SW3190701_Planset_20190708

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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.
SHORINGTO
Know what's below■ 4) STANDARDSILL PART 1926ONG SUIBPART P,SHA OR ASENCHING 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.
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VICINITYMAP
X 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
G07
SITE DETAILS
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com �`��\\\A 11CAR �,��'" WE
Prepared with AutoCAD R2015 by :�p1°°FE°sS1 o /��� L HA WVOOo 1 10745 HARWOOD AUTOMOTIVE - MIDLAND, NC r
CURRENT PROJECT # 110745 FILENAME: "�� �A7[° A1�!I= ,�1Z TER = AUi0M07M C
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 P sEaL o = ENGJTN1�1E11�111�G JlN� euil_owc, s�rsT�nns
PERIUN PREVIOUS PROJECT N/A SHEET SIZE: 36x24 = 0 1 7646 0 DWG. TITLE
° N.C. CORP. LIC. C 181 5
# %'� o Q�/II/19 o ? 16507-A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWghw AU 4-27 E REV
0 APPROVED FOR CONSTRUCTION 6.11.19 %�� °°° F Ems°" `�'� HUNTERSVILLE, N.C. 28078 7427 Matthews —Mint Hill Rd. 3130 Highway 24-27 East COVER
�, C` '°°INE°°° Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM ''.,�'yF� �°°S°° �.P .��� PHONE: [phone] O
NO DESCRIPTION DATE NO DESCRIPTION DATE ,,,����I���,, FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION
PROJECT #201 8.31

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GR=530.74
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100 YEAR DEED 5524, PAGE 177
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BOUNDARY r J//// I' /l /ay // / SINGLE FAMILY RESIDENTIAL
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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 be 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.
PROVIDE A SMOOTH TRANSITION WHERE
PROPOSED WORK MEETS EXISTING
PARCEL PIN: 55446947330000
EDNA IRENE HELMS
DEED BOOK N/A, PAGE N/A
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
ZONE AEI ZONE X-
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FENCE TO BE REMOVED \
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PIN: 55446873590000
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/ �� � �6� / / GEORGE L. PLUMMER &
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DEMOLITION NOTES:
VICINITYMAP
N. T.S.
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.
Z 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/ITEMS TO BE DEMOLISHED
GRAPHIC SCALE
40 0 20 40 60 160
( IN FEET )
1 inch = 40 ft.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com `�`�`�N 11C00000, � L/
ao',�W�° -; NwxwOoa 110745 HARWOOD AUTOMOT\/E - M D�AND, NCPrepared with AutoCAE R2015 by ;�p�°°°FEsslp° �, /�qCURRENT PROJECT # 110745 FILENAME:j LATHAM WALTERS AUVOMOTII// C—O 1
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 o SEAL o = J�1�G11NEERING, INS eull_oTnT� sY�TErvTs DWG. TITLE
P E R I
8� 1 7646 o N.C. CORP. LIC. C-181 5
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 ;?' o pb/II/19 Q; 16507-A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMONE REV
0 APPROVED FOR CONSTRUCTION 6.11.19 ='� "° F ��o 'Z'� HUNTERSVILLE, N.C. 28078 7427 Matthews -Mint Hill Rd. 3130 Highway 24-1 East EXISTING CONDITIONS -DEMOLITION PLAN
ENGINEER: M. LATHAM DESIGNER: M. LATHAM 'r^yF`ISE°°�P�\\,. Charlotte, NC 28227 Midland, NC 2s1o7
/ �1�\`` FPHONE:(704) 2398684
NO DESCRIPTION DATE NO DESCRIPTION DATE 0
PROJECT MANAGER: J. LARSON ISSUE & REVISION
PROJECT #2018.31

00
GR=530.74
EX. R/W 30 C= i CB OUT=526.14 30 "C&G -
_ NC HIGHWAY 24-27
60' PUBLIC RIGHT OF WAY
1 MB 18, PG 94
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GR=530.72 BENCHMARK=NAIL IN
IN(A)=523.32 POWER POLE
GR=530.67 -�I IN(B)=523.52 ELEV. =529.596
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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 be 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.
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PAVEMENT
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100 YEAR �\ / ` \ DEED 5524, PAGE 177
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PARCEL PIN: 55445879790000 1 o �"� EX
MILES EDWARD LITTLE & \ T Z� EX GRAVEL ASPHALT g FENG s
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CAROL STACK LITTLE AREA �� �O ` d, �000/
DEED 9094, PAGE 14�,-
DEED 9705, PAGE 78
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\ PARCEL PIN: 55446873590000
6� GEORGE L. PLUMMER &
\ / 11�• SHIRLEY S. PLUMMER
DEED N/A, PAGE N/A
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LEGEND
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PROP. CONCRETE
SITE
VICINITYMAP
N.T.S.
PROP. ASPHALT PAVEMENT I
PROP. GRAVEL
e. EX. CONCRETE
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: f4.94 AC. IN TOTAL PARCEL
2. SITE ADDRESS: 3130 NC HWY 24-27
MIDLAND, NC 28107
CASARRUS COUNTY
J. PROPERTY ZONING. C 24127 (COMMERCIAL)
EXISTING USE. AUTOMOTIVE REPAIR GARAGE
PROPOSED USE: AUTOMOTIVE REPAIR GARAGE EXPANSION
4. SETBACKS:
FRONT SETBACK: 75'
5. TOTAL AREA OF BUILDING EXPANSION = 3990f 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 CONSTRUCTION IS FOR NEW BUILT -UPON AREA ONLY.
4. CLASS D BUFFER. 2 UNDERSTORY TREE & 18 SHRUBS/100 L.F.
GRAPHIC SCALE
20 40 6a
( IN FEET )
1 inch = 40 ft.
160
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com `�`�N 11C00000, � L/
Prepared with AutoCAD x2015 by ;�p��oFEss/p^ �'' � ��� �=-I- o� 110745 HARWOOD AUTOMOTIVE - MIDLAND, NC C-02
CURRENT PROJECT # 110745 FILENAME: j LATHAM
s
R CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 . SEAL o _ J���dNEERING INC �ull_oTnT� sY�TErvTs
P E G , ° 1 7646 ' DWG. TITLE
$ � N.C. CORP. LIC. C-1 81 5
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 II/19 �� 16507 A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE
o O6/ o �� 7427 Matthews -Mint Hill Rd. 3130 Highway 24-27 East REV
0 APPROVED FOR CONSTRUCTION 6.11.19 ? D0000 o INEE�°` �� HUNTERSVILLE, N.C. 28078 SITE &LANDSCAPE PLAN
ENGINEER: M. LATHAM DESIGNER: M. LATHAM ��..,.... �p���` Charlotte, NC 2s227 Midland, TYVC 2s1o7
����111��11` FAX: [phone]
NO DESCRIPTION DATE NO DESCRIPTION DATE << S° 0
PROJECT MANAGER: J. LARSON ISSUE & REVISION
PROJECT #2018.31

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00
GR=530.74
EX. R/W 30 C= i - - - - CB OUT=526.14 30 "C&G -
- NC HIGHWAY 24-27
60' PUBLIC RIGHT OF WAY
1 MB 18, PG 94
I
GR=530.72
IN(A)=523.32
GR=530.67 -�I IN(B)=523.52
y - L=526.67 �I IN(C)=523.32
EX. R, W - -� - - - - - -=10 RCP Ce - f$)-pus-521o2 _ N893726 E 160.00
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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 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 be 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.
jir�1
0M.
PARCEL PIN: 55445879790000 /
MILES EDWARD LITTLE &
CAROL STACK LITTLE /
DEED 9094, PAGE 14 /
DEED 9705, PAGE 78
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
ZONE AEI ZONE X
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EX. R/W - - - - - - - - - -
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BENCHMARK=NAI41N
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30'C&GMEX. _ 1N=524.14
DRIVEWAYOUT=523.99
ACCESS / \ ` J
FOR \ DETAh
l
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PARCEL PIN: 55446922730000
TRAVIS & MELISSA BLACK
DEED 5524, PAGE 177
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
PARCEL PIN: 55446947330000
EDNA IRENE HELMS
DEED BOOK N/A, PAGE N/A
EX. ZONING: SFR
SINGLE FAMILY RESIDENTIAL
Rr
z-
F G //
E / �\� /PARCEL PIN: 55446873590000
GEORGE L. PLUMMER &
/ 111 • / ( SHIRLEY S. PLUMMER
/ DEED N/A, PAGE N/A
EX. ZONING: SFR
645 / SINGLE FAMILY RESIDENTIAL
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GENERAL NOTES:
SITE
VICINITYMAP
N.T.S.
1. TOTAL SITE ACREAGE = t4.94 ACRES
2. TOTAL DISTURBED AREAS = t 1.08 ACRES
3. THE PLAN APPROVAL IS BASED UPON THE EXISTING
SITE CONDITIONS. ADDITIONAL MEASURES MAY BE
REQUIRED IF THE PROPOSED MEASURES CAN NOT
FUNCTION AS INTENDED.
CONSTR UCTION 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 IN
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.
Z 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 IN STRICT ACCORDANCE WITH
LOCAL AND/OR STATE STANDARDS.
2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION.
THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT
APPROPRIATE STAGES OF CONSTRUCTION.
J. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE
ADJUSTED IN THE FIELD BY THE CONTRACTOR BASED ON SITE CONDITIONS
AND INSPECTORS 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 IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF
THE CONSTRUCTION SEQUENCE INDICATED ON THE CONSTRUCTION
DOCUMENTS. ALL GRADED SLOPES SHALL BE SEEDED AND MULCHED
WITHIN 30 DAYS OF COMPLETION OF GRADING.
Z 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
20 40 6a 160
( IN FEET )
1 inch = 40 ft.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com `�`�`�\A 11CAR0'�,� /
Prepared with AutoCAD x2015 by ;�p�oFEss/p° �''I L� ��� �=-I-o� 110745 HARWOOD AUTOMOTIVE - MIDLAND, NC C-03
CURRENT PROJECT # 110745 FILENAME: j LATHA1l�
s
CURRENT MISC DETAIL PLOT FACTOR: 1:1 °SEAL o _ J���dNEERING INC ull_oTnT� sY�TErvTsPERI G , ° 1 7646 ° DWG. TITLE
$ ° N.C. CORP. LIC. C-1 81 5
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 II/19 Z� 16507 A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE
�� O6/ �� 7427 Matthews -Mint Hill Rd. 3130 Highway 2481 East EROSION CONTROL PLAN REV
0 APPROVED FOR CONSTRUCTION 6.11.19 ?' °°°FtiCINEE�° �: HUNTERSVILLE, N.C.zso7s e ''
ENGINEER: M. LATHAM DESIGNER: M. LATHAM %� z i L°°S °° �p��,� Charlotte, NC 2s227 Midland, NC 2s1o7
/ ,111L 11��11�`� FPHONE('704) 23 -43684
NO DESCRIPTION DATE NO DESCRIPTION DATE 1, 0
PROJECT MANAGER: J. LARSON ISSUE & REVISION
PROJECT #2018.31

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Q
0
W
00
MINIMUM PUBLIC
STREET
i
6" MINIMUM THICKNESS
-EXISTING FILTER FABRIC UNDER STONE
GROUND
50'
MINIMUM
O O O O O O O O O
12' pp pp 0000000000 0 PUBLIC
MIN. O O O O O O O O O STREET
/ O-O-O-O-O-O-O-O-O-
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 CONSTR UCTION ENTRANCE/EXIT
N. T.S.
WOVEN FILTER FABI
OR COIR MESH
(SEE NOTES BELOV
J
w
w
N
STEEL POSTS ONLY
FILTER FABRIC OR COIR MESH
w (SEE NOTES BELOW)
Z J
BACK —FILL TRENCH W/
c� COMPACTED SOIL
N N M
ANCHOR 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.
PERMANENT SEEDING SPECIFICATIONS — PS
LOW MAINTENANCE AREAS
TEMPORARY SEEDING SPECIFICATIONS — TS
STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS
DATES
TYPE
RATE
DATES TYPE RATE
AMENDMENTS
JAN. 1 — MAY 1 RYE (GRAIN) 120 LB/ACRE
2000 LB/ACRE GROUND
AUG. 25
— SEPT. 15 TALL FESCUE
100 LB ACRE
/
FEB. 15 — MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE
AGRICULTURAL LIME—
FEB. 15
— MAR. 21 SERICEA LESPEDEZA
30 LB/ACRE
STONE AND 750 LB/
KOBE LESPEDEZA
10 LB/ACRE
OR LOBE
ACRE OF 10-10-10
GENTLE SLOPES, AVERAGE SOILS
FERTILIZER
DATES TYPE RATE
AMENDMENTS
DATES
TYPE
RATE
MAY 1 — AUG. 15 GERMAN MILLET 40 LB/ACRE
2000 LB/ACRE GROUND
AUG. 25
— SEPT. 15 TALL FESCUE
80 LB/ACRE
AGRICULTURAL LIME—
STONE AND 0 LB/
FEB. 15
— MAR. 21 SERICEA LESPEDEZA
20 LB/ACRE
ACRE OF 10-1-10-10
KOBE LESPEDEZA
10 LB/ACRE
FERTILIZER
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 OVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
DATES
TYPE
IRATE -
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'
3.1
35'
4:1
45'
LONG SLOPES
15-25Z
50'
10-15X
80'
6-1OZ
125'
3-6%
200'
<3Z
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
<D( HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2: 1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
17 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
c=:.— ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:11
14 DAYS
I NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
SEEDING SCHEDULE & NOTES
MATERIAL FROM -
DITCH EXCAVATION
---I I--l'-2' BASE
NOTE.- SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION.
TEMPORAR Y DIVERSION DITCH DETAIL
N. T. S.
L = THE DISTANCE SUCH THAT POINTS
A & B ARE OF EQUAL ELEVATION
9" MIN.
ISOMETRIC VIEW
NOTES.-
1. TYPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES.
2. THE CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER,
EXCEPT WHERE SHOWN IN THE PLANS.
CLASS B STONE
FLOW
4' To 6' f
TYPICAL LONGITUDINAL SECTION
CHECK DAM 1. 5' MIN.
CLASS B STONE
orn r
:R CLOTH
TYPICAL CROSS SECTION
ROCK CHECK DAM DETAIL
N. T.S.
FES #
PIPE/SIZE
A
(ft)
B
(ft)
C
(ft)
THICKNESS
(in)
RIP —RAP
CLASS
1
15" RCP
4'
11,
1 o'
loll
A
RIP -RAP OUTLET DETAIL
N. T. S.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com ���` N CAR ��,� Prepared with AutoCAD x2015 by ��°°°°° °°° °WE a
110745HARWOOD AUTOMOT VE - M DBAND, NC
E S S / ° / L "� NA>R00CURRENT PROJECT # 110745 FILENAME: Z,�1T,HA111�-WALTERS n D ��� AUTOMOUVI 'C—O4
CURRENT MISC DETAIL PLOT FACTOR: 1:1 SEAL = JE 111�JE1E�111� � d� BUIL_O1NCr SYMS
PERIGA"ft DWG. TITLE
8 1 7646 e N.C. CORP. LIC. C-181 5
PREVIOUS PROJECT N/A SHEET SIZE: 36x24 - pb/II/19 �; TANDEM BUILDING SYSTEMS HARWOOD AUTOMONE REV
16507-A NORTHCROSS DRIVE
7427 Matthews —Mint Hill Rd. 3130 l d, 24 81 East EROSION CONTROL DETAILS
0 APPROVED FOR CONSTRUCTION 6.11.19 ?' °°°FtiCINE��°` �: HUNTERSVILLE, N.C. 2so7s Highway
ENGINEER: M. LATHAM DESIGNER: M. LATHAM , '*o.°°S °° Lp���� PHONE: [phone] Charlotte, NC 28227 Midland, NC 28107
NO DESCRIPTION DATE NO DESCRIPTION DATE FAX: [phone]
PROJECT MANAGER: J. LARSON ISSUE & REVISION
PROJECT #2018.31

C�
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DEWATERING PIPE ATTACHED
TO RISER, DETENTION BOX,
OR END OF SKIMMER AS ROPE ATTACHED
DESIGNED BY ENGINEER TO SKIMMER
SKIMMER SHALLOW PIT EXCAVATED
1 UNDER SKIMMER
EMBANKMENT
TO FORM BASIN
FABRIC —LINES
SPILLWAY.- SEE
o
DETAILS
2
m
x
BAFFLEIFOR
DETAILSCONSTR
ALTERNATIN
WEIRS
W
J
M
z
m
COIR MESH SAFFL
INFLOW FROM SIDES
(TYPICAL)
DIVERTED TO UPPER
END OF BASIN TO
PREVENT "SHORT
LARGE SEDIMENT
CIRCUITING"
STORAGE PROVIDED
IN UPPER END OF
ICI
BASIN
EXCAVATION TO
FORM BASIN
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�
FLOC
4'-0" MAX. SPACING
(TYPICAL)
i
�7�7-
6FRM
INLET ZONE 259
OF SURFACE AREA
INLET ZONE 257.
OF SURFACE AREA
INLET ZONE 259'
1,OF SURFACE AREA
'_�Cz F OUTLET ZONE 257.
OF SURFACE AREA
5' STEEL POST
FLOW
8" X 6" TRENCH
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
BAFFLE INSTALLATION DETAIL
N. T.S.
SKIMMER & BAFFLE DETAIL
N. T.S.
X
0
060� O�r�
o Fr rc,
I
0
I
N
A!]1 / Ae e'rl /n/ V
PERSPECTIVE VIEW
PVC END
CAP PVC ELBOW
PVC END CAP
PVC HOLES
PVC TEE 112" HOLES
IN UNDERSIDE
FLEXIBLE HOSE
END VIEW
PVC VENT
PIPE
SCHEDULE 40
PVC PIPE
VENT
"C" ENCLOSURE
.1;4TER ENTRY UNIT
PVC TEE
FRONT VIEW
FLEX HOSE (A) FAIRCLOTH SKIMMER
N. T.S.
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
BOTTOM SURFACE
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"
STRAPS SUSPENDING INLET
VLET SCREEN/DOOR
ORIFICE INSIDE (D)
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com ���` N CAR ��,�LWE
Prepared with AutoCAE R2015 by °°°° °°° ° _ 110745 HARWOO D AUTOMOTIVE - MIDLAND, NC
QO OF E S S / p ° / "� NAR00 q
CURRENT PROJECT # 110745 FILENAME: _ LA THAM- WALTERS � `o AU 0MOTIVE '�JC-04. 1
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL o = ENGINEERING, INC Bull_oiN� sY�TEnns
PERIGA"ft _ _ DWG. TITLE
o 1 7646 e N.C. CORP. LIC. C 1 81 5
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 - pb/II/19 ." �; TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
16507-A NORTHCROSS DRIVE
� � 7427 Matthews —Mint Hill Rd. 3130 l d, 24 81 East EROSION CONTROL DETAILS
0 APPROVED FOR CONSTRUCTION 6.11.19 ?' °°°FtiCINE�°` �: HUNTERSVILLE, N.C. 2so78 Highway
ENGINEER: M. LATHAM DESIGNER: M. LATHAM , '*o.°°S °° Lp���� PHONE: [phone] Charlotte, NC 2s227 Midland, NC 2s1o7
NO DESCRIPTION DATE NO DESCRIPTION DATE FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION
PROJECT #2018.31

I
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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 below. 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.
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EXISTING WOODED AREA USED FOR BUFFER
/
NC HWY 24-27
r�
3
SITE
VICINITYMAP
N.T.S.
GRAPHIC SCALE
20 a 10 20 40 so
( IN FEET )
1 inch = 20 ft.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com ```�\\N 11CAR L�'�''� LE7
Prepared with AutOCAD R2015 by ;`��°°°°°°°°I 000 '' 110745 HARW00D AUTOMOTIVE — MIDLAND, NC
o�ESs,o C-05
CURRENT PROJECT # 110745 FILENAME: e ° L
PERI" CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 — o SEAL o _ ENGINEERI Q INC. DWG. TITLE
1 7646 e N.C. CORP. LIC. C-1 815
PREVIOUS PROJECT # N/A SHEET SIZE: 36x24 S �� �9 ° �-Z TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
=� ° pO� ° Q 16507 A NORTHCROSS DRIVE GRADING PLAN
�'�°° F E�°° °�� HUNTERSVILLE, N.C. 28078 742� Matthews —Mint Hill Rd. 3130 Highway 24-27 East
0 APPROVED FOR CONSTRUCTION 6.11.19 C` °°°°AC►NE°°° Charlotte, INC 2s227 Midland, INC 2sTo�
ENGINEER: M. LATHAM DESIGNER: M. LATHAM NO DESCRIPTION DATE NO DESCRIPTION DATE '�yFLL S. �P`� PHONE: [phone]
PROJECT MANAGER: J. CARBON '/1ii,I„1111` FAX: [phone]
ISSUE & REVISION PROJECT #2018.31

C�
00
- PROPOSED BMP ACCESS
�I
l
` EX. CONCVRTE
EASEMENT
PROPOSED BMP ACCESS
I/
EX.
ASPHALT
EASEMENT
C)
\ PROP
VE
\
GRAVEL
,......
..
: .:. .. ......... .
IEX.
�
I
52 7
I
x EX. �NCE
x x Fx-x-x-x-x
J
lI
RIP -RAP
BERM
G
196 S.F.
SAND FILTER
2'X3' CONCRETE BOX
WATER QUALITY/DENTENTION PLAN VIEW
SCALE: I " = 20'
S
l x 528'�
�I
5' EMERGENCY Q I
SPILLWAY Q Z
m W
0
O W
OI
2I
i I
TRASH GRA TE
#4 WELDABLE
REBAR - 3" 0. C.
FINISHi-- - --- - -
JIB "x2" PLATE
N. T.S.
SAND FILTERS AND FOREBA YS TO BE SODDED
WITH WASHED SAND BASE BERMUDA SOD
PLACED DIRECTLY ON THE SAND
TOPSOIL (3" MIN)
l'-6" CLEAN
WASHED
"CONCRETE" SAND
WASHED STONE oa oO Oafl
a oOa
SEE DETAIL THIS SHEET � n �dn��
12 f
TYPICAL SECTION
N. T.S.
1/4"eJ18
vPR1E5
TRASH GRATE
#4 WELDABLE
REBAR - 3" 0. C.
(FINISHED PAINTED BLACK)
1/4"SHOP OR
2-12 FIELD WELD
r1 /2
L I < /
CONTINUOUS
EMBEDDED PLA TE
PC SUPPi lER' G
FIL TER FABRIC
PERFORA 7ED 6" P VC
PIPE GRA VEL UNDERDRAIN SYSTEM
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.
NOTES:
1. "CONCRETE" SAND REFERS TO SAND THAT IS
COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TO A SAND FILTER FACILITY
ARE TO BE STABILIZED PRIOR TO INSTALLA 77ON OF SAND.
3. UNDERDRAIN 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
N. T.S.
NOTE. -
CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE- CONS TRUC 77ON
MEE77NG PRIOR TO STARTING ANY WORK ON BMP. THIS MEE77NG SHOULD TAKE
PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUC77ON ON ANY BMP AND
SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE
PERFORMED AT KEY BMP INSTALLATION PHASES
CONSTRUCTION SEQUENCE FOR SAND FILTER:
1. CONSTRUCT BASIN AREA PER EROSION CONTROL PLAN FOR TEMPORARY USE
AS SKIMMER BASIN.
2. ONCE SITE IS 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
4. INSTALL ALL UNDERDRAIN DEVICES AND RISER PIPES FROM FOREBAY TO
SAND FIL TER.
5. INSTALL SAND IN FILTER AREA.
6. 7EST SAND INFIL IRA TION TO BE SURE IT MEETS REQUIREMENTS SPECIFIED.
Z INSTALL FILTER FABRIC, TOPSOIL, AND SOD.
8. HAVE BASIN AS -BUILT SENT TO THE ENGINEER FOR CERTIFICATION.
3'x2' DRAINAGE STRUCTURE
ELEV. 528.00
0
"WEIR ELEV 527.00
e 6"
,Q
BOTTOM OF BASIN
ILI
3'
15" RCP OUTLET
6" UNDERDRAIN
e
e
ELEV. 523.31
° e
e
. Q
o
FRONT ELEVATION
L6-
DETENTION BOX
N. T.S.
2 x3' DRAINAGE STRUCTURE
OF DAM 529.00
5' EMERGENCY TOP
c� SPILLWAY
#57 WASHED STONE ON 2' PROP. CLEANOU7S ELEV. = 528.50 7/// 5' EMERGENCY
HIGH CLASS B RIP -RAP BERM \ TOP OF 50 YR.-528.01 \ \ SPILLWAY ELEV. 528.50
.5' x 4.5' x 6"t TOP OF STRUCTURE - 528.00
CONCRETE OR APPROVED / /
TOP OF 25 YR.-527.89
EQUAL ANTI -SEEP COLLARS TOP OF 10 YR.-527.72 � // \/\
X` I I AI I I A, I FIL TER BED ELEV. 526.0
WEIR ELEV. 527.00
\\/ \\/ /\\\/ /\\\ \\\ /DEEP
�// \//� �// \//� �// \//� �// \//� \ SAND FILTER.
\ 6 PVC RDRAI �°
\ 62' - 15" RCP\/
/// 4 V. 526.00 t //�
GROUND ELE
ox\\
1.5 MIN. 2'
\\�/ i /// //\ \ / /\ / / \ / / \ // /\ \ // \/\ \ // \/ ,d. ..,.,.,:. ..;.' •:::.: .'.: :°: 6" UNDERDRAIN
�� \\ram//�\//�, �/�//�\//. �/ �i� /.//�\//. �/ , /i / �//\\�� ��/�� // \/\ \/ // \/\� : • : ` : :
62 L. F. 15 " RCP 9 0.50
4.5 15" RCP ELEV. 523.31 (WATERTIGHT JOINTS)
t 44 L.F. 6" PERFORATED UNDERDRAIN COLLECTION SYSTEM '
4 ROWS OF 3/4 DIAMETER HOLES ® 3" O.C.
,.. INV. ELEV. 523.00
: 40
3600psi CONCRETE DOWELL BOX INTO
CONCRETE ANCHOR
TYPICAL SAND FILTER PROFILE VIEW
T. S 1.5' MIN.
N. 6.
ANTI -SEEP COLLAR SECTION THROUGH POND OUTLET
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.
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com \\\A 11C o. , L/
Prepared with AutoCAD x2015 by �`�o���Ess;��°,'',- 110745 HARWOOD AUTOMOTIVE - MIDLAND, NC /�
CURRENT PROJECT # 110745 FILENAME: �'���� . LATHA� WALT.RS 'F AF1 wuroMo�ivr '�J C-06
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 o SEAL e = ENGINEERING, INC. E3UILDING SYSTEIVIs
PERIGA"ft PREVIOUS PROJECT N/A SHEET SIZE: 36x24 = 0 1 7646 0` DWG. TITLE
N.C. CORP. LIC. C-1 81 5
# %'� o p011l/19 0o Q; 16507-A NORTHCROSS DRIVE TANDEM BUILDING SYSTEMS HARWOOD AUTOMOTVE REV
0 APPROVED FOR CONSTRUCTION 6.11.19 ='� ` F Edo 'Z'� HLINTERSVILLE, N.C. 28078 7427 Matthews -Mint Hill Rd. 3130 Highway 24-1 East STORMWATER MANAGEMENT PLAN
�, �` ^.,MCINE, � �� Charlotte, NC 28227 Midland, NC 28107
ENGINEER: M. LATHAM DESIGNER: M. LATHAM ''.,�hF� o. S � PHONE: [phone] O
NO DESCRIPTION DATE NO DESCRIPTION DATE ,,1111111%�,, FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION
PROJECT #2018.31

C5)
Q
W
00
a ins: h EIbo�w,
Stearrier ho::e c u n n e tirJn
and strainer
20fo�ot rn)Arrurrl 24 a ins: h Ri::er
1Ofootor le _: inch
preferred or Iess ..
= Vegetation W prevenI
erosion
11 1 i-ins: h
Pit'I- pipe
. .
...................................................................
Sorne departrrr_.nts prefer a
snide 90-degree elbowfor sinlpdicity.
Use the arrangerrpnt that is best
r4 for local conditions
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.
Strainer cap
Ninirnurn
with hole&
dro luglI level
Rod ,end
Strainer:
cotter keys to
rrinirrurrl
hold cap on
2feet
and allow
above
ea: V removal
bottom
for cleaning.
Support may
Nlay be
ti1ti1ater IeveI: or rmy not be hinged for
rrinirnurn necessary baoalushinB
2feet above
strainer
DRYHYDRANT DETAIL
N. T. S.
SECTIONAA
DR Y HYDRANT SCHEMATIC
N. T. S.
CONTRACTOR SHALL COORDINATE DRY HYDRANT
ACCEPTANCE PER DOUG STEELE, ASSISTANT FIRE
MARSHAL FOR MIDLAND 980-521-3573
DCSTEELE@CABARRUSCOUNTY. US
1. DRY HYDRANT SPECIFICATIONS & LOCATION
2. POND CERTIFICATION
J. MIN. 20' DRIVE AT DRY HYDRANT
4. HEAT DETECTORS AND/OR SMOKE DETECTORS
IN BUILDING TIED TO A COMMERCIAL ALARM
SYSTEM THAT NOTIFIED FIRE DEPARTMENT
PORT
BOLLARD DETAIL
N. T. S.
(N
Z 1/8" X H/4 SAW CUT
Y
U
m
N
CENTER REBAR 2'2' CUT EVERY OTHER
IN SLAB REBAR AT CENTERLINE
OF JOINT
TYPICAL CONTROL JOINT DETAIL
30 PIPE
NCRETE
TOR MAY CORE
HROUGH EXISTING
R PAVING
FIN FLR
2" CLR
CENTER REBAR
IN SLAB
NOT TO SCALE
JOINT -FILL WITH
JOINT FILLER (SAW CUT
WITHIN 12 TO 24 HRS
OF POUR)
1 /8" X T "/4 SAW CUT JOINT
FILL WITH JOINT SEALANT
(SAW CUT AFTER
4CONCRETE CRACKS)
1 /2" 0 SMOOTH BAR @ 36" OC
GREASE ONE END
TYPICAL PAVING CONSTRUCTION JOINT
SCALE: 1 1/2" = V-0"
STANDARD ASPHALT
PAVEMENT DETAIL
N. T. S.
CONCRETE PAVEMENT DETAIL
N. T. S.
GRAVEL DRIVE DETAIL
N.T.S.
PAVING NOTES:
1. CONCRETE PAVEMENT SECTION. -
A.
5" 4000 PSI CONCRETE w/#4 REBAR
@ 12" O.C. WITH CONTROL JOINTS
@ 15'-0" O.C. EACH WAY (TYPICAL)
B. 6" AGGREGATE BASE COURSE (ABC)
C. OVER COMPACTED SUBGRADE
2. EXECUTION OF WORK. -
A.
SUBGRADE PREPARATION. REMOVE LOOSE MATERIAL FROM THE
SUBGRADE. SUBGRADE MUST BE COMPACTED IN 6" LIFTS
AND COMPRESSED TO AT LEAST 95% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D698) FOR
AUTOMOBILE PARKING AND 1009 MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D 1557 FOR TRUCK AREAS). JUST PRIOR
TO PLACING ASPHALT, MOISTEN SUBGRADE AS REQUIRED TO
PROVIDE A UNIFORM DAMPENED SURFACE AT THE TIME THE
ASPHALT IS PLACED.
B. PROOF ROLLING — PROOF ROLL AREA OF PAVING WITH FOUR
PASSES OF A SINGLE AXLE HEAVY LOADED DUMP TRUCK,
MINIMUM STATIC WEIGHT OF 20 TONS. IF THE SOILS RUT
OR PUMP UNDER THE WEIGHT OF THE TRUCK, THE AREAS ARE
TO BE UNDERCUT TO A DEPTH AND HORIZONTAL EXTENT
DETERMINED BY A SOILS ENGINEER. UNDERCUT MATERIAL
SHALL BE REPLACED WITH APPROVED FILL MATERIAL.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY BEARING
CAPACITY AND THE RESULTS SHOULD BE SENT TO THE
ENGINEER OF RECORD. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING SCHEDULE
J. MATERIALS AND STANDARDS.
A. ALL MATERIALS AND STANDARDS PER NCDOT STANDARD
SPECIFICATIONS.
B. ALL SIDEWALKS SHALL BE FULL 4" THICK 4000 PSI
CONCRETE W/1 " DEEP GROOVE CONTROL JOINTS AT
INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION
JOINTS ADJACENT TO ALL RIGID STRUCTURES. EXPANSION
JOINT SPACING SHALL NOT EXCEED JO'.
C. ALL CURBING SHALL BE 4000 psi CONCRETE.
D. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED
E. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE AND LOCAL CODES
4. ACCESSIBLE PARKING:
A. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO
GREATER SLOPE THAN 1/4" PER FOOT ACROSS THE SPACE.
B. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS
WITH A DROP OF TWO INCHES OR MORE.
C. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK)
SHALL BE 5.07 (1:20).
D. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED
RESERVED PARKING SPACE SIGNS AS PRESCRIBED BY THE
N. C. D. 0. T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
AND APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-
8, R7-8D 'PENALTY" SIGN AND HERE APPLICABLE, "VAN
ACCESSIBLE" SIGN.
3" SF9.5A ASPHALT PAVEMENT
OR CURRENT NCDOT DESIGNATION
ASPHALT PAVEMENT
4" COMPACTED ABC
GEOFABRIC BY CONTRACTOR
COMPACTED SUBGRADE
5" 4000 PSI CONCRETE W/
#4 REBAR @ 12" EACH WAY
CONTROL JOINTS @ 15' O.C.
6" COMPACTED ABC
COMPACTED SUBGRADE
4" COMPACTED ABC
COMPACTED SUBGRADE
5. GENERAL NOTES. -
A.
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE
HIMSELF WITH THE EXISTING CONDITIONS BEFORE
TO THE START OF WORK.
B. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, IN
CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR
SUBMITTING HIS BID.
C. ALL EXISTING DEMOLISHED PAVEMENT SHALL BE REMOVED
BY THE CONTRACTOR AND DISPOSED OF ON SITE IN A
LOCATION TO BE DETERMINED BY THE OWNER.
D. THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY
CONTROL, INCLUDING THE HORIZONTAL AND VERTICAL
CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS
CONTROL AND PROVIDE ALL BENCHMARKS, STAKES, GRADES,
LEVELS, AND LINES NECESSARY FOR CONSTRUCTION.
CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO
PREVENT DAMAGE AND MOVEMENT FROM EQUIPMENT WORKING
AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION
STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL
OWNER APPROVES THEIR REMOVAL. ANY STAKES THAT HAVE
BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY
ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR
ENGAGES BY THE CONTRACTOR AT NO COST TO THE OWNER.
E. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.
F. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED
SHALL BE SAWCUT.
G. BURNING ON, OR NEAR THE JOB SITE WILL NOT BE
PERMITTED.
H. UPON COMPLETION OF THE WORK, THE CONTRACTOR
SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL AND DEBRIS.
6. JOINT CONSTRUCTION
A. ALL JOINTS SHALL BE SEALED WITH JOINT SEALER.
B. SAWED JOINTS. FORM CONTRACTION JOINTS USING SAWS
EQUIPPED WITH DIAMOND RIMMED BLADES. CUT JOINTS
INTO CONCRETE PAVING AS SOON AS THE SURFACE WILL
NOT BE RAVELED OR OTHERWISE DAMAGED BY CUTTING
ACTION. JOINTS MUST BE COMPLETED WITHIN 12 TO 24
HOURS AFTER PAVING HAS BEEN PLACED.
C. EXPANSION (ISOLATION) JOINTS. PROVIDE EXPANSION
JOINT TO ISOLATE FIXED OBJECTS ABUTTING OR WITHIN
THE PAVED AREA.
D. CONSTRUCTION JOINTS. ALL CONSTRUCTION JOINTS SHALL
BE CUT AFTER THE CONCRETE HAS FULLY CRACKED.
THESE JOINTS SHALL BE CUT IN THE MANNER STATED
UNDER ITEM 2(SAWED JOINTS).
931 Industrial Drive, Matthews, NC 28105 [phone] PROJECT CODE PROJECT NAME SHOP ADDITION DWG. NO.
NC Firm License No. F-1101 www.perigoneng.com `��\ N CAR ��'' LWE 110745
Prepared with AutoCAD x2015 by °°°°°°°°°'° O —� MARM/h00 r
CURRENT PROJECT # 110745 FILENAME: pe�oFEpsi°° i�1TA=SAT �co AU�MOU� HARWOOD AUTOMOTIVE - MIDLAND, NC C_07
CURRENT MISC DETAIL _ PLOT FACTOR: 1:1 SEAL o = E.NGINJEIER,ING, INC Bull_oiN� sY�TEnns
PERIGA"ft _ _ DWG. TITLE
o 17646 e N.C. CORP. LIC. C 1 81 5
PREVIOUS PROJECT N/A SHEET SIZE: 36x24 - pb/II/19 °" �; TANDEM BUILDING SYSTEMS HARWOOD AUTOMONE REV
16507 A NORTHCROSS DRIVE
7427 Matthews —Mint Hill Rd. 3130 l d, 24 81 East SITE DETAILS
0 APPROVED FOR CONSTRUCTION 6.11.19 ?' °°°FtiCINE��°` �: HUNTERSVILLE, N.C. 28078 Highway
ENGINEER: M. LATHAM DESIGNER: M. LATHAM �''.�hF� �°°S °° Lp�`�� PHONE: [phone] Charlotte, NC 2s227 Midland, NC 2s1o7
NO DESCRIPTION DATE NO DESCRIPTION DATE FAX: [phone]
PROJECT MANAGER: J. CARBON ISSUE & REVISION
PROJECT #2018.31