SW3190701_Planset_20190822

D A U T*,,AA,
WKIWAV il
MIDLAND, NORTH CAROLINA 28107
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
CPC,
J O
v �
NC HWY 24-27
i�
SITE
VICINITYMAP I
N. T.S.
SHEET INDEX
Sheet Number
Sheet Title
C
COVER
C-01
EXISTING CONDITIONS -DEMOLITION PLAN
C-02
SITE & LANDSCAPE PLAN
C-03
EROSION CONTROL PLAN
C-04
EROSION CONTROL DETAILS
C-04.1
EROSION CONTROL DETAILS
C-05
GRADING PLAN
C-06
STORMWATER MANAGEMENT PLAN
C-07
SITE DETAILS
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME c � DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com \\��`�N I ICARSHOP AD D T O N
Prepared with AutOCAD R2015 by ;�p�;°°°FEss% ° h- HARWOO D AUTO M OT VE — MIDLAND, LAND N C
1 4
° o o �� � �� � oM�rrvr° �— C
CURRENT PROJECT � 110745 FILENAME: ° ��171°A WA7l°� 0 �� oI U �;';
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL o = ENGINEE'Td,7NGy 1NC BUILDING SYSTEMS . T
PERK = = DWG TITLE
0 1 7646 S N.C. CORP. LIC. C- 181 5
PREVIOUS PROJECT � N/A SHEET SIZE: 36x24 ; � o D0111119 16507—A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
0 7427 Matthews —Mint Hill Rd. 3130 Highway 24-27 East COVER
0 APPROVED FOR CONSTRUCTION 6.11.19 ���°°FiIVE��'.�'�; HUNTERSVILLE, N.C.28078 Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM %,�� F� S. L ��. PHONE: [phone] O
NO DESCRIPTION DATE NO DESCRIPTION DATE
���iiilllil��```P 1 FAX: [phone]
PROJECT MANAGER: J. LARSON ISSUE & REVISION
PROJECT #201 8.31

w
I
00
NIR #4
EX. R/W — _ _ — — —R -8aR-
30
GUA 4 �yq —
\ ZONE X—
ZONE AE /
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e OW.
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
GR=530.74
CB OUT=526. 14
I�
I
GR=530.72
IN(A)=523.32
�I IN(B)=523.52
7 lN(C)-523 32
30"c&c y I EX. R/W
NC HIGHWAY24-27
60' PUBLIC RIGHT OF WAY
MB 18, PG 94 EU
I
BENCHMARK=NAIL IN a
POWER POLE
ELEV.=529.596 /
——s15'RCP C6 — — _ fir) fB>--OU�s2.-o2- — — N89'3726'E 160.00' _ — _ — — REBAR— \ ——�EX_R/W — — — — — — — — NC HWY 24-2
C&G u CB NIR 4 30 "CBcG MBX� ' ' • \ 4r GR=531.49
— — N8937'26 E 160.00 REBAR EX IN=524. 14
— — — — OUT=523.99
DRIVEWAY
----------- _ — I� --_ _ --- -- ACCESS ///
— $ — — ——�I�7VTEl� _c
-- —_— --- ---- ----�_ P-- HP �I /
—G \ �53
a \\ BFP / V,
. . . . . . . . . . . . . . . . . . /Q23
$6 /
. . . . . . . . . . . . . . . . . / S a O6/ \\\
. . . . . . . . . . \ �s �'� yo �/u,
- - - - \ • - . 75' FRONT SETBACK MB 18, PG 94
. — . � . -ram . -� . • . - -- I
. . . . . . . .\. h / 523
10Q • YEAR'.'.
. . . FLOODPLAIN
. . . . BOUNDARY .
EX. POND EX. 4" PVC
/ \ I` ` (7194 SF SURFACE WATERS) INV=523.6/ / / / / / �Q kPr
Z
. . . . . . . . . . ZONE
XAE
EF\
EX.- " PVC / / jp� / G ��\ LP
INV= 3.01
...............
10000,
PDX Pam`
PARCEL PIN: 55446922130000 /
TRAVIS & MEL/SSA BLACK
DEED 5524, PAGE 177
EX. ZONING: SFR /
SINGLE FAMILY RESIDENTIAL
PROVIDE A SMOOTH TRANSITION WHERE
PROPOSED WORK MEETS EXISTING
o. x
EA. SEPTIC �l\\
ROOT)
O
1�0 00�'�\`\ \o���� S eJ� PARCEL PIN: 55446941330000
- \ I lc +P o 5 EDNA IRENE HELMS
\� v ;' ' ` 1 ` \ DEED BOOK N/A, PAGE N/A
\ I EX. ZONING: SFR
I \ • �� \ \ \ \ SINGLE FAMILY RESIDENTIAL
. / - -- I Z)A a�a \ \ i
. . . . . I 1�X ' .comp \ \ \\
X \ I EX. GAS \ ASt'F(ALT ° �p a
PIPE \ 2
EX. GRAVEL
PARCEL PIN: 55445879790000 I I �� I + PARKING AREA I ) 3
MILES EDWARD LITTLE &
CAROL STACK LITTLE \V000
DEED 9094 , PAGE 14 I ` ` I I�� \2� \ J ) I \ \ , EX• a.
DEED 9105, PAGE 78
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL I \\\
Q) \
ZONE AE ZONE X
EX. ±275 L.F. CHAIN LINK \ —
I \ 5 FENCE TO BE REMOVED \
I
1 II I I
Ik
/
PARCEL PIN: 55446873590000
\ GP
525 1 rah / / SHIRLEY S.PLUMMER
\\ N / j DEED N/A, PAGE N/A
k EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
s EREe R 469- 9//
550
vN
O
W3
SITE
VICINITY MAP
N. T. S.
DEMOLITION NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED FOR THE
DEMOLITION AND REMOVAL OF THE EXISTING IMPROVEMENTS INDICATED TO BE REMOVED.
2. CONTRACTOR SHALL PROTECT ADJACENT CURBS, BUILDINGS, UTILITIES AND OTHER ITEMS
THAT ARE TO REMAIN FROM ANY DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIR AND/OR PAYMENT OF ANY DAMAGED ITEMS THAT ARE TO REMAIN.
J. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL UTILITIES THE
REMOVAL OF LIGHT POLES, POWER POLES/LINES, GAS LINES, WATER LINES, AND SEWER
LINES.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING WORK, BOTH PUBLIC AND PRIVATE, AND IS RESPONSIBLE FOR ANY REPAIRS OR
DAMAGE.
5. CONTRACTOR SHALL COORDINATE ANY OVERHEAD UTILITY OR UTILITY/POWER POLE
RELOCATIONS, GUYING ADJUSTMENTS, ANY REMOVALS OF SERVICE, POLES OR NEW SERVICE
WITH APPROPRIATE UTILITY COMPANY.
6. CONTRACTOR TO SAW -CUT EXISTING PAVEMENT AS REQUIRED TO REMOVE PAVEMENT AS
NECESSARY.
7. CONTRACTOR SHALL REMOVE ALL EXISTING STORM DRAIN LINES, ASPHALT PAVEMENT,
CONCRETE CURB, STRUCTURES AND ANY OTHER EXISTING CONDITIONS WHICH WILL
INTERFERE WITH THE WORK AS PROPOSED ON THESE PLANS.
8. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND
LOCAL REQUIREMENTS.
9. CONTRACTOR SHALL REMOVE ALL EXISTING BUILDINGS, CONCRETE, CURBING AND OTHER
STRUCTURES AND VEGETATION IN THIS AREA AND DISPOSE OF ALL DEBRIS TO AN
APPROVED OFF -SITE LICENSED TRANSFER STATION OR LANDFILL.
LEGEND:
AREAS/1TEMS TO BE DEMOLISHED
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
\,,,,,, SHOP A D D T O N
NC Firm License No. F-1101 www.perigoneng.com �� �N CARO _ 1 10 7 45
Prepared with AutoCAD x2015 by , o xyEss%°°° '- �o HARWOO D AUTOMOTIVE - M D LAND, NC C-01
CURRENT PROJECT # 110745 FILENAME: ° LAT.I�7All YVALTE_RS Q ^ Q
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL 8 --ENGI��'I��y ��� BUILDING SYSTEMS DWG. TITLE
P E R I PREVIOUS PROJECT N/A SHEET SIZE: 36x24 = o0 17646 0 N.C. CORP. LIC. C-1815
# / o a0111119 o Q 16507-A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWghwOOD AU4-27 E EXISTING CONDITIONS -DEMOLITION PLAN REV
7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East
0 APPROVED FOR CONSTRUCTION 6.11.19 %�� °°FA/cINE��o �;; HUNTERSVILLE, N.C. 28078 Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM h'F \1v'. PHONE: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DATE ''��,,�,LS.���\ FAX: [phone]
PROJECT MANAGER: J. LARSON ISSUE 8c REVISION
PROJECT #2018.31

C�
I
00
GR=530.74
CB OUT=526.14 30"C&G y
_ NC HIGHWAY24-27
l 60' PUBLIC RIGHT OF WAY
1 MB 18, PG 94
I
I
I GR=530.72 BENCHMARK=NAIL IN
IN(A)=523.32 POWER POLE
GR=530.67 �I IN(B)=523.52 ELEV.=529.596
OUT=526.67 IN(C)=523.32
_ EX. R/W - -, 15 RCP CB (A) I (B) OUT=523.02 - N8937 26'E 160.00'
GUARD �~GMK 30'C&G N89'37 26 "E 160.00' - C6 30 "C&G MBX
Rq/L I �
GL
EX. LT 1P I � PLANTER C2
\ ZONE X PP I POHP OHP OHP OHP P
ZONE AE \ . ✓. . . . . . . - . -
do
L� \
i� ♦ oy P
i
%
O
\ BOLLARDS
EX. POND
= EX. �f \
` FLAG POLE
SEE SHEET C-07 I 1
FOR SECT/ON A -A
DETAIL I
N.T.S.
UTILITY NOTES:
THE LOCATION OF UT/LIT/ES HEREON ARE FROM
OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES
ONLY. THE SURVEYOR WAS NOT PROVIDED WITH
UNDERGROUND PLANS OR SURFACE GROUND MARKINGS
TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e OW.
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
\ \
/ -x .
• . • . • . • . . . 75' FRONT SETBACK MB 18, PG 94
EX. R/W - - - - - - - - - -
0
EU
I
O
�I
- EX_ R/W - - - - - - - - -
s. 4r 0R=531.49
EX IN=524. 14
\DRIVEWAY OUT=523.99
\ACCESS
LP OHP� P
G�
wM�
BFP
di\ \
\ / 1523.86
. SEE DETAIL 1 523
. . . . . . . . . . . . . . 9N / THIS SHEET \�
0 v>� \
•WFTLA'NDS
I RP �E L r
. . . . . . . . . . / �/ �P� F���
10Q PEAR ' . . / H
. • . FLOODPLA/N I
BOUNDARY I
\ / EX. POND �a
(7194 SF SURFACE WATERS) / J
C Z X E
. ZONE \
. . . . . . . . . . AE I \ PROP. -
ASPHALT /
\ PAVEMENT
0
. . . . .
24.75'
PAVEMENT
WIDTH
PARCEL PIN: 55446922130000
TRAVIS & MELISSA BLACK
DEED 5524, PAGE 177
EX. ZONING: SFR /
SINGLE FAMILY RESIDENTIAL /
ASPHAL (X4/ N4,
PROPOSED6' FENCE
s7�P� ° 1� o�oo2<s, , 5 Q�G PARCEL11N_,1 55446941330000
5' "CLASS D ' 9 e �� �• ° 5 EDRENE HELMS
BUFFER _ . . - - - . . ` DEED BOOK N/A, PAGE N/A
7, 1
/ EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
\' PROP. CONCRETE
v2 EX. GAS
N\+ PIPE
1
PARCEL PIN: 55445879790000 I a� �s+ EX.;•
MILES EDWARD LITTLE & i\ EX. GRAVEL ASPHALT s 9 FEN N
CAROL STACK LITTLE \ �� ti PARKING AREA�000/ cry
DEED 9094, PAGE 14
DEED 9105, PAGE 78 \ �+ \ tPf�'�x ' • • . • ���
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL / NN + Q • , z • ` , N
/ •\
ti ��, �� ��� +' 2� • ( moo. , \ 5
ZONE AE I ZONE X \ QROQ \ •• r • d, \
OQ \PGGE PROP. \ • a
Q ASPHALInv
T` •Q•• \
PROP. PIPE
\ BOLLARD P.)
EX. TREEL/NE P6'OFENCE
1 \ PROP. ASPHALT
\ PROP. 12' TEMPORARY 6
9
I GRAVEL DRIVE���(/
Ec,S/
55
\ OQOSEO k G j
0
\QR / 000D
\ PARCEL PIN: 55446873590000
GEORGE L. PLUMMER &
\ / 111 r0 SHIRLEY S. PLUMMER
DEED N/A, PAGE N/A
EX. ZONING: SFR
N6SINGLE FAMILY RESIDENTIAL
QR
GDP
\ayo\
EX. SEPTIC LID
40
NC HWY 24-27
0
r
SITE
O,Q
100
VICINITY MAP
N.T.S.
LEGEND
. ` PROP. CONCRETE
PROP. ASPHALT PAVEMENT
PROP. GRAVEL
• •1
EX. CONCRETE
a d
EX. ASPHALT PAVEMENT
EX. GRAVEL
SITE DATA:
1. PARCEL PIN. 55446900500000
PLAT BOOK 18, PLAT PAGE 94
DEED BOOK 4236, PAGE 43
PROP. ID: 10-016-0041.00
SITE AREA: t4.94 AC. IN TOTAL PARCEL
2. SITE ADDRESS. 3130 NC HWY 24-27
MIDLAND, NC 28107
CABARRUS COUNTY
3. PROPERTY ZONING: C 24/27 (COMMERCIAL)
EXISTING USE: AUTOMOTIVE REPAIR GARAGE
PROPOSED USE. AUTOMOTIVE REPAIR GARAGE EXPANSION
4. SETBACKS:
FRONT SETBACK. 75'
5. TOTAL AREA OF BUILDING EXPANSION = 3990E S.F.
6. PARKING DATA:
PARKING REQUIRED: 1/BAY + 0.5/EMPLOYEE = 20 SPACES
TOTAL PARKING PROVIDED: 20 SPACES
8. WATERSHED: THIS PROPERTY DOES NOT FALL WITHIN A
WATERSHED DISTRICT OR OVERLAY DISTRICT
9. THIS PROPERTY HAS PORTIONS LOCATED IN A FLOOD
HAZARD ZONE (100 YEAR FLOOD)
FEMA FLOOD PANEL: #3710554400J, DATED: 1110512008.
10. SURVEY & TOPO INFORMATION PROVIDED BY.•
JAMES MAUNEY & ASSOCIATES P.A.
BELMONT, NC 28012
SITE DEVELOPMENT NOTES.
1. EXISTING TREES TO BE USED FOR TYPE A BUFFER.
2. EXISTING PARKING TO BE USED FOR PARKING REQUIREMENTS.
J. POST CONSTRUCT/ON /S FOR NEW BUILT -UPON AREA ONLY.
4. CLASS D BUFFER: 2 UNDERSTORY TREE & 18 SHRUBS/100 L.F.
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
\\,,,11 I I I , ' SHOP A D D T O N
NC Firm License No. F-1101 www.perigoneng.com �� �V\ CARO ''', / 1 1 0745
Prepared with AutoCAID R2015 by °°°°°°°°°°°° '- L RIMWVOoo HARW00 D AUTOMOTIVE - M D BAN D, N C
Qo OFESS/O /'�
CURRENT PROJECT # 110745 FILENAME: °� J LATJ-JAll ,VALT S = Q AI110MOnW '" C-02
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL 8 -I��'I��y INC.BUILDING SYSTEMS DWG. TITLE
P E R I PREVIOUS PROJECT N/A SHEET SIZE: 36x24 = o0 17646 0 N.C. CORP. LIC. C-1815
# / o Q(o����19 °o Q 16507-A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East SITE &LANDSCAPE PLAN
0 APPROVED FOR CONSTRUCTION 6.11.19 ;��°°FNCINE�. �'�; HUNTERSVILLE, N.C. 28078 Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM h'F \1 .`` PHONE: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DAJE /,,�,�5�,�``� FAX: [phone]
PROJECT MANAGER: J. LARSON ISSUE & REVISION
PROJECT #2018.31

7)
w
I
00
STABILIZED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBED AREA
SILT FENCE
ROCK CHECK DAM
UTILITY NOTES.
THE LOCATION OF UTILITIES HEREON ARE FROM
OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES
ONLY. THE SURVEYOR WAS NOT PROVIDED WITH
UNDERGROUND PLANS OR SURFACE GROUND MARKINGS
TO DETERM/NE THE LOCATION OF ANY SUBTERRANEAN USES.
GR=530.74
30"C&G ` CB OUT=526.14 30"C&G EX. R/W
EX. R/W _ - - - - - - - - p
NC HIGHWAY24-27
60' PUBLIC RIGHT OF WAY
S Z�
- I � MB 18, PG 94 I Eu �
I
GR=530.72 BENCHMARK=NAIL IN
IN(A)=523.32 POWER POLE I a
GR=530.67 �I IN(B)=523.52 ELEV.=529.596 NC HWY 24-27
T�526.67 IN(C)=523.32 EX. R/W - -
EX. R/W _ - - - - --:?5'RCP Ce - - �A) fB> OUr s2�o� _ --N89'3726'E 160.00' - - - - - - - - - - - - -
42"RCP GR=531.49 =�
30'C&G u ' CB 30"C&G MBX 1i \ r O�
�z. N89'37 26 E 160.00 IN=524. 14 O =
GUARD.�q/L - - - - - - - _ �I--� - - - - - - - - - - - - _ EX.RIVEWAY OUT=523.99 y r�
--------------- _-{�-----_-_ --- -- \DACCESS / -`_j �9�-��� o� SITE
\ ZONE X - - - - - - - -- - - - �e� -aRr m;� -91-�F +i P- = t{ P J /
- _-G \ 3 \ /
\ \ BFP' \ - /V�3. VICINITYMAP
\ \ \ \ / 52 86
. . . . . ... �\ \ / /Q � / N.T.S.
l�yo c N)
• • • • • • • \ . . . . • • 75' FRONT SETBACK MB 18, PG 94 \ /
.�•.- � � �� I v, �\ \
. . . . . . . . \. . . . . . h / 523 /x dyo \ Ff
/ \� \\ moo
. . . . . GLT \� 1 GENERAL NOTES:
.........I...... ROE ,
0 0 �o / / (�FP\ o PARCEL PIN. 55446922130000 -
R / v / y / 1. TOTAL SITE ACREAGE f4.94 ACRES
TRAVIS & MEL/SSA BLACK
_ _ . 10Q • YEAR'-. / / \ \\ DEED 5524, PAGE 177
. . . FLOODPLA/N /� / EX. ZONING: SFR 2. TOTAL DISTURBED AREAS = f 1.08 ACRES
BOUNDARY SINGLE FAMILY RESIDENTIAL P J. THE PLAN APPROVAL /S BASED UPON THE EXISTING
EX. POND EX. 4" PVC II I
/
(7194 SF SURFACE WATERS) INV=523.61 / �,� PQ SITE CONDITIONS. ADDITIONAL MEASURES MAY BE
C / / / �pSE��� ,h�o\�PREQUIRED IF THE O� FUNCTION AS /NTENDED.OSED MEASURES CAN NOT
. ZONE
ZONE
• • • . . . . . • • AE 1 �` / �/� �Q PGG� 5 �p5� /V �`� O \\bP
\ \\ EX. 4" PVC / / j . G LP
0 PG
\O�'
INV-523.01 / 8� �j
LIMITS OF
DISTURBANCE f - �� / R0 o� /
I pax pa
I s
E�. SEPTIC Llb\\ ` I
P. ' \\ / \`
(X4) �� (/ PRRP.\ENCE \
/ \ I���
may' EX. GAS \ +
ROCK .CHEEK . / \ �f 1 PIPEDAM \ \ \ \Z
PARCEL PIN: 55445879790000
MILES EDWARD LITTLE & o, I 1 ` \ CONSTRUCT/ON \
CAROL STACK LITTLE /I \�' I r1k +\ ENTRANCE \
DEED 9094, PAGE 14
DEED 9105, PAGE 78 ` o
1 I � GE5
EX. ZONING: SFR I \
SINGLE FAMILY RESIDENTIAL 4111111,
/ I ' � ♦ � I II OPO
ZONE AEI ZONE X
\ ♦♦ \ I�
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e OW.
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
1
0
s�Q sQ' I
130
PARCEL 1N. 55446941330000
ED A IRENE HELMS
DEED OOK
N/A, PAGE N/A
EX. ZONING: SFR
SIN LE FAMILY RESIDENTIAL
/ RIP -RAP am
\ APRON i \
GI
/
CORE MESH s� roc
BAFFLES (TYP.)
ISKIMMER BASIN
SEE SHEET C-04.1
FOR \DETAIL 2� 52$ / ��� //' 11I`. �
o
/I
% S/L T FENCE
\\ \ LIMITS OF
\ DISTURBANCE
/PARCEL PIN: 55446873590000
GEORGE L. PLUMMER &
525 / 1116 / / ( SHIRLEY S. PLUMMER
a� / DEED N/A, PAGE N/A
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
69.97
550
i
vN
40
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF
MIDLAND AND NCDEQ.
2. SET UP AN ON -SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION
CONTROL INSPECTOR FROM NCDEQ TO DISCUSS EROSION CONTROL
MEASURES.
J. STAKE CLEARING AND GRADING LIMITS.
4. INSTALL SILT FENCE, SEDIMENT BASIN, DIVERSION DITCHES AND OTHER
MEASURES AS INDICATED ON CONSTRUCTION DOCUMENTS, CLEARING ONLY
AS NECESSARY TO INSTALL THESE DEVICES.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED /N
ACCORDANCE WITH NCDEQ EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, US SOIL CONSERVATION
SERVICE AND THE LOCAL ENGINEERING DEPARTMENT.
6. CALL FOR AN ON -SITE INSPECTION, • WHEN APPROVED, BEGIN CLEARING AND
GRUBBING.
7. PROCEED WITH ANY DEMOLITION.
8. BEGIN MASS GRADING OF THE SITE.
9. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM
WATER TO DRAIN TO EROSION CONTROL DEVICES.
10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL
INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
APPROPRIATE STAGES OF CONSTRUCTION.
11. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD
CONDITIONS OR AS DIRECTED BY THE INSPECTOR.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE /N STRICT ACCORDANCE WITH
LOCAL AND/OR STATE STANDARDS.
2. THE CONTRACTOR SHALL D/L/GENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION.
THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
INSPECTOR SO THAT PER/ODIC INSPECTIONS CAN BE CONDUCTED AT
APPROPRIATE STAGES OF CONSTRUCTION.
J. FINAL LOCATION OF SILT FENCE, DIVERS/ON DITCHES, ETC. SHALL BE
ADJUSTED /N THE FIELD BY THE CONTRACTOR BASED ON SITE CONDITIONS
AND INSPECTOR'S RECOMMENDATIONS.
4. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD
CONDITIONS OR AS DIRECTED BY INSPECTOR.
5. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM
WATER TO DRAIN TO EROSION CONTROL DEVICES.
6. STABILIZATION /S THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING /S NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF
THE CONSTRUCTION SEQUENCE INDICATED ON THE CONSTRUCT/ON
DOCUMENTS. ALL GRADED SLOPES SHALL BE SEEDED AND MULCHED
WITHIN 30 DAYS OF COMPLETION OF GRADING.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
SHOP A D D T O N
NC Firm License No. F-1101 I www.perigoneng.com �`�� �N CARO ', L/ 1 1 0 7 45
Prepared with AutoCAID R2015 by 0°°°°°°°°°I '- NwRw�000 HARW00 D AUTOMOTIVE - M D BAN D, N C
O�oo
FESS/0
CURRENT PROJECT # 110745 FILENAME: ° _LAT.I-JAMl VALT S = Q AI/rOMO�fY/ '" C-03
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL o = ENGINEERING➢ LNG BUILDING SYSTEMS DWG. TITLE
PERIGiml PREVIOUS PROJECT N/A SHEET SIZE: 36x24 = o0 17646 0 z ` N.C. CORP. LIC. C-1815
# / O(o����19 °o Q 16507-A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East EROSION CONTROL PLAN
0 APPROVED FOR CONSTRUCTION 6.11.19 ;,�� °°FNCINEE�° .�'�; HUNTERSVILLE, N.C. 28078 Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM % h'F \1v'. PHONE: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DATE /,,�,�S.���,��`� FAX: [phone]
PROJECT MANAGER: J. LARSON ISSUE 8c REVISION
PROJECT #2018.31

MINIMUM PUBLIC
STREET
i
6" MINIMUM THICKNESS
-EXISTING FILTER FABRIC UNDER STONE
GROUND
50' -
/ MINIMUM
- O- O- O- O- O- O -O -O -O
MIN. 000000000000000000 PUBLIC
STREET
/ 0-0-0-0-0-0-0-0-0-
GENERAL NOTES.
A STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR
LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
STONE SHALL BE 2" to 3" COARSE AGGREGATE
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF
ANY MEASURES USED TO TRAP SEDIMENT.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIA TEL Y.
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC
STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED
STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
STABILIZED CONSTRUCTION ENTRANCE/EXIT
N. T.S.
WOVEN FILTER FAB
OR COIR MESH
(SEE NOTES BELOV
J
W
w
U)
N
N
STEEL POSTS ONLY
FILTER FABRIC OR COIR MESH
Of (SEE NOTES BELOW)
Z_ j
BACK -FILL TRENCH W/
c� COMPACTED SOIL
af
c\' C,4
I Q Q0
][ \IANCHOR
SKIRT 4" MINIMUM
8' max. standard strength fabric with wire fence
GENERAL NOTES:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC
FILTER FABRICS. (REFER TO TABLE 6.62b IN THE NC EROSION CONTROL DESIGN MANUAL FOR
MATERIAL PROPERTY REQUIREMENTS.)
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
ABOVE THE GROUND SURFACE.
3. COIR MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR
INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
4. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF
THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
6. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
7. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
8. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. (SEE DETAIL)
9. PLACE 12 " OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH.
10. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
11. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
SILT FENCE DETAIL
N. T. S.
SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS
DISTURBED CONDITIONS.
L = THE DISTANCE SUCH THAT POINTS
A & B ARE OF EQUAL ELEVATION
9" MIN.
CLASS B STONE
_ 4' TO 6' t
I' 1
FLOW
TYPICAL LONGITUDINAL SECTION
PERMANENT SEEDING SPECIFICATIONS
F
CHECK DAM
1.5' MIN.
LOW MAINTENANCE AREAS
TEMPORARY SEEDING SPECIFICATIONS — TS
STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS
ISOMETRIC VIEW
CLASS B STONE
DATES
TYPE
RATE
DATES TYPE RATE
AMENDMENTS
JAN. 1 — MAY 1 RYE (GRAIN) 120 LB/ACRE
2000 LB/ACRE GROUND
NOTES:
AUG. 25
— SEPT. 15 TALL FESCUE
100 LB/ACRE
FEB. 15 — MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE
AGRICULTURAL LIME—
1. TYPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES.
FEB. 15
- MAR. 21 SERICEA LESPEDEZA
30 LB/ACRE
STONE AND 750 LB/
FILTER CLOTH
KOBE LESPEDEZA
10 LB/ACRE
OR LOBE
ACRE OF 10-10-10
2. THE CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER,
1
GENTLE SLOPES, AVERAGE SOILS
FERTILIZER
EXCEPT WHERE SHOWN IN THE PLANS. 2
DATES TYPE RATE
AMENDMENTS
DATES
TYPE
RATE
MAY 1 -AUG. 15 GERMAN MILLET 40 LB/ACRE
2000 LB/ACRE GROUND
TYPICAL CROSS SECTION
AUG. 25
- SEPT. 15 TALL FESCUE
80 LB/ACRE
AGRICULTURAL LIME-
STONE AND 750 LB/
FEB. 15
- MAR. 21 SERICEA LESPEDEZA
20 LB/ACRE
ACRE of 10-10-10
ROCK CHECK DAM DETAIL
KOBE LESPEDEZA
10 LB/ACRE
FERTILIZER
N.T.S.
HIGH
MAINTENANCE AREAS
DATES TYPE RATE
AMENDMENTS
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE
2000 LB/ACRE GROUND
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES
AGRICULTURAL LIME-
STONE AND 1000 LB/
ACRE OF 10-10-10
DATES
TYPE
RATE
FERTILIZER
AUG. 25
- SEPT. 15 BLEND OF TWO TURF -TYPE
200 - 250 LB/ACRE
TALL FESCUES (90%) AND
TWO OR MORE KENTUCKY
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW.
BLUEGRASS VARIETIES (10%)
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR
MULCH
ANCHORING TOOL.
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS
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
DATES
TYPE
RATE
STRUCTURES.
AUG. 25
- SEPT. 15 BLEND OF 50% KY-31 TALL
200 - 250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF TYPE
TALL FESCUES
GRASS -LINED CHANNELS, AVERAGE SOILS
DATES TYPE RATE
AUG. 25 - OCT. TALL FESCUE 200 LB/ACRE OR
4 - 5 LB/1000 SF
GRASS -LINED CHANNELS, DRY SOILS
DATES TYPE RATE
APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB/ACRE OR
1 - 2 LB/1000 SF
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER.
DRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW.
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.
SPACING GUIDE FOR SLOPE BREAKS
SLOPE
SPACING (FT.)
STEEP SLOPES
2:1
20'
J. 1
35'
4: 1
45'
LONG SLOPES
15-257.
50,
10-15%
80,
6-10%
125'
3-6%
200'
<3%
300'
PER NCDEQ NCESCM CHAPTER 6.02, TABLE 6.02a
TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS
WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS.
DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
PERMANENT SEEDING MAINTENANCE: GRASS MUST BE MOWN TO
REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM
VEGETATION. RE -SEEDING SHALL BE PROVIDED AS NEEDED TO
ENSURE ADEQUATE GROUND -COVER.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
❑ PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
<CX HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS /N LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
c==_ ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:11
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
SEEDING SCHEDULE & NOTES
MATERIAL FROM -
DITCH EXCAVATION
—I E-1 '-2' BASE
NOTE. • SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION.
TEMPORAR Y DIVERSION DITCH DETAIL
N.T.S.
FES #
PIPE/SIZE
A
(ft)
B
(ft)
C
(ft)
THICKNESS
(in)
RIP —RAP
CLASS
1
15" RCP
4'
11'
10'
10"
A
RIP -RAP OUTLET DETAIL
N.T.S.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
`���"""'��SHOP AD D T O N
NC Firm License No. F-1101 www.perigoneng.com ���`` A CAR ,
Prepared with AutOCAD R2015 by \�p�(°°FESS/o� /��'', .:_�^ - MARIIY00� 1 10745 HARWOOD AUTOMOT VE - M DLAND, NC
CURRENT PROJECT # 110745 FILENAME: '�� ° _ LATHAM WALITER � ! `1 1 bE
�, AUTOMOTM C-04
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL o --ENG--ITNEE',RING 1NC BLJIL_DING SYSTEMS
PERIGI'MN' 17646 0 _- 1 DWG. TITLE
N.C. CORP. LIC. C-1815
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 �� 19 ° z TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
�'�� o° F Q(o/ �Q-\ 16507-A NORTHCROSS DRIVE 7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East
0 APPROVED FOR CONSTRUCTION 6.11.19 �•°°°,INEE,°° HUNTERSVILLE, N.C. 28078 Charlotte, NC 28227 Midland, NC 28107 EROSION CONTROL DETAILS
ENGINEER: M. LATHAM DESIGNER: M. LATHAM '%'�'F ° \.P'.`PHONE: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DATE << S. 0
ii,i����
PROJECT MANAGER: J. CARBON FAX: [phone] ISSUE & REVISION
PROJECT #2018.31

DEWATERING PIPE ATTACHED
TO RISER, DETENTION BOX,
OR END OF SKIMMER AS ROPE ATTACHED
DESIGNED BY ENGINEER TO SKIMMER
SKIMMER SHALLOW PIT EXCAVATED
i UNDER SKIMMER
EMBANKMENT
TO FORM BASIN
FABRIC —LINES
SPILLWAY.- SEE
71
3
DETAILS
Z
in
m
x
BAFFLESEE
'
��I
DETAILS,
CONSTRUCTIONM
ALTERNATIN
WEIRS
W
J
2
M
m
COIR MESH BAFFL
INFLOW FROM SIDES
(TYPICAL)
DIVERTED TO UPPER
END OF BASIN TO
PREVENT SHORT
LARGE SEDIMENT
CIRCUITING"
STORAGE PROVIDED
AI
IN UPPER END OF
BASIN
EXCAVATION TO
FORM BASIN
\L— LENGTH TO SIDTH RATIO
INFLOW INTO UPPER TWICE AS LONG AS WIDE
UNLESS A V-SHAPED
END OF BASIN BOTTOM IS CREATED IN
SMALL BASINS. SEE
INSTRUCTIONS.
NOTE ON SPILLWAY PLACEMENT. WHENEVER POSSIBLE, PLACE THE SPILLWAY AROUND ONE END OF THE DAM
INSTEAD OF IN THE FILL FOR THE DAM TO MINIMIZE THE CHANCE OF FAILURE. CARE MUST BE TAKEN WHEN
THE SPILLWAY IS IN FILL TO FOLLOW THE INSTALLATION INSTRUCTIONS AND KEEP OUTFLOW ON THE FABRIC
LINING AND OFF THE ERODIBLE FILL.
SOME SEDIMENT BASIN REQUIREMENTS MAY CONFLICT WITH PERMANENT DETENTION BASIN STANDARDS; IF THIS IS THE
CASE, THE FEATURES NEEDED TO CREATE AN EFFECTIVE SEDIMENT BASIN MUST BE PROVIDED DURING CONSTRUCTION.
AT THE END OF THE CONSTRUCTION (WHEN THE DRAINAGE ARE IS SUCCESSFULLY STABILIZED) THE BASIN IS CONVERTED TO
THE PERMANENT CONFIGURATION.
SKIMMER BASIN COMPONENTS - PLAN VIEW
N. T.S.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2. USE STAPLES 1' APART HORIZONTLLY
AND VERTICALLY TO ATTACH THE
FILTER FABRIC TO THE WIRE FENCE.
J. SPACE THE BAFFLES ACCORDING TO
THE APPROVED PLAN.
4. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDIATELLY AFTER
THE BASIN IS CONSTRUCTED.
F�0
FLU
4'-0" MAX. SPACING
(TYPICAL)
/ BFRM
INLET ZONE 257.
OF SURFACE AREA
INLET ZONE 257
OF SURFACE AREA
INLET ZONE 259
//—
OF SURFACE AREA
'z z OUTLET ZONE 259
OF SURFACE AREA
X
0 p
o FT D/TCy
5' STEEL PO
FLO)
8" X 6" TRENC
BACKFILL AND COMPAC
FENCE AND FABRI
BURIED IN TRENC
BAFFLE INSTALLATION DETAIL
N. T.S.
SKIMMER & BAFFLE DETAIL
N. T.S.
0
I
N
AAA/ A�.1P 1 \/
PERSPECTIVE VIEW
PVC END
CAP PVC ELBOW
PVC VENT
PIPE
WATER SURFACE
PVC END CAP
PVC HOLES
PVC TEE 112" HOLES
IN UNDERSIDE
FLEXIBLE HOSE
END VIEW
4" OUTLET END CONNECTED TO
RISER OR PIPE
THROUGH EMBANKMENT
FLEX HOSE (A)
FLOAT
SCHEDULE 40
PVC PIPE
'C" ENCLOSURE
TER ENTRY UNIT
PVC TEE
FRONT VIEW
VENT
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
BOTTOM SURFACE
STRAPS SUSPENDING INLET
BARREL PIPE OR 'ARM" (B) INLET EXTENSION (C)
FAIR CLOTH SKIMMER
N. T.S.
BASIN #
SKIMMER
A
B
C
D
SIZE
FLEX
PVC
INLET
ORIFICE
HOSE
ARM
EXT.
SIZE
1
1.5"
1.5"
1.5"
1.5"
0.90"
INLET SCREEN/DOOR
W/ ORIFICE INSIDE (0)
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
" SHOP AM ON
NC Firm License No. F-1101 www.perigoneng.com ���`` N CAR '
Prepared with AutoCAD x2015 by '' o oo°FESS/pO /��'', _�^ - HARWOO� 110745 HARWOOD AUTOMOT VE - M DLAND, NC
CURRENT PROJECT # 110745 FILENAME: Wo'R- j ° t
LATHAM WALTER ! `1 1 o AUrOMOiY/ C-04.1
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 o SEAL o - E°.NG_JTNEER,' 1N �r .,TNC BUILDING SYSTEMS
PERIGI'MN' 17646 0 - 1 DWG. TITLE
° N.C. CORP. LIC. C-1815
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 11 19 ° -� TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
�0. F Q(o� �.' �Q-\ 16507-A NORTHCROSS DRIVE 7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East EROSION CONTROL DETAILS
0 APPROVED FOR CONSTRUCTION 6.11.19 C° °�INV�c°° ` HUNTERSVILLE, N.C. 28078 Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM '%'�'F ° �.P'.``� PHONE: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DATE << S. 0
i011111i1\�� FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION
PROJECT #2018.31

C�
00
VVOOD FENCE
> /ateo
— \
UT UT
Iw
r�
Cl-
cc
\ U
II 1
Ln
1
I N
__j l
UTILITY NOTES.
THE LOCATION OF UTILITIES HEREON ARE FROM
OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES
ONLY. THE SURVEYOR WAS NOT PROVIDED WITH
UNDERGROUND PLANS OR SURFACE GROUND MARKINGS
TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Cal before you dig.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
Aso `� 11
______ 53
V
NC HWY 24-27
xv
-7Z-
o
I I /
53
53
I /
1 /
t%
I II
D /
°
/ II
D °h° zQ
Cr Z
c~n o I \
o I II 1
I.KDI
Uj
I
IALT I t1r) M I i 11
I70 � I I
GRAVEL DRIVE
/ I
52 `�� LnN Ln
CN
SAND Ln
FILTER
C)
2 Ilo 5 �
i
Tj
40' CLASS BUFFER
EXISTING WOODED AREA USED FOR BUFFER
I
I / J Ill
SITE
VICINITYMAP
N.T.S.
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
SHOP AD D T 0 N
NC Firm License No. F-1101 www.perigoneng.com ��`� C',
;���°"°°°°°°Ro,'' 1 10745 HARWOOD AUTOMOT �E — M D�AND, NC
Prepared with AutoCAD x2015 by \ p oFESsio C-05
CURRENT PROJECT # 110745 FILENAME: - ° _ LATHAM WALTERS C
PERIGAOMN' CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 ' o SEAL ° _1�INE11�11�G9 -INC. DWG TITLE
17646 8 N.C. CORP. LIC. C-1815
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 ;?� o0 O'111119 0' �; 16507—A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
° F �° HUNTERSVILLE, N.C. 28078 7427 Matthews —Mint Hill Rd. 3130 Highway 24-27 East GRADING PLAN
0 APPROVED FOR CONSTRUCTION 6.11.19 c` °°° ►NEB°° °� Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM h'Fo.�.P- , PHONE: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DATE <L S. 0
/11IIIII110\ FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION PROJECT#2018.31

PROPOSED BMP ACCESS
M14INIENANCE EASE" N;
rrv�US BMP ACCESS
v1AlNT AN(,
MIN S€ME
7
J EX. CONCRETE
EX. ASPHALT
N \
� I
II EX. GRAVEL
IC
-x-x_x � EX. FENCE
-X-x
I � PROP. GRAVEL DRIVE it -
52
'67
x 528'b�
C.,.1
co I I RIP-RAPco
� \ v L'i Lf) N BERM I
Q 52
co
\ W I Q GQ W
\ \ 1� 8 5' EMERGENCY Q
O Q F SPILLWAY
\ �' 180 S. F. SAND FILTER
� z
(0 ASTM C-33 ai �u
2'X3' CONCRETE BOX C W
i � OBI
�I
WATER QUALITY/DENTENTION PLAN VIEW
SCALE. I " = 20'
TRASH GRATE
#4 WELDABLE
REBAR - 3" 0. C.
FINISHi
3/8"x2" PLATE
1'-6" CLEAN
WASHED
"CONCRETE" SA
ASTM C-3
WASHED STONE
SEE DETAIL THIS SHE
2'-11"
TRASH RACK DETAIL
TYPICAL SECTION
114 "-1 rT
L 1 1/4"�
1
< / L 3/4
112
RL
CONTINUOUS -
EMBEDDED PLA TE
PC 'SUPPLIER L
� 1
F/L TER FABRIC
"„ _. 'VC
PIPE GRAVEL UNDERDRA/N SYSTEM
2 x3' DRAINAGE STRUCTURE
5' EMERGENCY
ELEV. 528.0 // \/\ SPILL WA Y
#57 WASHED STONE ON 2' PROP. CLEANOUTS /\/\ ELEV. = 528.50
HIGH CLASS B RIP -RAP BERM
PROPOSED 4.5' x 4.5' x 6 "t
Q
CONCRETE OR APPROVED
EQUAL ANT/ SEEP COLLARS
FILTER BED ELEV. 526.0 /
/\// \/'� IS" DEEP //
/ SAND FILTER / \
1965E
15 RCP
ASTM C-33 62
\ \/ a a -
6" TE7D P�
\,
/\� \/
1 15
f 44 L.F. 6" PERFORATED UNDERDRA/N COLLECTION SYSTEM
4 ROWS OF 3/4 DIAMETER HOLES ® 3" 0. C.
TYPICAL SAND FILTER PROFILE VIEW
N. T.S.
NOTE TO INSTALLER
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
< I
1.
E PRIES
SLOP TRASH GRATE
#4 WELDABLE
DEBAR - 3" 0. C.
(FINISHED PAINTED BLACK)
SHOP OR
2_ 12 FIELD WELD
HEIGHT OF TRASH RACK = 12"
_CONTINOUS L 2x2x5 16
FINISHED PAINTED BLACK
NOTE. • CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR ALL MATERIALS
USED FOR THE CONSTRUCTION OF
THE DETENTION BOX FOR ENGINEER'S
APPROVAL.
NO TES.
1. "CONCRETE" SAND REFERS TO SAND THAT /S
COMMONLY USED /N CONCRETE MIXES. SAND SHALL MEET
ASTM C-33 SPECIFICATIONS.
2. ALL DRAINAGE AREAS TO A SAND FILTER FACILITY
ARE TO BE STABILIZED PRIOR TO INSTALLATON OF SAND.
J. UNDERDRA/N PIPES SHOULD BE MIN. 6" PERFORATED
SCHEDULE 40 PVC (PER AASHTO M278) OR DOUBLE WALL
HDPE (PER AASHTO M252). PERFORATIONS SHOULD BE
3'4" SPACED 3" ON CENTER ALONG 4 LONGITUDINAL
ROWS SPACED 90' APART.
WASHED STONE DETAIL &
6" PVC PIPE SECTION
�4
3 •d a
4.5 15" RCP
d •
Q
1. 5' MIN. »
ANTI -SEEP COLLAR
TOP OF 50 YR.-528.01
TOP OF STRUCTURE - 528.00
TOP OF 25 YR.-527.89
TOP OF 10 YR. -527 72
WEIR ELEV. 527.00
GROUND ELEV. 526.00
NOTE.
CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION
MEETING PRIOR TO STARTING ANY WORK ON BMP. THIS MEETING SHOULD TAKE
PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION ON ANY BMP AND
SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE
PERFORMED AT KEY BMP INSTALLATION PHASES.
CONSTR UCTION SEQUENCE FOR SAND FILTER:
1. CONSTRUCT BASIN AREA PER EROSION CONTROL PLAN FOR TEMPORARY USE
AS SKIMMER BASIN.
2. ONCE SITE /S STABILIZED, REMOVE SKIMMER DEVICE AND SEDIMENT, THEN
REGRADE SAND FILTER AND SEDIMENT FOREBAY TO PLAN DIMENSIONS.
J. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND
FILTER MEDIA ARE INSTALLED.
4. INSTALL ALL UNDERDRA/N DEVICES AND RISER PIPES FROM FOREBAY TO
SAND F/L TER.
5. INSTALL SAND /N FILTER AREA.
6. TEST SAND INFILTRATION TO BE SURE I MEETS REQUIREMENTS SPECIFIED.
7. INSTALL FILTER FABRIC, TOPSOIL, AND SOD.
8. HAVE BASIN AS -BUILT SENT TO THE ENGINEER FOR CERTIFICATION.
MW U
523.31
DETENTION BOX
N. T.S.
6'f
TOP OF DAM 529.00
/; A,
5' EMERGENCY
SPILLWAY ELEV. 528.50
i EMBANKMENT TO/\It
BOX FOR ACCESS/ \
ETED OR A//�
A -1A T - E� LLARS \/
1. 5' MIN. 2'\�\
6" UNDERDRA/N \ �\
° f 62 L.F. 15" RCP © 0.50
INV. ELEV. 523.31 ° (WATERTIGHT JOINTS)
°
INV. ELEV. 525.00
41
-3600psi CONCRETE DOWELL BOX INTO
CONCRETE ANCHOR
SECTION THROUGH POND OUTLET
N. T.S.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME DWG. NO.
SHOP ADD T ON
NC Firm License No. F-1101 www.perigoneng.com `��'(\A 11CgR0 � / / -
Prepared with AutOCAE R2015 by °°°°°°°°°°°°° - = �= 110745 HARWOO D AUTO M OT NE - M D LAND N C /�
po �oFESS wuroMoilY/� 1r-06
CURRENT PROJECT 110745 FILENAME: ° LATHAM WALTEERS Q �a
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 o SEAL o=NIVLoL1�D LNG BUILDING SYSTEMS
PERIGIOMN' = = DWG. TITLE
0 17646 o N.C. CORP. LIC. C-1815
PREVIOUS PROJECT � N/A SHEET SIZE: 36x24 1 REVISED PER NCDWQ REVIEW 8.22.19 �� 19 ° �� TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE
%� o O6� o Q"� 16507-A NORTHCROSS DRIVE REV
7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East STORMWATER MANAGEMENT PLAN
0 APPROVED FOR CONSTRUCTION 6.11.19 ;,��°°F�iNE��o .�'�; HUNTERSVILLE, N.C. 28078 Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM '%,�6' L S \Y" PHONE: [phone] O
NO DESCRIPTION DATE NO DESCRIPTION DATE ,,,,111111%x�, FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION
PROJECT #2018.31

CD
Q
L1J
0
00
3" SF9.5A ASPHALT PAVEMENT
OR CURRENT NCDOT DESIGNATION
ASPHALT PAVEMENT
4" COMPACTED ABC
Inch Elbows
Steamer hose connection
GEOFABRIC BY CONTRACTOR
and strainer
COMPACTED SUBGRADE
20f 24
/�/�/�/�/�/�/�/�/�
oot maxi rum 6 inch Riser
1Ofootor less inch
preferred or less .
STANDARD ASPHALT
PAVEMENT DETAIL
- - ' — - ¢T ^�'egeticfl to prevent Strainer cap
N. T.S.
= ero on Mnirrum with holes.
draught level Read and
Strainer. cotter "to
' 6-, 0- or *inch rrinlmum hold capon
8" D/A SCH 80 PIPE
pipe 2feet and allow
FILL WITH CONCRETE
- above easyremaval
D D o
bottom for cleaning.
a 5" 4000 PSI CONCRETE W/
Support rMy Maybe
p p° 114 REBAR ® 12" EACH WAY
Water level: of rrl y not be hinged for
CONTROL JOINTS @ 15' O.C.
'• a rninirlum necessary baclflushing
2feet aboveout=
Strainer
a 4
6" COMPACTED ABC
aIN
COMPACTED SUBGRADE
.. 1 1 -. rq+iIIY,..,..�. ..�...... .I
p
\
N
NOTE.•
,k
CONTRACTOR MAY CORE
CONCRETE PAVEMENT DETAIL
DRILL THROUGH EXISTING
N.T.S.
Some departmefltsprefer a
a SLAB OR PAVING
single 91�degree elbcwfor sirrplicity.
Use the arrangement that is best
fir.... for local conditions
a
_
a a
DR Y HYDRANT DETAIL
N.T.S. CONTRACTOR SHALL COORDINATE DRY HYDRANT
4" COMPACTED ABC
ACCEPTANCE PER DOUG STEELE, ASSISTANT FIRE
4" CONCRETE (TYP)
MARSHAL FOR MIDLAND 980-521-3573
DCSTEELE®CABARRUSCOUNTY. US
1. DRY HYDRANT SPECIFICATIONS & LOCATION
/\//\//\//\//\//\//\//\//\//\ COMPACTED SUBGRADE
2. POND
BOLLARD DETAIL
J. MIN.0 0' DRIVE AT DRY HYDRANT
NS
4. HEAT DETECTORS AND/OR SMOKE DETECTORS
IN BUILDING TIED TO A COMMERCIAL ALARM
GRAVEL DRIVE DETAIL
SYSTEM THAT NOTIFIED FIRE DEPARTMENT
N.T.S.
PAVING NOTES:
1. CONCRETE PAVEMENT SECTION: 5. GENERAL NOTES:
SEE DRY HYDRANT DETAIL
A. 5" 4000 PSI CONCRETE W/#4 REBAR A. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE
@ 12" O.C. WITH CONTROL JOINTS HIMSELF WITH THE EXISTING CONDITIONS BEFORE
cn
@ 15'-0" O.C. EACH WAY (TYPICAL) TO THE START OF WORK.
10'-0"
3 x3 x8" THICK CONC.
4'x3 THICK
Z 1 /8" X H/4 SAW CUT
v JOINT -FILL WITH
JOINT FILLER (SAW CUT
B. 6" AGGREGATE BASE COURSE (ABC) B. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, IN
C. OVER COMPACTED SUBGRADE CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED
x8"
PAD W/#5 12"
__
IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR
CONC. PAD W/15 ®12"
WITHIN 12 TO 24 HRS
2. EXECUTION OF WORK: SUBMITTING HIS BID.
EXISTING BOTTOM, E/W BOTTOM, E/W
PAVEMENT
m
OF POUR)
A. SUBGRADE PREPARATION: REMOVE LOOSE MATERIAL FROM THE C. ALL EXISTING DEMOLISHED PAVEMENT SHALL BE REMOVED
"' FIN FLR
SUBGRADE. SUBGRADE MUST BE COMPACTED IN 6" LIFTS BY THE CONTRACTOR AND DISPOSED OF ON SITE IN A
W8
2" CLR
AND COMPRESSED TO AT LEAST 959 OF THE STANDARD LOCATION TO BE DETERMINED BY THE OWNER.
x
PROCTOR MAXIMUM DRY DENSITY (ASTM D698) FOR D. THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY
AUTOMOBILE PARKING AND 1009 MODIFIED PROCTOR MAXIMUM
CONTROL, INCLUDING THE HORIZONTAL AND VERTICAL
/ \ \ \
DRY DENSITY (ASTM D 1557 FOR TRUCK AREAS). JUST PRIOR CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS
TO PLACING ASPHALT, MOISTEN SUBGRADE AS REQUIRED TO CONTROL AND PROVIDE ALL BENCHMARKS, STAKES, GRADES,
HANGING PIPE SUPPORT
2" 2"
CENTER REBAR CUT EVERY OTHER
PROVIDE A UNIFORM DAMPENED SURFACE AT THE TIME THE LEVELS, AND LINES NECESSARY FOR CONSTRUCTION.
ASPHALT IS PLACED. CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO
IN SLAB REBAR AT CENTERLINE
PREVENT DAMAGE AND MOVEMENT FROM EQUIPMENT WORKING
B. PROOF ROLLING -PROOF ROLL AREA OF PAVING WITH FOUR
AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION
// \
OF JOINT
PASSES OF A SINGLE AXLE HEAVY LOADED DUMP TRUCK, STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL
MINIMUM STATIC WEIGHT OF 20 TONS. IF THE SOILS RUT OWNER APPROVES THEIR REMOVAL. ANY STAKES THAT HAVE
OR PUMP UNDER THE WEIGHT OF THE TRUCK, THE AREAS ARE
/ \
TYPICAL CONTROL JOINT DETAIL
BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY
TO BE UNDERCUT TO A DEPTH AND HORIZONTAL EXTENT ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR
X,\\ j\ \
\/\\
NOT TO SCALE
DETERMINED BY A SOILS ENGINEER. UNDERCUT MATERIAL ENGAGES BY THE CONTRACTOR AT NO COST TO THE OWNER.
SHALL BE REPLACED WITH APPROVED FILL MATERIAL.
\/\ \/ \/\ \/ \/\
1/8" X T "/4 SAW CUT JOINT
FILL WITH JOINT SEALANT
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING E. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR
/\\//�//�j//�
1�-0�� (SAW CUT AFTER
A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY BEARING
CAPACITY AND THE RESULTS SHOULD BE SENT TO THE ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.
//�/�/�//�//�
CONCRETE CRACKS)
4
ENGINEER OF RECORD. THE CONTRACTOR SHALL BE F. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED
RESPONSIBLE FOR COORDINATING SCHEDULE SHALL BE SAWCUT.
\ \
3. MATERIALS AND STANDARDS: G. BURNING ON, OR NEAR THE JOB SITE WILL NOT BE
1
PERMITTED.
SECTIONAA
A. ALL MATERIALS AND STANDARDS PER NCDOT STANDARD H. UPON COMPLETION OF THE WORK, THE CONTRACTOR
SPECIFICATIONS.
1/2"0 SMOOTH BAR ® 36" OC
SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
DRYHYDRANTSCHEMATIC
GREASE ONE END
L
B. ALL SIDEWALKS SHALL BE FULL 4" THICK 4000 PSI RELATED MATERIAL AND DEBRIS.
N.T.S.
CONCRETE W/1 " DEEP GROOVE CONTROL JOINTS AT 6. JOINT CONSTRUCTION
INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION
JOINTS ADJACENT TO ALL RIGID STRUCTURES. EXPANSION A. ALL JOINTS SHALL BE SEALED WITH JOINT SEALER.
~ • •
JOINT SPACING SHALL NOT EXCEED JO'. B. SAWED JOINTS: FORM CONTRACTION JOINTS USING SAWS
C. ALL CURBING SHALL BE 4000 psi CONCRETE. EQUIPPED WITH DIAMOND RIMMED BLADES. CUT JOINTS
D. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED INTO CONCRETE PAVING AS SOON AS THE SURFACE WILL
NOT BE RAVELED OR OTHERWISE DAMAGED BY CUTTING
CENTER REBAR
E. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE AND LOCAL CODES ACTION. JOINTS MUST BE COMPLETED WITHIN 12 TO 24
IN SLAB
4. ACCESSIBLE PARKING: HOURS AFTER PAVING HAS BEEN PLACED.
A. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO C. EXPANSION (ISOLATION) JOINTS: PROVIDE EXPANSION
GREATER SLOPE THAN 1/4" PER FOOT ACROSS THE SPACE. JOINT TO ISOLATE FIXED OBJECTS ABUTTING OR WITHIN
TYPICAL PAVING CONSTRUCTION JOINT
B. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS THE PAVED AREA.
WITH A DROP OF TWO INCHES OR MORE. D. CONSTRUCTION JOINTS: ALL CONSTRUCTION JOINTS SHALL
SCALE: 1 1 2" = 1 �-O"
/
C. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) BE CUT AFTER THE CONCRETE HAS FULLY CRACKED.
SHALL BE 5.09 (1:20). THESE JOINTS SHALL BE CUT IN THE MANNER STATED
D. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED UNDER ITEM 2(SAWED JOINTS).
RESERVED PARKING SPACE SIGNS AS PRESCRIBED BY THE
NOTE TO INSTALLER
N.C.D.O.T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
ALL OWNER SAFETY GUIDELINES, AS WELL AS MANUFACTURER
AND APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-
SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS,
8, R7-8D 'PENALTY" SIGN AND HERE APPLICABLE, "VAN
AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA AND
ACCESSIBLE" SIGN.
OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS
DURING CONSTRUCTION.
931 Industrial Drive, Matthews, NC 28105 [phone]
�`�`'%,
PROJECT CODE
PROJECT NAME
SHOP AD D T 0 N
DWG. NO.
NC Firm License No. F-1101
www.perigoneng.com
Prepared with AutoCAD x2015 by
\�p�(°°FESS/pO //�''�
°��
_/��""� �- HARWOOD �
AUTOMOTM ''�-
110745
HARWOOD AUTOVOT VE - V DLAND, NC
/�
C-07
CURRENT PROJECT 110745
FILENAME:
#
�
LATHAM WALTERS
! t1 1 of U f
0:11
DWG. TITLE
PERIGvqN
CURRENT MISC DETAIL _
PLOT FACTOR: 1:1
SEAL o -
= 0 17646 0 —
°N�r�� �' ��{�r ��
N.C. CORP. LIC. C-1815
IN, SYSTEMS
REV
PREVIOUS PROJECT # N/A
SHEET SIZE: 36x24
°
II 19 ° ��
%'� o Q(o� o Q-,
16507-A NORTHCROSS DRIVE
TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE
7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East
0
APPROVED FOR CONSTRUCTION
6.11.19
%,c°°o,NGINV— ��';
°°°°°°
HUNTERSVILLE, N.C. 28078
Charlotte, NC 28227 Midland, NC 28107
SITE DETAILS
ENGINEER: M. LATHAM
DESIGNER: M. LATHAM
6 �.P'.``�
'��,, << S.
PHONE: [phone]
0
NO
DESCRIPTION
DATE
NO
DESCRIPTION
DATE
iii„ii,i���� ,�``
FAX: [phone]
ISSUE &
REVISION
PROJECT MANAGER: J. CARBON
PROJECT #2018.31