SW3170402 (2)

t-C3/28/13 - REV[SED PER TOWN OF-WAXHAW COMMENTS
YWH
NO. DATE REVISION
BY
SHEET TITLE
COVER SHEEl'
PROJECT No.
SCALE
1 "^ o'
PATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAKHAW, UNION CO., ISI. C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
CHECKED AH
YAimRp�7�tpr �q 77� t� p� as j�jj 7��pp �T�g��
c.
Planning o .Surveying a Ex sneerang
{tel
730 Nmdsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556.0505(fax) Isw
DRAWING NO.
251--115
1 0, 20HTs

QUANTITIES E REMO
/
I
O Y
CURB:NOW
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ASPHALT. PAVING. ,503a S.F.
L
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6
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CONCRETE PAVING: 29428.76 S.F.
GRAVEL 22,865.47 S.F.
1 /
I
IOR FOR�LY/ / �� VICINITY MAP
1 f�
SIDEWALK IN . R W: 881.68 S.F. i � \ � �/ La � �
E. P. NIS13`�' CO. / I
1 l ff TYP. ,
1 lE v �a 1 REMOVED ( }
1 , �' 14100` \ ,
ZONING. C-3 _
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NOW OR FORMERLY � ; F --7 � m
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REMOVED (TYP.) w/lr
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EX. CONCRETE � � / / > ' ' ;,`' � �
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S, REMOVED AND REPLACED WITH _LLLLh! _ L-��� ' ' / ���
LLLL LLQ _ L. _ �1�OVE EX. STORM ' ' ' /// / �� COMPANY LLC
ASPHALT. SAW CUT LLL LL LL L /
4 PROP. A CONCRETE. _L_LL�� LLLLLL LLLLL / / DRAINAGE (TY /
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LIN- ALONG EX` � �� \`; ��';';',' �� � .B: J'�36
LLU LLLL LLL LL L L } \ `�/ /��
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LACED WITH
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CITY ELECTRIC SUPPLY �
TEMP. CONSTRUCTION ENTRANCE i I
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2» --3" COURSE AGGREGATE, 6" DEEP, � � ` �.,� �, / / \ if i ,i COMPANY j
1/ 24' WIDE & 100 LONG (TYP.) �L' E�: 940—� 1
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TAX #06141018B
-- �_ ZONING: C— 3 . COND. USE I' I
GRAPHIC SCALE.
30 0 15 30 60 120.
IN FEET )
i ! \ I inch. = 30 ft:
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1 0.3/28/37 REVISED PER TOWN OF WAXHAW COMMENTS
YWH
NO. DATE REVISION
U
- - - -
SHEET TITLE
_ - .
DEMOLITION
PROSECT N0.
„=34'SCALE - -
�A1�E� .
9/16/16
PROJECT
STORAGEHENN FACILITY
.TOWN OF WAXHAW, UNION CO., N.C.
FOR H�`.IVN .AUTOMOTIVE, LLC
DRAWN BY
BTG
CHECED HY
MAH.
YAEmRpq �y {+ % /� �� if�y� y� qs
planning 0 Surveying 0 incering
730 Windsor Oak Court P.O. BOX 1198
Nc Carp orate Charlotte, North Carolina, 28273 Pineville, North Carolina, 26134
Registration C-0475 704.558.1990 704.566.0606(fax)
DRAWMG NO.
251--'112
sHT 30F 2QHTS

1 03/28/17 REMSEO PER TOWN OF WAXHAW COMMENTS
YWH
NO. DATE REVISION
BY
SHEET TITLE
TE PLAN
. -
PROJECT NO.
SCALE
1 »=30'
DATE
9/16/16
PROJECT
HENN STORAGE lCIECKED
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
MAFiy
JL Kowa iLms & H®um, 1wcio
P1anxing 0 Surveying 0 Esneering
(rhs�l
730 Windsor Oak Court P.O. Boa 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28184
Re istretion C--0475 704.558.1990 704.556.0505(!aa)
DRAWING NO.
251-112
reyy
sHT of ZQms

1 1 / O SEP
\ + �Q
/ \ 1
NOW ®..� FORMERLY � 1 } �i6 = �
1
TA 7- 0"6141 �4 _ o
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1; _ 1 �� / O I G. �, �; \ m� °ha �o� SITE
GR® P INC. / 1 Q
i \` \ �_ 1 HW 202 - `�` _ v4r'��, �a
WRITTEN 'PERMISSIO FROM E.P. NISBET CO. FOR OFFSITE 1 / % INV: 5$0.0
DEE.:� �� 9-��� � T(E PROP. RI RAP ! I�
� _ - I � � \\ \ REINFORCED: SLOPE AND RETAINING WALL CONSTRUCTION � I V: 13.4
TAX 06141006 � � �D �
� � ITC TO X DIT
/
�� \ SHWA L BE1P OVIDED T� THE TOWN OF WAXHAW. / 1 y W. 40.5 X L.35.0
�ONMTG: C-; \ \ - I ! v� 12.0" DIA. RIP RAP
t SOW OR FORER,� o + / �� VICINITY. MAP
.
� / , I 18.0 MIN DEPTH fie•
E. P. NISBE� Co. / i� � DISCHARGE @ GRADE _ �� No SCALE
1 i�
t 1 .P F-951 / / ✓ I
l l TAX 06141006.F'
{{ /
\
ZONING: �' 3
DI 12 0.31 AC.
i
/11 : SLOPE SHALL BE REINFOR'C6. TH� \ LIP: 608.6
NOW W OR FORMERLY DESIGN SHALL BE PREPARED BY A INV OUT: 605.16
i 1
GAD REALTY GEOTECHNICAL ENGINEER AND SUBMITTED
j SEPARATELY FOR REVIEW ND PERMITTING., 2_-
I' t �X S opt r, / /
GRO ROUP INC.
- - -
DEED:14.1 9- 82 I DI 12A 0.39 AC.
LIP: 608.6 0
06 006E
1
TAX # / INV IN: 604.73�?pPE 00 O . ❑ / 1'll '``1 1 1 �� i-"" \_ -
15 % --
\ /'� � _ ,1NV OUT,.. 603.33. = � � p 60 �� \� � � -eI o
ZONING: C-� f _� ❑
/ �/ - © © o •` / CO 31 0.18
1 ! _--
/ ��u?�- - 12.96 _ �❑ ❑ © p °
_ --_ - --_ .: �� 'INV OUT: /, r
ii �'� r. 0 12 . O� ��'c��:"'�� ❑ ,�`�Qe M H 19
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+� f O RIM: 610.9 / 1
JB 201 39.37 AC. � ❑ ❑ N � � �rnoo,.� �!k
INV IN: 598.00
❑ dp ❑ ❑ ., J
! �P �= � LII: 610.0
�i� - NV OUT. 597.50
Q I
i �� eov_ INV IN(l�l 7): 604.04 ❑ ❑ `� o' Ell
� �-- = �- �N_ �_ *PROP. STORM
EX.. BUILDING
INV kN(Mf{ 200): 584.80 PHALT
25,12 ,.:,-: �" '` WATER QUALITY i �
INV IN(DI 12A):. 603.00 / i
15„H©PE MITIGATION FACILITY SEE /� /� r
4
A, INV IN DI 18 603.00 ❑ ❑
). 6 (9 00% \ Co. 32 0.94 AC. QE�ILS,� I
INV IN(UGDS). 597.00 q q ��jo ❑ ❑, o . ❑ ❑ o
SHEET �11/F R
❑ 31, ._ • RIM: 611.8
y g ;
IN OUT: 581.05 0 �• �. --.-�
l (,;moo ❑ Q6,�,o ❑ ❑ �,HppE� ❑ INV LN(CO 35): 605.19 /
a Qui p F o 15 p% INV IN CO 31):606.57
Co 35 0.58 AC. Spy-i�q ,U� ❑ ': �o ❑ ❑a o ❑ ❑ INV. OUT: 604.21
LIP. 611.2 a ❑ }_ �. ❑ 19 ❑ ❑ ��//� -�
INV IN: 6.05.98 / NOTE:
\ 6 P�', \ �- INV OUT: 6035.78 q 4 �; � � � ❑ f / / NOW OR FORMERLY -ANY NORM DRAIN FACILITIES 1N
�/
TOWN OF WAXHAW RIGHT-OF-WAY
\ 1 A RERIN DEVELOPMENT
ti EX. CONCRETE
La q o lS� i ❑ a y� ©❑ �:
EX. CO CRETE\ �- G' q
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1 / �OM�A.,�� I�I�C
DI 18 0.41 AC. p
DI Z 4.57 AC. �}, Q
LIP: 610:1 q © a ° ©° ;•_. - ry CALL
p p - Off' 4 5 LIP: 610.1 c7 ❑ ❑ B: c� (36 NC ONE CALL SYSTEM
INV IN: 604.88 a O q INV IN: 605.64 ,,� T 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
O Il ❑ > ❑ /�¢, DI 21 0.07 AC. BEFORE YOU DIG
INV OUT: 604.68 a q C� ^C --r r INV OUT: 603.36 0 p +s, 0,66 TAX
g �r APPROPRIATE PARTIES AND ASSURING THAT EXISTING
` LP • DI 3 4.21 AC. p p L 5 I-II�: 61 9:5 d A1� #061 41. 01 8 UTILITIES ARE 'LOCATED PRIOR TO BEGINNING CONSTRUCTION.
o e� _ - -o, op �o 5"�DpE INV OUT: 607.56
1 1 LIP: 611.0 �� a �' ��. �. o -o % -
Q Q , _ DI 17 0.32 AC. ❑ ❑ O ,1$ _��l �j 3 GOND. USE 2j. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
\ INV IN:. 606.71 - I . �1.. 0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
q o 0 0 , � �� - I LIP: 610.1 �� 4 © MH 16 0.15 AC. TO THE PUBLIC.
\ \ INV OUT: 606.01 q d _� INV IN: 606.12a ❑
E q _ INV OUT: 605.92 t RIM: 610.4 3). ALL PAVEMENT CUTS, CONCRETE 0R ASPHALT, ARE TO
\ Q p CO 34 0.29 AC. �' BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
INV IN(DI 14): 606.47 � �
LIP: .611.3 ® CAROLINA DEPARTMENT OF TRANSPORTATION AND
3. _ INV IN(DI 21): 606.96 L CMUD SPECIFICATIONS.
INV OUT: 606.$6 6aINV OUT: 606.27
4 SHORING WILL BE ACCORDING TO OSHA TRENCHING
q :`L 1-800--632-4949 )'
j
STANDARDS T 1926 SUBPART P, OR AS AMENDED.
MH 200 33.00 AC. AVOID UTILITY DAMAGE
q E ® RIM: 611.0
STA DS PAR UBP
__INV LEGEND
a
\ _ INV OUT 585 50
F CB - CATCH BASIN
- - _
,� _/ if 1�
- TBASIN
� CE D 0 U.�3L.�' CA
FFE 611.4 __ i
q . � ,r � ���°� ! � � t � DI DROP INLET
®� DI 14 0.11 AC.
.• DROPINLET
LIP: 617.5
i DI 2 4.17 AC. \ t �5 INV IN: 614.86 NOW OR FORMERLY 1 � ; M$� - MANHOLE
LIP: 616.2 ��� _ r INV OUT: 606.88 ;`S FLARED END SECTION
r
,�� - I ;1 CITY ELECTRIC S UPPP Y
INV IN: 611.95 �� / �� `� ��
� INV INVERT
INV OUT: 611.75 I
COMPANY � � � TC- TOP OF CURE
DEED: 5040 _ 61 S SEE- STORM DRAINAGE EASEMENT
TAX 06141016 P.D.W. Q.E. - PERMANENT DETENTION/
DI 13 0.05 AC. i !
-LIP: 619.5
ZONING: C-3 COND. USE I 1 WATER QUALITY EASEMENT
INV OUT: 616.86 r
x. x AC. DRAINAGE BASIN TO EACH STRUCTURE
\ l GRAPHIC SCALE
0 15 30 Go 120
IN FEET
I inch = 30 ft.
`.,
\\\\fM-H 1 4.00 AC.
J / WITH SITE .DESIGN -ER: X hi U i`Y V1 11 U111vip-inti I
1 03/28/17 - RENSED PER TOWN OF WAXHAW COMMENTS -.
YWH
NO. DATE REVISION
BY
SHEET TITLE
DRAINAGE
PROTECT NO,
SCAL E
1 rrJD'
DATE
9/16/16
. - -
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
CHECKED Y
MAH
�j
bbysPlanning a Surveying 0 ineeringm) Zzf
780 iIrmdsor flak Court P.O. Bog 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Tie istration C-0475 704.556.1990 704.558.0505(fag)
DRAWING N0.
e�
SHT 5 . 2Q.;

_
\N W� O R ER�V'_ Y
I �
NOW ORFORMERLY. / \ �A ®-'��
��rr q� rw
l�'ADD � EA� 1 i � GRO
7" .
S1 TE
DEED: 419-822
TAX , 0014100.
ZONING: \. ' '' �' � � � �� ' � � / __ter � P`� e A
OW ®� �' OIi /lERLY 4 ' \ VICINITY AP
f
_- � N0 SCALE �P
E.P. NISRET COMP: F-951
HW 202 , / / \
t
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'C c.i � I
,
NO OR FORMERLY
l
GADD REALTY
I� I i
/
GROUP INC:
i
1! c 1GV�
ZONING.TAX #06141006E
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/�
1�l T
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M I� 19
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•; �s p,��11,-� � � �� s d. \ � �
0.1 � ;�' \ \ EX. CONCRETE 0.09 AC. �A PERIN DEVELOPMENT
0 A C . 1 \ Ex. co CRETE
DI 7 1 r // COMPANY. LLC �
\ �� I
'� g''p ry CALL
pG = 1L��L3: J— f 30 NC ONE CALL SYSTEM
\ \ (, �' _ 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
X01 � �R�Ci 1C � � � � � BEFORE YOU DIG
Lp \ 5 H S 0.29 AC. - / TAX
V 06 9 41 /l 1 Q'Ii APPROPRIATE PARTIES AND ASSURING THAT EXISTING
z . \ \ 1 0. J6 AC. d lila �( tli iJ L [JL UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
j _ DI 21
\ �_� % N,�NG C-3 COND. �JS.J1 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
\ 0.14 AC. ��
' � USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
{ i CO 3�I MH 16 BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
_ \ DI 'J \� ® MH f CAROLINA DEPARTMENT OF TRANSPORTATION AND
1- \
CMUD SPECIFICATIONS.
J GB 3Q0 / \ •LO — = -/ 1--800-632-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
1 1, STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
X U.29 AC.\ AVOID UTILITY DAMAGE
\ LEGEND
IDI 1� �
I CB CATCH BASIN
-/ FFE: 61 1 4 . 0.06 AC. �`
_ � ,1 � I, � DCB DOUBLE CATCH BASIN
— DROP INLET
Y `
DI
DI
f DDI - DOUBLE .DROP INLET
NO W OR FORMERLY
� SII — MANHOLE
® % CITY ELECTRIC SUPPLY
— NIS SECTION
COMPANY
FES FLARED .�'
/ INV - INVERT
DEED:5040-01 TOP off' CURS
TC—
✓ / , I !/ TAS#06141018B l II SDE-- STORM DRAINAGE EASEMENT
r_ ,y ZONING: C-3 COND. USE.
t P. D. W Q. E. — PERMANENT DETENTION/
r WAFER QUALITY EASEMENT
05 A C. 1
��ggA� }/x.xx Ac. DRAI�iAGF,l A fffj� AJT STRUCTURE
J ' 30 0 15 30 BO 120
S H BE. DRAINAGE
IA
AREA .90 p / / ' i'f �. ( IN FEET
I inch = 30 ft.
MH 1
�s \
Iil
1 03/28/17 REVISED PER TOWN OF WAXHAW COMMENTS
YWH
NO. DATE REVISION
BY
SHEET TITLE
DRAINAGE AEA P
PROSECT N0.
17=30$
DATE
9/16/16
.PROJECT
HENN STORAGE ''ACI
TOWN IST OF !Y AwHA , UNION CO., N.C.
.
.IF`OR. HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
£fmcm BY
MAH
7� TFT te7E]f �y g� I� Tf4 �p�+
_ �LLSJ183m1La®Wa GH- V iLuAms & �L �o INc.
trPlalxning o Surveying o Engineering
730 Windsor Oak Court, P.O. Bos 1199
Nc Corporate Charlotte, North Carolina, 29273 Pineville, North Carolina, 28134
Registration C--0475 704.559.1990 704.556.0605(iaa)
DWING NO.
251-110
s1IT 6 of 2 xTs

l /
i l \
NOW O FORMERLY � � \ \ � � i , � � �, �
GA.DD REALTY 1 , / TAX06141-a43---
\` f / Z( IGS \ 0,0 �Qy� 4� SITE
GROUP INC. l
\ WRITTEN FROM E.P. NISBET cb. FOR OFFSfTE
�EE1):1410 -- ��� _j` ,: �
�, h REINFORCED SLOPE AND RETAINING WALL. CONSTRUCTION
TAX 0� 41 0®� — SHALL B PROVIDED TO THE TO OF V�IAXHAW.
ZONING: C— / ; Ak
q O FOR ERR �, �\ VICINITY MAP
1 t 1 / –P
i / I
NO SCALE
1 i 1
l \E.P. NISBET CO
�, _ _ \ E
r
f �, 5$6.5D TW
J ti 1
�': �' 051 I � � / �
,
1 1 TAX 06141
006' 58s.Do
�Tw610.0
—3 oZONING: C \
\
\
� � / 596.50 B 6Q5 00 BW
1
.585. D0:5'D �
w-�' ` t
609.00 B
j
NOW OR FORMERLY
GADD REALTYr � t
1:1 SLOPE SHALL BE REINFOR-HEA
GROUP INC. DESIGN. SHALL BE PREPARED BY A ` �X s�c�� – 09.50 T / �
GEOTECHNICAL ENGINEER: AND SUBMITTED
l \ \
DEED.. 1 41 9 — 822 SEPARATELY FOR REVIEW AND P KNITTING. -..,-
TAX #06141006E
ZONING: C-3 a ; L
10
EX. CONCRETE
f 'F EX. ASPHALT
EX. BUILDING
DRIVE 1
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ASC
FFE: Q1
77
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Y
A PERIN DEVELOPMENT
1 EX. CONCRETE � / :��Y�- / � ^'f`
/'
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COMPANY LLC
,
5
_... �, L \ i TAX 0614101 8E
12.13, i - .
QNING: C-3 COND. USE
+ \ 6:i�. 5a TW611.60 Bw ! \NOTE:
620.20 TW BOTTOM OF MALL ELEVATIONS (BW) ARE SET AT
� 1
1\ 7 BW
TW 10.9 6
.77
F- BW APPROXIMATE EXISTING GRADE OR PROPOSED
119 0 TW
�,.
61$:5 T 10.50 BW CONTOUR GRADE T INDICATED SPOT SHOT
I� �: ` _ 9 SQ • . �:�� 0 i' \ I t
611.40 J 9. 'TW LOCATIONS. BOTTOM OF WALL GRADES SHALL BE
610.70 BW. 1.
VERIFIED IN FIELD DURING CONSTRUCTION.
618.80 TW
FOUNDATION DEPTHS AND ELEVATIONS FOR WALLS TO 610.94 .Bw
618.50 TW BE SET BY WALL ENGINEERICONTRACTOR AS THEY SEE
611.20 BW 1 FIT BASED ON CONDITIONS.
/ 1 !1
I
FFE- 6 1 1 4 N CALK
l _
1 ONE CALL SYSTEM 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
BEFORE YOU DIG
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
f UTIL1 nES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
.. FORMERLY
'( R ��y/j! (]yf� /T � ��p/T
l .� •. +... `\ � _, \ - - f' '
NOW ®� t ®3 V111 E3 V1J 1. � '. I -
-L f
2). CONTRACTOR IS RESPONSIBLE FOR PLACING ®ARRICADESCrTELECTRIC
SUPPLY USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY Y�
TO THE PUBLIC.
COMPANY
Y f 3) . ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
jlipI BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
Q\
DEED �} wry y5 04 0 —C.J �+ CAROLINA DEPARTMENT OF TRANSPORTATION AND
1 8
CMUD SPECIFICATIONS.
TAX #061.41018B l
1-800-632--4949 4). ! SHORING WILL BE ACCORDING TO OSHA TRENCHING
ZONING: C-3 CONI]. USESTANDARDS PART 1926 SUBPART P, OR AS AMENDED.
AVOID UTILITY DAMAGE
1 - ! GRAPHIC SCALE
30 D 75 34 SO 720
IN FEET
\\ \\\
I I inch = 30 ft.
\ �1
1 (13/28/17 REVISED PER TOWN OF WAXHAW COMMENTS
YVA l
NO. DATE REVISION
BY
SHEET TITLE
GRADING
PROJECT NO.
SCALE
1 "-30'
llAt"E
9/16/16
.
PROTECT
HENN. STORAGE FACILITYCHISCHD
TOWN OF WAXHA W, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
MANY
YAumRo1[�Te 1[ 7[]� �(gp
c.
Planning o Surveying o(�Exgineer:ng
!,daor Oak Court P.4: Bos 1198
NC Corporate Charlotte, North CBrolJoa, 26273 Pln"Me, North Carolina, 28194
Re istraUon C-0475 704.556.1990 704.556.0505(faz)
DWING NO.
251..°-10
snT 7 o, 2 xrs

,
-- .
j
\
NOW OR FORMERLY
Q-8148-4� � o
GADO REALTY \ ,� ) �, a
\ 1 ! i - / / ASD
/ I �/ SITE
1
GROUP INC. e�-
822
TAX J06141006 _ I f / r �/ __ \ _
}ONI I NG: C-3[ I f� / I \ QAC
1NO�_CR FORMERLY Ak
VICINITY MAP
E. P. NISBET CO
N0 SCALE
,
MP. F-951
i ` i TAX #0814.1 Q®8�`
j I ZONING: C-- 3 �
t,
,
! 1
NOW OFORMERLY. 1 1 ---
I i / f tzX. 14� EX 12" f� / IUM
'
��^l I J I _ - // 1
GADO REALTY 1 � � . � { j' I � � 14'� I I � EX.,
f } cY titU' I�}E r r . 12 a �, ;
GRC UP INC. I I � C � �� _ P PLAR � /� -�+ \
, l i , � 16 � — r '\
]��[ gg�� �g T � ' f ! I i r EXE % / i` _` =-- _ �' 6A
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TAX#06141006E E
,
\ f 12
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ASE ��� -� } \ – _
/ I
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i � )
EX. AVEL
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IN 14
COV: EX. C
`. ONCRETE y j ,
EX. ASPHALT
'
EX. BUILDING
DRIVE
_ rr
VECH
1j
OR A/C GRAVEL W
/ P N�� "" r �� / PARKING 4 \ \
i
l
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_ v
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\ EX. CO CRETE E ASPH
COMPANY LLC
B J�-738
\
LP,,.\ `\ /� TAX #Q8141 Q18�'
NING: C-3 COND. USEX: ASIVE
PHALT
,
X, IMPERVIOUS E : 1960.06 0. .
X. CONK
CALL
NC ONE CALL .SYSTEM'
i DIG 1). CONTRACTOR 1S FULLY RESPONSIBLE FOR. CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
BEFORE YOU
fNOW OR FORMERLY
I UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
C�
',, / 2). .CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
- I
CITYELECTRIC SUPPLY i
r I USING' FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
\\09y ' r i TO THE PUBLIC.
F - ;
COMPANY
/ 3). " ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
r'
iJL �. ���Q �1 dJ j BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
CMUD SPECIFICATIONS.-
�TAX #061-41018B [
7�T7� f fir). SHORING WILL BE ACCORDING TO OSHA TRENCHING
ZONING' C-""3 COND. USE l 1-800-632-4949 AA STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
1Y lY !
AVOID UTILITY DAMAGE
� ! f
GRAPHIC SCALE
30 0 15 30 60 120
1
IN
FEET
L...' rn n1 Inc - 30 ft. . \ /
\\ IN v vv . vt�
1 - 0$/28/17 - REVISED PER TOWN OF WAXHAW COMMENTS
.YWH
NO. DATE REVISION
BY
SHEET TITLE
PRE -DEVELOPMENT P
PROJECT M.
SCALE
1 „—�o'
DATE
9/16/16
PROJECT
HENN STORAGE `AC TY
TOWN OF W.A.XHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, .LLC
DRAWN BI
BTG
c1mc[m BY
MAH
Y ]SOUGH- II]GE.TAMS & Houm, Edco
Planning D. Surveying 0I asaeersng
730 �'>ad,or Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
12e istration C-0475 704.556,1990 704ZK0505(fax)
DRAWING NO.
251-10
ISHT 8 of 2 BTs.

1 I i
� !. t_
1 03/28/17 REVISED PER TOWN OF WA%HAW COMMENTS
YwH
NO. DATE REVISION
1w
SHEET TITLE
.
POST—DEVELOPMENT E
-
PC�OSF.�" T N0.
SCALE
1 °'=a'
BATE
9/16/16
PROTECT
E N STORAGE FACILLITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAP BY
BTG .
CHECKED. BY
MAH
Planning Q Surveying o Engineering
c>
790 Windsor Oak Court P.O. Bog 11.98
NC Corporate Charlotte, North Carolina, 28279 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556.0505(fag)
DRAWING N0,
251-107
IsuT 9 of 20HTs

OVERFLOW
I Rf1:t" €T[68 Tei R NFILTER INIW INLF-T STU ..--WEIR AT 604.20
40
NOTES
_ ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE
't Q", IIIIV..
ALL M MfAT15%N5, I IILAENSI K10! M I_C]�TI GF
LIMITS OF RISER AND IN , SHALL BE VERIFIED BY THE
F� OF RECCPRIORTO RELEASING FOR
REQUIRED
�
® - I �. 14FILL
ALE: I" ALL FITTINGS AND REINFORCE PLY ATH
SC TYP1$7
ASTMASK
FSE T E F �.
� °" T` P: ALL RISERS AND STUDS ARE "x " CORRUGATION
LOADING: I-� H2 - AND 18 GAGE UNI r�� OTHERWISE NOTED.
SYSTEMi 1I e `$ _ _ .._ ._ _ RISERS TO BE FIELD TRIMMED TO GRADE.
QUANTITY F PIPE SHOWN IDES NOT PR DE EXTRA
PIPE FOR CONNECTING THE SYSTEM TO EYJSTING PIPE
TYPICAL ISECTION VIEW OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED
SCA
.E. N.T.PROVIDES NOMINAL. INLET ANDIOR OUTLET PIPE STUB FOR
CONNECTION TO E)(ISTING DRAINAGE FACILITIES. IF
ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY
........
1 03/28/17 REMSED PER TOWN OF WA%HAw COMMENTS -
YWH
NO. BATE REVISION
BY
SHEET TITLE
UNDERGROUND DET'ENTIO ET' SHEET:RATEe=,
PROJECT No:
SCAT E
O°
9/16/16
PROJECT
jg(gyCpI
r � STORAGE
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY BTG
CHECKED By
MAH
Y ROgTGH-WI LiLIAMS & Hou LIE, INc.
planning o Surveying o meeting
730 Windsor Oak Court. F.Q. Bos 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 744.556.0505(fax)
DRAWTNC NO,
251-106
Sn 1 Qr 2 rTS

i
COUNT
DESCRIPTION
INSTALLED BY
6
27', 7.5 GPM, PERLITE CARTRIDGE (PURPLE)
e n ll,
XX
2- PVC SLIP PLUG
PRECASTER
1
SEALEDOUTLET RISER
PRECASTER
1
FLOW KIT
PRECASTER
SAND COLLAR
PEAKFLOW
RATE
7
JOINT SEALANT (BY PRECASTER)
CONTRACTOR
1 PLC
HDPE OUTLET RISER
gill,
1
080" X 4° FRAME AND COVER
CONTRACTOR
� LL.
UJ 2
DETAIL EES'
Impervious Area, Ai
012° STUS
LL > Of
Pervious Area, Ap
FILTER MEDIA TYPE
PERLITE
% Impervious
100%
OUTLET
Runoff Coefficient, Rv
4.95
=0.06+0.9*(Ai/Ad)
Water Quality Volume Calculations
�e
�Mill
Design storm rainfall depth, Rd
1.0 in
Water quality volume;, WOW
3138.1 ft'
=Ad"Rv�Rd*(43660/12)
Storage Component Calculations
t8'STU$
a$
~i$UMP a
2353,6 ft'
A
E�
AL
- -
Mass loading calculations
Mean Annual Rainfall, P
45 in
Agency required % removal
4611
Percent Runoff Capture (% capture)
90°
-
127,094
-
Event Mean Concentration of Poltutant, EMC
70.0 mgJl
(Typi.Py6€i- 7ff-eaa—dal.100-(,d".i,U)
Annual Mass Load, Mme;
655.06 lbs
=EMC t" (28.3)*(0_(700001)*{2.2046}
Filter System
Filtration brand
StormFilter .
Cartridge Height
27 In
Cartridge Quantity Calculation
Mass removed by pretreatment system, MR,
167 Ibs
FLOW
Mass load to filters after pretreatment, Mpassl.
389 lbs
=Mtotal - Mpre
79%
=1+(° removal - 1)1(1 - %pree)
Mass to be captured by filters, Mfa r
345 lbs
=Mpassl * Efilter
maximum Cartridge Plow rate, Qom,
7.5 gpm
=q ¢ (7.5 ft2Jcartridge)
Mass load per cartridge, M„,t (lbs)
54 lbs
=400kup mass load per cartridge
a o
�-
—
=RC7l.€NDUPP(Mfilterff cart,O)
OUTLET
- -� _
=Nmass*(Qcartl449)
SUMMARY
Maximum Treatment Flow Rate, c€s
0.10
Cartridge Plow Rate, gpm
7.5
INLET
to
9
i
72” I.D. MANHOLE
CONSTRUCTION
f
STRUCTURE
FLOW BYPASS
MOLDED -IN CUT LINE
(SEE INSTALLATION
(SEE INSTALLATION
(86") O.D.NOTE
G)
NOTE E)
-
GROUT.
O
FRAME AND
STEP
SLIPLUG
(SY CONTECH)
COVER
!r
PLAN VIEW
SECTION
OUTLET DETAIL
SEALED OUTLET RISER
FLOWKIT. 42A
MATERIAL
LIST - PROVIDED BY CONTECH
SITE DESIGN DATA
COUNT
DESCRIPTION
INSTALLED BY
6
27', 7.5 GPM, PERLITE CARTRIDGE (PURPLE)
PRECASTER
XX
2- PVC SLIP PLUG
PRECASTER
1
SEALEDOUTLET RISER
PRECASTER
1
FLOW KIT
PRECASTER
PEAKFLOW
RATE
7
JOINT SEALANT (BY PRECASTER)
CONTRACTOR
1 PLC
GRADE RINGMISERS
CONTRACTOR
1
080" X 4° FRAME AND COVER
CONTRACTOR
r
..
PERFORMANCE SPECIFICATION 2 Lo Z z
FILTER CARTRIDGES SHALL BE MEDL4-FILLED, PASSIVE, SIPHON ACTUATED, RADIPJ. FLOW, AND SELF CLEANING. RADIAL ME I& DEPTH Z Z
SEALED SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL SE AT LEAST 37 SECONDS. LiJ
OUTLET SPECIFIC FLOW RATE SHALL BE 1 GPMZF (MAMMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BYTHE
- _ RISER INLET MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMJGF OFF MEDIA RAA M1,11N). LU
INV. ELEV. 598.DD' : GENERAL NOTES UJ
- 13 -- 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIWTS, PLEASE CONTACT YOUR CONTECH
ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.CorsWCWS=mm EiJ
INLET PIPE3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
012"" CMP TH16 DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. ® 6i
OUTLET 4. STRUCTURE SHALL MEET AASHTO H820 LOAD RATING, ASSUAGING EARTH COVER OF V - & AND GROUNDWATER ELEVATION AT, OR �
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION, CASTINGS
E INV. ELEV. 597.50' SHALL MEETAASHTO M306 AND BE CAST WITH THE CONTECH LOGO
S STORMFILTER SHALLSE PRECAST CONCRETE CONFORAINtT0ASTM C-478 AND AASHTOLOADFACTOR METHOD. m pSEE OUTLET DETAIL
INSTALLATION NOTES Immg '51 mw t
FILTER (THIS SHEET) A. ANY SUB -SASE, BACKFILL DEPTH, ANDIQR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGNCONSIDERATIONS AND SHALL BE E
CARTRIDGE HDPE OUTLET RISER SPECIFIED BY ENGINEER OF RECORD.
i�
B. CONTRACTOR TO.PROVIT7E EGLUIPAAFJiIT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SETTHE STORMFILTER -4) ue
FLOW Krr STRUCTURE (LIFTING CLUTCHES PROVIDED
OUTLET SUMP C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE.
SECTION A _ _ - _ _ D. CONTRACTOR TO PROVIDE. INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. �
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DAM
DIAMETER HOPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT 11119/16
MOLDED IN CUT LINE. COUPLING BY FERNCO OR EOUAL.AND PROVIDED BY CONTRACTOR. oto DRUM.
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. JDP JDP
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT cNes� na�� DP
ONLY, DO NOT GLUE} JDP
STRUCTUREWEIGHT rRWECTNo_ SEWENCERL'
APPROXIMATE HEAVIEST PICK =T.B.D.LBS. 552302 01
OF X PIECES aNEerr
MAX. FOOTPRINT= 072"MANHOLE STORMFILTER 1 1
0
Determining umber of
CNTECH ;
Cartridges for
Volume -Based
WATERQUALiTY
NACFS
Design Engineer:
FLOW RATE
Blue Cells = Input
Date
312712017
Mack Cells = Calculation
Site Information
PEAKFLOW
RATE
NACFS
Project State
North Carolina
REVISED PER TOWN OF WAWAW COMMENTS
Project Location
Waxhaw
RETURN PERIOD
OF PEAK FLOW
NAYRS
� LL.
UJ 2
DETAIL EES'
Impervious Area, Ai
0.91 ac
LL > Of
Pervious Area, Ap
FILTER MEDIA TYPE
PERLITE
% Impervious
100%
Y/� �@ 7pppq�Tq e7� ��t�;p/y � � p ��
1�LL9S®16�Ui'RAV,.gH- VII=Lw1Lgi1ms ar 1L A!.®LLJ'Jlz, INc.
Planning o Surveying ofEngineersng
730 Tindsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1090 704.556.0505(fox)
Runoff Coefficient, Rv
4.95
=0.06+0.9*(Ai/Ad)
Water Quality Volume Calculations
0 C) C
Design storm rainfall depth, Rd
1.0 in
Water quality volume;, WOW
3138.1 ft'
=Ad"Rv�Rd*(43660/12)
Storage Component Calculations
L�I!JC�1��0
Capture 75% of WQV
2353,6 ft'
r
..
PERFORMANCE SPECIFICATION 2 Lo Z z
FILTER CARTRIDGES SHALL BE MEDL4-FILLED, PASSIVE, SIPHON ACTUATED, RADIPJ. FLOW, AND SELF CLEANING. RADIAL ME I& DEPTH Z Z
SEALED SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL SE AT LEAST 37 SECONDS. LiJ
OUTLET SPECIFIC FLOW RATE SHALL BE 1 GPMZF (MAMMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BYTHE
- _ RISER INLET MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMJGF OFF MEDIA RAA M1,11N). LU
INV. ELEV. 598.DD' : GENERAL NOTES UJ
- 13 -- 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIWTS, PLEASE CONTACT YOUR CONTECH
ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.CorsWCWS=mm EiJ
INLET PIPE3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
012"" CMP TH16 DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. ® 6i
OUTLET 4. STRUCTURE SHALL MEET AASHTO H820 LOAD RATING, ASSUAGING EARTH COVER OF V - & AND GROUNDWATER ELEVATION AT, OR �
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION, CASTINGS
E INV. ELEV. 597.50' SHALL MEETAASHTO M306 AND BE CAST WITH THE CONTECH LOGO
S STORMFILTER SHALLSE PRECAST CONCRETE CONFORAINtT0ASTM C-478 AND AASHTOLOADFACTOR METHOD. m pSEE OUTLET DETAIL
INSTALLATION NOTES Immg '51 mw t
FILTER (THIS SHEET) A. ANY SUB -SASE, BACKFILL DEPTH, ANDIQR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGNCONSIDERATIONS AND SHALL BE E
CARTRIDGE HDPE OUTLET RISER SPECIFIED BY ENGINEER OF RECORD.
i�
B. CONTRACTOR TO.PROVIT7E EGLUIPAAFJiIT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SETTHE STORMFILTER -4) ue
FLOW Krr STRUCTURE (LIFTING CLUTCHES PROVIDED
OUTLET SUMP C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE.
SECTION A _ _ - _ _ D. CONTRACTOR TO PROVIDE. INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. �
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DAM
DIAMETER HOPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT 11119/16
MOLDED IN CUT LINE. COUPLING BY FERNCO OR EOUAL.AND PROVIDED BY CONTRACTOR. oto DRUM.
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. JDP JDP
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT cNes� na�� DP
ONLY, DO NOT GLUE} JDP
STRUCTUREWEIGHT rRWECTNo_ SEWENCERL'
APPROXIMATE HEAVIEST PICK =T.B.D.LBS. 552302 01
OF X PIECES aNEerr
MAX. FOOTPRINT= 072"MANHOLE STORMFILTER 1 1
0
Determining umber of
CNTECH ;
Cartridges for
Volume -Based
ENGIINEERED SOLUTIONSDesign
in NC
Design Engineer:
JDP
Blue Cells = Input
Date
312712017
Mack Cells = Calculation
Site Information
Project Blame
Hann Automotive
Project State
North Carolina
REVISED PER TOWN OF WAWAW COMMENTS
Project Location
Waxhaw
REVISION'
Drainage Area, Ad
0.91 ac
DETAIL EES'
Impervious Area, Ai
0.91 ac
D ATE
A9/16 /16
Pervious Area, Ap
0.04
CffUMD BY
MAN.
% Impervious
100%
Y/� �@ 7pppq�Tq e7� ��t�;p/y � � p ��
1�LL9S®16�Ui'RAV,.gH- VII=Lw1Lgi1ms ar 1L A!.®LLJ'Jlz, INc.
Planning o Surveying ofEngineersng
730 Tindsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1090 704.556.0505(fox)
Runoff Coefficient, Rv
4.95
=0.06+0.9*(Ai/Ad)
Water Quality Volume Calculations
Design storm rainfall depth, Rd
1.0 in
Water quality volume;, WOW
3138.1 ft'
=Ad"Rv�Rd*(43660/12)
Storage Component Calculations
Capture 75% of WQV
2353,6 ft'
=0.75*VVQV
Pretreatment credit (estimated or calculated), %pre
30%
Mass loading calculations
Mean Annual Rainfall, P
45 in
Agency required % removal
4611
Percent Runoff Capture (% capture)
90°
Mean Annual Runoff,Vt
127,094
=P*Ad*Ru*(43560/12)*%capture
Event Mean Concentration of Poltutant, EMC
70.0 mgJl
(Typi.Py6€i- 7ff-eaa—dal.100-(,d".i,U)
Annual Mass Load, Mme;
655.06 lbs
=EMC t" (28.3)*(0_(700001)*{2.2046}
Filter System
Filtration brand
StormFilter .
Cartridge Height
27 In
Cartridge Quantity Calculation
Mass removed by pretreatment system, MR,
167 Ibs
=Mtvtal * %removal
Mass load to filters after pretreatment, Mpassl.
389 lbs
=Mtotal - Mpre
Estimate the required filter efficiency, Ef€,,,
79%
=1+(° removal - 1)1(1 - %pree)
Mass to be captured by filters, Mfa r
345 lbs
=Mpassl * Efilter
maximum Cartridge Plow rate, Qom,
7.5 gpm
=q ¢ (7.5 ft2Jcartridge)
Mass load per cartridge, M„,t (lbs)
54 lbs
=400kup mass load per cartridge
Number of Cartridges required, N,,,,,
6
=RC7l.€NDUPP(Mfilterff cart,O)
Maximum Treatment Capacity
010
=Nmass*(Qcartl449)
SUMMARY
Maximum Treatment Flow Rate, c€s
0.10
Cartridge Plow Rate, gpm
7.5
02008 CONTECH Stomiwater Solutions
contechstor€ waters€ m
40
0
SEAL
14906
®®/®1°° 1 ail 11\0 'IOW
®L....A
1 03/28/17
REVISED PER TOWN OF WAWAW COMMENTS
- YWH
NO. DATE
REVISION'
BY
SHEET TITLE
STORMFILTER
DETAIL EES'
Pxos>cT NO.
=1 Q'
D ATE
A9/16 /16
PROTECT
J E N STORAGE E
TOWN OF WAXHAW, UNION CO., N.C. .
FOR: .I ENN AUTOMOTIVE, LLC
nRnwN BY
BTG
CffUMD BY
MAN.
NC Corporate
Re astrafian C-0475
Y/� �@ 7pppq�Tq e7� ��t�;p/y � � p ��
1�LL9S®16�Ui'RAV,.gH- VII=Lw1Lgi1ms ar 1L A!.®LLJ'Jlz, INc.
Planning o Surveying ofEngineersng
730 Tindsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1090 704.556.0505(fox)
MWING NO.
6251-105
sET 1P 2 HTs .

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i
Wz O ERS ,� o
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J
NOW OR FORMERLY TAXI #0 16 41 43
`,
GADD REALTY � �® I�TG� �
\ \ 1 -� of Q� SITE INC t \ BEGIN WALL / Q '}'
f �\
/ , _. �; \ 1 / CLASS II RIP RAP ROCK CHECK
DEED: 419-32 - I ` j I - / , I
\ DAM I'ACEI� WITH X57 STONE
\ \ 1 1 1 t
SAX #06141006
\ \ � �
ZONING: C-3 y \i �+ VICINITY MAP P
/ P I [ N O SCALE
E.P. NISBET TEMPORARY
_
t i fr ! � TEMPO — � � � '•\
END OF WALL � _ \
STANDAAIRD IVO ES
TAX i
i F
I l i 1. AS REQUIRED BY THE NPDES GENERAL PERMIT NCG©10000, ALL
+. ZONING: C-3
1 1
PERIMETER DIKES, SWAL DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
�_�,pc
ROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
R AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
NOW OR FORMERLY OVE
r ALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL
GAD: REALTY
i i - - ->.- - - �•- I I , - r ; I , - ., j // / THEIR DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR _
/ I � l Fx. 1 � �� ��\i�ERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
ROUP INC.l p'� =
G I I ---= \ X V�PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
= - '' � 30�E �,'.' ST LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME
D.�'ED-1419-82 ! i } ! I - _ - � ° ,fit: y -� -
I'• ,
� �.� �� XEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT
j -�- `� CGO10000 UNDER SECTION Z.B. GROUND STABILIZATION.
TAX #06141006E _
1 -
' �- . _�- _ , f. 1 . NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO
l
\
ZONING: C ! / _' i i !'t ..� ;i t ; ' i �� ! NSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO
1 ,� -� i I i I `+ ' �/ APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES.
� � �'' t ; \ 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
- - UPON SPECIFIC SITE CONDITIONS.
. CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES
704-843-2195,ETIN
F DEPARTMENT, AT . FOR A ME G
/ PRIOR TO.ANY LAND DISTURBING ACTIVITY.
� / / Vii. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND
STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL
WAXHAW DEVELOPMENT
M TOWN OF HAS BEEN OBTAINED FROM THE
SERVICES DEPARTMENT.
Ex. CONCRETE
6, ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH
EX: ASPHALT - ,� !� THE TOWN OF WAXHAW ENGINEERING, STANDARDS AND PROCEDURES
Ex. BUILDING DRIVE , // MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL
R �' �N� / //� PLANNING AND DESIGN MANUAL, LATEST EDITION.
7. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL
SKIMMER g /�1 � � � � MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING
�i
/ EACH PHASE OF EROSION CONTROL MEASURES.
SEE DETAIL SHEET #2 FOR / 8, SITE GRADING IS TO BE COVERED UNDER THE GENERAL
l�f f 1 STORMWATER PERMIT NCG01.0000. ANY LANA DISTURBING ACTIVITY > 1
BASIN INFORMATION. f
ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF
1 tNG \ � / / NOW OR FORMERLY THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
t 1 PA \ TOP Or BOX SHALL BE UTILIZED 9, CONTRACTOR IS TO KEEP STREET CLEAR 4F MUD AND OTHER DEBRIS.
�r 7rr Thr �t r7
AS EMERGENCY SPILLWAY AT /r ERI DEVELOPMENT CrL®LrJl 10. THIS PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF
Ex. CONCRETE �� - W PREPARED THE EROSION CONTROL PLAN IS
,, \ Ex. Ca CRETE /ELEVATION 605.50.
, �/ / Iry r NORTH CAROLINA WHO
e�� COMPANY LC SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION QF ALL
ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS
E: J- r 736 AND BUFFERS SHOWN ON THE PLANS
11. THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY
TAX #06141018E AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH
A C . � t %� � %� I .SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN
\ -
2. - / �i� ZONING: C-3 CQ]. USE
J _ f� � '�� OF WAXHAW, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES
NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
�_ � \ � ��` � ._✓ ~y — - } � ' �� � � THIS DOCUMENT.
12. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS
AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
13. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE
�
• _� _ !� � �� I
LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY 1 ACRE 15
REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS
DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE
WELL AS
' �•� E�'P PROJECT, IS REQUIRED.
\",
-
p,
���
p CALL
�- NC ONE CALL SYSTEM
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
\ !, J BEFORE YOU DIG
; r 1 APPROPRIATE PARTIES AND ASSURING THAT EXISTING
\ f TIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
J ,
NOW OR FORMERLY
� uTILI
/rpr7+ ELECTRIC
�r erg n 2).. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
lil 1 Y �rECI ��Li �7 U�i-Y j
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
\ \� = / / / 1 TO THE PUBLIC.
TEMP. CONSTRUCTION ENTRANCE o \ 000 �/ / \ )
\ F� � - �`� � ,Ij I � 3 . ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO .
„ „ SE AGGREGATE, 6,, DEEP,
_ CO.�.�.Y
NORTH
� —3 COURSE ���'�� %
DEED. -5940-618
24' WIDE & 100' LONG (TYP-) moo, � AND
BE REPLACED ACCORDING TO STANDARDS OF THE ORT
I.
\ `� CAROLINA DEPARTMENT OF TRANSPORTATION
j
J TA 0 61 41 01 8� l CMUD SPECIE/ . ATIONS
SUBPART OR AS ND
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
ZONING:
� � r /tea �r r� �r 7� � �} USE
I 1-Sa0-.632-4349
Lr ONI !I G: li � 3 l� of M.[,.i. lJ SE � � AVOID UTILITY DAMAGE STANDARDS PART 1926 S P. AMENDED.
?®IAL SITE AREA, 3,42 AC.
14T N
TOTAL DENUDED AREA: 2.96 AC.
PHIL GALE
GRA S
,5 so ,2o
GEND ®F SYM��L�
30 p
LE30
DENUDED LMT ®04J13LE ALT FENCE \ \ ~�
!
+H+H+H+HIi-Ei- IN FEET
f,
CATCH BASIN PROTECTION DIVERSION DITCH � \ j �— ' 1 inch = 30 ft.
ANY GRADING 6EYOND THE DENUDEp LIMITS SHOWN ON THE PLAN IS. A VIOLATION OF THE •� %i ;<\
� ` 1 ;jI \\ n��% ®�] �j C ]� ]I /r�jvY
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. I 1 S 61NL LJ
� J
GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION ROCKY HOME PLAZA INC
OF THE TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.VIPCV�qx ��
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS, REFER TO ER05ION ' y �/ �� Gym 99 DE! �°f D - 6'2 0 7 — 4 ®�
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. �(\'
\ ti
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ` ® >= ��Ali #06141018k \
REPRESENTATIVE OF THE TOWN EAIGINEERING DEPARTMENT.
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT PREVIOUSLY APPROVED.LJ ONI V G. C-3 COND. } USE — V; iVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN
.._. NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
GEOTEXTILE FABRICS MUST BE PLACED UNDER ROCK WE9RS TO PREVENT BASIN BYPASSING. I
PRE -CONSTRUCTION MEETING.
FAILURE TO SCHEDULE AN ON—SITE MEETING WITH THE TOWN EROSION CONTROL COORDINATOR Q !�
48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY
CODE AND IS SUBJECT TO A FINE.J WATER
STABILIZATION
� THE FIRST WATERCOURSE INTO WHICH STORM WAT R
STABILIZATION IS THE BEST FORM OF EROSION CONTROL, TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY LEAVING THE SITE IS TRIBUTARY IS BLYTHE CREEK.
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
'f LAND DISTURBING ACTIVITY MORE THAN , ACRE REQUIRES COMPLIANCE WITH ALL� _ I I ESPONSIBLE PARTY FOR MAINTENANCE OF TEMPORARY
AN
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONALEROSION CONTROL MEASURES DURING CONSTUCTION: f®®
POLLUTANT DISCHARGE ELIMINAMON SYSTEM [PERMIT NO. NCGOIOOOOj ANY PERMIT — 'CHUCK STARNES • �°�'9 ®i
}
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT
ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL / TALON CONSTRUCTION CORPORATION _
RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER QUALITY STAFF AT I Qe.
HONE NUMBER: 704-975-$399 SEAL
704--663-1699). / \ '�� 14906
SPONSIBLE
MMlsloiv OR 0 PARTY FOR MAINTENANCE OF PERMANENT Lv
NO PERSON SHALL REFUSE ENTRY OR ACCESS TO ANY REPRESENTATIVE OF THE CO �1=
ANY REPRESENTATIVE OF A LOCAL GOVERNMENT WHO REQUESTS ENTRY FOR PURPOSES OF i
MEASURES FOLLOWING CONSTUCTION: !® .�'•,c� GtNE�`�°•� 0`�
INSPECTION.
CHUCK STARNES /90
®A® C, AN ©®�®
_ - \ j TH.••\®
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NGDOT RIGHT OF WAY, MUST BE PRESENTED \
AT PRECONSTRUCTION MEETING. - TALON CONSTRUCTION CORPORATION 7I'/6lI1141!`0
- / PHONE NUMBER- 704-975-8399
1 ,
,
�1 03/28/17 REVISED PER TOWN OF WAXHAW COMMENTS .. ..
ymi
NO. DATE. REVISION
BY
SHEET TITLE
IG SE EROSION GOVT
PROJECT NO.
SCALE
1„ T 30'
DAT
9/16/16
PROJECT
HENN STORAGE FACI. ITY
TOWN OF WAKHAW, UNION CO., N.C.
FOR: .HELI N AUTOMOTIVE, LLC
DRAWN RY -
BTG
� WCKED
MAHY
.. - ..
Yd43BRouGH°°WiLmAms & H®mm, HNca
�Planning o Surveying of Ex sneering
730 Windsor Oak Court P.O. Box 1198
NC Cor orate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration 0-0475 704.556.1990 704.555.0505(faa)
DRAWING NO.
251-103
SHT 11, 2 HTs

( cA
0950, ; i 1 i / \ �a
g O INV 0. / 4
8 n
1 / P
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1'
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16
/r
TC ®R FORMERLY, ` 1a i l ; �� � _ '\ VICINITY MAP
E. [1��` �, I I CAS II RIPAP R CK GHEG�K _ �� �� NO SCALE
�:
51 / 1 /: / j DAM FACED WITH #57 STONE i J \
TEMPORARY STOCKPILE REA (TYP.)' \ \ STANDARD O ES
1. AS REQUIRED BY THE NPDES GENERAL PERMIT NCGO10000, ALL
I ,•:... % ,\ I ..! , , / ` PERIMETER DIKES, S" LES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
BAFf LES (TYP.) . - I _ _ - -- _ PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
\ s" ' - / COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
4.:•'. � , I. � _ -.I, III / � \ -�
V_ / -
. - € l � � I : i 1 \ � - CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL
�P II ll \ OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
EX. CON - i
.CRETE. _, �.-I_ . -- : 1-i_�'- � � , ,
' I.'� - �G _ _ �/\ 1 ' PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
EX. ASPHALT �� - I c \ _
� 1 RACTIGABLE BUT IN ANY EVENT WITHIN 34 CALENDAR DAYS FROM THE
DRIVE SKIMMER TYP.
/
{ A5T LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME
s �� >� 4 - '- .~ .. . - - -. � i ! - .. � E - 1= i I, - ' rYr i' -"r _-,k I. �- I h IIS _ t 11 � �; \ 1 }��� . � ~�
INSET -tel f-`� \; 1 ` XEMPTIONS. CAN BE FOUND IN THE NPDES GENERAL PERMIT
- - r CGO10000 UNDER SECTION 2.13. GROUND STABILIZATION.
NO LAND DISTURBING ACTIVITY EXCEPT THAT WHICH IS REQUIRED TO
XD
\ 1NC ' C — �2 N Q
N 3
INSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO
j 1. l , w___-�� �"s �- � - � ._ ; _ _ r_ , I r z _ , ;y ' .: s-• , , I ! � +, ' 1 � I . � � APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES.
3.. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
END PROP. PIP
- _� = UPON SPECIFIC SITE CONDITIONS.
�- AT SKIMMER BAS/ -�;:.
4. CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES
603.21
DEPARTMENT, AT 704-843-21951 FOR A PRE -CONSTRUCTION MEETING
SKIMMER BASIN PRIDR TOAN Y LAND DISTURBING ACTIVITY.
r,
5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND
f
SEE DETAIL SHEET #2 FOR f
r STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL
BAFFLES TYP. _ ::_f ° BASIN INFORMATION. ! HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW DEVELOPMENT
(
SERVICES DEPARTMENT.
I' /!✓� ��— �� COV.
� €x. caNCRrE�I' / �/� fi. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH
EX. ASPHALT
i� THE TOWN OF WAXHAW ENGINEERING, STANDARDS AND PROCEDURES
Ex. BUILDING
DRIVE .:�.: � '... SKIMMER (TYP.)
MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL
MECt
arc PLANNING AND DESIGN MANUAL, LATEST EDITION.
7. ONS, THE CONTRACTOR SHALL
MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING
c � /
1 �� ; "•.:� / EACH PHASE OF EROSION CONTROL MEASURES.
I OP OF BO .SHALL BE UTILIZED /i �
-- I % j � $. SITE GRADING IS TO BE COVERED UNDER THE GENERAL
AS EMERGENCY SPILLWAY AT / % �i % STORMWATER PERMIT NCGO10000. ANY LAND DISTURBING ACTIVITY > 1,
– 1 'f +r
`I� V TION F7. 5 .50� ���/ / ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF
/�,// / 1�i ® 6'd ®R FOR1V�ERLY THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
9. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS.
EX. CONCRETE �;,• ;\ 1, �I t ; ; r� \ �/ //� A RERIN DEVELOPMENT NALENGINEERREGISTERED WITH THE TATE OF
Ex. �\
10. THE PROFESSION S
'
NORTH CAROLINA WHO PREPARED THE EROSION. CONTROL PLAN IS
_ •, ` CO CRETE _
1 �
COMPANY LLC SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL
`} \ : / '•: / /�
ENVIRONMENTAL WETLANDS PERENNIAL AND INTERMITTENT STREAMS
G AND BU -PEERS SHOWN ON THE PLANS.
11. THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY
- . � :•.. � , TAX #06141018E ; ' � H 1 � AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH
2.42 IAC, !
-: i I Y SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN
�� ��-` �s _ s 1 j -Lr QNING. C—c� Cldj�lJ, USE H THE APPROVAL F THIS DOCUMENT, As UME
1 m \- OF WAXHAW, THROUGH A O O S S S
NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
THIS DOCUMENT.
n �_ '12. SILT SACKS WILL BE PLACED IN BASINSIINLETS ALONG ROADWAYS
~`, AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
13. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE
LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY > 'I ACRE IS
REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS
WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE
' .
PROJECT, S REQUIRED.
•. �'' � �� � ;}
'1
e. e✓ ! r CALL
INC ONE CALL SYSTEM
1) . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
BEFORE YOU DIG
i
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
1 `
r i
NOW YY O FORMERLY; UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
/ 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
CITY ELECTRIC SUPPLY
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
_
TO PBI
TEMP. CONSTRUCTION ENTRANCE - \ /
� � 1 I HE 'U LC.
- _ , { COMPANY �
"_ 6 DEEP ` ::'• \� �/ I 3). ALL PAVEMENT CUTS CONCRETE OR ASPHALT ARE TO
2 3 COURSE AGGREGATE, � �
. z �/� ) BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
�. 24' WIDE & 100 LONG (TYP.) r A
` I I \ � Rim • � � � � 61 CAROLINA DEPARTMENT OF TRANSPORTATION AND
GMUD SPECIFICATIONS.
�. - �,
T \ — TAX #06141018B
1-800-532-49.49
r� •�7- }��4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
ZONING:.
�, CT � �, ®•��. ��E JSTANDARDS PART 1926 SUBPART' Iz, OR AS AMENDED.
TOTAL SITE AREA: 3.4.2 AO./��_� ; 1 AVOID UTILITY DAMAGE
TOTAL DENUDED AREA: 2.96 AC. �--- _ ✓ �'�
GRAPHIC SCALE
LEGEND OE SY�IOLS
30 0 15 30 60 120
DENUDED LIMIT DOUBLE SILT SCE
CATCH BASIN PROTECTION DIVERSION DITCH ( IN ET
1 'inch — 30 ft.
Rpt CHECK DAM GRAVEL. ENTRANCE `' I
SILT FENCE �f FH H+Ii H I� i F TEMP. SKIMMER BASIN
i
, l qa0-
GRAVELdo RIP RAP HIGH HAZM SILT FENCE \' \� �r o
.FILTER ®ERM BASINEEK]
\ -Od
ON-SITE BURIAL PITS REQUIRE AN. ON-SITE DEMaL€T1tlN LANDFILL PERMIT FROM THE ZONING )X
ADMINISTRATOR.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS R VIOLATION OF THE
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. ; Lam. \ !I i I ��t� i I OR FCR1Vl LILY
A \ j� INCGRADING ONE ACRE OR. MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION �Q,p�• R C CI1 T CE PLAZA r 1 �f ;
OF THE TOWN EROSION CONTROL ORDINANCEAND AND IS SUBJECT TO A FINE. r , \
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION \ /� y` �2 n • / L!j'y
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. .d n d D / l
�j ►y
r ��
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A TAX
#06141018k
� /� ® /t
REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT.Q ' `A 3 till YJ i i L. /
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT PREVIOUSLY APPROVED. �� .� ZONING, C-3 COND. VSE !
\ 1
GEOTEXTILE FABRICS MUST BE PLACED UNDER ROCK WEIRS TO PREVENT BASIN BYPASSING. I, v ..,, DRIVEWAY PE MIT FOR COI�TRUCTION ENTRANCES IN
FAILURE TO SCHEDULE AN ON-SITE MEETING WITH THE TOWN EROSION CONTROL COORDINATOR �Q ~~I� ® I NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY �' �a PRE -CONSTRUCTION MEETING.
CODE AND IS SUBJECT TO A FINE.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO i THE FIRST WATERCOURSE INTO WHICH STORM WATER
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY LEAVING SITE TRIBUTARY IS BL RE
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. : L THE SI IS TR YTHE CREEK.
ANY LAND DISTURBING ACTIVITY MORE THAN 1 ACRE REQUIRES COMPLIANCE WITH ALL
RESPONSIBLE PARTY FOR MAINTENANCE OF TEMPORARY
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL /
I
0
POLLUTANT DISCHARGE ELIMINATION SYSTEM [PERMIT N0. iVCG0100001 ANY PERMIT / �_ � � ,EROSION CONTROL. MEASURES DURING CONSTUCTION: � /®
O
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT �
ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL ; CHUCK STARVES '•• Q ®�
RESOURCES. (FOR QUESTIONS CONTACT M06RESMLLL REGIONAL OFFICE WATER QUALITY STAFF ATI a,TALON CONSTRUCTION CORPORATION
704-663-1609).
1 �HONE NUMBER: 704-975-8399 EAL
\ I L'• '� 14906 s
NO PERSON SHALL REFUSE ENTRY OR ACCESS TO ANY REPRESENTATIVE OF THE COMMtSION OR
ANY REPRESENTATIVE OF A LOCAL GOVERNMENT WHO REQUESTS ENTRY FOR PURPOSES OF
�,eRESPONSIBLE PARTY FOR MAINTENANCE Of PERMANENT
INSPECTION.--� \ /6.'9,p'�.�GII�IE��',• ®,®�
\ ; . MEASURES FOLLOWING CONSTUCTION:
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY, MUST BE PRESENTED —�-�
- �� ®i® NfiyON'I ae®
AT PRECONSTRUCTTON MEETING. CHUCK STARNES
--- _ \ TALON CONSTRUCTION CORPORATION 17®IPlfllltll`,®
f PHONE NUMBER: 704-975-8399
1 03/28/17 REMSEE) PER TOWN OF Wl COMMENTS
YWH
NO. DATE RFVTSI€N
BY
SHEET TITLE
EROSION CONTROL PLAN
PROJECT Na:
SCALE
1 "=30'
DATE
9/16/16
PROJECT
P
ENN STORAGE FACILITY
TOWN OF WAXLIAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
CHECKED MANY
Y Rour3E>I-W11II.II.am.S & H®ILiLE, INC.
Planning O Surveyving a�abw ineering
bkv"730 I mdsor Oak Court P.O. Bos 1198
NC Corporate Charlotte, North Carolina, 28279 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556.0505(fax)
DRAWING Na.
x251-102
stiT 14F 2 LITS

f
V.
0
1 I i �i'
NOW OR FORMERLY \ i 1 ,��' � � e � ��-
GADD REALTY
TAX- 14�0�$
F
GROUP INC. \ \ �o�, �� SITE
1�
DEED -1419-822 -
\.
TAX#"06141006
I
r/ 7�� f
/ P¢
ING: C -31t ODOR FOR. J�'.�J� ): l / t o + / / - - —� VICINITY MAP
�, \ NO SCALE
I E.P. NISBET CO. / � f i \ ; �
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VIP. F 051 /
M h ,TAX �a 1 -� STANDAhn NOTES
�-
1 \
ZONING: G: 1. — - / - % / \ " - _ 1. AS REQUIRED BY THE NPDES GENERAL PERMIT NCGO10000, ALL
�/ PERIMETER DIKES, $WALES, DITCHES, PERIMETER SCOPES AND ALL
� SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE.
4 I 1 ` '/�' PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
NOW O FORMERLY _
` r
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
GADD REALTY I � ! // // � � \ ��
1 ��COVER
ALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY: ALL
D I I /w/ / `; \ THEIR DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
S ` �
1
i
_ AREA TO BE X. _ / - - + _ s � -�. '\ T STABILIZATION WITH GROUND COVER AS SOON AS
F . �P `, � �F'ERMANEN S O R
G.� O UP INC. I . f � �,�
REVEGETATED (TYP.) r % �� `"- -� \\ \ \+' ` - -1 \ �� RACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
..DEED:1 41' 9 — 822 I . r 1 I - . - wLAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME
TAX 00141006E
XEMPTIONS CAN BE FOUND IN THE: NPDES GENERAL PERMIT
NCGO10000 UNDER SECTION 2.8. GROUND STABILIZATION.
ZONING: C— `� j �. NO LAN© DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO
NSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO
APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES
, 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
. � i` . �, , � _�� - ��, __ w © ❑ ,:.;:' `•� �, ; � , ; , � � w 1, ! w UPON SPECIFIC SITE CONDITIONS.
i � !,' � \ 4. CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES
\ P ECO NSTRUCTION G
R R N
__� - -_ _ - \ - J'` �❑ ❑ ❑ •I• � � � � DEPARTMENT, AT 704843 2195, FOR N MEETIN
-Y - �' �' —� - ❑ ❑ © © / 1 v. PRIOR TO ANY LAND DISTURBING ACTIVITY.
I \ 5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND
_ � � J ❑ ©� © STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL
❑ HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW DEVELOPMENT
❑ ❑ ❑ ❑ ❑ -� / // /. I SERVICES DEPARTMENT.
/
COV. EX. CONCRETE❑ ❑ ❑ ❑ / / 1 .,
r;
EX. ASPHALT _ 6. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH
EX. BUILDING' `I' / � � � �� � THE TOWN OF WAXHAW ENGINEERING, STANDARDS AND PROCEDURES
' R / DRIVE ` — ,/
❑ ❑ ❑ ❑ ❑ ©❑ . .. MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL
nEc" 1 D ❑ ❑ ❑ ❑ ❑ PLANNING AND DESIGN MANUAL, LATEST EDITION.
j 1
El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ,� .I: a:•: / % / +� 7. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL
/ �'; CD ❑ O ❑ ❑ ❑ `::: �, MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING
L
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ _ / EACH PHASE OF EROSION CONTROL MEASURES.
\ � 8 SITE GRADING IS TO BE COVERED UNDER THE GENERAL
❑ ❑ ❑ ❑ l ❑ ❑ ❑ / // � � - �, STORMWATER PERMIT NCGO10000. ANY LAND DISTURBING ACTIVITY > 1
D p Y. / .
-
_• p p ❑ C�T ❑ ❑ ❑ ❑ ::_ �, �//���� ACRE REQUIRES COMPLIANCE. WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF
° p ° p ❑ \ / �� //��� /
NOW 0R FORMERLY THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ:
9. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS_
E �� \ ,� ; o a p o : _. o �_ ❑ ❑ - �� A. PERIN DEVELOPMENT l
...�,, / 1(l. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF
\ \EX. CONCRETE p Q p _ _ ..ri `.r ❑ ❑ ❑ ❑ /
Ex. COeo CRETE NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS
+ 7� F T
w \ �, \/ / �� ❑ © ❑ "; //� �
COMPANY v Y LLC SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATfON OF ALL:
,
,
" "\ / ENVIRONMENTAL WETLANDS PERENNIAL AND INTERMITTENT STREAMS
a. ❑ ❑ ii -736
\'`:•.. \ _ AND BUFFERS SHOWN ON THE PLANS.
���Cl G5 GE p p ° ° r ❑ ❑ ❑ ❑ �7 / / � 11. THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY
`:.. ✓ w LIQ•. t 5 H p i CI ❑ ❑ ❑ :- / w
\ 1 P ° ° a -- TAX 0 014101 �`
1
} \ AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH
V o ° ° p \ _ f. R ° ° �� ` El , �' NTNG: C— COND. USE SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN
D p p \.� } \ _ , -: ❑ ❑ OF WAXHAW, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES
a -
o a _� _ ,_ � � �� �r �"' ��s . ❑ � a` ❑ � / � � , FOR COMPLETENESS AND/OR CU F
- �' . � NO RESPONSIBILITY F THE PLET ESS DIO ACCURACY 0
\\\ \ p a p �1 \ .I; ;f.. ❑ ❑ THIS DOCUMENT.
/ \
�° p - - z ❑ / / 12. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS
/ AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
°
�1 p mow: �� •L `� ' I 13. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE .
LANOOWNER/AGENT OF A LAND DISTURBING ACTIVITY > 1 ACRE 1S
✓..... ..._ - _ ON, AS
REQUIRED TO SELF INSPECT THE PROJECT. A SELF INSPECTION,
AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE
-b-
\ WELL
PROJECT, IS REQUIRED.
0
CALL
. � ® N 11+1
ONE CALL SYSTEM
. r
TRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
NC
YOU RIG
f '+ 1), CON
+ t "
f
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
� + � i1TILl71£S ARE LOCATED PRIOR- 70 BEGINNING CONSTRUCTION.
NOW. O FORMERLY
� 2). CONTRACTOR IS RESPONSIBLE FOR PLACING SARRIC,ADES
C`J�'� �'��'CI'PJ��` SUPPLY jl
\ � � USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TEMP. CONSTRUCTION ENTRANCE
TO THE PUBLIC.
/ 2"-3" COURSE AGGREGATE, 6" DEEP, :;�. �, .v\ �� `w J /
� i COMPANY �
a : - - -
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
24' WIDE & 100' LONG (TYP-) _ NORTH
DEED
g� BE REPLACED ACCORDING TO STANDARDS OF THE
DEED�5��0 �� U
!� `..: �\ .. �� w � � f CAROLINA DEPARTMENT OF TRANSPORTATION AND
/ CMUD SPECIFICATIONS.
TAX #06141018B
t--800-632-4949 4). SHORING' WILL BE ACCORDING TO OSHA TRENCHING
� 1
ZONING: J�1:Y G: C"'—.3 COND. U�JI_a ! i ,� STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
TOTAL SITE AREA.
..42 AC. \..►. \� :Ir w - — AVOID UTILITY DAMAGE
TOTAL DENUDED AREA: 2.96 AC.
,
GRAPHIC SCALE
LEG OF SY�t9®CLS 30 0 15 30 60 120
DOUBLE SILT FENCE LIMIT
--
-_�
r,
{
CATCH BASIN PROTEC71ON DIVERSION DITCH IN FEET )
1. inch = 30 ft.
ROCK CHECK DAM GRAVEL ENTRANCE
`!I
\` r / / / THIS PLAN ISA -�
ALT FENCE TEMP. TEMP. SKIMMER BASIN\, - ,
NOT
RELEASED FOR CONSTRUCTION
GRAVEL. & RIP RAP HIGH HAWD SLT FENCE o /
FILTER BERM BASIN LLU
,
O ���Q W � VEGETATED �I1VLESS INITIAII D DATED AS APPROVED:
de�AREA
�.
ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT -FROM THE. ZONING APPR 0 U k � \ \ � �
ADMINISTRATOR. \ } 9 ` �► EA TO BE REVEGETp►TED: 0.97 AC. IAL$ DA
ANY GRADING BEYOND THE DENUDED LIMITS SHOWNON THE PLAN IS A VIOLATION OF THE 1 Ifl \ ]��(�TT FORMERLY ��t� y
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT T0. A FINE. G �I NOW V YV 0 i ®R1V11J
GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION F�'A]71�/,]¢ t/,�r 1� \
OF THE TOWN EROSION CONTROL ORDINANCE AND. IS SUBJECT TO A FINE. ROCKY ® -� PLAZA`
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION\` �i ! -
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
�jEL ry� LD.®T `$/ 0
ADDITIONAL MEASURE5.TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ~`
REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT. ` �� %Q `�/1 F �� AF. f1 TAX #0614101 /�
CIQ Li � y
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT PREVIOUSLY APPROVED. � I
55- .��� ZONING: C-3 COND. IUS.E'\ CO f RIVEWAY TRUCTION ENTRANCES IN
GEOTEXTIi.E FABRICS MUST BE PLACED UNDER ROCK. WEIRS TO PREVENT BASIN BYPASSING. PEMIT FOR � � .� � " t, �: � � D
NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
FAILURE TO SCHEDULE AN ON-SITE MEETING WITH THE TOWN EROSION CONTROL COORDINATOR 0
48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY } .�PRE_ CONSTRUCTION MEETING.
CODE AND IS SUBJECT TO A FINE,
I
IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
STABILIZATION} C .THE FIRST WATERCOURSE INTOWHICHSTORM WATER
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY i LE E IS TRIBUTARY IS BLYTHE CREEK.
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
AVING TH SITE
ANY LAND DISTURBING ACTIVITY MORE THAN 1 ACRE REQUIRES COMPLIANCE WITH ALL^—
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL RESPONSIBLE PARTY FOR MAINTENANCE OF TEMPORARY
POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO, NCGO10000]. ANY PERMIT I EROSION CONTROL MEASURES DURING CONSTUCTION:
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN MATER ACT AND MAY REQUIRE ENFORCEMENT
ti
ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL �CHL�CK STARNES
RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER QUALITY STAFF AT }' ,TALON CONSTRUCTION CORPORATION d
704--66,3-1699). ; l' ,jPPHONE NUMBER: 704-975-8399 SEAL
NO PERSON SHALL REFUSE ENTRY OR ACCESS TO ANY REPRESENTATIVE OF THE COMMISION DR /
14906
ANY REPRESENTATIVE OF A LOCAL GOVERNMENT WHO REQUESTS ENTRY FOR PURPOSES OF ` `RESPONSIBLE PARTY FOR MAINTENANCE OF PERMANENT
INSPECTION.-- -- �- MEASURES FOLLOWING CONSTUCTION:
M ,
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY, MUST BE PRESENTED �----
CHUCK STARNES ®/ c'INrHON' \\\
AT PRECONSTRUCTION MEETING.. TALON CONSTRUCTION CORPORATIONi/16111114i N
.
PHONE NUMBER: 704-975-8399 "t7
. ..1 03/28/17 ..... REVISED PER TOWN OF WAXHAW COMMENTS
YWH -
NO. DATE REVISION
BY
SHEET TITLE
ER SI®N CONTROL 'IN STABILIZATION P
PRE�SECI N0.
SCALE
1 °'-�O'
RATE
9/16/16
PROJECT
HENN STORAGE FACILITY
'OWN OF WAXHAW, UNION CO., N.C.
FOR: .H"ENN AUTOMOTIVE, LLC
DRAWN BY
BTG
CHECKM Y
MAR
YARBRo TGIEi[-WmLiAms & H®um, IG.
Manning a Surveying QIEngineering
730 Vmdsor Oak Court P.O. Box 1198
NC Co orate Charlotte, North Carolina, 282273 Pineville, North Carolina, 28134
Re istration C-0475 704,556.1990 704.556.0505(!ax)
DRAWING ,NO.
251-101
sla 1 5F 20HTs

Construction Sequence
_Clearing and Grubbing and Demolition Phase
1. Receive plan approval from Town of Waxhaw. -
2. Meet field inspector on site.
3. Install perimeter control .silt fence.
4 Prior to denuding and grading, install 60" RCP Class IV bypass pipe from MH 200 to end
5. Upon completion of 60" bypass pipe installation, and prior to grading, install pipe system
6. install erosion control devices as instructed by inspector.
7. Set up preconstruction review. by inspector to check devices
for compliances with standards.
8. Sediment traps and basins must be stabilized immediately
after installation.
9: Obtain permission from Waxhaw to clear, grub, and demo site.
1Q. Clear, grub, and demo site..
11. Redress stone construction entrance as needed.
Grading Phase
Note: Rough grading phase includes gradingof parking lots,
building pads, and Installation of retaining walls and utilities.
1. Rough grade parking lots and building pads while maintaining :erosion control measures:.
2. Install retaining walls.
3. Install underground detention facility and Stormfilter water quality system.
4. Install storm drainage system and utilities. As each structure is installed, install inlet
protection around all catch basins, drop inlets and manholes.
5. Stabilize all slopes and all areas not to be built -on at this time.
6. Fine grade and pave.
Post Construction
Upon completion and stabilization of the upstream drainage
basins, erosion control basin will be removed.
Disturbed areas will be graded to blend in with natural ground and
stabilized with grass or mulch.
ADDITIONAL EROSION CONTROL MEASURES MAY
BE REQUIRED DEPENDING ON FIELD CONDITIONS.
Seedbed Preparation Notes
1. 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 prepared depth shall be 4" to
6" deep.
3, Loose .rocks, roots and other obstructions shall be removed
from the surface so that they willnot interfere with establish-
ment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth
: and. uniform.
4. If no soil test is taken, fertilizer and lime to be according
to seeding specifications on plan.
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.
Seeding Specifications
Grass: Kentucky escue #31 80 Ib./ac. (add 30 lb./ac.
Re Grain- Nov. thru Feb.)
F 10-10-10 'i00Q lb./ac-
0-20-0
./ac.0-20-0 500 I b. /ac.
Lime 2]:/ac.
Mulch Small grain 1 ac.
Emulsified tack 225 gal/ac.
Table 6.110 - Seeding No.. 5P for: Grass -line Channels
Seeding m'qctura
Species Rate(lb/,apere))
Tall fescue 200(4-5 Ifs/1,000 ft )
Nurse plants
Between May 1 and Aug. 15 add 15 lb /acre Sudangross or 10 Ib/acre German millet.
Before May 1; or after Aug. 15, add 40 lb/acre rye (grain).
Seeding dates
Best: Aug. 25 -Oct.
Possible: Feb.-Apr.15
Avoid seeding from Nova to Jan. If seeding must be done at this time, add 40 lb/acre
rye grain and use a channel lining that offers maximum protection.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground agricultural
limestone and 1,000 Ib/acre 10-10-10 fertilizer. Operate tillage equipment across the waterway.
Mulch
Use jute, excelsior matting, or other effective channel lining material to cover the bottom
of channels and ditches, and staple. securely. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in drainages not
requiring temporary linings, apply 4,000 Ib/acre grain straw and anchor straw by
topling netting over the top.
ulch and anchoring materials must not be allowed to wash down slopes where they can
clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the fallowing year; use
soil tests or apply 150 lb/acre 10-10-10. Mow regularly to a height of 2-4 Inches.
Refer to Appendix 8.02 for botantical names.
Table 6.10b - Temporary Seeding Recommendations for Summer
Seedingpem' tura
Scies Rate(Ib/acre}
m
Geran millet 4
In the Piedmont and Mountains, a. small -stemmed Sudangrass may be substituted at a
rate of 50 lb/acre.
Seeding dates
Mountains - May 15 -Aug. 15.
Piedmont - May 1 -Aug. 15
Coastal Plain - Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/ocre ground agricultural limestone
and 750 Ib/ocre 10--10-10 fertilizer.
Mulch
Apply 4,000 .Ib/ocre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. .
Maintenance'
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
Table 6.10b - Temporary Seeding Recommendations for Fall
Seedin pem'�ctura
des Rate(lb/acre)
Rye (grain) 120
Seeding dates
Mountains -- Aug. 15 - Dec. 15
Coastal Plain - Aug. 15 - Dec. 30
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting or 'a mulch
anchoring tool.. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
r�epair and refertilize damn ed areas immediately. Topdress ith 50 IbVccre f nftrpgen in March.
if It is necessar to extend temRorary ver beyo d June 10, oversee with o50 Ib//acre Kobe
(piedmont and CYoastal Plain or lKCoreanMountalns lespedeza in late February .or early March.
Table 6.10b - Temporary Seeding Recommendations for Winter and Early Spring .
Seedingg mixture
Species Rate(lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
pledmo t and Coast I Plain,
Korean nin Mountains 50
Seeding dates
Mountains - Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont Jan. 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 ib/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
of pipe at HW 202 -and install permanent rip rap apron.
from MH 1 to JB 201.
1" SF9.5A ASPHALT
2" SF9.5B ASPHALT
6" ABC
WELL -DRAINED COMPACTED
SUB -GRADE
r 101.1 I�Ih! I� 11I ,j
3�
l II f i
iiiE,1 ! : I:
it
I ; rl I s,
(CAR TRAFFIC)
LIGHT DUTY
PAVEMENT SECTION DETAIL--- PARKING LOT AND DRIVES
10 N:T.s.
ALL CONSTRUCTION SHALL CONFORM
TO N.C.D.0.T. STANQARDS
SPECIFICATIONS
.
- . (1.6' TO 2.4`)
0 0 o a
0
N
CURB & GUTTER
N.C.D.O.T.
STD.
846.01
7 da ys
CONCRETE SIDEWALKS
N.C.D.O.T.
STD.
848.01
TRUNCATED DOME SPACING
HANDICAP RAMPS
N. C.D.O. T.
STD.
848.05
DATE
9/16/16
CATCH BASIN
N. C.D.O. T.
STD,
840.01
-
TEMPORARY SEDIMENT TRAP
N.C.D.0.T.
STD.
6.60
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECDGN WIDTH. -
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB. RADIUS.
DROP INLET
N. C. D. 0. T.
STD.
84.0.14
-
RIP RAP APRON FOR FLARED END SECTION
N. C. D. 0. T.
STD.
6,41
RIP RAP IN DITCHES
N.C.D.0.T.
STD.
6.31
- -
- - -
ROCK DAM
N.C.D.0.T.
STD:
6.63
CHECK. DAM W/ SEDIMENT PIT
N.C.D.0.T.
STD.
6.83
NOT TO SCALE
TEMPORARY SILT DITCH
N:C.D.O.T.
STD,
6.20
TEMPORARY SILT FENCE
N.C.D.O.T.
STD.
6.62
SILT FENCE STORM INLET SEDIMENT TRAP
N.C.D.O.T.
STD.
6.51
AND CROSS-SECTION
CONSTRUCTION ENTRANCE
N.C.D.O.T.
STD.
5.06
Graded Slopes and Fills
SEDIMENT BASIN
N.C.D.O.T.
STD.
6.61
FLARED END SECTION
N.C.D.O.T.
STD.
310.01
GRATES; HOODS, AND FRAMES
N.C.D.O.T.
STD.
840.03 E,F,G
left exposed shall be planted or otherwise provided with
BARRICADE
N.C.D.O.T.
STD.
862.02
STORM DRAIN MANHOLE
N.C.D.O.T.
STD.
840.51
CONCRETE JUNCTION BOX
N.C.D.O.T.
STD.
840.31
NOTES:
'W
- - - -
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 12.1. - -
4'. PLANTING STRI
2' PLANKING STRIP
-
2. GUTTER FLOW UNE AND PLAN PROFILE SHALL BE MAINTANW THROUGH -
THE RAMP AREA. - - - -
-
-
- - - -
.
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWUNE OF THE _
CURB AND GUTTER.
-
.
- -
- 4. THE RAMP OPENING (AT THE FULLY DEPRESSED CURB)) SHALL BE LOCATED
WITHIN THE PARALLEL BOUNDARIES OF THE CROSSWALK MARKINGS. THE
ROADWAY
CROSSWALK
10' MIN
_
- -
RAMP CENTERUNE SHALL BE LOCATED AT THE CORNER RADIUS OENIERUNE
UNLESS OTHERWISE DIRECIM BY THE ENGINEER. DIAGONAL CURB RAMPS
PLAN SYMBOL
®
4' AKIN
-
-
SHALL HAVE A SEGMENT OF STRAMW CURB AT LEAST 24 INCHES LONG
LOCATED ON EACH SIDE OF THE WING SLOPE AND WITHIN THE CROSSWALK
FOR PROPOSED
ACCESSIBLE RAMP
-
-
- -
-
A4ARKIN05. -
- - -
- -
- 5. THE WING AND RAMP SURFACES SALL BE 3500 PSI CONCRETE WITH A
SIDEWALK FINISH IN ACCORDANCE WITH CURRENT EDITION NODOT STANDARD -
-
8' PLANTING STRIP
4' WALK
- -
_
3 WALK
SPECIFICATIONS FOR ROADS AND STRUCNRES -
.
.
- - -
6. DRANAGE STRUCTURES, MAST ARMS, UGHT POLES AND OTHER OBSTRUCTIONS
SHALL NOT BE PLACED IN LIKE WITH RAMPS. LOCATION OF THE RAMP SHALL
-
- - - - -
- -
TAKE PRECEDENCE OVER LOCATION OF OBsrRUCTTONS EXCEPT WHERE EXISTING
OBSTRUCTIONS ARE BUNG unuzED IN THE NEW CONSTRUCTION.
TYPICAL
RAMRS P3JI]
LOCATIosi
PE,t1]'rFIAN
DF ACCESSIBLE
CF2DSSViAiKS
- -
-
7. AT ALL LOCATIONS. NOT LESS THAN 2 FEET OF FULL H ORI` CURB SHAD. RE -
PLACED BETWEEN THE RAMPS.
ON
Sl1E3DlVISION_
STREETS
. ..
- B. SEE STANDARD DRAWING 10.350 FOR DETECTABLE WARNING IWALIATION.
4' PANTING STRIP
4.
2' PLANTING $TRLP
NOTE
-
-
10 M11
-
FLOW LINE �y -
-
SEE NOTE
-
4 v
8' FIANTiNO
5' WALK
- -
- - EXisnNG oemucnON
- TYPICAL LOCATION
RAMPS ANCT
pl 3iesTR€ara_CB025
OF ACCESSIBLE
(AI.KS
PLACEMENT FOR OBSTRUI JED CORNER RADIUS OR
THoNauGHFAREs/sKGN&U o nuTER5eCTlolas
SEE NCDOT STANDARD DRAWINGS
QRNER RADIUS LESS THAN TEN - EE
NOT TO .SCALE
STANDARD PLACEMENT
OF ACCESSIBLE
RAMP AND GENERAL NOTESMin
NEW STABILIZATION TIMEFRAMES
a o
Stabilization
.
- . (1.6' TO 2.4`)
0 0 o a
0
N
O O
7 days
None
0 0 0
7 da ys
NEW STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
C] Perimeter dikes.swales,ditches and slopes
0 0 o a
None
<24 High Quality Water (HQW) Zones
7 days
None
4'-0' MIN. (VARIES WLTH WIDTH OF RAMP)
7 da ys
-
© Slopes 3:1 of flatter
14 days
TRUNCATED DOME- PLN VIEW
TRUNCATED DOME SPACING
14 clays
- -
NOTES"
1, ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCITON SHALL. BE OF A RIDGID PRECAST OR EMBEDDED
- PRODUCT APPROVED BY THE ORY ENGINEER. RENO FR MATS WILL ONLY BE ALLOWEED ON EXISTING RAMPS
- -
-
DATE
9/16/16
..
WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MAMLAL TYPE AND INSTALLAIIDN OE. RESURFACING).
I L» c
MAH
-
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
_ -
- -
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECDGN WIDTH. -
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB. RADIUS.
04'
.
6.. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT MRECOCN OF
-
. -
OF TRAVEL TO PERMIT WHEELS TO ROU, BETWEEN DOMES.
- 0,2' -
. -
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATION
- -
- - -
7. IF PAVERS. ARE TO BE USED. PAVERS SHALL BE fl THICK AND CAST FROM 5000 Pal CONORE[E.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
0.8'
-
TRUNCAT D DOME SECTIO
NOT TO SCALE
REVISED 2/3/05
TRUNCATED
DOMES
PLAN
AND CROSS-SECTION
Graded Slopes and Fills
The angle for graded slopes and fills shall be no greater
than the angle which can be retained by vegetative cover
or. other adequate erosion control devices or structures. In
any event, upon completion of any phase of grading, slopes
left exposed shall be planted or otherwise provided with
ground cover, devices, or structures sufficient to restrain
erosion. See chart below for stabilization timeframes.
NEW STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
C] Perimeter dikes.swales,ditches and slopes
7 days
None
<24 High Quality Water (HQW) Zones
7 days
None
Slopes Steeper than 3:]
P P
7 da ys
If slopes are 1O' or less in length and are
not steeper than 2:1, 14 days are allowed.
© Slopes 3:1 of flatter
14 days
7 days for slopes greater than 50' in length.
r=- All other areas with slopes flatter than 4.1
14 clays
None, except for perimeters and HQW Zones.
o®/
�i
SEAL
® 14906
�7
NO. DATE REVISION
BY
SHEET TITLE
DEQ' EES' 1
PROSECT N0.
SCALA
N.T.S.
DATE
9/16/16
PROTECT
NN 'C C CII'
BLOWN OF WAXTIAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY .
BTG .
I L» c
MAH
YARBRo G WgIGII s & Houm., INco
Planning o Surveying o Engineering
730 Windsor Oak Court P.O. Bog 1198
NC Corporate Charlotte, forth Carolina, 28273 Pineville; North Carolina, 2813.4
Registration C-0475 704.666.1990 704.566.0605(fax)
DRAWING NO..
251-100
sit, 141 2 HTS

e. aa�rc,n arr+dcar�v r�cxs, ev€vw€i+,+�air a€.ur� ss€- €�.
2. 3!LT FENCE MAY � REQUIRED BEHIND BERM
BE
SCh71C OF SKIMMER TAIKEN FROM PENSlt�RN�A �N AND SMIMENT P0111HtON =MOL MMUAL, 20.
'H" FOUISTs) THE HEtOHP FROM 9tV°3 10F f1E3iiBiE iE [kt#iidMER To THE INtT OF TP§E PRl AFty $€s!$„l.�M°AY. NOT TO SCALE teiCiT Tei ;CSI Fl I NOT TO SCALE
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR. PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND DEBRIS FROM THE SKIMMER AND POOL AREAS.
6.. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD
BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
PERMANENT EROSION CONTROL MAINTENANCE REQUIREMENTS:
RIP RAP
1. IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT
REQUIRES VERY LITTLE MAINTENANCE. RIPR.AP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR
DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
SKIMMER BASIN NCDENR. STD. 6.64
SKIMMER BASIN DENUDED
DRAINAGE Q10
-... .. .... ... ....
:9.
.. .. .
TOP .OF
BOTTOM
BASIN DIMENSIONS SPILLWAY HEAD (FT) BOTTOM, TOP OF
AT
SURFACE AREA
.SURFACE AREA
SKIMMER DIAMETER. (in:) DEWATERING TIME
AREA
NO. AREA (AC.) (AC..) (cfs)
oil'
[ME
STORAGE
(S. F.)
(S.F.j
TOP OF DAM
W(ft) X L ftWIDTH (FT} AT SPILLWAY ELEV. DAM .ECFV.
e. aa�rc,n arr+dcar�v r�cxs, ev€vw€i+,+�air a€.ur� ss€- €�.
2. 3!LT FENCE MAY � REQUIRED BEHIND BERM
BE
SCh71C OF SKIMMER TAIKEN FROM PENSlt�RN�A �N AND SMIMENT P0111HtON =MOL MMUAL, 20.
'H" FOUISTs) THE HEtOHP FROM 9tV°3 10F f1E3iiBiE iE [kt#iidMER To THE INtT OF TP§E PRl AFty $€s!$„l.�M°AY. NOT TO SCALE teiCiT Tei ;CSI Fl I NOT TO SCALE
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR. PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND DEBRIS FROM THE SKIMMER AND POOL AREAS.
6.. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD
BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
PERMANENT EROSION CONTROL MAINTENANCE REQUIREMENTS:
RIP RAP
1. IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT
REQUIRES VERY LITTLE MAINTENANCE. RIPR.AP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR
DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
SKIMMER BASIN NCDENR. STD. 6.64
SKIMMER BASIN DENUDED
DRAINAGE Q10
REQUIRED
STORAGE
TOP .OF
BOTTOM
BASIN DIMENSIONS SPILLWAY HEAD (FT) BOTTOM, TOP OF
AT
SURFACE AREA
.SURFACE AREA
SKIMMER DIAMETER. (in:) DEWATERING TIME
AREA
NO. AREA (AC.) (AC..) (cfs)
STORAGE
VOL(CF)
VOLUME- {CF}
PROVIDED
STORAGE
(S. F.)
(S.F.j
TOP OF DAM
W(ft) X L ftWIDTH (FT} AT SPILLWAY ELEV. DAM .ECFV.
(REQUIRED)
{ACTUAL}
(DAYS)
1 1 5.72 2.04 8.60
3'672
6,201
2,930
170.62
128.5' X 32.5' 32 0.5 60.2 607
2,796.53 SF
2,930.00 SF
1.5" W/ 1.5" ORIFICE 3
NOTE: 1.) STOP STORM DRAINAGE ABOVE DIVERSION DITCHES AND SEDIMENT BASINS.
SCHEDULE INSTALLATION OF REMAINING PIPE AFTER ROADS AND DENUDED AREAS HAVE BEEN
STABILIZED AND SILT BASINS HAVE BEEN REMOVED.
2.) SPILLWAY SIZE BASED ON L= 010 ( MIN. SPILLWAY LENGTH . = 10' � 30 CFS)
T(h)s
3.) INVERT OF BASIN IS THE MAXIMUM ELEVATION ALLOWED IN ORDER TO FUNCTION PROPERLY
WITH THE STORM DRAINAGE SYSTEM. THIS ELEVATION MAY BE LOWERED BASED ON FIELD CONDITIONS.
4.) TOP OF BERM DEPTH INCLUDES 1' FREEBOARD.
5.) PLACE SILT FENCE AT TOE OF BERM FOR BASINS AND WRAP SILT FENCE TO BASIN
OUTLETS. BERM SLOPES SHALL BE SEEDED UPON CONSTRUCTION .OF BASINS.
6.) SEDIMENT TRAPS AND BASINS SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
SEAT,.
14906
4u
1 03/28/17 REVISED PER -TOWN OF WAXHAW COMMENTS -
YWH
N0. DATE REVISION
BY
SHEET TTTL
. - -
ET
PROJECT NO.
SCALE -
T. S.
TE
BATE
9/16/16
PROJECT
HEN FACS
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG .
CtR GO D B�
MAH
Planning o Surveying o Engineering
730 '.dsor Oak Court P.O. Box 1198
ATC Corporate Charlotte, North Carolina, 28278 PiueviUe, North Carolina, 28134
Registration C-0475 704.559.1990 704.556.0505(fax)
DRAWING NO.
251-9
ISHT 1701 ZQHTS

GENEBAL NOTES;
1. UNIFORMLY GRADE A SHALLOSY
DEPRESSION APPROACHING THESmc}d othly blend Design top width
IN ET, 1. A STAOILIZEi ENTRANCEPAD OF 5 WASHED STONE AND RAILROAD BALLAST SHALL LIGATED WHERE c nta t area
TRAFFIC WILL ENTER OR LEAVE 7HE CONSTRUOTIOM STE ONTO A PUBLIC STREET,
2, DRIVE 5 -FOOT STEEL POSTS 2 FEET 2. FILTER FABRIC OR t:OMPRCTED CRUSHER RUN NE SHALL. RE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. i
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND . 4' MAX. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PRE3lENT ?RACKING LOWING [af SEDIMENT
THE PERIMETER OF THE INLET. A �� ®_A_ � 19 -GAUGE HARDWARE CLOTH ONTO PUBLIC STREETS OR .EXISTING PAVEMENT. THIS MAY REQUIRE PERLODIC TOP DRESSING TITh ADDITIONAL -i� DGSiC�rl depth - �I
MAXIMUM OF 4 FEET APART. ®® ®®® (J- MESH OPENINGS). STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3, SURROUND THE POSTSWITH Va1RET 4, ANY SEDIMENT SPILLED, T�RI?PPED.{AS}3ED; TRACKED ONTO PUBLIC STREETS MUST 13E REMOVED IMMEDIATELY.
MESH HARDWARE CLOTH. SECURE ANY AG EGATE TRACKED INTO THE ROADWAY MUST SE SWEPT BACK ONSITE ON A NIGHTLY BASIS. Design thickness III I _ 1I III,I I 1
THE MIRE MESH TO THE STEEL $:WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR T€3. ENTERING A PUBLIC STREET WHEN
POSTS AT THE TOR, MlppLE, AND 3' WASHING IS REQUIRED, IT SHALL. BE DONE 1N AN AREA STA811LIZED NTH CRUSHED STONE WHICH DRAINS INTO AN �K I EAI�IK
BOTTOM. €�LAUNG A 2 -FOOT FLAP NCDOT #5 OR 57 APPROVED SEDIMENT BASIN SID. NOI 515.9 iC
kiL ki
OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS . WASHED STOW 2'. 6. THE TOWN MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10&1 109.1) TO Design thickness
RECOMMENDED: ACCESS TATE CONSTRUCTION SITE IF THE DRIVEWAYIS ON A THOROUGHFARE.
V -SHAPED RIPRAP CHANNEL
4. PLACE CLEAN GRAVEL (INC DOT #6 16":MIN.
OR #557 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF i£ INCITES P�IeLio sTR�T
. ,a....
AROUND THE WIRE, AND SMOOTH TO "" Design depth 9 P esign top w
AN END GRACE, Z, � D idth
EXt
TiWO GRAND
5. ONCE THE CONTRIBUTING DRAINAGE
SOIL STABILIZATION PAS=E.
AREA HAS BEEN STABILIZED, REMOVE NCDOT 5 OR 57 .
ACCUMULATED SEDIMENT, AND WASHED STON
ESTABLISH FINAL GRADING
ELEVATIONS. FILTERED
MATE
6, COMPACT THE AREA PROPERLY AND -- --- --- �
STABILIZED IT WITH GROUNDCOVER.
--- TRAPEZOIDAL RIPRAP CHANNEL \
r � thl blend- RING
1Wconact yarea OR FILTER FABRIC
in
xs
� "11I Design top width
Design depth _ 111
I -
Design thickness
'ckn thl ess
NOT TO SCALE NOT TO SCALE GRAVEL BEDDINGI--
OR FILTER FABRIC
TOWN OF WAXffAY HARDWARE CLOTH AND GRAVEL TOWN OF PARABOLIC -SHAPED RIPRAP CHANNEL
LAND DEVELOPMENT STANDARDSLfflm LOP STANDARDS STABILIZED CONSTRUCTION ENTRANCE
- NOTES:
INLET LET PROTECTI` N512.1 $ �� 1 �.1 TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES PROHIBIT VEGETATIVE LININGS. SIZE
OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE.
6.31 RIPRAP AND PAVED CI°IAMCHANNELSFOR LATE WINTER R AN D SOIL AMENDMENTS: KEY/ANCHOR MATERIAL AT
�Wl I V
1. INET MAINTENANCE SHALL BE [DOCUMENTED IN PROJECT LOG BOOK. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,€744 LB/ACRE GROUND AGRICULTURAL UMESTONE TVP OF SLOPE. Clear the foundation area of trees, stumps, roots, loose rock, and other objectionable
2. FILTER TYPES SHALT. BE APPROVED BY THE TOWN INSPECTOR. PRIOR EARLY SPRING: AND 750 LB/ACRE 10-10-10 FERTILIZER material.
TO INS MON. 12'• MIN.
3. FILTER SAGS MAY BE REMOVED WHEN SITE IS STAVLiZED AT THE SEEDING MIXTURP. MU -CH: SPACING 7YP.0 Excavate the cross section to the lines and grades of the foundation of the liner as
DIRECTION OF THE ENGINEER. RYE (GRAIN) - 120 LB/ACRE . APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH - g he thickness of
ANNUAL LESPEDEZA KOBE -- 50 L8 ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING' shown on plans. Bring over excavated areas to grade by increasing t IC
4, FILTER BAGS SFlraLl= BE RET#®VEp PRIOR TO sfliE i ACCEPTANCE ( / the liner or by backfilling with moist soil compacted to the density of the surrounding
AND/OR CLOSE OUT OF GRADING PERMIT. (OMIT ANNUAL LESPEDEZA WHEN DUR00N TOOL t t t t t t GE PAL =Ear
5- FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR OF TEMPORARY COVER IS NOT To EXTEND �6" MIN. SPADING TYP � � material.
BASIS (NOT BE MORE TES! HALF FULL AT ANY TIM . BEYOND JUNE) MAINTENANCE: e � o"' 1. LAY BLANKETS LOOSELY AND
E} . REFERTILIZE IF GROWFH IS NOT. FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING t � STAKE OR STAPLE TO MAINTAIN Concrete linings:
6. FILTER BAGS MAY BE INSTAULED IN EXISTING TOWN OR NG0®T F_EIDING DATES; EROSION OR OTHER DAMAGE e ]DIRECT CONTACT WITH THE SOIL Place Concrete linings to the thickness shown on the plans and finish them in a
ROADS A5 LONG AS STORM DRNNAGE IS NOT IMPEDEDl JAN_ i - MAY s ` ` r � DO NOT STRETCH.
wcxPo workmanlike manner.
C71L Anil?MENTI t
� < t 2. V DIMEN5laM1i5 SHOWN ARE
FOR SUMMER: MINIMUM. MANUFACTURED Take adequate precautions to protect freshly placed concrete from extreme
GRATE FOLLOW 7 RECOMMENDATIONSLB/AC-10 10. FERTILIZER
TESTS OR APPLY 2,D4D LB/ACRE GROUND AGRICULTURAL LIMESTONE P1%013I.ICTS MAY HAVE ADD temperatures to ensure proper curing,
ATTR 790 L8/ROBE 10-1C}-10 FERTILIZER a "�` �- REQUIREMENTS THAT MUST BE P p P g°
SEEDING MIXTURE:: e
GERMAN MILLET 40 LB/ACRE MULCH: ` 6$ PNET. Ensure that subgrade is moist when concrete is poured.
iE (A SMALL STEMMED SUDAN€9RASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ¢: � t tritEi�L�4P 3. SLOPE SURFACE SHALL BE FRE
SU9nTUTEO AT A RATE OF 50 LS/ACRE) ANCHORING TOOL.. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE U5ED. AS A MULCH ANCHORING y; , IPk SLICE OF ROCKS, SOIL CLOI3S, STICKS, Install foundation drains Or weal? holes where needed to protect against uplift and
Brea, REMOVAL s INLET TOOL �.� �„�. ^a ~r Piping.
SEEDING DATES. "-"•''� GRASS. MAT/BL NETS SHALT.
n ;= : »... _ ..p. /i HAVE GOOI3 �sCL INTACT.
• MAY 1 .:...AUG.. 15 MAINTENANCE: ti .: .� h ,,,..;•: a;vx : t s®
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE". RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOVIING �;.w :� � ::Y � 4, THE DETAIL SHOWN IS FOR SLOPE Provide transverse (contraction) joints to control cracking at approximately
EROSION OR OTHER DAR4AGE ` s.:�;� ?":z� E MATT g. CHAMEL OR PIPE
®� ® D A } . 20•• -feet intervals. These joints may be formed by using a 1/2 inch thick removeable
OUTFALL MATTING SPECIFICATIONS,
rILTr NTANED �:t .°�: ` f PL E REQ TL1 �IGE:CPDM template or by sawing to a depth of at least 1 inch.
SOIL AMENDMENTS: :�._},_.�; 'S:
DUPE' M44LL PIRG STANDARD #6.17 AND
IT MU. NO Y FDR FALLe FOLLOW RECOMMENDATIONSOFSOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE n'. ,g•;'.<y a;��'• i � WATER �
CATER ° AND 4,004 LB/ACRE 1(1-tl}-Iii FERTILIZER
:: ��
MANUFACTURER'S GUIDELINES. Install expansion joints at intervals not to exceed 100 feet.
OPUM FARE NO LME THAN 2W OF SEEDING MIYTURE;
CU . uN;� jR �.c� :. Rock riprap linings: Practice 6.15, Riprap.
.: RYE (GRAIN)- 120 LH/ACRE �s€II r.Jj:.
C>� I APPLY 4,001; LB/ACRE 57RAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHCom "" �`•`�=�`.
5EFDJNI_ DATE$: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING Place filters, beddings, and foundation drains to line and grade in the manner
AUG. 15 DEC 30 TOOL NON -WOVEN GEOT TILE FILTER CLOTH specified. Place filter anD bedding materials immediately after slope preparation. For
FABRIC 4' ABOVE SOURCE WATER. synthetic filter fabrics, overlap the downstream edge by at least 12 inches with the
MAINTENA?dC�: upstream edge which is buried a minimum 12 inches in a trench.
o REPAIR AND REFERTIUZE DAMAGED AREAS €MMEDIATELY. TOPORESS WITH 50 LB/ACRE OF NI7ROCEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 54 Space anchor pins every 3 feet along overlap. Spread granular materials in ❑uniform
layer. When more than one gradation is rquired, spread the layers so there is minimal
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
mixing. Filter material should consist of at feast 3 inches of material on all sides of
FOR ADDITIONAL INFORMATION; REFER i0 PiCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN- MANUAL (ESCPDM), SECTION 6.14.
the drain pipe. The drain pipe conduit should be a
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF minimum of 4 Inches in diameter. Acceptable materials include perforated, continuous,
SECTION INSTALLATION FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11. KEY/ANCHOR MATERIAL TO TOE OF SLOPE; closed -joint conduits of clay, concrete, metal. plastic, or other suitable material
NOT TO SCALE NOT TO SCALE
(Practice 6.81, Subsurface Drain).
TO F TAXUW
TOWN OF OF Perform all channel construction to keep erosion and water pollution to a minimum.
i � O LOF��1" ST���5 Immediately upon completion of the channel, vegetate all disturbed areas or otherwise
LM a T
ATCH E 51 FLET PI TE TIMI TEMPORARY 17 RY SEEDII� SCHEDULE D P s E I I LEI T � TTII� SET IL
protect them against soil erosion: Where channel construction will take longer than 30
521..E 525.1 days, stabilize channels by reaches.
Inspect channels at regular intervals as well as after major rains, and make repairs
promptly. Give special attention to the outlet and inlet sections and other paints where
concentrated flow enters. Carefully check stability at road crossings, and sank for
indications of piping, scour holes, or bank failures. Make repairs
immediately. Maintain all vegetation adjacent to the channel in a healthy, vigorous
�+ >� condition to protect the area from erosion and scour during out -of -bank flow.
SILT SYS'
Triangular 'V
U.S_ Patent No. 6.294.095
110 ®YARM I T
top wlatrl (I)
EROSION -CONTROLPRODUCTS,IINC d
A 4001 Van Dyke C4
Monme, NC 28110
Contact: Matt Rulett (National Sales M=Mec)- - -
r, .,,...,... ,...., Tra!DeZOICIOI
Cross section geometry of triangular, parabolic, and trapezoidal channels.
6.30 GRASS-UNED CHANNELS
CCAIST SPIECIFlGATIM
UCTI
Remove all trees, brush, stumps, and other objectionable material from the
foundation area, and -
dispose of properly.
Excavate the channel, and shape it to neat lines and dimensions shown on the
plans plus a 0.2 -foot overcut around the channel perimeter to allow for bulking
NO. DATE REVISION
BY
during seedbed preperations and sod buildup.
PROJECT N0:
SCALE
N.T.s.
Remove and properly dispose of all excess soil so that surface water may enter
PROJECT®a��/ p�g�_@ /per
�/J E 1 d 1� % �P FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HE'NN A UTOMO FIVE, LLC
DRAWN BY
BTG
the channel freely.
.� 7pyya7�y� 7{7� 7� p �* y ]{ q7�.� jj�,�,p.
�LiffiJL6d�RouG1L] -WE LaJ618d1 ms & 1 ]I.®�IJJWC9 1L�Nae
awning a Surveying 0 Engineerixg
790 Windsor Oak Court P.O. Bog 1198
NC Corporate Charlotte, North Carolit a, 28275 Pineville, North .Carolina, 28134
Registration C-0475 704.558.1990 704,556.0505(fax)
The procedure used to establish grass in the channel will depend upon the
severity of the conditions and selection of species. Protect the channel with mulc
or: a temporary liner sufficient to withstand anticipated velocities during the
establishment period.
During the establishment period, check grass -lined channels after every rainfall.
` o
After grass is established, periodically check the channel; check it after every
heavy rainfall event. Immediately make repairs. It is particularly important to the
the channel outlet and all road crossings for bank stability and evidence of pipin
SEAL
or scour holes. Remove all significant sediment accumulations to maintain the
14906
designed carrying capacity. keep the grass in a healthy, vigorous condition at all
4,
times, since it is the primary erosion protection for the channel (Practice 0.11,
s �'•., �,«'
si®9,A f
Permanent Seeding).
.,, N�.• �O
,�®c ANT+ nw
NO. DATE REVISION
BY
SHEET TITLE
.AIS J
PROJECT N0:
SCALE
N.T.s.
DATE,
9/16/16
PROJECT®a��/ p�g�_@ /per
�/J E 1 d 1� % �P FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HE'NN A UTOMO FIVE, LLC
DRAWN BY
BTG
CMCM BY
MAH
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�LiffiJL6d�RouG1L] -WE LaJ618d1 ms & 1 ]I.®�IJJWC9 1L�Nae
awning a Surveying 0 Engineerixg
790 Windsor Oak Court P.O. Bog 1198
NC Corporate Charlotte, North Carolit a, 28275 Pineville, North .Carolina, 28134
Registration C-0475 704.558.1990 704,556.0505(fax)
DRAWING N0:
251-98
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A 17" UTAMETER FRE' CAST
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OF SCIL. `=ARIES.
PROVIDE AR PAPER TONT BET—EN CON R T" T¢:RJ�T BLOCK AND
_
PORTION QF RIPE BEINIJ ANCHORED,
ALL CONCRETE THRUST BLOCKS SI4ALL BE 2500 P-S.I C0CRETE,
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 �2a.
JOINTS SHALL, REMAIN FREE 01 CONCRE TL- FQR',NSPECT€ N, REPA R OR
REPLACEMENT OF JOINTS,
STANDARD DETAIL
r
UI�i4N COUNTY PUBLIC WORKS DEPARTMENT... BLOCK _ _ H A, I
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_
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ALL CONCRETE THRUST BLOCKS SI4ALL BE 2500 P-S.I C0CRETE,
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JOINTS SHALL, REMAIN FREE 01 CONCRE TL- FQR',NSPECT€ N, REPA R OR
REPLACEMENT OF JOINTS,
STANDARD DETAIL
r
UI�i4N COUNTY PUBLIC WORKS DEPARTMENT... BLOCK _ _ H A, I
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PROJECT No.
:IN HAWDWHEH,- OPERATOR; AHG SNiki-L. MN ORH TQ A WA C5 ES-
9/1.6/16
ED[T! $. L`#KVA A;,L;EAIIPPDRTEIY Ar CENTER I A - r,A DNRY ?- M
DRAWN HY
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AIL
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U,40CCOUNTY PUBLIC WORKS DEPARTMENT
�TT
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DATE;
JCPW PUBLIC FH PANST LIOLORS
BODY., FIRE HYDRANT REI' - RUST-CILEUM E dAMEI. # 1210 FIRE HYDRANT RED
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STANDARD DFTAll-,
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12" 1_ �LIANKS �... _
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i
DITCH BANKS \
UNDISTURBED
EARTH
PLAN 45' SENDS DITCH
ALSO 9 22 11 1 i fir° BANKS
PLAN TEE
DITCH BANK CONTRACTOR SHALT. USE TIE RODS TO ' — SHIM AS NECESSARY
H CONCRETE SECURE VERTICAL BENDS
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STANDARD DETAIL
UNION COUNTY K&K WORKS DEPARTMENT (� SCALE:
UNION COUNTY, N.C. T H 1� U B L f. UA 'T's, �.
11-17-0
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SKEET TITLE
DETAIL H T_N.T.S.DATE
PROJECT No.
EFF 9C7 �Y, 'WiLXiNS HUDEL 975M.., HE'gSE:Y MODEL FRPII EX-Eor"JAL),
9/1.6/16
PROJECT
P
'. NN ST A. E FA I .
.TOWN O �Pt"]�lHAvij UNION CO.' N.C. -
FOR: HENN AUTOMOTIVE, LLC
DRAWN HY
BTG
(3) OWNER SHALL PRDVME WRIT -EN GERTIFICATaGN TQ THE
-
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CL€N iY THAT T�E RP7 HAS BEEN TESTED BY A CERTIFIED
T
BACKF'LU'd PREVENTION TECHNICIAN AFTERiNSTALLATION;
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ASS_MLY SHALL CLIMPi_Y WIT H' ASSE I" .1.3 & AW4A 125U.
BY
SKEET TITLE
DETAIL H T_N.T.S.DATE
PROJECT No.
EFF 9C7 �Y, 'WiLXiNS HUDEL 975M.., HE'gSE:Y MODEL FRPII EX-Eor"JAL),
9/1.6/16
PROJECT
P
'. NN ST A. E FA I .
.TOWN O �Pt"]�lHAvij UNION CO.' N.C. -
FOR: HENN AUTOMOTIVE, LLC
DRAWN HY
BTG
(3) OWNER SHALL PRDVME WRIT -EN GERTIFICATaGN TQ THE
-
-
CL€N iY THAT T�E RP7 HAS BEEN TESTED BY A CERTIFIED
BACKF'LU'd PREVENTION TECHNICIAN AFTERiNSTALLATION;
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UNION, COUNTY,Y, N.L.
N0. DATE REVISION
BY
SKEET TITLE
DETAIL H T_N.T.S.DATE
PROJECT No.
SCALF
9/1.6/16
PROJECT
P
'. NN ST A. E FA I .
.TOWN O �Pt"]�lHAvij UNION CO.' N.C. -
FOR: HENN AUTOMOTIVE, LLC
DRAWN HY
BTG
C Y
MAH
- -
YkamouGH-WIIILzums & HouLF., INC.
Planning o Surveying o Exggxeergng
730 V'mdsGr Oak Court P.O. Bos 1198
NC Corporate Charlotte; North Catalina, 28278 Pineville, North Carolina, 26134
5(#as)
lie istration C-0475 704.556.1990 704.556.051215(fax)2
DRAWING NO. .
251-197
e�
,H, 19, Q,

Plant Schedule
�
QTY
SYMBOL
SIZE
BOTANICAL NAME
COMMON NAME
ROOT
SPACING
COMMENT
1 03/28/17 - - REMSEO PER TOWN OF WAXHAW COMMENTS
YWH
NO. DATE REVISION
OVERSTORY TREES
SHEET TITLE
- -
NC
PROJECT Na.
SCALE
1 "-o'
DATE
9/16/16
9
WO
2" CAL.
Quercus phellos
WILLOW OAK
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
20
LE
2`.' CAL..
Ulmus parvifolia
LACEBARK ELM
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
5
SRM
2" CAL.
Acer rubrum "Franksred'
RED SUNSET MAPLE
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
ORNAMENTAL TREES
11
RRC
#15
Lagerstroemia'PIfLAG lif' PPAF'REB
ROOSTER® CRAPE MYRTLE
CONT.
AS SHOWN
101
NC 1
3" CAL.
Lagerstroemia NATO EZ'
NATCHEZ CRAPE MY TLE
B&B
AS SHOWN
I SINGLE STEM
SHRUBS
_
84
DYH
# 7
Ilex vomitoria `nava'
DWARF YAUPON HOLLY
CONT.
AS SHOWN
7
AAA
# 7
Azalea x Conlec'Autumn angel'
AUTUMN. ANGEL ENCORE AZALEA
CONT.
AS SHOWN
5
ARA
#7
Azalea x Conlec'Autumn royalty'
AUTUMN ROYALTY ENCORE AZALEA
CONT.
AS SHOWN
152
DBH
#7
flex cornuta'Dwarf Burford'
DWARF BURFORD HOLLY
CONT..
AS SHOWN
49
PDL
#7
Loropetalum chinenses'Purple diamond'
PURPLE DIAMOND LOROPETALUM
CONT.
AS SHOWN .
1 03/28/17 - - REMSEO PER TOWN OF WAXHAW COMMENTS
YWH
NO. DATE REVISION
BY
SHEET TITLE
- -
NC
PROJECT Na.
SCALE
1 "-o'
DATE
9/16/16
PROJECT
�y �e
H NN a7Wp 'y[[,AGILD° �`A CO.,MARY
TOWN O ➢iA.��HAf9 j UNION VN.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG,
YRouGIHL IDL][ L INC.
Planning Q .Surveying O Engineering.251-96
730 Tuldsor Oak Court P.O. Hoa 1198
NC Corporate Charlotte, North Carolina, 28279 Pineville, North Carolina, 28134
Re istration 0-0475 704.558.1990 704.556.0505(faa)
DRAWING NO,
.HT 2a 2Q..