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STABILIZATION .
STABILIZATION TIME .
. DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER. DIKES
1
EX/STING _STRUCTURE
SWALES, DITCHES
7 DAYS
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AND SLOPES
----- --
RIGHT OF WA Y OR EASEMENT LINE
HIGH . QUALITY
CENTER LINE
- - - - -
WATER(HQW)
7 DAYS
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ZONES
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SLOPES STEEPER.
7 DAYS
IF SLOPES ARE 10' OR LESS IN
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UNDERGROUND ELEC. CONDUIT AND S/ZE
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WA TER L/NE AND SIZE
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�. ....: �............... �.. 1166.2 357 000 257,000
s r „ . 24� )` 3 DR. AREA .
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_' 8�!' / Q.A. ON-SITE 357,000 257,000
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. , .. . ... �, p. 20 <<Y� D.A. OFF-SITE 0 0
f` � . ., ,. ,., Fp 4.8 OS , .
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DRAINAGE . , ti g55T\ST /� I, ' / ^.. s \ :` . / 1
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11"DIVIDE 1`YP. ! .ry o e Y 1„ / ON-SITE BLDGS 17,400 20,700
z// ,,, : � ski - / :� \ I .. .. ON-SITE STREETS 0 0
s %-9 �, S,- L�j c': TOCe h . . I
:/ N Q \ / 3 4
:_ k c /N ��� z ON --SITE PARKING 281,400 66,000
`.�lu qo... , . I X 30 . I ... 00 4 �. \ ON-SITE SIDEWALKS 0 0
.. . . .. .. . . x / , ,� - _.c,� sow op' OTHER ON-SITE 0 0
, .. ,. ,.... , . . qc " .,. , , ', 1 ,. op FUTURE 0 0
c , .. , / z� 8� f` `% , OFF SITE 0 0
f :.' ' ' _ o Rq . . . . . . - , / O; "t • l - `. \ �° _ 5 6
z, <�, oq T . �'4�1 2. F EXISTING BUA 27,900 148,800
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sT ,, / �� � .. a 90 TOTAL 326,700 235,500
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IP X. #9 I. 2 © �. ° ' -- Oo 4 _ , <>� 1 AREA = 15 000 SF OF PROPOSED BLDG#1(30,720)ON UNDISTUBED LAND +PROPOSED BLDG 2 2 400 SF
_z % ,, '� _ �, 46 �.
T 173.75 �, fes° t' ` -
`I 171,5 M1.11 ROp ROS ` I N'tr9Q�� �, t F /� 2 AREA 20,700 SF OF PROPOSED BLDG #4(30,400) ON UNDISTURBED LAND
Fp ` 1= �� \"" ' 4 -. ' w^ // Ce K ;' f., 3 AREA =PROPOSED ASPHALT PARKING, GRAVEL, CONCRETE ON UNDISTURBED LAND
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AVE �:` O/p EDG 1.00 ` s / /, r , . A . � � F/V 3 < � 4 AREA = PROPOSED GRAVEL, CONCRETE ON UNDISTURBED LAND
AVEL . ..M.., - . , j T, lj
1 '3 �' - k:T t 15,720 SF OF EX. GRAVEL FOR PROPOSED BLDG #1(30,720)+ EX. GRAVEL AREA EAST OF PROPOSED BLDG #1
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ry = o oxr gq "'��'~ "`RcF , / _. OWNER -TRACT 10 OWNER TRACT 11 SURVEYOR FLOOD PLAIN WETLANDS NOTE WATERSHED
-------___ , ., • CB#t1 pU�y O" _ #2 .," x fTyp . f = t APPLICANT f T D DISTRICT ENGINEER
. . ' ' ' ' ' ' ' w PR(3P '� PSTF " 62• ♦ rss RV '� z' 84 LUMBER PHLP E.C.EDGERTON, JR, LLC MERLYN J JENKINS & ASSOC., INC PARCELS ARE LOCATED IN FLOOD PROPERTY LOCATED AVBEL ENGINEERING
on"2' IP . .195 p . R S •,s )
.. I ' 17(x•.• �4 HDPE - os ra8\ -"`~/ 1019 ROUTE 519 1019 ROUTE 519 P.O. BOX 393 412 WEST MARKET ST ZONE X PER FEMA FIRM PANEL # IN BLACK WATERSHED 1019 ROUTE 519
+.��"""`15 17901 N R 15330
•.. - w 1.11' ,. OP �UR q F/4T f h p/,, `` / EIGHTY FOUR, PA 330 EIGHTY FOUR, PA 15330 DUNN, NC 28335 POTTSVILLE, PA 372015, DATED JA 2007 FOR EIGHTY FOUR, PA
DRAINAGE """ �""', ,,,,. ,, . . . CF g /I .. 12 - - 4 705- 00
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/ ~' s .S2 ' 7. 8 M "wr/' ,', 724-22$-8820 TAX ID 02515 0019 11 TAX ID 02515 0019 570 622 7708 HARNETf COUNTY
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GRAPHIC SCALE
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REVISIONS
TRUSS PLANT EXPANSION
PROJECT INFORMATION
SCALE: 1: %, CAS
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A
1
11-15-17
PER COMMENTS
2
3-2-1s
2-15-18
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REVISED Flow DISTRIBUTION PIPE167
DRAINAGE MAP
JOB NO. 2383 01
NORMA DRIVE 8c 200 EMMETT RD
STORE N0. 2383
84 LUMBER
AVERASBORO TOWNSHIP
SHEET NO. C06
1019 ROUTE 519COUNTy
OF HARNE 'T
DESIGN BY: JAZ '� �,, �,`
•a �. ° `
GHTY FOUR, PA 1533
DRAWN BY. JAZ `'N.
(724) 228-36361.
DUNN, NC
DATE: 9 4 2017'
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