jW PREPARED FOR
INV. 10 39.6
E .o- E E E --f-- E- E r� E -E- E 4.06 ONSLOW COUNTY
u- V- u u= U_ z4 uu u c �� ffff� f� s 1 / se uu -uu rD�Lfj
g-- �JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
T$ +39.90_ -40- - --+70.09 ` - - - - +43.33 - - - - - - �074 / O - 0 44RRIU 93 PREPARED BY
INV..35.31 - _ +40.53 + 74 GUY SL 40.74 c ' JOHN L. PIERCE & ASSOCIATES. P.A.
-- 38 y 140.64 i0.91 �'6C.79 RAFFIC SIGNAL 1�1 •(� -�
,b 40.23 40.38 40.46- - -40 � WIRE
-M - - - - _ - - - - - Box �� FE RD �.- 405 JOHNSON BLVD. JACKSONVILLE. NC 28541
TOP-3D•62:• TOP-40.21• EXXP-W e6 O = Qeo "L1 PHONE: [phone] DATE: MARCH 9, 2009
INV.-3CSO INV.-34.e6' -
EX. 0.1. INV.-33.36' -
TOP-3e.0'r - H �4B - SCALE: 1"= 40' F.B.773 , P.69
INv.-34.70' JOB #2910871
NCSR 1470 WESTERN BLVD - 168' R W k NOINr�P ���
ONSLOW COUNTY
�mEa� / K � -xl
M GRAPHIC SCALE
�llll
512 MILL AVENUE V " 1 40 a 2D 40 e0 160
JACKSONVILLE NC, 28540
910-347-4717
CURVE TABLE
CURVE
I CHORD BEARING
CHORD
DELTA
RADIUS
I ARC
I TANGENT
C1
I SBGIV24-E214.64
ry
411.97
1 217.15
1 111.16
C2
I N1 4 '51"W
1 65.08
1 1ry1'41"
1 3121.38
1 65.08
1 32.54
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE, NC 28541 REV
910-577-4705
%.JI ILI. I v VI V

i
0
LEGESIL
N.B.
- MAP BOOK
D.B.
- DEED BOOK
PC.
- PAGE
EIS
- EXISTING IRON STAKE
STS
- SET IRON STAKE
EIP
- EXISTING IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.N. NAIL
29)
R/W
- RIGHT OFFWWAYNOVO
M.B.L.
- MINIMUM BUILDING LINE
C/L
- CENTERUME
SL
- SECURITY LIGHT
PP
- POKER POLE
PPLP
- POWER POE / LIGHT POLE
- E-E� POWER LINE
C.O.
- CLEANOUT
WV
- WATER VALVE
WM
- WATER METER
FH
- FIRE HYDRANT
CA.B.
- CABLE T.V. BOX
MH
- SANITARY SEWER MANHOLE
TB
- TELEPHONE BOX
EDP
- EDGE OF PAVEMENT
a
- TRAFFIC FLOW EXISTING
46-
- TRAFFIC FLOW PROPOSED
FOM
- FIBER OPTIC CABLES
FTS
- FLARED END SECTION
i►
- PROPOSED STEEL SECURITY LIGHT
SLO - EXISTING SECURITY LIGHT
-Sr-
- SILT FENCE
OW
- GUY WIRE
ES
- ELECTRIC BOX
+00.00-
EXISTING WADE
®.
PROPOSED WADE
Q
- MATCH EXISTING WADE
TP
- TOP OF PAVEMENT
TW
- TOP OF WALK
BO
- CONCRETE BOLLARD
®
- STOP SICN
DBL
- DRAINAGE BREAKUNE
- HANDICAP PARKING SPACE
- DRAINAGE FLOW DIRECTION
T
- ADA APPROVED HANCCAP RAW
- GRACING LIMITS
CS
- CATCH BASIN
DI
- DROP INLET
JB
- JIINCTION Box
CTT
- CAROLINA TELEPHONE
AND TELEGRAPH
OU E
- DRAINAGE AND UTIUTY
EASEMENT
- PARING BUMPER
ES
- ELECTRIC BOX
HC"
- HANDICAP SIGNAGE
- EXISTING TREE
REF: 0.8.390, P.625
D.8.477, P.204
0.8.1041, P.351
M.B.10, P.42
M.B.9, P.45
12'MATER LIE
ENGINEER
WATER AS
EXISTING HOSPITAL
7-STORY BRICK
F.F.ELEV=40.50
Mel
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES MOWN
HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED: THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:15,000+: WITNESS MY
ORIGINAL SIGNATURE, UCSURE NUMBER AND 5pu"III,IITNTXNN,��i
THIS —DAY OF '" ^"�� 2009. A%0 GAROZI ,,,�
JOHN L P.L.S. L-2598
SL
II � CR:D JVAD B3
II
II
SL
�W MARMARKERn
u
—71
a (II II I
II II
3 I I I I W'T NOTF CJ1N P WNINO PRW.. W F UTUTY n�Wii lnCO
PRIGR ro BN D DEPTH OF PROP. WATER
UAW I C AI NiFI
I I LOCATION AND HP R O EXISTING I!IING WATER MAINS E MAINS ARE
D CONFLICT NTH PROPOSED NEED STORM DRAINAGE. ADJUST STOW
GRAIN ELEVATIONS AS NECESSARY (NTH ENGINEER
RC ) OR LOVEII/TIAISE EXISTING WATER NAM(s) As
II
so
II I Tes
I II II I FINE
I LPUMq
II II II II
-N- I� E EXIST. _
. IY SM.
SEWER
. � —1Wt Cane' wlk P•P• '� WY
12'NIATFR LINE wr
�E�yL}—s�Epy---ply
nG. F
GUY �T —
WIRE----E
NCSR 1470 WESTERN BLVD — 168' R/W
CURVE TABLE
CURVE
I CHORD BEARING
1 CHORD
DELTA
I RADIUS
I ARC
ITANGENT
CI
I Sa6'IV24"E214.64
411.97
1 217.15
1 111.16
C2
I N10'4 ' 1'W
1 65.08
111'4 "
1 3121.36
1 65.08
1 32.54
VICINITY SKETCH
NOT TO SCALE
SAN SEWER (else as noted)
EXISTING
PROPOSED
SAN SEINER MANHOLE (Inv. noted)
O NV'
SEWER SERVICE
—:,
(not sham for dmlty)
WATER MAIN (she as noted)
WATER VALVE
DG
FIRE HYDRANT
ON
BLOW -OFF ASSY.
D4o
"a
WATER SERVICE
ST. DRAIN (slxe as noted)
(none proposed)
STORK DRAIN INLET
®
(none proposed)
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] FAX: [phone]
PC�C��O����]
NOT RELEASED FOR CONSTRUCTION
UTILITY PLAN
SHOWING
1 M.N. _ RADIATION/ONCOLOGY PAVILION
L
FOR
NSLOWRECOUNTY
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
0 — 0Q — PREPARED BY
`� GNAL I JOHN L PIERCE & ASSOCIATES, P.A.
IFFIC B�oxx 405 JOHNSON BLVD. JACKSONVILLEI NC 28541
A PHONEL-910-346-9800 DATE: MARCH 9, 2009
SCALE: 1"= 40' F.B.773 , P.69
o JOB #2910871
OWNER, GRAPHIC SCALE
ONSLOW COUNTY
512 MILL AVENUE
JACKSONVILLE NC, 28540
910-347-4717
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE. NC 28541 REVISED 3-30-09
910-577-4705
( IN FEET )
1 inch - 40 ft.
SHE

IE(I?!
M.B.
-
. MAP BOON
D.B.
- DEED BOO(
PG.
- PAGE
EIS
- EXISTING IRON STAKE
SIS
- SET IRON STAKE
PP
- EXISTING IRO/ PPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.K. NAIL
(BIN)
- BENCHMARK (NGVD 29)
R/W
- RIGHT OF WAY
M.BA.
- MINIMUM BUILDING UNE
C/L
- CENTERUNE
SL
- SECURITY LIGHT
PP
- POWER POLE
PPLP
- POWER POLE / LIGHT POLE
- E-E+ POWER LINE
C.O.
- CLEANOUT
Wv
- WAXER VALVE
WM
- WATER METER
FH
- FIRE HYDRANT
CA.S.
- CABLE T.Y. Box
MH
- SANITARY SEWER MANHOLE
TB
TELEPHONE BOX
EDP
- EDGE OF PAVEMENT
- TRAFFIC FLOW EXISTING
408
- TRAFFIC FLAW PROPOSED
FOM
- FIBER OPTIC CABLES
FES
- FLARED END SECTION
PROPOSED STEEL SECURITY LIGHT
�7y
SL X-f . EXISTING SECURITY LIGHT
-SF-
SILT FENCE
Gw
- GUY WIRE
EB
- ELECTRIC BOX
+00.00
- EXISTING GRADE
PROPOSED GRADE
0
. MAT04 EXISTING GRADE
TP
- TOP OF PAVEMENT
TW
- TOP OF WALK
so
- CONCRETE BOLLARD
®
- STOP MGM
09L
- DRAINAGE BREAKUNE
- HANDICAP PARKING SPACE
- DRAINAGE FLOW DIRECTION
'f
- ADA APPROVED HANDICAP RAMP
- GRADING LIMITS
CS
- CATCH BASIN
D
- DROP INLET
,6
.ANCIM BOX
CTT
. CAROLNA TELEPHONE
AND TELEGRAPH
DUAE
- DRAINAGE AND UTILITY
EASEMENT
®
- PARIGNG BUMPER
EB
- ELECTRIC BOX
HC"
- HANDICAP SRGNAGE
- EXISTING TREE
DSMOLIWOMA
"A
t
I
REF: D.B.390, P.625
D.B.477, P.204
D.B.1041, P.351
M.B.10, P.42
M.B.9, P.45
-=5 J I
N
4.
I \
I I
EXISTING HOSPITAL
7—STORY BRICK
F.F.ELEV=40.50
a
n
II uarvaa \
— wow EXISTING .
J 85. 3' 740.3' SEVER VICE 14.6- 6' _
12 8'
C f�QyYAI�ppyI��E� I.1 I \ _
3�.7' 33it' _ \ a � ROMOVE Za AREA I S�SPACES
,^"'" MANHOLE 71REA __
ho
—W-. LN%CRAB+.' m�XOVE 24•35.11
-, �..� J 1�
LIGHT
" IlAT
LIGHLW
\ R' 1i I r I 9-5'7-1`1
7
zT
c � Noi -.� �, SAMgTT �I
n � �
IWE I
yy fig 22tt
$
H
L9.5'S14N_ _ \ L�-j
L.
UGIT .� I� •� —4 H/C SIGNS_22 - I
7FM7 \ ( I SPA ES 9.9' � II
CI1 II - BUJ
��•_ I f �RElAOYE J WMGM
ELD
I ins I
INLET 27.0'
kjJ
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES MOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:15,000+11; WITNESS MY
THIS ORIGIN
�-DAY OFAL E_5S�A RE NUMB2009 ER AND ARO % ��''/
23.0' �. ��. ,".Ll
—9qIL
i IL
22- ACF Kati
II T22SPA�EST-_JT9.9'III1\\ \
REMOYL-4
✓ INLET
L Ll LL=L"=Lii L L L��I
\3g\
SLAB
IEWBW9 5' Cone. SkNWdk —
CURVE TABLE
CURVE
I CHORD BEARING
I CHORD
I DELTA
I RADIUS
I ARC
TANGENT
Cl
6 4' 4"
214.84
1
411.97
217.15
111.16
C2
N10'4 '51"W
1 65.08
1 111'41"
1 3121.36
1 55.08
32.54
�Cv
Z a
- - - - - - - - - - - -
NCSR 1470 WESTERN BLVD - 168' R/W
L
U3
VICINITY SKETCH
NOT TO SCALE
DEMOLITION NOTES
1. REMOVE ALL PAVEMENT, SIDEWALKS & STRUCTURES
FROM DEMOLITION AREA (CROSSHATCHED AREA).
2. REMOVE ONLY THAT STORMWATER DRAINAGE
INDICATED TO BE REMOVED FROM DEMOLITION AREA -
ALL OTHER STORM DRAINAGE TO REMAIN.
3, ALL DEMOLISHED MATERIALS TO BE REMOVED FROM
SITE AND PROPERLY DISPOSED OF.
pn9umIEm se'R
NOT RELEASED FOR CONSTRUCTION
DEMOLITION PLAN
SHOWING
(� RADIATION/ONCOLOGY PAVILION
PREPARED FOR
ONSLOW COUNTY
tea*
ONSLOW COUNTY
512 MILL AVENUE
JACKSONVILLE NC, 28540
910-347-4717
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L PIERCE & ASSOCIATES, P.A.
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: MARCH 9, 2009
SCALE: 1"= 40' F.B.773 , P.69
JOB #2910871
GRAPHIC SCALE
JACKSONVILLE. NC 28541 REVISED 3-30-09
910-577-4705
( IN FZET )
1 inch - 40 ft.
SHEET 5 OF 9

I.Ea m:.
N.B.
- MAP BOOK
LEGEND:
D.B.
- OEM BOOK
o - EXISTING IRON STAKE
PG.
. PAGE
MH MANHOLE
s-ROSAETAKE
g
SET RON STAKE
CA CENTERLINE
EIP
- EXISTING IRON PIPE
R/W - RIGHT-OF-WAY
ELM
SPK
- EXISTING CONCRETE MONUMENT
- SET P.K. NAIL
N/F - NOW OR FORMERLY
(R�
- 29)
BBENCHMARKGHT OFAYNGVD
Y.B.L.
- MINIMUM BIXLOINC LINE
CA
- CENTERLINE
SL
- SECURITY LIGHT
PP
- POWER POLE
PPLP
- POWER POLE / LIGHT POLE
- E- E -- POWER LINE
C.O.
- CLEAROUT
WV
- WATER VALVE
VA
- WATER METER
FH
- FIRE HYDRANT
CA.S.
- CABLE T.V. BOX
MH
- SANITARY SET" MANHOLE
TB
- TELEPHONE BOX
EDP
- EDGE OF PAVEMENT
- TRAFFIC FLOW EXISTING
4 mm
- TRAFFIC FLOW PROPOSED
FOA
- FIBER OPTIC CABLES
FES
- FLARED ENO SECTION
- PROPOSED STEEL SECURITY LIGHT
SL - EXISTING SECURITY LIGHT
-SF-
- SILT FENCE
GW
- GUY MRE
EB
- ELECTRIC BOX
+00.00- EXISTING GRADE
I/NM
PROPOSED GRADE
Q
- MATCH EXISTING GRADE
TP
- TOP OF PAVEMENT
Tw
- TOP OF WALK
BO
- CONCRETE BOLLARD
®
A. STOP SIGN
DBL
- DRAINAGE BREAKLINE
- HANDICAP PARKING SPACE
- DRAINAGE FLOW DIRECTION
•I`
Al ADA APPROVED HANDICAP RAMP
- GRADING LIMITS
CS
- CATCH BASIN
DI
- DROP INLET
.B
- "CTION BOX
CTT
- CAROLINA TELEPHONE
AND TELEGRAPH
DLWE
- DRAINAGE AND UTILITY
EASEMENT
- PARKING BUMPER
EB
- ELECTRIC BOX
HC •
- HANDICAP SIGNAG_
qp
- EXISTING TREE
REF: D.B.390, P.625
D.B.477, P.204
D.B.1041, P.351
M.B.10, P.42
M.B.9, P.45
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE t306 1J06
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:15,000+; WITNESS MYORIGINAL SIGNATURE, pulu"nN//
ITHIS '40 SAY OF UCEN RE 2009 NUMBER ANDgo\ ,I\
a
140.28
+JOHN 1. PIER P.L.S. L-2596¢: «o.a._lk �jn 4596p4u
1"� 'l�!,�/ N '(��VJAKSONVILE
�26 39.97 N869.94
.86 EX�At
'+,
o0.12 40 47 40 07+INv.-36.34 VICINITY SKETCH
�0 - �� 39
40.31 ao 2a NOT TOSCALE
EXISTING HOSPITAL'
EX C.B. 7-STORY BRICK I ,9 40.51 'T39.
�"'41 40
40.05 39.45
F.F.ELEV=40.50 U 4013- 4
071 39.61
N '{� 40'74 40.74 39 44
8 3' 9.46
40.21 'I `0.5 40,19 .08 39.546 0 /
40.42 40.44
Y �
^' I 40.17 I I a88 40.88 40. 4 40.37 .21a
nI1 I n CRAWL SPACE 93 Lbw 39.84 969 _ 400. 27 39.59
37�' ND 40.62 40.64 "I=� may-' 3986 439.8
85.3' ` 140.3' 14.6' 6� 39 39.87 , 39. J2 39.89 39 56
ET-�I 3939. 59 40 0 1 \ `•"i/�
\ I MARKER
-,1 1 � 40.28 °i t2.8' m 40.42 It, 39.03 40.70
MAMLERt 1 �, I I 4 57 :40. 40.18 40.41 40.48 40.48 40.49 �j1Y�'3,99..73 39.97
40.0 (//�
FFyy����22 EX D.I. ,., H 0�.es• V..34.9 •�}{ ��� aa.z ., 40.27 I i� I I 74 39.7 �-_ �_
Ali" TOP-39.M• L 33.1' 33.1' 40.42 V-36.02' 4 8 X•F T� -�
6"may 111 F. 39.97 40.19 �V�ER� 1 5-SPACES � _S .B2 i
J. AgODItl m 40.36+ 4 . .33 40.1} 40.36 H AREA 40.16 39; -- 39.64
rro-.-.a• W.V 40.39 NA /
LOCATE OUTLET \ v MV.-36.34' a �Npl T. SAM. 5 40 J4 39' 2 40.10 g .y" �yy,.lI-?- 0 3 40 40.43 '73 39.61 39.44 9.61 J .68 39.72
�- 9.8NyI //9 40.18 I I/ r/
SK.M 7B 40.35 40.16 39�TQp.36. 110-SPACES ' I 39I53 I 9.70 39.7E
G M.H. COVERED V-36.40' 39.+ H/C RAID 39.66 _ 498 V.. t33 � � � L�
TTpppp 3399DRAIN GRATE AIN GRA 40.27 pl _
INV�33, 9Ny,.36,3Y �Qq39. 38. _ �39.4
` V.-36. n4 /C R 9.76 31 .96-� 39.14 39.16 39.2?�139 9`g' I
a 39.60 '8439.72 +37.84 38.90+ l 39 a It N
40.09 40.09 98 0.04 40.15 +37.70 F��,• (' I I -fP CST I q I I 9.664 39.88 39.84 b �,/)/y
` +38.12 ` D.I. 71�.:� I I I I I ,I /p • ✓/
I� �pI 390 I�
39.99 39.9 40'0� ` D.I. .93' 91GH 9.O1 w 111 [•[� K
1 �' ' 39.98 11NV..36.19•', ? SIC
n /C R 1 +38,33 28 I+
a •/VL `o 39.46 PLAN 39.1 9.16 L - 39.19 39.239.9. FI AI
/,AST^PR�JIy TG+.37.25' /
III EX OJ. ' + T +37.54 A" I �V �• 7 .1' I - I I I I 39. -4 39.63 Q + 39.01
BRKOK
TOP-36.64' 39.62 " FE40
NCE 37.59 ER S (TYP.) 0 15-SPA S / -_•
`d I I INV..34.92' 39.7 •.ice n` PLAN
a L I
I II� # V
a . 39.6 3 9.813 -M/C SL SL .OS 9.3
I I 39.04 8 ' L . (. 145
� (�. 4 3 4 - 37T7-�JA a I I 39.44
AL I I I
a II No P I 39. 39.a I 39. 39.63 RAI.S a 1� II MAFA / Q
V TOP 00 Not +3B.91 +38.52 a Q� 55
N7 INV.- 36T ENTER EX D.I. 38.47
FIBER-OPTIC I m .75
MARKER U 39.18 °� 9. 2 39. 9. INVV -3354 * L9.38 9.20 W.M.
`E,LEC J9.6 vS 22 SPA ES I
BOX I 3*111 I 3 .50 7 / �'" �� ' 9.5' mD TJ9.56
II �2 MM/�916NS_ 39.2�� J- - 39.36
9.60 39.
'R II 1 II II
3 .23 39.�
U9.78T P J F Sm 9.9, T� �3 2 /3 02
4 .78 39.3239. N/
/6�0.39.49 INV..33.6'
0.20 +38.64 N� 39.47
PO i +38.L9 W.M.
I
I EX. D 6 . EX. M.H. 114D.67 + .96 39.90 S 9 SITE DATA BLOCK:
TOPNv..36.67' TOP-39.12' I g 39.42 915.0' AREA - 44.72 AC.
INV..36.35' INV..34.2A' I11 t � ErXE�.D.I. Low(I h-
40.16 21.639 3 U� s.s INY•- szACE� EXISTING USE- HOSPITAL
L �_[ JL NUMBER OF UNITS - 3
II All 1 3' 39'0 9L 39.39 39.29 39 •(1��Q 39.31 36 �9-55 I I 70X OF SITE DEDICATED TO OPEN SPACE
•+ SIJ9.47 � 39.26SL 1 { / ZONING - 0&1
I�.- _IfT _._-..._71'
39.50 7 1 IE T22SPA�EST_
40.32
yg � Olpt ► THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M. A. MAP
II a 3939 /7�3B6 II �4� 3720438700 J EFFECTIVE DATE NOVEMBER 3, 2005.
' 9 39.6 39.' -r4CC
60 m 3962 I THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN EXCEPT AS SHOWN.
+38.87 +38.67 Ca +38.71 I II I /I TiL 93 _
EX D.I. 9 / �I"�
TOP-38, II I NOTES:
39.08 9'2� 9 39.74 �Ts.7z INpM�rD.c[yyA4�,,,r/ f I I I I I I 1- TRACT NOT WITHIN 2000' OF EXISTING NCGS OR USGS MONUMENT,
' 19' I� I-]
, Q 27 PAC I I I � � 4 45 II THEREFORE TIE NOT REQUIRED BY STATE LAW.
EX. 31 39.35 �N � ��\ 4,40 I
TOp.36,y' 39.57 � 39.41 39.30 � 39.52 39.83 ��- X
INV. (� I SL +39.76 SL - - / 39 5 39.49
\ -40-
II \ 39.02 + 9.63
+38.62 \+ +39.47 II II
lot 11
II 1.4 �� NOT RELEASED FOR CONSTRUCTION
O/in FIRE
I II II 4 I L +38.53 +38.63 +38.74 \ 39.18 ,D x II 39. 4 TOPOGRAPHIC SURVEY
+39.01 Z 359+ �v `� EXISTING CONDITIONS MAP
BM1wK M� '� 39.74 / II II IIII �II ��LOCA -I M.N.
SHOWING
T'.JGGN-RADIATION/ONCOLOGY PAVILION
NTI
IYWATFR LINE -- WV _wV.� P.P. PREPARED FOR
12MTER LINE .
P
EX. 30" RCP EX.
EX. D.I.
TOP.36.06'
INV..3i.78'
(u uu
\ H/C RAMP.
E EEEEE
EEE
4,D063_
ONSLOW COUNTY
?`-�
u
u'�' _ -
_\ _
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
p
D.I.EX ` - - - +
TOP-337.6 +39.90_ - --+-i0.09 �.35
` - - - - - -'40714
ou
0 -
0
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
_40-
-40_ / +40.53 + 41.04
AMP
40233 m CIA-! �- 40.38 40.4fi - -
140.64: 40.9 �_
�_ ��79
� AL
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
TOP-40.21'
Ga
TO �B'
PHONE: 4t0-346-9800 DATE: MARCH 9, 2009
INV.-34.66'
-
Immv.�3�3.3301
I
P.69
SCALE: t--WY.
P.:36 34.7VC�
JOB #2910871773
Gr NCSR 1470 WESTERN BLVD -
168' R/W «
CF= OWNEeE
GRAPHIC SCALE
M
CURVE TABLE
CURVE
I CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
'14' 4"
214.64
ry
411.97
1 217.15
1 111.16
C2
I N1 '4 ' 1'W
1 65.08
1 I'l '41"
1 3121.36
1 65.08
1 32.54
12ONSLOWMIL COUNTY
512 MILL AVENUE 40 0
JACKSONVILLE NC, 28540
1-347-4717
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE, NC 28541 REVISED 3-30-09
910-577-4705
( IN FEEL' )
I inch - 40 ft.
160
SHEET 6 OF 91

Fall Permanent Seeding August 15 - November 1 T-
N
5-10-10 Fertilizer. .........1000lc­
1oba/ac ."
D-zo-o _
_. ... _.s00 Ibs/ac
Unscarified Service Lespedeza ... _.. 60 Ibs/ oc
Ky-31 Fescue.. __. 30 Ib
114S[A =u
-FILTER FABRIC
MIRAFI 1DOX OR EOIIAL FILTER CLOT4 IN 3 0" WIDTH
SECURE TO FENCING. EXTEND FABRIC 12" INTO
EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTEDcc
Rye Grain 25 Ibs/ac y ` -
*Straw Mulch _. 2 tons/oc �, .y -'T - VARIABLE AS DIRFC-FD BY PUBLIC SERVICES DIRECTOR
NORMAL SPACING 8'-0" MAX_
F6JI Permanent Seeding - Centipede: s t b 1 F REDUCE TO 4'-0' NEAR LOW AREAS.
Lime
ep am or - ebruory 28
�.
1
Fertilizer (low nitrogen approved for Centipede)
.2 tons/cc
(Appropriate fertilizer approved
Rye Groin _.
for centipede application)
90 Ibs/ac
W
`" M"
POSTS ARE/
FASTS
Centipede Seed _.
......
15 Ibs/ac (overseeded in spring)
T LESS
*Straw Mulch
_..._ .... ...__.2 tons/ac�
'>
Winter Temporary Cover
November 1 - February 28
y
y
WELDED WRE FENCE 4" SPACE.
Lima
` y
`•J ;�•
�
TOP h BOTTOM NBFS ARE 10
Fertilizer
_ 700t Ibs/ac
v
•Y '`
WAGE MIN., INTERMEDIATE
GLACE. I TER
Dols_
50 Ibs/ac
-
WIRES ARE GUNGE MIN.
Rye Grain
Rye Gain
Y
*Straw Mulch
20 Ibs ac
/
v '•
EXTEND FENCE 6" INTO
EXCAVATED TRENCH
2 tone/aC
° =
NUTS 1
1.33 # PER LF
+
Bpirng Permanent Seeding
March 1 - April 30
y
SELF-FAS SELF-FASTENINGSTEEL POSTS.
Lime
2 tons/oc
4 "4
DRIVE POSTS 24" INTO GROUND
5-0-10 Fertilizer
1000 Ibs/ac
v W
v v v N• v `
0-20-0
500 Ibs/ac
d
Scarified Sericeo Lespedeza -...
... __. 50 Ibs/ac
., ,,, '•
BRACE POSTS AT
Ky-31 Fescue _.
_. 30 Ibs ac
LOW POINT
Brownlop Millet
.-
.. __... 20 Ibs oc
'� .v : "'
*Straw Mulch .. _. _. ... _ _ __..
_ _. 2 tons/cc
.Spring Permanent Seeding - Centipede:
Lime
April 1 - July 15
- I I
m I. a)= 1 i __-4
h r 1
�
.2 tons/ac
II -I
1A+Y-
Fertilizer (low nitrogen approved for Centipede)
(Appropriate fertilizer approved
for centipede application)
90' TYPICAL
Centipede Seed _
*Straw Mulch
.. 90 111
2 tons/cc
I
6' 2'-6' l a^
710' MAX.
A
MIN.
Late $pFBlg Permanent Sewing _. .. _. ...March 15 - June 30 NOTE 2
Lime 2 tans/ac
--I (-
1 r I�
10-10-10 Fertilizer 1000 Ibs/ec
0-20-0 500 Ibs/acI• r STEEL DRIVE POSTS
Scarified Sericea Lespedeza 40 Ibs/ac 1 Yi MIN. 24" (EXTRA DEPTH
Common Bermuda Gross (hulled) 8 Ibs cc NOTES:
*Strove Mulch / i REQUIRED FOR UNSTABLE SOILS)
_. 2 tons/cc Toe in backfill into trench and compact the t ; _._
Summer Temporary Cover June 30 - August 3 soil firmly to anchor the bottom of the silt fence so that the runoff is forced
Lime to go through the fence. No runoff 1s to flow under the fence.
2 tons/cc 2. To increase storage capacity and prolong the life of the" silt fence, excavate a
10-10-10 Fertilizer 700 Ibs/ac 6"x6" sediment trench uphill along P the line of
Browntop Millet 40 Ibs/ac P 9 posts whenever possible.
*Straw Mulch 2 tone/cc 4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
sill fence.
NOTES: 5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
1. *Mulch will be doubled if crimping is the method used. (creeks, dlfchlines, swales etc.)
DT,wT�SR v1, Pdnalxam\v CITY of JACKSONVii.i.F, wp,..weFbaNaea. is vrtte aWaesmaTxw seem esPVaw.dJ•Amw•ma
�{, CITY of JACKSONVH LE
N'r ,ic„vu1C. R.0 ]Ewt ::tF FITS F",AI.YI@ry rr.WWL', pbT.Taei Q4.T �• Nr liodmnaiiiha, ».C'AM1 VO wna}IY ,AaaxaR'e11 erANaAReeOGTexe ae.T
SEEDING TYPICAL
�-"r t »a Talons a3JO.Ot °i�� � »a TOS! a35o.01
SPECIFICATIONS '°;�" t®or
's SII.T FENCE
tree ]olio I r l
_-
- - _ rceE - ,-+� 44 n., � 1 A ,. •II _ , e. ^n'r roe - m.IT,
v ...r
SUP RLS'STANT WARNIN'C SURFACE ISOMETRIC VIEW wool
MAXI U S 1
V M LOPE - I2.
('%HD BAIPFSH'P (RAY; '/9"
SFF 2 R J
_
+�'•. 1
NOTE 4 VARIARLF S'.. OFF
NO' TO EXCEED 12:1 i..N P-`8,
3�<
`-z
O�'
-RESIDENTIAL- Ill
'- -T-
ALL JUNCTION 90XES SHALL I II' '
SEE NOT
\
3
is
1
la
HAVE A MANHOLE ACCESS( .,
SEE DETAILS CO6.01 g 63303
TOP TO READ 'STORM' k
6
U U POF
I w
'DRAINS
.y
' - ......
4 '
... ...
RETURN
..........
U
TO WATERWAY"
/
x
""o'd h, -PP AS Ccnwlling Er'+'ss
. "
I z _. IF ✓ WI, I L
^.1^r ... 11 4H,:1 IM
6' 18" or 24'
1/2 R 1/2-R VERTICAL CURB h GUTTER
P
.. 4,177 or 5.56x
• ' NOTE 5
b
r
/I
/ I
/ I
/ I
/ I
16' p. 12"
1/z'R // I MOUNTABLE CURB R GUTTER
I 16e:
/ z 1/2'R
NOTE 5
I /
I /
I/
Y
NOTES:
1. Score curb ,k gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. O 28 days, air entrained.
4. Spill sections will be approved on a case -by -ease basis by City Public Services
Director.
5. Chomfered edges abutting asphalt are not permitted.
Nvtt2A N cam. rwxraw.xe CITY of JACKSONVILLE
r „N eaMeAN C 3MI s wmh rune ,Aor4oi»a,s ITANPM e s em c4 n e o ,,
.- 1n. c'1: �� IM
1/8- RADIUS ' `1/2'
.. PREFORMED ASPHALT
IMPREGNATED /T
EXPANSION JOINT �,.1,
TYPICAL EXPANSION JOIN' DETAIL
R/W
VARIES (SEE CITY OF JACKSONVILLE
I'-D"MIN. SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
i VARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401.01
4' THICK K 11 PSI
CONCRET12
E S/W
1/2� 1/4� ® 12 CURB
♦DN SLOPE PAVEMENT
1T­
+ VARIES, MA MUM SLOPE 3:1, COMPACTED UNDISTURBED
UNLESS APPROVED BY THE SUBGRADE SUBGRADEi(-
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILfrY STRIP
R/W
VARIES (SEE CITY OF JACKSONVILLE
I'-O'MIN., SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
E'n73711V CRAOE VARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401.01
4' THICK 3000 PSI
CONCRETE S/W
h1/2 12
�1/4 ON SLOP" 2 CURB
E
+ PAVEMENT
_ r Z1�1=1I -III
II F IS
• VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBEDL-
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILJTY STRIP
NOTES:
1. Provide 1" deep tooled traverse structural score joint with 1/8" radius
at 6'-0" o.c.
2. 1/2" Preformed asphalt impregnated expansion strip joints to be placed
32'-0' o.c. longitudinally, adjacent to curbs, when butting existing structures,
concrete, or buildings, and at changes in width.
NvtctFr-�� CITY of JACKSONVILLE
ry yo.ew<I1d
r ,rbamlY•KG ]lY, as WITH me ,Aoaralwu arAxoAxo wepPoCwIBMe aaY
TYPICAL CURB & GUTTER Na � _ o, - TYPICAL CONCRETE SIDEWALK Nw
'a..":.,,_,• ��° SECTIONS "° �°,ofir' � , tea° AND EXPANSION JOINT DETAIIJ m P r
- 11 42.56 AM
11!�? 1P AM Cttaila PIII-el b, A-PI4A C_-.ultr -3mee••
CURB TRANSITION
BACK OF HOOD
ALIGN WITH BACK INSTALL RIP RAP
OF CURB ONE FOOT DEVER
TTOOPy1 OF BANK
NO 7
U . • '•
2 _.0"� vim.
CAPITOL FOUNDRY DI-840.03
OR VULCAN V4056-1
�4d�
6' MINIMUM •
`�
FRAME. COVER & HOOD -�
1 /2' PREFORMED
�� �
II U.�AAh
4'-0' MINIMUM E%PANSION $TRIP
�I�
�_
`�-
6' MINIMUM / VARIES PER RADIUS OF
CURB RETURN
o
PSI-PF STEPS PROVIDED
-*
n" THICK 6' MI. OQ' i
Jy9 �'Y CON' SIDLWA' K NIMUM vent ����.`
BY PRECAST
MANUFACTURER OR M.A. I
SEE NOTES BELOW
,t DETAIL 634.02
NOTE 7 INDUSTRIES i � �
1 7 RFWORMED 'moo ice' '' EE DETAIL C06.04
/ WARN DETECTABLE PRECAS STEPS PROVIDED By
OR T
ASPHAI 'M STRIP TFO '2 1 MAXIMUM
G DEVICES" VERTICAL CURB PRECAST MANUFACTURER OR o �� Oo _ (MUST BE 16' WIDE,
E%°ANSION STRIP INSTALLED TO BE T FROM
1Y1 MA%IMUM SLOPE M.A. INDUSTRIES. SEE DETAIL o
PAVEMENT y\ . FACE OF WALL R BACK OF
C06.04. MUST MFF.i OSHA L
1 1/2' REQUIREMENTS. 1/4" COMPOUND STEP AND E GREATER
THAN 12" SEPARATION) T VARIES
EXPANSION MATERIAL 15' OF CLEARANCE MUST
MAXIMUM 8'-0'
BE FROM CENTER STEP
t I \� `WITHOUT ENGINEER'S
^' z OF
/s. v z?-i w�, woaa TO OUTSIDE OF BOX /l// APPROVAL
COMPACBACKFTLD ' L J r y_-- o S h J \`• `'
SECTION A -A
¢' NO' TO SCA_E .. - m .1
_I VAR ES `1 RADJS Or CURB RETURN Z It a FOR PRECAST BOXES, \ /
JOINTS TO BE SEALED
/2 PREFORMCD DEPRESSED C'iRB CEPRESSED CURB "�
ASIHA1 Tim °1 z FOR PRECAST BOXES I '� - SEE NOTES JOINTS EALAN788ER T.
r " � 6 0" 4-0" 6'-0" 6'-0" 4'-C" 6'-0' z H` JOINTS TO BE SCALED
IMFRr GNAT n _. ._- __. x f 3
EXPANSION STRIP L'i MIN' j MIN. TOP OF Z WITH BUTYL RUBBER L f�-
CURB w JOINT SEALANT- EXTENDED BASE I %
i L
RGF y
VERT'CAL CURB ` 1O
--VAR, SLOPE NOT GUTTER ^ / r' FL� ;a •..-`
LINE FILL OPENING NTH GROUT SEE DETAIL 639.01
TO EXCEED 12 PER DETAIL 639.01 $p FOR PIPE CONNECTION
DEPRESSED CURB SECTION B-B NOTES: ,* y Cllq AND FORMED INVERT
CAST R0N MA' Wfll 9U'LT N TRUNCATED FORMED INVERT @ CONSTRUCTION ;a
DOMES !'S 'C BL S_* ILUSH W-H THE 1. Use either concrete building brick - DETAIL 639.01 POURED 3000 P.S.I.
CON CPL-L AND T•-'< EN -IRE SORFACE ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS. CONCETE EXTENDED PRECAST CONCRETE CONCRETE BRICK E'
Rr-*EE`, T'17 MAT AND CONCRETE GLUED 2. Mortar to be type M. BASE
WITH E'CXY CEMEN', EACH MAT IS TO BE S. Concrete pipe to be class IN. NOTES" BOX SHOWN BOX SHOWN
NOTES: AT LEAST 2' _CNG AND 3' VIDE. A. Reinforcing shown Is adequate for a maximum clear span of 4' based on 200 1. Use either concrete building brick - ASTM C55, grade N, type 1
1. Detectable warnings shall contrast visually with adjoining surfaces, either light PSF live load plus weight of top (Non traffic). NCPE 10 design for loads h spans or clay brick - ASTM C32, grade MS.
on dark or dark on light, that are greater. 2. Mortar to be type M.
2. The material used to provide contrast shall be an integral part of the walking 5. Precast boxes to conform to latest ASTM C-913. 3. Concrete pipe to be class If
surface. 6. All boxes over 3'-6" in depth shall be provided with steps (12" D.C.). 4. Precast boxes to conform to latest ASTM C-913
3. Dimensions assume 90' cenferline intersection of streets. 7. Provide 2' diameter opening and additional edge ,Y diagonal reinforcing in 5. Precast boxes concrete strength to be a minimum 4.000 PSI at 28 days
4. Concrete shall be tinted battleship gray. Painted surface will not be acceptable. concrete top at Manhole frame access. 6. See detail 634.02 for miscellaneous notes.
gpNYlLLpry orp.mxmarvwrsw.lm CITY of JACKSONVILLE e�r'A"''d''d'mt0i' A v•e,T. pA"eys°"CITY of JACKSONVILLE yp,es l>. CITY of JACKSONVILLE
4' P.o.Ba 1>s byWA'wwd}i•a•eaa.r V D,ee4mmr4fRLY eaim• ae»//.a.
^11 C I•dw•III•,»C. XNI "e .new SNP ,A[:[aetrveu er4•un'c um_ett'Arxn'. ,rvm.r f hfbm,el4NG LLI Pe wrtv'Mt,ARwMTT I. 4rAN0Am WMwx�Itla,w a,e.r l ~r „ItbaM11A NP 20141 ter wne 9u,Aatfmw STANDARD e6oincwra,rs aar
TYPICAL WHEELCHAIR = - ffi�•
TYPICAL JUNCTION BOX »aT6eab ,as4.oz TYPICAL CATCH BASIN AND w be
Ma RAMP - TYPE I "°;.,� �;_ =''inn w'F° DETAIIJ20"Abp� '�'; _..�^" CURB INLET WITH HOOD XeWIDa4r
r_x
TYPICAL DROP INLET
rim TO SCA1e
PAVEMENT DETAIL
NTS
'•4e r
r r
snr
DEKY MM etc 24' X 3r
cots a tuff
RL
6' -L 1'-8"
1/2' RAD. -\\I _ ^- I _ _
3" RAD.
1/2"
SPILL TYPE 24"
CONCRETE CURB AND GUTTER
NTS
a1%s4•� fit'
0 4
A}t el
Hnv4:rw1
"#eT, •w
w4
,i ell?•
r �",F
APRON
NON -WOVEN
IN 1�
1.5 x d5o BUT NOT
LESS THAN 6' MINIMUM
BRICK
Stor�airi
•d*-
rw DiPP
C11
s--1
CONFLICT BOX
NOT TO SCALE
DEWEY BROS, INC, MANHOLE
RING & COVER
8` CONC,
Construction
A.
Sequence,
Notify Engineer, Owner and Land Quality Section prior
"
to beginning construction.
B.
Install stabilized construction entrance.
C.
sit fence sholl be Installed where shown and on all
down Mopes of areas to be disturbed. Sit fence
EXTEND THE FABRIC OUT
FOOT
D.
andl be maintained until the area Is stabilized cornpetely.
Complete rough grading activities. Maintain eroelon control
ONE AT THE TOP
OF THE GRADE
devices as necessary.
E.
Install Storm Drainage System. Install Block 3 Gravel Inlet
Protection around all inlets.
' •`
F.
Complete fine grading activitles. Install road base coures.
_
G.
Stabilize (aced and mulch) those areas not to be paved
and/or built upon. Construct and stabilize (sod) vegetated
a
,�.'•
edges (sod shall be pinned In place to prevent dis-
lodgement).
H.
Maintain erosion control measum so needed to ossure
I
full functlonoblAlty.
and site antont i ds�Mtail If necessarly.
meant traps n construct sswwalea per
Install( other areas.
=14�T0 BE
J.
Sesd, fortiiz . and mulch di diswro/mulch ed areas within 15 days
INSTALLED
of completing any phase of the grading work
PERPENDICULAR
K.
Permanent for all disturbed areas within 1
TO THE GROUND
soundeom
or no enender days fallowing
working of
complany phase of gradding.
completion
NOTES:
1. Initial course of rip rap to be laid in excavated bed at side slopes. Rip -rap is
not to be laid on top of grade of side slopes.
A v P.OL ®1211 CITY of JACKSONVILLE y i b In
Cl
Ndesmh, N.C.2W1 uw hYrIN'[xe Mzxaa4veu rIANpAeD awn•hc,AlzaNr am.Y
3 END OF PIPE Ne rs
:" `•„ �A� s° TREATMENTS R�3Te:
R/W
R
EMSTiNG ROAD
I
CONSTRUCTION
ENTRANCE
112' MIN.
ABRIC (SEE NOTE) '
PLAN MEW
I. stale ass - r-r
2 As else&^ but not lace Man 80 fad.
a m - Not: less than $is (a) holes.
4. wleM - Net loss Men eel WMM of all pants of
a Washing - or When pace. Anon d IY.
Torn•, seftnent prior bed entrance auto Wise riot -of
way. Sm waning is reeilew. N dldl be ante on a1
ones &to~ with audhw dare wWhich ones Ito on
or oa er000 through sorwbogs. grant Nbo ,
or ~ sinr d metlieda
e. Mehte nta -new ntba oe din be mabhtAwd In a
ow~ which we, present eoddi or No III of
seseam aide While riyih-ar"ny This may require,
db oeletoe droseho adaeand dove so aaMelaN
low to
or
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
a" WAU I 1-1 11=1
G1aN sAe1I-
DOUBLE CONCRETE BLOCK
FILTER AROUND CATCH BASIN (D-6)
NTS
NOTF_T 11rD UMENT ORIGINALLY ISSUED AND AK-ly Y:
JOHN L. PLS L-259 CH 9, 2009..
THIS MEDIA '2
S ERED A CERTIFIED
DOCUME-- .
NOT RELEASED ROR C NSTRUCTION
WATER AND SEWER DESIGNED BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT. N.C. 28539
PHONE: [phone] - FAX: (910) 325-D000
GENERAL DETAILS
SHOIIAANG
RADIATION/ONCOLOGY PAVILION
PREPARED FOR
ONSLOW COUNTY
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: MARCH 9, 2009
SCALE: 1"= 40' F.B.773 , P.69
JOB #2910871
REVISED 3-30-09 SHEET 7 OF 9
xA

PER. SPILLWAY
SF— — SF— SF— SF REV SPILL
.•]0
0 0 0 -------------g o \9�,
4 LINE SPILLWAY
W. W/ CL "B" STONE
2' S I o
L SB�TONE INV�31.
I OW POfNT FOREBAY I k
ELEV.28.00 INLET 30" ST. DR.)
) C•
CL 'B' STONE
3:1 2
IPE
a NORMAL POND
cv
VINYL BAFFLE WALL32
L—TOP El EVs35.5 I I
`—MBOTTOM ELEV.-28p 2
AIN POND I
( �7) co
_ I f
31 2�--OUTLET
— I
4ORMAL034 /COLLAR ANTI -SEEP
(FLEW. 34..00)0)
e mac--- o
1.5' STORAGE / H^<
.5DRAG 100YR STORAGE Cc
(EL(ELEV 35.47)
Treatment Pond - Plan
Scale: 1" = 30'
SEEDBED PREPARATION NOTES,
L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO FLAK
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATIIN DEPTH SHALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATMK SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIE TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNOCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR HALL BE REWIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
e Extend liner to the higher
of the SHWT or 100 Year Elevation.
S.H. W. T.'
Elev. 37.00
S Elev. "E' ili
(100 yr storm) :•:. 3
Inlet Pipe (Size &
Material per Dralnage Plan
Undisturbed
Motive
Material i
"Overexcovate' Pond by 24" and
Backfill with 12" compacted day
material (see note) do 12" topsoil
12" Gay
NOTE CONCERNING POND LINER
Pond liner shall be constructed of 12" compacted clay material
(hydraulic conductivity < 1X10-e cm/sec) either obtained on -site or
from offsite source. Contractor shall provide hydraulic conductivity
teat results to assure material meets the above requirements.
Alternately, Contractor may provide an HDPE Liner with equivalent
effective hydraulic conductivity.
Elev. "A-2"
Elev. "B"
12" Topsoil
a
0
CONSTANT POND SURFACE AREA 15,661 S.F. B EL= 34.00
1.5' DESIGN SURFACE AREA = 18,993 S.F. a EL= 35.00
APPROX. TOTAL POND VOLUME = 51,082 CF
ACTUAL FOREBAY VOLUME = 10,618 CF (20.8% OF TOTAL VOLUME)
to'
Vegetated Shelf Plantings
(See Planting Scedule)
ELEVATIONS
SCHEDULE
L OCATrnu
'Al'
nrSCRTPTION
MAIN POND BOTTOM
ELEVATION
26.00w
'A2'
FOREBAY BOTTOM
28.00s
'B'
PERMANENT POND
34.00
'C'
TEMP. STORAGE
35.00
'D'
LO YEAR STORM
35.24
'E'
L00 YEAR STORM
35.47
in INCLUDES
REO'D 1' SEDIMENT STORAGE ZONE.
CALCULATED BOTTOM ELEVATION
= 28.00
Draw Down
Assy. (See
12' Gay
Outlet Structure
(See Detail)
12' Topsoil
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
e
GENERAL SEEDING SCHEDULE
NOTE- [PLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED, VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING, APPLY LIME AND FERTOLIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TALC
WHERE SLOPES EXCEED 4X.
MATERIAL APPLICATION RATE
LINE 2 TONS/ACRE "
20X SUPERPHOSPHATE 600 POINOS/ACRE
FERTDIZERCI0-10-I0) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA O*A.LED)
LO POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (NHULLED)
20 POUNDS/ACRE
RYE (GRAIN)
23 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK
300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
_Pond Dimensions & Layout
Scale: 1" = 30'
VEGETATED SHELF PLANTING SCHEDULE
SaIf, PLANTING SCHEDULE APPLIES ONLY
TO VEGETATED SHELF AND VEGETATED
FILTER.
SPREAD 4' T13PMIL OVER AREAS TO BE
PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR M PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY HOT LESS THAN
ONE PLANTING PER SQUARE YARD
SCIENTIFIC�
Peltandra
ME
Arrow Arun
Sagaltarin IatTfolh
Arrowhead/Duck Potato
Mdropogm Wrginicus
Broonsedge
Andropopen QUoneratus
DWQersun
Bush yy BeardVass
Coontail
CtratophyUun
Scopus pungens
Cannon Three Square
Lenna spµ
Duckweed
Saururus cernuus
Lizard Tail
Hibiscus noscheutos
Marsh Wscus
Pontederle cordata
Pkkerelweed
Potanoaetan pectinatu
Pond Weed
Leersln aryzoldes
RicdepeCutarass
Corex
ScI pus�Odus
SofNi Step BWrush
Polyaonnun spp.
Snartweed
Juncus offesus
Soft Rush
Nuphar lutfun
Spatterdock
Panicun vergatun
SwltchOrass
Acorus catw4us
Sweet Flap
EUodea canadensls
Waterewed
VaUsnerla a lean
Wild Celery
ZRzanla aquatics
Wild Rice
Embankment shall be constructed of uniform native material (free of
excess silt, rock or gravel, debris or vegetative matter) compacted to
95R of maximum dry density in accordance with ASTM 01557 (8"-12"
Lifts)
Emergency Spillway (Elev. per Site Plan)
I_ Outlet Pipe (Size par Drainage Plan)
\—Anti-Seep Collar \—Outlet-Seep Collar Outlet Protection
<See Detail) (See Erosion/Sod.
Plan)
U
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
work. These plantings shall be installed Immediately upon completion
of fine grading activities. Upon installation of selected species.
contractor shall fill pond to normal pod QB shall be responsible for
periodic Irrigation of plantings to ensure their survival. Engineer
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT. N.C. 28539
PHONE: [phone] — FAX: [phone]
punarTmump ON
NOT RELEASED FORSTRUCTION
STORMWATER POND DETAILS
PREPARED FOR
RADIATION/ONCOLOGY PAVILION
AT
SLOW MEMORIAL HOSPITA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MARCH 30, 2009
SCALE: AS SHOWN F.B. , PC.
JOB # FILE NAME:
SHEET 8 OF 9

1-1/2" Steel End Bc
"Spot" Weld Typ. 1-1/2" x 1/4"
Steel Bar 0 2'
6" ///O.C.
Ij'�I
\"Spot"
\
Weld Typ./
6" Min.
®
d
rn
c �
d c
1-1/2" Steel
.6Angle
Frame Cont.
e
0
all Sides
°
c Cont. Weld/
Ul
"
c to CMP c
(D
936 e d
"' is bo
Z It
d
/
d. _<
12" Min.
°
d
a
L 54" Min.
°
/
"Spot" Weld Typ.
- u
Outlet
Structure
de -
1-1/4" Steel
a
Wall
- <
Bar Stock
Anti -Seep Collar
No Scale
Grate & Frame / Trash Rack
No Scale
Shelf
J —V
5'-0" Swore 6" Min
I � Typ..
o w B-1
00 rL
m m _ Grate & Frame
—_— — — — — i wee Deto,) c
I
f
Draw-down Orifice -
Assy. (See Detail)\ I -
Trash Rack
(See Detail)
Excavate area around
f"
or ice assembly as to
provide unrestricted Flow L
B-1
TOP VIEW
Top Elev. "E" (100 yr storm
110�
�.
at� Not
11
Showy for
II)
e
6" Min, 5'-0"IS uore
Typ..
Elev. "0" (10 yr storm.) p
Trash Rack _
(See Detail)
Dev. "C" (Storage Elev.) p
Draw -down Orifice
Assy. (See Detail)
Elev. "B" Permanent Pond p
1.-6" Ali ;/,
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Precasit Weir
Precast H le
for Outlet Pipe
Precos( Hole
12" Co
,ac .nuu V —Y owuur
SECTION A-1
Grate & Frame
(See Detail)
Cont. Grout
Min.
No 5 Bar "U" Strap
(Coat w/ Bitumostic)
No 5 Bar "U" Strop
(Coat w/ Bitumostic)
CMP Outlet Pipe (Size per
Drainage Plan)
1/4" Steel
Plate
NOTES
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE. INC. OR
EQUAL.
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE & FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAIMNGS) TO ENGINEER FOR
REVIEW AND APPROVAL.
ELEVATIONS
LOCATION
'At'
SCHEDULE
ELEVATION
26.000
DESCRIPTION
MAIN POND BOTTOM
'A2'
FOREBAY BOTTOM
28.000
'B'
PERMANENT POND
34.00
'C'
TEMP. STORAGE
35.00
'D'
10 YEAR STORM
35.24
'E'
100 YEAR STORM
35.47
■ INCLUDES
REO'D V SEDIMENT STORAGE ZONE.
CALCULATED BOTTOM ELEVATION
a 28.00
Anti -Seep Collar
nti-Float Block (See Detail)
(4 CY Concrete)
6" Clean -out
10
Outlet
Structure
Wall
EL
6" PVC
Tee
MEMSE
6" PVC
Cont. Grout
Seal
6" Cap w// I-nitJ
L Drilled Hole �I
Draw Down Orifice Assy.
No Scale
6" Min
Trash Rack
(See Detail)
Precast Hole
for Outlet Pipe -
Precast Hole
for Orifice Assy
of Structure Lo
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
m
6" Min,
Berm To
1
S7 Too Elev. "E" (100 yr storm)
y Elev. "D" (10 yr storm.)
SECTION B-1
IK7 Elev. "C" (Storage Elev.)
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] w FAX: [phone]
POTMOU01M10,)13 MNOT RELEASED FOR CTRUCTION
STORMWATER POND DETAILS
PREPARED FOR
DlAnIATlOM /(1NI(`01 Or.Y PAVII 10KI
AT
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MARCH 30, 2009
SCALE: AS SHOWN F.B. PG.
JOB III FILE NAME:
SHEET 9 OF 9

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01

THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS. THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIE��DJJ UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
ij C
SIGNATURE OF U.S. ARMY CORPS OF tNGINEERS OFFICAL
h-11-LOK
DATE OF SIGNATURE
rtty t Imi oo U3
WETLANDS LINE TABLE Al-A43
LINE
BEARING
LENGTH
WI
4' "W
23.43
W2
N8 11' "W
13.29
W3
N 1 4"W
15.28
W4
7019.47-W
11.32
W5
SI 4'
23.91
W5
SOWN'210E
23.27
W7
•W
19.34
va
1 '41'W
30.96
W9
32.27
WIG
"W
20.75
WIl
T4 '41"W
8.05
W12
'W
10.73
W13qNRQ"l'7rl4"W
15.19
WW14
13.00
W15
15.24
W16
21.66
W1718.97
w16
21.14
Wig
21.15
W20
N 71 17W
23.31
W21
N
24.72
W22
N
22.22
W23
N '48*W
26.09
W24
N2561'r220E
24.05
W25
1 "W
21.86
W28
4 14"W
20.28
W27
N "W
21.14
W28
20*32'3rE
23.41
W29
N
16.61
W30
N '1 "W
17.64
W31
S8003l'OrW
32.21
W32
t ' 7'1 "W
39.05
W33
'W
21.04
W34
S73 443OW
19.82
W35
N 4' -r
23.23
W36
N22OW400E
24.68
W37
N7
36.25
W38
7'44'
27.15
*39
• W
42.68
W40
N 7 "W
1-44
W41
N1 "W
48.18
LINE TABLE
LINE BEARING
LENGTH
Lt
'1 "W
19.14
L2
1 "W
50.69
L3
N71 71 "W
50.01
L4
1
50.00
Ls
4 "
51.77
L6
48.78
L7
50.02
L8
50.54
L9
50.04
L10
5O.01
lt1
36.22
L12IAM
65.O9
L13
1
43.37
L14
S35*42'oarW
58.53
CURVE TABLE
CURVE
I CHORD BRG
1 CHORD
DELTA
RADIUS
ARC
TANGENT
Cl
14' 4"
2U.64
1
411.97
1 217.15
1 111.15
C2
I Nt •4 ' 'w
1 65.09
t1141" 1
3121.36
1 55.08
1 32.54
wiy1
EIS - EXISTING IRON STAKE
EIP - E18STiNG IRON PIPE
EPK - EXISTING P.K. NAIL
SOS - SET IRON STAKE
ECM - EXISTING CONCRETE MONUMENT
R/W - RIGHT OF WAY
D.&U.E. - DRAINAGE d UTILITY EASEMENT
IN 78.39'3e E 13&&V)- BEARING d DISTANCE AS PER M.B.14, P.53
N 7B39.34" E 138.19'- BEARING d DISTANCE AS PER D.B.390, P.625
D.B.390, P.625
D.B.1041, P.351
M.B.10, P.42
M.B.9, P.45
N. .. S. MON. "WINCH"
N-370.499.7934
E-2.486121.0183
C.F.0.9999O96
NAD 83
N.C.
BRITTHAVEN NURSING HOME
NOW OR FORMERLY
NEIL REALTY CO.
0.8.469, P.75
M.B.27, P.45
(ZONED-IND)
r.
(ZONED-IND) / nn _`N
. ' / �"NHITE STREET
/ PROPERTIES
��pF. © ,�q,o�` D,8,1549, P.41
.`�`,X _ 2@_t`ir• _X-1ZONED-21ND'
q IN
�N ® /®•_� Mel, • 4% �a� 0
WHITE TTR IES +�
PROPERTIES � p`� �• ,�
/ `. D.B.1549. P.41
I212
O ,�'jQkO ED IN/D�
WHITE STREET
PROPERTIES I QO /
D,B.1549, P.41
M.8.27, P.21 ,
ONED-IND
�C, It , / /
,
J
O
KE
S
SHPCORP. EIS
MEMBER1 ii /// EIS /
D.B.374, P.184 / It
(ZONED-IND) /i // /
/ It ONSLOW WOMEN'S CENTER. INC.,
f / / A NON PROFIT CORPORATION Q /
D.B.1888. P.734
M.B.43, P.76, SLK-1503 * J
/ / / / �` -- S TV V+ • • -__ -- �IACCESS EASEMEn rr
VEHICUL
-- RAINAGE, UTI TM'
/ 20' D dO O ' 0 NORTH CAROLINA
A� A , LIMITED LIABILITY
/ / I 'M!21
, j�°,yr� eARO�n ' ,°° B COMPANY N
THE COUNTRY, INC. COMP AB 7131ANT4 N D.8.1742, P.081OD.B.788. P.803 O...,= PAOOtt COMMONN.0.23. P.27, I, P.27. BI-1r DJAtO42 P-60(ZONED-Bt)ARTHUR M. SILVER INVESTMENTSC-135(ZONED-B1) M B(Z ►ED- C-t76
SL (ZONED-81) ' (ZONED-B1)D.8.783, P.490 (ZONED-B1) 11 t' 20' D••E(PER M.8.23�P.2 --
' y 1 p ` I, - - - - �1 ------ ---yr1
m��------------------- -- �_�__-------- - - N BOULEVARD=.�:68_-R
R
o-------- 1 - r. c R _ 1470, ygTE �,.. �G'(GR�Ql---------
EN11
1.04 ACRES
(45,190.76 SO.FT.)
7NEU.WA S0
U S, f3.
�'Nf DITC
R pR
�fR
�Y 4V
N
F
f s77 40.e 704j a
PI L-N
DITCH
TOTAL AREA - 54.88 ACRES
(2,390,358.10 SOFT.)
(ZONED -Odd)
49.99 ACRES
2,177,271.17 SO.FT.
26 D.&U.E.(PER D.8.390,
1 �'+_�•
E It
* 20• 41DE DITCH
t 3' WADE WATERS OF
THE U.S.
2
t 33' WIDE DITCH
EIS
ONSLOW COUNTY
MENTAL HEALTH CENTER
(ZONED -Odd)
�a t- ryr•
ACTs!y- Q'
ffwF.J
46Z44,
6�
i
/ /
3' WIDE WATERS OF
THE U.S.
-"•- IP' BENT
'--__-
N/F
JAMES A. MOORE At WIFE.
PATSY MOORE
D.B.516, P.377 /
(ZONED -Odd) f
ONSLOW COUNTY
HOSPITAL AUTHORITY
D.B.1461. P.884
M.B.36. P.142
(ZONED -Odd)
R&G PROPERTIES
D.B.8O3, P.652
(ZONED -oil)
UNICORN
D.B.540, P.158
(ZONED-0d1)
PumpOn Center
I.
Vl
WESTERN BLVD. S
130E 130E
JACKSONVILLE
VICINITY SKETCH
NOT TO SCALE
TRACT DATA:
TOTAL AREA - 54.88 ACRES
ZONED - Odd
SETBACKS:
FRONT 50' ON MAJOR THOROUGHFARES
25' ON PUBLIC OR PRIVATE STREET
SIDE: 8.0'
REAR: 8.0"
WATER - CITY OF JACKSONVILLE
SEWER - CITY OF JACKSONVILLE
TAX MAP: 346. PARCEL 18
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY HE OR UNDER MY DIRECT SUPERVISION,
AND THAT THE ffE�to Of. CLOSURE AS CALCULATED BY LATS.
REPS. IS Li hJ10�
WITNESS MY HAND 6 SEAL THTL13if DAY OF VI&A-i
JOHN L. PIERCE, P.L.S. pt -r5`/fpR0 ".,,
ON _ ``\ 1
El pp,Q E
f, ONSLOW MEDICAL V44)
PROPERTIES, LLC 0 ' . '"
' � M.B.1741,43. 216 `` `` p/NuL
I(ZONED-08d) ---a--
s f
.pt 5G
\�•OynY� i
it
j QS3�� W
�.----------- =s-!el N.C.G.S. MON. "MALL'
-- - N-373 648.1336
E-2.485.532.5231
BOUNDARY & WETLANDS SURVEY
SHOWING
ONSLOW COUNTY
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE A ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
-�•d� PHONE: [phone] DATE: MAY 4, 2005
SCALE: 1"- 100' F.B. 752, PG. 12-
JOB #255321 FILE NAME: ONSLOW
GRAPHIC SCALE
( IN !'I:1rf )
i LnOh - 100 ft-
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(1

WEIL%NUS
LINE
LINE TABLE IA
L-A�l
BEARING
LENGTH
WI
S32131y5ww
23.43
W2
N6511' •W
13.22
W3
N 'W
15.28
W4
7 1 '479Y
11.32
W5
1 4'
23.21
We
1'
23.27
W7
•1Y
19.34
WO
1 16'41•W
30.96
we
•W
32.27
VA
'W
20.75
WIT
74 '41'W
8.08
WI
-W
10.73
W13
S5036,311W
15.19
W14
N •w
13,00
W15
N71'4 ' 1•W
15.24
WIG
1Y •W
21.86
W17
N i14'W
18.97
VA
N 1 '4 W
21.14
wig
N 11 ' 'W
21.15
W20
N 71 '17'W
23.31
W21
N 7'
24.72
W22
N '
22.22
W23
N 1 ' 'W
26.09
W24
N 17'
24.05
W25
NI ' 'W
21.56
W28
N '14'W
20.28
W27
N44' 4' 'W
21.14
W28
N
23.41
W29
N '16
16.61
W30
N 5'11.W
17.64
W31
1'0 •W
J221
W32
1 7'1 •w
39.05
W33
S25'04*34W
21.04
W34
714' 'W
19.62
W35
N 475'07•W
23.23
W36
N 70'
24.68
W37
N1 3 ' 9
36.25
W38
N r44
27.15
W3929•Y/
4i-68
W40
N6 37' 'W
38.44
W41
N1 '40' •W
I 48.ie
LINE TAKE
LINE
BEARING
LENGTH
L1
1 '11•W
19.14
L2
, W
53.73
L3
NI
55.20
L4
SI 0'00'49"E
55.09
L5
N71
117.38
Le
N
I72oe
L7
1
1".41
L8
'4e
51.77
L9
4e.7e
L10
'41
50.02
L11
7
50.54
L12
N74
50.04
L13
N41*31'47E
50.01
L14
N 1'
35.22
LEGEN➢
EIS -
EXISTING IRON STAKE
SIS -
SET IRON STAKE
ECN -
EXISTING CONC• NON.
SCM -
SET CONC. MON.
-E- =
ELECTRIC POWER LINE
PP •
POWER POLE
MH =
SANITARY SEVER MANHOLE
PH =
PUNIRIOUSE
DIME =
DRAINAGE & UTILITY ESMT.
RRS =
RAILROAD SPIKE
ST =
SEPTIC TANK
PCB =
PROPOSED CATCH BASIN
ECB =
EXISTING CATCH BASIN
TB
TELEPHONE BOX
GW -
GUY WIRE
SIR .
SERVICE POLE
WV =
WATER VALVE
CO
CLEAN OUT
FH =
FIRE HYDRANT N.C.
RCP
REDIB'ORCED CONCRETE PIPE
CHID =
CORROGATED METAL PIPE
EB =
ELECTRICAL BOX
SL
SECURITY LIGHT
\ / HILB166 M. JONESD.B yy
TRACT II
9
(ZONED -]NO) nm
\ (VACANT).ar mM•e ';•
A" 404
ham.
r $ 1.04 ACRES
\ .s1xin xirr.
•9Y
-1.
\ / 404 WETLANDS
av
0. P
b 1 EIP
4r
BRITTHAVEN NURSING HOME
NOW OR FORMERLY /
NEIL REALTY CO.
D.B.469, P.75
M.B.27, P.45
(MEOICAL/NURSING HOME USE)
dp
JH JUNCTION BOX
B. \ m
C.= CATCH BASIN s°P`,.
D.I. DROP INLET
V.M. = WATER METER �\
CAA CABLE T.V. BOX
MBL - MINIMUM BUILDING LINE 8
HL • HELD LIGHT
LP = LAMP POAT
0. - GROUND LIGHT �~
BA - BASEMENT ACCESS \ )
® SIP
LS = LIFT STATION `-
FOR • FIBER OPTIC MARKER O
3 NHITE STREET =�
PROPERTIES
D,0,1549. P.41
,O, 40�0a, M.B.27, P.212 Q
\ /4�f4S 4rR �b (`(�4µ0'q(VACANT)
^'q
eg4e �c
UaGfJ
MHI7W2 STREET / / \ PROPERTIES ?
D,9.T549. P, A]
7.
\(VACANT) Zi p
\� 20.9
1'
\\ y\
WNItE STREET ma .
PROPERIIES
M B ]49, P 41 'F20 Leh,/
1
(VACANT)
W000 AREA
\ APPROX. NCD01 R/W�
3.9' 4r
0.� SI . wa
d Q� p } •Ya t•� _ WOODED AREA
b
,ONES ONAOW ELECTRIC
MEMBERSHIP CORP
D.R.AA. P.Aa
(POWER COVPAN")
ONSIOW WOMEN'S CENTER, INC.,
A NON PROFIT CORP
ORAndI
D B IBM ie 35L,K-1503
(VEDI3. ICE USE)
(MEDICAL OFF
AREA
v�
-o
o-
I- STORY
MAWTENWCE
F.F ELO
F.f QEV.-39.07
else S.F.
•mom`
b4
a..
ONSLOW MEMORIAL HOSPITAL FOUNDATION
D.B.1041, P.351
(VACANT)
44.72 ACRES N zo,1°P"e'R
1,947,948.74 SOFT.
4ry'84"� 4e'41N
(ZONED-0&E1) �e,a
(/ DETENTION
POND
e'
CS
0
N,RW 4{
w 8 b d o- ..A•"r`w al. Daw
SANDY RUN MISSIONARY BAPTIST
57gT EP CHURCH APARTMENTS 1, INC.
11.8.396, P.586
(ZONED-TCA)
\` (APARTMENT USE)
ONSLOW COUNTY /
MENTAL HEALTH CENTER
(ZONED-0&1) ry
(MEDICAL OFFICE USE)
Qr
k ��s�
C� 4' ^ /
BED)
M 71.08. '9?' ���iF
ABAYOAI OSUNNOYA AND /
E J67. i8, ,i WIFE ADESOLA AWOMOLO
4 D.B.2450 P.146
® (MEDICAL OFFICE USE)
3 v
`< v i9 gi
..,..Ow
c h
o- OL a
84 ar
uW o- P 1A•owrt /
I P. 1Iti.11h&s ,...,a
d
Lv--T
EXISTING HOSPITAL
7-STORY BRICK
210.393 S.F.
TWO STORY BRICK ADDITION
EXISTING
83,455 S.F.
a
8
o-
o-
19
•'t'aASp AREA<r 31'
y ♦ "'e. IS 93.EIS
Jq q bAAREA.0RAINAGE
PNA 22500 10 1 8.31' VEHIC LAP: ACCESS E ENT ra.
/ CT A 20�n Y. L C-13)
23„•s'I•""uu '4
(AS PER M.B. P 7 EXISTING b a
,•„a, ,y„a, 1-STORY
BRICK BUILDING 4
/ Exo n F�-'1 �• '' `^m ? I I (MOTORCYCLE SHOP) PROPOSED PFAE`•
ouk NGBLOCKrORy I 1� I Q o NORTH CAROLINA 20
LIMITED LIABILITY q m
{ r COMPANY
I 1-STORY i 0.8.1742, P.0810 -
ry BRICK A CINDER BLOC 5p e
£ I I
/ eulLwNc- k I A I &U.E.(PER D.B.390. R.. �) --
g25
a RETAa USE _�, �2 , I D. BLAMi NARROW � ,F ,R CREATED AS PER D B 382 P 1
l ALLAN EN. BARKER
YO BC, ^C AS TENANTS m
ARTHUR M. SILVER INVESTMENTS W m R NOPiN CARO �wI pgOK py,N
D.8.783, P 490 41, TIRE COUNTRY, INC. UMITEO uAem .m22. P.645 • d 5 10'OB 00" E 5'
/ o D.a.76e. P.603 %
COMPANY 411P o-
W
O.B.1749, 60001 2\
QOy� 'A 20
�ae'7 I >a'xi IJ" o- •o
BOUL�-
TERN
, 1 C S R. 1 470 LI `•W �- --_-- -C
1�I�-li. J. N 10' 15i W 03'20 �� 51 "v ;ze U -�
-��"�- 1n
LO
N. C.C.S. NCN. "WINCH" �� ---�-- 11 gN4. 7 ANDREW G. OAVIS & 1
N= 370,n99J934 -� DWNR, LLC o� p BETTY A. DAMS
_ - ��� D.B.1674, P.700 1 - 11 O.B.2157, P.250
E 2.d86,'21.O1B3 $
C.. 0.9999096 _�-�- _--- -- --- -- (ZONED-Bi) � ,�P09 I � � (ZONED - 81)
+.ec 53 3-� `dp O�'
r
D 8. 39C. P 625 n O O
D.9.an P 20ar LT
D.B.104'. F' 351 R W
1
M.B. , 45 1
rJ.B.9, - a5
CURVE TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S86'1!'24"E
214.64
36712'00"
411.97
217.15
111.16
C2
510'43'S0"E
65.08
I'11'41'
31 Z1.3fi
65.08
32.5!
o-
ae
$ M6ww is
-0
PP
w
ONSLOW COUNTY
• HOSPITAL AUTHORITY
aC MP E.8.1661, /
a M.8.36, P.142142
,•,a �, n,e .,A / (MEDICAL OFFICE USE)
aD HELICOPTERPA
84 „,
aAR d cow.,
C
,•,Mu Ha=+F � ART
we •rA \ 60• R a
aA, Pia
84 a o y^,L„•,•W a' tl a d Prv� b R&G PROPERTIES [1 i
�0.8.603, P.652
(MEDICAL OFFICE USE)
yI r rurP U, a we wi \
I A„t ar. v
d UNICORN /
0.8.540, P.1 S6
(MEDICAL OFFICE USE)
� T
b4 6 f \
2tT
�► bq %� \
Pqo�O
w
o- o- 44e' ,41 S.
("co"
CAL
J, -<16
bq s ust,
••
ONSLOW MEDICAL
PROPERTIES, LLC
0.8.1741, PA
M.B.43, P.216
(MEDICAL OFFICE/PHARMACY US
a➢ bq ,o-
o-
II B
aR+ JACKSONVILL
E JACDOCT
P�RS
ARK INC
PA
RK
D.B.
4B0, P.317
TAII USE)
'RIAN & VEHICLE EASEMENT
4 N.C.G.S. MON. 'MALL
-� S S 01'55'45' E 627.14' (GRID) N.373.648.1336
AR „r E-2,4 55,532.5231
C
a' .� PZ
-0 t44 ✓ 65.7�Qy
A7/T/filllll{{{`•
�Ilt I
ONSLOW COUNTY
512 MILL AVENUE
JACKSONVILLE NC, 28540
910-347-4717
DEVELOPER:
ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE, NC 28541
910-577-4705
/VE^
CROWN AMERICAN ACQUISITION
ASSOCIATES N, L.P.
D.B.1459, P.596
(ZONED - 91)
.. Pumpkin Center
n
Vl
7
WESTERN BLVD. rS
t5oe
JACKSONVILLE
VICINITY SKETCH
NOT TO SCALE
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:15,000+; WITNESS MY
ORIGINAL SIGNATURE, WCE_NSURE NUMBER AND SEAL
THIS,'&_DAY OF AAAR 2m. �Izbt i
ru
JOHN L IIIIIERCE P.L.S. L-2596 O�cFE..... •.�/�'
0
SEAL 9
a 9 L-259(3
,F 0-
Az.'
9 US
gso3 7
EDA
NORTH CARC,, NA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF MVIEQ QUALITY
NOT RELEASED FOR CONSTRUCTION
SKETCH OVERVIEW
DRIVEWAY / PARKING PLAN
SHOWING
ONSLOW MEMORIAL HOSPITAL
PREPAD FOR
ONSLOW RECOUNTY
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: OCTOBER 5, 2011
SCALE: 1 "= 100' F.8.773 P.69
JOB #2010-12248
REVISED
10-28-11 GRAPHIC SCALE
( IN MEET )
1 inch - 100 fL
SHEET 1 OF 4

..wzrz I Pumpkin Center
STORM PIPE DATA
Rational Method: UNLESS OTHERWISE NOTED)
O=CIA 0-(0.65)(7.25)(A) 0=4.71(A)
PIPE AREA(AC) a SLOPE LENOTH(FT) SIZE(IN)
A 0.75 3.53 0.33 60 15
B 1.25 5.90 0.30 72 24
SITE BLOCK
Existing use (s): Hospital
Proposed use(s): Hospital
a 34.76
�.53.1I 3288
\ /5.75
��\ \ 35\7�z,j� \ �/ 3a.90 CLEANED
TO BE \
+35.66 �S OUTASSURE To
5.75 \� 2.93 ASSURE P09RVE DRAINAGE
+35t7b
.76 36.Q/,.ji\ 11 35.32� i/ 4.73
gTai INV.33.2
\ / \ � +35.92
p
35.43 ��
EIP i�
\ TP38. t _
t6\.
1
Q r 136. ,
/ 34.92 35.88\ 1 1 1
V f ;
SITE ADDRESS: 317 WESTERN BLVD.
36533.37
.* /
Acreage in active recreation: 0
/ f
/
/
30%
Number of lots: 1
6.02 1
Current sitegO0
by 35.35
Fo 333.29
+
24.0'
Proposed site zoning:
.
3520
Total acreage: 44.72
Acreage development impact area: 0.95 acres
/ TP 6.00 /
\
G.
�♦
minimum lot size: N/A
35.64
/ 35'70
average lot size: N/A
/� 30.0'
ownership status : OWN
ra // 53 IN .SO
`
TAX ID 346-18,E,E
DEED REFS: D.B.390, P.625
D.B.477, P.204
/ r }mil +
(� s + 75 +35.43
35.87 36. 3,
3 a / +
♦
D.B.1041, P.351
M.B.10, P.42
M B 9 P 45
/ y +36.23 / / FO Ts 35.73
/ 36
+35.46
♦`
AI
+36.24
+36.36
+36.41
34sH
PROP ESL
3:1 SIDE SLOPES
\ 9 \+36.47
�� DITCH V-J8.0
♦, 36.49 +36.30
+36.95
Notes:
1. Existing ditch banks are not to be disturbed
and if existing ditch banks are disturbed, they
shall be re -graded to have 3:1 or flatter side
slopes and the centerline graded to produce
positive drainage.
2. There are no areas of environmental
concern other then those shown on plan.
1308
WESTERN I BLVD.
JACKSONVILLE
CONSTRUCTION SEQUENCE VICINITY SKETCH
1. OBTAIN PLAN APPROVAL. NOT TO SCALE
2. INSTALL ALL SILT FENCES BEFORE BEGINNING GENERAL CLEARING.
4. CONSTRUCT ALL SITE IMPROVEMENTS.
+36.60 5. MAINTAIN STRUCTURES DURING CONSTRUCTION.
6. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE.
+36.. 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN
STABILIZED.
PARKING REOUIREMEN TS: / 33/�(434.97 + .85V \ 35.38 491 3 , `�, DITCHCLEANED p ynVVEE
/ / +36.22
" ) 5.98 �,5� 11 S.Y. e'RW-RAP 35.8Q + 5.20 � � gtA1NACE 36.18
One space per every two beds and 1 per every 11 11 TH7fD �♦ Ts Mv.33.a
3 employees on maximum shift / / /f 36.36 s� 3ss7 �a T ♦ +; .93 ♦ a 3fi+2 36 35- 33.67
599 EMPLOYEES/3 - 200 SPACES / 1��/ / ♦ ♦♦ fir. R3o.o' �� �34_ ��-
133 BEDS/2 = 67 SPACES // T /f✓s5'27 36 4 ♦ 6. + ♦ r r� 35 CB
SUB -TOTAL = 267 SPACES / 7` / +3610 ♦ ♦ 9.3H , e f
20R reduction: 53 / 3640 / / } 36os3522 36.39 3�oa ' 7.oD
+36.72 35.32 ♦ 40.- \ / i� 36-9�
� 37�� ♦ 37.33 s 36.9 1 +37.03 +36.85
Total required spaces: Zta 33555665.53g�/+/ / /J1 +37?7 ♦ \ ` / /.i �j -
NUMBER OF EXISTING PARKING SPACES - 765 35.2/ 35_ +35.78 ♦\ \,7 37.22 37.32 37.DL
SPACES(729 REG. & 36 H/C SPACES) PROPOSED / PRaP DITCH ♦ \ +37.54 8�37 47
PARKING ADDED - 41 SPACES / / / ♦ . 7 TP37.3 /
PROPOSED PARKING REMOVED - 4 SPACES / +35. 5 / s t SIDE SLOPES +37.36 a 9 37.71
NET PARKING ADDED - 37 SPACES ♦♦♦ i / + �` 8.22 %ICOMTILE RAP
TOTAdcPARKING
SPACES)PROPOSED
- �42 SPACES(766 / / 36.60 +�`'♦♦ // so +37.91 UNDERLAYMI„T� �9 5 2 CS AC S
H/C/ / // 37.95
/34/
� 54 �Y �DITCH To BE + 8 P�•0 �HANDICAP REQUIREMENTS: E 7.22 U7.2 1 +3 37STANDARD SPACES 589 29.
( ) =11.8 y ASSURE pp9TVE S��SOY�e�LPE--RAP ♦, 33./2 fOUTPATI NT SPAC S 14 1 =14. P
� E 0( Ox) 0 �/J uNOEa,aw1�T STOTAL H C SPACES REO = 25.8 (/ 37.94+ 3 ea }3612 y� L07
36 H C SPACES PROVIDED 'ki GRADING DITCH qra INv-3e.o 3� / 38.24 5 tsa ar W T p ARKING
/ / e� tJM1T5\\ I PROP SAS q DIV.33.B FES INV-3323 / 3873 RNL TO BE ASPHALT
1 IIt 3:1 SqE 37.73 7 89 3B' 7h ; r ' 37. / ` I
Compact spaces allowed (25%): 200.5 / / 3+9 .. 1"_ 9.SC L
Compact spaces proposed: 0 / 7 7.65
J 346 .79+ .: .3%$(I -;6� -3.3j8SP
35+4 g7N%'H IIIV- _ ., ,., r r w
35.1� ,�•,. 36.05 �jj.05}�'as' 7. 4 37.97 38.49 I
Vehicular Surface Area Existing: 431,368 s.f. +n, ='35�+3Bes, 3673 36.95 }�
Vehicular Surface Area Proposed: 423,156 s.f. / PP 35.26 +36.2y 3-1'SL 3
Q 37.61
Difference: 8,212 s.f. / 35.06 / .�. �°' U of /
POWER COMPANY: PROGRESS ENERGY 34.91 �- j
WATER AND SEWER CITY OF JACKSONVILLE s 16 e00 °ORaweOFssas i� r = = 37.s7 �= I N
/ + 3 TY 17 ♦ Tc3zo .. - - - r rc37. •'� 4W I r I I 1 S S AC
/FROM PBRWT Na. 37.1- ...• +" 37.39 TOPR1AG1< MH I.p
/STaRMw DITCH I1V-_ ., 2 .. PROP. PMKRK37.45 MV-J3.44 F V 1
p i 35
�, .. r Tr37.7 + BIRD TO Hm 38. B.a6 CB \�
37. tT- + TO BE AODEO ,Te 37.55 .92 TOp.3B•OB
z,etb IYPIGKI STORMWA - HNv.33.90 PARKING LOT
ov+s T317 f3e-�33
.26 ;+ 38.98 tl I ASPHALT
/ 1 37.5438.42 ` 240 / 138 9.5WV38.66 } 411 1 A'ZSP
j} SL 1�'I�
38.56 "' I
385 0 � I MiL
Frcun•
M.B.
- MAP BOOK
D.B.-
DEED BOOK
P.
- PAGE
EIS
- EXISTING IRON STAKE
SIS
- SET IRON STAKE
OP
- EXISTING IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.K. NAIL
FES
FLARED -END SECTION
R/W
- RIGHT OF WAY
MBL
- MINIMUM BUILDING LINE
C/L
- CENTERUNE
PP
- POWER POLE
- E-E-
POWER UNE
CO
- CLEANOUT
WV
- WATER VALVE
WM
- WATER METER
FIR
- FIRE HYDRANT
ST
- SEPTIC TANK
SSMH
- SANITARY SEWER MANHOLE
TB
- TELEPHONE BOX
EDP
- EDGE OF PAVEMENT
- TRAFFIC FLOW EXISTING
.F.
- TRAFFIC FLOW PROPOSED
SF
- SILT FENCE
GIN
- GUY WIRE
EB
- ELECTRIC Box
100.IC- EXISTING GRADE
,MD- 1
- PROPOSED GRADE
TP
- TOP OF PAVEMENT
TIC
- TOP OF CURB
®
- STOP SIGN
DI
- DRAINAGE BREAKUNI:
- HANDICAP PARKING 'SPACE
- DRAINAGE FLOW DIRECTION
T
- HANDICAP RAMP
• _
l- -- GRADING LIMITS
CB
CATCH BASIN
01
- DROP INLET
JB
- JUNCTION BOX
OU&E
- DRAINAGE AND UTILITY
EASEMENT
e
- PARKING BUMPER
RCP
- REINFORCED CONCRETE PIPE
SL
® �V/ u
I 38.32 fit-. H.36
CONC. � .38.08 � LP
59
- 37.40 WALK 3781 I
37.68 �� JJ--(( OCC' 4 EII
3s.a2 SL}(
r SL
I VCT�� 1
37.31 ' r-11 38.01 I TB CB
Cry ASPHALT PARKING LOT Iq DI - -
ASPH O1 37.52 P
01, sIv-;s.o j J CONC. I 60.4'
�1 WALK
I�pp FOM EB 111 rr
37 6. 5 / 1 \ I 111 I O`��\ '(tt
Sj••, �'
56,7✓1�� �� +35.01% ` I I rEN 01.yy'G
6 6.52 ❑ DI 00 S
r
�sL
148
5.31 t 0 16 b • Jr
.21 \` BOLL NOS O``.tI ``���
�°A �ADDEO WAIM
��38 �,-'� k350 STORM \
/MCAI OENg i9'fD317
�DITCH L�eTN& _ 3670 DI Crystal Coast Engineering, P.A.
B BUMPERS _S� �3647 36.59 37.08 37 43 ❑ ♦� / r 1 -74-- G--V Civil and Environmental Consulting Engineers
- _ s� �- David K. Newsom, PE
/ V �s PORTION MV ID36.70 '� r John R. Freshwater, PE
4,640 FROM Law pERgaTYSWB OS27 37
W'Y 38re 3620 .98 �>o �- T O 1 SL 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
51ORMWATbl.PEAwT 37.42
TG3z � � PHONE: (910) 3L License No.! C F2553 910) 325-0080
9.2 23 SP C
I�
�� �_ _ � �� DRIVEWAY/PARKING PLAN & BUA SUPPLEMENT
•- 37.2o ' PP I PREPARED FOR
�-
/
V I I& 37.26 �I In17
9.i CE T
SP I
T�
I
/ PP DERGROUND G�
N / LECTRIC "� ��
/ PP / D /
�35.21
=DEMO AREA �' = JAPANESE HOLLY(4)
(8,266 S.F.) AC
= PROPOSED ASPHALT )n = WALLOW OAK(i)
(7,167 S.F.)
0 0`
PROP DITCH E S 1 �- k ,., 58,53
STEEL04 4 r.1 ODE 35.53 57 SL - 1
ELECTRIC LINE 35.
37.36 38.28 3 57
/ SUPPORT TOWER +3s. ! '�
3y
/ �I �3H
e S.. WMOTExTLERAP
/ UNOERLAYMENT 1• '' 05 ��' AOpEp
\ ♦ 0 IDF�JISI C Iy gT70RMwATER
r r � 3H.2H �TY�Po e
HFGIA
.06
8 35.3 1 ! 2 gT 37.t00 1,
7.01 5
3714 37.064 ,
Q) / / 35.50 I V 36.93
PP + / 35.71 ! 3 36.97
FO .
35,79 EIP 35 70 +35.62 +36. 1 ofTCH WIV.33A 3�
K 8 .
�\ JA + 36.66 6 15.73 R 35.3
j ` +35 / 1C3 •0 12€(�JA
/ + GRADING
/ el36.za LIMITS ;
ti' , 1 290 . Pi
37.13 D.I ^
CALCULATION OF REQUIRED LANDSCAPING
AREA(EXPANDED AREA ONLY1:
Proposed vehicular surface area: 7.167 S.F.
Impervious Surface Area (w/o bldga):7,167 S.F.
Impervious Surface Area (w/ bidga):7,167 S.F.
Required landscaping: 860 S.F.
Required Interior landscaping: 430 S.F.
Provided interior landscaping: 435 S.F.
Provided exterior landscaping: 540 S.F.
Total Provided landscaping: 1025 S.F.
Total disturbed and exposed area: 0.9.7 acres
Impervious Surface Ratio: 0.173
/of trees required: 1
#of trees provided: 1
#of shrubs required: 4
/of shrubs provided: 4
STORMWATER CALCULATIONS (SW8 950317 MODIFICATION1
LOW DENSITY PORTION:
4,640 SF IMPERVIOUS TO BE REMOVED
HIGH DENSITY PORTION:
4,350 SF t 145 SF t 2,815 S.F. - 7,310 S.F IMPERVIOUS TO BE ADDED
3,650 SF IMPERVIOUS TO BE REMOVED
TOTAL 3.660 S.F. OF IMPERVIOUS TO BE ADDED
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PARBY
JOHN L. PIERCERS&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 5, 2011
SCALE: 1 "= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ0)1pnc.com
GRAPHIC SCALE
REVISED 10-28-11
( IN FEET )
I inch = 30 ft.
A
SHEET 2 OF 4

Pumpkin Center
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGIN4L SIGNATURE, LICENSURE NUMBER AND SEAL
THIS--JU- DAY OF -�{, �"'I , 20114_ . \\\\\1\1WCAlnp//////
LEGEND'
M.B.
- MAP BOOK
D.B.-
DEED BOOK
P.
- PAGE
EIS
- EXISTING IRON STAKE
SIS
- SET IRON STAKE
EIP
- EXISTING IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.K. NAIL
FES
- FLARED -END SECTION
R/W
- RIGHT OF WAY
MBL
- MINIMUM BUILDING LINE
C/L
- CENTERUNE
PP
- POWER POLE
- E-E
+ POWER LINE
CO
- CLEANOUT
WV
- WATER VALVE
WM
- WATER METER
FH
- FIRE HYDRANT
ST
- SEPTIC TANK
SSMH
- SANITARY SEWER MANHOLE
TB
- TELEPHONE BOX
EDP
- EDGE of PAVEMENT
- TRAFFIC FLAW EXISTING
...
- TRAFFIC FLOW PROPOSED
SF
- SILT FENCE
GW
- GUY WIRE
EB
- ELECTRIC BOX
+00.CO- EXISTING GRADE
�I
- PROPOSED GRADE
TP
- TOP OF PAVEMENT
TC
- TOP OF CURB
®
- STOP SIGN
DBL
- DRAINAGE BREAKUNE
- HANDICAP PARKING SPACE
- DRAINAGE FLOW DIRECTION
- HANDICAP RAMP
- GRADING WITS
CB
- CATCH BASIN
DI
- DROP INLET
JB
- JUNCTION BOX
DU&E
- DRAINAGE AND UTIUTY
EASEMENT
- PARKING BUMPER
RCP
- REINFORCED CONCRETE PIPE
�N Ao
SEAL
r L-2596 ¢:
•y Or
I//ItryIII!1111111\\\
4'
.27 + 34.76 / \
J.53 i� 3Z'88
\\
� \ 130
34.90
�\ 35Z7�a�t��/
+35.66
+35.78 36.Q/.°rP•\55)8 \
35.32'� V \\
\ 4.73
� +35.68
35.43 36 64 3 ���\ EIP
\ 35.28 / 3°5.29 EIP +35.
35.97 33.29 /
1 � / +36.24
d
S6.
34.92 588
n
Vl
VESTERN BLVD.
JACKSONVILLE
/ 3 + I +36.36
//� 34.73 � VICINITY SKETCH
I / / 36.60 36.21,* I�. / /.1�
V I }3G41 NOT TO SCALE
/ 36.54� � / 33.31 J
/ / l 36.21 }36.95
\S1 35.35 6.02 y3.29 /
JIB 9 /
/ I
36.31 + +36-60
rOO 35.64 /
/35.70 `�\
/ / +36.58
� �35.3 / /1// i' +36..
++ 34:75 +35.4/35.7+3
\ +36.47
35.87 � " {36./ 3 . 4
/ //� P +35.46 +36.23 f0TB +
36 / / \' 35.63+ 3B 35.59'_ 3649 +36.30
/ 33.491 BSI x 35.3B <
�34.97 + V \ �+34.9�1
598 / . 5.80 \+5 +36.22
618
/2 h36.36 �55® 35.97 / \ i _-
(//"S///+3 .93
5.27 10 36.27 i3} 97�-
/ \ +36. 3 a +36. �5.38 CB
/ 36.40 �j / / // \ 36./ i / i 3�
/ / }y6?2 35.32 �� 36.05
/ //J[ 43i / + �. 35.22 36.39 / / /F 3�.Ob' 3 -
36.19E /� 37-� / 6. 7.00 � -- -
37.33 \ +3703 +36.85
/ 35.56 +37,17 _ / ///
5.53
35.2+35. +35.76 + a7 ^`
/ / '�37.22 37.32 6 :�t37.Qt
� / -L+3 +37.54 � BB 37.47
+35.¢5� 4/
I / / / + 37.71r 6.22
�i }37.45 / // +37.91 °� 5 CB rS
36.60 / / so � g. �1y_S qCt}
/ / / / 37.98 i-• �. I I
+37.54 / / �50 lr
I�
! +37.22 37.28�%/ / / 37 1 / 1�
.76 +38812 SL
/ 5.34 / 37.94+ }7.7534. // // ,//} .sa 35-24 �( 73 ASPHALT PARKING LOT
/ 37.73 38+1>�F 7 "P,'y/ '-- 37.
36.79 + 4j7.89 _-�3643 // 37 5
r�
/ 36.79+ J +37.45 -37'.} �-36• 3.3 A / � L95 8SC°35+4 / 37.17+ �"F�-�36.03 95 sue•- 7. 7 4 37.97384935?+36.83 / 36.73 may( 36.27 36.99 + =�� S.{ SL 3/
z Iry 37.61 �/ i
35.06 / // / 1�
/ 34.91 / r•-�- / -'y-� 5, �' N II i
SL+-�'( 1184
Ci+5.16 37.14 + 37.39 DRARMKB M1 �/
-- I T
IN -FH
37 �-
20 -"' v
8.35
46
37.55 "4 TTBO 38.OBB --,/
x501N7ERVOR--�'-•26+38 ax 38.98 �I ASPHALT PARKING LOT
f3f.33�V2aa' /-38 38 9.5.37.54 W\/ + . I� � �I
/ 38.28 �.. 38.66 3 40 1 , "'� j22 SP
SL-I® �34 -- ® 3858 .56 3871 �-V 37. 38.55 -.
I SL3.{ +® � 4 �LUi
STEEL k � 39.61 �� a• I 9I �7 J
EEL / .04 .58 -k� V ' I 35 + 38 SL ® 38.32 L�.1-ELECTRIC LINE 37.36 37.78 3e.zs 3s.r �+� 8.36 Wd37.8, y6.De-
P s.a \ �I 37.68 I LP
SUPPORT TOWER +3 J� _ 37.40 69 CC
/ L
38 38.31 / 4 3702 � SL SL
/ 39.25 �� .31 1 '
/ � � �38 T 37 r-, 38.0 L111-
KING LOT I TB CB _ rn
/ \ I ASPHALT PAR I- S4. j 37.52
I� I 0 _ - -
/ 4
/ 3s.30 HI � CONC. I FOM 60.
\ I ys.zs I
34.81 1 ` WALK - EB
2 5 37.
7INTERIOR 00 37.06 I Itl I
OQ) \ ��Q-v / / 35.50 / 35.71 37./1/�4\ 37.O6,I,� 35-937.01 37 6 37 5+/3 .07 a0
36.86
f0 IIJ) �/ 36.56 ypODEN 36.6 36.70 �36. 36.52
DDI
35.79 pP/ + +35.62 +36.82 I 36.58 36.56 BRIDGE 36.38 36.32 I
35.70 36.59 �3.53 +35.2 I SL
+35.4 I 36.27 36.45 36,21
/�36 +35.31 \250
SOLI
+35.60 36.73 6.55 + +35.32 3�10L36-16 �r 5.91 EXTERIOR
/ / J -- EXTERIOR
+ 36.66 35.37 35.89 35.88
}3562 / 12 35.6535.65
I
/ \ / 36.28 \- 8 35JZ�jh \ `�
�, EX IOR � - -36"��-'35''1� ''�- -- 36.70
EX _S� ❑� I I
�6_47 �_ 3fi.59 37.08
/ 3 37.43
/ S { �-
38.70
36.66 3fi.27 y7.20 � �-.a® s-'_ TTF11
37.42
� - 9.2 123�SP C
21.0' �� -�--
/ o 3720 T YP EXISTING CONDITIONS MAP
� in PREPARED FOR
V _� E 37.26 N
� 9.2 SP C � T
I1}�
I 1
V
/PU35 21 < � / 2
=DEMO AREA = JAPANESE HOLLY(4)
(8,266 S.F.)
PROPOSED ASPHALT = WILLOW OAK(1)
(7,167 S.F.)
D.I.
AV
37.13
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
EPARD BY
JOHN L. PIERCER &EASSOCIATE S, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 5, 2011
SCALE: 1 "- 30' F.B. , PG.
JOB # 2010-12248 Email: BrionJ®)pnc.com
GRAPHIC SCALE
?)
i
REVISED 10-28-11 �
vl-Vncrn 11-1R-11 i inch
30 tk SHEET 3 OF 4

Fell Permanent Seeding....__..._...August
15 -November 1
Lime ......
___.. .. ...._. .....2 tons/cc
5-10-10 FertTl@er _ _.
........... .... ... 1000 lbs/oc
0 - 20 - 0 . ............. ......... .....
....... ................ 500 lbs/cc
Unscarifled Service Lespedeza..... ...._
....... .. .......... 8O Ibil
Ky-31 Fescue
30 Ibs/ac
Rye Grain
25 Ibs/ac
*Sfmw Mulch
2 tons/ac
Fall Permanent Seeding - Centipede:....._, .
.. September 1 - February 28
Lime .. .... _.... .... _ . _
_ ................ ....._...... 2 tons/cc
Fertilizer (law nitrogen approved for Centipede)
(Appropriate fertilizer approved
for centipede application)
Rye Grain
90 Ibs/oc
Centipede Seed ___. ...... _.... .. ...
15 Ibs/ac (Dverseaded in spring)
*Straw Mulch _.... .. .... .._... .. .........
._. ._.... ...... ._......2 tons/ac
Minter Temporary Cover
November 1 - February 28
Lime
2 Ions/cc
10-10-10 Fertilizer. .. .. ..
...... ...... ........700 Ibs/cc
Oais ....... _.. _
_.... ....... ... ... 50 Ibs/oc
Rye Grain _. _._
......_, 20 Ibs/ac
.. ._ .....
*Straw Mulch ...._
�. _..._.._2 tons/cc
Spring Permanent Seeding
March 1 - April 30
Lima ...... .._ ...
......... 2 lam/ac
5-10-10 Fertilizer_. ..
.....1000 Ibs/ac
0-20-0 ........... ...
.._. .... ....500 Ibs/ac
Scarified Sericea Lespedeza ...... ...
.. ..... ........50 Ibs/ac
Ky-31 Fescue ..._....
...................._ __.30 IWoo
Browntop Millet __. .... _._
......._..... .... ..20 Ibs/oc
*Straw Mulch ..._.... .... ... .. ....._.....
.. .......2 tons/ac
Spring Permanent Seeding - Centipede
._ .. .......April 1 - July 15
Lima ... - . ....... _.
....... 2 fors/cc
Fertilizer low nitrogen
(approved for Centipede)
..(Appropriate fertilizer approved
for centipede application)
Centipede Seed _._ _.._ _. .._..
......._ ......90 Ibs/ac
*Straw Mulch .... .. _ ._........ ... ..__.... _.
........ 2 tons/cc
Late Spring Permanent Seeding
March 15 - June 30
Lima....... ...
._.. ........2 tons/cc
10-10-10 Fertilizer.. ....
._ .._.. .....1000 IWoo
0-20-0.. _... ..
... . ...... .. .... 500 Ibs/ac
Scarified Serlceo Lespedeza ... ._.
...... _... _. __...... 40 Ibs/ac
Common Bermuda Gross (hulled) ..... ._
_..... __.. _,_...........8 Ibs/ac
*Straw Mulch
2 tons/cc
Summer Temporary Cover __.
._...._ .._.___.June 30 - August 3
Lime . _ __
2 tons/cc
10-10-10 Fertilizer_
...... 700 Ibs/ac
Browntop Millet ...... _. _
........ _...... . .. 40 Ibs/ac
*Straw Mulch
2 tons/cc
NOTES:
1. * Mulch will be doubled if crimping is the
method used.
ovo a. N """ CITYofJACKSONVTLLE
14M.
SEEDINGSPECIFICATIONS
""'
' `ft W
,
Ves4 ass
_ 1—
INS-ALL R P RA'
CNE FOCT CP`vER
f TOP OF AAN<
fjlS
3=DDING SE° "44
}_TAI_ 631.01 —
AI'@O\
\ON-11';)'h\
;: Dllxull IAHHc
1.5 . dam,, 61.1- NOT
_ES5 I AN 5" 41\I'd„M
EXTEND -HE -ABRIC CIJ-
ONE-FOCT, AT T-E -OP
10 F.-
Ns Ai l s
Pl HI'f \DIQII Ai
TO THI GPO(IN:
I NOTES
1. Initial course of rip Top to be told in excavated bed at side slopes. Rip -rap is
not to be laid on top of grade of side slopes.
rexSO
VIf. LE' N
'C
Delve :dr sw. -
P.aL lie CITY of JACKSONVTLLE
7tlwnMN.C2IMI 0x.11.r". l,uw,phwi,I- si..K,,.en bwOw.1l o,V.r
1mRMlwrd nuns
"
-
END OF PIPE
K,. Test
aG3G ll1
TREATMENTS
u • Sell
-.,I, .!,i_. •0 ,. ..,V ".rrrnl-'"J Inr.-:..,., ]'_:C'1':, 1: 1 "v
6" Is" or 24"
1rl"N
�- , /.2•R VERTICAI. CURB 3 GUTTER
.. -,4S P/yor 5-S6x
1/2•T 1
1. NOTE 5
z
/I
/ I
/ I
/ I
/ I
/2'R / MOUNTABLE CURB h GUTTER
T I 55 f
or
* -t •4 / 1/2•R T
VOTE 5
1
J
NOTES-
1. Score curb & gutter a1 10' c.c.
2. Provide 1/2" expansion joints at 90' o,c.
3. Concrele to be 3000 P.S.I. 0 28 days, air entrained_
4. Spill sections will be approved an a case -by -case basis by City Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
s vur�.� Crpy of JACKSONViLLE
jr C r traalq N.C.f j Lee Mnl n.r.IKx9Mvnra. er,"nn". p,r9nCiixse pa.Y
TYPICAL CURB & GUTTER .> L► ,�•0I
"•"W , '<..� ° SECTIONS 1aY ".
�slay � I ar
PAVEMENT DETAIL
NTS
Is
NATUTAL G10_NO
II -- 12-
r l'jjl r �-
' I I I I -I 5-70
10' - 20'
SWALE DETAIL
NATUZAL 310,NO
-1 I RI c 3 1
T 3
0 3ASE
21 V N.
CHANNEL DETAIL
;�"°`°°""� CITY of JACKSONViLLE
4N.a.se41 uelwml ,xn uaadmzx fr.Nu+lo esa+enxr�..
TYPICAL
DRAINAGE CHANNELS
PARKING BUMPER
REMOVE ±90' OF FENCE - I rv,aY',s„• urre, EXISTING SUSPENDED
EXISTING METAL ANCHORING SYSTEM -
ANCHORING SYSTEM - INSTALLED TO SAME .
TO BE REMOVED SPECIFICATIONS AS
REMOVED SYSTEM.
GUARD RAIL MODIFICATION DETAIL
NOT TO SCALE
Data '"c+aa by A --A'. Oz•eu
'isle
HULK IABRIC
MIRAR 103X C9 EQUAL FIL-ER CLOTH A V-0' WOTH
SECJRE TO cE\CINC. EXTEND FABRIC 12" INTO
EXCAVAT=D T7CNC I. NO DUR_A= WILL D= PERMITTED.
ARIARI F AS D RFCTFD 9Y PURI IC S=RVICFS DIRFCTOR
4• J, :i `, :. .
r .�.-�J!}�✓, N:1RMA_ SPACNG 8' U" MAX.,
REDUCE TO 4'-0" NEAR LOW AREAS.
NiNi,
4.
XX
�,L W W.. .. W NOTE 1�
4, .y .y ' ...: W -k v -
W � 'W J
W w 'k v
Nk a Jr v 4,
I W
W
y
4, v •Srvl J
Y
7n
WL_DLJ WHL 1LNCa 4' SPACL.
TOP d( BOTTOM WIRES ARC 10
GUA.GE MIN., IN-ERMECIA-E
WRES ARE '2 1/2 GUAGE MIN.
EXTEND FENCE 6" INTC
EXCAVATED TRENCH
1.33 # PER LF
SLLf--ASILNfNU SILLL POSTS.
URIVL -'CSIS 24• INIO G1001.)
RRACF POSTS A -
LOW =DINT
110' MAX.
Jq aw-
KOTF 2
�'..;�• I I I III - ,
STEEL DRIVE POSTS
NOTES: R UVIRLJ (I01? LNS ABL. SOILS)
Ti oe in backfill into trench and compact the
soil firmly to anchor the bottom of the sill fence so that the runoff is forced
to go through the fence. No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the' silt fence, excavate a
Vx6" sediment trench uphill along the line of posts whenever possible.
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
sill fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swcles etc.)
k plk�prr�eneel�0111,01111103111 CITY of JAMONVILL.E e11p 9a.v F1 erYVasu eee=
P JdemviagNGa341 oa mrle MO zAcanlvaza arAroAse sraerwTM ale.Y
TYPICAL ,GTg 50.0
1No1710 9a1Y 330.02 s
„Dead'' SILT FENCE ' 1wo,31106 1
PIPE/CURB
OUTLET \
PROFILE VIEW
PLAN VIEW
GEO-TEXTILE
UNDERLAYMENT
11 S.Y. 6" RIP —RAP (12"THICK)
W/GEOTEXTILE UNDERLAYMENT
END —TREATMENT
DETAIL
PLAN VIEW SCALE 1 "=5'
PROFILE VIEW NO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DETAIL SHEET
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONMLLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: 10-28-11
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ0Jpnc.com
GRAPHIC SCALE
( IN FEET )
f inch - 90 ft.
SHEET 4 OF 4

LINE
BEARING
LENGTH
WI
4' •W
23.43
W2
14651V 'W
13.29
W3
N 1 • 'W
15.28
W4
7 1 '47 W
11.32
W5
i C
23.91
W8
SODMG'21"E
23.27
W7
•W
19.34
w8
1 1 '41'W1
30.96
WB
S32'33'52W
32.27
WIG
W
20.75
WIt
7.4 '41'W
8.05
W12
'W
10.73
-.WI3
1'W
I5.19
WI4
N •W
13.00
WAS
N71'{ ' 1•W
15.24
WI6
4'17' •W
21.66
WI
N 7'14'W
16.97
w18
N681 '471
21.14
WI9
N1'I4'W
21.15
W20
N 71 '17'W
23.31
W21
7•
24.72
W22
N
22.22
W23
N 1 ' 'W
26.09
W24
N 51r
24.05
W25
N1 Y 'W
21.86
W26
N '14'W
20.28
W27
N44' 4' 'W
21.14
W28
N
23.41
W29
NOOMCIS-E
16.61
W30
N58'IVII"W
17.64
W31
'31' •W
3Z21
W32
1 • 7.1 'W'
39.05
W33
5'Oe34'W
21.04
W34
7314' •W
19.62
W35
N 4-35' 7-W
23.23
W36
N '
24.66
W37
I NI 9
36.25
W38
N 7r *E
27.15
W39
S8 •W
42.68
W40
N53 7'0 -W
38•{4
W41
I NIVI I
48.i8
LINE
BEARING
LENGTH
Lt
7 'I I'YI
19.14
L2
• 4'18
53.73
L3
NI"2'36"E
35.20
L4
SI M`49"E
53.09
L5
N11'
M.38
L8
NIffiIIIII911
17ZOO
L7
LB
51.77
L9
•46'
45.71
LID
'q
30.02
L11
50.54
L12
N74
50.04
03
1441' 1'47'
50.01
L14
N 1'46'33'
36.22
/ ONSLOW MEMORIAL HOSPITAL FOUNDATION / •..E,.• Pumpkin Center
D.B.1041, P.351
E (VACANT)1`.
/ N
WESTERN BLVD. SITE
44.72 ACRES
N q�
(ZONED-0&1) "Aae,a, / 13pB L3oe
ECM
\ HILBERT M. JONES h 17738' N
HILBE T M.
JOIN h SANDY RUN MISSIONARY BAPTIST 7
TRACT It o1^ SIS 57.y1 EIP CHURCH APARTMENTS 1, INC.
(ZONED-IND) Mm D.B.396, P.586
(VACANT) ww ,�aa '4 (ZONED-TCA)
404 WenA s (APARTMENT USE)
�� JACKSONVILLE
\ 2 axe 04 1.ACRES,S
04 .
\\ 6W2 . \� VICINITY SKETCH
g� •ar
NOT TO SCALE
5,g
r�
-4 _. ONSLOW COUNTY
4O \ a ME ANDS �R MENTAL HEALTH CENTER
UNK FENCE " (ZONED-0&1)
(MEDICAL OFFICE USE)
0. P �6. \ k
b , EIP / DETINT10r1 BI$ 6' \ W 43 N ^• 4/
I / POND EIS Ab 4
4 (DISTURBED) N ,T -T
rvQ,` at N/F
LEGEND BRITTHAVEN NURSING HOME An 6• DATE N'i�08 ,f9367, ,� WIFE ABAOSUNKOYA YOMI
AWOMOLAND
NOW OR FORMERLY "!'
EIS = EXISTING IRON STAKE / d Qq ,8, - /4 D.B.2450 PJ46
NEIL REALTY CO.
SIS - SET IRON STAKE A +
D.B.469, P.75 DETENTION �- �_ /E (MEDICAL OFFICE USE)
ECM • EXISTING CONC. MOH. M.B.27, P.45 ` PONDSCM = SET GONG H. MOo- �0 p cm /
-E- = ELECTRIC POWER LINE (MEOICAL/NURSING HOME USE) Q�7
-0 3I
PP = POWER POLE lI iT _
MH - SANITARY SEVER MANHOLE r•►T d •0`
PH PUNPHOUSE / -0 r• W •T
OLLIE • DRAINAGE 4 UTILITY ESMT. •<F b4
RRS = RAILROAD SPIKEST w PTIC TAW $ g o- +_="'""ate D•� p • CgJ4 _�_
PCB = PEROPOSED CATCH BASIN�-
ECS = EXISTING CATCH BASIN p o- -
TB TELEPHONE BOX 2 FOR M.+.+•""p°o na
Gw GUY WIRE SEE SHEET
SIP - SERVICE
RVICEV� / DETAIL
WV ,p b4 an o- d o y a ,�tl'$' /
CO CLEAN OUT
-0 b4 4
FH - FIRE HYDRANT N.C. CR/D � NORTH �j/ -0..ra'•'"O1 „•,N...oT o-0 -- $ P a
RCP REINFORCED CONCRETE PIPE PN
CHIP = CORROGATED METAL PIPE 4.4q a
EB ELECTRICAL BOX _ P,x ,rr- x•P r Pa o
SL = SECURITY LIGHT "
E13
JB JUNCTION BOX ur.,.c, .aa s C• 0.
C.B. = CATCH BASIN \• ,q •
ET
W.M. WATERDROPI METER a
CA.B. CABLE T.V. BOX $� d 1 /
MBL = MOVABLE BUILDING LINE
HL • HELD LIGHT ��{}.,. PP ` > .
LP =LAMP POA7 p yv .w EXISTING TWO STORY BRICK ADOITON
OUNTY fiv
OIL • GROUND LIGHT �2~/ .IN_ as g I g3.485 S.F. "•� HOSPITAL ONSLOW C AUTHORITY GRID NAD 88
BA • BASEMENT ACCESS yA�' P o- s
LS • LIFT STATION ® an • D.B.36, 142 /
FON = FIBER OPTIC MARKER O \ x"P -0an (MEDICAL OFFICE USE)
WHITE STREET 2�" o- a•"" \/\
PROPERTIES 1.� "'� wA• r� y .pry m
D.ELZ7, 9, P.41 ac.r b4 o- +< xAPPm "P b w
,ro. +: Wso.� M.B.Z7. P.272 Q • tr • -0 ,r ro oP`0 •°°° r0,• B .o-b °R �` nM 4' °°'i
\ H pBq.0 r'� 4 (VACANT) " _• �" .0 •y as r 6
f�{4e7 �s ARCA,N 4^p j%. moo M wD MEUCOPTER
1 a ?r, ' 2 8a "' a PAD 6'A
GPFss���P'�'4 JaoV 4 � 8
sEyfry 2C yT. o- b1 rar -0 '� '}! Np3 . • At",
�'0 r � � o- • -0 �� ,. •4N.,a• v. arx. ORT4N C.-
o / � 3 o- -0 w T •xr'.I•' ONRT
f s tr ,.d ��rNa •all � 60. ,,
\ O .ohF -0 b4 II L•---' a q \'\ R p (l0,) _ i
NRITE STREET
\ _ x _ o-_ x�a /.E RkG PROPERTIES3,
D,8,1549, P.41 o- .. • '� ..P b4 a (MEDICAL OFFICEUSE)
I JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
M.6.27, P.212 0. d .N.ar r�r ;� DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
\ (VACANT) 4, fi mam•Rr4 -0 ,,,r
1 20y b na a d'�r a "°+• a� '""°°NP vu «.m 0 HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
aHI E STREET SHOWN
.9 ,,,_� 4 MADE UNDER MY SUPERVISION DEED REFERENCES
\ \\� b CLEARLY INDICATED THAT THE RATIO OF PRECISION
PROTESTS .>� 5� °•`� 4 d" r=-- • 23.6' '
M.B.15 P.2,2 4p ..'•'+.r b4 imuxd a b4
VACANT � A V �. AS CALCULATED IS 1:15,000+; WI E
SS MY
AW EXISTING HOSPITAL �t w pia ,;^`• ORIGINAL SIGNATURE, �ICENSURE NUMBER AND SEAL
7_$TORV BRICK THIS:b.-DAY OF�+'o� 766!• �%at
tr '1 PIN" ". Mu w 210.393 S.F. p Bs d
W UNICORN
AREA { Q. =p viola ti D.8.540, P.156
o- -0 - tea• q 0. JOHN
(MEDICAL OFFICE USE) -L. P.L.S. L-2596-0 •ESS :�•/��A��•
APPROX. NCOOT R/W "Q f` • / - s
44F4.
t- STORY ., v.aaa•+••r ' 23.6• SEAL =
NWTEMANCE-
p / • WOODED AREA M,Rx Y F F DIEi�F-39.o2' a. ° � ,+ b4 6 P %� / y � 9 L-259^u DQ.
sas. �V
b SS J03 aa. ynr 2a.s' _ '�s�0•
-�24.5•
x;�
9503"�'"•�S�. R,P\,111Gav1�"•AAGAN�
NN
JONES ONSLOW pSIIII uuNI,
MEMBERSHIP Oµ
0.8.374 P.154• .cpcnuC
(POWER COMPANY) OS e*1T4S WOOD AREA -0 PLLC APPROVED
1 TOE/ ,�,• o- •-0 CAC OF ?I8
Ge o NORTH OAKCII eNIV{RUNMEhlTAL
ONSLOW 1MMEN'S CENTER. ANC-. rr,-a• i 'F�J'11VE1�GIYSCI�NT �r A.11Mllbf�IJJISl1Y
P NON PPOFIT CORPORATId1 > I ' ONSLOW MEDICAL FI'1��`Iri !!`yy�1 �n^,[ ��1 �y QUALITY
A NO"ee. P.734 "� ' PROPERTIES, LLC tl�Y�v'V� OF VYI�IER
PIP, 9_.K_t503 0 �E • tr
(MEDICAL OFFICE USE) I� o- M -0 D.B.43. 21�- I
£ a o- • ALPA
OF, P.216
1 I (MEDICAL OFFICE/PHARMACY US
1ty 4 ao
07 lix1T a b4 �O-
• STORMWA'tER P� b A.
•W czi4
-Nv.-aTzsAAPA(T I$93.31• Fy.ax xA r�,LLE oocTRsFOR C INSTRUCTION
n I }y
Jq r, REA vgA$P 22500' g, 31' EIS N a JACKSON
/ 10121 EDT �� 11 PARK, INC.
HA(T S s+•u• ❑ Y, VEf11G LAR P�655 E ,erHa -0 0 711"L. P-317
AREA L 2p541RMNAGE1 b . „ SKETCH OVERVIEW
Z •. •� _
(A5 PER M.B.23. P 7, 1. C-13) r EXISTING b q (RETAIL USE)
/ •'"" • "' BRICK OUILOIJ Q A AM
E.Y,S r--, DRIVEWAY /PARKING PLAN
AN •''O• w I I (MOTORCYCLE SHOP) • PEDESTRIAN & VEHICLE EASEMENT
U'v C 1- S.B.R.E., LLC, 3 r 20' PROPOSED 26.9'
BI/ILD' stock TORY a N„w.x O NORTH CAROLINA d
NC
I "•,y,SO'IN I < UNITED LIABILITY 4SHOWING
Y 4 ..
W I COMPANY
/ �i_BOPY D.B.i7a2,Po6,D "MALL'
ON HOSPITAL
N BRICK . u"DER Bloc I I r3J o I P.625) S S Ot'S5'45' E 627.14' E-2,4S. NON. "MA ONSLOW
9NLdNc N=373.648.13J6 V 0 W MEMORIAL H 0
d RETAk uSE ��d o. BLAIR HARROW 20' D.&U.E.(PER D..B.362 P,150) -� 1 (GRID)
__ rJ ALLAN LN. BARKER I •r �• (CREATED AS PER D.8.382, ,rp nil. 'T E�2.485.532.523�fl
Mro Bea. II I AS TENANTS IN PREPARED FOR
yp I ARTHUR M. SILVER INVESTMENTS w N 9 NORTH COMINA DAMON
¢ p0MPANY rue� 10'0800" E 5. _
IIIIII /�
ONSLOW COUNTY
0.8783, P.490 TIRE COUNTRY, INC, 0 UUIUI .1022. P.645
0 D.B.768. P.803 `tT49. P90t C A JACKSONVLLE TOWNSHIP, ONSLOW COUNTY,
INC
o271 1....11
20D&Uo1a
/i1 PREPARED BY
. JOHN L. PIERCE &ASSOC IATES. P.A.
1f4' BS'T T4s NORTH CAROLINA LICENSE NO. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
WESTERN BOLL "` -0 /- '�� :"E�P'o`r.`% PHONE: [phone] DATE: OCTOBER 5, 2011
--"b --..� 5.�
.L I N.C.S.R. 1470 3zoC �� b--�a 42.8 �--- �- lit 4111N1 �; SCALE: 1 = 100 F.B.773 P.69
R W -
/ � 15 W���' I JOB �12010-12248 D �
I -- ��- �_- P CROW AMERICAN ACOUISITION REVISED _. �/.
_ -�- �- a _o W D.B.to459. P.596LP ONSLOW COUNTY 1D-2s-11 GRAPHIC SCALECD I f
N.C.Gs. NON. "WINCH" �� --- �s N � i ANDREW G. DAN$ & (ZONED --B1) JAC MILL AVENUE,
N=370,699.7934 �� ��- �--- DWNR, C o� O BETTY A DAN$ t - - 910KSONVI �E7NC 28540 100 0 80 t00 100 400
E=2.686,9096 83 ------ �- (ioNEo4.B'700 � qz � ; D.B.2157, P.250)
NAC 83993- _��' -� si s (ZONED - 81 _ _
�-� - 1 ONSLOW COUNTY HOSPITAL AUTHORITY IN FEET
De39e, Pszs �- ' CD o' 241 NEW RIVER DRIVE ) -
D.B.a]], P.204 --
0.B.477. n3s R/WUD
JACKSONVILLE, NC 28541 1 inch 100 ft
M.9.10.', P, 910-577-4705 SHEET 1 OF 4
M.8.42
9, P.45
CURVE
TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S86'142d"E
274.66
30'12'00"
411.97
217.15
111.16
C2
S10'43'S0"E
65.08
I'I I'4i"
3121.36
65.08
32.54

4 \
.27 }. \ + 76
STORM PIPE DATA �.5'3 \ 32'88
Rational Method: UNLESS OTHERWISE NOTED) J, 34.90 dTI
O=CIA 0=(0.65)(7.25)(A) 0=4.71(A) 35, �/ ai
+35.66 35 75 �\�2.93 AT
PIPE AREA(AC) 0 SLOPE LENGTH(FT) SIZE(IN) ��p dN
A 0.75 3.53 0.33 BO 15 +3s.78 36.4 p\t5'8
B 1.25 5.90 0.30 72 24 35.32 44.
IVY \
+35.92 \
35.43 311
35.22X 35.97 \ '
d\ \� 30.0'
SITE DATA BLOCK OF FEATURES / 34.92 35.88+ `I
Existing use (a): Hospital 36.60{
Proposed use(s): Hospital
SITE ADDRESS: 317 WESTERN BLVD. / 36.54•�
Acreage in active recreation: 0
Number of lots: 1 /
Current site zoning:08d Fo �S, a5,35f 6.02
Proposed site zoning: Odd /
Total acreage: 44.72
Acreage development impact area:0.95 acres / 6'00 6. V
minimum lot size: N/A 35.64 /
average lot size: N/A 3 35.s7 6./
/v5.3 a++
/
ownership status : OWN b // /_
TAX ID 346-18,E,E - //)/J
DEED REFS: D.B.390, P.625
O.B.477, P.204 4. Y3
0.8.1041, P.351 / C7 +36.23 //////
M.B.
M.8.9, P.45.45 36
i 33 4
�PARKING REQUIREMENTS: / 34.97 +
One space per every two beds and 1 per every / / /
3636 3 employees on maximum shift _ +
599 EMPLOYEES/3 - 200 SPACES M /
133 BEDS/2 = 67 SPACES / 5.27
SUB -TOTAL = 267 SPACES •.20X°/�
36./40/J[ reduction: (
Total required
ewicedspCes: 4 // I)>
/
J5.56
NUMBER OF EXISTING PARKING SPACES - 785 5.53352Q�+35 / +35.78
SPACES(729 REG. h 36 H/C SPACES) PROPOSED }j��'
PARKING ADDED - 41 SPACES
PROPOSED PARKING REMOVED 4 SPACES
NET PARKING ADDED - 37 SPACES
TOTAL PARKING PROPOSED - dU SPACES(766 / /34/
A>REG. k 36 H/C SPACES)
HANDICAP REQUIREMENTS.
STANDARD SPACES 589(2%) =11.8OUTPATIENT SPACES 140(10%)=14.0TOTAL H/C SPACES REQ = 25.8
36 H/C SPACES PROVIDED
Compact spaces allowed (25%): 200.5 /
Compact spaces proposed: 0 / 1r/ 35.84 /
/ + //J
Vehicular Surface Area Existing: 431.368 s.f. 35+ ^,
Vehicular Surface Area Proposed: 428,212 s.f. iP 3s.z>b / +36t
P
Difference: 8,212 s.f. / + + �
3s.o6 �
POWER COMPANY: PROGRESS ENERGY / 34.91 / ��
WATER AND SEWER : CITY OF JACKSONVILLE / / + 516 / TTY No ��e50317 ♦ If TICS •0
LEGEND:
M.B.
- MAP BOO(
D.B.-
DEED BOOK
P.
- PAGE
EIS
- EXISTING IRON STAKE
SIS
- SET IRON STAKE
OP
- EXISTING IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
SPK
- SET P.K. NAIL
FES
- FLARED -END SECTION
R/W
- RIGHT OF WAY
MBL
- MINIMUM BUILDING LINE
CA
- CENTERUNE
PP
- POWER POE
- E-E+
POWER LINE
CO
CLEANOUT
WV
- WATER VALVE
WM
- WATER METER
FH
- FIRE HYDRANT
ST
- SEPTIC TANK
SSMH
- SANITARY SEWER MANHOLE
TB
- TELEPHONE BOX
EDP
- EDGE OF PAVEMENT
,
- TRAFFIC ROW EXISTING
4..
- TRAFFIC FLOW PROPOSED
SF
- SILT FENCE
GW
- GUY WIRE
EB
- ELECTRIC BOX
+00.00 - EXISTING GRADE
N✓M
- PROPOSED GRADE
TP
- TOP OF PAVEMENT
TC
- TOP OF CURB
e
- STOP SIGN
DBL
- DRAINAGE BREAKUNE
- HANDICAP PARKING SPACE
- DRAINAGE FLOW DIRECTION
1`
- HANDICAP RAMP
.,. -
W- -- GRADING LIMITS
CB
CATCH BASIN
DI
- DROP INLET
JB
- JUNCTION BOX
DU&E
- DRAINAGE AND UTILITY
EASEMENT
- PARKING BUMPER
RCP
- REINFORCED CONCRETE PIPE
37.
/ � C
/ / t
DITCH
STEEL / / / 35D4 +� sloE SLOPEB {
/ ELECTRIC LINE 37'8 38.2
SUPPORT TOWER / +35-4 �r�
/
a s . e'RIP-RAP
/ UIO RLA EETNT ''{-'y=' r
/ t
2 NNTEP
37.14 37.0
35.50
OO �Gv� / Pp / / 35.71 ` 3
FO 35. 9 PP + +35-52 +36.A {
35{ pITOI
\ / \ +35.60 {
.73
36.66 / 36\ +35 6i{7.0
v / GRADING
/ 3628 LIMITS 3
<c,01EXW
290
Notes:
/ 1. Existing ditch banks are not to be disturbed
and if existing ditch banks are disturbed, they
\ shall be re -graded to have 3:1 or flatter side
slopes and the centerline graded to produce
\ positive drainage.
ro eE
ED OUT ro 2. There are no areas of environmental
KPOSITI� concern other then those shown on plan.
+3t''° CONSTRUCTION SEQUENCE VICINITY SKETCH
+36.41 1. OBTAIN PLAN APPROVAL. NOT TO SCALE
+36.95 2. INSTALL ALL SILT FENCES BEFORE BEGINNING GENERAL CLEARING.
III o� RAP 4. CONSTRUCT ALL SITE IMPROVEMENTS.
uROE1N'ZT +36.60 5. MAINTAIN STRUCTURES DURING CONSTRUCTION.
♦� ♦% 6. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE.
3458
♦ PROP dTCH +36.. 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN
♦ >:1 SIDE SLOPES
s \+36 47 STABILIZED.
♦♦ Ora+ V.3e.0
♦ 36.49 +35.30
1 ' ♦ ♦ DITCH M BE
♦ ♦ CLEANED OUT TO 3
♦ 22 ASSURE POSITIVE
+ 5,20 ♦ +36.DRAINAGE 36.15
♦♦ 4• FEB eNV.33.0 36.02 36 35� / J3.67 _� �.
36.27 ♦ ♦ ♦ ""i� R70.0' + � �34 � � _ sue_
4 ♦ 6. +5.3 ♦ 6 }5i 36.05 CB
35.32 ♦ 40. �1 � �36�6.83�
�3g4�
} 36.39 ... S4.Od' 36.997.00 +35.85
13
+37.17 ♦ \ _ 1)' 1
38.9 +37.03
3.
-
PROP DITCH ♦ 37.22 +37.54 37.32 ::�37.DL
BIDE SLOPES +37.36 ♦ 4"� g6 37.47
30
a 9 Ts3 / i3T'
♦` "I' 37.71y 8.22 30 S.Y. e•RIP-RAP SL-I;
w S-�
♦ / gg /6 UNOFJB.ATLENT
♦ //. 91 95� V��SACS
54 // 37.9 / ^ T
,2 DITCH To WT ro } 7.28 / 37 1'
8.50 � I
E XaSI % W EO e'RIJE RAP ♦ 3, 2 I�
ASSUR 3 j �
AOE w/CEOTExME ♦ I�
pRA1N
UNDERLAYMEMT +38.12 SL
37.94
} araN eNr, !, e4 38.24 � ttro OF GUARD PARKING LOT
dtCH RNV.33.e FES INv-33.z3g 73 RAIL To BE ASPHALT
37.73 38. �(('',y0 - • 37. REMOVED
7 89
7.65
- :.� �36�3 '3 A / 7PJ7 .i8sp
36.0 6.95 J '7. 47 37.973849 36.73 3 ,fj( I
37.61 +� 4 '1
._
tJ
• n j
sL37.57 � � a` V�I\I/h � ,r•J{I/^,
I
-((
37'39 - � ro37.1 DRAINAGEMH � � �=' I •gyp.
F
K11* INw33.444 1 I \@ V 1
38.
35
g.46
Aaus ro BE ADDED ro YM N 37.55 !VN. l T
I s�ORMWA'1�- .92 //
gw6 J03T7 �.26 1 + 38.98 I PARKING
LO
8.33 1� 38.42 g ASPHALT P A
I37.54 R
� WV
CR
® L 43SL8,66
+
3 0 22SP3856I I
.32'I 8.36 I LJ- 38 QI'� �-�-(
I +'9' wnNix 37.81 6g I uLP
�- - j _ occ
}8.31 / 37.40 4 J7.69 I
38.02 tltltltlYYYY SL SL
37.31 J �, 38.01
PARKING LOT I� DI TB CB a
I �4. 37.52 � ��
I a 60.4'
] CONC.
44.531 WALK \ � II I I FOM E6 111 rr
3q 7 �. s { I I ���S H C o
+35.07* I �� •pFE S% •. �j i
❑ DI a lee
6.52 � _ L
/ z1 TC37.o i SL'S'°e
74,
�J // iT OM L417Y P N�pTI�Sw! O50�T7V$Q 27 0
- { 36.37.27 98
�� � � / / smpMwATER PErturt 1 •, 1
_
IOUS To SE
23 SP C
57.20 �P I
ypl�
9.2 37.26 YI
F
(1YP.) I
T
I
Q / � I�/ O
/ pP DERGROUND N
/ LECTRIC I,
=DEMO AREA = JAPANESE HOLLY(4)
(8,266 S.F.) AV
LL= PROPOSED ASPHALT f'3o HALLOW OAK(1)
(7,167 S.F.) �
0
� �5
Proposed vehicular surface area: 7.167 S.F.
Impervious Surface Area (w/o bldgs):7.167 S.F.
Impervious Surface Area (w/ bidge):7,167 S.F.
Required landscaping: 860 S.F.
Required interior landscaping: 430 S.F.
Provided interior landscaping: 485 S.F.
Provided exterior landscaping: 540 S.F.
Total Provided landscaping: 1025 S.F.
Total disturbed and exposed area: 0.95 acres
Impervious Surface Ratio: 0.173
/of trees required: 1
/of trees provided: 1
#of shrubs required: 4
#of shrubs provided: 4
BOLT '.,� !NEi;:•'Ott ``Q�
BE ADDED
J^\
ORMWATER /i1,
IT Neu. low:51
3e.70
col I Crystal Coast Engineering, P.A.
36.59 37.06
37.43 Clvil and Environmental Consulting Engineers
_ David K. Newsom, PE
r John R. Freshwater, PE
SL 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
IMPERVIOUSLOW DENSITY 4.640 SF 4 BE REMOVED
4.350 SF + 145 SF + 2,815 S.F. - 7,310 S.F IMPERVIOUS TO BE ADDED
3.650 SF IMPERVIOUS TO BE REMOVED
TOTAL 3,660 S.F. OF IMPERVIOUS TO BE ADDED
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DRIVEWAY/PARKING PLAN & BUA SUPPLEMENT
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
EPARD BY
JOHN L. PIERCER &EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 5, 2011
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrionJ®)1pnc.com
GRAPHIC SCALE
REVISED 10-28-11
REVISED 11-16-11
I inch 30) ft. SHEET 2 OF 4

I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGIN9L SIGNATURE, LICENSURE) NUMBER AND SEAL
THIS_ DAY OF _6 `�"_1.L� , 2021- . `\`\\ 01� GAS • / /
SEAL
:r L-2596
�.9ti o: v
"'"runlnnua"�`
L.
76 /
7 + \,,.y� Be
53+�
� }4.90 \
�\ +3566 35Z7�a�i J*\ 42.93
/35.75
+35.78 6. 35�
35.32� 3\\ \ � 4.73
/ +35.68
\
+35.92 ��_.,
35.43 � 36.64 \�L\W?1° � EIP
35.2 32.29 EIP +35
35.97 k6 33.29 /
\ 1 � / +36.24
d
36
/ \ .6
34.92
3555
I{// I 34.73 +36.38 VICINITY SKETCH
Vf •,° I +3E 41 NOT TO SCALE
36.54 Z / 33.31 f
/ / \ 35.35 6.02If / J jjj���'''3a 21 F36.95 S� FO 3
33.29 /
/ / + 135.20 /
/ � 36.31 + +3660
35.64 .00 36
//�Js
L /35.70 \ +36.58
/ 0 i' / + +36..
/ g + +35.47
35.87 +
/ C7 +36.23 3 P T8 /73 +35.46 +
/ / / FO 36.49
33.4y 35.63+�` 35.59 +36.30
35.38
.} i }5
5.98 / 35.80 \+ 5.20 +5.22
'\ }36.18
3/4 36.+2� }5� 4 33.67
}6 5.27 +36.10 3. 3 i- �-
,1/ / \ a \ 36.27 / i33.97
/ 36.40 / / /
+36.72 35.32 /� \8 +36.'9 34 / +36.83.� --
/ / \Ja 36.05 gg�gg��//1 -
I �j / 6
36.191� / /// �37 37.3\ / / / /�7 +3 } +36 85
36.
-00
35.56 +37.17 7� 7
/ / // 0 -._-
5.5335.2 +35. / +35.78 +�J7\ + 6 37. 7
\ ` / /3 37.22 37.32 .mot.
� / T3 +37.54 � .86 37.47
/ J / +37.}6 38.g7
+35•g5 �i> 99 /37
/ /534/
36.60 .70 +37.91 9.5 2 8.72 CS ACI �+37.54 +37.22 37.28 iJ / /// S3.j2 JJ/78 +38.12 37.94 + 2+��37341/ / / ,/j+ 'e4 30.24 ��(}g.7} ASPHALT PARKING LOT`-1.�
/ 57.73 7.89 383 37. `
+37.46 _37 �3.3 h• / /.
1I --
L9.
I sCaA354 36.79i}717+ 1 J}--36.0.05.
35.1 +36.83 �3 Jl}3649
�36SL 3
3g +36.27 36.99 + 37.61
®a
35065
7-Ift so
I (I /\ NIB SL e.� _"' �� -
/ .91 7 // 1 � / 37.57 ' N 11 p o
/.16 3V4DRAIN
+ 1 FH 3}7.39 7
34/ , rr
+5� �� I`1'. ,8 Ci
0 V T
AI �-37 .2 -- 1
8.35
06
46
4�7I
I.55 ,,q�■N1i. 4,'NI
I V.�Uj I/�I� IyqA 'q✓'9M�37.1- 1io
.92
+37.49 26 +38.42 38
W�I II
I
"J-
-
/
_I-
i
A_
SPH_A�oL
T(1� P
A
_R_K
-
INGI
LOT
.98
2% jf3E.33 37.54
-38 WV
+ 1
38.2g 38.66 3 40SPvs Lj22
8.34 _"32.58 SL
oit38.56
37.71 58.55
38.63 S
STEEL 3504 + 38.58 SL 38-61 3E.32 8.36
336 38.23E7
SUPPORT TOWER _38_38.31 4 37.69s\ }8.25 7,31 38.018 �3�Y 3, 38 SL SL
ELECTRIC LINE y7.738.JL_- 7 �- 1p
.g cwv. }..6 OCC}7.a0 -I;t
HALT PAINKINGLOT g TB CB
�33752 -
38.30 u4 I
6p.4' CONC. I
ON
FOM
235 INTERIOR 34.83 I� ` I EB
37A4 37.06+.00 37.06 7.01 • rj' 37 J7 36. 5
•IV_
O v / 35.50cr
O ��� PP + / 35.71 )1 y 36.97 38.93 `.� 36.56 WOODEN }6.3666 36.70 +35.07 36.52 I ❑ DI W
FO A
35.79 PP + +35.62 +36.8� 6 ` 3j6.53 36.56 BRIDOE 38_3g 36.32 +35.2
LEGEND, / 35.70 I I r � I SL I
U +35. 4 �J 3g.27 36.45y5.31 36.21 \`
M.B. - MAP BOOK �' I SOLI
/,yew �� +35.60 .66 +}5.32 + 10 36.16 �- EXTERIOR I I
P.
B DEWS / } / \J6' 36.73 +35.37 35.59 35.88 5.91 \
EIS - EXISTING MO N STAKE / 36.66 \ Ij,�
SIS - SET RON STAKE 'C'� / / + +3562 / 12 35.65 35.65
ILI
EIP - EXISTING IRON PIPE V / +
ECM - EXISTING CONCRETE MONUMENT / 36.28 •( �-35.7Za _/' �j -
SPK - SET P.K. NAIL / , \ / 34 /'' 290 \ _ _ - ��6�--'� -. 36.70 \ DI I
FES FLARED -END SECTION �/ 3S9v
R/ - RIGHT OF - MINIMUM SWAY LINE
_ i-36.05 EXTERIOR _J�� 36.59 37.06 ❑
�V 37.43
MSL
CA _ / N-- --+
�_ 36.74�. �d /
PP - POWER PO
LE / `/� 36.70
- E- E - POWER LINE
CO - CLEANOUT 8
-i T I
WV - WATER VALVE 3g.66 /36.27 9
}7.20 �s �� ® I SL
FH - FIRE HYDRANT 36.8 37.42
5T -SEPTIC TANK � �-� � 36.
SSMH - SANITARY SEWER MANHOLE
TB - TELEPHONE BOX �/ 21,0. ��� - - g'2 23�SP C / EXISTING CONDITIONS MAP
EOP -EDGE OF PAVEMENT
37.20 YF) Lq PREPARED FOR
/ '
�-a - TRAFFIC FLOW EXISTING ��. (.1
- TRAFFIC FLOW PROPOSED 9.2' T N'1 »�� IAL HOSPITAL
SF _STILT FENGE
(TYP.) I T D.I. ONSLOW MEMORIAL
37.13
cw -cur WIRE ,,...
Ee - ELECTRIC Box PREPARED BY
.00.co- Exlsnnc GRADE Q � o �_� c� JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
�P - PROPOSED GRAMPAVEMENT
/ / PP N
,P _ TOP OF•PAVEAIENT JOHN L. PIERCE &ASSOCIATES, P.A.
Tc - TOP OF CURB ` PP 035.21 -- NORTH CAROLINA LICENSE No. C-1888
D.I.
® II
- STOP SIGN 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
DSL - DRAINAGE BREAKUNE _ Q V/ / / PHONE: [phone] DATE: OCTOBER 5, 2011
- HANDICAP PARKING SPACE �. / 2 / SCALE: 1"= 30, F.B. , PG.
- DRAINAGE FLOW DIRECTION / -.. -
JOB # 2010-12248 Email: Brian )®jlpnacom
-HANDICAP RAMP
GRAPHIC SCALE
- GRADING LIMITS =DEMO AREA = JAVANESE HOLLY(4)
120
CS - CATCH BASIN (8,266 S.F.) AV
01 - DROP INLET GRlD A'AD83
30 a is 30 so
JB - JUNCTION BOX
DU&E - DRAINAGE AND UTILITY
- ARSEI ENT PROPOSED ASPHALT = WILLOW OAK(1)
BUMPER
RCP - REINFORCED CONCRETE PIPE (7,167 S.F.)
REVISED 10-28-11 I IN
FEET
RE0
VI 11-t -11 1 3o inch _ sra SHEET 3 OF 4
R
L-2596

:.xi;-"1:1'.107 .". ''I• J 't'm. 'F: Ir_. ^M :5^'✓$:•}: 1: 15: 3-' FI.I
Fell Permanent 3eadilg _._._ ...... .. ._ ................August 15 - November 1
Lime .. 2 tons/cc
5-10-10 Fertilizer _. _.. .. ... 1000 Ibs/oc
0-20-0 .,... _.. ._ .. s00 lbs/cc
Unscarifled Service Lespedsso ... ..., ... .. ... e0 Ibs/as
Ky-31 Fescue 30 Ibs/ac
Rye Grain 25 Ibs/ac
*Straw Mulch 2 Ions/ac
Fell tseflila11ef11 Beedhg - Centipede:... ..... _._........ September 1 - February 26
Lime__........ ... ... .... _.... .... ...... _...._.... ._.......... .-I...' . 2 tons/cc
Fertilizer (low nitrogen approved for Centipede) (Appropriate fertilizer approved
for centipede application)
Rye Grain 90 Ibs/ac
Centipede Seed_ _.. ..... .........15 Ibs/ac (oversssded In spring)
*Straw Mulch .... ...... ..... ................... . _.........2 To/ac
Winter Temporary Cover November 1 February28
Lima 2 tons/oc
10-10-10 FertlLzer ......... ...._. ._ ._...... ...... .. 700 Ibs/ac
Oats ......_... .. _.. .... SO Ibs/ce
Rye Grain _... ...... ... ... .. ..._ .. ....... 20 Ibs/ac
*Straw Mulch ._.. ._._. ... ....2 tons/cc
Spring Permanent Seeding March 1 - April 30
Lime.... _.. ... .... _.._. ....... ..__...... _. .........._..2 tons/ac
5-10-10 Fertilizer .._.. _.. ...... ................ 1000 Ibs/ae
0-20-0 ......... _. ..__ .......
...... ...... .......... ..... 50 Ibs/a c
Scarified Serlaa Lnpetleza ...._._.. .. ...... ... ..... .. .... .50 Ibs/ac
Ky-31 Fescue _. ..... _. ... ... .... _.._ _. ............. _...30 Ibs/ac
Browntop Millet. _. __. .... ..... .. _ _.. _......... ........_. ....... ... ..... _20 Ibs/ac
*Straw Mulch ............................... ...... ......... .... .... ........ ...... ..... .........._...._..._......... 2 tons/cc
Spring Permanent Seeding - Centipede:.....................................April 1 - July 15
Lime........_...........__ ......................... .......... ...... ......._... 2 tons/cc
Fertilizer low nitre en a illiz'..
( 9 approved for Centipede) ... (Appropriate fertilizer approved
for centipede application)
Centipede Seed. _. ._. ....._. ._. . ._..... .. 90 Ibs/ac
*Straw Mulch _. ...... _.. ... ._......2 tons/cc
Late Spring Permanent Seeding _ .............March 15 - June 30
Lime .... ........... ....... _.... ...... ...........2 tons/oc
10-10-10 FertfOzer ...... ...... ... ....... ......1000 Iba/ac
0-20 0 ..._...... ... .._.. _._ . _. ..... ...._...... .. ....... .... 500 Ibs/ac
Scarified Sericea Lespedeza._..............._....____...____..__........ ... ... _..... _. ...... 40 Ibs/ac
Common Bermuda Gross (hulled)._....._. ... ..... ............_.....__._......_.... ................8 Iba/ac
*Straw Mulch 2 tons/ac
Simmer Temporary Cover. _._..__.._. _._. __ ............................June 30 - August 3
Lime ....... ..._ _._.._. _...._. __....... ...__..........2 tons/cc
.... ..............
10-10-10 Fertilizer _.__... _.. ...... ....... ..... . 700 Ibs/ac
Browntop Millet.._ . .............. ..... .. .. 40 Ibs/ac
*Straw Mulch 2 tons/ac
NOTES:
1. * Mulch will be doubled if crimping is the method used.
��µf•' vu�,y . "A""'°"® CITY of JACKSONVILLE
Y 'C 1wL 11e.Kr MUl useVrn, na Llttaoh.`1Wt.irAIIDAaa � ONLY
° SEEDING 13O..r
K,.'Ib fide a33U.U1
`•,,:,,., •,. 50 SPECIFICATIONS P7=1
terns —'—
INS -ALL R. P RA'
ONE FOOT DPVER
TOP OF BAW
,
. �P
If,l'HO\
::-UIh%Illh hAHH
'1,=- . ow, OU- NOT
_ES`.• -h1AN 5" UI\IN..M
EXTEND -HE-A.9RIC PI. -
ONE FOOT AT T-E -OP
OF -HE GRADE ,
,
I`10H-
I\S At I r
Pf RI'h \I)IQII .A i
TO THI GI?(XIN:
NOTES:
1. Initial course of rip rap to be laid In excavated bed at side slopes. Rip -rap is
not to be laid on fop of grade of side slopes.
ets° °U'Le4 D�n rwtes Pe.a., CITY of JACKSONVILLE
�� C 1tee,awele,NC]e1/1 U.X M111, T,IiIM%SfAYII)1'. ft\NIM111, }YDweAlKka a'I,.l
END OF PIPE a"A1e
K"Tb fla► ,D9aLz
vry D wlkb AteP.rf.
w"µ R 11CTt11N[E S 1.a4 n06 1 K 1
6' 14' or 24"
1/7"N
-12'R VERTICAL CURB & CUTTER
}F
�4_i IR-or 5.56x
1/2"1 S
1..... - \OTE 5
s
/I
/I
/ I
/ I
•s' / Ia'„1r
/ —T
MOUNTABLE CURB t CUTTER
of
I 8.3x
n / Y II/T
. -- •V/ VOTE 5
77
1 / 1
i
J
►�
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. m 28 days, air entrained.
4. Spill sections will be approved on a cose-by-case basis by Cily Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
vuf�Ncl`, N� a �ewCITY JACKSONViLLLE�..�"�a.vK'
r TYPICAL CURB & GUTTER ,e>
-CEOTEX'RLE UNDERLAYMENT
PAVEMENT DETAIL
NTS
r- `W r-
NATURAL GRO-NO
- - it
--- t2+
rnI 1 T� 9--1D
10' - 20'
SWALE DETAIL
r I J I I
NAIUTAL 3310.ND
e
1 71,
I T
CHANNEL DETAIL
vTyEE N 1°.0 fi°:,11211 `°° "°` CITY of JACKSONVILLE
In
t>s.wsA xc.swl usTwm, nw uamsw.x nrlaa" a+cwlacas w.r
\.list Kn'Ib lira fW1Jl1
*'4n..,,lr'`' DRAINAGE CHANNELS Mom« ;
PARKING BUMPER
HFumlF 4-an' nF FFNCF -1 ,eT,a, 11".. EXISTING SUSPENDED
EXISTING METAL ANCHORING SYSTEM -
ANCHORING SYSTEM - INSTALLED TO SAME
TO BE REMOVED SPECIFICATIONS AS
REMOVED SYSTEM.
GUARD RAIL MODIFICATION DETAIL
NOT TO SCALE
Deta s'Y+:JJ by A'- A`, 2),iu Ci; Cr;Ir<e'a ON 1CSf9•TrF. 'Y:'S:''
x y fILILR fARRIC
MIRAFI 103X OR EOUAL FIL-ER CLOTH I\ 3'-0" 1MDTF
s ¢ SECJRE TO =E\CINC. EXTEND FABRIC 12" INTO
CXCAVAT=D TZCNC i. NC OUR -A' 'MLL 0= PCRMITTCD.
VARIARI F AS D RFCTFC I'f PURI IC S=RVICFS OIRFCTOR
•r•.:,, ;'':;'.. NJKMA_ S'h'AC NG d' U" MAX.,
y''Ar.•`.' REDUCE TO 4'-0" NEAR I -OW AREAS.
.y l a.
14,
u, NqTt i� '
J N"
N' „%�<.W N'
WL-ULJ WIRL fLNC_ 4' SHACL.
TOP & DGTTOM WIRES ARE 10
GUAGE MIN., IN-ERN_I:IA-E
WIRES ARE '2 1/2 GUAGE MIN.
EXTEND FEf\CE 6' INTO
EXCAVATED TRENCH
1.33 ## PER LF
SLLf--A51LNING SILLL 110515.
URIVL JCSIS 24" INIO GHULNU
RRACF POSTS A -
LOW JOINT
110' MAX.
>: y
Tthe—
soil STE=L CRIVE FOSTS
NOTES= H OUIN. LRLJ (fUR LNS AHL= SOILS)
TI oe in backflll into trench and compafirmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence, No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the' silt fence, excavate a
6"x6" sediment trench uphill along the 11ne of posts whenever possible.
4. Tonal drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
p °P'611,1 '�` CITY of JACKSONVILLE
�,C 1tlaa,viOe,NG26/l al seas 7M JA0®Mi: atAIMMIID sQs'AMM aaT
TYPICAL Nee'b$mb a 50.02
_.,,� �.�•�' SILT FENCE 2 DAM _
PIPE/CURB
OUTLET \
PROFILE VIEW
PLAN VIEW
GEO-TEXTILE
UNDERLAYMENT
11 S.Y. 6" RIP —RAP (12"THICK)
W/GEOTEXTILE UNDERLAYMENT
END —TREATMENT
DETAIL
PLAN VIEW SCALE 1 "=5'
PROFILE VIEW NO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DETAIL SHEET
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONALLE, NC 28540
PHONE: [phone] DATE: 10-28-11
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ®jlpnc.com
GRAPHIC SCALE
a M ee 120
(IN`)
1 inch >¢ 30 n SHEET 4 OF 4
° SEEDING 13O..r
K,.'Ib fide a33U.U1
`•,,:,,., •,. 50 SPECIFICATIONS P7=1
terns —'—
INS -ALL R. P RA'
ONE FOOT DPVER
TOP OF BAW
,
. �P
If,l'HO\
::-UIh%Illh hAHH
'1,=- . ow, OU- NOT
_ES`.• -h1AN 5" UI\IN..M
EXTEND -HE-A.9RIC PI. -
ONE FOOT AT T-E -OP
OF -HE GRADE ,
,
I`10H-
I\S At I r
Pf RI'h \I)IQII .A i
TO THI GI?(XIN:
NOTES:
1. Initial course of rip rap to be laid In excavated bed at side slopes. Rip -rap is
not to be laid on fop of grade of side slopes.
ets° °U'Le4 D�n rwtes Pe.a., CITY of JACKSONVILLE
�� C 1tee,awele,NC]e1/1 U.X M111, T,IiIM%SfAYII)1'. ft\NIM111, }YDweAlKka a'I,.l
END OF PIPE a"A1e
K"Tb fla► ,D9aLz
vry D wlkb AteP.rf.
w"µ R 11CTt11N[E S 1.a4 n06 1 K 1
6' 14' or 24"
1/7"N
-12'R VERTICAL CURB & CUTTER
}F
�4_i IR-or 5.56x
1/2"1 S
1..... - \OTE 5
s
/I
/I
/ I
/ I
•s' / Ia'„1r
/ —T
MOUNTABLE CURB t CUTTER
of
I 8.3x
n / Y II/T
. -- •V/ VOTE 5
77
1 / 1
i
J
►�
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. m 28 days, air entrained.
4. Spill sections will be approved on a cose-by-case basis by Cily Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
vuf�Ncl`, N� a �ewCITY JACKSONViLLLE�..�"�a.vK'
r TYPICAL CURB & GUTTER ,e>
-CEOTEX'RLE UNDERLAYMENT
PAVEMENT DETAIL
NTS
r- `W r-
NATURAL GRO-NO
- - it
--- t2+
rnI 1 T� 9--1D
10' - 20'
SWALE DETAIL
r I J I I
NAIUTAL 3310.ND
e
1 71,
I T
CHANNEL DETAIL
vTyEE N 1°.0 fi°:,11211 `°° "°` CITY of JACKSONVILLE
In
t>s.wsA xc.swl usTwm, nw uamsw.x nrlaa" a+cwlacas w.r
\.list Kn'Ib lira fW1Jl1
*'4n..,,lr'`' DRAINAGE CHANNELS Mom« ;
PARKING BUMPER
HFumlF 4-an' nF FFNCF -1 ,eT,a, 11".. EXISTING SUSPENDED
EXISTING METAL ANCHORING SYSTEM -
ANCHORING SYSTEM - INSTALLED TO SAME
TO BE REMOVED SPECIFICATIONS AS
REMOVED SYSTEM.
GUARD RAIL MODIFICATION DETAIL
NOT TO SCALE
Deta s'Y+:JJ by A'- A`, 2),iu Ci; Cr;Ir<e'a ON 1CSf9•TrF. 'Y:'S:''
x y fILILR fARRIC
MIRAFI 103X OR EOUAL FIL-ER CLOTH I\ 3'-0" 1MDTF
s ¢ SECJRE TO =E\CINC. EXTEND FABRIC 12" INTO
CXCAVAT=D TZCNC i. NC OUR -A' 'MLL 0= PCRMITTCD.
VARIARI F AS D RFCTFC I'f PURI IC S=RVICFS OIRFCTOR
•r•.:,, ;'':;'.. NJKMA_ S'h'AC NG d' U" MAX.,
y''Ar.•`.' REDUCE TO 4'-0" NEAR I -OW AREAS.
.y l a.
14,
u, NqTt i� '
J N"
N' „%�<.W N'
WL-ULJ WIRL fLNC_ 4' SHACL.
TOP & DGTTOM WIRES ARE 10
GUAGE MIN., IN-ERN_I:IA-E
WIRES ARE '2 1/2 GUAGE MIN.
EXTEND FEf\CE 6' INTO
EXCAVATED TRENCH
1.33 ## PER LF
SLLf--A51LNING SILLL 110515.
URIVL JCSIS 24" INIO GHULNU
RRACF POSTS A -
LOW JOINT
110' MAX.
>: y
Tthe—
soil STE=L CRIVE FOSTS
NOTES= H OUIN. LRLJ (fUR LNS AHL= SOILS)
TI oe in backflll into trench and compafirmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence, No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the' silt fence, excavate a
6"x6" sediment trench uphill along the 11ne of posts whenever possible.
4. Tonal drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
p °P'611,1 '�` CITY of JACKSONVILLE
�,C 1tlaa,viOe,NG26/l al seas 7M JA0®Mi: atAIMMIID sQs'AMM aaT
TYPICAL Nee'b$mb a 50.02
_.,,� �.�•�' SILT FENCE 2 DAM _
PIPE/CURB
OUTLET \
PROFILE VIEW
PLAN VIEW
GEO-TEXTILE
UNDERLAYMENT
11 S.Y. 6" RIP —RAP (12"THICK)
W/GEOTEXTILE UNDERLAYMENT
END —TREATMENT
DETAIL
PLAN VIEW SCALE 1 "=5'
PROFILE VIEW NO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DETAIL SHEET
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONALLE, NC 28540
PHONE: [phone] DATE: 10-28-11
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ®jlpnc.com
GRAPHIC SCALE
a M ee 120
(IN`)
1 inch >¢ 30 n SHEET 4 OF 4
INS -ALL R. P RA'
ONE FOOT DPVER
TOP OF BAW
,
. �P
If,l'HO\
::-UIh%Illh hAHH
'1,=- . ow, OU- NOT
_ES`.• -h1AN 5" UI\IN..M
EXTEND -HE-A.9RIC PI. -
ONE FOOT AT T-E -OP
OF -HE GRADE ,
,
I`10H-
I\S At I r
Pf RI'h \I)IQII .A i
TO THI GI?(XIN:
NOTES:
1. Initial course of rip rap to be laid In excavated bed at side slopes. Rip -rap is
not to be laid on fop of grade of side slopes.
ets° °U'Le4 D�n rwtes Pe.a., CITY of JACKSONVILLE
�� C 1tee,awele,NC]e1/1 U.X M111, T,IiIM%SfAYII)1'. ft\NIM111, }YDweAlKka a'I,.l
END OF PIPE a"A1e
K"Tb fla► ,D9aLz
vry D wlkb AteP.rf.
w"µ R 11CTt11N[E S 1.a4 n06 1 K 1
6' 14' or 24"
1/7"N
-12'R VERTICAL CURB & CUTTER
}F
�4_i IR-or 5.56x
1/2"1 S
1..... - \OTE 5
s
/I
/I
/ I
/ I
•s' / Ia'„1r
/ —T
MOUNTABLE CURB t CUTTER
of
I 8.3x
n / Y II/T
. -- •V/ VOTE 5
77
1 / 1
i
J
►�
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. m 28 days, air entrained.
4. Spill sections will be approved on a cose-by-case basis by Cily Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
vuf�Ncl`, N� a �ewCITY JACKSONViLLLE�..�"�a.vK'
r TYPICAL CURB & GUTTER ,e>
-CEOTEX'RLE UNDERLAYMENT
PAVEMENT DETAIL
NTS
r- `W r-
NATURAL GRO-NO
- - it
--- t2+
rnI 1 T� 9--1D
10' - 20'
SWALE DETAIL
r I J I I
NAIUTAL 3310.ND
e
1 71,
I T
CHANNEL DETAIL
vTyEE N 1°.0 fi°:,11211 `°° "°` CITY of JACKSONVILLE
In
t>s.wsA xc.swl usTwm, nw uamsw.x nrlaa" a+cwlacas w.r
\.list Kn'Ib lira fW1Jl1
*'4n..,,lr'`' DRAINAGE CHANNELS Mom« ;
PARKING BUMPER
HFumlF 4-an' nF FFNCF -1 ,eT,a, 11".. EXISTING SUSPENDED
EXISTING METAL ANCHORING SYSTEM -
ANCHORING SYSTEM - INSTALLED TO SAME
TO BE REMOVED SPECIFICATIONS AS
REMOVED SYSTEM.
GUARD RAIL MODIFICATION DETAIL
NOT TO SCALE
Deta s'Y+:JJ by A'- A`, 2),iu Ci; Cr;Ir<e'a ON 1CSf9•TrF. 'Y:'S:''
x y fILILR fARRIC
MIRAFI 103X OR EOUAL FIL-ER CLOTH I\ 3'-0" 1MDTF
s ¢ SECJRE TO =E\CINC. EXTEND FABRIC 12" INTO
CXCAVAT=D TZCNC i. NC OUR -A' 'MLL 0= PCRMITTCD.
VARIARI F AS D RFCTFC I'f PURI IC S=RVICFS OIRFCTOR
•r•.:,, ;'':;'.. NJKMA_ S'h'AC NG d' U" MAX.,
y''Ar.•`.' REDUCE TO 4'-0" NEAR I -OW AREAS.
.y l a.
14,
u, NqTt i� '
J N"
N' „%�<.W N'
WL-ULJ WIRL fLNC_ 4' SHACL.
TOP & DGTTOM WIRES ARE 10
GUAGE MIN., IN-ERN_I:IA-E
WIRES ARE '2 1/2 GUAGE MIN.
EXTEND FEf\CE 6' INTO
EXCAVATED TRENCH
1.33 ## PER LF
SLLf--A51LNING SILLL 110515.
URIVL JCSIS 24" INIO GHULNU
RRACF POSTS A -
LOW JOINT
110' MAX.
>: y
Tthe—
soil STE=L CRIVE FOSTS
NOTES= H OUIN. LRLJ (fUR LNS AHL= SOILS)
TI oe in backflll into trench and compafirmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence, No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the' silt fence, excavate a
6"x6" sediment trench uphill along the 11ne of posts whenever possible.
4. Tonal drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
p °P'611,1 '�` CITY of JACKSONVILLE
�,C 1tlaa,viOe,NG26/l al seas 7M JA0®Mi: atAIMMIID sQs'AMM aaT
TYPICAL Nee'b$mb a 50.02
_.,,� �.�•�' SILT FENCE 2 DAM _
PIPE/CURB
OUTLET \
PROFILE VIEW
PLAN VIEW
GEO-TEXTILE
UNDERLAYMENT
11 S.Y. 6" RIP —RAP (12"THICK)
W/GEOTEXTILE UNDERLAYMENT
END —TREATMENT
DETAIL
PLAN VIEW SCALE 1 "=5'
PROFILE VIEW NO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DETAIL SHEET
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONALLE, NC 28540
PHONE: [phone] DATE: 10-28-11
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ®jlpnc.com
GRAPHIC SCALE
a M ee 120
(IN`)
1 inch >¢ 30 n SHEET 4 OF 4
6' 14' or 24"
1/7"N
-12'R VERTICAL CURB & CUTTER
}F
�4_i IR-or 5.56x
1/2"1 S
1..... - \OTE 5
s
/I
/I
/ I
/ I
•s' / Ia'„1r
/ —T
MOUNTABLE CURB t CUTTER
of
I 8.3x
n / Y II/T
. -- •V/ VOTE 5
77
1 / 1
i
J
►�
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. m 28 days, air entrained.
4. Spill sections will be approved on a cose-by-case basis by Cily Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
vuf�Ncl`, N� a �ewCITY JACKSONViLLLE�..�"�a.vK'
r TYPICAL CURB & GUTTER ,e>
-CEOTEX'RLE UNDERLAYMENT
PAVEMENT DETAIL
NTS
r- `W r-
NATURAL GRO-NO
- - it
--- t2+
rnI 1 T� 9--1D
10' - 20'
SWALE DETAIL
r I J I I
NAIUTAL 3310.ND
e
1 71,
I T
CHANNEL DETAIL
vTyEE N 1°.0 fi°:,11211 `°° "°` CITY of JACKSONVILLE
In
t>s.wsA xc.swl usTwm, nw uamsw.x nrlaa" a+cwlacas w.r
\.list Kn'Ib lira fW1Jl1
*'4n..,,lr'`' DRAINAGE CHANNELS Mom« ;
PARKING BUMPER
HFumlF 4-an' nF FFNCF -1 ,eT,a, 11".. EXISTING SUSPENDED
EXISTING METAL ANCHORING SYSTEM -
ANCHORING SYSTEM - INSTALLED TO SAME
TO BE REMOVED SPECIFICATIONS AS
REMOVED SYSTEM.
GUARD RAIL MODIFICATION DETAIL
NOT TO SCALE
Deta s'Y+:JJ by A'- A`, 2),iu Ci; Cr;Ir<e'a ON 1CSf9•TrF. 'Y:'S:''
x y fILILR fARRIC
MIRAFI 103X OR EOUAL FIL-ER CLOTH I\ 3'-0" 1MDTF
s ¢ SECJRE TO =E\CINC. EXTEND FABRIC 12" INTO
CXCAVAT=D TZCNC i. NC OUR -A' 'MLL 0= PCRMITTCD.
VARIARI F AS D RFCTFC I'f PURI IC S=RVICFS OIRFCTOR
•r•.:,, ;'':;'.. NJKMA_ S'h'AC NG d' U" MAX.,
y''Ar.•`.' REDUCE TO 4'-0" NEAR I -OW AREAS.
.y l a.
14,
u, NqTt i� '
J N"
N' „%�<.W N'
WL-ULJ WIRL fLNC_ 4' SHACL.
TOP & DGTTOM WIRES ARE 10
GUAGE MIN., IN-ERN_I:IA-E
WIRES ARE '2 1/2 GUAGE MIN.
EXTEND FEf\CE 6' INTO
EXCAVATED TRENCH
1.33 ## PER LF
SLLf--A51LNING SILLL 110515.
URIVL JCSIS 24" INIO GHULNU
RRACF POSTS A -
LOW JOINT
110' MAX.
>: y
Tthe—
soil STE=L CRIVE FOSTS
NOTES= H OUIN. LRLJ (fUR LNS AHL= SOILS)
TI oe in backflll into trench and compafirmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence, No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the' silt fence, excavate a
6"x6" sediment trench uphill along the 11ne of posts whenever possible.
4. Tonal drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
p °P'611,1 '�` CITY of JACKSONVILLE
�,C 1tlaa,viOe,NG26/l al seas 7M JA0®Mi: atAIMMIID sQs'AMM aaT
TYPICAL Nee'b$mb a 50.02
_.,,� �.�•�' SILT FENCE 2 DAM _
PIPE/CURB
OUTLET \
PROFILE VIEW
PLAN VIEW
GEO-TEXTILE
UNDERLAYMENT
11 S.Y. 6" RIP —RAP (12"THICK)
W/GEOTEXTILE UNDERLAYMENT
END —TREATMENT
DETAIL
PLAN VIEW SCALE 1 "=5'
PROFILE VIEW NO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DETAIL SHEET
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONALLE, NC 28540
PHONE: [phone] DATE: 10-28-11
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ®jlpnc.com
GRAPHIC SCALE
a M ee 120
(IN`)
1 inch >¢ 30 n SHEET 4 OF 4
WL-ULJ WIRL fLNC_ 4' SHACL.
TOP & DGTTOM WIRES ARE 10
GUAGE MIN., IN-ERN_I:IA-E
WIRES ARE '2 1/2 GUAGE MIN.
EXTEND FEf\CE 6' INTO
EXCAVATED TRENCH
1.33 ## PER LF
SLLf--A51LNING SILLL 110515.
URIVL JCSIS 24" INIO GHULNU
RRACF POSTS A -
LOW JOINT
110' MAX.
>: y
Tthe—
soil STE=L CRIVE FOSTS
NOTES= H OUIN. LRLJ (fUR LNS AHL= SOILS)
TI oe in backflll into trench and compafirmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence, No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the' silt fence, excavate a
6"x6" sediment trench uphill along the 11ne of posts whenever possible.
4. Tonal drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
p °P'611,1 '�` CITY of JACKSONVILLE
�,C 1tlaa,viOe,NG26/l al seas 7M JA0®Mi: atAIMMIID sQs'AMM aaT
TYPICAL Nee'b$mb a 50.02
_.,,� �.�•�' SILT FENCE 2 DAM _
PIPE/CURB
OUTLET \
PROFILE VIEW
PLAN VIEW
GEO-TEXTILE
UNDERLAYMENT
11 S.Y. 6" RIP —RAP (12"THICK)
W/GEOTEXTILE UNDERLAYMENT
END —TREATMENT
DETAIL
PLAN VIEW SCALE 1 "=5'
PROFILE VIEW NO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
DETAIL SHEET
PREPARED FOR
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONALLE, NC 28540
PHONE: [phone] DATE: 10-28-11
SCALE: 1"= 30' F.B. , PG.
JOB # 2010-12248 Email: BrianJ®jlpnc.com
GRAPHIC SCALE
a M ee 120
(IN`)
1 inch >¢ 30 n SHEET 4 OF 4

H
0
W
x
CL
(U
,It
0
0
cu
ON
3
N
Ln
d
4
rn
3
/
u
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a)
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d
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a
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d
d
0
CD
0i
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u
a)
0
L
CL
J
0
AS OF MARCH 2O12 (PRIOR TO MARCH 2O12 PARKING IMPROVEMENTS)
(INCLUDING MARCH 2O12 PARKING IMPROVEMENTS)
REVISIONS
TOTAL "IN -PLACE"
HIGH DENSITY
HIGH DENSITY
LOW DENSITY
HIGH DENSITY
HIGH DENSITY
LOW DENSITY
AS OF MARCH 2O12
PRE-1988 BUA
POCKET NO. 1
POCKET NO. 2
PROJECT AREA
POCKET NO. 1
POCKET NO. 2
PROJECT AREA
L I
BUILDING
�
a t.
u
BUILDINGS 211,135 SF
92,675 SF
BUILDINGS 84,329 SF
BUILDINGS 9,824 SF
116,982 SF
BUILDINGS 84,329 SF
BUILDINGS 9,824 SF
116,982 sf
Q
a
In o
(�
^
i N
Z
W p^M
t a
11
PARKING
-
"= ism
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cn
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o E � w LZ
cz;=t
(n
E Yi
c U.
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U
v y
> ° =UjNZ
w ° 0
STREETS/PARKING new 38,971 SF
STREETS/PARKING new 38,971 SF
existing51.224 SF
164,813 SF
om
., M m
C
PARKING 433,136 SF
169.231 SF
PARKING 175,865 SF
existing51.224 SF
90,195 SF
167,076 SF
PARKING 182,504 SF
90,195 SF
N
10 m W
>
U d
V10
a
n -AIL
SIDEWALKS
_
-
.�
..
.-
r
Otir ... •" QPati,
a
SIDEWALKS 42,557 SF
2,626 SF
SIDEWALKS 23,383 SF
SIDEWALK 2,508 SF
16,666 SF
SIDEWALKS 23,383 SF
SIDEWALK 2,508 SF
16,666 SF
OFFSI TE
Z .�
W • r=I
Z
WHITE STREET - 5,378* SF
WHITE STREET - 5,378* SF
WHITE STREET - 5,378* SF
0 SF
0 SF
WHITE STREET - 5,378* SF
0 SF
0 SF
1 a
N
V)
Q
W
N
FUTURE
N/A
OSF
OSF
W
� =
0
N/A
U.
a
W 43
x
41,000 SF
0 SF
41,000 SF
0 SF
3
wV
a
N
_W
0_
{t 9Sv3i7
N
..J
INCL. ABOVE IN
APPROVED
5 Z
EXISTING
N/A
N/A
BOVE IN
B DGSA PA KING &
INCL. ABOVE IN
BLDGS, PARKING &
SIDEWALK
INCL. ABOVE IN
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
W 0
W O
13-
SIDEWALK
PARKING
PARKING
DIVISION OF WATER QUALITY
-
SS�
0
0 SF
0 SF
PRE 1988
M
-
M
- 4
EXISTING
"'A
�
MnRu9n,,
SCALE: 1" 400'
269,910 SF
18,245 SF
51,224 SF
200,441 SF
18,245 SF
51,224 SF
198,178 SF
DATE: 3/8/12
102,527 SF EXISTING
143,527 SF INCL FUTURE
TOTAL BUA 298,461 SF Intl pre88 bua
102,527 SF EXISTING
TOTAL BUA 300,724 SF Ind pre88 bua
295,594 SF
PROJECT: 04-0045
692,206 SF
269,910 SF
268,955 SF
143,527 SF INCL FUTURE
TOTAL POST 1988 BUA = 100,283 SF
TOTAL POST 1988 BUA = 100,283 SF
TOTAL
DRAWN BY:
SUPPLEMENT 1 OF I

/ / 1 44.72 ACRES
1.947,948.74 SOFT
(ZONED-0&1)
\
HILBEJONES
/ D.B.16 T M. 244
D.8.1666, P.244
TRACT II
\
(ZONED-IND)
(VACANT)
\ �r
BRITTHAVEN NURSING HOME
NOW OR FORMERLY /
NEIL REALTY CO.
D.B.469, P.75
M.B.27, P.45
(MEDICALMURSING HOME USE)
Offsite Area - 8,777 sf
(Portion White St. R/W
w/ 5,378 sf BUA)
NN
4.40.
O/ WHITE STREET
`\ PROPERTIES •ODl ry�
DO,1549, PAT ,,�♦ .a.
.16, Gx 11.11.27, P.212 Q „
\ Oe Z4lt, (VACANT)
: q�• h?���j v d2
� .
O O_ Gf / ♦ o- i
\ / M
PATE STREET
2 \ MIT PROPERTIES
D.B.15411, P.41 l
N.B.2], P.212 Q V
\ (VACANT) 11 i
xos a -
-0
O MITE STREET
PROPERTIESDI P.41
M.8.27, P.212
(VACANT) ;r/v
P
ED AREA _ ^.
JONES ONSLOW ELECTRIC
MEMBERSHIP CORP.
D.B.374, P.184
(POWER COMPANY)
b ASpS\
AREA T
J.
ONSLOWWWOMEN''SCENTER. INC..
A NON PROFIT �PORATION
D.B.16BB. P.734 K 1503
M.B.43. SL. -
(MEOICAL OFFIP.76. CE USE)
WOODED AREA
AREA
404
1.04 ACRES
.4wan 60.R.
/ 404 WETLANDS
j
ro
, DP
4r .i
M
N•wr1
VEN L/,R ACDESS a �•� �- --� -"1 1 a
/ /��RE • 2:D Ia MAGE�D C_t ) rre" rA 'IF Ilsw. 4L1 (A5 PER M.B.23 P EXISTING I High Density Pocket No. 2
AW W i-STORY
BRICK / ExiSn ••� I (MOTORCYCLE rainage Area - 172,945
C)'V 0 1-ST, .- > S.B.R.E.. LLC. Hatched Area
SU'LD,NCBLOC,Y Y
0
zd on• I a NORTH CAROUNA ( )
/ a I -,•,,, I LIMITED LIABILITY
COMPANY
I 1-sloRr 1 DO 1742, P.0810
N BUILD k GNMiR C J I I r3� I l P.625)
BDILDWO 4 V P.150)
a RETML USE I p r2 D. BLAR NARROID 20' OED A ( PER D B 3B2,
J ALLTENANTS LM. BARKER w r (CREATED
BgO, LLC. AS MIN
t_ ARTHUR M. SILVER INVESTMENT$ M} m -.� MI aTM CABOLP+A COMMON
D.B.783, P.490 TIRE COUNTRY, INC. UMITEµY�I D.B.10x2. P.eu
/ W c y� D.B.768, P.803 CAMP P.OIXl1 1
D.B.n49, P.2�
'4'� 2D D.kU.E.(P R M.O.
� ••• o-
qM
� h
JI o------_
BOULE
1470 WESTERN _ �_P - o
R w N C.S.R. _ (BgUg-- ��� -0 42.e
N1 b
CD
r
i1u I
MF.F LEy,.3a.o7
S.1SB Si.
m
r..
ONSLOW MEMORIAL HOSPITAL FOUNDATION /
D.B.1041, P.351
(VACANT)
Total Project Area Boundary/
Onsite - 1,947,948 sf
Offsite - 8,777 sf /
6i 45 A Total - 1,956,725 sf
FR �B,a iVi'
{
EG A
High Density Pocket No. 1 Drainage Area
(Crosshatched Area - 594,158 sf) 40,
o-
o-
N.C.G.S, MON. "WINCH" -��
FQANDREW
GS
-"-'--
DWNR, C
BETTY A. DAVIS
N-370,499.7934
E-2,486,121.0183
---D.B.1674, P.700
0. , P.250
833-
--�
(ZONED-81)
-
'mf$
'
ONAD
�
(ZONED - Bi)99096
REF: 0.8,390. P.625 -� ---
D.B.477, P.204 �,.-�
D.B.1041, P.351 R7
MB10 P42
N 0 0 I
r � LID t
0
M.B.9. P,45
CURVE TABLE
CURVE
I CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S 6-14' 4"
214.64
7 '00"
411.971
217.15
1 111.16
C2
I SIO'4.3'50'E65.G8
I 1'11'41"
1 3121.38
1 65.OB
1 32.54
S, SANDY RUN MISSIONARY BAPTIST
57,91 EIP CHURCH APARTMENTS 1, INC.
D.B.396, P.586
(20NED-TCA)
k (APARTMENT USE)
/ / /�� ____1 ____1
ss
I /
/ ONSLOW COUNTY
MENTAL HEALTH CENTER
(ZONED-0&1) y Nh
(MEDICAL OFFICE USE) y2 Y } /
•• EIS
(DISTURBED)
N 3g 06 rv� N /
1j `� � ABA
YOMI OSUNKOYA AND
E J67 TB VAFE AWOMOLO
D.B 2450A P.146
zCM (MEDICAL OFFICE USE)
4�
E
t' 1
gN
�1 T
UNICORN
A ♦ ♦ 1 ♦ A • :
• •
����i♦i_♦ii !♦♦i`: i♦icy♦ V r / ..„(MEDICAL OFFICE USE)
♦♦1♦
.,4
4 A
►.• • +
ii.,+♦�'
w
"
��♦ 4
►.�.♦ try �.��
PI
ONSLOW MEDICAL
PROPERTIES, LLC
(MEDICAL OFFICE/PHARMACY US
.. PARK. INC.
,.
i
08.450
(jETAIL USE)
• • ' ' ..i:2111
J 1
ONSLOW COUNTY /
HOSPITAL AUTHORITY
D.B./
M. B.36. 36, P.142142
(MEDICAL OFFICE USE)
LINE
BEARING
LENGTH
W1
23.43
W2
13.29
W3
15.28
W4
,F
11.32
W5
4'
23.91
w6
'1'
23.27
W7
19.34
WB
30.96
W9
32.27
W10
10.75
W11
Ifirfr4I
8.06
W12
10.73
W13
15.12
W14
1,%00
WIS
15.24
W18
21.68
W17
NWI
18.97
W18
21.14
W19
21.15
W20
N2719I
2&31
W21
24.72
W22
•
22.22
W23
25.09
W24
N25I
24,05
W25
21.86
W26
20.28
W27
21.14
W28
23.41
W29
NOBWIrE
16.61
W3o
17.64
W31
32.21
W32
SIW12V
39.05
W33
21.04
W34
S7314I
19.92
W38
23.23
W36
NU29a=
24.86
W37
NirEI
36.25
W38
27.1
W39
S55
W40
3&N
W41
41116
LINE
BEARING
LENGTH
U
19.14
L2
53.73
L3
8&20
L4
SJOIWI
6&09
LS
M11Z4I
117.38
L6
NWI
17LOO
L7
/-9.41
L6
S4I E
51.77
702
5480.
50.54
g
50.064
L13
50.01
36.22
•••-NWI. I Pumpkin Center
13DB
WESTERN I BLVD.
JACKSONVILLE
VICINITY SKETCH
NOT TO SCALE
MASTER STORMWATER
LEGEND
Drainage Area / Project Area Boundary
•--------■mm•
Pre 1988 BUA (Shaded)
LLJ
High Density Pocket No. 1
El
Drainage Area (Hatched)
High Density Pocket No. 2
Drainage Area (Crosshatched)
March 2012 Parking Improvements
�\``
BUA To be Removed (Hatched)
March 2012 Parking Improvements
BUA To be Added (Solid)
■
QFMERAL I FG NB
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
ECM - EXISTING COMIC. MON.
SCM - SET CONIC. MOK
-E- - ELECTRIC POWER LINE
PP - POWER POLE
MH - SANITARY SEVER MANHOLE
PH • PUMPHOUSE
DLUE - DRAINAGE L UTILITY ESMT.
RRS - RAILROAD SPIKE
ST - SEPTIC TANK
PCB - PROPOSED CATCH BASIN
ECB - EXISTING CATCH BASIN
TB - TELEPHONE BOX
GV • GUY WIRE
SIP - SERVICE POLE
W - WATER VALVE
CO • CLEAN OUT
FM - FIRE HYDRANT
RCP • REINFORCED CONCRETE PIPE
CHIP - CORROGATED METAL PIPE
EB - ELECTRICAL BOX
SL - SECURITY LIGHT
JB . JUNCTMN BOX
1r VS 63 17 MID D
ai - DRROTP�BILET�
APPROVED
W.M. - WATER METER
CAB, • BOX
JIMIM BUILDING LINE
MIL - MINIMUM
NORTH CAROLENVIRONMENTAL
P AW PCIATLIGHT
MANAGEMENT COMMISSION
BA : LIGHT
DIVISION OF WATER QUALITY
LS LIFT
FOM FIBERTATIOPTIC MARKER
s<,F y_�;_,z
STORMWATER COMPUTATIONS AND MASTER PLAN BY:
N.C.G.S. MON. "MALL"
S S O7'S545" E 627,14' (GRID) N-373,648.1336
MF •r E-2, 485,532.5231
4.e 65.7 t)EAL
8148
CROWN AMERICAN ACQUISITION
ASSOCIATES II L.P.
D.B.1459, P.596 (� •'� kF','4 r.•`•
(ZONED - B1)
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 512 ON�SLOOW COUNTY
DRAWN FOR THE PURPOSE OF SHOWING THE APPROXIMATE LOCATION AC MILL AVENUE
J
OF THE RIGHT-OF-WAY OF JACKSONVILLE PARKWAY (CURRENTLY JACKSONVILLE NC, 28540
910-347-4717
UNDER CONSTRUCTION) IN RELATIONSHIP TO THE BOUNDARY OF ONSLOW
MEMORIAL HOSPITAL WITNESS MY ORIGINAL SIGNATURE, LICENSURE DEVELOPER:
NUMBER AND SEALTHIS_AY OF 20_. ONSLOW COUNTY HOSPITAL AUTHORITY
241 NEW RIVER DRIVE
JACKSONVILLE, NC 28541
JOHN L. PIERCE P.L.S. L-2596 910-577-4705
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
BUSINESS LICENSE : C-2553
MASTER STORMWATER PLAN
ONSLOW MEMORIAL HOSPITAL
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE. JAN 17, 2012
SCALE: 1"= 100' F.B.773 , P 69
JOB #2010-12248
REVISED
10-28-11 GRAPHIC SCALE
(
( IN FEET )
1 inch - 100 ft.

"Spot" Weld Typ.
d
"Spot" Weld Typ.
1-1/4" Steel
Bar Stock
/1-1/2" Steel End Bc
1-1/2" x 1/4"
/Steel Bar ®2"
O.C.
I
°
n d a
"Spot" Weld Typ. , a
a -
d b
1-1/2" Steel d
` Angle Frame Cont. e
all Sides
°
A °
d d
q
a
d
°. - e
Outlet ° q
Structure d.
Wall
Grate & Frame / Trash Rack
No Scale
5'-0";Square 6" Min
N i Typ..
00
r B-1
Grate & Frame
- - ---------- - - ---
Detail) � o
a � I
Draw -down Orifice - ,
Assy. (See Detail)
z 1
C/L----- --� u ---jNot
-- - CMP - --- Outlet Pipe
Trash Rock r
Typ. 3 Sides-- 1 I
(See Detail) iv SfPari for Parity _--
Excavate area around �_ '
orifice assembly as to No 5 Bar "U" Strop
provide unrestricted flow ��__________i-___-__-- -------- (Coot w/ Bitumastic)
1 �(3 Sides Typ.
TOP VIEW
Min.
Anti -Seep Collar
No Scale
NOTES
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE, INC. OR
EQUAL
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE do FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAWINGS) TO ENGINEER FOR
REVIEW AND APPROVAL.
1/4" Steel
Plate
6" Clear-cut
6" Cap w/,___�
.5" Drilled Hole
loll
Outlet
/ Structure
Wall
/
EL
6" PVC
Tee
6" PVC
Cont. Grout
Seal
Draw Down Orifice Assy.
No Scale
ELEVATIONS SCHEDULE
ELEVATIONS
LOCATION
•Al'
SCHEDULE
ELEVATION
21,00m
DESCRIPTMN
MAIN POND BOTTOM
'A2'
FOREBAY BOTTOM
23.00m
'B'
PERMANENT POND
32.00
•C.
TEMP. STORAGE
33.64
'D'
10 YEAR STORM
34.63
'EV
100 YEAR STORM
35.15
'F•
MIN. BERM ELEV
36.15
s INDLUDES REQ'D 1' SEDIMENT
STORAGE ZONE
sr OR
AS REO'D FOR ADEQUATE PIPE CLEARANCE
1
6" Min.
a -u zauore
"
6" Min.
6" Min
5'-0" S uare
4
WerNTS
Typ..
3 I S
I
I
Berm
T
Berm 70
Grate & Frame
Too Elev. "E2" v
-(See Detail)
No 5 Bar "U" Strop
Emer Emergency S
illwo mer enc S illwa
v Too Elev.
"E2"
"D"
(Coot w/ Bitumastic)Sto
Trash Rack
- •, ,
.,
Elev. "D"
(10
Elev. (10 yr storm.) v
Gant. Grout
e
(See Detail)
I-.
'
f.
p
yr storm.)
Trash Rack
Preco�t Weir
Seal
0erm
(See Detail)]'Preccst
(3 Sides)
Precast Hole
;I,.
'.
Elev. "C" (Storage Elev.) p
H' le
for Outlet Pipe
Elev. C
Storage Elev.)
.,
for Outlet, Pipe
�����
�� CMP Outlet
Pipe (Size per
_�
~,. ,.- 'j %- r
(.•
Draw -down Orifice
Assy. (See Detail)
Precast Hole
Drainage Plan)
Precast Hole
for Orifice Assy
- �, -I• '.
��
Elev. "B" Permanent Pond
for Ori ice Amy
�,��'"'
- ^"
` •,
Elev. °B"
Permanent Pond
-�_� .
- _
7 Bottom Elev.
_
,
1
won! Gr ut Seal
a
at Structure Location
'•; •
?,. `
1_6^
-6
12"• Concrete Ballast-'-
12
Anti -Seep Calla
Floor
(See Detail)
Excavate area around orifice
' - '
6" Min.
Anti -Float Block
assembly as
to provide
.'
Stone
(4 CY Concrete)
unrestricted
flow (Hatch Area)
8" No. 7 Stone
ottom Excavate area around orifice
assembly as to provide
Base Slob 6'-4" Square
Bose Slab 6'-4" Square
unrestricted flow (Hatch Area)
SECTION A-1
SECTION B-1
Outlet
Structure
Details
No Scale
TREATED 2x6
/OUTSIDE CAP
GALV. r THRU-BOLT
w/ NUT/WASHER
• 2' O.C.
TREATED 4x6
INSIDE CAP
4' VINYL SHEETPILE
"Qv. v,mcQ — xc n—xvuv,w
Baffle Wall Detail
No Scale
NOTE:
NO 'TIE BACK" RODS OR
ANCHORS REQUIRED AS WALL
IS NOT SUBJECT TO SOIL
RESTRAINT STRUCTURAL
LOADING. SHEETPILES,
HOWEVER, SHALL BE
ADEQUATELY EMBEDDED INTO
NATIVE SOIL STRATA AS
REQUIRED TO RESIST
HYDRAULIC FORCES (MINIMAL)
Baffle Wall 1
Baffle Wall 2
Baffle Wall Cross Sections
No Scale
NOTE: PROVIDE ALL STORAGE _
VOLUME BELOW EXISTING GROUND -
LEVEL (I.E., ENTIRE STORAGE VOLUME
SHALL BE EXCAVATED).
Pumped Flow Length and Width per SodTrap Schedule �1 5 Min.
�� � (Into Diffuser R/owe
Diffuser Skt Fence S. OUTLET!
Devlceer BnfflI _ _ _ _ _ \ _
Ek
B•
a TEES
PVC TO
CT. BOX
r Set Outlet at Elev. to M5 or #57 Washed
Maintain desired depth (4') Stone
CROSS—SECTION OF STONE OUTLET SECTION
no Diffuser Devise shah
consist of 55 Gallon drum
with series (20 min) of 1'
dritled holes near top of
drum.
Tempe Sediment Trap Detail
OWNER /DEVELOPER:
ONSLOW MEMORIAL HOSPITAL
214 New River Drive
Jacksonville, NC 28540
910-577-2345
No Scale
`'.)�i
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISS40N
54P 7-2td--17
UEnr( Yt-Sw
ECEIVE
,,_a > 5 207
BY:
V,
07
O
p
I
C
Ln
N N
M7
L
C
w
°
oM
' 011 N
a
b
C
m
2 E
0
X"
C
3
U_ 4"
WU��
70
N Z
2tri
C
LLY
8��
iQ
EO'�
C
C >ak<IW
ON
O
O
L N'
NZ
V
>.,��'"
=
ss_m
LU
..
+.J
(n
=
M
4J
Z
V
>
U
O
a
r01
CIO
.r.l
4-4
. i.d
Q
• rl
;I
a
O
NNQ)
0
O
ao
O
3
Cr
O Q
G �-
W
at
at N
w
a O
N
Q
W
W
a.
-I
Z
O
1-3
SCALE: 1" on 40•
DATE: 4/1 /2017
PROJECT: 1 —00??
DRAWN BY: C/DKN
SHEET jt /3
,

Location Map
11
I !
'---,10' DOUBLE (SHADED)
!I
I LEAF GATE
Il
I
j
50'x20' MIN STABILIZED
1 I
1 !JZUJ&00NAMA1N
1
111&&L&&LdLdA6&
!cLrJ
Treatment Pond - Plan
Scale: 1" = 30'
CONSTANT POND SURFACE AREA 21,859 S.F. ln! EL= 32.00
1.5' DESIGN SURFACE AREA = 26,338 S.F. 8 EL= 33.64
APPROX. TOTAL POND VOLUME = 109,223 CF
ACTUAL FOREBAY VOLUME = 22,108 CF (20.2% OF TOTAL VOLUME)
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER —EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROVNOCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
V S.H.W.T.0 N/A
V Elev. "E" ■
(100 yr storm)
Inlet Pipe (Size &
Material per
Drainage Plan
Undisturbed
Native
Material
"Overexcavate" Pond by 24" and
Backfill with 12" compacted clay'
material (see note) do 12" topsoil
(NOT REQUIRED)
NOTE CONCERNING POND LINER
Pond liner shall be constructed of 12" compacted clay material
(hydraulic conductivity < 1X10—s cm/sec) either obtained on —site or
from offsite source. Contractor shall provide hydraulic conductivity
test results to assure material meets the above requirements.
Alternately, Contractor may provide an HOPE liner with equivalent
effective hydraulic conductivity.
ELEVATIONS
SCHEDULE
L13{'ATI13N
'Al'
DESCRIPTION
MAIN POND BOTTOM
OVATION
21.00w
'A2'
FOREBAY BOTTOM
23.000
'B'
PERMANENT POND
3200
'C'
TEMP. STORAGE
33.64
'D'
10 YEAR STORM
34.63
'El'
100 YEAR STORM
35.15
'F'
MIN. BERM ELEV
36.15
■ INDLUDES REQ'D 1' SEDIMENT
STORAGE ZONE
ated Shelf Plantings
Planting Scedule)
120 day Liner,,
(NOT REQUIRED)
SED
(SEE NOTE A
TAIL)
NOTES@
A. Proposed pond proposed to be constructed at
location of existing stormwater pond. Contractor
shall dewater the existing pond, pumping first Into a
temportary sediment trap, at location shown.
Contractor shall take all necessary measures to
prevent sediment from leaving the worksite.
Contractor Is solely responsible for removal an any
sediment from adjacent wetlands or drainage courses.
B. See Baffle Wall Detail for additional elevational
Information.
C. Contractor shall minimize area disturbed by
Construction Activities. Contractor shall Install
a0t fence and/or other approved
erosion/sedimentation control devices along the
entire downgradlent (low side) of disturbed areas as
to Intercept and contain any sediment laden
stormwoter leaving the site.
0. All excess waste sell materials shall be removed
from the immediate pond site but may be disposed
of at on —site (within 1/2 mile) disposal area, the
location of said site to be determined by Onsow,
Memorial Hospital staff. All other waste materials
(trash, old fencing, etc) shall be removed entirely
from the site and disposed of In an approved
manner (i.e. landfill).
SEEDING S
NOTE, ONLY AREAS ABOVE THE VEGETATED SHELF NAY BE SEEDEO/MU.c1E9.
VEGETATED SHELF SHALL RELIEVE PLANTINGS AND/M SOD PER THE
VEGETATED SHELF DETAI4
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORT( INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATOON RATE
LIME 2 TONS/ACRE
2OX SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(WIO-10) 1000 POUIOS/ACRE
APRIL - JULY
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (MULLED)
10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA OUNHIULLED)
20 POUNDS/ACRE
RYE (GRAIN)
25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK
300 GALLONS/ACRE
NOTE- OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
SEEDBED PREPARATION NOTES
L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-G' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SWILL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE 11F VEGETATMK SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHGVN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LW TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE IN ADDITION, PROVIDE 15 LBS/1000 SF. 13F SUPER
3 PHOSPHATE. TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACC13RDM TO SOIL TEST
REPORT.
6 LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION
Embankment shall be constructed of uniform native material (free of
excess silt, rock or gravel, debris or vegetative matter) compacted to
95R of maximum dry density in accordance with ASTM D1557 (8'-12"
Lifts)
12" Topsoil Vegetated Shelf Plantings
(See Planting Scedule)
Treatment Pond - Section
12" Clay
Outlet Structure
- (See Detail) —\
(100 " x storm) T7,
Draw Down Orifice'
Assy. (See Detail)
12" Topsoil
Pipe (Size per Drainage Plan)
11
POND 1
AREA )
X
ER 8 Surgical Pavillion
Pond Dimensions & Layout
Scale: I" = 30'
VEGETATED SHELF F PLANTING
NOTE:
SCHEDULE
1) Planting schedule applies ONLY
to the vegetated shelf and/or vegetated
filter (if applicable).
2) Prior to planting, Contractor shall
estabish correct and unitorm
grade and
spread 4" topsoil material over all
areas to be planted.
Contractor shell plant the lower 5' of
Contractor shall plant the upper 5' of
vegetated shelf (i.e. above normal pond) with
vegetated shelf (i.e. below normal pond) with
3 different varieties from the below list.
3 different varieties from the below list.
Shallow Plant Varieties
Acceptable Shallow Water Plant Varieties
Botanical Name Common Name
Permitted Land
Botanical Nome
Common Name
Herbaceous Plants
Herbaceous Plants
Acorus subcordatum Sweetflog
Ascleplas Incarnate
Swomp Milkweed
Alisma subcordatum Water plantain
Carex tenero
Quill sedge
Hydrolea quadrivolvis Waterpod
Chalons glabra
White Turtleheod
Iris virginica Blue flag Iris
Eupotoriodelphus dubius
Dwarf Joe Pye Weed
Juncus effusus var. pytaei or
Eupotoriadelphus fiatulosus
Joe Pye Weed
solutus Soft rush
Eupatoriodelphus maculatus
Spotted trumpetweed
Ludwigia app. Primrose willow
Hibiscus coccineus
Scarlet rose mallow
PNtandra virginico Arrow arum
Hibiscus loevis
Halberdleof rosemallow
Pontederia cordate Pickerelweed
Kosteletzkya virginica
Seashore Mallow
Sagittaria letifolia Duck Potato
Lobelia cardinalis
Cardinal flower
Sogittaria Iancifollo Bulltongue
Lobelia elongate
Longleaf IobeHa
Saururus cemuus Lizard's tail
Lobelia elphilitica
Greet blue Labelle
Schoenoplectus tabemaemontoni Soft stem bulrush
Rhynchosporo colorato
Starrush whitstop
Schoenoplectue omericanue Threesquare bulrush
Sacchorum baldwinii
Narrow plumegrass
Schoenoplectus pungens car.
Shrubs
pungens
Aronia arbutifdia
Red Chokeberry
Scirpus cyperinus Wodgroas
Cepholonthus occidentalis
Common Buttonbush
Zizaniopsis miliacea _ Giant cutgross
Clethra alnifolia
Sweet pepperbush
Minimum planting density shall be 50 plants
Minimum planting density shall
be 50 plants
per 200 ef. Therefore, Contractor shall
per 200 of. Therefore. Contractor shall
provide 780 total (2K each variety) Shallow
provide 4. total (= each variety) Shallow
Water Plantings.
Land Plantings.
Emergency Spillway (Elev. per Site Plan)
Collar Outlet Protection
(See Erosion/Sed.
Plan)
OWNER /DEVEM OPER:
ONSLOW MEMORIAL HOSPITAL
214 New River Drive
Jacksonville, NC 28540
910-577-2345
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings Into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon installation of selected species,
contractor shall fill pond to normal pod Q$ shall be responsible for
oerlodic irrigation of plonthhas to ensure their survival. Engineer _
10' Veg. Shelf ECE' V L=
e Above 5' Below APR 2 5 201i
I Perm Pond Perm) Pond
Seed and mulch and/or
Centipede Sod (See Genera
Planting Schedule)
"Shallow L90d Vegetated Shelf Plontinga Permanent Pond
(See Veg. Shelf Planting Schedule for
acceptable varieties and planting density)
"Shallow �lBf" Vegetated Shelf PlantingsI /3:1 Bottom Slope
(See Veg. Shelf Planting Schedule for
acceptable varieties and planting density)
Vegetated Shelf - Typical Section
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SCALE: 1 r as 40'
DATE: 4/1 /2017
PROJECT: 1 —00??
DRAWN BY: C/DKN
Scale: None (Vertically Exaggerated)
SHEET I1/3

EARTHWORK
PLANTS
PLANTS (Con't)
PART 1 - GENERAL
1.1 SUMMARY
A. This Section Includes the following:
1. Preparing sub grades for slabs -on -grade, walks, pavements, lawns, and plantings.
2. Excavating and badkfilling for buildings, structures, utnities, etkrmwater treatment devices. etc.
3. Sub base tours for concrete walks and pavements.
Delete Unit Prices Article If excavation is unclassified.
1.2 DEFINITIONS
A. Backfnl: Son materials used to FRI an excavation.
1. Initial Backf ll: Backf ll placed beside and over pipe In a trench, including haunches to support sides of
pipe.
2. Final Backfnl: Bockflll placed over Initial backfill to fill a trench.
B. Base Course: Layer placed between the sub base course and asphalt paving.
C. Bedding Course: Layer placed over the excavated cob grade In a trench before laying pipe.
D. Barrow: Satisfactory son Imparted from off -efts for use as Of or backfill.
E. Drainage Course: Layer supporting Nob -on -grade used to minimize copRlory Row of pore water.
F. Excavation: Removal of material encountered above sub grade elevations.
1. Additional Excavation: Excavation below sub grade elevations as directed by Architect/Engineer. Additional
excavation and replacement material will be paid for according to Contract provisions for changes in the
Work.
2. Bulk Excavation: Excavations more than 10 feet in width and pits more than 30 feet In either length or
width.
3. Unauthorized Excavation: Excavation below sub grade elevations or beyond Indicated dimensions without
direction by Arehited/lEngineer. Unauthorized excavation, as well as remedial work directed by Architect, shall
be without additional compensation.
G. FRI: Sol materials used to rain existing grades.
Delete rock definition If excavation Is unclassified.
H. Structures. Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical
appurtenances., or other man -mode stationary features constructed above or below the ground surface.
I. Sub base Course: Layer paced between the sub grade and base course for asphalt paving, or layer placed
between the sub grade and a concrete pavement or walk.
J. Sub grade. Surface or elevation remaining after competing excavation, or tap surface of a fill or backfin
Immediately below sub base, drainage fill, or topsoil materials.
K. Unsatisfactory Sale. ASTM 0 2487 son classification groups MH, CL CH, OL. OH, and PT, or a
combination of then group symbols.
1. Unsatisfactory sons also Include satisfactory sols not maintained within 2 percent of optimum moisture
content at time of compaction.
L UtRitln Include on -site underground pipes, conduits, ducts, and cables, as well as underground services
within buildings.
1.3 SUBMITTALS
A. Test Reports: Submit test reports Indicating suitablity of all materials proposed to be supplied from
offsite.
1.4 QUALITY ASSURANCE
Retain penxcavation conference on lager projects.
A. Pre-Exeavation Conference: Conduct conference at Project site to coordinate demolition and excavation
Retch existing utilities paragraph where appropriate.
A. Existing Utilities: Do not Interrupt utnitles serving foelltis occupied by Owner or others unless permitted
in writing by Architect and then only after arranging to provide temporary utility services according to
requirements indicated:
1. Notify Architect not less than two days In advance of proposed utility Interruptions.
2. Do not proceed with utility Interruptions without Architect's written permission.
3. Contact utlity-locator service for am where Project Is located before excavating.
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not ovalable from
excavations.
B. Satisfactory Soles: ASTM D 2487 son dassifkotlon groups GC, SC, CL, ML, GW, GP, GM, SW, SP, and Set,
or a combination of then group symbols; free of rock or grovel longer than 3 Inches In any dimension,
debris, waste, frozen materials, vegetation, and other deleterious matter.
C. Badcffll and FRI: Satisfactory soil materials.
D. Sub base: Naturally or artificially graded mixture of natural or cashed growl, crushed stone, and natural
or crushed sand; ASTM 0 2940; with at least 90 percent passing a 1-1/2- Inch sieve and not more then
12 percent passing a No. 200 sieve.
P P 9
E. Base (Aggregate Some Course (ABC)): Naturally or artificially graded mixture of natural or crushed growl,
crushed stone, and natural or crushed sand; ASTM 0 2940; with at least 95 percent passing a 1-1/2-inch
sieve and not more than 8 percent passing a No. 200 skew. In addition, ABC material Man conform to the
requirements of NCDOT Standard Specifications for Roads and Structures. Division 10 Sections 1006 & 1010.
F. Engineered FRI: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and
natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch slew and not more
than 12 percent passing a No. 200 Wove.
G. Bedding: Naturally or artificialy graded mixture of natural or crushed growl, crushed stone, and natural
or crushed sand: ASTM D 2940; except with 100 percent passing a 1-Inch sieve and not more than 8
percent passing a No. 200 slew.
H. Structural FRI and BackOl: Inorganic son with a maximum particle size of no more than 3 Inches,
plasticity Index of 20 or less, and maximum dry density of at least 90 pounds per cubic foot when tested
by the Standard Proctor Method (ASTM D 698).
2.2 SOURCE QUALITY CONTROL
A. Test all off -site materials used for suitability under requirements of this section.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect structures, utnitle% sidewalks, pavements, and other facilities from damage caused by settlement,
lateral movement, undermining, washout, and other hazards created by earthwork operations.
B. Protect sub grades and foundation soils against freezing temperatures or front. Provide protective
Insulating materials as necessary.
C. Provide erosion -control measures to prevent erosion or displacement of wogs and discharge of
soil -bearing water runoff or airborne dust to adjacent properties and walkways.
3.2 DEWATERING
A. Prevent surface water and pound water from entering excavations, from ponding on prepared sub grades.
and from flooding Project site and surrounding area.
B. Protect sub grades from softening, undermining, washout, and damage by rain or water accumulation.
1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate In
excavations. Do not use excavated trenches as temporary drainage ditches.
2. Install a deeatering system to keep sub grades dry and convey pound water away from excavations.
Maintain until dewatering is no longer required.
3.3 EXPLOSIVES
A. Explosives: Do not use explosives.
3.4 EXCAVATION FOR WALKS AND PAVEMENTS
A. Excavate surfaces under walks and pavements to Indicated cross sections, elevations, and grades.
3.5 APPROVAL OF SUB GRADE
A. Notify Architect/Enginew and Testing Agency when excavations have reached required sub grade.
B. If Archited/Enghew or Testing Agency determines that unsatisfactory soil Is present, continue excavation
and replace with compacted backfll or fill material as directed.
1. Additional excavation and replacement material will be paid for according to Contract provisions for
changes h the Work.
C. Proof roll sub grade with heavy pneumotk-tired equipment with a minimum loaded weight of 25 tons to
Identify soft pockets and areas of excess yielding. Do not proof roll wet or saturated sub grades. Testing
Agency must observe proof roll and provide a written report of the observations to the Architect/Engl ow.
D. Reconstruct sub grades damaged by freezing temperatures, frost, rah, accumulated water, or construction
activities and retest. as directed by Architect/Enginew.
3.6 UNAUTHORIZED EXCAVATION
A. FRI unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete
foundation or footing to excavation bottom, without altering top elevation. Leon concrete fill may be used
when approved by Architect.
1. FRI unauthorized excavations under other construction or utility pips as directed by Architect/Enginew
3.7 STORAGE OF SOIL MATERIALS
A. Stockpile borrow materials and satisfactory excavated son materials. Stockpile won materials without
Intermixing. Place, grads, and shape stockpRes to drain surface water. Cow to prevent windblown dust.
1. Stockpile sag materials away from edge of excavations. Do not store within drip line of remaining trees.
3.8 BACKFlLL
A. Place and compact backfin In excavations promptly, but not before completing the following:
1. Construction below finish grade Including, where applicable, damp proofing, waterproofing, and perimeter
Insulation.
2. Surveying locations of underground utilities for record documents.
3. Inspecting and testing underground utRltles.
4. Removing concrete formwork.
5. Removing trash and debris.
6. Removing temporary shoring and bracing, and sheeting.
7. Installing permanent or temporary horizontal bracing on horizontally supported wails.
3.9 FILL
A. Preparation: Remove vegetation, topsoil, debris, unsatisfactory soil materials, obstructions, and deleterious
materials from ground surface before placing fills.
8. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so Of material
will bond with existing material.
C. Plop and compact Of material In layers to required elevations as follows:
1. Use satisfactory son material except where otherwise Indicated.
3.10 MOISTURE CONTROL
A. Uniformly molsten or carats sub grade and each subsequent fill or backfin layer before compaction to
within 2 percent of optimum moisture content or as approved by the Testing Agency or Gsotedmlcal
Engineer.
1. Do not place bockf ll or PoI material an surfaces that are muddy, frozen, or contain frost or Ice.
2. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds optimum
moisture content by 2 percent and is too wet to compact to specified dry unit weight.
3.11 COMPACTION OF 13ACKFILLS AND FILLS
A. Place backRl and 91 materials In layers not more than 8 Inches In loon depth for material compacted
by heavy compaction equipment, and not mom than 4 Inches in loose depth for material compacted by
hand -operated tampers.
B. Place bockfll and Of materials evenly on all sides of structures to required elevations. and uniformly
along the hell length of each structure.
C. Compact soil to not lees than the following percentages of maximum dry density according to ASIM D
698:
1. Under structures. bundling slabs, steps, and pavements. scarify and re-oompact top 12 Inches of existing
sub grade and each layer of backfin or fill material at 98 percent. NI other fn1 compacted to 95 Percent
union otherwise Indicated.
2. Under walkways, scarify and re -compact top 6 Inches below sub grade and compact each layer of backfil
or fill material at 95 percent.
3. Under lawn or unpaved areas. scarify and re -compact top 12 inches below sub grade and compact each
layer of backfin or fill material at 90 percent.
4. Utility trenches shall be compacted to 95 percent.
3.12 GRADING
A. General: Uniformly grade areas to a smooth surface, fen from Irregular surface changes. Comply with
compaction requirements and grade to cram sections, lines. and elevations indicated.
1. Provide a smooth transition between adjacent existing grades and new grades.
2. Cut out soft spots, Of low spots, and trim high spots to comply with required surface tolerances.
B. Site Grading: Slope grades to direct water away from buildings and to prevent pandhg. Finish sub grades
to required elevations within the following tolerances:
1. Lawn or Unpaved Areas (Including Stormwater Treatment Devices): Plus or minus 1 Inch when tested with
a 10-fact straightedge.
2. Walks: Plus 1/2 Inch or minus i Inch when tested with a 10-fact straightedge.
3. Pavements: Plus 1/4 inch or minus 1/2 inch when tested with a 10-foot straightedge.
C. Grading Inside Bundling Lines: Finish sub grade to a tolerance of plus 1/4 inch or minus 1/2 inch when
tested with a 10-fact straightedge.
3.13 SUBSURFACE DRAINAGE
A. Drainage Piping: Drainage pipe is specified In Division 33, Section 'Sub drainage."
3.14 SUB BASE AND BASE COURSES
A. Under pavements, curbs and walks place sub bass course an prepared sub grade and as fancier
1. Place base course material over sub base.
2. Compact sub base and base courses at optimum moisture content to required grades, Ibs, cross
sections. and thickness to not Ises than 98 percent of maximum dry density according to ASTM D 698.
3. Shape sub boss and ban to required crown elevations and cross -slope grads.
4. When thickness of compacted sub ban or ban course Is 6 Inches or less, place moterials In a single
5. When thickness of compacted sub ban or ban course exceeds 6 Inches. place materials In equal layers,
with no layer more than 5 Inches thick or Ise than 3 Inches thick when compacted.
6. Sub base preparation and ban course placement, shaping and compaction shall be In accordance with
NCDOT Standard Specifications for Roads and Structures, Section 520.
B. Pavement Shoulders: Place shoulders dong edges of sub base and ban course to prevent lateral
movement. Construct shoulders, at least 12 Inches wile, of satisfactory soil materials and compact
simultaneously with each sub bass and boom lays to not Ise than 95 percent of maximum dry density
according to ASTM D 1557.
3.15 DRAINAGE COURSE
A. Under slabs-on-grode, place drainage course an prepared sub grode and as follows.
1. Compact drainage course to required cross sections and thickness to not less than 95 percent of
maximum dry unit weft according to ASTM D 698.
2. When compacted thickness of drainage course is 6 Inches or less, plop materials In a single layer.
3. When compacted thickness of drainage course exceeds 6 Inches, place materials In squd layers, with no
layer more than 6 Inches thick or less than 3 Inches thick when compacted.
3.16 FIELD QUALITY CONTROL
A. Testing Agency. Contractor will employ a qualified Independent geotechnled engineering testing agency to
perform field quality -control testing.
B. Allow testing agenay to inspect and test sub grades and each fill or backfill layer. Proceed with
subsequent earthwork only after toot results for previously completed work comply with requirements.
C. Footing Sub grade: At footing sub grades, at least one test of each son stratum will be performed to
verify design -booing capacities. Subsequent verification and approval of other footing sub grades may be
band an a visual comparison of sub grade with tested sub grade when approved by Architect.
0. Testing agency will test compaction of sale In place according to ASTM D 1556, ASTM D 2167,
ASTM D 2922, and ASTM D 2937, as opp1coble. Tests all be performed at the fallowing locations and
frequencies:
1. Paved and Building Slab Areas: At sub grade and at each compacted fill and baekfln layer, at least one
test for every 2000 sq. ft. or den of paved area or building slab, but In no pee fewer than then tests.
E. When testing agency reports that sub trades, fills, or backflle have not achieved dagres of compaction
specified, scarify and moisten or carats, or remove and replace sol to depth required; re-compoct and
retest untn specified compaction is obtained.
3.17 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep from of
trash and debris.
B. Repair and reestablish grades to specified tolerances where competed or partiany completed surfaces
become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or
weather conditions.
1. Scarify or remove and replace son material to depth as directed by Architect; reshape and re -compact.
C. Where wattling occurs before Project correction period slapses. remove finished surfacing, backfill with
additional soil material, compact, and reconstruct surfacing.
1. Reston appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate
evidence of restoration to the greatest extent possible.
3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Dlposd: Remove surplus satisfactory and waste material, trash, and debris, and legally dispose of it off
Owner's property at no additional cost to the owner. Unsatisfactory sal materials may be disposed of onsite
at an on -site disposal am to be designated by the Owner.
END OF SECTION
TEMPORARY EROSION & SEDIMENT CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Temporary erosion and sedimentation control measures during construction.
2. Cleaning, repair, and restoration of adjoining properties and roods necessitated by erosion and
sedimentation from the project site during the course of the project.
S. The following Sections contain requirements that relate to this Section:
1. Division 01. Section "Summary"for restrictions on use of site and related protection of existing site
features.
2. Division 01, Section 'Submittd Procedures"for construction schedulhg requirements related to this work
3. Division 02. Section 'Turf and Grosses"for eeedhg and maintenance requirements for temporary vegetative
pour.
1.2 DEFINITIONS
A. Son stabilization refers to measures which protect soil from the erosive faces of raindrop Impact and
flowing water.
B. Erosion control structures refers to silt fences, sediment traps, cutlet traps, diversion berms, stablized
construction entrances, and similar devices constructed for the purpose of retaining and controlling sediment.
1.3 SYSTEM DESCRIPTION
A. Performance Requirements: Most the following requirements:
1. Control erosion an the construction site.
2. Protect existing undisturbed areas from effects of erosion.
3. Retain sediment within the boundaries of the site.
4. Prevent damage to properties outside the construction limits from silting due to construction of the
t
11..4o SUBMITTALS
A. Submittals for Quality Assurance
1. Regulatory of cials'fiold rports.
1.5 QUALITY ASSURANCE
Edit article for appropriate state jurisdiction.
A. Regulatory Requirements
1. Comply with requirements of North Carolina Erosion and Sediment Control 'Planning and Design
Monuol"(latest edition).
2. Comply with performance standards of North Carolina Sedimentation Pollution Control Act of 1973.
3. Comply with requirements of North Carolina Department of Environment, and Natural Resources, Division of
Land Resources, band Quality Section.
4. Comply with the requirements of NPDES Discharge Permit and associated monitoring and reporting
requirements.
5. Pay all fees, fines, and assessments related to Work of this Section charged or levied by authorities
having jurisdiction.
1.6 SEQUENCING AND SCHEDULING
A. Scheduling of wok
1. Schedule and perform clearing and grubbing operations such that subsequent grading operations and
erosion control applications can be Installed Immediately.
2. Conduct excavation, borrow, and embankment operations such that cuts and fills will be completed to
find grades in a continuous operation.
3. Disturbed areas left Inactive between any phone or grading shall be temporarily seeded within 15 calendar
days. Provisions for permanent ground aver must be accomplished an exposed elopes within 7 calendar
days, and In remaining areas within 15 working days or 21 calendar days, whichever Is shorter following the
completion of construction or development
4. Cover all areas that will be unworked for more than seven days with straw, wood fiber mulch, compost,
or equivalent. Also, cow areas before major storm swots.
Products
1.7 MATERIALS
A. Stone materials
1. Washed filter stone, ASTM D448-86(93), size as Indicated.
2. Rip rap stone, size as Indicated.
B. Geolintils
1. Sediment Fence Fabric: Polypropylene, woven monofRament geotext,s. UV and soil chemical resistant:
a. Puncture strength, ASTM 04833. 60 lb (265 N).
b. Apparent Opening Size, ASTM 04751, 40 US std. Sieve (0.425 mm).
e. Water Flow Rate, ASTM 04491. 75 gpm/ft2 (3055 I/min/m2).
d. Mira6 70OXG, TC MW [phone].
a. Goatee 914SC, Synthetic Industries [phone].
2. Synthetic Filter Fabric and Sediment Trap Fabric: Polypropylene. staple fiber, needle punched non -woven
geotextile, UV and sag chemical resistant:
a. Puncture strength, ASTM 04833, 55 ib (240 N).
b. Apparent Opening Size. ASTM 04751, 70 US aid. Sieve, (0.212 mm).
e. Water Flow Rate, ASTM 04491. 110 gpm/ft2 (4480 I/min/m2).
d. Mirafi 14ON, TC Mirafi.
e. Geotex 351. Synthetic Industries.
C. Erosion Control Blanket:
1. Erosion control blanket to be light weight degradable polyproplyene (1.64 Ibs/1000 of photodegradabls)
with 10OX agricultural wheat straw fiber blanket (0.5 Ibs/sq. yds., unless otherwise specified.
PART 2 - EXECUTION
2.1 EXAMINATION
A. Verify that condition of project mite corresponds with Information given In the construction drowhgs.
B. Inspect project site, areas of property outside of project site. and surrounding properties.
1. Note and bring to the Immediate attention of the Arehitect/Enginser any existing disturbed toll conditions,
erosion, or sedimentation requiring abatement or documentation.
Retain below when dose proximity of adjoining Improvements, requirement for disturbance up to property
Ihs, or other site restrictions Increase the potential for or consequences of ercelon and sediment damage to
adjoining property. Also retain where existing adjoining erosion or sedimentation requires documentation to
defend against possible future claims.
2. Provide project site border documentation In the form of a video tape or a complete series of
photographs dearly showing the existing conditions at the construction limits of the project site. Submit
copy to Architect/Engineer for record purposes.
C. Stabilize soil stockpiles with temporary vegetative cow or provide sediment trapping measures to prevent
son lose. Refer to Division 3$ Section 'Turf and Grosses."
0. Establish the ongle for graded slopes of won stockpiles and fins no greater than the angle which can be
retained by vegetative cow or other adequate arosion control devices.
E. Establish a permanent vegetative cover on denuded areas not otherwise stabilized.
F. Permanent vegetotion shale not be considered established until a ground cow Is achieved which, In the
opinion of the Architect/Enginew and the Era" Control Inspector or his designated agent, Is mature
enough to control moll erosion matiefactarly and to survive sewn weather conditions.
2.2 SEDIMENT CONTROL DEVICES
A. Construct all sediment can" devices prior to beginning clearing and grubbing of the site. Construct as
Indicated and as addRioncily required to provide sediment control specified and required by authorities having
jurisdiction.
1. Slt fencer. Construct as indicated utllzing metal posts (wood post not acceptable) of length adequate to
remain firmly secured. See" filter fabric to posts. Lop fabric ends minimum 12 Inchon and secure lop with
pow. Bury bottom edge of filter fabric In subpade as Indicated.
2. Sediment trope: Excavate to the required dknen"a and construct as Indicated, Including silt fence
babes.
3. Inlet Protection: Construct on indicated.
4. Diversion Ditch/Serms: Construct as Indicated and as additionally required to control runoff from
construction operations.
5. Stabilized construction entmcer. Construct as Indicated.
S. Stormwater Pond Excavation: Construct as indicated.
2.3 PROTECTION AND CLEANING
A. Maintain all devices for sedinent control In proper waking order for the duration of the project. When
control devices become flied halfway to capacity, remove sedknent and deposit onsits in such a manner as
to produce further erosion of deposited sediment Clean and reset device In proper working order.
8. Reston protection to protected stockpRes and elopes Immediately following disturbance.
2.4 REMOVAL OF TEMPORARY DEVICES
A. Request approval of Architect/Enginew and authorities having jurisdiction prior to dismantling of erosion
control devices.
B. Dismantle and remove sit fencer dean out and fill elt basins. and remove all other temporary erosion
and sediment control devices. Removed ommulated sediments from Stormwater Pond and confirm required
depths and dimensions to Architect/Enghnr.
C. Provide fine grading and seeding ofremaining unfinished areas as Indicated In accordance with
requirements of Turf and Grasser Section.
END OF SECTION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section Includes the following:
1. Tress.
2. Shrubs.
3. Taped! and soli amendments.
4. Fertilizers and mulches.
5. Stakes and guys.
B. Related Sections: The fallowing Sections contain requirements that relate to this Section:
1. Division 02. Section 'Site Clearing' for protection of existing tress and planting, topsoil stripping and
stockpiling, and site clewing.
2. Division 02. Section 'Earthwork' for excavation, filling, rough grading, and subsurface aggregate drainage
and drainage backfill.
1.2 SUBMITTALS
A. Product certificates signed by manufacturers certifying that their products comply with specified
requirements.
1. Manufacturers certified analysis for standard products.
2. Analysis for other materials by a recognized laboratory mode according to methods established by the
Association of Official Analytical Chemists, where applicable.
B. Product Data:
1. Tree Staking and Guying material.
C. Qualification data for firms and persons specified in the 'Quality Assurance' Article to demonstrate their
capon itles and experience. Include Rate of completed projects with project names and addresses, names and
oddres of architects and owners, and other Information specified.
0.. Planting schedule Indicating anticipated dates and locations for each type of planting.
E. Maintenance Instructions recommending procedures to be established by Owner for maintenance of
landscape work during entire year. Submit prior to Substantial Completion.
1. Contractor ehdl continue to maintain plantings throughout the period for correction of the Wok until
required maintenance Instructions have been submitted.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: Engage on experienced Installer who has completed landscaping work similar in
material, design, and extent to that Indicated for this Project and with a record of successful tree and
shrub establishment.
1. Installers Field Supervision: Require Installer to maintain an experienced full-time supervisor on the
Project site during tines that tree and shrub planting Is In progress.
B. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable
requirements of ANSI Z60.1"American Standard for Nursery Stock.'
1. Selection of trees and shrubs purchased under allowances will be made by Architect, who wRl tag stock at
their place of growth before they are prepared for transplanting.
C. Topsoil Andysis: Furnish a son analysis made by a qualified Independent sol-testing agency stating
percentages of organic matter. Inorganic matter (silt, day, and sand), deleterious material, pH, and mineral
and plant -nutrient content of topsoil.
1. Report suitability of topsoil for growth of applicable planting material. State recommended quantities of
nitrogen phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other mail amendments
to be added to produce a satisfactory topsoil.
D. Measurements: Measure tress and shrubs according to ANSI Z60.1 with branches and trunks or cones In
their normal position. Do not prune to obtain required sizes. Trice caliper measurements 6 Inches above
ground for trees up to 4-Inch eolgper size, and 12 Inches above ground for larger sizes. Measure main body
of tree or shrub for height and spread; do not measure branches or roots tip -to -tip.
E. Observation: Architect may observe trees and shrubs either at place of growth or at site before planting
for compliance with requirements for genus, species, variety, size and quality. Architect retains right to
observe trees and shrubs further for size and condition of balls and root systems, insects. Injuries. and
latent defects and to reject unsatisfactory or defective material at any time during progress of work.
Remove rejected trees or shrubs immediately from Project site.
1.4 DEUVERY, STORAGE, AND HANDLING
A. Deliver freshly dug trees and shrubs. Do not prune before delivery, except as approved by Architect.
Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and
tying damage. Do not bond or bind-tls trees or shrubs In such a manner as to destroy natural shape.
Provide protective covering during delivery. Do not drop tress and shrubs during delivery.
B. Hands baled and burlopped stock by the root ball.
C. Deliver tram and shrubs after preparations for planting hove been completed and Install Immediately. If
planting is delayed more than 6 hours after delivery, set trees and shrubs In shade, protect from weather
and mechanical damage, and keep roots moist.
1. Set balled stole on grand and aver bail with wall, peat moos, sawdust, or other acceptable material.
2. Do not remove contahor-grown stock from containers before time of planting.
3. Water root systems of tress and shrubs stand on site with a fine -mist spray. Water on often as
necessary to maintain root systems In a moist condition.
1.5 COORDINATION AND SCHEDULING
A. Coordinate planting of trees and shrubs during normal planting seasons for such work in location of
Pro�1�t.
1. Plant front -tender trees and shrubs only after danger of frost Is past or before frost season to allow
establishment before first frost. Do not plant In frozen ground.
B. Coordination with Lawns: Plant trees and shrubs after finish grades ore established and before planting
lawns, unless otherwise acceptable to Architect.
1. When planting tress and shrubs after lawns. protect [awn areas and promptly repair damage caused by
11..6 W�NITY Ions.
A. General Warranty. The special warranty specified in this Article shall not deprive the Owner of other rights
the Owner may have under other provisions of the Contract Documents and shall be In addition to, and run
concurrent with, other warranties mods by the Contractor under requirements of the Contract Documents.
B. Special Warranty: Warrant living tram and shrubs for a period of one year after date of Substantial
Completion, against defects including death and unsatisfactory growth, except for defects resulting from lade
of adequate maintenance, neglect or abuse by Owner, abnormal weather conditions unusud for warranty
period, or Incidents which ore beyond Contractors control.
1. Contractor shall be responsible for under this special warranty for defects resulting from lock of adequate
maintenance or neglect by the Owner unless adequate maintenance Instructions hove been submitted as
required.
C. Remove and replace dead trees and shrubs Immediately unless required to plant in the succeeding
planting season.
0. Replace trees and shrubs that are more than 25 percent dead or In an unhealthy condition at end of
warranty pod.
E. A Ilmlt oferione replacement of each tree and shrub will be required, except for losses or replacements
due to talure to comply with requirements.
1.7 MAINTENANCE
A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers,
tightening and repaking stakes and guy supports, and resetting to proper grades or vertical position, as
required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects
and disease. Restore or replace damaged tree wrappings. Maintain tress and shrubs for the following period:
1. Maintenance Period: 3 months following Substantial Completion.
PART 2 - PRODUCTS
2.1 TREE AND SHRUB MATERIAL
A. General: Unless otherwise Indicated, furnish nursery -grown tress and shrubs conforming to ANSI ZGOA.
with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched,
healthy, vigorous stole free of disease, insects, eggs, larvae, and defects such as knots, sun scald, Injuries,
abrasions, and disfigurement.
S. Grader. Provide tress and shrubs of sizes and grade conforming to ANSI Z60.1 for type of tress and
shrubs required. Tress and shrubs of a larger size may be used If acceptable to Architect, with a
proportionate increase In size of roots or balls.
C. Label at least 1 tree and 1 shrub of each variety and caliper with a securely attached, waterproof tag
bearing legnble deslgnatlen of botanical and common name.
1. Where formal arrangements or consecutive order of trees or shrubs are shown, select stocc for uniform
height and spend, and number label to assure symmetry in planting.
2.2 SHADE AND FLOWERING TREES
A. Shade Tress: Single -stem tress with straight trunk, well-balanced crone, and Intact leader, of height and
cd'por indicated, conforming to ANSI Z60.1 for type of tress rewired.
1. Branding Height: 1/3 to 1/2 of tree height.
B. Small Tress: Small upright or spending type, branched or premed naturally according to species and type,
and with relationship of coliper, height, and branching recommended by ANSI Z60.1, and stem form as
follows:
1. Form: Single stem.
C. Provide balled and burlapped tress.
1. Container -grown tram will be acceptable In lieu of balled and burlapped trees subject to meeting
ANSI Z60.1 limitations for container stock.
2.3 DEODUOUS SHRUBS
A. Form and Size. Deciduous shrubs with not less than the minimum number of cones required by and
measured according to ANSI Z60.1 for type, shape, and height of shrub.
B. Provkle balled and burlopped deciduous shrubs.
1. Container -grown deciduous shrubs will be acceptable in lieu of bailed and burlopped deciduous shrubs
subject to meeting ANSI Z60.1 limitations for container stock.
2.4 CONIFEROUS EVERGREENS
A. Form and Size: Normal -quality, well-balanced, coniferous evergreens, of type, height, spread, and shape
required, conforming to ANSI Z60.1.
B. Provide balled and burlopped coniferous evergreens.
1. Contaner-groan coniferous evergreens will be acceptable In lieu of balled and burlopped coniferous
ewgreens subject to meeting ANSI Z60.1 limitations for container stock.
2.5 BROADLEAF EVERGREENS
A. Form and Size: Normd-qudity, well-balanced, broodleaf evergreens, of type, height, spread, and shape
required, conforming to ANSI Z60.1.
8. Provide balled and burlopped broadmaf evergreens.
1. Container -grown broadaaf evergreens will be acceptable in lieu of balled and buriapped broadleof
evergreens subject to meeting ANSI Z60.1 limitations for container stock.
2.6 BAUED AND BURLAPPED STOCK
A. Provide trees and shrubs dug with firm, natural ball of earth In which they an grown.
8. Basel Size. Not den then diameter and depth recommended by ANSI Z60.1 for type and size of ton or
shrub required. Increase ball size or modify ratio of depth to diameter to encompass enough fibrous and
feeding -mot system necessary for full recovery of trees and shrubs.
C. Wrap, tle, and rigidly support earth ball as recommended by ANSI Z50.1 for size of bails required.
Drum -[ace balls with a diameter of 30 inches or greater.
2.7 CONTAINER -GROWN STOCK
A. Provide healthy, vigorous, well -rooted tress or shrubs established In container. Provide balled and
burlapped stock when required trees or shrubs exceed maximum size recommended by ANSI Z60.1 for
container -grown stock.
1. Estabnshed container stock is defined as a tree or shrub transplanted Into container and grown In
container long enough to develop new fibrous roots, so that root move will retain Its shops and had
together when removed from container.
8. Containers: Rigid containers that will hold boll shape and protect root mom during shipping. Provide tress
and shrubs established in contdners of not den than minimum sizes recommended by ANSI Z60.1 for kind.
t2 8 ,T�aLze of trees and shrubs required.
A. Topsoil: ASTM D 5268. fertnv, friable, naturally loony, pH range of 5.5 to 7, 4 percent organic material
minimum, free of stones 1 Inch or larger In any dimension, and other extraneous materials harmful to plant
growth.
1. Topsail Source: Amend existing surface so to produce topeoll. Supplement with Imported topmail when
required. SOIL AMENDMENTS
A. Line: ASTM C 602, Class T, agricultural limestone containing a minimum 80 percent cdclum carbonate
oWlydamt. with a minimum 99 percent passing a No. 8 slew and a minimum 75 percent passing a No. 60
1. Provide lime In the farm of dolanitk limestone.
8. Aluminum Sulfate: Commercial grade, unadulterated.
C. Send: Clean, washed. natural or manufactured sand, free of toxic materials.
D. Perlte: Horticultural perilte, soil amendment grade.
E. Pew Numur. Finely divided or granular texture, with a PH range of 6 to 7.5, composed of partially
decomposed most peat (other than sphagnum), peat humus, or roscl sloe peat.
F. Peat Humus: For ackl-tolerant trees and shrubs, provide moss peat with a pH range of 3.2 to 4.5,
coarse fibrous texture, medium -divided sphognum mom peat or reed -sedge peat
G. Manure: Well -rotted, unleached stable or cattle manure containing not more than 25 Poo" t by volume
of straw, sawdust, or other bedding materials, free of toxic substances, stones, sticks, son, weed seed, and
moterid harmful to plant growth.
H. Herbicides. EPA registered and approved, of type recommended by manufacturer.
1. Water. Potable.
.'
2.10 FERTILIZER
A. Commercial Fertilizer. Commerdd-grode complete fertlizer of neutrd character, consisting of fast- and
slow -release nitrogen, 50 percent derived from natural organic sources of urea -form, phosphorous, and
potassium In the following composition:
1. Composition: 5 percent nitrogen, 10 percent phosphorous, and 5 percent potassium, by weight.
B. Slow -Release Fertilizer. Granular fertRizer consisting of 50 percent water -Insoluble nitrogen, phosphorus,
and potassium In the following composition:
1. Composition: 5 percent nitrogen, 10 percent phosphorous. and 5 percent potassium, by weight.
2.11 MULCHES
A. Organic Mulch: Organic mulch, from from deleterious materials and suitable as a top dressing of trees and
shrubs, consisting of one of the following:
1. Type: Shredded hardwood.
2.12 STAKES AND GUYS
A. Upright and Guy Stoker. Rough -sawn, sound, new hardwood, redwood, or pressure -preservative -treated
softwood, from of knots, hales, cross grain, and other defects, 2 by 2 Inches by length Indicated, pointed at
one and.
S. Tres Staking and Guying Material: Flat woven, polypropylene fabric, 3/4 Inch wide, minimum 900 lb
breaking strength. Color: White.
1. Manufacturer: Subject to requirements, products which may be Incorporated In the Work Include:
a. Deep Root Partners, LP, [phone], Arbor Tie.
b. Approved comparable product.
2.13 MISCELLANEOUS MATERIALS
A. Antidesiceant; Water -Insoluble emulsion, permeable moisture retarder. Mon forming, for trees and shrubs.
Deliver in origind, sealed, and fully labeled containers and mix according to manufacturer's Instructions.
PART 3 - EXECUTION
3.1 EXAMINATION
& Examine areas to receive tress and shrubs for compliance with requirements and for conditions affecting
performance of work of this Section. Do not proceed with installation until unsatisfactory conditions have
been corrected.
3.2 PREPARATION
A. Loy out Individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas.
adjust locations when requested, and obtain Architect's acceptance of layout before planting. Make minor
adjustments as may be required.
3.3 PLANTING SOIL PREPARATION
A. Before mixing, clean topeal of roots, plants, sod, stones, day lumps, and other extraneous materials
harmful to plant growth.
B. Mix sal amendments and fertflizers with topeol at rates indicated. Delay mixing fertilizer if planting does
not follow placing of planting soil within a few days.
1. A 'Planting Sag Amendments Schedule' is included at the and of this Section.
C. For tree pit and trench baekfll, mix planting sal before baddRling and stockpile at site.
3.4 EXCAVATION
A. Pits and Trencher. Excavate with vertical sides and with bottom of excavation slightly raised at center to
assist drainage. Loosen hard subsoR In bottom of excavation.
1. Balled and Buriapped Tress and Shrubs: Excavate approximately 1-1/2 times as wide as ball diameter and
equal to troll depth, plus the following setting layer depth:
a. Setting Layer: Allow 9 Inches of planting sal.
2. Container -Grown Trees and Shrubs: Excavate to container width and depth, plus the following
setting -layer depth:
a. Setting Layer: Allow 6 Inches of planting soil.
3. More drain the is shown or requked under planted areas, excavate to top of porous backf0I over tle.
8. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as baakf 1.
C. Obstructions. Notify Architect if unexpected rock or obstructions detrimental to trees or shrubs an
encountered In excavations.
1. Hardpan Layer: Orin 6-Inch- diameter holes Into from -draining strata or to a depth of 10 feet, whichever
is den, and backfif with from -draining material.
D. Drainage: Notify Architect if subsoil conditions evidence unexpected water seepage or retention In tree or
shrub pits.
E. FRI excavations with water -and allow to percolate out, before placing setting layer and positioning trees
and shrubs.
3.5 PLANTING TREES AND SHRUBS
A. Set balled and burlopped stock plumb and In center of pit or trench with top of ball raised above
adjacent finish grades as Indicated.
1. Plop stock an setting layer of compacted planting soil.
2. Remove burlap and wine baskets from tops of balls and portidiy from sides. but do not remove from
under balls. Remove pallets, If any, before setting. Do not use planting stock If ball is cracked or broken
before or during planting operation.
3. Place backfll around balm In layers, tamping to settle backfill and eliminate voids and air pockets. When
pit is approximately 1/2 badkflled, water thoroughly before placing remainder of bkokfRi. Repeat watering
until no more is absorbed. Water again after placing and tamping final layer of backffll.
B. Set container -grown stock plumb and in center of pit or trench with top of ball raised above adjacent
finish grades as Indicated.
1. Carefully remove containers so as not to damage root balls.
2. Pace stock on setting layer of compacted planting soil.
3. Place backfill around ball In layers. tamping to settle backfill and eliminate voids and air pockets. When
pit is approximately 1/2 bacldRed, water thoroughly before placing remainder of bockflll. Repeat watering
until no mom is absorbed. Water again after placing and tamping final layer of backfRl.
C. Dish and tamp top of backfill to form a 3-Inch- high mound around the rim of the pit Do not cover
top of root ball with baddll.
3.6 PRUNING
A. Prune, thin, and shape tress and shrubs according to standard horticultural practice. Prune tress to
retain required height and spread. Union otherwise directed by Architect, do not vet tree leaders; remove
only Injured or dead branches tram flowering tons. Prune shrubs to retain natural character. Shrub sizes
Indicated ore size after pruning.
3.7 GUYING AND STAKING
A. Guying and Staking: Guy and stake all tress with approved tree staking and guying material. Securely
attach no fewer than 3 guys to stakes 30 inches long, driven to grade.
1. Anchor guys to pressure-preservative-tmted deodmen 8 Inches In diameter and 48 Inches long buried at
least 36 Inches below grade. Tighten securely, using manufacturer's recommended knotting method.
3.8 MULCHING
A. Mulch backfiled surfaces of pits, trenches, and other areas Indicated.
B. Organic Mulch: Apply the fallowing average thickness of organic mulch and finish level with adjacent finish
grades. Do not place mulch against trunks or atoms.
1. Thickness: 2 inches.
3.9 INSTALLATION OF MISCELLANEOUS MATERIALS
A. Apply ontbdesieeant using power spray to provide an adequate film over trunks, branches, stems, twigs,
and folloge.
1. When deciduous "" or shrubs ore moved In full -leaf, spray with antidestecont at nursery before moving
and again 2 weeks after planting.
3.10 CLEANUP AND PROTECTION
A. During tree and shrub wok, keep pavements dean and work am in an orderly condition.
8. Protect tress and shrubs from damage due to landscape operations, operations by other contractors and
trades, and trespassers. Maintain protection during Installation and maintenance periods. Treat, repair, or
replace damaged landscape work as directed.
3.11 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus sag and waste material, including excess subsoil, unsuitable sal, trash, and
debris. and legally dispose of it oft the Owner's property.
3.12 PLANTING SOIL AMENDMENTS SCHEDULE
A. Lawns: Provide moll amendments required to provide planting medium within the fallowing parameters:
1. Son pH range. 5.8 -6.2.
2. Phosphorus Index of 50; equivalent to 60 ppm P (137 ppm P205).
3. Potassium Index of 50, equivalent to 100 ppm K (120 ppm K20).
4. Calcium equivalent to 40 -60 percent of Cation Exchange Capacity (CEC) (Cali - (Ca/CEC).
5. Magnesium equivalent to 8 -15 percent of CEC (MgR - (Mg/CEC).
6. Bass Sat equivalent to 60 -80 percent of CEC (BSX - ((Cc + Mg + K)/CEC).
7. Manganese Index Mn-I 25 equivalent to 4.0 ppm.
8. Zinc Index Zn-I 25 equivalent to 1.0 ppm Zn.
9. Copper Index Cu-I 25 equivalent to 0.5 ppm Cu.
END OF SECTION
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DATE: 4/10/2017
PROJECT:
DRAWN BY: 0C/DKN
SHEET 13/3