SW8960710_Approved Plans_19970225

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GRADES dC Y Y esU F2 •DIVISJOPd:C3 'Ely�t `DN :
SEDIMENT ON THE S1T'E_ v'. ` P?��kSE I { ! 4 N AC i A ,' ll T") .: ;'T•
TOWN OF HOLLY RIDGE i � - ••a: '
NTH SLOPE OF \ _ Jµ
4:1 OR �` t
IR
2. MULCH ALL SLOPES ra A 'Cj9 •
D.B. 578, P. 768 FF. EL. 68.0 x ` 13
�' ��► 4'' a \ 66,2 (D 5) S F �-.. ,,.,4c £�S/+o eel 74-,71:1141."'
;, x : ,C#tEATER. t� E �' 11 716 SOFT. \. .� \ a;,,,.., '�11OO '` ' t'f - rl' - - ..:,y'KGs,«rs7i55}rlfC.- '`,'4''i der' '
Cgq'Al` TELY ANY PORTION OF LANO /i� _' . $IIlCII} QUO1(pll���3. SEEfl tMMED1A l :r'! W ,,; ,t < „
' `y THAT HAS BEEN BROUGHT ptgtUR81NG AREA s4 9 �. .; mr
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FINAL GRADE ON ANY PHASE OF THE GRADING r \ ` - - "', ra,` ,
RATION. NATURAL GROUND _
OPERATION. N . A ,
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MATERIALS: SHALL BE sal _ � 41R4 ;;';':
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�« 5Ut3GRADE MATE4. y ;.. :'k k i
,' 67 98 �' °'; :'
=11=14 =1 i
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r 5. LAWN OR AVED AREAS SN . .. Nd` .. <
�y.� =11=11
11-11�
OF MAXIMUM DRY �11 mim
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ACTED TO 90% TYPE I 1 �� low _
COMPACTED � Ia -I. �� `'' .Yk �Fi �
�31=ti' III- TC �` "
TH ASTM a 6se. -11=11=11=! � 3e "'ti .,
StTY w 1 , ,
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OR PA D AREAS: SHALL WE --Ie--t�-11- + 68.25 :+ ,=i
s.
6, ROCK s
y '�
COMPACTED TO 95% MAXIMUM t?Rf'#?EN9FTY 2500# CONC. I
� EXCEPT FOR THE TOP 6" OF 5110+Q7�IAttE It
WHICH SHAH EIE CAMPACTED TO 100li Mf _ \ T '' y "°
A WITH MPA T 69$, , \ 7 t}4i
ACCORDANCE \Bs. 6 +
+ 66.52 �` ! \ ,rt,
+ 66 48 + 66.11 .7.0 1.- • a 7 ,,
�,t 7, AGGREGATE BASE COURSE: SHALL BE SIDEWALK DET I N
. ` • ' '
TYPE ABC CONFORMING TO SECTION 520 TYPICAL PAVEMENT & SI(DE 66.7 N \ \ •
, . TANDARD SPECIFICATION` .7it, .5 \ + 67.8 66,9 ,,'r
OF "N C. D.O.T.D•4 T
DATED a+�ta- t 1964 AND SHALL SE A NO SCALE + 6. 2" [['' t /� ,
MGM �' T►xcK. I' 68rt + 67.6 `'�� 66,5 6 _ sx SITE TL PLAN
1 • R IL CONCRETE DRIVEWAYS AND SIDEWALKS: (D-6) 06 - '"'
SHALL CORM TO SECCATitN" • �' SEE FOR: ,•. �'� ��
N.C. D,O.T, STANDARD \ LI ` \ r M ,
SHALL BE CLASS "A" CONCRE •!+ 1�-,I I 1 :I �:� R :� . ._ ,"�_ � '
•
AIiO
N.C.N �� i
GRID COORDINATES TE y/ ,, r .. it: E,
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TABLE MATERIALS SHALL REMOVED F
t Au UNSTABLE BE 20 12 RC" . � 274,181.21 (NORTHING)AND BACKFRSED MATH SUITABLE MATERIALS ..
�s %
+ ss.o 2,435,778.42 (EA5'kitG} , PINEWOOD ASSOCIATED, PO BOX 98, PINK F•tILL, NC, 28572 -_,..
' IN A MAXIMUM OF 8" LIFTS TO 95X OF MAXIMUMS
N.C. GRID COORDINATES + 66.5 x 6$,O 0. ,07K G' AE + 68.5 k"
DRY DENSITY WITH ASTM D 698-
273,603.8X3 (NOIRTwNc1 s6.4 ��� LOCATED IN THE TOWN OF HOLLY RIDGE
-!3r1i1 �6' (�. + D� i 2" D 1 Z" + 67.5 + 66. ,. ,
2,435,101.lIS (� �� + 6..1 � L= 6'• STUMP SOUND TWP,, ONSLOW COUNTY, N.C.
NOTES d50 .• �,,�; v • •. ;,- /-�,N I E R SURVEYING COMPANY, �'L L 3,' "AL
• t. ALL MATERIALS AND INSTALLATION (0• - 0 / ' 545.85' • 68.0 \
METHODS SHALL MEET THE MINIMUM I \ •. •C.6 1- � ''"
REQUIREMENTS FOR THE INN OF HOLLY RIDGE. ). .1 889.46' '� / ' ' SURVEYING - PLANNING -- M A P P I N G
S49.31'18"W SIS ' + 66.5 / °� 1 °.�.,;��',
CONTRACTOR SHALL VERIFY THE LOCATION - EIS > y, + 64.5 "'�'� - - __ _ `
�. THE COhITRA r , ry `�'� 239 NEW BRIDGE STREET
UT ANY AND/Oa ALL'EXISTtNG OR PROPOSED / 540 28 41 E
UTILITIES INCLUDING (BUT NOT UNTIED E R=20.�' R=3O.Q �'
WATER SANITARY SEWER, FIT TRIC,UNTI TE PHON c; ? 30 00' ___ Y ' , JACI SONVILLE, N.C. 28540
GAS, {:ABLE. STORM SEMI, ETC.. BEFORE ANY --+ 66.3 +-5�.5 -- + �r5.}--- + 66 0 -- + 66.6 ..
* 64 5 -- +-6'4•9--- :•'6 --+, + :'S :- 67,4 PHONE (910) 455-3889
CONSTRUCTION **GINS AND SHALL SAFE GUARD o + 7.1
THE SAME THROUGHOUT THE CONSTRUCTION. Cy! tr° �o ' .
DIRT &\- 67.0
s. CONTRACTOR SHALL OBTAIN rot NECESSARY N49'31'18"E 1339- [RT ROAD GRAVEL ROAD °'"
! �'� DATE: MAR 1, 1996 REVISED JUN 5, 1996 :;:�`�
PERMITS. " + 66.2 + 67.4 + 67.5 + 67 8 ` 67.5
4, THIS PROPERTY IS NOT LOCATED IN A FLOODWAY EPK i SIS + 65,6 + 65.9 + 66.4 66 50 + 67.6 •, ;w
+ 6b9
UR F1,Op4PLAW AREA ACCORDING TO F,LR,M_ (W!OTH VARIES) ` t 6�' SCALE: 1 = O REVISED NOV 18, .,`�i
- CpMMUNITY PANEL NO. 370340, SHEET 0535 (WIDTH VARIES)
SUFFIX C. LFrLCTI ►LILY z, 1487. DRAFTER: ;16E K REVISED JAN 27, 1997
�c/ e O L`;t0 Q `O 'G?y ' O ;3 '
3s THERE No AREAS ENVIRONMENTAL CONCERN - - - t - - - --�-E -- - - - - - - - - - B. 7 P P. 3 8-42, C -6 6 - - ;
(AEC) IN ACCORDANCE WITH THE STATE Gl1iDEIINES � ,8 '�5�✓ +-fi5 3fr-- 4�- -F 66 b6 6 -� 1
FOR COASTAL.AEC (t5 NCAC 7 Hy PURSUANT TQ THE + s4.5 \ 3.- RAWING �, UD
CAD DISK TAPE #5 AC D 2 D B AREA MANApEMEINT ACT CIF 4974 (AMENDED -----'---- - - - - - ;,L.A t9a A /-*
<b > \\` FILE NAME. PINEWOOD.DWG
S. WATER , , , ARE TAKEN FROM a v I T f # STREET 0 W
PLANS RECORD FROM THE TORN OF HOLLY 2 `' C JOB N 0.. 9 6 49 4 0
AND AND LOCATIONS ARE APPROXIMATE ,,. TRACT DATA. s\• D ' Y E
' SIZES WERE NOT VERIFIED, 1988
AND THE AREA: 2,5 ACRES ,
\ .
ARE ONSLOW COUNTY
7. THE SPRINKLER SYSTEM. IF REQUIRED, SHALL BE of APP L. --
HYDRAULICALLY DESIGNED BY A PROPERLY LICENSED A°3 269,150.56 (NORTHING) TEN ZONE: FEB 0 6 1997 J .. . , ,,,,,,
ENGINEER.
5 2,435,103.10 (EASING) BLDG SIZE: PHASE I 1 I,716 ,,GRAPHIC SCALE
S. CONTRACTOR WILL PROVIDE THE TOWN MATH A7 LEAST �1 TEMPORARY BENCN PARK. PHASE II 10,120
34 HOURS NOTIFICATION PR10R TO BEpNNING ���9 19$8 INTERSECTION OF SOUND DRIVE dt TITLE REFERENCE: NO. PARKING SPACES- 26
' UTILITY WORK. N. HINES STREET : -Kiesiefiji.0.8. 578 PG. 768 HANDICAP SPACES POJ #5(Nj1� o Is 30 60 120
. "
9. A DOUBLE CHECK VALVE BACK FLOW REGULATOR 267,APPAREL AZ MK, ONSLOW COUNTY ELEV. 62.7 AREA OF LAND TO BE DISTURBED:
MAIL BE REQUIRED, THE TYPE USED MALL BE IN .. - 2267,610.53 (NORTHING) t 2.5 ACRES
ACCORDANCE TO TOWN STANDARDS. 2,434,752.98 (FASTING}
IMPERVIOUS AREA: 40,161 SgFt
( IN FL 'I' )
tfl. WATER AND SEWER SERVICE SIZE SHALL BE +
DETERMINED 8Y THE TOWN OF HOLLY RIDGE,
.. w z
/"

EROSION CONTROL MEASURES \\\ ,,, .ram,,\!NV 56.81
FL 61 21
C$ \\ �N/\
GENERAL INTENT INV 57.24 FL 61 14" // TO wNIMNGT0N HWY. 171O JACK50N'IIL E
The developers will provide erosion control measures to insure INV 57.39 \ \ \ S
RI
that off site sedimentation does not occur. All measures will t0'x6' LINED DITCH \\ HAY
be installed and maintained per the North Carolina Erosion and d50=6' 6 k \\
STE
Sediment Control Planning and Design Manual. As a minimum, 0 \\\ \
provide the measures indicated on the erosion control drawings. \ \\
��s,, + 59.10 ir°�n� \\ ES4)7' AralliiiIii tiillillf{,�:�'
O� \ S \\\ / c���, SYAITii STREET �*
CONSTRUCTION SEQUENCE: /'s D=18' s \ \\ /
1. Obtain erosion and sediment control plan approval from the + 90 \\ \:/
Land Quality Section of the NC Department of Environment, \c \ \ \\
Health, and Natural Resources. Notify and invite the attendance \\gyp\\ MH VICINITY SKETCH
of the Land Quality Section to any relevant construction INV 59 16- \
meeetin s. \\-%p \\ / k)TOP 60.34 NOT TO SCALE
g ® % \\F\\ / i INV 56.10 _
\ o
20' 0.&U.E. Or(� %. TC
ti
2. Construct ravel construction entrance and equipment parking
areas. Stabilize these areas with gravel . Install sediment \\ \\ \+ 62.5 JG`" S
►� d''` % DI 62.6
fences after the site is accessed and prior to any land 9� \
disturbing activity. Install additional fences as needed during 1 68.0 C'py,o \\\ INV 60.EN �\ �F�n FL 62,23 01-
EXISTING /W \\ 7C V i LEGEND
3. Begin kind clearing and grubbing, Install diversion ditches MONUMEN\ .4
and detention pond as clearing progresses. � Y � / `�'� FEATURE EXISTING PRtIP'O�D
62. , 'M PKNAiL2. •
^ C ►' 62,7 T IRON STAKE EIS
n mulching on areas where work is 15 PIPS : _.5 , CENTERUNE Q
i.
4. Provide temporary seeding and c n9
- delayed for 30 days or more. / RIGHT-OF-WAY RM - R/w
CB \ TC REINFORCED CONCRETE PIPE RCP RCP
62.9
0.15
5. Install storm drainage network and bring site to final grade. y �\�GF. `�` / / TC p\� FLV6 52 \ CORRUGATED METAL PIPE sue'
OAP
Protect drop inlets and catch basins as detailed on the plans. L� v ' \ POWER POLE p'•
Provide energy disipators at pipe line inlets and outlets. Size F ,AO Q J _3 63. �. 62,9 rc \ ELECTRICAL/TELEPHONE LINE --
as indicated. Stabilize swales with seed and mulch. Sod the O \ / P 63.0 3.8 ` l .9
grass lined ditch at the detention pond outfall. �Oyi� ( \ / INV 60.06 / El, k3 °
\ TOP OF CURB Tc TC
.( / J )• \� DRAINAGE & UTILITY ESMT' o.a,U.E.
6. Construct buildings. Install sewer, water, telephone, \ \, / \i DROP INLET >�o•�•
•tu.
electric, and television. Construct asphalt roadways and parking \ V� ,"Lz ' �` 9
oreas. Permanently seed the site. o
�� � / / ��� roi•P
\�pp \ TC TOP (� PAVEMENT OR CONCRETE �'
\y�1 \ �'�63.4 TO BE REMOVED
\ 65.3 / + 64.3 ` ,r, �.p\r \\ TO BE CHANGED l
7, If more than 6" of sediment has accumulated, clean out the /�
n prior to project completion. Ins ct and / ` <,.�' TP
sediment in the pod D P J Pl Pg �Z \
assure the site vegetation is stabilized and well established \� / 64.4 v'�0 1 'L\ 3� II 64 y��� 6?•�i \\ DRAINAGE
are \ \ \\\
#,°4.6 % a /�" " ) l/
thirty days after project completion. Where deficiencies ` +�
noted, provide additional seed. .7".
\ /fir 3 /� SANITARY SEWER MANHOLE t
P \ \ \ / + G�.O �e 4 6 ///' ' �'C!r FH \ \\ (� WATER UNE wd. va
\-1:),
� / /' /.+ 5.31 0A ` 4" WATER NE$. During Phase I!, install a new construction entrance. Install \ % � �'" ``\\v i check dams in each of the swales the southwest side \ (n / � / , PSIS 8.0` A`QQROXIMATE L CATION TC CONTOUR LiN€S - -- - --
gra e along , :• ., VOL, l \\` 7 SPOT ELEV. + ne.ws
of the new building. Install silt fencing around the perimeter -. / 6 5 3'S r .� �tieF \ 63
of the new building. Construct the new building and permanently \ �,,r 04,0 6s f.• - '.: \ TURF FE CEO \' G x
vegetate the disturbed areas. \s0� TP /� + , � � / ` \ OWNER
9 '65 gg TREEUNE ' r
/ / j .+�+�" ` TOWN R 6UIREMENT\ SECURITY LIGHT #S.L. #S.L.
N F _ / P4,e? 0 /` s 6 `' ` \ TC \ \
\1.2 ,\
HOLLY RIDGE HOUSING AUTHORITY / ', V' ` oRBAY - � 3.7D.8. 578 PG. 770 \ \ / :„.....2.4t01
P $ � pp` (� ' ` \\ EDGE OF pavEMENT LOP EOP
/ 66.31 /`,� er ,,� 2-&'GATES g •57.. 1 6 E �, \ \ (�.• FIRE HYDRANT T°
/ +�6(j.l / H 96 • a $mot: c.,\ �,� l� \ 2-5'GATES ,\ \ TC TYPICAL TYP'_-�` , \ TP / TOP 66.5� / ,��o CO r L=10' .!it`s;! ) Q .� ►1Li�.Tw ►. \ 64.0 1) F-' ,-1
-�� + 6 i V-51.31 ' c d50=• r + \
/ 1 ,Ay r -'/ - rlI�J.;j;,: r r 61 t� e T F \ CONCRETE L
I : } q �"
TP 6 . TOP 65.5 1."'+'-" �6q5 4. S.
t 'i' \ 64.3 \ ASPHALT
/ / PP " ,Clain; �q,, e: w v'. L_ TJ
• • GRAVEL 4`
i 24 1v .' +�R!""R-3 0'''''''.- 67 0 t'P cf` LANDSCAPING 6s is
FIRE WATER LINE rm.
� � r'� ��y �Jar`" /� `� 0°I, � •��,, 62.i2 �., ��°•./� \
// •t.Y �P \Y/• c +..,,. .�'•\ r, D-2 \t \ 64.6 S.S. CLEAN-OUT O •
Alk
� 6� ,�40 \Il�� j..<�cP 67.0 ,• �C"�^^�+� � OPg3.., NU1.46ER OF PaRKiNG SPACES 5
+ 66 SIS / ,ter �- d,�\ Ie��-- \\ `_
4f Stt��` '' /.�:� .: 68.0 TOP 66.SC ' �\ 4Y �, .� 3 64 $ TRAFFIC FLOW ARROWS
g0 ! 50' ply 51,92 p \ 6,, 'I,Q4. t \ \ 4 t
r✓ ✓ .' i �. �CHORO BEARING C'� �� \ \ TREE (LARGE) �Ad,
i ;,, N21'3i'07 E 1;0 .4 J Z �O Eki-m vz,--y-.1
Cr �, ` ,PO \4-5:7(,,
i T� 'Si SHRUeS (SMALL)
C . + 67.0 68:o s \ �c F`�� ��' 65.0
MH 66.42 �NG7 V C�. �: 9( CP
� /► TP TEMPORARY SILT FENCE X-SF-X
TOP G.
+ 67.3 . ' E Mt CUR •\GUTTER ./ *\
INV 58.89 G 3 S rR P� \ O TYPI�`,I -.7-0.'iiiiiT.lT' 65:
` 5:16 \\
SP R� Rt9t- \ J` �'' 65 o • > + ~'� + TC TEMPORARY ROCK DAM '
`C. REP Fib �. r'� ►Nv 62.5a30 00. AIM.��' • .02 \\ TC RIP RAP ,.,
E •
10 0 �� \ °0. AIV• j • G400
"!:� 65 65.4 g
So
f3 '�? DESIGN DATA
© ��G CO \ PROPOSED
\ 4, 15' T;: ..7 65.5 a1" 4 ,
\ .. �.�� rii, TC'� 67.0 � �iii�\ 6•.0 •6.2 \ \ ENERGY DISSiPATOR- SEE DETAIL SHEET
\ \A 65.1"'..V, C)
A
TP \ CU:ARING LIMITS rY Y-N CL r rY"�•
�� \ "0 v +�C' 67.0 t 't \�P 65.8
PHASE Ii \\ +ir OP 65 0 SEEDING Q
TRACT 1 FF. EL 68.5 \ r' 15 a 62.62 \ TC \
2.19 ACRES 10,120 SQ.FT \O INLET PROTECTION\ .55
\ \
68.0 \ \ ' ,y " ,d•� 9 \ \ \\ \ 66.1 TEMPORARY SEDIMENT BASIN
TOWN OF HOLLY RIDGE �� \ \ [67:. ` PHASE I d; 4 Sggl \ \ \ GRAVEL CONTRUCTION ENTRANCE
D.B. 578, P. 768 /� •' FF. EL 68.0 \
6'. > \ TEMPORARY CHECK DAM C
�0: �R�C,� Y l ,��r , y YYy .Y . , 11,716 SQ.FT. �� \ 66.2
<\• , \ ')'Th.---)c„ ,_, \ CIO 111/4 .,_0 4,,:
, V\ (T5,
t
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1 - (' \\ i
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0 + 66-52 94' t TP .. 66 \ 66 76 _ I V _ I ! ( � �` �j
+ 6648 + 6. i V •70 -0 \ ►r •• •• r \
\C
�� \ \ \ \ TP
�O �6.7 �> :7.5 66.0 412.1 + 668 6fi.9 � Os 1 �/ N C O \T R O L ---DI
\ \66\ (���6 SITE -"LAN,
<� V 68.0• 4� \ pA 66 ti O i 1
FOR:i
.: \ \ 7 \ 67.5 TREE- , \ 67:0 \\ N.C. GRID COORDINATES 11�U14 E t fi 10* tom'X 1 1 H R 1-J ( r
+ 66.0 20 12 RC' � �-YYM. 66.7 \ 274,181.21 (NORTHING) PINEWOOD ASSOCIATED, PO BOX 98, PINT HILL, NC, 28572
N.C. GRID COORDINATES 0 .0% G DE
273,603.80 (NORTNIN + 66.5 ��� x�� 68.0 GI + 66.4 ',IC 3 �' ---'7'''
+ 68.5 + 67.5 + } 2,435,778.42 (FASTING)66.6 LOCATED iN THE TOWN OF HOLLY RIDGE
2,435,101.85 (EAST1tIG + •.1 �'
_ __ LY 6 L= 6' STUMP SOUND TWP., ONSLOW COUNTY, N.C.
4119
.. .'".*'\
0 / \ \ \
Ell
57.
.•. 6 �� + 68.0 \ �A� � E(1 � VE I � COMPANY L � � �
545.85' �� ,�S f \
-� \\ SURVEYING - PLANNING - MAPPING
EIS o S49'31'18"W SIS r,�6 �' Cl CL I�� t✓ ..'\ + 66.5 `�
s / 540'28'41 "E + 64.5 CL l \ \ / \ \\ 239 NEW BRIDGE STREET
R=20.O' R=30.0' ----
(, -/ s6 6 \ \\ JACKSONVILLE, N.C. 28540
U 30.00 n
. + 64.5 - +--6'4.9••-- -+ 65.3 - - - +-6S.5- +,55.7-- - + 66 0 :-..5 ---+,66-9- - -----+ - + 67.6 \ 67.4 PHONE (910) 4 5 5-38$9
N49'31'18"E 1339.07' 0 DIRT Fe 67.0
1� DIRT ROAD GRAVEL ROAD \ DATE: MAR 1, 1996 REVISED JUN 5, 1996
EPK SIS + 65.6 + 65.9 + 66.2 + 66.4 66.50 + 66.9 + 67.4 + 67.6 + 67.5 + 67.8 \ 67.5
67.2 SCALE: 1 " = 30' REVISED NOV 18, 1996
(WIDTH VARIES) (WIDTH VARIES) \ DRAFTER: x� X REVISED JAN 27, 1997
f,G.4 ---+ s6-s- \ \ \ F.B. 7 , P. 38-42. 65-66
/
+ 64.5 +-fs4.8- -+-65-t- - + 65a ►-66.36 -+-65-� -+ 66 - -+ 06.6 -
ry' --_ - -- - _ \ ACAD DISK: TAPE #5 ACAD12\DRAWINGS\B•UD
\ FILE NAME: PINEWOOD.DWG
•• �� SMITH STREET 60� R /W TRACT DATA: JOB NO.: 964940
1988
zal F„ LAPPAREL, ONSLOW COUNTY AREA: 2.5 ACRES
`L 259,150.56 (NORTHING) TBM ZONE. RA� ICCALE
NT 4)'S 2,435,103.10 (FASTING) BLDG SIZE: PHASE I 11,716
hag TEMPORARY BENCH MARK • PHASE it 10,120
1 Aag8 INTERSECTION OF SOUND DRIVE & TITLE REFERENCE: NO. PARKING SPACES: 36
APPAREL AZ MRK, ONSLOW COUNTY N. HINES STREET D.B. 578 PG. 768 HANDICAP SPACES 2 30 0 15 30 60 140
• 267,610.53 (NORTHING)
ELEV. 62 7 AREA OF LAND TO BE DISTURBED: 11_5iipljlieii ,
.. t 2.5 ACRES
2,434,752.98 (FASTING) IMPERVIOUS AREA: 40,161 SqFt
( IN FEET )
1 inch = 30 ft.

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INSTALLATION OF FABRIC AND SUPPORTING FRAME 1-,_-_,' Li, r!,W! ' .0) ih, i• ',7-•
FOR INLET PROTECTION Hvc-- ,ArThuui.' in,„' it..
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NIN ,
SURVEYING-PLANG-MAPPING -, I i !Mr
'tole • \No'.
(0 .C".:'
1 ' Li JACKSONVILLE, N C 2854.0 NORTH ( AF-501.,INA
PHONE: [phone] FAX: [phone]I
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, ' i- c•I,y -r _,,SK. TAPE #.3 C \ACAD1,'\DRAWINk.,,(.,\BUD 'SHFI-- T -: Oi'. L
If E• RADE[All DWG
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