NCC192173_ESC Approval Submitted_20191015

1
DRAWING INDEX
2
3 4 1 5
Dewberry
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GENERAL
TO.01 COVER SHEET
CIVIL
CO.01 GENERAL NOTES
C2.00 EXISTING CONDITIONS AND PHASE I E&SC PLAN
C2.01 PHASE 1 — DEMOLITION PLAN
C2.02 PHASE 2 — DEMOLITION PLAN
C3.01 PHASE 1 — SITE AND GRADING PLAN
C3.02 PHASE 2 — SITE AND GRADING PLAN
C3.10 PHASE 2 — EROSION AND SEDIMENT CONTROL PLAN
C4.01 STORM SEWER PROFILES
C5.01 DETAILS
C5.02 DETAILS
ZONING, FLOODPLAIN & WATERSHED INFORMATION
ZONED: GENERAL INDUSTRIAL (1-2)
PERMITTED USE: INDUSTRIAL
NUMBER OF UNITS: ONE (1)
OPEN SPACE: YES
SETBACK:
FRONT:
20 ft
REAR:
10 ft
SIDE:
0 ft
PARKING REQUIRED:
3600 SF OFFICE x 1 SPACE/400 SF = 9
SPACES
53,550
SF WAREHOUSE x 1 SPACE/4,000
SF = 14 SPACES
TOTAL
SPACES REQUIRED = 9 SPACES +
14 SPACES = 23 SPACES (1 ADA VAN)
PARKING PROVIDED:
TOTAL
EXISTING SPACES PROVIDED = 27
SPACES (1 ADA VAN)
SITE LOCATION
ETJ AREA: CITY OF CHARLOTTE
CHARLOTTE HISTORIC DISTRICT: NO
CHARLOTTE 6/30/11 ANNEXATION AREA: NO
CENSUS TRACT #: 39.03
WATER QUALITY BUFFERS
PARCEL INSIDE WATER QUALITY BUFFER: YES (BUFFER IS OUTSIDE OF PROJECT LOD)
POST CONSTRUCTION DISTRICTS
JURISDICTION:
DISTRICT:
FEMA AND COMMUNITY FLOODPLAIN
FEMA PANEL #:
FEMA PANEL DATE:
FEMA FLOOD ZONE:
COMMUNITY FLOOD ZONE:
WATERSHED PROTECTION DISTRICTS
WATERSHED NAME:
BUILT UPON AREA:
SITE ACREAGE:
EXISTING BUA (PRIOR TO PCCO):
PROPOSED NEW BUA:
BUA:
CITY OF CHARLOTTE
CENTRAL CATAWBA
3710452400K
09/02/2015
ZONE X (OUTSIDE 100 YEAR FLOOD PLAIN /FLOOWAY ZONE AE)
NO
SUGAR
14.58 AC (634,956 SF)
2.81 AC (122,514.93 SF)
3.92 AC (170,554.13 SF)
3.92 AC/(14.58 AC — 2.81 AC) = 33.31
PROJECT/ BUILDING INFORMATION:
SCOPE OF WORK:
OCCUPANT LOAD:
CONSTRUCTION TYPE:
FLOOR AREA:
FIRE SUPPRESSION:
PAVING AND STORMWATER
IMPROVEMENTS
N/A
N/A
N/A
N/A
BUILDING OCCUPANCY USE GROUP:
SEPARATED MIXED USE:
GROSS BUILDING AREA:
WORK AREA:
FIRE ALARMS:
N/A
N/A
N/A
154,000 SF
N/A
001 MORRIS FIELD DRIVE
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
PAVING AND STORMWATER IMPROVEMENTS
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LOCATION MAP
CONTACTS
OWNER:
RLF II East, LLC
Sean Mays — Director, Property
Management
201 West St.
Annapolis, MD 21401
PH. [phone]
FAX [phone]
[e-mail]
SCALE: NTS
ENGINEER:
Dewberry Engineers Inc.
Taylor Kirk, P.E.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
PH. [phone]
FAX [phone]
[e-mail]
SUBMITTAL
SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
■ APPROVAL ❑ REVISION
❑ BIDDING ❑ RECORD
VICINITY MAP
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08/20/19
TRK
EPM COMMENTS
1
07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY JGL
APPROVED BY TRK
CHECKED BY TRK
DATE APRIL 24, 2019
TITLE
COVER SHEET
PROJECT NO. 50112699
T0001

1 2 3 4 5
LEGEND
GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES
Dewberry
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1. THE DISTURBANCE AREA FOR THIS PROJECT IS APPROXIMATELY 154,000 SF (3.54 AC).
THE PROPOSED IMPROVEMENTS WILL PRODUCE A NET IMPERVIOUS AREA OF
APPROXIMATELY 19,910 SF (0.46 AC). THIS PROJECT ALSO INCLUDES THE PERMITTING
OF PREVIOUSLY CONSTRUCTED IMPROVEMENTS ON SITE, THAT WERE NOT PERMITTED
PRIOR TO CONSTRUCTION. THE PREVIOUSLY CONSTRUCTED IMPROVEMENTS WILL PRODUCE
A NET IMPERVIOUS AREA OF APPROXIMATELY 150,664 SF (3.46 AC). THE TOTAL
IMPROVEMENTS FOR THIS PROJECT WILL PRODUCE A NET IMPERVIOUS AREA OF
APPROXIMATELY 170,554 SF (3.92 AC).
2. BASE DATA AND SURVEY PROVIDED BY DEWBERRY ENGINEERS INC. DATED MARCH, 2019.
3. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING
UNDERGROUND FACILITIES AT, OR CONTIGUOUS TO, THE SITE IS BASED ON INFORMATION
AND DATA FURNISHED TO THE ENGINEER BY TAYLOR, WISEMAN, AND TAYLOR. THE
CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL
SUCH INFORMATION AND DATA (PRIOR TO CONSTRUCTION) FOR LOCATING ALL
UNDERGROUND FACILITIES SHOWN OR INDICATED; FOR COORDINATION OF THE WORK WITH
THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION; AND FOR THE
SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK; ALL OF WHICH WILL BE
AT NO ADDITIONAL COST TO THE OWNER.
4. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, FENCES, ETC., THE
CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT
STRUCTURES FROM DAMAGE. THE CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF
ALL BUILDINGS, WALLS, AND STRUCTURES. REPLACEMENT OF DAMAGED STRUCTURES
SHALL BE AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER.
6. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK
ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY
APPROXIMATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL
UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
7. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION
DOCUMENTS.
8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY
CROSSINGS.
9. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS.
10. MATERIAL LAYDOWN AND STORAGE SHALL BE WITHIN PROJECT AREA.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT
PROPERTIES BEYOND WHAT IS SHOWN. WHEN FIELD CONDITIONS WARRANT OFF -SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
12. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SPOIL MATERIAL PRIOR
TO DEMOBILIZATION.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS FROM GOVERNMENT AGENCIES.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS
SUBJECT TO FINE.
3. INSTALL SILT FENCE, INLET PROTECTION, DIVERSION DITCHES, SEDIMENT BASIN AND
OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES
THE GRADING PERMIT AND DEMOLITION, CLEARING, AND GRUBBING MAY BEGIN.
5. BEGIN GRADING AND PAVING OPERATIONS.
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF
AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE
MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL (MCLDS).
1. ALL "STD" NUMBERS REFER TO THE MECKLENBURG COUNTY LAND
DEVELOPMENT STANDARDS MANUAL AND THE NCDOT STANDARDS APPROVED FOR
USE IN THE TOWN OF DAVIDSON AND MECKLENBURG COUNTY.
2. ON SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM
THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO
A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.
REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
6. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
II) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY A REPRESENTATIVE OF THE COUNTY.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING [MCLDS #30.16]. SOILS ENGINEER
TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES BEYOND WHAT IS SHOWN. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
10. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT
REQUIREMENTS IN THE BMP DESIGN MANUAL.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
CHANNEL IN AND UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE
CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND
OTHER ACCUMULATIONS.
12. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THOSE SET FORTH IN
THE STATE OF NORTH CAROLINA EROSION CONTROL PLANNING AND DESIGN
MANUAL, COUNTY ORDINANCE, OR THE MOST RESTRICTIVE OF ANY STANDARDS
THAT CONFLICT.
13. THE ANGLE OF THE GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED SHALL, WITHIN 5 WORKING DAYS OF COMPLETION OF
ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND
COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
14. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7
DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS 1/2 INCH.
DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS
NECESSARY.
15. AFTER CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED, REMOVE ALL
TEMPORARY MEASURES AND PERMANENTLY VEGETATE ALL REMAINING DISTURBED
AREAS THAT WERE COVERED BY TEMPORARY MEASURES.
16. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND
SUSPENDED SOLIDS WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE, OR
BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN
WATER. PAM IS NOT REQUIRED WHEN ANY OF THE ABOVE IS BEING PUMPED
TO AN APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY MUST BE INSPECTED
AND APPROVED BY THE MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
17. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR
OTHER SURFACE WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. OR
OTHER WATER QUALITY BUFFERS. HIGH HAZARD SILT FENCE WITH WIRE
BACKING AND WASHED STONE WILL BE INSTALLED AS DETERMINED NECESSARY
BY THE COUNTY ENGINEER OR FIELD INSPECTOR.
18. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE
EDGE OF DRAINAGE FEATURES SUCH AS INTERMITTENT AND PERENNIAL
STREAMS, PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR
REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY COUNTY
STAFF.
19. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE LUESA WATER
QUALITY INSPECTOR AT LEAST 48 HOURS IN ADVANCE TO STARTING
CONSTRUCTION ON ANY BMP.
- -745- - EXISTING MAJOR CONTOURS
----743--- EXISTING MINOR CONTOURS
- - EXISTING PROPERTY LINE
- - - SD - EXISTING STORM SEWER LINE
- - - UGE- EXISTING UNDERGROUND ELECTRICAL LINE
EXISTING FENCE
, , EXISTING UNDERGROUND WATER LINE
SS EXISTING SANITARY SEWER PIPING
EXISTING SANITARY SEWER EASEMENT
EXISTING WATER QUALITY BUFFERS
EXISTING STREAM CENTERLINE
EXISTING TREE LINE
EXISTING 100' BUFFER
EXISTING SANITARY SEWER MANHOLE
27
EXISTING PARKING COUNT
OO
EXISTING BOLLARD
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
EXISTING BUILDING
EXISTING GRAVEL AREA
PROPOSED PHASE 1 HEAVY DUTY
ASPHALT PAVEMENT
PROPOSED PHASE 2 HEAVY DUTY
ASPHALT PAVEMENT
PROPOSED PHASE 1 STANDARD
ASPHALT PAVEMENT
'
PROPOSED PHASE 2 CONCRETE GEAR PAD
PROPOSED REMOVAL OF EXISTING GRAVEL
PROPOSED CLEARING AND GRUBBING
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PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
IP
PROPOSED INLET PROTECTION
OP
PROPOSED OUTLET PROTECTION
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PROPOSED TEMPORARY SEEDING
PROPOSED PERMANENT SEEDING
X SF
PROPOSED SILT FENCE
0
PROPOSED TEMPORARY CONSTRUCTION SAFETY FENCE
PROPOSED HIGH HAZARD SILT FENCE
735 PROPOSED MAJOR CONTOUR
734 PROPOSED MINOR CONTOUR
PROPOSED LIMITS OF DISTURBANCE
OO PROPOSED BOLLARD REPLACEMENT
PROPOSED STORM PIPING
Fill PROPOSED DETENTION BASIN OUTLET CONTROL STRUCTURE
F0_1 PROPOSED CATCH BASIN
------- PROPOSED DITCH CENTERLINE
- - - - - - PROPOSED DETENTION POND
x SP 798.50 (EX) PROPOSED SPOT ELEVATION TO MATCH EXISTING
x SP 798.50 PROPOSED SPOT ELEVATION
PROPOSED
GRAVEL/RIP
RAP APRON
PROPOSED
FLARED END
SECTION
PROPOSED WATTLE
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY JGL
APPROVED BY
CHECKED BY
DATE
TITLE
TRK
TRK
APRIL 24, 2019
GENERAL
NOTES
PROJECT NO. 50112699

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1. SEE SHEET C0.01 FOR CONSTRUCTION SEQUENCE. CONTRACTOR SHALL INSTALL ALL \ _-- / / - '
,
PHASE I EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBING ACTIVITIES. \__---_____ __-- — _ `-` ---"- / \ / '
2. ALL EXISTING UTILITIES SHALL BE PROTECTED THROUGHOUT CONSTRUCTION `"---"\ // \
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UNLESS OTHERWISE NOTED ON THE PLANS. _- """"__---"- ---- \\ __-- // 1 / - _/ \
3. THE REMOVAL OF AN EXISTING TEMPORARY PLASTIC WALKWAY IS THE ONLY WORK I __ _" -- \\ '`( __----' �/ /I /,'' \ I/ /
ALLOWED IN THE CLASS A BUFFER AT ANY TIME THROUGHOUT CONSTRUCTION. / '' \`\ \\ __ __- \ // /' / HARGROVE PROPERTY LLC \ ' \ /I /
I // I /1 --,_\ \\ \1 \ — — / j// / ' ,/' \ ,I' D.B. 17009 PG 844 I \ I ,/ ,\
4. PRIOR TO THE MOST RECENT SALE OF THE PARCEL, AN AREA OF THE SITE WAS / / ,'' \\ `\\ ) \------- \, "__---- __-- // PARCEL ID: 11712532 ; I \\ \
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CHARLOTTE FOR APPROPRIATE PERMITS. THE PERMITTING FOR THIS WORK IS ; / / '
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DISTURBANCE DURING CONSTRUCTION. \ / / \ \ ' / /
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6. THE INTENT OF THIS DESIGN IS TO UTILIZE SILT FENCE AND HIGH HAZARD SILT FENCE 1 \' ` ; - D.B. 30523 PG 743 / -� / /�-- '
------- ------ PARCEL ID: 11712531A I '
TO TREAT EROSION CONTROL. ALL SILT FENCE HAS BEEN CHECKED TO VERIFY THAT I / BIN WB4101 LLC I %� I //\ I' /',', ,I
SILT FENCE. 4 DISTURBED DRAINAGE AREA IS DRAINING TO 100 LF OF i \ \ /' II 11 'I \ I ,\ --i I I /,, ,/ '- /' /
NO MORE THAN -ACRE OF D D.B. 33216 PG 512 /
/ /------------- PARCEL ID: 11711109------ \ I 1 I / \I, ' =ice,-''- //
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Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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JGL
EPM COMMENTS
No.
DATE
BY
I Description
DRAWN BY JGL
APPROVED BY TRK
CHECKED BY TRK
DATE APRIL 24, 2019
TITLE
EXISTING
CONDITIONS AND
PHASE 1
E&SC PLAN
PROJECT NO. 50112699
C2.
00

1 2 3 4 5
GENERAL NOTES:
1. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF FIELD
CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS.
--------------
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CONTRACTOR SHALL PROTECT
EXISTING METAL TRAILER
THROUGHOUT CONSTRUCTION
--------------' / �l-------------- '-='" CONTRACTOR SHALL CLEAR
CONTRACTOR SHALL PROTECT \ - -, -- 1 1 __ __, \ % - -/- _ -/ --� �- --_ \\ \
-'-------- - __ _ _ ______ _ - _ - ----- _ -_-_- _ A - __
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EXISTING ELECTRICAL LINE _ - - ONTRACTOR S EMOV /� -- ---- - - 340 SF OF EXISTING ' N1430065.033
---- >1-- ----- CONTRACTOR SHALL PROTECT EXISTING --_C HALL R E ' ' ' ' ------------------------ - E3 ;�� \ \ \
` AND GRUB APPROXIMATELY 54 /
-------------
THROUGHOUT CONSTRUCTION __ ---- r---------- '/'/'/ , ------_r _ \\\ \ \ \
G REA
--- `--------- APPROXIMATELY 4 50 SF O----------------------
_-[CO\ \ \
------_ ----------- -- ---- -----N 541651.42 -- -----EL THROUGHOUT \ ,-- ------ -- ---- / / ------- /
ECTRICAL LINE 5
----- ---- -- ------ ----------- ---\ ,_-------- -- -- EXISTING GRAVEL /� _ T /
_ ------NSTRUCTION ____--_____-_ -- _ N 14 007 .3 I \
- --- -- --E1429529.64------------ _--------------
-_-__---------------- X----------- � \ _ _ _ --
N I E 1430070.381
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------------ 541645.12 _ --__ --__---------- - - / / / / __ _ <- / I I I ,III 1 I \
-- ---� - -_ --------------- '/ / / / -- -- ---- , I X- I I IIII
------ -- I _ \\ N 541599.07 / \\ �� --------- _ \\\ .\;, I
- ------ E 1429530 97 I I /
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N 541673.44_j
E 1429496.50
CONTRACTOR SHALL EXCAVATE AND HAUL
APPROXIMATELY 530 CY OF EXISTING SOIL
TO FACILITATE PAVING OPERATIONS
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CONTRACTOR SHALL COORDINATE
RELOCATION OF EXISTING PALLET TRASH ; \\
PILE WITH OWNER PRIOR TO CONSTRUCTION .
CONTRACTOR SHALL PROTECT o
EXISTING BUILDING AND STEPS
THROUGHOUT CONSTRUCTION
BUILDING
FF-741.24
CONTRACTOR SHALL COORDINATE
ELOCATION OF EXISTING LUMBER STACK
WITH OWNER PRIOR TO CONSTRUCTION
CONTRACTOR SHALL COORDINATE
RELOCATION OF EXISTING PLASTIC
PATHWAY WITH OWNER PRIOR TO
CONSTRUCTION
CONTRACTOR SHALL PROTECT
EXISTING CONCRETE RAMPS
THROUGHOUT CONSTRUCTION
CONTRACTOR SHALL REMOVE,
PROTECT, AND REPLACE EXISTING
BOLLARDS (TYP.-9)
PAVED LOADING
AREA
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\ -- -- -- ---- -- N 541586.88 -- ,!,'� cu IDQ E 1430063.1211 1 I
E WITH ARB E 1429582.73' -----'I'I'I'I1 IIiIIIII /
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MET A - >C- - - \s ' ^p DD DQ . N 541291.07 /
\ ) DQ ) - - -� E 1430063.76
\ A of I I \ p ��' /
CONTRACTOR SHALL REMOVE p 541337.34 I I ,IIIIII , I I, I l i i
w AND REPLACE APPROXIMATELY �D E 1430056.65 . ;
J �' o R � -�, �s�� 1,590 SF OF EXISTING GRAVEL � / I D � I , CONTRACTOR SHALL REMOVE I y
\ FT RA APPROXIMATELY 2,050 SF OF /
-_ N 541468.44 DQ
' v � ./' ' I I EXISTING GRAVEL
a N 541540.75 `� �_ N 541477.38 E 1429775.70
� E 1429662.59
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TR NS •, ON v '✓ LIMITS OF DISTURBANCE (T`�P4-.__
DQ �� D 7 1430042.47 / 1
�(LOD AREA = 154,000 SF / 3.54:AG) N - 11251.46 Dp ; �; l l �;
T [ N 541545.79 DQ N 541260.67
\ _ _ � � .v. D � E 1430004.09 C ,
_ DQ p 3�-- U�'-( )(� ; E 1430032.16
%E 1429572.54 CONTRACTOR SHALL PROTECT �j / ��
EXISTING ELECTRICAL LINES �`��
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T A P L �p THROUGHOUT CONSTRUCTION `/ '\/ DQ �O DQ \ ` CONTRACTOR SHALL LEAK.
D�-- -- D OQ D N 541220.47 I , / / / I I I / /
AND GRUB APPROXIMATELY E 1429969.86 / / /' // /' / ' 1
CONIC FOAM J D _ . Dv U4� /
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` ONIC RA OL ` DQ� Dp Dp 541290.12
- E 1429852.39
LA N541501.90
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Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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I CONTRACTOR SHALL COORDINATE RELOCATION OFlf
DG. EXISTING PLASTIC PATHWAY AND DUMPSTERS WITH THE p D O DQ DQ I IIIIIIIII III I I I I I / /
- OWNER AS NEEDED TO FACILITATE
- Q CONSTRUCTION.
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CONTRACTOR SHALL REMOVE 5�41166.21 CONTRACTOR SHALL REM
OVE,
N541075.44 PROTECT, AND REPLACE ° APPROXIMATELY 1,650 SF OF E 1429799.06 lE 1IEXISTING GRAVEL 429896.46 APPROXIMATELY 21 LF OF
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\ E 1429617.82 \ I N 541022.89
. N 541032.25 I I \ \
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08/20/19
TRK
EPM COMMENTS
1
07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY JGL
APPROVED BY TRK
CHECKED BY TRK
DATE APRIL 24, 2019
TITLE
PHASE 1 -
DEMOLITION PLAN
PROJECT NO. 50112699
C2001

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Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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SCALE
0' 30' 60'
SCALE : 1 " = 30'
REVISIONS
0
08/20/19
TRK
EPM COMMENTS
1
07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY JGL
APPROVED BY TRK
CHECKED BY TRK
DATE APRIL 24, 2019
TITLE
PHASE 2 -
DEMOLITION PLAN
PROJECT NO. 50112699
C2002

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GENERAL NOTES: _- _-- I - ''
__-- ----- I I I I /-- __�> 11 ____,'' __ , \ / / - ''
\ _-- _--""-" I
,,- 1. THE INTENT OF THIS DESIGN IS TO PROVIDE A FLUSH TRANSITION BETWEEN THE _",\ \\\ \\ \\\\\ - - --""" I I II I II //✓ \ / /� „/ I ,'''
PROPOSED ASPHALT PAVEMENT AND SURROUNDING GRADE. CONTRACTOR SHALL \ \ \ ` � ; ""-""" I I I I I // - " ,' ,'' � \ %j '' ,
FINE GRADE AREAS ABUTTING THE PROPOSED ASPHALT PAVEMENT IN ACCORDANCE \ r' i 1 --" --_"" I I I I 1 / _ ---' - - / a/ ' j'_'-- o _ ' -
I - -
\ \- /, 1 ____-"- I I I I I 11 // -- - y� -- -
WITH THE GRADE TRANSITION DETAIL ON SHEET C5.01. _
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF FIELD ___- ��� ' ,' , _- -"" ; I I I I // -- -- `;�-'--�-'-
_ I I \ _ ' 1
CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS. `\ \�-----__ __ /' '_ _"" I I I I I / --' ,_-� ' /� ____ o - = ��- 7 )1II \'- /
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PROPOSED APPROXIMATELY 55 LF \ -- �\ ;' ;o_ ,\` --- --- -_ -____\ _ // I _ ----- J/ \\ o =_ _-- --- -=-\ \ \ --
VALLEYGUTTER \ I // // `-- \\ 1 I I ----___-- --` ---- --,- 1-----------/ / I / �--------------- '_;_~--_____---__________= o - \o_�� -\\ /' //
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(SEE DETAIL SHEET C5.02) \ \'\ \ - -\, \ ---- - - ___ ____ �""------------ _____, - o\ \\\ \ /
------ SP 736.46 (EX) ,---- ---- ------ - \`�\ ` \ - �11 - _---_ - -----_---------------/� ----- _--- _ _-- _- _--- - _ ` \ /
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----- -- SP 736.45 (EX) ------------- ----- \o o , �/ / / / , _ PROFr S I I III I
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SP 736.73 (EX) , FL 636.00 SAS MEr A A SAS -- - _- _ ,; v Q �p 1 I I I / v
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PCCO SUMMARY
Original Parcel ID Number(s):
11711112
Development Type:
Industrial
Su bj ect to PCCO? Y/N
Yes
If NO, why?
Watershed:
Sugar
Disturbed Area (ac):
3.54
Site Area (ac):
14.58
Total on -site Drainage Area (ac):
14.58
Existing Built -upon -area (SF):
122515
Existing BUA to be removed (SF):
0
Existing BUA to remain (SF):
122515
Proposed New BUA (SF):
170554
Proposed % BUA:
33.31%
Density (High/Low)
High
Total Post -Project BUA for site (SF):
293069
Development or Redevelopment?
Redevelopment
Natural Area Required (ac):
N/A
Natural Area provided, total (ac):
N/A
Undisturbed Treed Natural Area Preserved (ac):
N/A
Total stream buffer protected on -site (ac):
N/A
Transit Station Area? Y/N
No
Distressed Business District? Y/N
Yes
Mitigation Type (if applicable)
N/A
Natural Area mitigation? Y/N
No
Buffer Mitigation? Y/N
No
Total Phosphorus Mitigation? Y/N
No
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STORM
1WChufaHe-Meckfen6u g
WATER
Services s--
BMP Inset Table
Extended ry Detention
Project Name:
4001 MORRIS FIELD DRIVE
Sequence ID: 14
1
Surface Area (sq. ft.):
16,280
Drainage Area acres):
7.63
Land Use/Development Type:
Industrial - Light
Percent Built -Upon Area:
94.43
Maximum Depth (ft.):
7.2
Forebay Present (Y/N)-.
Yes
Flow Diverters Present (Y/N)-
No
Regulated By: 14
Post Construction Ordinance
Treatment Effectiveness:
Channel Protection and Peak Flow Only,
NC State Plane X (eastin ):
142986E
NC State Plane Y(northing):
1 541151
�'�'� Dewberry'�1•1�
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
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NCBELS #F-0929
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9300 Harris Corners Pkwy, Suite 220
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No.
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9300 Harris Corners Pkwy, Suite 220
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NCBELS #F-0929
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TITLE
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Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
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Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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KEY PLAN
SCALE
0' 20' 40'
SCALE : H: 1 " = 20'
V: 1 " = 4'
REVISIONS
0
08/20/19
TRK
EPM COMMENTS
1
07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
JGL
TRK
TRK
APRIL 24, 2019
STORM SEWER
PROFILES
PROJECT NO. 50112699
C4001

1 I 2
3
4 I 5
6' MAX.
SIC
WOVEN FILTER FABRIC
E10
I
N
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
3. TURN SILT FENCE UP SLOPE AT ENDS.
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1 4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
rGENERAL
TIiINCLUDES CHARLOTTE ETJ
o NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
C
7
STEEL POST
WIRE FEN,
z1,2FILTER FABRIC
�
WOVEN FILTER FAI
FLOW 5�
4"
ANCHOR SKIRT;
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EXCAVATE
TRENCH AND
COMPACT
GENERAL NOTES:
BACKFILL
1.
WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
MAINTENANCE NOTES:
3.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4.
WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
WIRES WITH 6" STAY SPACING.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5.
TURN SILT FENCE UP SLOPE AT ENDS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
6.
WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
7.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING
Q
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM
EXISTING GRADE, PREPARED AND SEEDED.
BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
8.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
FENCE.
NOTES:
1.
A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBLIC STREET.
STEEL POST
2.
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
WIRE FENCING
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
Z
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
FILTER FABRIC
` w
# #5 OR 57 WASHED STONE
4.
ANY SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
M J -
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SWEPT BACK ONSITE ON A NIGHTLY BASIS.
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5.
WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
8'
6.
CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
4"
ANCHOR SKIRT;
7.
FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
50'
4W MIN.
PUBLIC STREET
_ I I -III SOIL STABILIZATION FABRIC
EXISTING GROUND I I I -I I -III
-III-
UNDER 2-3" OF WASHED STONE
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 WHEN DEPOSITS REACH 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.
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to
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m
a
EX. CONC.
DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.)
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR \(�./'• LC
OTHER AREAS OF CONCENTRATED FLOW. MODIFIED DATE: 0412019
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE HIGH HAZARD CITY OF CHARLOTTE
S F TEMPORARY SILT FENCE STD. NO. REV. LAND DEVELOPMENT STANDARDS S F STD. NO. REV. LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE STD. N0. REV.
30 0 6A 15 CHARLOTTE- TE- INCLUDES CHARLOTTE ETJ TEMPORARY SILT FENCE 30 0613 1 5 CHARLOTTE. INCLUDES CHARLOTTE ETJ 30 1 1 A 15
BOTTOM. PLACING A 2-FOOT FLAP NCDOT #5 OR #57
OF THE WIRE MESH UNDER THE WASHED STONE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE NCDOT #5 OR #57
ACCUMULATED SEDIMENT, AND WASHED STONE
ESTABLISH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
FOR LATE WINTER AND SOIL AMENDMENTS: 0
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE: MULCH:
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
4' MAX. (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
19-GAUGE HARDWARE CLOTH OF TEMPORARY COVER IS NOT TO EXTEND
, ---------------I ---------------- (J" MESH OPENINGS) BEYOND JUNE) MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
------------------- SEEDING DATES: EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
3' FOR SUMMER: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
-- 2 AND 750 LB/ACRE 10-10-10 FERTILIZER
M - SEEDING MIXTURE: -------
GERMAN MILLET - 40 LB/ACRE MULCH:
?� (A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
16" MIN. SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
--------- 11 TOOL
SEEDING DATES:
MAY 1 -AUG. 15 MAINTENANCE
2 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL: SOIL AMENDMENTS:
FILTERED FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
WATER AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL
MAINTENANCE:
TS REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
• CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVELCITY OF ) LAND DEVELOPMENT CHARLOTTE
TANDARDS TEMPORARY SEEDING SCHEDULE STD. NQ. REV.
LAND DEVELOPMENT STANDARDS I P STD. NO. REV.
INLET PROTECTION
CHARLOTTE. INCLUDES CHARLOTTE ETJ 30.09 1 CHARLOTTE- INCLUDES CHARLOTTE ETJ 30.17 9
5�1L0 PP�M�NS GENERAL NOTES: o NOTES: wz
1. USE MINIMUM 12 INCH DIAMETER FIBER WATTLE.
ALTERNATE WALL
2. USE 2 FT. WOODEN STAKES WITH A 2 IN. X 2 IN. NOMINAL CROSS SECTION
CONFIGURATION
SEE INSET A 3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE
w
NOT LESS THAN 12" IN LENGTH.
o -
EXCELSIOR WATTLE EDGE OF
PAVEMENT 6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
DITCH AND AT EACH END TO SECURE IT TO THE SOIL.
SLOPE 7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD
SPECIFICATIONS.
MATTING BACK
SLOPE 8. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE
ISOMETRIC VIEW WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE.
REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
2' UPSLOPE
STAKE NATURAL GROUND PAM (2 OZ.)
qkJ PAM (1 OZ.)
I I-III-1 I=I I=I I I; I I I= I -III -I I=I I=I I=III=
-I I I, I- =I III- 11 I -III 11• • N
----
MATTING I I -I I -III_ sTAKEs STAPLES
-I I 2' DOWNSLOPE P AM (1 aZ')
QTAW • INSET A INSET B INSET C
CROSS SECTION
VEE DITCH
GROUND
CROSS SECTION
TRAPEZOIDAL DITCH
FLOW
-44
PLAN
E
+
0
Q
SEE STD. 20.23 AND 20.24
T�,
NOT TO SCALE END VIEW
• CITY OF CHARLOTTE TEMPORARY WATTLE CHECK DAM CITY OF LAND DEVELOPMENT CHARLOTTE
TANDARDS
LAND DEVELOPMENT STANDARDS STD. NO. REV.
- WITH MATTING AND OPTIONAL PAM
CHARLOTTE. INCLUDES CHARLOTTE ETJ 130.10C 15 CHARIkVTTE. INCLUDES CHARLOTTE ETJ
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
6'-1"
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1'-0"
1 4'-6"
V-8"
1 5'-0"
6'-2"
2380
36"
4"
1'-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
V-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3'-0"
6'-6"
1'-9"
9'-0"
8'-3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M 170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
lmto] ey.3II
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
• _
PON
�
* d50 (see fig 8.06 c&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
• CITY OF CHARLOTTE
STD. NO. I REV. LAND DEVELOPMENT STANDARDS
20.22 INCLUDES CHARLOTTE ETJ
0
PLAN
ELEVATION
^ NATURAL GRADE
(IF NEEDED)
NOTE: `-LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
MIN.
I
T (THICKNESS)=10- MIN.
20.23 1 7
t,
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwv, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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REVISIONS
0
08/20/19
TRK
EPM COMMENTS
1
07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY JGL
APPROVED BY TRK
CHECKED BY TRK
DATE APRIL 24, 2019
TITLE
DETAILS
PROJECT NO. 50112699
C5m01

I
i
3
5
CONVENTIONAL METAL
(T) OR (U) POSTS
POLYETHYLENE FABRIC
METAL TIE
WIRES EVERY
1'-6"
O O O
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O O O O O O O
O O O O O O
O O
O C
O O
O O O
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O O O O O O
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O O O O O O O
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OOOOOOOOOOOOO
000�
18" MIN.
6' O.C. MAX.
GRADE
SAF TEMPORARY CONSTRUCTION SAFETY FENCE
NOT TO SCALE
2
DOWELLING FOO
EXISTING, LONGITUDINAI
& TRAVERSE JOINTS PE
NCDOT DETAIL
EXISTING CONCRET
PAVEMEN
SAW TO NEAT EDGE A
EXISTING CONCRET
PRE -MOLDED
JOINT FILLER
8" CONCRETE PA.LIVILIY I - - --- -- - - ---
4500 PSI COMPRESSIVE STRENGTH TO 100% MODIFIED
650 PSI FLEXURAL STRENGTH PROCTOR
CONCRETE GEAR PAD DETAIL
N.T.S
TOP OF DAM: 728.75'
(0.55' OF FREEBOARD PROVIDED)
ELEVATION - 728.20'
CONTRACTOR SHALL SUBMIT
100-YR, 6-HR STORM
TRASH RACK SHOP DRAWINGS
ELEVATION = 728.02'
TRASH RACK TO HAVE HINGED
50-YR, 6-HR STORM
DAM EMERGENCY OVERFLOW:
727.75'
CONNECTIONS OR OTHER
MEANS OF ACCESS.
ELEVATION = 727.77'
25-YR, 6-HR STORM
2" ORIFICE
NCDOT STANDARD
ELEVATION = 727.52' ELEVATION =
INVERT = 721.00'
STRUCTURE 840.04
727.25'
D
10-YR, 6-HR STORM
• " �, " .'
ANTI -CLOGGING
ELEVATION = 726.32'.;
•:
DEBRIS SCREEN
•: s.
1-YR, 24-HR STORM
,' , "
ULTRA -DEBRIS
; 3,' " '
•"
6.25'
,s'
s •f 4
SCREEN OR
• ~
f
APPROVED EQUA
,
• ' ; ' ••
••`..:
•'j•
•'j• . f '.:.
18" RCP
••
ELEVATION
.
i
INVERT = 721.00'
= 721.00'
OUTLET CONTROL STRUCTURE FRONT VIEW
OUTLET CONTROL STRUCTURE SECTION A -A
N
NTS NTS
4'
3'
�_ 4�
24' • :I''
' • RCP
'•
•E •
1 ••
•
••�•M
r, •;•
a
•
�4"�
ANTI -SEEP COLLAR DETAIL
OUTLET CONTROL STRUCTURE TOP VIEW
NTS
DETENTION POND OUTLET CONTROL STRUCTURE
24" RCP
N.T.S. 0
GENERAL NOTES:
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. JUMBO BRICK WILL BE PERMITTED.
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE.
11. THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY
UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
HEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
B
H1NIN)
NO.
LENGTH
NO.
LENGTH
LBS,
F
G
15"
3'-6"
2'-3"
2'-7"
2
3'-4"
7
4'-7"
26
4'-10'
3'-7"
18"
4'-0"
2'-8"
2'-11"
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
24"
4'-0"
2'-8"
3'-5"
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
30"
4'-0"
3'-6"
3'-11"
2
4'-7"
9
5'-1"
37
5'-4"4'-10"
3 6 "
4'-0"
3'-6"
4'-6"
2
4'-7"
9
5'-1"
37
5'-4"4'-10"
42"
4'-0"
3'-6"
4'-11"
2
4'-7"
1 9
5'-1"
37
5-4"4'-10"
48"
4'-6"
4'-0"
5'-5"
2
5'-1"
10
5-7"
45
5'-10'
5'-4"
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
G STD. 20.05B
RING AND COVER
2ND. OPENING r4" CONCRETE OR OPTIONAL DROP
IF REQUIRED COVER INLET FRAME AND
Lo GRATE (NCDOT STD.
840.16)
OPENING
B
11►1�a�
Lo SECTION Y-Y
PLAN
•
ME
r:Ir
SECTION X-X
SLAB TYPE CATCH BASIN
15 TH R U 48 P P E
20.05A1 7
DOUBLE LAYER OF
WIRE MESH 6x6
(W 1.4/W 1.4)
PROVIDE 12" #4 BARS PAVEMENT SURFACE
AT 12" O.C.,
DOWELLED 6" IN V MIN.
EXISTING CONCRETE.
6" GREASE SLEEVE I�I
SHALL BE PROVIDED
IN NEW CONCRETE
PATCH.44
°
CONCRETE a
(THICKNESS
UNKNOWN)
SAW TO NEAT EDGE
PRE -MOLDED
JOINT FILLER
TRENCH SIDES SHALL BE SHEETED
AS REQ'D TO KEEP TRENCH WIDTH
TO A MIN.
WASHED SAND, PER °
MANUFACTURERS' SPECIFICATIONS
CONCRETE PAVEMENT
CLASS B RIP RAI
FILTER CLOTH
1' TOP WIDTH
r RIPRAP OVER
SUBGRADE
FOREBAY BERM CROSS-SECTION
N.T.S.
V MIN. EX. GROUND
TYPICAL
H II
t -UNKNOWN
THICKNESS OF
ASPHALT
BASE COURSE
(SEE NOTE 2 BELOW)
UTILITY MARKER TAPE
(12" BELOW FINISHED
GRADE)
TRACER WIRE
NCDOT #10 STONE COMPACTED TO
95% MAX DENSITY IN 6" LIFTS
BURIED PIPE
ASPHALT WITH BASE
NOTE:
1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT,
INCLUDING SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH
WIDTH ON BOTH SIDES AND RECONSTRUCTED AS SHOWN.
2. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF T OF COVER. PROPOSED
DUCTBANK AND STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER.
3. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS.
PAVEMENT REPAIR DETAIL
N.T.S.
FORM A CONCRETE DOME
AT TOP OF PIPE TO _
PREVENT WATER FROM
PONDING
4" I.D. GALVANIZED
NOTES: STEEL PIPE FILLED
WITH CONCRETE
1. BOLLARD SHALL BE FINISHED WITH ONE
COAT OF EXTERIOR METAL PRIMER, AND
TWO COATS OF EXTERIOR BRONCE PAVING OR TUR
SYNTHETIC ENAMEL".
o 2. IN BRICK PAVING, TOP OF FOOTING
SHALL BE FLUSH WITH TOP OF
CONCRETE SLAB.
11=III=III=III ° III=III=III=11
3. IN TURF AREAS TOP OF FOOTING SHALL=1I1=111=III=11 a I1=111=1I fill I-
BE SET FLUSH WITH FINISHED GRADE.
4. IN ASPHALT PAVING, TOP OF FOOTING =III=III=III=1 a =III=III=III=1
III-III-1 1-1 1 1 1-1 1-1 1-1 1-
SHALL BE FLUSH WITH TOP OF -III-III-III-I �� -III-III-III-I
I I 1=1 11=1 11=1 I I I I 1=1 11=1 11=1 11=
AGGREGATE BASE. =III=III=III=1 �° °... III=III=III=1
TACK COAT (PLACE
JUST PRIOR TO FINAL 1"
SURFACE COURSE)
CONCRETE FOOTING
BOLLARD
N.T.S.
2" S9.513 ASPHALT
4" 119.00 ASPHALT
00000000000000
00000000000000
OOOOOOO
00000000000000
BASE COURSE
° 0 ° O ° C)° O 00
°0°0°0°0°0°0°0
8" COMPACTED AGGREGATE
BASE COURSE
O O O O O O O
O000000000000°
O0000000000000
0O 0O 0O
O O O O
o°O°O°O°O°O°O°
=1 11=1 11=I i I=1 11=1i�l=
COMPACTED SUBGRADE
TYPICAL HEAVY
DUTY
PAVEMENT SECTION
N.T.S.
�Q' XAIRiVLV7C[ /y�CE55 PDM1Q
co
J
�L
��
7
a
P1PLtl HPE � `
XEAQNN.L�
PLAN VIEW
REBAY SIDE
NO SIDE
POSED HEAVY DUTY/STANDARD
PAVEMENT SECTION
(SEE DETAILS, THIS SHEET)
(SEE SHEETS C3.01 & C3.02 FOR
PAVEMENT TYPE)
1�1
PROPOSED FLUSH TIE-IN
TO EXISTING GRADE
(SEE SHEETS C3.01 &
C3.02 FOR ELEVATIONS)
EXISTING
UNPAVED AREA
GRADE TRANSITION DETAIL
N.T.S.
PS1ST c0IF CPlIGTIQN c0M40.5
EASEPIEPR �CCE7
- EIEiiGEhCY ]YEP4
�F
ounAl E'P'[ 4
�r
IXIRET PPE f XEADIYLLL w INEXAWE . PP4 j-EXERGENGY NEW
XI�6X�WAl�ER�,LEVATI ON
'kl 9LEYE 50 YEAR ELEY_
- - - Id YeAR ELE4_
-� �
= LOIY PLaw aPIElcE scPEEw�, I
RX1NIMlIf BOTTOM SLOPE��.� LET IPE
I_III-III-III-I I I_I I -III -III -I i lI"` �� ANTI­1Cd1M
ANTI.FI1RAP— _ '
POND CROSS SECTION
woTY"PdE
EXTENDED DRY DETENTION BASIN
N.T.S.
25" RADI S
1 \ 6 1/2"
2'-0" VALLEY GUTTER O 8" RADIUS 4:
1/2'
V-6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE
CITY ENGINEERING DEPT.
1/8" RADIUS
V-6" MOUNTABLE CURB AND GUTTER
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY
THE APPROPRIATE CITY ENGINEERING DEPT.
• CITY OF CHARLOTTE
_h LAND DEVELOPMENT STANDARDS
(:Il�li II- INCLUDES CHARLOTTE ETJ
TACK COAT (PLACE
JUST PRIOR TO FINAL 1"
SURFACE COURSE)
RADIUS
/8" RADIUS
CURB AND GUTTER
2" S9.513 ASPHALT
2" 119.00 ASPHALT
-0-0-0-0-0-0-0
)00000000000000<
o°o°o°o°o°o°o°
0 0 0 0 0 0 0 0 0 0 0 0 0 BASE COURSE
0000000000 8" COMPACTED AGGREGATE
00000000000000 BASE COURSE
O°O°O°O°O°O°O°
O°O°O°O°O°O°O°
o0000000
O0000000000000
O0000000000000
=1 I I =111=I i 1=1 11=1 lid
COMPACTED SUBGRADE
TYPICAL STANDARD
PAVEMENT SECTION
N.T.S.
Dewberry
vem . p;
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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REVISIONS
0
08/20/19
TRK
EPM COMMENTS
1
07/12/19
JGL
EPM COMMENTS
No.
DATE
BY
Description
DRAWN BY JGL
APPROVED BY TRK
CHECKED BY TRK
DATE APRIL 24, 2019
TITLE
DETAILS
PROJECT NO. 50112699
C5mO2