NCC220845_Site Plan or Location Map_20220315

1-85/40
RIM:598.37' O W
INV:581.65' J z
I77 SS ----- SS ----- SS ---_� W
�
Q
``ss� a �r BONNAR BRIDGE PKWY
I 70' PUBLIC R/W
Lo
Sc
GUTTER:610.74
I-=r====_________�� '
77 _ _ _ _ - ' INV: 95.97 S I
INV: 595.30 I I I S INV IN 15" :608.60' Q //
�`. INV IN. 18": 606.25' Qv/
u I I I Lni INV OUT: 606.12' ti� /
. ss.
- I I a I I RIM 607 06' PROP CURB
�NV 4 93' CUT g S ER ----- SS ----- SS ----- SS ----- SS ----
�n I I i ` SS ---Y SEWER
----- SS ----- SS ----- SS
r EX.. BRIDGE' ---ASS ----- SS ----- SS ---_ SS SANITARY
----
INV- 59
wI I I Ny� �� 55 _____ 5S _____ 55 __ _ 5,___ 5 _____ 55 ____ 55 _____ 55 __�__ 55 _____ _ �1
I w I I N/ --- -- ---- ---- W ---- �Pd---- ----W ---- (- -- W ---- --- EX 12 WATER---- ---- W ---- W ---- W ---- W ---- W ---- W -
� GUTTER• 601 14' � �� �
INV IN.: 596.95' �__ - W
INV:595.03 I I I _ _ /AIN
__ -___TET
_ _.18�
INV OUT: 596.50 �k!
� INV OUT: 619.30'
i EWALK
EX. Y SID WALK
/ n S 65°0i'34" E /
PROP. SIDEWALK 1
EX. 20' WATER EASEMENT &PROP. �� �P / CUT & REMOVAL V
ACCESS AND MAINTENANCE EASEMENT ti ' _ I
�p O� Ley' TEMP DIVERSION
FOR BIO-CELL p�� �; \ BERM (TYP.)
4f
A J
SILT FENCE \ -
'FA=i7�____ '� �ROCK OUTLET
TEMP CONSTRUCTION
/ ENTRANCE
I � I PROP. 18" SLOPE
I o I \ 4_I I DRAIN
I
I COMMON AREA \ EASEMENT_ I I / TEMPORARY DIVERSION
� �
MACKINTOSH ON 1 1 ��, 400 AT ALL BERM SHALL BE MAINTAINED I
THE LAKE CA INC. EX. STORM i o OF FILL PIACEMEMES ND DURING ALL STAGES
PIN# 8844410545 SEWER EASEMENT I
P13 69 PG 325
ZONED: CMX-R
USE: VACANT' I I I
DISTURBED
t I LIMITS (TYP)
o
Ell I I\ 1 SKIMMER BASIN #1
4 Cr p� Dr � 1 1 1 (SEE SKIMMER BASIN CHART) J I 1
\ \
Lo
47, QD 30'
- J 1 1 1 \
/ \ 4,4Q
��J I / -
/ aQ w \ I \
p � �
Ln
�om�I�LLyI
ro9\1 � ,�
Ll) 0 2 9.
A TEMP DIVERSION
BERM (TYP.)
\
s
37"W
145`.62' TOTAL
\
\ \
\N65°0
i
/
4X4 YARD INLET,
THROAT INV. ELEV.
= 596.00
/ I INV.:
589.90
INV. OUT 591.45
�
�
I
APPROX. 100 YR FLOOD
�
I
ELEVATION. SEE NOTE.
TEMPORARY SKIMMER BASIN CHART, PEYTON'S PLACE
DISTURBED
LIMITS (TYP)
RAYMOND E. PAYNE
SHANNON M. PAYNE
PIN# 8844408894
P13 74 PG 453
ZONED: MDR
R-15 PRIOR
USE: VACANT
TOTAL
TOTAL
10-YEAR
TOP
TOP
SIDE
REQUIRED
VOLUME
REQUIRED
EMERGENCY
BASIN #
DRAINAGE
DISTURBED
COMPOSITE
INTENSITY
Q10
LENGTH
WIDTH
DEPTH
SLOPES
SEDIM ENT
PROVIDED
SURFACE
SURFACE AREA
WOR LENGTH
SFdMMER
ORIFICE
DEWATERING
AREA (AC)
AREA (AC)
C-VALUE
(INIHR)
(CFS)
(FT)
(FT)
(FT)
(H:V)
VOLUME(CU FT)
(CU FT)
AREA (SQ FT)
PROVIDED(SQ FT)
(FT)
SIZE (IN.)
(IN.)
TIME(DAYS)
1
1.90
1 1.45
1 0.40
5.74
4.36
SEE
PLAN
5.00
2:1 max
1 2610
1 6488
1 1228
1 3965
1 N/A
1 1.5
1 1.50
1 3.50
'1�l
R,
GENERAL NOTES:
START SILT
FENCE
SILT FENCE
ROCK OUTLET
END SILT
FENCE
1. EROSION & SEDIMENT CONTROL PLAN REVIEW AND PERMIT
REQUIRED FROM THE CITY OF BURLINGTON
ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY.
2. DRIVEWAY PERMIT REQUIRED FROM CITY FOR ENTRANCE OFF
BONNAR BRIDGE PARKWAY.
3. USE CITY OF BURLINGTON STANDARD DETAIL R-13 FOR
COMMERCIAL DRIVEWAY ENTRANCES. INCORPORATE THE DETAIL
INTO GRADING PLAN. SHOW DETAIL IN THE PLAN.
4. CONTRACTOR WILL BE REQUIRED TO OBTAIN ARIGHT -OF -WAY
USE APPLICATION FROM ENGINEERING DEPT PRIOR TO WORK WITHIN
THE RIGHT-OF-WAY OF BONNAR BRIDGE PARKWAY.
5. WATER EXTENSION PERMIT REQUIRED FROM THE STATE, SUBMIT
CONSTRUCTION PLANS TO CITY FOR REVIEW.
6. SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM
STATE, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. CITY
WILL PROVIDE FLOW TRACKING FORM FOR NCDENR SUBMISSION.
7. PRIOR TO THE CITY ISSUING ANY REQUIRED BUILDING PERMITS
ALL REQUIRED EASEMENT (20' OVER PUBLIC WATER MAIN AND
SERVICE TO THE METERS, 30' OVER SANITARY SEWER AND 20' OVER
STORM DRAINAGE) AND RIGHT-OF-WAY DEDICATION FOR THE
COMPLETION OF THE PROJECT MUST BE RECORDED.
8. PROVIDE CONSTRUCTION DRAWINGS FOR ROADWAY, STORM
DRAINAGE, WATER AND SANITARY LINE EXTENSIONS
WITH DETAILS AFTER TRC APPROVAL.
9. PRIVATE SANITARY SEWER LINE WITHIN PUBLIC RIGHT-OF-WAY SHALL
MEET CITY OF BURLINGTON STANDARDS, DIP WITH PROTECTO401 LINING.
DORSA LINDA E FAMILY
TREATMENT AGREEMENT
PIN# 8844510196
P13 70 PG 498
ZONED: CMX-R
USE: DAYCARE
SS ----- SS ----- SS ----- SS ----- SS
SS ----- SS --G
RIM: 628.46'
INV: 619.02'
EROSION CONTROL NOTES: (ALSO SEE DETAIL SHEETS)
1. PROPOSED DISTURBED AREA: 1.58 AC
2. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
DRAWINGS ARE INTENDED AS A GUIDE. AS GRADING PROGRESSES, MEASURES MAY BE
ADDED OR DELETED BY THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO
CONTROL EROSION AND SEDIMENTATION. IF GRADING CONTRACTOR FEELS THAT
ADDITIONAL MEASURES ARE NEEDED OTHER THAN THOSE INDICATED, GRADING
CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL
OF THE CHANGES.
3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
AND MAINTAINED IN ACCORDANCE WITH THE NCDER - LAND QUALITY SECTIONS 'EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.'
4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES
GROUND COVER REQUIREMENTS AS SHOWN ON DETAIL SHEETS.
5. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
6. STRUCTURAL FILL COMPACTION NOTE -AREAS OUTSIDE OF RIGHT OF WAY (REFER TO NCDOT
OR TOWN OF KERNERSVILLE STANDARDS FOR AREA WITHIN PUBLIC RIGHT OF WAY) THE
CONTRACTOR SHALL REMOVE AND OR UNDERCUT UNSUITABLE SOILS AT THE DIRECTION
OF A CERTIFIED TESTING FIRM PAID BY THE OWNER FOR ALL STRUCTURAL FILL/TRENCH
AREAS. ALL STRUCTURAL FILL AND UNDERGROUND TRENCH AREAS SHALL BE FILLED IN
LAYERS SIX INCHES (6") DEEP AND THROUGHLY COMPACTED WITH MECHANICAL
COMPACTORS TO ATTAIN 95% STANDARD PROCTER. COMPACTION TESTING OF THE
BACKFILL SHALL BE PROVIDED BY A CERTIFIED TESTING FIRM AND PAID FOR BY THE OWNER
FOR EACH FILL LOT AND OR TRENCH AREA.
W
z
SITE BONNAR BRIDGE PKWY
PARCEL DATA
TOTAL ACREAGE: 2.05 AC. +/-
PI N#: 8844417391
DEED REF: D.B. 4259, PG 661
PLAT REF: P.B. 70, PG 498
EXISTING ZONING: CMX-R
EXISTING USE: VACANT
PROPOSED USE: AGE TARGETED APARTMENTS 55+
PROPOSED # UNITS: 24
BUILDING SETBACKS:
BASED ON PRIOR CONDITIONAL ZONING
FRONT: 40'
REAR: 40'
SIDE: 20'
BUILDING NOTES:
BUILDING TO BE 3-STORY WITH ELEVATOR
PARKING INFORMATION:
REQUIRED SPACES: 1.5 SPACES PER DWELLING UNIT
1.5 x 24 = 36 SPACES REQUIRED
PROVIDED SPACES: 37 SPACES (INCLUDING 2 HANDICAP)
FLOOD INFORMATION:
THIS PARCEL IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA PER
FIRM MAP 3710884400K, DATED 06/18/07.
THE 100 YEAR FLOODPLAIN ELEVATION OF 593 AS SHOWN ON THIS
PLAN WAS TAKEN FROM BRIDGE CONSTRUCTION PLANS FOR BONNAR
BRIDGE PARKWAY, CENTERLINE OF BRIDGE, UPSTREAM OF SITE, WITH
Q100 = 900 CFS. THIS FLOODPLAIN IS APPROXIMATE
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING RUNOFF FROM
ROOF DRAINS, MUST BE ROUTED TO THE PROPOSED STORMWATER
DEVICE PRIOR TO LEAVING SITE.
AS-BUILTS & CERTIFICATION FOR STORMWATER CONTROL MEASURES
WILL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BURLINGTON
PRIOR TO THE RELEASE OF THE SURETY.
SOIL EROSION & SEDIMENTATION
CONTROL PLANS
APPROVED BY David B. Bowman, PE
DATE 2/10/2022
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OPWAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM BOUNDARY SURVEY FOR REAL PROPERTY
HOLDINGS INC, LLC. BY CAROLINA CORNERSTONE, DATED: 07/17/2015 NO SURVEYING OR
SUBSURFACE INVESTIGATIONS PERFORMED BYSTOLTZFUS ENGINEERING, INC.
ALL CONSTRUCTION TO BE TO CITY OF BURLINGTON STANDARDS AND SPECIFICATIONS
LEGEND
WATER METER BOX (WM)
®
WATER VALVE (WV)
OSTORM
MANHOLE (STMH)
eol
UTILITY POLE
.(,'r
LIGHT POLE
f2
GROUND LIGHT
GUY WIRE
E
YARD INLET (YI)
cv
GAS VALVE
OHU
OVERHEAD POWER LINE
---G-----G---
GAS LINE
WATER LINE
Ue
UNDERGROUND ELECTRICAL
FENCE LINE
FIRE HYDRANT (HYD)
OSANITARY SEWER MANHOLE (SSMH)
O CLEAN OUT
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
Cl CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TPED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 inch =30 ft.
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DRAWN BY:JAS
CHECKED BY:ARS
DATE:11/30/2021
PROJECT NO.: 304-01
REF. NO.:
SCALE:1"=30'
� 1020,
120 C i

)-85/40
RIM: 598.37'
INV: 581.65'
OVERLAY LIMITS
PER BURLINGTON M-6
I �__ SS ----- SS ----- SS ----�
STD.
Ln
�`
'
' I
OPEN, CUT & REPAIR PER
I
CITY OF BURLINGTON
M-6 STD (SEE DETAIL SHEET C8)
7
7
INV: 95.97 PROP. 4" MASTER METER
SS
INV: 595.30
I I I W/ 4" RPZ ABOVE GROUND
`,
BACKFLOW PREVENTER
I
`.S
III
III
PUBLIC WATER EASEMENT
` , IM: 607.06'
�`.
I u I I FOR METER TO BE DEDICATED
NV: 594.93'
EX.. BRIDGE BEGINNING OF EX. a I I SEE COB DETAILS SC 25,26 & 39
wll
I
I GUARDRAIL N
I I w l I GUTTER: 601.14'
.
c
I I I INV IN.: 596.95'
INV: 595.03
I INV OUT: 596.50'
E 5' SIDEWALK < a
O 11J
V)z
Lua
COMMERCIAL DRIVE
— — TURNOUT. SEE CITY _
OF BURLINGTON
DETAIL R-13 (SEE
DETAIL SHEET C8)
EX. TREE '! ----
TO BE REMOVED) GUTTER: 610.74'
INV IN 15" :608.60' 4
INV IN. 18": 606.25'
INV OUT: 606.12'
,t OS - -- SS - -- S�j--- \ -- Si --I
/ S 65 03 34 E �, m C.O.
70 S.E.
/ EX. 20' WATER EASEMENT & PROP. I Oc�L ��j e '
ACCESS AND MAINTENANCE EASEMENT �P� F� PAX,
FOR BIO-CELL
lF
\ � / �.2 12%4" TS&V co v S92
} _7_ Ir 1 1, r L
I Tr!
r__4 'O CR
0
I
W
I
CJ
410
O_
I
PROP. DUMPSTER
WITH SCREENED
N
I
o
I
'
'
ENCLOSURE
SEE DETAIL
CB 4 N
I
I
EX. 40' WATER
0.95' P 4
20'
Q
20.95'
TRUNCATED DOMES 4" F
COMMON AREA
I
IEASEMM�T
BRICK RED TYP.
MACKINTOSH ON
THE LAKE CA INC.
EX. STORM
SEWER EASEMENT
I I
PIN# 8844410545
z w
I
u
PB 69 PG 325
I
a
ZONED: CMX-R
USE: VACANT
W
I
lL�� �7T6
TRUNCATED DOMES
BRICK RED TYP.
1
8' I
BONNAR BRIDGE PKWY
70' PUBLIC R/W
EX. CURB INLETTO BE
7 CONVERTED TO STORM MH
TYPE 1 HCR WIG RASS STRIP
/ PER STD R-25 (SEE DETAIL SHEET)
EX. TREE
(TO BE REMOVED)
EX. 8" SANITARY SEWER
S INSTALL CURB INLET AT ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----
RADIUS POINT OF DRIVEWAY. WN
CONVERT EX. CURB INLET
--- W---- --- W----- W----- W----- W----- W----- W----- W----- UV----- W--
TO STORM MANHOLE EX. 12" WATER MAIN
-PROP. __�=�����------------ ---
I�
— F1it z j
STOP SIGN EX. 18 RCS —
EX. 5' SIDEWALKS INV OUT: 619.30'
445.64'
S s s
_ T STREETYARD
HCR T CONC. SIDEWALK
(f//%ij,I00
J I�TRUNCATED DOMES
INE : 2.5" DOMESTIC BRICK RED TYP.
SERVICE
RISER ROOM
BACKFLOW FOR FIRE
MAIN TO BE LOCATED
PROPOSED 3 STORY IN RISER ROOM
APARTMENT BUILDING 5.
24 2-BEDROOM UNITS
I I
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O '�
P-9
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ACCESS AND
MAINTENANCE
N
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ESMT. OVER & W
I I
AROUND BIO-CELL
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CITY OF BURLINGTON
REQUIRED PLANTINGS
239.88'
\ N65°03'37"W 445.62' TOTAL
APPROX. 100 YR FLOOD
ELEVATION. SEE NOTE.
CANOPY TREES
NO.
BOTANICAL NAME
COMMON NAME
MINIMUM SIZE
SYMBOL
ARO
3
ACER RUBRUM
RED MAPLE
"OCTOBER GLORY"
MIN. 2" CALIPER
MIN. 8' HEIGHT
UNDERSTORY TREES
NO.
BOTANICAL NAME
COMMON NAME
SIZE
SYMBOL
CEH
0
12
CARPINUS BETULUS"FASTIGATA"
PYRAMIDAL EUROPEAN
MIN. 1" CALIPER
HORNBEAM
MIN. 4' HEIGHT
f' �1 INS
14
ILEX CORN UTA
BURFORDII
6' IN HEIGHT ATTIME OF
PLANTING AND PLANTED ON
10' CENTERS WHERE APPLICABLE
SHRUBS
NO.
BOTANICAL NAME
COMMON NAME
SIZE
SYMBOL
ICD
32
ILEX CORN UTA
DWARF BURFORD
JCN
12
JUNIPERUS CHINENSIS
NICK'S COMPACTA
MIN. 18" HEIGHT OR SPREAD AT
TIME OF PLANTING
AGE
22
ABELLIA G.
ED GOUCHER
TRUNCATED DOMES
BRICK RED TYP.
HCR
0t
16 SPACES
� o
i
y
RAYMOND E. PANTIE
SHANNON M. PAYNE
PIN# 8844408894
PB 74 PG 453
ZONED: MDR
R-15 PRIOR
USE: VACANT
LANDSCAPING REQUIREMENTS
PLANTING
TYPE
WIDTH/AREA
CANOPY
UNDERSTORY
SHRUBS
YARDLENGTH
TREES
TREES
STREET YARD
STREET
5'
PRE TRC COMMENTS, STREET YARD CONSISTS OF
EVERGREEN PLANTINGS WON CENTER AS SHOWN
PARKING AREA
PARKING
200 SF MIN. ISLAND
4 REQ'D OR 6
N/A
N/A
37 SPACES
UNDERSTORY
4 NEW
EASTSIDE
TYPE D
5'
N/A
4 REQ'D
20 REQ'D
PROPERTY LINE
4 NEW
20 NEW
195 L. F.
REAR PROERTY
TYPE D
5'
N/A
7 REQ'D
35 REQ'D
LINE
7 NEW
36 NEW
347 L.F.
LANDSCAPING NOTES:
GRADING CONTRACTOR TO PERFORM INITIAL SEEDING. LANDSCAPING CONTRACTOR TO PROVIDE
SEEDING TO AREAS DISTURBED DURING INSTALLATION OF PLANTINGS.
PLANTING AREAS SHALL BE AMENDED AND PLANTING PITS BACKFILLED WITH TOPSOIL MIX. ALL
PLANTING BEDS SHALL BE MULCHED.
ALL BEDDED AREAS SHALL BE RAISED 6" ABOVE GRADE WHEN COMPLETE.
ALL BEDDED AREAS SHALL HAVE A 4" NOTCH EDGE WHEN ADJACENT TO GRASSED AREAS.
ALL PLANTING BEDS SHALL BE CONTINUOUS UNDER SHRUBBERY.
P-6
=11 N®RIO,
DORSA LINDA E FAMILY
TREATMENT AGREEMENT
PIN# 8844510196
PB 70 PG 498
ZONED: CMX-R
USE: DAYCARE
GENERAL NOTES:
SOIL EROSION & SEDIMENTATION
CONTROL PLANS
APPROVED BY David B. Bowman, PE
DATE 2/10/2022
SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS-_6
RIM: 628.46'
INV: 619.02'
1. EROSION & SEDIMENT CONTROL PLAN REVIEW AND PERMIT REQUIRED
FROM THE CITY OF BURLINGTON ENGINEERING DEPARTMENT PRIOR TO
LAND DISTURBING ACTIVITY.
2. DRIVEWAY PERMIT REQUIRED FROM CITY FOR ENTRANCE OFF BONNAR
BRIDGE PARKWAY.
3. USE CITY OF BURLINGTON STANDARD DETAIL R-13 FOR COMMERCIAL
DRIVEWAY ENTRANCES. INCORPORATE THE DETAIL INTO GRADING PLAN.
SHOW DETAIL IN THE PLAN.
4. CONTRACTOR WILL BE REQUIRED TO OBTAIN A RIGHT-OF-WAY USE
APPLICATION FROM ENGINEERING DEPT PRIOR TO WORK WITHIN THE
RIGHT-OF-WAY OF BONNAR BRIDGE PARKWAY.
5. WATER EXTENSION PERMIT REQUIRED FROM THE STATE, SUBMIT
CONSTRUCTION PLANS TO CITY FOR REVIEW.
6. SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM STATE,
SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. CITY WILL PROVIDE
FLOW TRACKING FORM FOR NCDENR SUBMISSION.
7. PRIOR TO THE CITY ISSUING ANY REQUIRED BUILDING PERMITS ALL
REQUIRED EASEMENT (20' OVER PUBLIC WATER MAIN AND SERVICE TO
THE METERS, 30' OVER SANITARY SEWER AND 20' OVER STORM
DRAINAGE) AND RIGHT-OF-WAY DEDICATION FORTHE COMPLETION OF
THE PROJECT MUST BE RECORDED.
8. PROVIDE CONSTRUCTION DRAWINGS FOR ROADWAY, STORM DRAINAGE,
WATER AND SANITARY LINE EXTENSIONS WITH DETAILS AFTER TRC
APPROVAL.
9. PRIVATE SANITARY SEWER LINE WITHIN PUBLIC RIGHT-OF-WAY SHALL
MEET CITY OF BURLINGTON STANDARDS.
J?� TURE�LTY PF�4O�� 1 Rb�ti9
o
1q_xt
Qv
9Cj�
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
0
W
z
SITE BONNAR BRIDGE PKWY
VICINITY MAP
NTS
PARCEL DATA
TOTAL ACREAGE: 2.05 AC. +/-
P I N #: 8844417391
DEED REF: D.B. 4259, PG 661
PLAT REF: P.B. 70, PG 498
EXISTING ZONING: CMX-R
EXISTING USE: VACANT
PROPOSED USE: AGE TARGETED APARTMENTS 55+
PROPOSED # UNITS: 24
BUILDING SETBACKS:
BASED ON PRIOR CONDITIONAL ZONING
FRONT: 40'
REAR: 40'
SIDE: 20'
BUILDING TO BE 3-STORY WITH ELEVATOR
PARKING INFORMATION:
REQUIRED SPACES: 1.5 SPACES PER DWELLING UNIT
1.5 x 24 = 36 SPACES REQUIRED
PROVIDED SPACES: 37 SPACES (INCLUDING 2 HANDICAP)
FLOOD INFORMATION:
THIS PARCEL IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA PER
FIRM MAP 3710884400K, DATED 06/18/07.
THE 100 YEAR FLOODPLAIN ELEVATION OF 593 AS SHOWN ON THIS
PLAN WAS TAKEN FROM BRIDGE CONSTRUCTION PLANS FOR BONNAR
BRIDGE PARKWAY, CENTERLINE OF BRIDGE, UPSTREAM OF SITE, WITH
Q100 = 900 CFS. THIS FLOODPLAIN IS APPROXIMATE
STORMWATER NOTES:
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING RUNOFF FROM
ROOF DRAINS, MUST BE ROUTED TO THE PROPOSED STORMWATER
DEVICE PRIOR TO LEAVING SITE.
AS-BUILTS & CERTIFICATION FOR STORMWATER CONTROL MEASURES
WILL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BURLINGTON
PRIOR TO THE RELEASE OF THE SURETY.
SITE PERMITTING NOTES:
DRIVEWAY PERMIT REQUIRED FROM THE CITY OF BURLINGTON ENGINEERING DEPARTMENT.
A UTILITY SERVICE REQUEST APPLICATION IS REQUIRED TO BE SUBMITTED TO
CITY OF BURLINGTON ENGINEERING DEPARTMENT PRIOR TO WATER
AND SEWER CONNECTIONS. EROSION CONTROL PERMIT REQUIRED FROM CITY OF BURLINGTON
ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY.
SITE SIGNAGE NOTE:
MONUMENT SIGN TO BE FILED UNDER ASEPARATE SIGN PERMIT
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM BOUNDARY SURVEY FOR REAL PROPERTY
HOLDINGS INC, LLC. BY CAROLINA CORNERSTONE, DATED: 07/17/2015 NO SURVEYING OR
SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC.
ALL CONSTRUCTION TO BE TO CITY OF BURLINGTON STANDARDS AND SPECIFICATIONS
LEGEND
OWATER
METER BOX (WM)
®
WATER VALVE (WV)
OSTORM
MANHOLE (STMH)
UTILITY POLE
LIGHT POLE
-l�
GROUND LIGHT
•
GUY WIRE
YARD INLET (YI)
GV
M
GAS VALVE
oHU
OVERHEAD POWER LINE
--------�---
GAS LINE
—__vv____vv.__
WATER LINE
Ue
UNDERGROUND ELECTRICAL
x
FENCE LINE
FIRE HYDRANT (HYD)
(DSANITARY SEWER MANHOLE (SSMH)
O CLEAN OUT
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
CI CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TPED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch =30 ft.
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DRAWN BY: SDT
CHECKED BY:ARS
DATE:11/30/2021
PROJECT NO.: 304-01
REF. NO.:
SCALE:1"=30'
CA
E
M96461
120 C 2
I
20F8

Pipe
Number
Structure
Number
Runoff
Coeff.
Sub Area
Total Area
Rain Fall
Intensity
Subarea
Flow
Total Flow
Pipe Size
Pipe Slope
Capacity Full
Velocity
Line Length
HGL
Upstream
HGL
Downstream
Structure Type
Pipe Material
Structure
*Rim/Top
Invert
Upstream
Invert
Downstream
"Gutter
Spread
Inlet Efficiency
Q Bypassed
Depth ofDepth
Flow
Upstream
of Flow
Downstream
Percent Full
Upstream
Percent Full
Downstream
(C)
(ac)
(ac)
(in/hr)
(cfs)
(cfs)
(in)
(%)
(cfs)
(ft/s)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(%)
(cfs)
(ft)
(ft)
(%)
(%)
P-1
CB-1
0.65
0.210
0.210
5.74
0.78
0.78
15
1.00
6.45
2.71
145.34
608.40
606.96
CB (COB SD-4)
RCP
611.57
608.05
606.60
1.73
100.00%
0.00
0.35
0.36
28%
29%
P-2
CB-2
0.65
0.195
0.405
5.74
0.73
1.51
15
1.07
6.68
3.37
46.76
606.89
606.39
CB (COB SD-4)
RCP
611.76
606.40
605.90
1.78
100.00%
0.00
0.49
0.49
39%
39%
P-3
CB-3
0.65
0.000
0.405
5.74
0.00
1.51
15
1.04
6.59
3.37
43.17
606.19
605.74
CB (COB SD-4)
RCP
612.62
605.70
605.25
N/A
N/A
0.00
0.49
0.49
39%
39%
P-4
CB-4
0.65
0.140
0.140
5.74
0.52
0.52
15
1.10
6.79
2.43
40.75
607.89
607.44
CB (COB SD-4)
RCP
611.13
607.6
607.15
1.33
100.00%
0.00
0.29
0.29
23%
23%
P-5
STMH-1
0.65
NA
0.545
5.74
0.00
2.03
15
1.11
6.82
3.72
40.38
605.62
605.17
STMH (COB SD-13)
RCP
611.75
605.05
604.60
N/A
N/A
0.00
0.57
0.57
46%
46%
P-6
GI-1
0.65
0.210
0.210
5.74
0.78
0.78
15
1.03
6.56
2.67
121.14
607.75
606.52
GI (COB SD-9)
RCP
610.93
607.40
606.15
8.62
100.00%
0.00
0.35
0.37
28%
30%
P-7
GI-2
0.65
0.203
0.413
5.74
0.76
1.54
15
1.03
6.57
3.22
111.14
606.45
605.34
GI (COB SD-9)
RCP
611.44
605.95
604.80
8.48
100.00%
0.00
0.5
0.54
40%
43%
P-8
GI-3
0.65
0.190
0.603
5.74
0.71
2.25
15
1.04
6.57
3.86
72.37
605.20
604.45
GI (COB SD-9)
RCP
611.15
604.60
603.85
8.22
100.00%
0.00
0.6
0.6
48%
48%
P-9
STMH-2
0.65
NA
1.148
5.74
0.00
4.28
15
1.02
6.52
4.96
24.50
596.08
595.83
STMH (COB SD-13)
RCP
612.08
595.25
595.00
N/A
N/A
0.00
0.83
0.83
66%
66%
*YI rim/top=throat elevation
** Gutter spread calculated for 2 yr storm @ 4.0 cfs.
RIM: 598.37'
INV: 581.65' OVERLAY LIMITS
SS ----- SS -- PER BURLINGTON M-6
--- SS ---- STD.
LO IOPEN, CUT & REPAIR PER -
I '
� \�Ss. CITY OF BURLINGTON
M-6 STD (SEE DETAIL SHEET C8)
Lo
� Ii
IINV:595.3D I ; INV:5.9711
wII II `S
III / EX..BRIDGE'
wl l I � GUTTER: 601.14'
I w I INV IN.: 596.95'
INV: 595.03 I I I INV OUT: 596.5U
1 r_, - „yam
BW: 603.51
TW: 612.S5 EX. 5' SID WALK
/ \
EX. 20' WATER EASEMENT & PROP. �g �� �� \ BW
ACCESS AND MAINTENANCE EASEMENT �O p�" TW:
FOR BIO-CELL
BW: 598.72
TW: 612.081
O W
-1z
yj a COMMERCIAL DRIVE
TURNOUT. SEE CITY
a J , OF BURLINGTON BONNAR BRIDGE PKWY
DETAIL R-13 (SEE
DETAIL SHEETC8) 70' PUBLIC R/W
- - - - - - - - - - -
EX. TREE
I GUTTER:61D.74' �
(TO BE REMOVED) INV IN 15" :608.60'
INV IN. 18": 606.25' vQ ONVERT EX. CURB INLETTO
INV OUT: 606.12' Qlz// STORM SEWER MANHOLE
607.06' �� INSTALL CURB INLET AT
594.93' �// RADIUS POINT OF DRIVEWAY. ----- EX. 8" SANITARY SEWER
C ----- SS SS---- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS ----
- -- SS -- S --- S ----- S -- -- SS-- -- SS CONVERT EX. CURB INLET 1
TO STORM MANHOLE
aUWV
ti W ---- VV- m --- W - X-TREE -- W-- -- W----- W-�--- W----- W ---- W ---- W ---- W ---- W ---- W ---- W -
EX. 12" WATER N/IAIN
TO BE REMOVED)
,�. . - -T EX. 18RCIr`>----------- ---
INV OUT: 619.30'
HC e.� .•i CR� E SIpEWALK
i� / BW/TW: 620.30
b � END SILT
FENCE \START SILT \ 61
START SILT
r�� FENCE - T FENCE
12 1
C -2 J t P 1 i / CB-1 - SILT FENCE
92 1 ROCK OUTLET
BW: 611.58 S J TEMP. CONST. -qqr- `~ / BW: 612.04
TW:611.91 ENTRANCE \ I TW:620.91
FRONT SFTRA( fC _�T - I DISTURBED LIMITS
771 / �' ' I l INLET PROTECTION
�-X. 40'WA R I I � B-4' N I ,�✓�� I -
J /
I EASEMENT I 0.95' P-4 20' O 20.95' INSTALL/MAINTAIN TEMPORARY /
COMMON AREA I \ \ 4
DIVERSION AND 15" SLOPE DRAIN I I ALONG TOP OF SLOPE AS FILL
MACKINTOSH ON 1 1 �o IS BEING PLACED. EXTEND 15"
THE LAKE CA INC. I EX. STORM ¢ o SLOPE DRAIN AS NEEDED I
PIN# 8844410545 SEWER EASEMENT ��" 598 � PROPOSED 3 S�fORY
P1369PG325 I I x �� I I o APARTMENT BUILDING 1
ZONED: CMX-R I w o
USE. VACANT I BW- 595.00 BW: 595.00 24 2-13E[ ROOMI UNITS
I I I I I TW611.S5 I TW:612.27 _
F F EI: 613.00
OUTLET PR ECTION
ACCESS AND o I EE FHART TH S SHEET J
1 ` MAINTENANCE " ¢ I I
ESMT. OVER & I I I
AROUND BIO-CELL
1 1OP. SKIMMER \ \
RUNS CL OF SEWER J 1 1 1 -�- BASIoo
43
J O
J 1 �I 1 1 �Ilw. fll
/ m 18" RCP PIPE L a
/) 3U 1 w
�4� 1 1 A
BW: 595.00 1 INLET PROTECTION
I \ TW: 612.11 (TYP.)
/ o R
OUTLET PROTECTION � `r \ o \ \ \
SEE CHART THIS SHEET / I ' \ \ \ BW: .1
TW:612127 \
l I \ .17
/ / I A 100 YR FLOOD
� ELEVATION. SEE NOTE.
� Ii
I� I DISTURBED LIMITS
i
OUTLET PROTECTION, PEYTON PLACE
FULL FLOW
THICKNESS
STONE
OUTLET DESIGNATION
PIPESIZE(IN)
VELOCITY (FPS)
ZONE
W (FT)
La (FT)
(IN)
CLASSIFICATION
P-9
15
5.3
2
3.75
7.5
18
CLASS B
BIOCELL OUTLET
18
5.9
2
4.5
16
18
CLASS B
TEMPORARY SKIMMER BASIN CHART, PEYTON'S PLACE
in
/N
\ 16 SPACES
�1 0
BW: 611.54 SILT FENCE
TW: 612.04 \ ROCK OUTLET
RAYMOND E. PAYNE
SHANNON M. PAYNE
PIN# 8844408894
P13 74 PG 453
ZONED: MDR
R-15 PRIOR
USE: VACANT
TOTAL
TOTAL
10-YEAR
TOP
TOP
SIDE
REQUIRED
VOLUME
REQUIRED
EMERGENCY
BASIN #
DRAINAGE
DISTURBED
COMPOSITE
INTENSITY
Q
LENGTH
WIDTH
DEPTH
SLOPES
SEDIM ENT
PROVIDED
SURFACE
SURFACE AREA
WEIR LENGTH
SKIMMER
ORIFICE
DEWATERING
AREA (AC)
AREA (AC)
C-VALUE
(INIHR)
(CFS)
(FT)
(FT)
(FT)
(H:V)
VOLUME(CU FT)
(CU FT)
AREA (SO FT)
PROVIDED (SO FT)
(FT)
SIZE (IN.)
(IN.)
TIME (DAYS)
1
1.90
1 1.45
1 0.40
1 5.74
4.36
SEE
PLAN
5.00
2:1 max
2610
1 6488
1 1228
1 3965
1 N/A
1 1.5
1 1.50
1 3.50
EARJS _
P-6
BW: 612.60
TW: 613.10
GENERAL NOTES:
\�j3.
BW: 612.02
TW: 617.18
BW: 612.58
TW: 622.00
B W : 612.70
TW: 621.78
BW: 612.38
TW: 621.00
BW: 612.03
TW: 617.75
END SILT
FENCE
1. EROSION & SEDIMENT CONTROL PLAN REVIEW AND PERMIT
REQUIRED FROM THE CITY OF BURLINGTON
ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY.
2. DRIVEWAY PERMIT REQUIRED FROM CITY FOR ENTRANCE OFF
BONNAR BRIDGE PARKWAY.
3. USE CITY OF BURLINGTON STANDARD DETAIL R-13 FOR
COMMERCIAL DRIVEWAY ENTRANCES. INCORPORATE THE DETAIL
INTO GRADING PLAN. SHOW DETAIL IN THE PLAN.
4. CONTRACTOR WILL BE REQUIRED TO OBTAIN ARIGHT -OF -WAY
USE APPLICATION FROM ENGINEERING DEPT PRIOR TO WORK WITHIN
THE RIGHT-OF-WAY OF BONNAR BRIDGE PARKWAY.
5. WATER EXTENSION PERMIT REQUIRED FROM THE STATE, SUBMIT
CONSTRUCTION PLANS TO CITY FOR REVIEW.
6. SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM
STATE, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. CITY
WILL PROVIDE FLOW TRACKING FORM FOR NCDENR SUBMISSION.
7. PRIOR TO THE CITY ISSUING ANY REQUIRED BUILDING PERMITS
ALL REQUIRED EASEMENT (20' OVER PUBLIC WATER MAIN AND
SERVICE TO THE METERS, 30' OVER SANITARY SEWER AND 20' OVER
STORM DRAINAGE) AND RIGHT-OF-WAY DEDICATION FOR THE
COMPLETION OF THE PROJECT MUST BE RECORDED.
8. PROVIDE CONSTRUCTION DRAWINGS FOR ROADWAY, STORM
DRAINAGE, WATER AND SANITARY LINE EXTENSIONS
WITH DETAILS AFTER TRC APPROVAL.
9. PRIVATE SANITARY SEWER LINE WITHIN PUBLIC RIGHT-OF-WAY SHALL
MEET CITY OF BURLINGTON STANDARDS, DIP WITH PROTECTO401 LINING.
DORSA LINDA E FAMILY
TREATMENT AGREEMENT
PIN# 8844510196
P13 70 PG 498
ZONED: CMX-R
USE: DAYCARE
SOIL EROSION & SEDIMENTATION
CONTROL PLANS
APPROVED BY David B. Bowman, PE
DATE 2/10/2022
SS ----- SS ----- SS ----- SS ----- SS ----- SS ----- SS --G
RIM: 628.46'
INV: 619.02'
EROSION CONTROL NOTES: (ALSO SEE DETAIL SHEETS)
1. PROPOSED DISTURBED AREA: 1.58 AC
2. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
DRAWINGS ARE INTENDED AS A GUIDE. AS GRADING PROGRESSES, MEASURES MAY BE
ADDED OR DELETED BY THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO
CONTROL EROSION AND SEDIMENTATION. IF GRADING CONTRACTOR FEELS THAT
ADDITIONAL MEASURES ARE NEEDED OTHER THAN THOSE INDICATED, GRADING
CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL
OF THE CHANGES.
3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
AND MAINTAINED IN ACCORDANCE WITH THE NCDER - LAND QUALITY SECTIONS 'EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.'
4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES
GROUND COVER REQUIREMENTS AS SHOWN ON DETAIL SHEETS.
5. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
6. STRUCTURAL FILL COMPACTION NOTE -AREAS OUTSIDE OF RIGHT OF WAY (REFER TO NCDOT
OR TOWN OF KERNERSVILLE STANDARDS FOR AREA WITHIN PUBLIC RIGHT OF WAY) THE
CONTRACTOR SHALL REMOVE AND OR UNDERCUT UNSUITABLE SOILS AT THE DIRECTION
OF A CERTIFIED TESTING FIRM PAID BY THE OWNER FOR ALL STRUCTURAL FILL/TRENCH
AREAS. ALL STRUCTURAL FILL AND UNDERGROUND TRENCH AREAS SHALL BE FILLED IN
LAYERS SIX INCHES (6") DEEP AND THROUGHLY COMPACTED WITH MECHANICAL
COMPACTORS TO ATTAIN 95% STANDARD PROCTER. COMPACTION TESTING OF THE
BACKFILL SHALL BE PROVIDED BY A CERTIFIED TESTING FIRM AND PAID FOR BY THE OWNER
FOR EACH FILL LOT AND OR TRENCH AREA.
1-85/40
w
z
SITE
BONNAR BRIDGE PKWY
VICINITY MAP
PARCEL DATA: NTS
TOTAL ACREAGE: 2.05 AC. +/-
PI N#: 8844417391
DEED REF: D.B. 4259, PG 661
PLAT REF: P.B. 70, PG 498
EXISTING ZONING: CMX-R
EXISTING USE: VACANT
PROPOSED USE: AGE TARGETED APARTMENTS 55+
PROPOSED # UNITS: 24
BUILDING SETBACKS:
BASED ON PRIOR CONDITIONAL ZONING
FRONT: 40'
REAR: 40'
SIDE: 20'
BUILDING TO BE 3-STORY WITH ELEVATOR
PARKING INFORMATION:
REQUIRED SPACES: 1.5 SPACES PER DWELLING UNIT
1.5 x 24 = 36 SPACES REQUIRED
PROVIDED SPACES: 37 SPACES (INCLUDING 2 HANDICAP)
FLOOD INFORMATION:
THIS PARCEL IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA PER
FIRM MAP 3710884400K, DATED 06/18/07.
THE 100 YEAR FLOODPLAIN ELEVATION OF 593 AS SHOWN ON THIS
PLAN WAS TAKEN FROM BRIDGE CONSTRUCTION PLANS FOR BONNAR
BRIDGE PARKWAY, CENTERLINE OF BRIDGE, UPSTREAM OF SITE, WITH
Q100 = 900 CFS. THIS FLOODPLAIN IS APPROXIMATE
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING RUNOFF FROM
ROOF DRAINS, MUST BE ROUTED TO THE PROPOSED STORMWATER
DEVICE PRIOR TO LEAVING SITE. IN ADDITION, ALL PERVIOUS AREAS
MUST BE ROUTED TO THE PROPOSED STORMWATER DEVICE PRIOR TO
LEAVING SITE TO THE MAXIMUM EXTENT POSSIBLE
SCM OPERATION AND MAINTENANCE AGREEMENT(S) SHALL BE
PROVIDED TO THE CITY OF BURLINGTON, RECORD AT THE REGISTER OF
DEEDS, AND REFERENCED ON THE FINAL PLAT. IN ADDITION, THE SCM
ACCESS AND MAINTENANCE EASEMENT AND ALL SIGNIFICANT STORM
DRAINAGE EASEMENTS SHALL BE SHOWN ON THE FINAL PLAT.
AS-BUILTS OF THE STRUCTURAL STORMWATER CONTROL MEASURE(S)
SHALL BE PROVIDED TO THE CITY OF BURLINGTON.
POST DEVELOPMENT DRAINAGE AREAS AND PATTERNS MUST MATCH
PRE -DEVELOPMENT DRAINAGE AREAS AND PATTERNS WHEN
SUBMITTED FOR STORMWATER COMPLIANCE.
A PERFORMANCE SECURITY OR BOND WILL BE REQUIRED FOR ALL
STORMWATER SCMS PRIOR TO ISSUANCE IN ACCORDANCE WITH
SECTION 7.4.H.4 OF THE CITY OF BURLINGTON UDO.
SITE PERMITTING NOTES:
DRIVEWAY PERMIT REQUIRED FROM THE CITY OF BURLINGTON ENGINEERING DEPARTMENT.
A UTILITY SERVICE REQUEST APPLICATION IS REQUIRED TO BE SUBMITTED TO
CITY OF BURLINGTON ENGINEERING DEPARTMENT PRIOR TO WATER
AND SEWER CONNECTIONS. EROSION CONTROL PERMIT REQUIRED FROM CITY OF BURLINGTON
ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY.
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OPWAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM BOUNDARY SURVEY FOR REAL PROPERTY
HOLDINGS INC, LLC. BY CAROLINA CORNERSTONE, DATED: 07/17/2015 NO SURVEYING OR
SUBSURFACE INVESTIGATIONS PERFORMED BYSTOLTZFUS ENGINEERING, INC.
ALL CONSTRUCTION TO BE TO CITY OF BURLINGTON STANDARDS AND SPECIFICATIONS
LEGEND
WATER METER BOX (WM)
®
WATER VALVE (WV)
OSTORM
MANHOLE (STMH)
UTILITY POLE
.(,'r
LIGHT POLE
i2
GROUND LIGHT
GUY WIRE
YARD INLET (YI)
GV
GAS VALVE
OHU
OVERHEAD POWER LINE
--------�---
GAS LINE
WATERLINE
Ue
UNDERGROUND ELECTRICAL
FENCE LINE
00000
DISTURBED LIMITS
.41111111111111
TEMP. DIVERSION BERM
TEMP. DIVERSION BERM (TOPOF FILLSLOPE)
FIRE HYDRANT (HYD)
OSANITARY SEWER MANHOLE (SSMH)
O CLEAN OUT
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
CI CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TPED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
30 0 15 30 60
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DRAWN BY:SDT
CHECKED BY:ARS
DATE:11/30/2021
PROJECT NO.: 304-01
REF. NO.:
SCALE:1"=30'
CA,QD
�STO�-1
120 C 3
I
30F8
( IN FEET)
1 inch =30 ft.

IGENERAL NOTES: 1-85/40
Ln
_I-
3.75' x 7.5' x1.5'
RIP -RAP PAD
CLASS B STONE
3�A SEWER ESMT 597
7,
597 TOP OF DAM ELEV.: 597
ASS �
-100E-
NORTHING: 36.060531 z- 596,
-31 S�€SCOPES MIN. I
p0 F 100 F - 100 F 100 594,
-100F�1 100F�100F -100F
100 F 100 F _
100 F 100 F - 100 F �
-------- 592
EX' 12DIP SANI AT RY ES DER
ACCESS AND
MAINTENANCE
ESMT. OVER &
AROUND BIO-CELL-�
FOLLOWS CL OF SEWER,
-P RETAINING WALL
AND PROPERTY LINE ` 50ST
591.83'
4" WASHED SAND
591.17'
i \\
8" #57
WASHED STONE
MEDIA, A HOMOGENOUS MIX OF THE FOLLOWING:
75-85% MEDIUM TO COARSE WASHED SAND
8-10% FINES (SILT AND CLAY)
'-5' GRASS SOD 5-10% ORGANIC MATTER (SUCH AS PINE BARK FINES)
CAPPED CLEAN OUT PIPE **NO MECHANICAL COMPACTION OF BIO-CELL MEDIA**
TOP 596.0' CLEAN OUT AT EVERY BEND
OUTLET STRUCTURE BIO-RETENTION DAM, 5' MIN., V
6"x6" RECTANG LAIR STD. 4' x 4' YARD INLET. ABOVE THROAT OF YARD INLET
NOTCH, ONE NE
E ONLY TO BE WATERPROOFED.
/41"
D OVER
TOP SOIL. THROAT 596.0' x.
7 3:1M
12" 12"' 12" PONDING DEPTH
595.0'
NON -WOVEN MEDIA ELEV.: 594.67'
FILTER FABRIC IWS: TOP OF PIPE
18"MIN. BELOW THE 593.5
PLANTING SURFACE
2.5' UPTURNED ELBOW INTO
YARD
NONIWOVEN FILTER FABRIC INLET
591.45
INV. *SEE PLAN
18" RCP (O-RING)
I NV. 591.45'
IN SITU SOIL
WATER TABLE
/ \ 6" PERFORATED
NON -WOVEN FILTER FABRIC 2' DISTANCE PVC UNDERDRAIN
TO SHWT (MIN.) SCHED. 40
TYPICAL STORMWATER 1310-RETENTION BASIN CROSS SECTIONAL VIEW
NTS.
1. EROSION & SEDIMENT CONTROL PLAN REVIEW AND PERMIT
REQUIRED FROM THE CITY OF BURLINGTON
ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY.
2. DRIVEWAY PERMIT REQUIRED FROM CITY FOR ENTRANCE OFF
BONNAR BRIDGE PARKWAY.
3. USE CITY OF BURLINGTON STANDARD DETAIL R-13 FOR
COMMERCIAL DRIVEWAY ENTRANCES. INCORPORATE THE DETAIL
INTO GRADING PLAN. SHOW DETAIL IN THE PLAN.
4. CONTRACTOR WILL BE REQUIRED TO OBTAIN ARIGHT -OF -WAY
USE APPLICATION FROM ENGINEERING DEPT PRIOR TO WORK WITHIN
�10_2/
THE RIGHT-OF-WAY OF BONNAR BRIDGE PARKWAY.
5. WATER EXTENSION PERMIT REQUIRED FROM THE STATE, SUBMIT
CONSTRUCTION PLANS TO CITY FOR REVIEW.
6. SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM
STATE, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. CITY
WILL PROVIDE FLOW TRACKING FORM FOR NCDENR SUBMISSION.
7. PRIOR TO THE CITY ISSUING ANY REQUIRED BUILDING PERMITS
ALL REQUIRED EASEMENT (20' OVER PUBLIC WATER MAIN AND
SERVICE TO THE METERS, 30' OVER SANITARY SEWER AND 20' OVER
STORM DRAINAGE) AND RIGHT-OF-WAY DEDICATION FOR THE
COMPLETION OF THE PROJECT MUST BE RECORDED.
8. PROVIDE CONSTRUCTION DRAWINGS FOR ROADWAY, STORM
DRAINAGE, WATER AND SANITARY LINE EXTENSIONS
WITH DETAILS AFTER TRC APPROVAL.
9. PRIVATE SANITARY SEWER LINE WITHIN PUBLIC RIGHT-OF-WAY SHALL
MEET CITY OF BURLINGTON STANDARDS, DIP WITH PROTECTO 401 LINING.
)g Q` O�
10
1p0 F
APPROX. 100 YR FLOOD
ELEVATION. SEE NOTE.
S N SEWER ESMT-
WATERSHED CALCULATIONS:
PROPOSED IMPERVIOUS SURFACE CALCULATIONS
(BUILT -UPON AREA)-BUA
PROJECT SPECIFIC
TOTAL PARCEL AREA = 2.05 AC.
TOTAL DRAINAGE AREA: 1.48
TOTAL PROPOSED BUA: 41,556 SF (0.95 Ac, 46.5%)
OFF -SITE ALLOCATION
TOTAL OFF -SITE DRAINAGE AREA TO POND = 0.16 AC.
EXISTING BUA TO POND = 0.08 AC.
OVERALL BUA TOTAL = 1.03 AC.
BIO-CELL CONVERSION SEQUENCE:
• STORMWATER MANAGEMENT DEVICES WILL INITIALLY BE USED FOR
TEMPORARY EROSION CONTROL MEASURES.
• CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE
COVER HAS BEEN FULLY ESTABLISHED. REMOVE EROSION CONTROL MEASURES
ONLY AFTER FINAL INSPECTION AND APPROVAL BY CITY OF BURLINGTON
INSPECTOR.
• CONTACT CITY OF BURLINGTON PRIOR TO CONVERSION TO PERMANENT BASIN.
• TO BEGIN CONVERSION TO PERMANENT STORMWATER BMP, REMOVE
SKIMMER ASSEMBLY AND EROSION BAFFLES FROM TEMPORARY SEDIMENT
BASIN. ESTABLISH REQUIRED BMP VOLUMES BY CLEANING OUT ALL
ACCUMULATED SEDIMENT AND DISPOSING OF IT PROPERLY. PLACE
SEED/STRAW ON ALL EXPOSED EMBANKMENTS AND SLOPES DRAINING IN THE
BMP. MATTING MAY BE REQUIRED ON 3:1 SLOPES.
• IF ANY AREAS OF THE BMP ARE CONTAMINATED WITH SILT OR SEDIMENTATION
DURING CONSTRUCTION, THESE AREAS SHALL BE REPAIRED TO THE
SATISFACTION OF THE OWNER'S ENGINEER AND/OR THE CITY'S STORMWATER
ENGINEER.
• UPON COMPLETION OF CONSTRUCTION OF THE PERMANENT STORMWATER
MANAGEMENT SYSTEM AND ONCE IT IS OPERATIONAL THE ENGINEER OF
RECORD MUST SUBMIT A SEALED SET OF AS -BUILT PLAN AND CALCULATION
RECORDS TO THE CITY OF BURLINGTON'S STORMWATER ENGINEER THAT
VERIFY THE SYSTEM IS BUILT AND OPERATING IN ACCORDANCE WITH THE
PERMITTED DESIGN. UPON RECEIPT, THE CITY OF BURLINGTON STORMWATER
ENGINEER WILL CONDUCT A FIELD INSPECTION TO VERIFY THIS INFORMATION
AND SEND NOTIFICATION OF THE COMMENCEMENT OF THE O&M
RESPONSIBILITIES TO THE OWNER OF THE SYSTEM.
ENGINEER'S CERTIFICATION
I, ADEN R. STOLTZFUS, TO THE BEST OF MY KNOWLEDGE, CERTIFY THAT THE PERMANENT STORMWATER
MANAGEMENT CONTROL(S) LABELED AS (WET DETENTION POND) ON THIS PLAN HAS BEEN DESIGNED IN
ACCORDANCE WITH STORMWATER MANAGEMENT QUANTITY AND STORMWATER MANAGEMENT QUALITY
REQUIREMENTS OF THE CITY OF BURLINGTON AND THE STATE OF NORTH CAROLINA, AS APPLICABLE.
I ALSO CERTIFY THAT OTHER APPLICABLE LOCAL, STATE, AND FEDERAL PERMITS HAVE BEEN APPLIED FOR
AND/OR RECEIVED."
STORMWATER NOTES:
1. Note: The engineer's certification of completion will be required prior to the final plat or
certificate of occupancy unless a stomrwater surety is provided. The stormwater control is
to be inspected to ensure it is functioning as designed and has full design volume prior to
issuance of the final certificate of occupancy.
2. Note: The property owner is responsible for maintaining
stormwater control(s) according to the approved maintenance plan and direction of the
City of Burlington.
3. Note: The City of Burlington and their assigns have the right to access the stormwater
control(s) for inspection or maintenance, as necessary.
MEDIA MIX:
-PROVIDED MEDIA MIX REPORT TO
STORMWATER
-PROVIDE MEDIA INFILTRATION RATE TEST TO
STORMWATER
STORMWATER BIOCELL CONVERSION TIMETABLE:
STORMWATER CONTROL MEASURES MUST BE CONVERTED
TO A WATER QUALITY TREATMENT SYSTEM WITH AS -BUILT
AND ENGINEER'S CERTIFICATION SUBMITTED TO THE CITY
AND A PASSING FINAL INSPECTION ACHIEVED PRIOR TO
THE LAST4 LOTS CERTIFICATE OF OCCUPANCY BEING
RELEASED.
PEYTON PLACE APARTMENTS BIO-RETENTION BASIN
Drainage Characteristics
Drainage Area
1.24
ac
Total Impervious Area
0.94
ac
Impervious%
75.81%
Design Rainfall Depth
1.0
in
Rain Garden Characteristics
Top of Dam
597
Depth of Flow
1
in
0.08
ft
Bypass Structure
596
Ponding Depth
12
in
1.00
ft
Surface
595
Depth of Top Soil
4
in
0.33
ft
Top of Fill Soil
594.67
Depth of Fill Soil
30
in
2.50
ft
Top of Washed Sand
592.17
Depth of Washed Sand
4
in
0.33
ft
Top of #57 Stone
591.83
Depth of #57 Stone
8
in
0.67
ft
Bottom of #57 Stone
591.17
Size of Underdrains
6
in
0.50
ft
Invert of Underdrains 591.17
Runoff Calculations
Soil Characteristics
Rv
0.7323
% Sand
85
%
Min. Volume Required
3296
cf
% Fines
10
%
SCS Volume Required
sf
% Organic
5
%
Volume Provided
3416
cf
Soil Permeability
2
in/hr
P-Index
Underdrains
Drawdown Time Above Surface
6.00
hr
Underdrains
SEE
PLAN
Drawdown Time Below Surface
15
hr
Underdrain Size
6
in
Total Drawdown Time
21.00
hr
Factor of Safety
5
Underdrain Invert
591.17
elev
Miscellaneous Information
Groundcover
Sod
SHWT*
elev
Bypass Structure
Yard Inlet
Distance from SHWT
ft.
Forebay?
N/A
*Min. 2' below bottom of bio-cell, SHWT
boring to be conducted prior to
stormwater permit approval.
Grassed Swale?
N/A
Sand: Medium to coarse washed sand (ASTM C33, AASHTO 6/M 80, ASTM C330, ASSHTO M195, or equivalent)
Fines: Silt and Clay
Organic Matter: Pine bark fines or equivalent
CONSTRUCTION NOTES:
1. UNDERDRAINS SHALL HAVE BETWEEN 0.5% - 1.0% SLOPE AT ALL TIMES. UNDERDRAINS SHALL ALWAYS HAVE A MIN. OF 3" OF #57 STONE, FILTER FABRIC & 4"
OF WASHED SAND FOR COVER.
2. BIO-RENTENTION BASINS ARE TO BE SODDED. DO NOT PLANT SHRUBS, BUSHES, OR TREES ON DAM OR WITHIN BASIN.
3. SEE CALCULATION TABLE(S) FOR SPECIFIC ELEVATIONS.
4. OUTLET PIPE OF BIO-RETENTION BASIN TO BE WATER TIGHT, O RING GASKETED
5. ALL IMPERVIOUS SURFACE TO BE DIRECTED TO BIO-CELLS VIA ROOF DRAINS AND SUBSURFACE DRAINAGE.
6. INSTALLATION OF BIO-CELLS TO OCCUR AFTER UPSTREAM CONSTRUCTION IS COMPLETED AND SEEDING IS WELL ESTABLISHED. DIVERT UNFINISHED AREAS
FROM ENTERING BIO-CELLS VIA ADDITIONAL EROSION CONTROL MEASURES OR SWALES.
7. BIO-CELL EMBANKMENT SHALL BE FREE OF ORGANIC MATERIAL AND COMPACTED TO 95% OR GREATER DENSITY. THE OWNER(S) SHALL PROVIDE AN
INDEPENDENT GEOTECHNICAL ENGINEER FOR COMPACTION TESTING.
8. MAINTENANCE OF ALL STORM DRAINAGE IMPROVEMENTS OUTSIDE OF PUBLIC R/W, INCLUDING, BUT NOT LIMITED TO, BIO-CELLS, WETPONDS,
UNDERGROUND PIPES, SWALES, ETC., SHALL BE THE RESPONSIBILITY OF THE OWNER(S)/HOA. ANNUAL INSPECTION REPORTS SHALL BE PROVIDED TO THE
CITY's STORMWATER DIVISION PER THE CITY's STORMWATER ORDINANCE.
9. NO MECHANICAL COMPACTION OF BIO-CELL MEDIA SHALL BE ALLOWED.
10. SEDIMENT TRAP MUST BE CLEANED OUT PRIOR TO CONVERTING TO BMP.
SOD NOTE FOR BIOCELL:
GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD. WHEN USING SOD, DO NOT USE
SOD THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY).
OPERATION AND MAINTENANCE PLAN:
1. Immediately after the bioretention cell is established, the plants (sod) will be watered twice
weekly if needed until the plants (sod) become established (commonly six weeks).
2. Snow, mulch or any other material will NEVER be piled on the surface of the bioretention
cell.
3. Heavy equipment will NEVER be driven over the bioretention cell.
4. Special care will be taken to prevent sediment from entering the bioretention cell.
5. Once a year, a soil test of the soil media will be conducted.
6. After the bioretention cell is established, Inspect it once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
7. Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
8. Remove top layer of fill media when the pool does not drain quickly. Based on media
specification, the pool should drain within 24 hours or less.
�0
SITE BONNAR BRIDGE PKWY
VICINITY MAP
NTS
SOIL EROSION & SEDIMENTATION
PARCEL DATA: CONTROL PLANS
TOTAL ACREAGE: 2.05 AC. APPROVED BY David B. Bowman, PE
PIN#:8844417391 DATE 2/10/2022
DEED REF: D.B. 4259, PG 661
PLAT REF: P.B. 70, PG 498
EXISTING ZONING: CMX-R
EXISTING USE: VACANT
PROPOSED USE: AGE TARGETED APARTMENTS 55+
PROPOSED # UNITS: 24
BUILDING SETBACKS:
BASED ON PRIOR CONDITIONAL ZONING
FRONT: 40'
REAR: 40'
SIDE: 20'
BUILDING NOTES:
BUILDING TO BE 3-STORY WITH ELEVATOR
PARKING INFORMATION:
REQUIRED SPACES: 1.5 SPACES PER DWELLING UNIT
1.5 x 24 = 36 SPACES REQUIRED
PROVIDED SPACES: 37 SPACES (INCLUDING 2 HANDICAP)
FLOOD INFORMATION:
THIS PARCEL IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA PER
FIRM MAP 3710884400K, DATED 06/18/07.
THE 100 YEAR FLOODPLAIN ELEVATION OF 593 AS SHOWN ON THIS
PLAN WAS TAKEN FROM BRIDGE CONSTRUCTION PLANS FOR BONNAR
BRIDGE PARKWAY, CENTERLINE OF BRIDGE, UPSTREAM OF SITE, WITH
Q100 = 900 CFS. THIS FLOODPLAIN IS APPROXIMATE
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING RUNOFF FROM
ROOF DRAINS, MUST BE ROUTED TO THE PROPOSED STORMWATER
DEVICE PRIOR TO LEAVING SITE.
AS-BUILTS & CERTIFICATION FOR STORMWATER CONTROL MEASURES
WILL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BURLINGTON
PRIOR TO THE RELEASE OF THE SURETY.
SITE PERMITTING NOTES:
DRIVEWAY PERMIT REQUIRED FROM THE CITY OF BURLINGTON ENGINEERING DEPARTMENT.
A UTILITY SERVICE REQUEST APPLICATION IS REQUIRED TO BE SUBMITTED TO
CITY OF BURLINGTON ENGINEERING DEPARTMENT PRIOR TO WATER
AND SEWER CONNECTIONS. EROSION CONTROL PERMIT REQUIRED FROM CITY OF BURLINGTON
ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY.
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OPWAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF ATITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM BOUNDARY SURVEY FOR REAL PROPERTY
HOLDINGS INC, LLC. BY CAROLINA CORNERSTONE, DATED: 07/17/2015 NO SURVEYING OR
SUBSURFACE INVESTIGATIONS PERFORMED BYSTOLTZFUS ENGINEERING, INC.
ALL CONSTRUCTION TO BE TO CITY OF BURLINGTON STANDARDS AND SPECIFICATIONS
LEGEND
OWATER
METER BOX (WM)
®
WATER VALVE (WV)
OSTORM
MANHOLE (STMH)
UTILITY POLE
LIGHT POLE
GROUND LIGHT
•
GUY WIRE
®
YARD INLET (YI)
GV
N
GAS VALVE
OHU
OVERHEAD POWER LINE
--------�---
GAS LINE
�VV_-__VV__
WATERLINE
Ue
UNDERGROUND ELECTRICAL
x
FENCE LINE
DISTURBED LIMITS
VQ FIRE HYDRANT (HYD)
SANITARY SEWER MANHOLE (SSMH) O
O CLEAN OUT
DB DEED BOOK
PB PLAT BOOK
PG PAG E
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OFGRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
CI CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TIDED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
30 0 15 30 60
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DRAWN BY:JAS
CHECKED BY: AIRS
DATE:11/30/2021
PROJECT NO.: 304-01
REF. NO.:
SCALE:1"=30'
IN
( IN FEET)
1 inch =30 ft.
40F8

(----
EXPANSION JOINT
_ 2.5' MIN 5' - 0" SIDEWALK 4" THICK* 1' SOIL EROSION & SEDIMENTATION
CURB Sc GUTTER ....
- CONTROL PLANS N
GRASS STRI� * 6" THICK THROUGH DRIVEWAY 3.1 J E I L I I_ I I I J I L E I I 1 1 1 1 T 11 1 I 1 1 1 1 1 1 1 1 1 1 00
* 4% CO. 111111 �111111111111 [ 1111111111111111I
�% • 2% 3 7 �,( 1 00
1 .1 1 1. 1 L 1 1 1 1 1 J 11 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 I J I
m U 00
"HEAT SOURCE RECOMMENDED" ' ' APPROVED BY David B. Bowman, PE u bb
a ° :'
N y CDATE 2/10/2022 °'
REDUCED PRESSURE BACKFLOW OR ✓� " P 1. I 1 ;,,.A:..:;:';.;,•1:...'; == REINFORCED CONCRETE uJ 'L I\ •E N
I CONCRETE STOAT I I I a •
a) p L)
SLOPE OF GRASS STRIP I - I1 -- MN MI vi C 1 C z
z DOUBLE CHECK VALVE AS REQUIRED ° * -- - O
w BY THE CITY OF BURLINGTON t�ValPA14 1 EXISTING SUBGRADE 1 I I�B� I I -- -- ,-0 •-
i MAY BE VARIED IF
CONSTRAINTS WARRANT I Cy 1 N >✓ -
nil I ► ,� PREFERRED TYPICAL SECTION SUCH CONDITION. DISMANTLNc COUPLING OSdLY GATE VAL ,: + •
-- -- *-' v',:$ ip
NOT TO SCALE ENGINEER'S APPROVAL 1 1 � f III 1 A B -- -MI- mL-WILL BE REQUIRED. �J I - DOUBLE BRICK WALL OR 8" N Cr) 00 4)
- I` JIa - REINFORCED CONCRETE WALLL N3D! EXPANSION JOINT 7ES1 TEE II Y�L12' IN DS&Y GATE VALVE •COPOUND METER 12" MIN1 J y J�i � 6' - 0" SIDEWALK 4" THICK* 1' 1 WATER METER STRAINERr• - -';9 CURB & GUTTER - f I 40. 5 'NE I I m m L 1•m Q
4 "'r43,`1' .° S� �^ ^• Ni . --- r•�,� :t.'4• 4" * 6" THICK THROUGH DRIVEWAY �;1 1 I 1- , T T r T t I I - �� } ==
!;_:,,i .173E ; 1. J:1•R •• . . ••: -iL%%ET ., : �:m. r.b
-II : . CONCRETE BASE . =[[0p- �� , 2% �% Cu' I 1 I11 1 1SI*III 1 1 1 1�1 1 Ii1 I 1 11I IIIIIIIL1iI �l I' I 1 I 1 Ail, I 1 MIT .� � ., --
I -I 1�11 ' Ill 11 ° :� :.. .,..,, �:v.: y; . r: r::�1 =41r � 1 f 1 I 1 I I 1 1 f f [ f I I f I� I I �� r
P [=•lfl�'flLi < -- -IN
::.:
r
C
��� DITCH MUST REMAIN OPEN UNTIL BACKFLOW �+11:6 + \ 1 s1 1 EXISTING SUBGRADE + D '• ••r - A�' 'A` •. - ~
IS INSPECTED BY CITY OF BURLINGTON ALTERNATE TYPICAL SECTION TOP VIEW o o'o`a a n o oo� •o P . . ppA
MINIMUM OF 2' D.I.P. MAY ONLY BE USED IN AREAS c. ° 'go'' o° o oa a�`�p 0 a000 0 o�0. 01
M_ E FROM ON OUTLET SIDE OF BACKFLOW ALTERNATE TYPICAL SECTION* OF CONFLICT AND MUST BE oo:'S� 0ooaPOC.0 O o coe 00oa o Log'i
METER TO BACKFLOW
PRE-APPROVED BY CITY OF REINFORCED CONCRETE 4'X6' BILCO VAULT DOOR MODEL NO. JD3AL DR EQUAL a) .2-'
NOT TO SCALE .. N
1, THE BACKFLOW DEVICE SHALL BE WITHIN 10' OF AND ON THE PROPERTY BURLINGTON ENGINEERING - -•" ■�• An
�� SMANTLING COUPLING --I
SIDE OF THE METER, ENCLOSURE SHALL NOT OBSTRUCT SITE DISTANCE DEPARTMENT. 2" BRASS NkPPLE oAT R❑AD CR❑SSINGS. GENERAL NOTES 4" LONG •m. NOTE: imp_
U
1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ;.:• 2" BALL VALVE WITH PLUG OS&Y GATE VALVE w O�
2, ALL BACK FLOW DEVICES SHALL BE INSTALLED ABOVE GROUND IN A CITY OF BURLINGTON ENGINEERING SPECIFICATIONS AND STANDARD DRAWINGS. F. TEST TEE WITH 2' �� 1. ALL CLEARANCE DIMENSIONS ARE MINIMUMS.
• TAPPED BLIND FLANGE ATER METER STRAINER
HORIZONTAL POSITION UNLESS OTHERWISE PREAPPROVED BY THE CITY OF • ! �` 2. ALL JOINTS TO BE FLANGED THROUGH OUT VAULT. N N
BURLINGTON, 2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING :OS&Y GATE VAL -
WORK. NOTIFY ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICTS THE SIDEWALK IMPROVEMENTS. ��, :� VARIABLE 3. REINFORCED CONC. WALL WILL HAVE NO.4 BARS 12" D.C. EACH WAY, REINFORCED N Ol
3 SHUT OFF VALVES SHALL BE RESILIENT SEAT WITH FLANGED END AND •�'• , '- Xi��,�1 -I- STEEL WILL HAVE 2" COVER FROM INSIDE WALL. +-+ LLJ
❑,S.&Y HAND WHEELS. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED FORTY (40') FEET. ■ J. rffilll.c,:
EXPANSION JOINTS SHALL BE PROVIDED TO SEPARATE EXISTING SIDEWALK, CURB, DRIVEWAYS, ADJACENT zws: _ ,,,;, 4. REJNFORCEO CONCRETE LID WITH ALUMINUM DOORS. V
__ , H-20 LOADING TO BE USED IN TRAFFIC SITUATIONS.
4, ALL INTERIgR AND EXTERI❑R IRON SURFACES SHALL HAVE EXP❑xY BUILDINGS, ADJACENT RETAINING WALLS, CATCH BASINS, FIRE HYDRANTS, UTILITY POLES, GRATES AND -11illl III==I = -- �Il�l�l-lf■•= -` 5. SUBSTITUTE MATERIALS MAY BE USED AS APPROVED BY THE ENGINEER.
C❑ATINGS TO CONFORM TO ANSI/AWWA C550 OR MANUFACTURED OF OTHER STRUCTURES AS REQUIRED. .�.. I
STAINLESS STEEL, 101.111 -
8. STEPS ARE TO BE INSTALLED IN ALL VAULTS EXCEEDING 4 FEET DEEP AT A
4. LONGITUDINAL AND TRANSVERSE CONTRACTION JOINTS SHALL BE PRODUCED BY CUTTING JOINTS IN THE ; = CONCRETE SLOPE TO DRAIN =-;■ A 5'-0" LOCATION FOR EASE OF ACCESS.
5, APPROVED ABOVE GROUND ENCLOSURES: 'HOT BOX', HYDROCOWL, SMI CONCRETE AFTER FLOATING OPERATIONS WITH AN APPROVED TOOL SO THAT THE JOINT WILL BE AT LEAST 1gW. NO. 5 STO B 6"-0"(MIN)
M❑DEL # 1a68-EHPZD, B80-EHPZD, B110-EHP2D) ❑R BFP C#640-1PII, ONE (1") INCH IN DEPTH. THE JOINT SHALL NOT BE LESS THAN ONE-QUATER (1/4") INCH NOR MORE ❑$$�-r * �� x�: 7. CONCRETE TO BE A MINIMUM OF 3D0Q PSI.
800-IPD, 950-APD DR 1150--APD. ENCLOSURE MUST HAVE A DRAIN THAN ONE-HALF (1/2") INCH IN WIDTH. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF FIVE ° • ❑ - n�°d G..8° o n° ppv C 10'-O"
FEET. o °Q G p❑ coon
QO o cn c 0 ❑o0 0 o p a 6a o erg vtl° °0tl °°°utl O° F 8. OPENING IN CONCRETE WALL TO BE LARGE ENOUGH FOR FIANCE OF PIPE.
❑° ❑ o 0 P ❑ ❑ ❑ ❑❑ 0 11'--0"[MIN} (---
\`
6. TANDEM BACKFL❑WS REQUIRED IF SERVING MULTIPLE USERS OR SERVICE �- E D` 8"{M!N} 13. WHEN MANHOLE COVERS ARE USED FOR VAULT LID, A MINIMUM OF 2 MUST
CANNOT BE INTERRUPTED 5. SIDEWALK SHALL BE CONSTRUCTED OF CONCRETE, CLASS A (3000 PSI ® 28 DAYS). e" _ BE INSTALLED,
SECTION F 0'-6" 10. ALL METERS MUST BE INSTALLED LEVEL z
7, DETECTOR DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED IN 0
6. NO BACKFILL SHALL BE PLACED ADJACENT TO THE NEW SIDEWALK OR DRIVEWAY UNTIL A LEAST NOTE: H 2'-0" 11. MFAI MCT METERS MUST BE INSTALLED ACTH AT LEAST S DIAMETERS or
SIMILAR ENCLOSURE.
THREE (3) CURING DAYS HAVE ELAPSED. HOWEVER, BACKFILL SHALL BE PLACED NO LATER THAN 1. FOR DIMENSIONS SEE DETAIL SC-26 J 1'-6" STRAIGHT PIPE SAME SIZE AS METER ON INLET SIDE. Q L~LI
8, PIPE 8, FITTINGS BELOW GRADE TO BE M.J. WITH RETAINER GLANDS, FOUR (4) CALENDAR DAYS AFTER THE CURING PERIOD UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. ALL VALVES GREATER THAN 2` SHALL BE OS&Y GATE VALVES L 1•_6- 12. ALL VALVES GREATER THAN 2" SHALL BE Dsaer VALVES U oWe
BACKFILL SHALL BE COMPLETED TO A DEGREE COMPARABLE TO THE ADJACENT UNDISTURBED MATERIAL. "COMPOUND OR TURBINE MVR TYPE METER CC ,_ N
AS REQUIRED BY CITY OF BURLINGTON O -I In r.
9. BY-PASS OF BLACKFLOW DEVICE, TEMPORARY OR PERMENENT, WILL NOT
BE ACCEPTABLE 7. ALL DISTURBED AREAS NOT COVERED BY CONCRETE SIDEWALK OR DRIVEWAYS SHALL BE FINE GRADED, �v _, Li
SEEDED AND MULCHED IN ACCORDANCE WITH THE CITY OF BURLINGTON ENGINEERING DEPARTMENT < W z
A DATE REVISED SCALE DETAIL , SPECIFICATIONS AND STANDARD DETAILS. (in a
ice(;� sCJ: �` 39 i4r+ r "-DATE REVISED SCALE DETAIL (� 1 stiff° �C+. COATE REVISED SCALE DETAIL 2O CL w
P', 8/16/04 8/18/04 NOT TO SCALE 5 1 :s 'r� 5 L�-2 5 S -26 Q
r:. 8J18f04 D9J28/OS NOT TO SCALE ++ " 8/16/04 09/30/05 NOT TO SCALE w O � =
"�€ DATE REVISED SCALE DETAIL \ • -� , f w
�r I.11
ABOVE GRADE BACKFLOW PREVENTER, 3" AND GREATER �c4 L •. 12 �r 4" WATER CONNECTION (SHEET I of 2) 'Il'��__' ,. 4" WATER CONNECTION (SHEET 2 OF 2) UJ EVn CC
C7
•r '4,;: • °F, 8/16/04- 6/21/18 NOT TO SCALE ' A`r� 'AZ' Z
��_ CITY OF BURLINGTON, NORTH CAROLINA "�t 1{+ CITY OF BURLINGTON, NORTH CAROLINA .� .r .11 CITY OF BURLINGTON, NORTH CAROLINA W
44 ENGINEERING DEPARTMENT �,r ` ,,.• CONCRETE SIDEWALK \ti"- ENGINEERING DEPARTMENT -o'' `-- ENGINEERING DEPARTMENT
r iv-
-
vJ CITY OF BURLINGTON, NORTH CAROLINA 2
•` ENGINEERING DEPARTMENT
CC
LOCATION OF WHEELCHAIR RAMP. a
6"x 12" LOCATION OF WHEELCHAIR RAMP: 1. NORTH CAROLINA GENERAL STATUE 136-44.14 REQUIRES TWAT ALL SHRtt1 CURBS BONG CONSTRUCTED / /1
CONCRETE CURB J•MAX SEE NOTE 1 OR RECONSTRUCTED FOR 4W NTENANCE PRLA:EUURES,TRAFFIC OPERATIONS REPAYS.CORRECTION OF CL V /
1. NORTH CAROLINA GENERAL STATUE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR IF CURB RADIUS CAUSES DISTANCE TO 4' MIN AT UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1 1973 SHALL PROVIDE WHEEL CHAIR RAMPS FOR THE J
RECONSTRUCTED FOR MAINTENANCE PROCEDURES,TRAFFIC OPERATIONS REPAIRS, CORRECTION OF UTIUTIES OR EXCEED S'THENPEACB TRUNCATED DOMES SINGLE RAMP _
�``��, ALTERED FOR ANY REASON AFTER SEPTEMBER 1 1973 SHALL PROVIDE WHEEL CHAIR RAMPS FOR THE PHYSICALLY IN ALTERNATE POSITION AS SHOWN •hdN-1TLTix S[IRF'A 08 VARIABLE PHYSICALLY HANDICAPPED AT AU_ INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED
• ..ACE HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB MID GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER _ RADIUS 10. MIA ' MIN AND AT OTHER POINTS OF PEDESTRIAN FLOW.' IyAyP• POINTS OF PEDESTRIAN FLOW. IN ADDITION SECTION 228 OF THE 1973 FEDERAL AND HIGHWAY SAFETY ACT • • • • , DATABLE RADIUS IN AOOTITON SECTION 225 OF THE 1973 FEDERAL AND HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB
�). \ © .•NOV REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1 1976 WHETHER A SIDEWALK IS 6"z 12"CONCRETE CURB •••••-••"••. x12 CONCRETE CURB •L ,r PRAMPS ON ANY CURB LANNED FOR FUTURE DATECONSTRUCTION AFTE}E JULY 1 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS
.061• PROPOSED INITIALLY OR IS PLANNED FOR FUTURE DATE THE AMERICANS WITH DISABILITY ACT(ADA) OF 1990 EXTENDS DETECTABLE WARNING $/\\• • • "•"•" 54 CONCRETE WALK
',©•�`_ ��'� TO INDIVIDUALS WITH DISABILITIES,COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE PROVIDED TO 0'' G 1 THE AMERICANS WFTH DISABILITY'ACT{ ]OF 1990 EXTENDS TO INDMDUALS WITH DISA.BILIIES,
i
SIDEWALK WIDTH � ���s� �' PERSONS ON THE BASIS OF RACE, SIX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. DETECTABLE WARNING SURFACE SEE SHEET 3 OF 4 ♦ -o� W COMPREHENSIVE CML RIGHTS PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF
• • S, 7% �,6"CURB SURFACE SEE SHEET 3 OF 4 _ _ _ _ _ _ TOP LINE J
5'MIN AND GUTTER THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE 111 OF THE ADA. BECOMING EFFECTIVE ON / A.-:..:.. Q mm RICE. SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1984,THESE CURB RAMPS W
F`'' ,'� JANUARY 26, 1992. -_-(!- \� �� �p TO' MI' c,, EE NOTE 14 '-D" G HAVE BEEN DESIGNED TO COMPLY WITH TffLE 1l1 OF THE Ad1A. BECOMMG tIHtUTLVE OH JANURRY 26, 3992.
� I J 6"x 12"CONCRETE CURB 2. WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE LANDING WIDTH 10' MIN Q
sm%WALK WmTH • . • • • ¢ 2. WHEELCHAIR RAMPS SHALL BE PROA1DED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THELANDING WIDTH ENGINEER.WHEELCHAIR RAMPS SHALL BE LOCATED AS INDICATED IN THESE DETAILS. HOWEVER THE LOCATION MAY BE IIIIIILMMEGFRoRFArAMINI
LANDI �� ' 4"-D" g, T 7' 5'MIN ADJUSTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS ETC.AFFECT PLACEMENT. 5'MIN �� STOP LINEN,� - ENGINEER.WHEELCHAIR fRAAFPS SHALL EIE LOCATED AS IHOICATEO IN TEASE DETAILS. HOWEVER THE LOCATKIN MAY BEDETECTABLE WARNING AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN THE RAMPS. ; WIDTH OF LANDING \�� 4•' G I ADJUSTED BY THE ENGINEER WHERE EXISTING LIGHT POLES,FIRE HYDRANTS, DROP INLETS ETC,AFr Ecr PLACEMENT,
6"x 12"CONCRETE CURB SURFACE SEE SHEET CONSTRUCTION NOTES: ' ONCRET%DEPRE,gSED CURB AT DEPRESSED CURB TO ��` • , • 1 AT ALL LOCATIONS, MOT LESS THAN 2 FEET OF FULL How.CURB SHALL RE PLACED BETWEEN THE RAMPS.
MATCH WIDTH OF DETECTABLE ��q° 1`•
TYPE 3 3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 171' (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET. -' ' WARNING SURFACE t4 T� � CC]NSTRLJCT ON NOTES: a
4. IN NO CASE SHALL THE WIDTH OF THE WHEELCHAIR RAMP BE LESS THAN 48"(4'-0"). �,�\ STOP UN VARIABLE
DIRECTIONAL APPLICATION 5. USE CLASS"A'CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. (SEE SIDEWALK WIDTH RADIUS 3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1'/1' (12:1) IN RELATIONSRIP TO THE GRADE OF THE STREET_
SIDEWALK ONLY DETAIL R-4) \ 5'MIN 1 s' MIN 4. IN NO CASE SHALL THE WIDTH OF THE WHEELCHAIR RAMP BE LESS THAN 48"(4'-0').
ARE 6. A 1/2"EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB. 1'-6"CURB AND GUTTER VARIABLE RADIUS �� PROPOSED OR 5. USE CLASS A"CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. Z
TYPE 1 SEE NOTE FUTURE SIDE- (SEE DETAIL R-4)
ADDITIONAL NOTES: TYPE 1A WALK 6.A 1/2.MANSION JOINT WILL BE REQUIRED W HE£ERE THE CONCRETE WL•CHAIR RAMP JOINS THE CURB. 0
•x• 7. THE INSIDE PEDESTRIAN CROSSWALK UNES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE
•Z ESTABUSHED BY BISECTING THE INTERSECTION RADII. (SEE NOTE 12) DIRECTIONAL APPLICATION „ADDITIONAL NOTES-
6"CONCRETE ti4
Ks__
^ "CONCRETE CURB 8. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THAT THE BEGINNING OF THE 5'MAX ONLY 7.THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE
CURB � WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES. IF CURB RADIUS CAUSES DISTANCE TO ESTABLISHED BY BISECTING THE INTERSECTION RADII. SEE NOTE 12)
` 9. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS IS REQUIRED EXCEED URBRADIUS CAUSES DI TANCETS DE FAIL SHOWING TYPICAL LOCATION DFTO ACCOMMODATE THE PEDESTRIAN TRAFFIC. IN ALTERNATE POSITION AS SHOWN WHEELCHAIR RAMPS. PEDESTRIAN 8. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATE➢ SO THAT THE BEGINNING OF THE
e10. STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE R IS IMPORTANT TO INDICATE DETECTABLE WARNING WHEELCIRAIR RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LIES.t� THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL STOP SIGN CR455WALK5 AND STOP BARS z
SURFACE SEE SHEET30F4 $, THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 1Q FEET UNLESS A GREATER WIDTH IS QMI/LANDING WIDTH TRO BEHPA LEGAL RO THEEINTER. CN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE 6"x12"CONCRETECURBC1 INDICATES PROPOSED OR FLTIIIRE SIDEWALK IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN TRAFFIC. Wz O
� MIN TO BE PARALLEL TO THE INTERSECTING ROADWAY. I=1• INDICATES WHEELCHAIR RAMP J I-
11. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. • • • 10. STOP ONES, NORMALLY PERPENDICULAR TO THE LANE LINES SHALL BE USED WHERE IT IS IMPORTANT TO� 12. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC .• 6"x 12"CONCRETE CURB INDICATE THE POINT BEHIND WHICH VEHICLES AIDE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL 0U�D
SIDEWALX WIDTH z Z
• 0 R .AN NU R H K MAY IR P NT� CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CARQLINA f'MINVAR STOP SIGN OR OTHER LEGAL RED EMEND U SUAL 1WP O+AG S£W REGU E THE LACEME OF THE z1��� SUPPLEMENT TO THE MUTCD. Cd 11, •
• ` STOP UNE TO BE PARALLEL TO THE INTERSECTING ROADWAY. O Q
Q B 13. "BRICK RED"DETECTABLE 2' X 4'WARNING SURFACES ARE REQUIRED AT THE BOTTOM OF CURB RAMPS. THE SIDEWALK 11ee1,++ 0 • A 11. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET ROOK PEDESTRIAN CROSSWALK. U Q
(.,". SIDEWALK WIDTH J'MIN 6"x 12" III` NON-WAL%•STURFAEE••• •• ' 2 D
\* .4..
r'`��' DETECTABLE WARNING SURFACE SHALL BE CENTERED AGAINST THE BACK OF CURB AS INDICATED IN DETAIL R-4, OR •CONCRETE CURB ■■ ••` E SI-0 p 12, ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC < =
��11 5'MIN R-25. THE DETECTABLE WARNING SURFACE WILL BE CONSTRUCTED OF A PREFORMED THERMOPLASTIC ADHESIVE I----� it CONCRETE ©` �NE�rJ1 , U 2 Q m
DETECTABLE WARNING ���I��� MATERIAL. THE DIMENSIONS AND SPACING OF THE TRUNCATED DOMES WILL BE IN ACCORDANCE WITH THIS STANDARD. DEPRESSED �� •4L SEE NOTE 2. + VARIABLEDIUS CONTROL DEVICES (MUTCD] PUBLISHED BY THE FEDERAL FdGHWAY ADMINISTRATION AND THE NORTH J
CURB DETECTABLE WARNING CAROLINA SUPPLEMENT TO THE Inurco. 0 CL_
SURFACE SEE SHEETS OF 4 A MAXIMUM 1/4" RISE FROM THE SURROUNDING SURFACE WILL BE ALLOWED. TYPICALLY THERMOPLASTIC CAN ONLY SURFACE SEE SHEETS 0F4 •• •�F•%�•••• °x 11"CONCRETE CURB VARIABLE 4'-0" TYP J O a -
.".E'OAGTY.('LX S(IRFACE BE PLACED IF THE SURFACE TEMPERATURE IS 60 DEG. F.AND RISING,THEREFORE;THERMOPLASTIC INSTALLATION \�I,.,';., ® \ RADIUS 13. "BRICK RED"DETECTABLE 2'X 4' WARNING SURFACES ARE REQUIRED AT THE IIOTTOM OF CURB RAMPS. Z •' _
WILL NEED TO BE COORDINATED ACCORDINGLY. COLOR SHALL BE "BRICK RED'OR OTHER PREAPPROVED COLOR. ` P,1 .. CROSSING THE OETECTABLEWARNING SURFACE SHALL BE CENTERED AGAINST THE BACK OF CURB AS INDICATED IN DETAIL R-4. } N
DETECTABLE WARNING SURFACE SHALL BE OF A PRE-FORMED RADIUS TO MATCH THE CURB RADIUS WHEN PLACED IN �R�....,, THE DETECTABLE WARNING SURFACE WILL BE CONSTRUCTED OF A PREFORMED 7HLERMOPIA SIIC ADHESIVE MATERIAL. LU Li z Z
TYPE 3B A CURVE. 4 •'NOD-WAyKSljRFAC% GRASS STRIP 10' MI GIB STRIP��� � i
THE DIMENSIONS AND SPACING OF THE TRUNCATED DOMES WILL BE IN ACCORDANCE WITH THIS STANDARD. A 8 Q D
FOR INSTALLATION IN A RADIUS 2,6"CURB LANDING WIDTH 6 O� m 1D' MIN - a MIN AT 3 _ MAXIMUM 1/4"RISE FROM THE SURROUNDING SURFACE WILL BE ALLOWED. TYPICALLY THERMOPLASTIC CAN DC
AND GUTTER TYPE 1 5'MIN �• • • SINGLE RAMP ID •� O O
a-0 _ i °' STOPLINE ONLY BE PLACED IF THE SURFACE TEMPERATURE IS 60 DEG- F.AND RISING. THEREFORE; THERMOPLASTIC Cl_ VI U ♦-
WITH GRASS STRIP WIDTH OF LANDING �� O
AT DEPRESSED CURB TO ��\I' � � STOF�INE ��l0' MIN INSTALLATION WILL NEED TO BE COORDINATED ACCORDINGLY. COLOR SHALL BE "BRICK RED' OR OTHER PREAPPROVED
SEE SHEET 3 OF 4 FOR NOTES MATCH WIDTH OF DETECTABLE ,17 4 7 COLOR.
SEE SHEET 3 OF 4 FOR NOTES WARNING SURFACE \ply/ ,a, CRASS SI RIP MATERIAL SPECIFICATIONS:
0 ( ) PAY LIMITS FOR 1 CURB RAMP DETECTABLE WARNING SURFACE / TRUNCATED DOMES MATERIAL SPECIFICATIONS: TYPE 1 B \� �i
1 6.33E 12:1 MAX RAMP SLOPE THE THERMOPLASTIC MUST BE COMPOSED OF ESTER MODIFIED ROSINS RESISTANT TO DEGRADATION BY MOTOR PAY LIMITS FOR 1 CURB RAMP '� SIDEWALK WIDTH 4'-0" TYPrII p�p E� p THE THERMOPLASTIC MUST BE COMPOSED OF ESTER MODIFIED ROSINS RESISTANT TO DEGRADATION BY MOTOR
FUELS, LUBRICANTS, SALT, ETC. IN CONJUNCTION WITH AGGREGATES, PIGMENTS AND BINDERS. THE 10 8.33%(12:1)MAX RAMP SLOPE DIRECTIONAL APPLICATION \� 5'MIN SEE NOTE 1 FUTLJPROE SIDERWALK FUELS, LUBRICANTS. SALT, ETC. IN CONJUNCTION WITH AGGREGATES, PICMETS AND SHIERS. THE
Q CROSS SLOPE:2.90E THERMOPLASTIC WILL BE COMPOSED OF SUFFICIENT BRICK RED PIGMENT TO ENSURE COMPLIANCE WITH ONLY 2'-6"CURB THERMOPLASTIC WILL BE BE COMPOSED OF SUFFICIENT BRICK RED PIGMENT TO ENSURE COMPLIANCE WITH
0CURB RAMPS REQUIRE A4'-0'MINIMUM LANDING FHWA'S COLOR SPECIFICATIONS FOR PAVEMENT MARKINGS MID PROVIDE 70%CONTRAST TO THE SURROUNDING 0 IAROSSSLOPE:2.00% AND GUTTER DETAIL SHOWING TYPICAL LOCATION OF
WHEELCHAIR RAMPS, PEDESTRIAN CROSSWALKS FHWA'S COLOR SPECIFICATIONS FOR PAVEMENT MARKINGS AND PROVIDE 70%CONTRAST TO THE SURROUNDING (-----
WITHAMAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE AREA. THE COLOR PIGMENT MUST BE DISTRIBUTED THROUGHOUT THE THICKNESS OF THE DOMED PREFORATEO0CURB RAMPS REQUIRE A4'-0-MINIMUM LANDING AREA. THE COLOR PIGMENT MUST BE DISTRIBUTED THROUGHOUT THE THICKNESS OF THE DOMED PREFORATEDOF2.00%WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. THERMOPLASTIC MATERIAL THERMOPLASTIC SHALL BE STORED AND PLACED PER MANUFACTURER'S RECOMMENDATIONS. WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE AND STOP BARS FOR TEE INTERSECTION THERMOPLASTIC MATERIAL THERMOHASTIC SHALL BE STORED AND PLACED PEAR MANUFACTURER'S RECOMMENDATIONS.
SLOPE TO DRAIN TO CURB.
OF 2.BS%WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. 4 A (DATE REVISED SCALE DETAIL
SLOPE TO DRAIN TO CURB. 4'LYN-` 4
v (-DATE REVISED SCALE DETAIL "-DATE REVISED SCALE DETAIL r 8/1S/04 09/25/07 NOT TO SCALE
R-5
,CA.',.., 08/05/19 NOT TO SCALE R-2 5 SH 3 OF 4 `� ,`, O8/O5/19 NOT TO SCALE ALTERNATE
- 2 5 s H 1 0 F 4 'r .. STANDARi] WHEEL CHAIR RAMP
1� ALTERNATE WHEEL CHAIR RAMP SHEET 3 OF 4 F1 r.
rALTERNATE WHEEL CHAIR RAMP SHEET 1 OF 4 CITY OF BURLINGTON, NORTH CARQLINA
"V ENGINEERING DEPARTMENT
CITY OF BURLINGTON, NORTH CAROLINA ( ti. j.
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CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT
LU VI
WHEEL CHAIR RAMP A 0 W
1/2-EXPANSION JOINT Ilk/ VAR 4'-0" MIN Z
o
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VAR 4'-0' MIN
.... . m
R=1-1/2" R=1-1/2" .:::.... ::.::...........• O
12" (TYP.) 12" (TYP.) 12" • VARIABLE N U
MIN 4'-O" 5'-4"
...° e.::-:-:.::-:.::� ....-::::.:: ..".. _ �_ STANDARD 2'-B' (,.) v
Q VAN-ACCESSIBLE �1 '° N• ��=�' iT iergrrier S� SURE r4" 1/2"EXPANSION JDI CURB GUTTER W (� w
` (AS REQUIRED) WALK
N 5 OEWALi( .5,1.7.:.:.:.:.:.:.:.:.:.:.:.:. .x.:.:.:.:.:.:.:.:. 1 l.� N*
3 R
sr
1 4" PER 1 N _
RESERVED SIGNR78 ..................... IIn
3/8" = = - 9" 1.-9.. LU (V a
TYP. = = OR R7-8A DF' jy: +::•:: �� STRIP SIDEWALK WHEEL CHAIR 6
MAXIMUM = - PARKING El
= _ Q RAMP
J
VAN - - - SIGN R7-8D P®��U� DEPRESSED CURB `l LI
Li
PENALTY 5 L3 A SEE COB DETAIL R-5 O O z
in oY = = 3/8„ INSIDE PEDESTRIAN P€G, CROSS WALK - NOTE 13SECTION A-A z c-I m Ln LD
ACCESSIBLE - aaaCaC
$250
VAR SLOPE NOT -CIO
O WARNING SURFACE
CROSSWALK LINE (10' MIN) DETECTABLE 2' X 4
EXCEED t2:1 SEE COB DETAIL R--S DRAWN BY:JAS
60" PAN NOTE 13 CHECKED BY:ARS
_� LOCATED „--
4 CONCRETE WHEELCHAIR RAMP = 9.48 50. YDS
3/8" - - 3/8" BEHIND .. .....
TYP. , GS 20-37.6 TYP. _ SIDEWALK GRADEFINISH
NATE: DATE:11/30/2021
\ DEPRESSED CURB SHALL BE INSTALLED FOR FUTURE -'
\ c �� .. -01
WHEELCHAIR RAMP AT THE TIME OF ALL CURB INTALLATION ,; --,.. PROJECT NO 304
•oseeoseeosee�� ee•eev eev eee AT EVERY INTERSECTION : '
VAN ACCESSIBLE SIGN R 7-8D - -��-��-�.-31-1 BACK OF PROPOSED OR '• =�- -. REF. NO.:
II I.4-.-..-..-
., 1111 FUTURE SIDEWALK v , A II I
SIGN APPROVED FOR USE SIGN APPROVED FOR USE ` .. 30" 1 ii 1 . •;"; SCALE:1 =30
1 u�� 8"SQ.3000 PSI �jij.. . y..�,
UNDER GENERAL STATUTE 20-37.6 UNDER GENERAL STATUTE 20-37.6 L 1 CONC.FOOTING
R7-8A "" •" • `'
16'-0" .-.R ,•
. .
COLORS: COLORS: PROPOSED OR FUTURE SIDE WALK °'.1' ` ``"L"1A""'..'I�""..,,,,
SIGN APPROVED FOR USE 6' D" a'-O' 8. O" _ l.f�
-.. a /�
LEGEND AND BORDER-GREEN LEGEND AND BORDER-GREEN UNDER GENERAL STATUTE 20-37.6 TOP OF CURB ..\000IIIMi,p,'i Q ��
BACKGROUND-WHITE BACKGROUND-WHITE " ``O � �c S/ /�''-'
COLORS: Aiiii11117iii mp �� Q %:�i
NOTE: NOTE: W��CHAIR RAMP 6" `-7 f O
STANDARD GUTTER UNE
LEGEND AND BORDER-GREEN CURB DEPRESSED CURB ISOMETRIC VIEW 0 6 61
R7-8D PENALTY SIGNS ARE REQUIRED TO R7-8D PENALTY SIGNS ARE REQUIRED TO WHITE SYMBOL ON BLUE BACKGROUND
ACCOMPANY ALL R7-8 OR R7-8A PARKING ACCOMPANY ALL R7-8 OR R7-8A PARKING BACKGROUND-WHITE SECTION B-B 11 20
SIGNS ERECTED AFTER DECEMBER 31,1990. SIGNS ERECTED AFTER DECEMBER 31,1990. ' �O j�l�� �. �
NOTE: '%�^,°6jn4n9pua�o� �````:
CS'6 D �.. "'DATE REVISED SCALE DETAIL 4 1 ,,,'VR cT \��:
BEGINNING JANUARY 1,1989,ALL ACCESSIBLE r"* 8/16/04 10/20/05 NOT TO SCALE R- ''�.,,,,101 I lO,I,AA"
PARKING SPACES(INCLUDING THOSE SPACES
EXISTING PRIOR TO JULY 1,1979)SHALL BE ',*''F:' r ,. STANDARD WHEELCHAIR RAMP
REQUIRED BY GENERAL STATUTE TO BE A�'1��~
IDENTIFIED BY AN R7-8 OR R7-8A SIGN. `ytiJ. by CITY OF BURLINGTON, NORTH CAROLINA CS
'I IT ENGINEERING DEPARTMENT
ADA PARKING SIGN
5 OF 8

FRAME, GRATE, & HOOD
BACK OF CURBNOTE:USE TYPE "E' "F' & "G" GRATE UNLESS / 7" / \x 2" r 3 2'.' ST❑. SD-6 & SD 7 41.111=11=
E F OTHERWISE INDICATED I-2 3/4" r 7-
BACK 1 3/4' 3 4"P
■_#_A airAn." " - #4 BARS Y I 1 t I _ T N
NOTES: rl E
I _I__� f Mi In 6 EQUALLY SPACEDB BARS "W" EQUALLY SPACED �.�I --7:_.._, f 00
1111112 $" �� I� �, S- Y -..-1 1/2'} f t© o 1......--- �'r 2 1/e" 1 3/8`- - 1' TO BE PROVIDED Wrrhi STEPS 1•-3" I U 00
I= �I ; M � 8" 3� o o I ALL DROP INLET OVER 3' 6" IN DEPTH co Q d"
IN
Y Yill 0 5• _ ' ' ) _ r ob
CNI
N� 2 fg" ACCORDANCE WITH STD.S SHALL
55-9 U ;
+■ H 1 ! ► I •� (...... .
_ p - I i SECTION-BB SECTION-� " " SECTIO - M Y W '- - N
,■ =lit
mI I. R I 2' 7 3/8" r , ) 1
�__•i* c IM IM MI I� I t 3" 1 1 CURB AND GUTTER A _ t i _ A 1 3/8� N M CLASS `A" CONCRETE TO BE USED (3000 psi). •Q) Q L
m� 3�i�� t ICI vIN,_ • - N, 4 BARS III WITH CATCH BASIN ON STEEP GRADES , , ,b MilliQ z
I I - SECTION-NN 1I11N p U
I■ III F I f I I f �'i i�3/4, t" C I E
BRICK MASONRY DROP INLET TO BE USED IN _
X H1+6 �■ U" EQUALLY = 5fa X N�,■� �1 x LOCATIONS SUBJECT TO TRAFFIC ONLY UPON
H IN � SPACED 6" 8' 6" --mg. APPROVAL BY ENGINEER. b Q co =
PLAN SECTION )OC G III 3" -i IV
■I USE ON FLATIGRADES 2% & UNDER I B J -� ,� ++ �l
II �,■ ■_, PRECAST CONCRETE DROP INLET WILL BE PERMITTED. O l,p
12" STD. STP ILJ
D -—-—- 1 1' } 10" �1 � I (�
5- f NOTES' -- -, BAN SECTION-PP
y I♦• N N m m L-
6" 8' 6" L-- FRAME, GRATE, & HOOD ASS•Y. J 2' 4" 11*--■1 JUMBO BRICK WILL BE PERMITTED, m oD OJ
'���� is..
CONCRETE BRICK OR PRECAST
_■I PLAN OF TOP SEA$ ALL CATCH BASINS OVER 3-6" IN DEPTH SHALL - 3' - 3' L__.___JI CC s_
� "" H2 � :�I 8" _ - BE PROVIDED WITH STEPS 1'-3" ON CENTERS.
EPRESSEO - 4 5/8" t 10" pmm�� CONCRETE BLOCKS MAY BE USED IN
EGUTTER LINE 2' 0' g" LIEU OF CLAY BRICK. C
�■ -1� 4 BARS 'V" DEDUCT FOR PIPE OR PIPES FROM TOTAL _ �_ 1 3/4" :y7 OJ
sraaarws■sc ■I SIDE ELEVATION
6 BARS "W" CU. YDS. OF MASONRY. ELEVATION K 537��' 13" K 2-0' Y FOR 8'-0" IN HEIGHT DR LESS USE 8"
8" M $" EN � 6' WHERE 42" TO 54" PPE IS USED #4 BARS "U" 2" IF REINFORCED CONCRETE PIPE IS SET IN BASE NORMAL CURB At CUTTER ON JGHT GRADES a
NI j 2-4 1/2" 2'-6" WALL. OVER 8 0` IN HEIGHT, USE Q
1 . -1 I ■■ SECTION MM z--#4
Al_4_,___„
SECTION AA L M I 1 3/4" �� PLAN 12" WALL TO 6'-0" FROM TOP OF
H cl"NiOF SLAB BDX USE STANDARD SPEC. DRAWING SD 1. 4 3/4"im _ TH+s" Hi = C �I SECTION-RR I f PRECAST CONCRETE CATCH BASIN AND NORMAL GUTTER LINE _ �' WITH COPING REMOVED
WALL. AND e" WALL FOR THE
-I ❑ I. �1 JUMBO BRICK WILL BE PERMITTED. PRECAST 6" 6" ILA"L''�"�e ! f REMAINING 6'-0'.
❑ �� 6" CONCRETE BRICK OR 4" SOU➢ J ��
riffamima�� �o J- ■■ 1� CONCRETE BLOCKS MAY BE USED IN USE ON GRADES 2% do OVER 11f18" SLOT FOR 1/2" BOLT FRAME PLAN 5/8�I Fr. f
OUTLET
$' ]♦L �I LIEUDFCLAYBRICK. I IF REINFORCED CONCRETE PIPE [S SET IN BASE U
OF SLAB BOx USE STANDARD SPEC. DRAWING SD-1.
#4gillEMEIHMIPMEMI BARS 1 1/2' FOR 8 0" 1N HEIGHT OR LESS USE 8" ~~ • 3/4 3/4" C
6,. SECTION-YY T— END ELEVATION "u" WALL. OVER 8'-0" IN HEIGHT, USE --- DEPRESSED 3 4" 3' O 7/$" SECTION-4 STD. SD-I0
E EQUALLY SPACED 10" / I BRICK COPING
6" " 12" WALL TO 6'-O" FROM TOP OF
¢"
WHERE 3➢" TO 3a' PIPE IS USED 3" •
WALL. AND B" WALL FOR THE 12 1-- UM r sl1lTER UNE y'� ��� 3 1/2" R
SECTION JJ I IMMMMM REMAINING 8' 0". QUANTITIES TO BE ADJUSTED
1 f 2" 5 7/8" 3'-6" 2'-6"
iiiiir 8" E ' ^ Li____ ���= F I ACCORDINGLY. 3-O' 1'2" g• 4" Ilk .C if)
-2
J-1 —J ELEVATION f
M �I�■� M SECTLOH-KK -I-- I.
3" RAD __,
Ej I M,�Neil
i J�- S
I I �I��II�■ F SECTION-SS MORTAR JOINTS 1/2" TO 1/8" THICK NORMAL CURB & GUTTER ON STEEP GRADES2`-0" ►�`1/2" f `r �■ } �I ,■
r 11_ l�i�••7 I� CLASS B" CONCRETE TO BE USED. I 5 7I6" 1'-1 1/z" 3/4" II &' �■ 9" f8' �Ia ,it — o�I I� I IL-'aUSE TYPE "E", "F", & "G" GRATE UNLESS OTHERWISE INDICATED. 1 1/2' 11" 1' 1 1/2" I R■ �U
/ I I■ . l �.--__■ hpH.pNQJSIbFJS AND WANRRES FUR RPoCx d1TCR BAStN1f2" umponnias o■ �I i�Mereeepsw
fi� ®� i ■I ■■ J _ ���� poRsNspo�xFur�r4W Fes([ aovrx u iFIN _ gqq$- 7Qj� reRcK uasawn . . 3,4' / Ij H6.4. �I H 1■ M I N I W 1IMS
I
F1 I■ r�-.} A - 5 �" C 6 X FR �IYn�610 F N NGrM NO�I.M Nff TEH.M N LSi lnP .•��-� • % . PF FTHi d7•� r III 3/4" 1I } �■ .ILnr _ _ _ _ _ _ _ _ _ I 1i II
r� _z - - - - }: �•: r� 4 5I8"- { l■ �I0 NVIEW WHEN 8" X 6" IT_ ICI M PLAN - _ 3 sr'.. - i � - ,� -)_ - - - S T::' ulNrn 3/4" 1" 4 3f4• I 11/1 " J- f�1 �I V
1 iz �l�ra } o. 11
ER R -CURB IS USEI] IN PLACE f I I I�I♦�■� _ _ V � = _ am' tit 6, 2_ _ _ : _ _ , ] 0-41[] v. zr4r i, ��1�12 11 lf2' SEGnON-RR fi"OF HOOD L� Ia- +a 3ii o.s+s ocs9 z. r+ o. axon o.eas FiDOD ELEVATION -�•
-+
PLAN ;' s DAB REVISEDSCALE DETAIL l , r 1 SECTION-XX SECTION -YYMt) CJ
ti.vom)�l. DATE REVISED SCALE DETAIL 4 �t�yL�s �i �iL►a )(► GATE REVISED SCALE DETAIL D
�, 8/16/04 6/15/04 NOT TO SCALE S D- `- 8/16/04 8/18/D4 NOT TO SCALE S D-5 •?y, a/16/04 5/15/04 NOT TO SCALE S -6
c„,,,
C• STANDARD BRICK CATCH BASIN 12 THRU 54" PIPE ' �� ► �•• STANDARD FRAME GRATES AND HOOD FDR USE DN STANDARD CATCH BASiN
r STANDAR❑ BRICK CATCH BASIN 12" THRU 54 PIPE r ,rlit �.l �. 1•+' 11 CITY OF BURLINGTDN, NORTH CAROLINA ,� `` , 1� CITY DF BURLINGTDN, NORTH CAROLINA -4, '" CITY OF BURLINGTON, NORTH CAROLINA
axe ENGINEERING DEPARTMENT i �'�= ENGINEERING DEPARTMENT r ENGINEERING DEPARTMENT
DIMENSIONS AND QUANTr11ES Z
DIMENSIONS OF BOX & PIPE CONCRETE TOTAL BRICK MASONRY DEDUCTIONS FOR O
DETAIL SHOWING TYPES OF GRATES TO BE USED ACCORDING TO WATER FLOW. PIPE SPAN WIDTH HEIGHT IN BASE PER FT. BRICK MIN. ONE PIPE
H F D A 8 HvAIN' CU. YDS. HEIGHT COPING H C.M. R.0 I-
2'-11 3/4" 1 1/2" 126 3' 0" 2'-0" 7y 0.267 0.313 0.037 0.871 0.020 0.032 Q w m
1 57" -'I
15 3-O 0.976 0.031 0.047 2 w" " 12 3/4 1 5/8" 1B 3'-5 1.lOfi a.078044 O.Ofi5Bi 1 2' 240 4-Q 1.z89 0.07s 0.113 o J N-9 7/8" E E 30 3'-0" 2'-0" 4'-3 0.267 0.313 0.037 1.367 0.122 0.170 U_ w
/1i1r TYPE "G" TYPE E TYPE "F" 1-7 i + I I I +I -U U
4 1, -
A A 9 7 B" 1 15/32" I I I 1 2'-6" L J _ (/� w� Z H z
1'-11 3/4'f a---11''''ir_-_ _--- -- f / G I t I G rpATE REVISED SCALE DETAIL 9 , • O Z w
-zIIs,i
z.�- = } 2'-3 1/4' L I I I J ,� t?..,t. .�, S D- J O 2
WATER FLOW SAG -.- WATER FLOW I II 1 r $/I /04 8f1$/04 NOT Tp SCALE—L l 1 I _R wwN
I
B I 1/2� E I I I I i J rr r •.r' STANDARD BRICK DROP INLET 12" THRU 30" PIPE Z 0 a_ In C7
1,_ `'' )
f 1/2• -I�-1 3/4" t 1.-4 112 -H F , CITY OF BURLINGTON, NORTH CAROLINA W
�:r_1 1/2` 115/32" 1'-4 1/2" - 3'-6" ENGINEERING DEPARTMENT
2
5f8" SECTION B-B 1/8" 1/8" PLAN OF FRAME
WATER FLOW SAG WATER FLOW - 1'-7 5/8" 1'-7 5/8'
1 3/4 3`-3 3/4 CAST IRON
TYPE "F TYPE "e' TYPE "c" TYPE-E PLAN OF GRATING l' 3/4" 3/4" ' SOIL EROSION & SEDIMENTATION Ce
CAST IRON CONTROL PLANS CC
RASED FLOW ARROW 1 f 18" HIGH --RAISED FLOW ARROW 1 f 16" HIGH 2",,e 3"-2" /8"
2'-11 3/4` TI
P 2 31a" 1---�- a 2'-1 1 3/4" 2 3/4" H
}` } APPROVED BY David B. Bowman, PE a
H-1' 7 5/8" 1' 7 5/a" 2" f f DATE 2/10/2022 CC1 ' / } 3' 1 3 4"♦ a
J 1 1/2` W
1'-11 3f4 1'-1 1 3f4" .0,- R 3 1fi" 3' 8`
3/16' 3 8" R / V l,l„1
/ // ► 1 1/2" R 1/8" A1/8'
r 1' DEPRESSION / /
1 •�� O \1� 1 1 R f/ // f,/ 1' -GQ
P J /2 Q Q I J SEC11ON-EE 1 [' 1"
1 1/2" 1 3/4" 1 1/2" 1 3 4'
/ 1/8. / IH 3/9" H
I 1 f8" 11_2'_3 3/4' ,,8"
I I .-I I 2-3 3f4" �{2` 11 3/4" 1 T/2" • 2' 11 3f4' 1 1/2" I 2•-2"
1 1/2" _i L 7/8*4"-HH 1 1/2 1 7/'"�1�1 H 4" 2,
3/4'-I-
�� 2 0
t 3/4" SECTION A-A 1 3 4' SECTION A-A 1 3/16" 2" 2 1/8" 2'-1 3/4 2 1/8"
TYPE-F TYPE G NOTES: 2'_6"
s DAATE ' REVISED SCALE DETAIL 1 SECTION-HH USE ON STANDARD DROP INLET SEE DRAWING SD-9. 5EC11ON-FF
.6,G i+ ,tr S D—7 f;. 8/16/04 8/18/04 NOT TO SCALE Q z
r r (PATE REVISED SCALE DETAIL n 1 W Z_ O
', is (1 i�+��(i� 8/1sS D- 1 0 0 w (D
7, ►�r► STANDARD FRAME, GRATES, AND HOOD FOR USE ON STANDARD CATCH BASIN �,- - /04 B/,B/D4 NOT TO SCALE a z O o Z
�' CITY OF BURLINGTON, NORTH CAROLINA -"' O a z m
4''2_`k'I*� _ r STANDARD DROP INLET GRATES AND FRAME � U - oc
ENGINEERING DEPARTMENT t Q = 2
'y '" 7=, CITY OF BURLINGTON, NORTH CAROLINA o a aa
ENGINEERING DEPARTMENT J a —
NON-WALK SURFACE H z } N
SIDEWALK AREA w `� Z Z
W W W W WWW p Q P
4-4,-4. 4,-4-4. cc 1- O O
4.....k..,,, •Y W W
W W W W Cl_ N U
•
/■■r -• ► PIPE DIA. /�'�� p� W W W W W W W
W WWWWWWWW W W
1.si�~�'1���;■•1�1� ��.�' '�i'ti� N( 1'pR / tlll''ll WWW WWWWWWW WW ,v
� �j 4' •Y W W •Y W * 6" 12"
�,��F►Iref f,t•l �� ►efo fir21r* + I ,,11111I W W W W W W W W
•f.,�•►ft45P' I,� ,IVA:AL`r O. I� N. 11I111 x CONCRETE CURB
► "�►�'IP4i$ :
reire�r, 1* 1< I1 mIn 4•ti,)Vt3r W WAi Ur" `• I,1',►, � wg A ► 1 ���� r DETECTABLE \ IIIIIIIIIIWWWW�WWW
WARNING �\ IIIIIII W W W W W
= '• • *f� % iU���1 �.�fRIPRAPBflOkflll N4atenDl _J W WW W W W/,�. ,► • ' ?! . •` .ilA r/ SuitOble ■ SURFACE _ IIII 1 I►�►►' 1 t� IMO*
Q+I� �i`�y*���`: '• . \ IIIWW/��►�+� •�•� ��� IIIIWW1 `►r�F� ,rw�� ,►� * �•++•., �1 ,� IIIIII WWWWW`W�•t A 'r • �► �%" �� - ?/� �s�� .�r*4 �0 : � lIIII. W K��. �.ti*���•t�•• �• •i�: \ III •�W W W W W•�W•�W v
I. '►•►'tf '1.,**.�. !� • :! ►�•*■. �' SW '#!fb # iiitf+*��'::.. LANDING WIDTH '"�,�,,,
W W W W W W p
�lll■��1, ►�lattilti
1� r .►flr��i ��" �� r +`#� �•. �`•�* s 5'-0" MINIMUM /
�• �R �� ■ +y ! v miNs • ISOMETRIC VIEWNo S ar 57 ./� \ P4-9'
� � W�4- ! aS TYPICAL CONC. �• ♦ • / ■ �, / , \ il
■ +� y� .� r 2-•jrr v FLARED END //// Stone f-►--Ai■•Al►J►�,.►1�C1 �!i �•:A ►+Ar• SECTION • ■�■ ■ " \\ � WW N1 WW WIll i— r
!■ ►j•■ .��i. ■ I �,r�3 '• minimum 8 \\\ W O w
•alk �. A ,_ .' t Aik: 104I. A �. . A TYPE 2
�►•�•► � ' ,-► s F Y +i�r■l�� ��, OD = Outside Diameter of Pipe \\ zo
• !• Mr•' ■ rr ■•.'■�' m:044::040 NL ,,:�i s:�; gb, -,IA, SIDEWALK WIDTH �7 o
► LR►. .x, BEDDING REQUIREMENTS FOR RCP PIPE ON STABLE SUBGRADE \ ' "c �. `� 5 0 MIN. LLJ CC
PLAN i. 1 �! f6 CURB 1.,
��sAr•r�
1;��� irs7■\ ;�sgrgetel F-
AND GUTTER LU La e 1 4b4b- R�•t• St l�■'•T 6"x 12" CONCRETE CURB Q N ._
Ee••► �fl�■rw bib—.A 1 S in min cover N a
do PIPE DIA .i= yr* .��.� ��''{s ,�
La . APRON LENGTH -%Ali s] ��lv)' it . y y y y y y LL
~~ ■� r NON-WALK SURFACE " " " " " y y y yy y
�' 7 ■ate d 3R XO PIDEPT MIN / \© Z 0 a \.(1 \
��#�'■+1. PLANAlly i
d = APRON DEPTH Suitable y y y y y y y y y �� `� � � �
,,, r�4 Backfill Material y y y y A y A y
rt DETECTABLE WARNING y y y y y y y y �0
'� I �. Q DRAWN BY:JAS
■: • SURFACE yyyyyyyy I Ogg*? •,.fir Y f •
r.-- =111r�= 070-1��E i*al A t l igtiffwi�."tl�lr= ti I"' rd,/j7, -;2b-]I11=ii=1f 71C �.Ni�ww f!►R/•'� ■ (f...ipa u :ii'=,.. d "OD 2 yyyyy IIQ1.0 11IIII.=11=fI=1i=...: ,'R.�•.•.••_..�.;0 • tis 44!•or,./....11f117. SLOPE 0 X FLOW �• CHECKED BY ARS
.a .r ..f.r.r•r.ra�a+•��-•..� �stw ryr...r■�•i.r +rM� ■ ■ y IIIIII y y y
No 5 or 57 ♦�IiII yyyyyyyy DATE:11�30�2021
JI II IL JI 11C=11 �rrr r `�. ...r.rrr r •r• •• rrr+rrr�.i—II. IL JI. r �L�,� � �r.� Ii��' "o y y y y y y y y y y y
1=11=11011-=1111."-'ll L=ll'-:1I II•-1f=0= li='11 `lull 1�1t=i1=11=11= Stone 1 o!►!�ies p. o a O PROJECT NO.: 304-01
f11-11r lf.1F#11P1F= `If=111.`If7f.T I1F=li=117 if l f 7III.Ec.TA�r I a s s s a y a s s s s a s s
NOTES- - - - - = -I�� - I I minimum 6° \ \
MCI II yyyyyyyyyyyyyyyyy REF. NO.:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS = assassassassassasss
1 I i I b - K \\ y y y y y y y y y y y y y y y y y y y y y y y
Filter blanket OD = Outside Diameter of Pipe SCALE:1"=30'
3. Lo is the length of the riprop apron. d
SECTION A-A
SECTION A-A
\ y y y y y y y y y y y y y y y y y y y y y y
NOTES: LANDING WIDTH y y y y y y y y y y y y y y y y y y y y y y ,fir\\'''''IIIII,,,,,!'
2. d 1.5 times the maximum stone diameter but Filter blanket BEDDING REQUIREMENTS FOR HOPE PIPE ON STABLE SUBGRADE y y y y y y y y y y y y y y y y y sass `N C,qR�%,
5-0 MINIMUM
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS \\ y y y y y y y y y y y y y y y y y y y `rrorrmullwew,i..
y y y a a s y y y .I y a y y .I y y
\ y y y y y y y y y y y y y y = �0
1. La is the length of the riprop apron. \\\ \ Q �� �O'' ''
not lase than 6' ``� ` SS �/
2. d - 1.5 times the maximum stone diameter but 3 lEAftit.,
3. I
n well-defined channel extend the apron up the y y y y y y y - _not leas than 6` \channel banks to on elevation of 6' oboe the 2'-6" CURB &GUTTER \ \maximum tailwoter depth or to the top of the 3. A filter blanket or filter fabric should be NOTE: \ _ 26461 a
bank which ever is Tess. installed between the riprop and soil foundation. SEE GENERAL SPECIFICATIONS FOR BEDDING \ -.:-.:-7'
/11/20
REQUIREMENTS FOR UNSTABLE SUBORADE AND O 8.33% (12:1) MAX RAMP SLOPE �-7 t��! J�:�
4- A filter blanket or filter fabric should be ROCK FORMATIONS. "i, G/1V v p0`
installed between the riprap and soil foundation. O CROSS SLOPE: 2.00% ''' '",,,Z STO`-�```°"
�� ,,,nfn eetoao ,,,•
r l rl ►` r rDATE REUSED SCALE DETAIL
ti nnnnnrlruarr
.C�LyiT �y DATE REVISED SCALE DETAIL � Yf DATE REUSED SCALE DETAILsy3�+X
• "I? 8/16/04 8/78/04 NOT TO SCALE S E— �r 8/1e/04 8/16/04 NOT TO SCALE
S E—2 �, 8/16/04 s116/04 NOT TO SCALE S D 8
O3 CURB RAMPS REQUIRE A 4 FOOT MINIMUM
.. !� ,. 1� LANDING WITH A MAXIMUM CROSS SLOPE
►/' PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL ��'k' - PPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL !� 'r► r' BEDDING REQUIREMENTS FOR STORM DRAINAGE PIPE ON STABLE SUBGRA❑E AND LONGITUDINAL SLOPE OF 2.00% C6
�• CITY OF BURLINGTON, NORTH CAROLINA •*. 7� CITY OF BURLINGTON, NORTH CAROLINA !'. `` 7:, CITY OF BURLINGTON, NORTH CAROLINA WHERE PEDESTRIANS PERFORM TURNING
�..
•
07'= ENGINEERING DEPARTMENT44: ENGINEERING DEPARTMENT "��- ENGINEERING DEPARTMENT MANEUVERS. SLOPE TO DRAIN TO CURB.
TYPE1B 6 OF 8)

NOTES: ' OC IdAX --I Construction Sequence
g
DEWATERING CONCRETE BLOCK CONSTRUCTION SPECIFICATIONS CLASS 'A' RIP RAP 1.Obtain Erosion Control Plan approval from the City of Burlington Engineering Department and all applicable permits
1) TOTAL DRAINAGE AREA FLOWING TO
FENCE MAY NOT EXCEED 1 ACRE. ____-__.------- 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE from other reviewing agencies.
NOTES: SILT ICE • ::'u;"'.r-:-�. Y••�`. ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL PLAN 2.The Erosion Control Inspector can be reached at the Engineering Department at 336-222-5050. CV
2) SILT FENCES SHOULD NOT BE -, BL�fi�� DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED 3.Set up Pre-construction meeting with the owner,all contractors involved with land disturbance and the Erosion Control oo E
a. NCDOT 1 5 OR #57 WASHED STONE SHALL USED AT PIPE OUTLETS OR IN �- +LI L�� 1a: ` AT LEAST 2 INCHES BELOW THE CREST OF THE STORM Inspector on siteprior to anyclearingor grading.Land-Disturbing Permit maynot be issued until(if applicable) co O d'
BE USED. PAD TO BE 50'L X 20'W X 6" AREAS OF CONCENTRATED FLOW I 4 `I FLOW OF WATER ` 4* � DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST p g g g pp ) I U 00
(CREEKS, DIFCHLINEs, SW ALES 1 i I `q'4.� THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT fit Watershed and Landscaping Plans are approved. Initial Date U Ljp rjl
D AT A MINIMUM. ( ��IIU'
S ptT - 0 :.,IimRm��I.*° AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. Lf 4.Flagging of all the construction/denuded limits and any other buffers shall be performed prior to the preconstruction C N > N
ETC.} -tip r. '•:L.•.�1. .� ..'1 . 'L rV
b. TURNING RADIUS SUFFICIENT TO SZO , ■W. T V-,r r Y , f "■q• IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT Jr�Ir� stayAny broughtd O 'E_
SF9LMR5S ; : : - y►r�'+:�' y y{j 7 - ROWS BY PLACING 2x4 WOOD STUDS THROUGH meeting.Contractor is to within the limits of construction. need to cross this limit line will need to be to O (NI
ACCOMMODATE LARGE TRUCKS IS TO BE °. VI 4.n0■/ r.• ��� r *I the attention of the engineer prior to any cross over. Initial Date O O 0 U
F ei ! _ BLOCK OPENINGS. Uj I Z
1 C
• wC. / / s=
PROVIDED. k° �� 0 i F . Q� I 5.Install stone and fabric construction entrance as per detail. Initial Date D ,-
O� '!7, a a��= 2, CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE .+ BV-6" 6.Clear and grub those areas needed to install erosion control measures as shown on the Phase I Erosion Control Plan. `4 O O
IV
c. PROVIDE
ENTRANCE(S) SHOULD B£ LOCATED TO _ f 711■ +;-;.,,°.... •.. „-;y - WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL P� Ii 6 c - _
PROVIDE FOR MAXIMUM UTILITY BY ALL ^�` BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. it All perimeter measures must be stabilized with sufficient ground cover immediately after installation. O 1
CONSTRUCTION VEHICLES. �- ��0.. ��, Initial Date 0 O m m i
TO INCREASE STORAGE CAPACITY AND -------3. USE CLEAN GRAVEL, PLACED TO THE TOP it 7.Upon installation of the above-mentioned erosion control measures,call for on-site inspection by the City of Burlington c/) N m 00 O
PROLONG THE LIFE OF THE SILT FENCE, rr 2:1 SLOPE, GRAVEL FILTER OF THE BLOCK ON A 2:1 SLOPE OR SILT FENCE
d. MUST BE MAINTAINED !N A CONDITION Erosion Control Inspector. •• @) l0 i
IS GENERALLY ADVISABLE TO DIG A FLATTER AND SMOOTH IT TO AN EVEN GRADE. O
WHICH WILL PREVENT TRACKING OR SILT FENCE Initial Date
SEDIMENT PIT IN FRONT OF THE SILT PLAN DOT #4 WASHED STONE IS RECOMMENDED. C O
OFRECT FLOW OF MUD ONTO STREETS. WIRE SCREEN 1" DIAMETER WASHED STONE 8.Once inspected,clear and grub remainder of site. Initial Date la)
PERIODIC TOPDRESSING WITH STONE FENCE WHENEVER POSSIBLE.
TEMPORARY SEDIMENT 9.The permittee shall comply with inspection,monitoring and controls specified for stormwater discharges once 75 CO
SILL BE NECESSARY; KEEP SOME HANDY. THIS METHOD OFINLET PROTECTION IS APPLICABLE PODL� ° �° jib* DEWATERING 10' MINIMUM disturbance has begun on the site and until completion of construction or development and the establishment of a Q
12 GAUGE 4']14' OR 2'X4• WELDED WIRE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE y Rl1NOFF WATER 'u.!.�- OR AS SHOWN ON PLAN permanent ground cover.
e. ANY MATERIAL WHICH STILL MAKES IT HOOKED ONTO PREFORMED CHANNELS ON AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT r W/SEIXMENT r"•�•
ONTO THE ROAD MUST BE CLEANED UP METAL POSTS, OR FASTENED TO CEDAR OR EXCESSIVE PONDING AROUND THE STRUCTURE 1 MrAMUM +�* :yiYF i�i�� as' 10.During construction and until completion of construction or development and the establishment of permanent ground
IMMEDIATELY- WOOD POSTS W/ NO.8 STAPLES. 2' MAXIMUM • • ' o:V:;7 • R J_ END SILT FENCE - I cover,the permittee shall provide the operation and maintenance necessary to operate the stormwater control measures
1 y.� *;.` = �� END SILT FENCE and all erosion and sedimentation control measures at optimum efficiency.
{ # a:. a.uII-111
ii iI=III=11[=11=11=• amwalrra.Iesl.RRl►rgeemslol iaaR11111/IR1■m111I!®1•W111
•�1 1 PI •� 1E FILTERED V
R]L 1=11F1111= RUNOFF �NEMO=IliIgniNEMEMi 191teitia11iliRAii•®i■■ice 11.Ground cover will be required on all denuded areas other than perimeter dikes,swales,ditches and slopes steeper
=1111I11111R11IRI111II IiY1IbRI1I®11R0111il11111
ULTRAVIOLET RESISTANT (BLACK) MIRIFI SEDIMENT =11=IIr•=11=III �83I1>I11HII�111I111li s .. $81l11>dm81i1i11I11®! than 3:1 within fourteen(14)days)of completion of any phase of grading.(effective August 3,2011-DENR General Lim.._,
11-i1- ®11I11111diINSIME11I0- `- 6 MIN. -=AmRl1i1111111RI!®1iNII�
FABRIC OR EQUIVALENT SECURED TO WIRE !I '�R1111111111INEMEI I- - 1►71d0Y1Ii■1ivO>I1ililO�r Permit NCG010000).A detailed explanation may be viewed at<http://portal.ncdenr.orgNvebNvgNvs/su/construction>.
W/ METAL CUPS OR WIRE AT 8' OFF MIME111I1111.111mORY11 IPAMMl®iilillllg®11 Record date(s)of providing ground cover Initial Date C in
CENTER. STANDARD BLOCK & GRAVEL DROP INLET SEDIMENT FILTER SECTION ®111ImII1RI11Re0IRIR►1®I NE11111'�oY11g®i111R1111
a llifilElll11111im111B11ii MeiVIIIINPM1®IIIINO IIBd!® 12.Provide ground cover on all perimeter dikes,swales,ditches and slopes steeper than 3:1 within seven(7)days - C
��y1P �111111i16>diR1EIMMIII II MO11 a1110om11l1®1IER - N
�p4° /� A �i1111dmR1EMEIPM1RI 1111am11111I11011111110� (effective August 3,2011-DENR General Permit NCG010000).A detailed explanation may be viewed at N
HARDWARE CLOTH(1/2"Xt/2p �1ii1111111111vi111i IIIRa11►7111i■■111I111!® <http://portal.ncdenr.org/web/wq/ws/su/construction>.AROUND PERIMETER OF CONCRETE 1181111I111B1111MIMENII 11$g1M1111g1®111i1F C
G 0a BLOCKS TO PREVENT /1111 1I1111111eii1I1►E1■R•III :Im11i11 111om11111■11■� Any slope indicated steeper than 3 to 1 shall be covered with excelsior matting to prevent erosion after seeding. - o
��w% ° MAX. SEDIMENT STORAGE LEVEL. REMOVE MOVEMENT OF GRA a GRAVEL FILTER MINE111'11ROE118®111I -.iillIIMH0®i1111l1®II► u
�.1#�M:; PLACED TO TOP v. a. --=•■ .. >� Initial Date
�4,♦..# 0�, • `f. SEDIMENT WHEN THIS LEVEL IS REACHED OR 0 of CONCRLTE BLOCKS 11111E1111I1111111®111.1111®�• •11111f111�11111�®tlt1111®111� C co)
so. ,�I AS DIRECTED BY CONSERVATION INSPECTOR. 13.All erosion control devices are to remain In place Until site Is properly stabilized with sufficient ground cover.Ground LLJ
.^1 rr�.i• '• +.,,,, Miry
�:.;�i,���►�/•�,. , I cover must be maintained to a degree that prevents soil erosion and sedimentation at all times. N
AIM 4. r"•11 FV-1 tires ,� FRONT VIEW shall occur 171
II 14 Call for an inspection prior to removing any erosion control devices Removal of erosion control devices shalM.� .rri1=11•� • . . n�rrMe�•1�;�..- r=i r' II i BURY WIRE FENCE & FILTER onl u on recei t of a roval from erosion control ins ector.An modifications to the a roved lans must ber:i°s! i"L■�' �iiw*eti:�S•i :• i:e:ii• I FABRIC IN TRENCH Y p p pp p Y pp p N o�
ice' �! L� •
�,* ,►r���*•-■7. � '•!.- ®� a! preapproved and documented on the Self-Inspection Forms. }' w
t0 4■•el. 1.10.410
.e �,a �'t■- ° r 15.A meeting with stormwater is required before temporary measures are removed or converted to permanent BMP.fi` MIN • .• • i••��.y' o • =i=%'r44 %=i=l'`I=1'1'I•`44 • +-+42007■!t. 1 no .P.M.,4 1 I�In `.--El'• --- CONCRETE 9L'•s I 2•xa• WOOD STUD EXTENDED
Once you have approval from stormwater you may remove the sediment that has been collected from the erosion control (J) U
■�+•••, •S 4 111.t410.• ':: ° - - TRENCH, COVER W SOIL de BACKFILL A�J INTO CONCRETE BLOCKS OVERFLOW CURS INLET devices and grade the areas)where the measures were installed to final elevations and stabilize.Sand filters shall be
�•`r. ■,: ■ .^� - -_-_ / RUNOFF WATER METAL POST • installed after the area draining to the device is stabilized.
• .e.ip ''.'��• SHEET DRAINAGE (ONLY) P LAN WI SEDIMENT --
••�•�•• _"-_-•_•- -_-_ .�_ �% ll 1 I WIRE FENCE & FILTER FABRIC 16.The permittee shall ensure that the general contractor/grading contractor/builder prevent sedimentation from leaving
s_r
• N rr f: the site by the construction traffic.In addition,the general contractor/grading contractor/builder shall have on site the
2" - 3" COURSE AGGREGATE 1 _ _-_- . _ -- _.._ ._. THIS METHOD OF INLET PROTECTION IS APPLICABLE z!z!zI�i o�� O. 12" THICK 1"DIA WASHED STONE
_ _ - __4 r NATURAL GRADE ■ . means to remove any sediment tracked onto the street.If conditions require,equipment must be on site to wash tires of
1=1.=11.=11.=11.=-IIr11.�1- AT CURB INLET WHERE AN OVERFLOW CAPACITY IS FILTERm f�■
_ _ _ _ P vehiclesprior to enteringstreet.
a-1=u=u-n-RR-u-
CARRY AP ROX.12" OF FABRIC INTO TRENCH. RUNOFF
1 1.111 1.#11 1=11 L JL NECESSARY TO PREVENT EXCESSIVE PONDING IN oa TuarFIr - - __ -, =_ _ =11 11 18'
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L.-.:Il-1f '[ 11-IIII-II11 FRONT OF THE STRUCTURE
z iiwil ililin�=i1� H I I� I-I!=I HI I1�I I=NOTES: APPLJCABLE Al ALL POINTS OF - _ _
1L•-11- I-II-iL-11-11 11 I l-I I I�1 R I-I I I I R I-I 1
INGRESS do EGRESS UNTIL SITE Is 1., =.1•=l`-'1 1111=11.=.1 - r t Erosion Control Notes.
1ill*II � 71-'fl-I HIRE SCREE 2'x4'WOOD STUD :■ ■ .:#N Z
STABILIZED, FREQUENT CHECKS OF11=11=11011= CARRY 6' OF WIRE INTO TRENCH. •r
TER=11=1L- OHM BLOCKING} L�r■ ■ _�5.�;;•,:. O
THE DEVICE AND TIMELY ,r-11- METAL, CEDAR OR 4"X4" TREATED WOOD CROSS-SECTION AA -III-I -III-III- T-I I f-III- I I-I I f- 1.The Erosion Control Inspector can be reached at the Engineering Department at 336-222-5050. H
MAINTENANCE MUST BE PROVIDED. - Q IL:
POSTS AT 10'o.C. MAX.. CEDAR & WOOD U 2.Erosion control devices are to be installed based on details provided under the approved plans.The plans and details m
POSTS SHOULD BE 3' DEEP MIN. STANDARD BLOCK & GRAVEL CURB INLET SEDIMENT FILTER - ill MIN. - SECTION are based on the NC Erosion and Sediment Planning and Design Manual,and recognized Best Management Practices cc J cc N
}y +•�� rDATE REVISED SCALE DETAIL [' �] U (BMP's)or the City of Burlington specifications and details. J v~i N
0 . "'DATE REVISED SCALE DETAIL - 1 y�� ;C� DATA REVISED SCALE DETAIL - , �'1 jar; 8/1 B/D4 a/18/04 NOT TO SCALE S E•`•-2 3 c4i,:ar, rDATE REVISED SCALE D£TArL _ 1 3.The City of Burlington's Enforcement Officer is required to periodically inspect the sites of land-disturbing activities and z_v v
" F;. a/16/04 8/18/04 NOT TO SCALE S E 1 ;. 8/16/04 a/1a/04 NOT TO SCALE S E U II fi #' • '�,i; s/18/04 8/18/04 NOT TO SCALE 8 conduct investigations of such sites for violations of ordinance.No person(s)shall refuse entry or access to any Q w z
. -w ■� -pa. � authorized representative or agent of the city who requests entry for purposes of inspection and who presents appropriate a a
+ ■ ► r► STANDARD BLOCK & GRAVEL INLET PROTECTION ■
Affrr `' TEMPORARY CONSTRUCTION ENTRANCE EXIT ► _ SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE �' I ► STONE FILTER OUTLET credentials,nor shall any person obstruct,hamper,or interfere with any such representative while in the process of O z w Q
r. ' L r " 1� CITY OF BURLINGTON, NORTH CAROLINA LJu O _
i
"' 1�Y CITY OF BURLINGTON, NORTH CAROLINA "� " 1; CITY OF BURLINGTON, NORTH CAROLINA 'I �• 7 CITY OF BURLINGTON, NORTH CAROLINA carrying out his official duties. Q
���.j .�► ENGINEERING DEPARTMENT sJ.•y. -. �r 4.The contractor shall maintain close contact with the erosion control inspector.Additional erosion control measures may 1-11 w Ni =
"� ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT be required by the erosion control inspector to correct an emergency situation where sediments are being discharge off CI a O
the site.It is the permittee's responsibility to maintain erosion on-site regardless of the measures required. W
5.Deviation from the approved E&SC Plan,or approved amendment shall constitute a violation of the terms anc
Steel Fence Post conditions of thegeneralpermit except that deviation from the approved pan will be allowed: 2
a. MACHINE COMPACTION OF ALA.. FILL IS REQUIRED. DIVERSIONS P PP
I SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS •to correct an emergency situation where sediments are being discharged off site,or,
Wire Fence I Fifer Fabric INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO •when minor modifications have been made that result in an alteration or relocation of an erosion or sedimentation
UPON COMPLETION AND ACCEPTANCE OF IMPROVEMENTS OUTLINED IN THE PHASING PROGRAM,THE
Hardware Cloth I On Ground CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION control measure and does not affect the ability of the measure to perform as intended.
ENTIRE AREA DISTURBED BY PROJECT CONSTRUCTION SHALL BE PROVIDED WITH A PERMANENT
WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS Allowed deviations must be noted on the approved E&SC Plan and maintained at the job site. CC
!:: VEGETATIVE COVER. THE DISTURBED AREAS SHALL BE FINELY TILLED BY HARROWING. WHERE SOIL
_ ;
ARE INSTALLED IS EACH CRITICAL POINT IS REACHED). arc construction sites one O acre or more,re
CONDITIONS ARE UNFAVORABLE FOR SUCCESSFUL ESTABLISHMENT OF COVER, AVAILABLE TOPSOIL q
6.As of March 10,2003,all tructiit 1 wires a NPDES Permit.
1
Filter of 1' Diameter
SHALL BE SPREAD.APPLY SOIL AMMENDMENTS AND MULCH AT THE RATES SHOWN BELOW.SEED SHALL Therefore:
;r'. 6. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY
' IBE LIGHTLY COVERED AND SOIL SHALL BE FIRMED. STRAW MULCH SHALL BE APPLIED TO THE SEEDED •Written documentation of a deviation from approved plan must be noted on the approved plans. CL Ur)
Washed Stone CONSTRUCTION OPERATIONS,
.;-•�� ;, .,?1� AREA AND ANCHORED WITH A TACK. ■Written documentation of an emergency situation where sediment has been discharged off site must be recorded.Also, � J
c. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN contractor's actions to repair and return area to prestorm condition must be recorded.
f IN PLACED OVER 30 DAYS. •The permittee shall inspect all erosion and sedimentation control facilities every seven days and within 24 hours of a.5 Q
Bury Wire Fence and Hardware Cloth J ii inch of rain.Findings shall be recorded and presented upon inspector's request. W
II d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. TEMPORARY SEEDING SPECIFICATIONS SCHEDULE FOR PROVIDING PERMANENT •The contractor shall provide rain-recording device and record each rainfall. W
Il :CT
ON REPAIR AS NECESSARY. DATES RATE VEGETATIVE COVER •Any failures that cause visible sedimentation to leave the approved disturbed limits shall be corrected immediately and
�,�}, (LB./ACRE) DATES RATE documented.
goy 03%26,0 gb0 googOOg 5O oOO goo goo g o3 i oce JANUARY 1-MAY 1 (LB./ACRE) •A copy of the NPDES Permit should be kept on site for reference.
.p C7 12• MIN LIMESTONE 2000
ba o a 7 NOVEMBER 1 FEBRUARY 15 WINTER 7.A new Self-Inspection Program for all land disturbing activities larger than one(1)acre became effective October 1, J
b0 qa0 p p RYE(GRAIN)
120 TALL FESCUE 100 per113A-54.1(e). personsconducting land-disturbing largera
d� 2010 as GS This General Statue directs all activities than
0 o O � SLOPE 2:1 4�' RYE(GRAIN) 120 gy 9
(50��0 life) MAX 2, z • MULCH-STRAW& 4000 RYE(GRAIN) 40 one(1)acre to inspect their project after completing each phase of the project,and document the inspection in writing.A
8 sb $b
Q� TACK FEBRUARY 16-APRIL 30 SPRING detailed explanation may be viewed at North Carolina Department of Environment and Natural Resources(DENR),
O
8
p NATURAL GROUND
0 b <http://www.dlrenrstate.nc.us/pages/sedimentation_new.html>.
� ab a Division of Land Resources'Web-site at htt :/Nvww.dlr.enr.state.nc.us/ a es/sedimentation new.html
DR FILL OR CUT � TALL FESCUE 90
P Pg
g80 goo gb MAY 1-AUGUST 15 8.As of August 3,2011,revisions were made to the North Carolina Division of Water Quality(DWQ)Construction O
b0 gb0 goo ab SLOPES KOBE LESPEDEZA(SEE 30
LIMESTONE 2000 General Permit NCG01 with emphasis on Ground Stabilization,BuildingWaste Handling,Inspections,Conditions in the
go COMPACTED FILL NOTE 1) ( ) p g'
ob0ob0 oA0 060 p o a o FERTILIZER(10-10-10) 750 Erosion and Sedimentation Control Plans and Sediment Basins.A detailed explanation may be viewed at
n o• pd0 4rS0 d+10 ob0 b0 p d�hOgo��o10...�r�a.noO p•nQ.o.7nOvoQ .-n c• s- BERM GERMAN MILLET 40 Low TALL FESCUE SO
maintenance <http://portal.ncdenr.org/web/wq/ws/su/construction>.
SERICEA LESPEDEZA 30
MULCH-STRAW& 4000
" / pW TACK Slopes 9.BMP's may be used until the end of all grading phases and construction of improvements(buildings,parking,etc.)for z
KOBE LESPEDEZA 10 W <
collection of sediment.If BMP's are used for erosion control measures then the structure shall be cleaned of collectec z O
1Er MIN
MAY 1-AUGUST 30-SUMMER
sediment prior to certification b engineer. J
w
�l/ AUGUST 15-JANUARY 1
P Y 9 �
TALL FESCUE 80 elm O
U
z_
Silt FenceN 1 LIMESTONE z000 10.Weather forecast shall be monitored.The contractor shall prepare for rain events by re-examining all erosion control
GERMAN MILLET 10 O Q z
FERTILIZER(10-10-10) 1000 measures prior to start of precipitation.Any re-enforcement or corrections should be performed and documented. � Q �
PLAN - SEPTEMBER 1-OCTOBER 31-FALL ~ - m
RYE(GRAIN) 120 11.If fill materials are to be brought onto this project or waste materials are to betaken from this project,this information Q =
MULCH-STRAW& 4000 TALL FESCUE 120 must be disclosed and shown on the erosion control and grading plan.Borrow areas and dump sites are considered to be Q
4' Min. TACK part of this project and the permittee is responsible for stabilization and erosion control measures at these sites.These 0 0 < -
I 1 1 i Y Y DITCH sites have to be permitted.Sites showing borrow or waste shall provide permits before the precon is scheduled.(This is a 0 z H N
I I I M M M 1 a• MIN balanced site.This is subject to change if an excess of unsuitable material is encountered.) u' I- z z
�tl®�����1111i�11�® ®1i�li®®w1.111®■®®®■1a��W��®®1■i FLOW p I. D
iltl®®®11®®�111111®® ®dll8lii�®1.116®110®®®®IIO1®®®®®11•111 12" MIN ,� 12.The erosion control inspector can require,in addition to any other civil or criminal penalty or injunctive relief,that any cc I- O O
®tl®®®IIII®I11 III®11®®®�tl1 111111 s®I11®!B®®®111111 1®®®1111iIF person(s)who is engaged in a land-disturbing activity and fails to retain sediment generated by the land-disturbing - `M v H
' .................•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1111�11m1111��1r 1 I activity,to restore the waters and land affected by the failure so as to minimize the detrimental effects of the resulting
'�Iiiimmi11�1g..:. .......................................................................... ....mpiu {��aill. GENERAL NOTES:
l:®®®�11®�. ... ®111®®®i1111k - pollution by sedimentation.
iummum imum.••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••:::m®m®m® m,m I 1. FOR PERMANENT VEGETATIVE COVER,SOIL AMENDMENT APPLICATION RATES:APPLY LIME AND
111.111111111111111111111• :01ImI001mII1!W •_-.- • •..-. I FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/AC GROUND AGRICULTURAL
111®ala111®®® 11111111111111111, - LIMESTONE AND 1000 LB/AC 10-10-10 FERTILIZER. APPLY 4000-LB/AC GRAIN STRAW MULCH. SOIL EROSION & SEDIMENTATION ----)
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414111111111111 ipligiiiiiiiiifililigitillifillio... liiiiiiiiiiiN...':': ... III::I;It:II:::uilI:::::I::::II:::I l iii®11®®®111 111A ANCHOR MULCH WITH TACK,NETTING OR CRIMPING INTO SOIL.
BERM/DITCH CONTROL PLANS
2. TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL EXPOSED SLOPES
FRONTWITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
Top of Silt Fence Must MEW
NOTES' SEEDING FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90 APPROVED BY David B. Bowman, PE
Be at Least 1' Above CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,WHICHEVER
the Tap of the Washed POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. Is SHORTER. DATE 2��0�2022
Stone IF SLOPE EXCEEDS 2X, SEED AND MULCH DIVERSION.TRY
Bury Wire Fence,
Filter Fabric NOT TO EXCEED 5% .
and Hardware
Stee[ Fence Post Set Max. 2' Aport Cloth in Trench MAX. DRAINAGE AREA = 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN ;;
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED. o
.00 4,,.. DAB REVISED SCALE DETAIL 1 w N
�T�tO'iarf ('DATE REVISED SCALE DETAIL , [eiiT�`C�, (-DATE REVISED SCALE DETAIL 9 �� -` S E-2 4 ~
' S E-7 S E- 11/15/04 11/04/08 NOT TO SCALE ~ z
�, 8/16/❑4 B/18/O4 NOT TO SCALE t_TA1, F.et
s/18/O4 8/T$/O4 NOT TO SCALE _y` Q W
�y ''* 1 y �., �r . J1 TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS z 2 .-
SILT FENCE OUTLET r _ TEMPORARY DIVERSION BERM/DITCH ►+
��=�� A�f i ' CITY OF BURLINGTON, NORTH CAROLINA O O
"44.. ,, CITY OF BURLINGTON, NORTH CAROLINA ��"• �;. CITY OF BURLINGTON, NORTH CAROLINA "14.,. �� ENGINEERING DEPARTMENT v
ENGINEERING ❑EPARTMENT 'C� ENGINEERING DEPARTMENT LLI = 'o
H-
METAL POSTS N
NOTES: Lu N 1-
1.SKIMMER IS TO BE A SURFACE DEWATERING DEVICEHi Lu
0 Hi
SUCH AS BMP SKIMMER OR APPROVED DEVICE. ci
J
VENT SCREEN ACCESSIBLE _ O z_
THROUGH DOOR ,��;•�•-�••••i�••••••••►• •- GALVANIZED HARDWARE
2.SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN �� ,•••�A••• •♦.• §
TEMPORARY BASIN OR TO RISER INLET. ;�.;.:::::::::::::::::: i EXTENDS TO TOP OF BOX z a a a 4 g
3.ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN. "Pr_14
411,
••••❖•••••••• 'C• DRAWN BY:JAS
,41114
_______ _ 4.• • CHECKED BY:ARS
N3-40
r i�:���4�i:+ ^.. i�r
��.ry >I .:,�EM ....�ipive. DATE:11/30/2021
-- • ,r �d®NE,9 i i I t m I RI.VoMA PROJECT NO.: 304-01
a ❑ finiteI�► REF. NO.:
SCALE:1"=30'
SCHEDULE 40 PVC *O.
1RIGID FLEXIBLE JOIN FLOAT •sc. •�+ '+•••'1'•••••`` •` • -
1: rr+ ii •
�.�R+�otl�oorr.1��}�.0/11#+#� a
OUTLET END:CONNECTION '1 ie•
•� c +•� •r�+ .�■ r 1 fV „r �rr�rrl,r,,,,
RETRIEVAL ROPE •�;• ss� a •iR • •�• `" Cry ,'/�'''
TO OUTLET PIPE OR RISER Me 4 a'.T1,o ��+ +: �•A. ``Q o`��Ss�O��i�`�VjG%
� ..
�� a�a•�i•....s>i.00000aDDoao ::• _ E
�/1� 1111 11>> �z� i'0661
1 ��������///�/0 BARREL PIPE LONGER THAN SHOWN. �1�20 '
STANDARD SKIMMER DETAIL SCALE:NTS NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. O� ' nl N� "``` �
57 WASHED STONE - ,� U 1`1 G`
40m
1l 1 DA' REVISED SCALE DETAIL 1
g.TCillTr, 8/16/04 8/16/04 NOT TO SCALE S E- 1 /
C7
ti.,... . STANDARD CATCH BASIN / YARD INLET PROTECTION
'Z1 CITY OF BURLINGTON, NORTH CAROLINA 7 OF r ENGINEERING ❑EPARTMENT

(----
NEW S9.5B ASPHALT PAVEMENT OVERLAY, 1"MIN.
OVERLAYHAREA ROUTSIDEOVERLAY OVE LIMITS LIMITS SHALL BIS MILLED 1". GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE war CONCRETE HASIAPJT SEE SHEET 1 FOR (25' MIN. OUTTIDE OVER CUT AREA) Q N
NEW 119.0C ASPHALT BASE, 3" MIN. THE NCGO1 CONSTRUCTION GENERAL PERMIT 1, Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER E
PAVEMENT TO BE NEATLY Implementing the details and specifications on this plan sheet will result in the construction �,, &- 00 O dt
2. Provide drip pans under any stored equipment. ,_-,..,-�, co v
1" MILL AND 1" S9.5B OVERLAY AREA SAW CUT PERPENDICULAR activity being considered compliant with the Ground Stabilization and Materials Handling "�""""�� = =:i�"-'}- TM
TO SURFACE 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the r w.�,.;t U bp tv
2'�� WIDTH OF EXCAVATED !� 2' sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The ' 1,; as In ..r v`�° •,' `r : r\
EXISTING ROW MIN. project. I C N
-..-..-..-..-..-..-.. -..-. -..-..-..-..-.._ OPENING 'i i�j - I. IJJ '- - N
e , •- q . . . • OVERCUT delegated authority havingkthuhsdi vn�Al6 detailsand specifications shown on this sheet 4, Collect all spent fluids,store in separate containers and properly dispose as414
_' '-Y ; - a a) NO 0 U
• ..,� SIDEWAaK OVERCUT
a ,- LIMITSI LIMITS
gJttj_ -y^ J w
° p emay apply dependingdelegatedauthorityhaving hazardous waste(recycle when ossible . O 0
. ;.° not a I de endin on site conditions and the jurisdiction. { Y possible). �t�,_ N c 1 C Z
5. Remove leaking vehicles and construction equipment from service until the problem AVM". a l.IktA "ciao I> aIMMO="_ON' ,} •- Cr '- Qj
CURB AND GUTTER SECTION E:GROUND STABILIZATION has been corrected. 131111U�"'�";'�'"�' airi'" ,• W.1104. .r.n ate+ __
-v w w ��%w w w w w w Requiredr h h I Izatlon Timeframes 6. a recyclingr i p sal center that handles these materials. petroleum products I '�"'+'"� EAR
-Bring used fuels,lubricants,coolants,hydraulic fluids and other e m r I ;_ ';n+" r. 0 •- LO N
1. =
/ ► a 4 . /EXISTINC PAVEMENT G ound 5tab'Im 00to ❑ d•s ❑ ��Stabilize within this - .r•.
SS MH �'� . ti a : manycalendar rnr ra• IT stvlrtoer •rove n ctperpoe oC i
EXISTING BASE Site Area Description Timeframe variations O
ss-�ss /` / SS -SS ; a ^t• days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE O
�/ E I1-111=111 111"I. _ 111=1I I I"1"�I"'II' land disturbance cis
_II-11;-II=11- _ - 1. Never bury or burn waste, Place litter and debris in approved waste containers.
ei II-III-I I -III-III-III I_ Q
• TS'MIN. x5'MIN. _ - - - (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers e. dum star,trash/ -,,11M1g=11=11= . . . . . { g P CONCRETE WASHOUTS
/ 1_ 1 -III-III-III 1 1I swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes.
-I - - _ - _ 1. Do not discharge concrete or cement slurry from the site.
�% I�II - = perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface
CURB AND GUTTER COMPACTION II-III- . . _ I = NEW ABC BASE DEPTH 6 MIN. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
c a SUBGRADEE ON i 11�I�-11- 'II�]= _ (b) HighQuality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility, V b ig 1 i I
II-111 . =11C�I (HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in C
_ A ° A < ^' a. 36" MINIMUM 1 • • • •
111=111= from upland areas and does not drain directlyto a storm drain,stream or wetland, i--_
. ° r: .. r• , .SIDEWALK '• . , °°. _ - - { ) Slopes steeper than and are paddition place the mixer and associated materials on impervious barrier and within
_ _ eIII111 a nEXISTING ROW - - - - - - - 3:17 not❑steepethan 2:1514 daygare 5. Cover waste cant Hers at the end❑ each wo kday and before storm events❑ of pertcai f r r I meter silt fence.
provide secondary containment. Repair yr replace damaged waste containers. 4. Install tem ora concrete washouts local re uirements,where a licable. If an1 =III-III- 12" SUBGRADE allowed temporary perq ho
TRENCH 1+ 11=III= II�I� -7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for N
BACKFILL (SEE NOTE)
II�I�II-II II III I III- length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
11-III- . . . . . . . . i=ll-III=III-=I -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. in o- o
NOTES: Jll-ll1-1 (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk V
1. THOROUGHFARE ASPHALT PAVEMENT REPAIR SHALL APPLY TO ALL OPEN CUT UTILITY CONNECTIONS,SERVICE OR REPAIRS. _ UNDISTURBED SOIL
II I III- Zones 9. On business days,clean u and dispose of waste in designated waste containers. sections. stormwater accumulated within the washout may not be pumped into or E
2. THOROUGHFARE ASPHALT PAVEMENT REPAIR MAYBE REQUIRED FOR MULTIPLE WINDOW CUTS OR POTHOLE EXPLORATION AT - - � ]� I Y � p P g
THE DIRECTION OF THE CITY ENGINEER. II 1 _I III-III- -10 days for Falls Lake Watershed - discharged to the storm drain system or receiving surface waters. Liquid waste must to
3. THOROUGHFARE ASPHALT PAVEMENT REPAIR MAYBE REQUIRED ON LOCAL STREETS BASED ON TRAFFIC VOLUME AND/OR t I - be pumped out and removed from ry ect. c
EXISTING STREET CONDITIONS. 11=1 1 -111-111= -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE p p project.
II=III= III_ Y 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it _, c
4. OPEN CUTS MUST ADHERE TO TIME RESTRICTIONS ASSET FORTH IN THE CITY OF BURLINGTON ROW USE PERMIT OR THE II - = ditches, erimeter slo es and HQW Zones 1. Do not dum +-'NCDOT ENCROACHMENT AS APPLICABLE. II-III-. . . . . I - PIPE e Areas with slo es p p p paint and other liquid waste into storm drains,streams or wetlands. LL,( ) P can be shown that no other alternatives are reasonabl available, At a minimum, __5. WORK SHALL PROGRESS IN A MANNER THAT ALLOWS FOR AT LEAST ONE LANE OF TRAVEL,CONTROLLED BY NCDOT CERTIFIED II-I •. , , 1 _ flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surfaceinstall protection of storm drain inlet{s}closest to the washout which could receive +-+ >FLAGGERSATALL TIME. NO STREET CLOSURES AND DETOURS SHALL BE ALLOWED. :' :� ". _ = STONE STABILIZATION there is zero slope waters unless no other alternatives are reasonably available. L/) V
6. UNFINISHED WORK MUST BE PLATED. PLATES MUST BE RECESSED AND FLUSH WITH ADJACENT ASPHALT. 11=111- . ••ii I-11-I spills or overflow.
11 1E1 111-111i (IF REQUIRED BY THE ENGINEER)
7. TRENCH BACKFILL MUST BE COORDINATED WITH CITY OF BURLINGTON ENGINEERING INSPECTION AND NCDOT WHERE _ .:� I Note:After the permanent cessation❑f construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area.
APPLICABLE. PRIVATE COMPACTION TESTING AND 3RD PARTY CERTIFICATION OF BACKFILL IN LIEU OF VISUAL INSPECTION BY 1 " I -11�` '=`1 1 I 1-11-1 - p y p y 7. Locate washouts in an easily accessible area,on level ground and install a stone
CITY OF BURLINGTON SHALL BE AT THE CONTRACTOR'S EXPENSE. PRIVATE CERTIFICATION FIRMS SHALL BE APPROVED BY - Hi III I ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site, entrance pad in front of the washout. Additional controls may be required by the
THE CITY ENGINEER. PRIVATE COMPACTION CERTIFICATION SHALL BE REQUIRED BY CITY ENGINEER IN CASE WHERE THE CITY II W I WI 111-111-111-11 1 111-111-111
NOTE: =TTf='TTT � irr-rn-T practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
OF BURLINGTON ENGINEERING DEPARTMENT IS NOT ADVISED OR WITNESS TO BACKFILL OPERATIONS. g P g q Pp g
The backfill shall be made in 6" layers activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites.
8. THE PLAN VIEW ABOVE IS FOR GRAPHICAL REPRESENTATION ONLY. IT SHALL APPLY TO ALL PAVEMENT CUT FOR ALL UTILITIES. 8. Install at least one sign directing concrete trucks to the washout within the project
and shall be compacted to at least 95%
9. ALL DISTUBED PAVEMENT MARKING SHALL BE REPLACED WITH THERMOPLASTIC MARKINGS PER NCDOT STANDARDS UNLESS surface stable against accelerated erosion until permanent ground stabilization is achieved:
OTHERWISE APPROVED BY THE CITY ENGINEER. of standard density (AASHO Method T 99). limits. Post signage on the washout itself to identify this location. (--- ---.
Each layer must be thoroughly tamped by PORTABLE TOILETS •
10. ALL WORK WITHIN THE PUBLIC ROW REQUIRES A CITY OF BURLINGTON ROW USE PERMIT FROM THE CITY ENGINEER OR A a mechanical tamp before the next layer GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
NCDOT ENCROACHMENT PERMIT,AS APPLICABLE. ADDITIONAL REQUIREMENTS MAY BE MADE AS PART OF THE PERMIT. is placed. All asphalt pavement replaced 1. Install portable toilets❑n level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
shall be in accordance with the most Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer When utilizing alternative or proprietary z
current NCDOT Standard Specifications. techniques in the table below: p g g p p Y
Base course densityand sub rode densityq offset is not attainable,provide relocation of portable toilet behind silt fence or place 0
g products,fallow manufacturer's instructions.
shall be 100%. Tem ora stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of Q I- m
•Temporary grass seed covered with straw or ■ Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fillpit,if applicable,and stabilize anydisturbance U owe '•^
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. pp 0 .. N
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. - z_ w
rDATE REVISED SCALE DETAIL 1 --\ • Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leakingportable toilets and replace cc Q w z
6l �,f, M6 t4it. j�r DATE REVISED SCALE DETAIL ry p w
�� �, 10/11/19 NOT TO SCALE - SHEET 1 OF 2 ' r' V - 6 without temporary grass seed • Hydroseeding with properlyoperatingunit. d ~
co_
f, 10/11/19 NOT TO SCALE SHEET 2 OF 2 to
,� f •Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES O z w Q
�r ! THOROUGHFARE ASPHALT PAVEMENT REPAIR DETAIL "� f • Plasticsheetin with mulch w
r ► I�;' THOROUGHFARE ASPHALT PAVEMENT REPAIR DETAIL g 1. Store and apply herbicides,pesticides and rodenticides in accordance with label > � Q
II
< (• ■ Uniform and event distributedground cover EARTHEN STOCKPILE MANAGEMENT w LU N
-� '> Y restrictions.
CITY OF BURLINGTON, NORTH CAROLINA CITY OF BURLINGTON, NORTH CAROLINA Z o a v1 L7
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the W
r' ENGINEERING DEPARTMENT �' - ENGINEERING DEPARTMENT • Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins, perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
• Rolled erosion control products with grass seed available. 2
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(RAMS)AND FLOCCUI.ANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. CC
Detail for Commercial Drive Turnout construction,selecting from the NC DWR List of Approved PAMS/flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
ICC
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
Standard m� 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated a J
s HAZARDOUS AND TOXIC WASTE
30" c&c RAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1' Public Street
. . Creater as a ec ion areason-site, ICC
,.:: ::.,:, .- ,,.:�:.:.. ::.:.... �:�-.•:::;.;::._..F .: . ,�:.._ !.... 1aia ousw t ro Y to
4. Provide ponding area for containment of treated stormwater before discharging
Cutter �..p.dpr<+,,�J°:, .a�..:.•.._-. .-�:u:,a�-Jr. .�I..,•t.,...y..,..`,.....:.2:..1 9.-,::ti:. � ��
•
E.J. ....: ... ...:.:.. ........,> ;+ ..; ,:, ., yt. _ . .. .._.:-- --"..=,a:.. .. .
:T' . rt•• 2. Place hazardous waste containers under cover or in secondary containment.
•� '►, e y . SOIL EROSION & SEDIMENTATION �'r '■'i NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. W H
- -. ....; - -E..r. a 5: Store flocculants in leak-proof containers that are kept under storm-resistant cover l:
14 tsk0, :1.. 3 a ;; .. - . . 111 Environmental Quality 0 W
�.-� = �� ' CONTROL PLANS or surrounded bysecondarycontainment structures.
m 4.t!y,,,,,,,v, ,�l�I, Fiat, �o- E.J... ?.: iICC7CyI_�'!�'t�1�I_�I_�I_ �_ tH • .. 0
. �. .-;,, ,,i,t e ": :z: ° APPROVED BY David B. Bowman, PE EFFECTIVE: D41�1119
;II
y ��� g. . ._. 4: sL DATE 2/10/2022 NCGO1 GRGL D STABILIZATION AND MATERIALS HANDLING
:.� .��\ - -- 50:1 N i:. Concrete;. ,..
w6 N k J !`.( �.� :1"i.. (Min . a
�.�:. �.•/•. _ _ . a . Var-i,es
/j ---- �= -- -T m ---
Right-of-Way -
Ts.
PART III PART III PART III O
] ranstition 4 SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
Detectable Warning Surface 'r'.-r s,73 ' l'
NOTES: Face of g'� SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
1. 6" Curb Turns Down to Flush Curb Self-inspections are required normal business hours in accordance with the table z O
with Sidewalk in 2' Transition. during 1.E&SC Plan Documentation 1.Occurrences that Must be Reported W
2. Radius = 25'; or as Shown below. When adverse weather or site conditions would cause the safety of the inspection -J I-
on Plan. Transition Curb - - - The approved E&5C plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: w L�
3. Refer to City of Burlington & Cutter as E.J. = Expansion Joint personnel to be in jeopardy,the inspection may be delayed until the next business day on a • o z
Specified by Site Control Joints as Necessaryapproved E&SC plan must he kept up-to-date throughout the coverage under this permit. a z
Standard Details R-4 & R-5 which it is safe to perform the inspection. In addition,when a storm event of equal to or ( } Visible sediment deposition in a stream or wetland- z -
for Wheelchair Ramp Details. Designer The following items pertaining to the E&SC plan shall be kept on site and available for O u Q �
' 4. Where no Utility Strip Exists, greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be H g D
i Taper Sidewalk to Back ofRamp. inspection at all times during normal business hours. U F- m
p p performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: U H Q
5.�Indiaafes Recommended SECTION A-A
equence of Construction. were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, 0 0 < -
' H z 2
Sidewalk Rani. Curb & -I 'vewa Frequency {a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, w w H z
Cutter inspect (during normal inspection records muse include: and does not significantly deviate from the of the approved E&SC plan or complete,date
i 4" Concrete _ • The cause sheen on surface waters(regardless of volume), O Q P
business hours) locations,dimensions and relative elevations and sign an inspection report that lists eachy { g or oc H 0 0
[1)Rain gauge DailyDail rainfall amounts. d N U H
(Min.) s" Concrete 6" Concrete g y shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
1 (Min,) (Min.) maintained in If no daily rain gauge observations are made during weekend or
12:1 Mqg �2plan. This documentation is required upon the
.. .4 I I" Max. good working holiday periods, and no individual-day rainfall information is
order available,record the cumulative rain measurement for those un
initial installation of the E&SC measures or if
iii - - `-'1 a• attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
_ • needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
K
! E.J.
•J• "zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85. ----)
Detectable Warning Surface Standard E.J. approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
I 30" Drop plan or complete,date and sign an inspection (----
[2) E2c5C At least once per 1. identification of the measures inspected, P g P
I c&c Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
Right-of-Ways I and within 24 3. Name of the person performing the inspection, construction phase.
yl hours of a rain 4. indication of whether the measures were operating
6" (Min) ' SECTION B-B (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
event?1.0 inch in properly, (e) Noncompliance with the conditions of this permit that may endanger health or the
Z4 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection
Privat Concrete Drive Pad 8' Min. mutter Public lan. re to indicate com liance with a roved environment.
i Drive' i Street 6. Description,evidence,and date of corrective actions taken. p port p pp
' ' 5'(T1fp.) VariesMIIMEMI (3)Stormwater At least once per 1. identification of the discharge outfalls inspected, ground cover specifications.
I ' 4'(Min) - .4,,. discharge 7 calendar days 2. Date and time of the inspection, t
(d) The maintenance and repair Complete,date and sign an inspection report.
•... r-Ze -,, � i auttall { I hours of a rain 4. Evidence ctof indicato s ofastnrrmw ter pollution such as oil requirements for all E&SC measures 2. I es andOther Requirements 5 sDes; Reporting Timefram Requ' is
! .•. - After a permittee becomes aware of an occurrence that must be reported,he shall contact
I event 2 1.0 inch in sheen,(looting or suspended solids or discoloration, have been performed.
i E.J. 24 flours S. Indication of visible Sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the N
s" Concrete E.J. 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC w I- oc
jP other requirements listed below. Occurrences outside normal business hours may also be H
(Min.) (4)Perimeter of At least onceper if visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection LU
reported to the Department's Environmental Emergency Center personnel at(800) 0 w
I ��'iirt� � DATE REVISED SCALE DETAIL 1 site 7 calendar days of the following shall be made: report to indicate the completion of the 858 0368. Z o
/ / / - 13 and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
1 1/31 07 7 17 OS NOT TO SCALE Z m
{ hours of a rain the site Wits, 0 O --
event 1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence I Reporting Timeframes{After Discovery)and Other Requirements
I. r ► COMMERCIAL DRIVE TURNOUT N U e.
t - - v 24 hours 3. An explanation a.to the actions taken to control future In addition n h E plan documents V h following win items shall k n h ■„�,,_„�,,_„�,_„_„_„_„_„ n add t o to &5C p a docu a is above,the a v g to s s a be opt o the {a)Visibke sediment • Within 24 hours,an oral❑r electronic notification. U
,� ..),.c.:,• CITY OF BURLINGTON, NORTH CAROLINA .111111=11=IL11 11= RATIr 11=11=11 11al.W111=I1, releases. w rY o
I f = . CC H= 4 = I= II=i1�1�II[= =71= . If.=tf. site and available for inspectors at all times during normal business hours,unless the deposition in a Within 7 calendar days,a report that contains a description of the a
ty_: [5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a stream or wetland sediment and actions taken to address the cause of the I ENGINEERING DEPARTMENT Division provides a site-specific exemption based on unique site conditions that make deposition. w
wetlands onsite 7 calendar days stream has visible increased turbidity from the constructionN
MANHOLE TO CONFORM TO CITY STANDARD this requirement notpractical: Division staff may waive the requirement for written report on a
/ \ DETAILS FOR 4' AND/OR 5' PRECAST or offsite and within 24 activity,then a record of the following shall be made' N
CONCRETE DR BRICK MANHOLES. (where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. \
accessible
(6)Ground
) event 1.0 Inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment- Q ri
24 hours Regional Office per Part III,Section C.Item(Ma)of this permit, related causes,the permittee may be required to perform additional
monitoring,inspections or apply more stringent practices if staff
After each phase 1. The phase of grading{installation of perimeter E&SC -10
0z
stabilization
0
measures of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance z a a a
drainage facilities,completion of ail land-disturbing record the required observations on the Inspection Record Form provided by the cis the federal or state impaired-waters conditions. c i tD
,,,
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of o
(b)Oil spills and •• Within 24 hours,en oral or electronic notification. The notification
" ground cover). electronically-available records in lieu of the required paper copies will be allowed if
2. oncumentatkan that the required ground stabilization release of shall include information about the date,time,nature,volume and DRAWN BY:JAS
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
i • t.6 CONCRETE TROUGH TO BE BUILT TO DIRECT FLOW timeframe or an assurance that they will be provided as substances per Item CHECKED BY:ARS
a FROM 6" CONNECTION TO EFFLUENT PIPE. 3.Documentation to be Retained for Three Years 1(b)-(c)above _ _
y • '_0" ` .• soon as possible.
All data used to complete the e-NOI and all inspection records shall be maintained for a period {c)Anticipated • A report least ten days before the date of the bypass if passible. DATE:11/30/2021
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and PROJECT NO.: 304-01
D.i. IRON PIPE CLASS 51 122.41(m){3)] effect of the bypass. REF. NO.:
" ' 4,..
(d)Unanticipated • Within 24 hours,an oral or electronic notification.
:;,+ PART II,SECTION G.ITEM(4) „_ ,
• IDRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40CFR • Within7calendardays,a report that includes an evaluation of the SCALE:1 =30 122.41(m)(3)] quality and effect of the bypass.
MIN tx SLOPE (e)Noncompliance • Within 24 hours,an oral or electronic notification.
• yin,r
r� r
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7calendar days,a report that contains a description of the ����`�, ..,,,
. ✓ _:' . JOINTS SHALL BE RUSBER GASKET for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, .'``�'``` CA R0 ''%
Non-surface withdrawals f sediment basinsshall beallowed whenallof thefollowing criteriahavebeenmet:
vn�su ace wi rawa s from se imen s a a owe only o owing me may endanger including exact dates and times,and if the noncompliance has not " �,o � 111S'S��""' 1 '
►;. .' .i - health or the been corrected,the anticipated time noncompliance is expected to - t C) ` /� /�
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[4D continue;and steps takers or planned to reduce,eliminate,and _ E
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I){6),
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a `U 6 61
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill,Section C,Item(2)(c)and(d)of this permit, case-by•case basis. ' A'/1/20 '
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include =�b '�„;►r(;/N��:`O Js
�' DATE REVISED ' SCALE properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, ,, o ��;
t,-. . -,::. DETAIL S C-3 (d) Vegetated,upland areas of the sites or a property designed stone ad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item C above, !_""'- �''•. Stew„` `
a/19/o4 NOT TO SCALE p p Pe lY g p g }
(>r i' NORTH CAROLINA
! (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and z ►� f°
'•E''! . 6" SANITARY SEWER SERVICE CONNECTION 1 ` r1 Environmental Quality
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. �_. Y
" )'v CITY OF BURLINGTON, NORTH CAROLINAC8
ryj*A -,,-s ENGINEERING DEPARTMENT
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
OF 8