SW3220304_Plansheet - Misc. Detail_20220323

O
8" ADS N-12 COMPATIBLE PAVEMENT W SLABRETE BASIN W
ADAPTOR W/ SCREW TYPE BUILDING PER PLAN SIZE (MIN.)
CLEANOUT PLUG FACE ____ 8" MIN.
_"_"- 15" 4' -0"
PVC OR HDPE DRAIN 16" MIN. 18" 4'-6"
3"X4" PIPE; SIZE AND 24" 5'-0"
DOWNSPOUT MATERIAL AS SPECIFIED 30" 6'-0"
2'-6" CURB AND 8" ADS N-12 PIPE SEAL AROUND ON SCHEDULE
8" MIN.
- -
GUTTER WITH (LENGTH AS REQUIRED TO JOINT
DRAIN BASIN WITH H-25 RATED
CURB OPENINGS SECTION AT CURB MATCH FINISH GRADE BACKFILL MATERIAL SHALL BE CRUSHED STONE
PER PLAN ) CAST-IRON STD. PATTERN DUCTILE IRON OR GRAVEL MATERIAL MEETING CLASS 1 OR 2
SECTION AT DOWNSPOUT GRATE OR SOLID LID; SIZE AND AS SPECIFIED IN ASTM D2321. B LASS 1
CONC. PAVING CURB CUT ADAPTER
PER DETAIL 11/C-801 2� 4.5' MIN 4.5' MIN TYPE AS SPECIFIED ON SCHEDULE MATERIALFTS SHALL
AND BE PLACED UNIFORMLY IN
SHOULDE (SEE PLAN) 2' (MIN.) (SEE PLAN) 2' (MIN.)
�f CLEANOUT TYPICAL INSTALLATION IN PAVEMENT AREAS
DRAIN BASIN WITH DUCTILE MIN. 6" WIDE BY 4" THK.
•s;;,;;,; •- - ••"•••�'.�;::•: «''' `' ^'-- - ---- - t° 1-3/8" IRON GRATE OR SOLID LID; CONC. PAD TO BE
"' : •• �•'•,':x°':::'-''.::•�::: ; : •::..`'. Fi-: r.:;.•:: �_`..:�•:: ADS N-12 SIZE AND TYPE AS
FINISHED GRADE FORMED AROUND DRAIN
X/�X//�/NN /N//X//�/�//�//� \, • /��/��%�%//� /� 45' BEND BASIN FRAME.
SPECIFIED ON SCHEDULE
z
z 3
1 1 11 MAX ADS N-12 "D" x 8"
3 3 REDUCING WYE
COMPACTED ABC
PVC BODY 1
PERMANENT GRASS
LINING PER SEEDING WATERTIGHT ADAPTORS
SPECIFICATIONS, FOR USE WITH ALL
SHEET C-700, TYP. ADS N-12 90• BEND PVC OR HDPE DRAIN PLASTIC PIPING SYSTEMS
o
END CAP PIPE; SIZE AND ELEVATION PLAN
MATERIAL AS SPECIFIED
ON SCHEDULE
CROSS SECTION
TYPICAL INSTALLATION IN YARD OR SIDEWALK AREAS
8" PVC NOTES:
NOTES: HEADER PIPE 1. GRATES WITHIN LAWN AREAS TO BE 12" STANDARD PATTERN DUCTILE IRON.
SIZE PER PLAN
1. THE DIAMETER OF THE PIPE "D" MAY VARY FROM 8" - 15" 2. GRATES WITHIN MULCHED PLANTING BEDS TO BE 12" DUCTILE IRON, ATRIUM STYLE.
3. GRATES WITHIN SIDEWALK AND PEDESTRIAN AREAS TO BE 12" ADA-COMPLIANT
2. ALL JOINTS SHALL BE WATER TIGHT DUCTILE IRON.
3. ADS N-12 PIPE AND APPURTENANCES MAY BE SUBSTITUTED 4. AREA DRAINS SHALL BE FURNISHED WITHOUT SUMP, ELSE SUMP SHALL BE FILLED
WITH LIKE HIGH DENSITY POLYETHLENE PIPE OR PVC PRODUCTS WITH LEAN CONCRETE.
TYPICAL SECTION AT DRIVEWAY N.T.S. 720 STORM DRAIN CLEANOUT N.T.S. 12 ROOF DRAIN DETAIL W/ CLEANOUT N.T.S. $ AREA DRAIN N.T.S. (41
DF CURB
TOP OF CURB
END OF CURB FLARE
GUTTER
L-UkJL \JI I /"7 VLIVILIV 1
3.0'
3.0'
SANS.
2 W
1 2/3Do La
0.00% SLOPE ---
x
v
NON -WOVEN FILTER PROFILE E
SECTION A -A FABRIC UNDER STONE LO
La
NOTES:
1. SEE TABLE BELOW FOR RIPRAP SIZE, LENGTH, WIDTH AND DEPTH OF APRON.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT
AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE
PIPE DIAMETER OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL. MAXIMUM TAPER TO TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
Do - PIPE
STRUCTURE DIAMETER Q10 TAILWATER LENGTH WIDTH d50/dmax DEPTH NCDOT
(IN) (CFS) (FT.) (FT.) (FT.) (IN.) (IN.) CLASS
HW-1
36
34
-
20
23
8/12
18
B
HW-2
10
3.2
-
5
5
4/6
18
A
STANDARD RIP RAP APRON
SIDESSIDES
F-PERLOPE OSHA TRENCH REQUIREMENTS F-P RL ENCH OSHA OPE RREQUIREMENTS
FILL SELECT
SELECT
FILL INITIAL
BACKFILL
12" rD 12" D rD D
MIN. 4" iD HAUNCHING
L i BEDDING
REQUIRED IF
ww&%O�w TRENCHING
ROCK
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
12 i &.11I? [eXd 3i1oP I o]
N.T.S. 19 STABILIZED CONSTRUCTION ENTRANCE
GRATE
1 REBAR FOR
BAG REMOVAL
FROM INLET
DEFLECTOR
PUBLIC STREET
SOIL STABILIZATION FABRIC
UNDER WASHED STONE
HOOD
GRATE ---i
I-
w
w
In
U
J
m
FILTER BAG A EXPANSION
DUMP LOOPS RESTRAINT a.. ;•
4.
a'
CATCH BASIN A .:
r
OUTLET °.> ..a . a °, .a. '. a,° : • a . .
\ ^ P
° a
� a•
INSTALLATION SECTION VIEW
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE SITE INSPECTOR PRIOR TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE EROSION CONTROL INSPECTOR.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE
THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR STATE ROADS UNLESS
PRIOR APPROVAL IS GRANTED.
N.T.S. 18 CATCH BASIN INLET PROTECTION
2' MIN.
TOP RIM OF DITCH
,�IIr-Il�llr
STEEP CUT OR �0
FILL SLOPE -
2:1 SLOPE
MAX
NOTE:
CROSS SECTION A -A STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL NETTING.
CLEANOUT COVER ASSEMBLY, 4" THK., 3000 PSI
CAST IRON FRAME WITH BOLTED CONC. PAD TO BE
OR THREADED, SOLID LID SET AROUND CLEANOUI
FLUSH IN A CONCRETE BORDER.
CLEANOUT RISE
THREADED PLU
WYE FITTING
LATERAL DRAIN LINE
SIZE AND SLOPE PER PLAN
FLOWS
CONCRETE OR CONCRETE BLOCK
N.T.S. ( 11 l TYPICAL CLEANOUT - SANITARY SEWER
#5 WASHED STONE
\ °° ° v /
�0 00� �-
0
o 0
A �0 0 A
o.
00 ° -
STORAGE AREA �/ ° 00
0 00
\ / T
CATCH BASIN � / \ �
I 1 #5 WASHED STONE
PLAN VIEW
12" MI
NOTES: SECTION A -A
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS/HER AGENT AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN A SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIRED UNDER THE WASHED STONE.
N.T.S. 10 STONE INLET SEDIMENT TRAP
8.00' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
10 ga MIN. LINE WIRES
WARNING SIGN PLASTIC OR ` STEEL POST
WIRE TIES I
TREE PROTECTION AREA - WARNING SIGN
Z- '1-� WOVEN WIRE FABRIC
DO NOT ENTER
MIN. 12-1 ga � -
INTERMEDIATE
WIRES
GRADE
ORANGE, UV RESISTANT,
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC, TYP.
N.T.S. ( 3
N.T.S. ( 2
"_""_"" " L-- ORANGE, UV RESISTANT, 1 }
RIGID PIPE FLEXIBLE PIPE O POLY BARRICADE FABRIC, TYP. HIGH - TENSILE STRENGTH N
INCLUDES REINFORCED INCLUDES CORRUGATED METAL, HDPE, UPSLOPE TOE POSITIVE GRADE 1.0% MAXIMUM II I
CONCRETE AND PVC PIPE 3'-4-
NOTES:
1. BEDDING SHALL BE CLASSI-A WORKED / FRONT ELEVATION VIEW FRONT SIDE VIEW
BY HAND. IF GROUNDWATER IS 6. SELECT BACKFILL NOT UNDER PAVED -- TREE PROTECTION AREA
ANTICIPATED, THEN BEDDING SHALL BE AREAS CAN BE CLASS IV -A COMPACTED
CLASS-B COMPACTED TO 95% STD. TO 95% STD. PROCTOR. SIDE SLOPES TOP RIM OF DITCH I N NOTES:
PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN 2:1 MAX -- 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE. DO NOT ENTER
2. HAUNCHING SHALL BE WORKED AROUND ACCORDANCE WITH THE LATEST EDITION
THE PIPE BY HAND TO ELIMINATE VOIDS OF ASTM D 2321.
AND SHALL BE CLASS 1-1 OR CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN \ 2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. -
I-B OR CLASS II COMPACTED TO 95% MAXIMUM 8" LOOSE LIFTS IN - ZONA DE PROTECCION
PROCTOR. ACCORDANCE WITH ASTM D 698. CLASS 3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE. �n
3. INITIAL BACKFILL SHALL BE CLASS I -A III AND IV -A MATERIALS SHALL BE STEEP CUT OR FILL SLOPE
WORKED BY HAND, OR CLASS I-B OR COMPACTED NEAR OPTIMUM MOISTURE 4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PARA ARBOLES - NO ENTRE
CLASS 11 COMPACTED TO 95% STD. CONTENT. PROTECTION AND 50' ON CENTER FOR THE REMAINDER.
PROCTOR. 9. FILL SALVAGED FROM EXCAVATION m m
4. INIITIAL BACKFILL NOT UNDER PAVED SHALL BE FREE OF DEBRIS, ORGANICS 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
AREAS CAN BE CLASS 11 COMPACTED TO AND ROCKS LARGER THAN 3". PROTECTED AREA. WARNING SIGN DETAIL
90% STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE
5. SELECT BACKFILL SHALL BE CLASS I, 11, SLOPED, SHORED, SHEETED, BRACED OR O 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. PROVIDE WARNING LANGUAGE IN BOTH
OR III COMPACTED TO 95% STD. OTHERWISE SUPPORTED IN COMPLIANCE PLAN VIEW ENGLISH AND SPANISH AS SHOWN
PROCTOR WITH TOP 24" COMPACTED TO WITH OSHA REGULATIONS AND LOCAL 7. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH,
100% STD. PROCTOR. ORDINANCES. CLEARLY LEGIBLE AND SPACED AS SHOWN.
TRENCH DETAIL FOR STORM PIPES N•T•S• 17 TEMPORARY DIVERSION DITCH N.T.S. 9 TREE PROTECTION FENCE N.T.S. 1
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
SITE DETAILS
I-1VJV L ivu.
A 77'2
IJJuVU
12/10/21
Revised
02/11 /22
my SEAL n
F-1409
p C-596 =Q;'
•� .pTN CAROB
```%"J%J111 11
'F
• 5
'11In11 ►►P`%02/11/2022
CM800
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
C

VARIABLE
cc 1/g" RADIUS 40d SPIKE g„ - �} O O O O N /6"
+6" +6"
> _ 0.02 SLOPE Q Q
O O O O
N ZOC=U H =I
H
rr r n rr n -
2" RADIUS 0 J a H z r, 6 2 -0 6 2'-0
1.60 2.40 p
= 1 2 RA I S
to
0o DU
/
H
-•• :_ - ::_:-:•::_r LU U zQ o = 3 RADIUS 1 /gn RADIUS 1 /8" RADIUS O O 2% MAX
eN•�N JOINT SEALER BASE COURSE VAR. � _ °C z H ' O O °
JOINT FILLER 13/q" RADIUS :
SURFACE COURSE w cV O
SHOWING EXPANSION JOINT p ~ LL o _J e
5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) 0 U) io r I• I I i4 MAX
%
1i " RADIUS ON ASPHALT CONCRETE PAVEMENT EL' H H O O � -4)- cO
j $ (USE ON ISLAND 4' WIDE OR GREATER) T LLI L 2'-6" L L 2'-6" L
VARIABLE T STANDARD 2'-6" CURB AND GUTTER CURB AND GUTTER OPENING
0.02 SLOPE 9„ 000000000
o00000000
c� o 80.,0 O O O O 04
O O O O 0 0 0 0 0 0 0 6"
N O O O O O
SEE TYPICAL SECTIONS O O O O
JOINT SEALER FOR PAVEMENT DEPTH. ->0000000 00000
KEY IN ON THE MODIFY STANDARD
n H
LAST LAYER OF T
+0 +0
SHOWING GROOVED JOINT PAVEMENT SURFACE I '. `. •. ". .._.'•. SE e : .a ,:e e DETAIL TO USE 6" VARIES WITH WIDTH OF RAMP
COURSE SURFACE COURSE 2" RADIUS CURB TAPER (TYP) TRUNCATED DOME PLAN VIEW >; J" LIP IN CONCRETE
PARTIAL LONGITUDINAL SECTIONS BASE COURSE BINDER COURSE 13/4" RADIUS p c� EXPANSION "EXPANSION
OR EXISTING PAVEMENT LL 507o-60% BASES, o JOINT, TYP. JOINT, TYP.
OF PAVED ISLANDS 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) N DIAMETER
NOTE: ON ASPHALT CONCRETE PAVEMENT Z NOTES: 0 90H 6'-0" 4'-0"
USE ON ISLAND LESS THAN 4' WIDE 8.3% MAX. ALLOWABLE MIN. WIDTH
WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE r m m m� M M M M M M M M M < J TRUNCATED DOME SECTION
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. �� SLOPE, TYP.
COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER MONOLITHIC ' 11 " x 6" LONG DIA. DEFORM _ ' p N NOTES: PLAN VIEW
I --I
BARS ON 24' C STAGGERED _ p
CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. N cc 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED SCALE: 1„ =3 -0"
0.02 SLOPE Q W 1. THE CURB -CUT RAMPS SHALL COMPLY WITH CHAPTERS 10
o BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,
IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND a :e e Z H AND 11 OF THE NORTH CAROLINA BUILDING CODE 2018 AND
' ; A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. THE ICC-2003/ANSI A117.7-2003.
W
(MONOLITHIC) PLACE %2" EXPANSION JOINTS AT 30' INTERVALS H
AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN ' 13/4"' RADIUS 2" RADIUS ' } Z 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND 2. THE SLOPE OF ALL NEW RAMPS INCLUDING SIDE FLARES 2''8' 6'-0" 4'-0" MIN.
EXPANSION JOINTS.
5 MONOLITHIC CONCRETE ISLAND Q O ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS SHALL BE 8.33% (1 RISE PER 12 RUN) OR LESS UNLESS CURB & CONCRETE RAMP LANDING ® 2% MAX. SLOPE
� 0 IN ABUTTING SIDEWALK. GUTTER 8.33% MAX SLOPE, 2% MAX CROSS SLOPE
SURFACE MOUNTED ON CONCRETE PAVEMENT o OTHERWISE NOTED. CARE MUST BE TAKEN TO CAREFULLY ( )
EXPANSION JOINT
"
LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) VARIABLE 4CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 N 28 DAYSMEASURE THE GRADE CHANGE AT THE CURB (USUALLY 6") TRUNCATED DOME
WITH THE JOINTS IN THE CURB OR CURB AND GUTTER. JOINT SEALER . P.S.I. . . COMBINED WITH THE SLOPE OF THE SIDEWALK TO ENSURE "LIP BOTH PAVERS, TYP.
JOINT FILLER THE SLOPE DOES NOT EXCEED THE MAXIMUM 8.33%. N
FILL AND SEAL THE TOP 1/2" OF THE EXPANSION JOINTS AND 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE SIDES OF RAMP
CURB AND GUTTER 4" CONC. COVER
THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE ACCESSIBLE RAMPS. 3. ALL CONCRETE RAMPS SHALL HAVE A FINE BROOM FINISH.
PLANS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED
FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER SEE SURFACING a'o 'oeo+ .d a !.o 4. CONCRETE SHALL BE 3,000 PSI ® 28 DAYS " " p
o.:..a . . o.:.•a..o...,a..o o.
TO 100% STANDARD PROCTOR DENSITY.
a:ticy;? 4" BASE COURSE :c �'c. o:ad':? _oQp'.o.:' ,..: • IL 8 4
STANDARD N0. 846.01 SHEET 1 of 1 5. ALL CONCRETE EXPANSION JOINTS SHALL BE 1/2", ASPHALT SECTION A
PAVED CONCRETE ISLAND 1852.011
52 . 01 IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL IN
SCALE: "=1'-0"
LOCATIONS SHOWN ON DRAWINGS.
CONCRETE MEDIAN N.T.S. r201 2'-611 CURB AND GUTTER N.T.S. r121 ACCESSIBLE CURB RAMP N.T.S. r4l
3/8"0 GALV. STEEL ROD
LOOP WELDED TO END CAP
1/2"
1.
LEFT RIGHT
WELDED END CAP I-3
�T 1/4" GALVANIZED STEEL
CHAIN 18" LONG MIN.
LATCH DETAIL
VARIES (SEE SITE PLAN) TYP. 6" VARIES (SEE SITE PLAN) TYP.
6" 4' o/c MAX. 2'-0"
SEE LATCH -
o DETAIL ABOVE
I
`t 2" NOM. SCH.40
STEEL PIPE
lime
S:
O
M PNP�70MPACTED
SUBGRADE
IF
18"
NOTES
1. PROVIDE 3" O.D. KEEPER POST (2 REQUIRED).
SET IN 3' DEEP X 18" DIA. CONC. FOOTING.
PROVIDE 180' HINGE SWING ADAPTER TO
OPEN POSITION.
2. GATES SHALL INCLUDE KEEPER POSTS TO SECURE
ACCESS. KEEPER POST SHALL BE 6" SCH. 40 STEEL
POST INSTALLED WITH 18"X24" FOOTING AND SHALL
INCLUDE CHAIN TO SECURE GATE ARM.(ONE KEEPER
POST PER ARM). KEEPER POST SHALL HAVE STEEL BALL CAP.
METAL SWING GATE
NON-ABSORBANT BACKER LOW MODULUS SILICONE
ROD 25% LARGER THAN JOINT SEALANT
JOINT WIDTH PNA DIAMOND PLATE
" JOINT AND FILLER; DOWEL, SEE TABLE
INSTALL FULL DEPTH OF CONCRETE PAVING
CONCRETE
44.
PREFORMED JOINT FILLER
1H
TYPICAL CONSTRUCTION JOINT
2" NOM. SCH. 40
STEEL PIPE
CONCRETE FOOTING
® 3600 PSI
SLAB
DOWEL
DOWEL
LOAD PLATE
LOAD PLATE
THICKNESS
DIMENSIONS (IN)
CENTER -TO -CENTER
BASKET
CENTER -TO -CENTER
(IN)
SPACING (IN)
DIMENSIONS (IN)
SPACING (IN)
6
Y4X4-JX4-4
18
1X2X12
18
9.25
%X4-4X4-4
18
JX2-4X12
18
LOW MODULUS SILICONE
JOINT SEALANT
o NON-ABSORBANT BACKER
ROD 25% LARGER THAN
JOINT WIDTH
Y4" MIN. / 3Y4" MAX. 4
PNA LOAD PLATE BASKET
SEE TABLE
TYPICAL SAW CUT CONTROL JOINT
TYPICAL CONCRETE JOINT
STEEL BALL
CAP
6", SCH.
40 STEEL
POSTS
BOX HINGE
STEEL WITH
180'
ADAPTER
FINE BROOM FINISH, TYP.
AGGREGATE BASE COURSE
COMPACTED TO 100% MOD.
PROCTOR DENSITY
COMPACTED SUBGRADE
(TOP 12" COMPACTED
TO 100% STD.
PROCTOR DENSITY
I, TYPICAL HD CONCRETE PAVING I,
APPLICATION
T (IN)
NOTES
LIGHT DUTY
6
AUTOMOBILE PARKING & CIRCULATION
HEAVY DUTY
9.25
TRUCK PARKING & CIRCULATION
NOTES:
1.
ALL CONCRETE TO BE 4000 PSI, AIR ENTRAINED (6% t1.5% FOR J" MAX. AGGREGATE).
2.
REFER TO DETAIL 18/C-801 FOR
TYPICAL JOINT CONSTRUCTION.
3.
THICKEN ALL FREE SLAB EDGES
BY 50% (3" MIN.) WITH A 4' MIN. TAPER, TYPICAL.
4.
EXTEND AGGREGATE BASE 12"
BEYOND EDGE OF PAVEMENT OR 12" BEYOND BACK OF
CURB WHERE CURB & GUTTER
IS INCLUDED.
N.T.S.
19
VEHICULAR CONCRETE
PAVING
WALL OR RIGID OBJECT
SET ROOT COLLAR AT
LOW MODULUS SILICONE JOINT
SLOPE LINE
SEALANT
REMOVE BURLAP FROM
JOINT AND FILLER; INSTALL
EXISTING SLOPE
12"
TOP J OF BALL. REMOVE \
FULL DEPTH OF CONCRETE
CONTAINERIZED PLANTS
SHRUB ON SLOPE NOTE:
FROM THEIR CONTAINERS
CONCRETE PAVING
SHRUB SHALL BEAR SAME
RELATION TO FINISHED GRADE
3" MULCH AS SPECIFIED -
°• 4
°•'' °4:
AS IT BORE TO PREVIOUS
-
y • '° a „a '� ' 4. °
GRADE EXCEPT IN AREAS OF ���
PLANTING SOIL AS SPECIFIED
y q
,� • • d
COMPACETD FILL, SHRUB TO
\/
'• • •
_
jolBE
PLANTED 4" - 6" ABOVE
NON- ABSORBANT BACKER
FINISHED GRADE.
'�,
`
\
MOUND TOPSOIL 4" TO
ROD 25% LARGER THAN
FORM SAUCER, KEEP
JOINT WIDTH
-' - - - -
SAUCER LEVEL
PREFORMED JOINT FILLER
'
SLOPES
SCARIFY TO 12" DEPTH
TYPICAL ISOLATION JOINT
i
NOTES:
NOTES:
1. SCARIFY ROOT MASS OF STAGGERED
1. THICKNESS OF SEALANT TO BE Y2 OF JOINT WIDTH. CONTAINERIZED PLANT MATERIAL. ROWS, TYP.
2. IF JOINTS ARE FORMED OR TOOLED; THE EDGES SHALL BE 2. INSTALL CONTAINERIZED PLANTS
FINISHED WITH NO MORE THAN A J" RADIUS. AT FINISHED GRADE, NO HIGHER
THAN 2" ABOVE GRADE, AND CROWN HEIGHT IN
INCHES EQUALS
3. JOINT FILLER STRIPS TO BE ASTM 1751 NEVER BELOW GRADE. SHRUB / \
ASPHALT -SATURATED CELLULOSIC FIBER. SHALL BE SET PLUMB. I 1 STAGGERED MEDIAN WIDTH IN EXISTING
ROWS, TYP. FEET TO 12" MAX. GRADE
3. TAMP PLANTING MIX FIRMLY AS
4. CONCRETE TO BE CURED 28 DAYS, DRY, AND JOINT BLOWN PIT IS FILLED AROUND EACH � �, ,�, FINAL
CLEAN OF ALL DEBRIS WITH HIGH-PRESSURE AIR BEFORE PLANT BALL. 10" (EX) GRADE
INSTALLATION OF JOINT SEALANT MATERIAL.
5. PROVIDE ISOLATION JOINTS AT INTERSECTION OF PAVEMENT 4. OMIT COLLAR AROUND EACH EQUAL SPACING EDGE OF 10'
AND ALL STRUCTURES AND RIGID OBJECTS. SHRUB WHEN IRRIGATION SYSTEM BETWEEN ALL PLANTS PLANTING BED EXAMPLE
IS PRESENT.
6. SAW CUT CONTROL JOINTS SHALL BE SPACED AT MAXIMUM 5. MULCH TO BE 2"-3" AWAY FROM
TYPICAL PLANTING BED PLAN TYPICAL BED MOUNDING
30 TIMES THE PAVEMENT THICKNESS, D, TYPICAL, NOT TO STEM.
EXCEED A 15' X 15' GRID. THE GRID PATTERN SHALL BE
UNIFORM THROUGHOUT THE PROPOSED PAVEMENT AREA. 6. SOAK EACH PLANT BALL AND PIT
REFER TO SITE PLAN FOR PROPOSED JOINT PATTERN. IMMEDIATELY AFTER INSTALLATION.
s W d I F
°A
4
1/8"
FINE BROOM FINISH
CONCRETE, TYP.
COMPACTED
SUBGRADE (95% STD.
PROCTOR), TYP.
JOINT
SEALER
JOINT
FILLER
SAW -CUT JOINT ISOLATION/EXPANSION JOINT
NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED AT 5' INTERVALS OR AS
INDICATED ON PLANS. A SEALED 1/2" ISOLATION/EXPANSION JOINT WILL BE REQUIRED
AT 90' INTERVALS AND WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI, IN 28 DAYS.
3. CONCRETE THICKNESS SHALL BE INCREASED TO 6" MINIMUM AT DRIVEWAYS, TYPICAL.
4. SIDEWALK WIDTH SHALL BE A MINIMUM OF 5' AND SHALL MATCH SURROUNDING
SIDEWALK PATTERNS AND WIDTHS IF GREATER THAN 5'.
5. SIDEWALK CROSS SLOPE (PERPENDICULAR TO DIRECTION OF TRAVEL) SHALL BE 2%
MAXIMUM IN ALL AREAS.
6. ZIP STRIPS SHALL BE USED DURING POUR AT EXPANSION JOINTS. AFTER STRIP IS
REMOVED A SELF -LEVELING URETHANE CAULK SHALL BE USED TO FILL THE VOID.
N.T.S. 11 CONCRETE SIDEWALK AND MOW STRIP
VAN
CONDITION 1: PEDESTRIAN PATH ACCESSIBLE
DOES NOT PASS
UNDER OR
AROUND SIGN
CONDITION 2: PEDESTRIAN PATH RESERVED
GOES BY, UNDER, PARKING
OR AROUND SIGN
BUILDING WALL LINE
FINISHED FLOOR 24"
ELEVATION
¢.
BUILDING; ••
FOUNDATION A
°
,• II�II�II:
CONCRETE MOW STRIP
12"X6" ONLY REQ'D
® VAN ACCESSIBLE
SPACES
MUTCD R7-8
12"X27"
mmm
N r37.6
UM
0 0 TY
F F
O 0
WIrrfflAfflar
00 CID FINISH GRADE
a
N.T.S. 181 SHRUB PLANTING N.T.S. ( 101 ACCESSIBLE SIGN DETAIL
2% CROSS SLOPE (TYP)
FINISHED GRADE
SCALE: 11101 ( 31
N.T.S. ( 21
SIGNAGE ® © © ACCESSIBLE ROUTE
ACCESSIBLE RAMP (2% MAX
,XSCROSS
EE SITE
BACK OF CURB TOP OF CONCRETE CURB OR FLUSH WALK
VARIES
PLAN FOR WIDTH.
DETECTABLE WARNING 0 TO 6" 1/2" EXPANSION JOINT NOTES:
SEE DETAIL 10.358
.•.W WWW.WW•.W.W. 1 + FACE OF CURB
R6" . • . W . W . W . W . MAx. 1. SEE SITE PLAN FOR
1 LOCATION OF ALL
...,.
A 2% o0 12.1 1 A VARIES I� 12 ACCESSIBLE PARKING 4" PAINTED
oo MATCH 6" TO 5.5' 6"
2' AX SIDEWALK WIDTH SPACES
R6" DETECTABLE WARNING" NYLON STRAP LINES, TYP.
SEE CURB 2. 2% MAX. SLOPE IN
,RADIUS W DETAIL BELOW , , , , ,
., VARIES.. . ROOT FLARE TO BE AT FINISH s� „ ANY DIRECTION 9 9 9 5 9
CONCRETE SECTION A -A GRADE. NO HIGHER THAN 2" ABOVE 6 SLIP KNOT WITH WITHIN PARKING
SIDEWALK GRADE, AND NEVER BELOW GRADE. STOP KNOT. 6" LARGER SPACES OR ACCESS VAN
TREE SHALL BE SET PLUMB THAN TREE DIAMETER. AISLES. ACCESSIBLE
SPACE
1'-9" 9" 3/4 4" HIGH/6" WIDE MAX. BERM KEEP MULCH AWAY
PLAN �I~ OUTSIDE OF ROOTBALL FROM TRUNK 2" TO 3"
1/2" EXPANSION JOINT (TYP,) 3" MAX. LAYER OF PARKING SPACE PAVEMENT MARKINGS
CONSTRUCTION JOINT (TYP.) 6" (3) - 1 "X2"X18" WOOD MULCH.
12:1 SLOPE (INCLUDES STAKES WITH CENTERED 8 O O O
DETECTABLE WARNING) R6" NOTES: HOLE DRIVEN IN LINE WITH FINISH GRADE
STRAP EQUALLY SPACED
CURB DETAIL 1. 3/4" NYLON STRAP IS USED (GUYING OF AROUND TREE
VAN RESERVED
VARIES o 000000 00000o NOTES TREES NOT REQUIRED UNLESS SPECIFIED). ACCESSIBLE 1 PARKING PARKING
R6" 0-5'� �00oo�2%vMAX.a000
1 MUTCD
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES: 2. REMOVE WIRE OR NYLON TWINE FROM BALL. DISABLED R7-8
5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR GREATER REMOVE TYPICAL EXCESS RESERVED
} 6-FOOT SIDEWALKS WITH CURB RADII BETWEEN 35 FT. AND 30 FT. SOIL FROM ROOT CROWN PARKING PASSENGER MUTCD
8-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS 3. INSTALL TOP OF BALL 2" ABOVE FINISH __ R7-1
VARIES �- -II, PLANTING SOIL, MUTCD LOADING
o-s'• GRADE (ADJACENT UPHILL GRADE). _� �=1 � I -I I I-
2. DIRECTIONAL RAMPS MAY BE USED WHEN AN 8-FOOT PLANTING STRIP IS R7-8
PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE INSTEAD REMOVE TOP BURLAP _ -III-III-I BACKFILL AS SPECIFIED ONLY
OF A PLANTING STRIP. 4. SOAK ROOT BALL AND PLANT PIT AND ANY NAILS, PINS, ETC. -III-III II III III-III=III-
.. I . I - I - I- UNDISTURBED SOIL
IMMEDIATELY AFTER INSTALLATION. III- -III-I -
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI. REMOVE TOP 3 OF WIRE -I ITI-ITI„ REQUIRED ACCESSIBLE MAXIMUM R7-8D
5. PLACE TWO(2) WOOD STAKES PARALLEL TO BASKET WHERE PRESENT ROOT BALL 12 RESERVED PARKING SIGN PN25TDY
PERSPECTIVE STREET. DIA.
NOT TO SCALE RAISE PIT BOTTOM TO SET MAXIMUM
VARIES PENALTY R7-8D
6. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. ROOT CROWN AT THE $ z5o
MECKLENBURG COUNTY- CORRECT HEIGHT. FIRM CONDITION 1 60"
LAND DEVELOPMENT `� �P! DIRECTIONAL ACCESSIBLE RAMP SOIL UNDER ROOT BALL. ALL TREES SHALL CONFORM WITH THE CURRENT ADDITION OF THE AMERICAN CONDITION 2 84"
sTD. No. REV. 7. SEE SPECIFICATIONS FOR OTHER PLANTING STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR EXAMPLE: #
STANDARDS �"% 10.40 REQUIREMENTS. SEE DETAIL 2/C-801 FOR
CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH MOUNTING REQUIREMENTS
8. SET TREE IN VERTICAL POSITION PRIOR TO 2" 12-14' 16' 24" 16" FINISHED GRADE
STAKING. 3" 14-16' 18' 32" 21"
DIRECTIONAL ACCESSIBLE RAMP N.T.S. 17 TREE PLANTING N.T.S. 9 ADA PARKING SPACE DETAIL N.T.S. 1
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
SITE DETAILS
r I VJGVL 11V.
A777
11a*.7uI9u
12/10/21
Revised
02/11 /22
v RPORq
SEAL n
m F-1409
p C-596
CM801
o
� F
nnn►P�
H ``.
n
02/11 /2022
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
C

EXISTING CONCRETE PAVING
LUBRICATED SMOOTH
DOWEL BAR, SEE TABLE
C4
11� PROPOSED CONCRETE
0
PAVING
° . ° • a . e
° A.
♦ ` :a • 4•<
SLAB
THICKNESS
(IN)
DOWEL
DIMENSIONS (IN)
DOWEL
CENTER -TO -CENTER
SPACING (IN)
5-6
3/4X14
12
7-8
1 X16
12
9 - 12
1-J X 18
12
CONCRETE PAVEMENT CONSTRUCTION JOINT AT EXISTING PAVING
SAW CUT, Tvr'
EXISTING PAVEMENT, TYP.
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINE SAWCUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED
TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DENSITY.
3. THE FINAL 12" OF FILL SHALL BE COMPACTED TO 100% OF STANDARD PROCTOR MAXIMUM DENSITY.
4. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED BUT IN NO CASE
SHALL THE CONCRETE BE LESS THAN 6" THICK.
CONCRETE PAVEMENT PATCH AT UTILITY TRENCH
NESS
;ONSTRUCTION JOINT
_ 20/C-802, TYP.
AGGREGATE BASE COURSE
COMPACTED TO 100% MOD.
PROCTOR DENSITY
;KFILL, SEE NOTES
SPECIFICATION CLAUSE
co E
E
POWERDRAIN S200K - LOAD CLASS F
- EXPANSION JOINT TO PAVEMENT PER
SEE NOTE 4 ENGINEER'S DETAILS DESIGN
GENERAL
SEE NOTE 3 DOCUMENTS
THE SURFACE DRAINAGE SYSTEM SHALL BE
d�
POLYMER CONCRETE S200K CHANNEL SYSTEM WITH
DUCTILE IRON EDGE RAILS AS MANUFACTURED BY
ACO POLYMER PRODUCTS, INC.
4
d
MATERIALS
4 Q
CHANNELS SHALL BE MANUFACTURED FROM
d
POLYESTER RESIN POLYMER CONCRETE WITH AN
d
INTEGRALLY CAST -IN DUCTILE IRON EDGE RAIL.
4
MINIMUM PROPERTIES OF POLYMER CONCRETE WILL
BE AS FOLLOWS:
/ 4 /
COMPRESSIVE STRENGTH: 14,000 PSI
FLEXURAL STRENGTH: 4,000 PSI
4Q
TENSILE STRENGTH: 1,500 PSI
WATER ABSORPTION: 0.07
/ /
FROSTPROOF YES
DILUTE ACID AND ALKALI RESISTANT YES
d
p - Q
6117 SALT SPRAY TEST COMPLIANT YES
THE SYSTEM SHALL BE 8" (200mm) NOMINAL
10" (250mm)
INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL
d d 4
WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
INVERT SHALL HAVE DEVELOPED'I SHAPE. ALL
CHANNELS SHALL BE INTERLOCKING WITH A
MALE/FEMALE JOINT.
/ /
I
/
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY
ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR
IX
PARTIAL SYSTEM DESIGN AND/OR IMPROPER
INSTALLATION WILL VOID ANY AND ALL WARRANTIES
PROVIDED BY ACID POLYMER PRODUCTS, INC.
10" (250mm) 10" (250mm)
NOTES:
CHANNEL SHALL WITHSTAND LOADING TO PROPER
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE
ENGINEERING ADVICE MAYBE REQUIRED.
SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE
CLASS SPECIFIED AND INTENDED APPLICATION.
AIR POCKETS.
GRATES SHALL BE SECURED USING EITHER THE
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
'POWERLOK' BOLTLESS LOCKING SYSTEM OR THE 4
AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED.
BOLT LOCKING OPTION. CHANNEL AND GRATE SHALL
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.
BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO
CLASS. THE SYSTEM SHALL BE INSTALLED IN
DETERMINE PROPER LOAD CLASS.
ACCORDANCE WITH THE MANUFACTURER'S
6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.
INSTRUCTIONS AND RECOMMENDATIONS.
SK2-F-ECP
POWERDRAIN - S200K - LOAD CLASS: F
ACO Polymer Products, Inc.
825 W. Beechc:raft St
9470 Pinecone Dr.
4211 Pleasant Rd.
Exposed Concrete Pavement
•
Casa Grande, ,1Z 85122
Mentor, OH 44060
Fort Mill, SC 29708
INSTALLATION DRAWING - ACO DRAIN
Tel: [phone]
Fax:[phone]
Tel:
Fax: �06397235
Fax: [phone]
DATE:12/12/16
Arizona Tel: [phone] e-mail: sales(a)acousa.com Ohio Tel: [phone] www.acousa.com South Carolina Tel: [phone]
ACO POWERDRAIN
Pavement or Impervious Surface
WORK AREA
SECTION NTS
SiltSoxxTM (18", 12", or 18" TYPICAL)
Concrete blocks or sand bags sized as needed (10' O.C.)
AREA TO BE PROTECTED
Concrete blocks or sand bags sized as needed (10' O.C.)
AREA TO BE
PROTECTED
SiltSoxxTM (8", 12", 18" TYPICAL)
WATER FLOW
WORK AREA
NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
PLAN NTS
SiltSoxxTM for Sediment Control on Pavement
NTS
N.T.S. 20 SILTSOXX SEDIMENT CONTROL
UNDISTURBED AREA p 5' AT HIGH END OF DEVICE
POINTED UPHILL TO PREVENT
END -AROUND FLOW
N 18" DIAMETER FILTREXX® SOXXM
O r (ALSO AVAILABLE IN 8", 12" AND 24"
DIAMETERS)
0
2" X 2" X 36";
WOODEN STAKES
PLACED 10' O.C.
AREA OF
EXCAVATION /
DISTURBANCE
NOTES:
1. REMOVE SEDIMENT FROM THE
® 'AT LOW END OF DEVICE UPSLOPE SIDE OF THE SOXXM WHEN
STABILIZED POINTED DOWNHILL ,ACCUMULATION HAS REACHED Y2 OF
TO PREVENT PONDING (EFFECTIVE HEIGHT OF SOXXM
DISCHARGE
AREA 2. SLOPES GREATER THAN 5% MAY
(REQUIRE ADDITIONAL STABILIZATION
(PRACTICES
3. SOXXM MAY BE SEEDED AT THE TIME
OF INSTALLATION
FILTREXX(DR RUNO
N.T.S. 19 FILTREXX RUNOFF DIVERSION PLAN
FF DIVERSION
MAX. WATER LEVEL
4" MINIMUM FREEBOARD
2:1 MAX. SLOPE
18" DIAMETER FILTREXX® SOXX-
(ALSO AVAILABLE IN 8", 12" AND 24"
DIAMETERS)
2" X 2" X 36" WOODEN
STAKES PLACED 10' O.C.
SINGLE INSTALLATION SECTION
MAX. WATER LEVEL
4" MINIMUM FREEBOARD
2:1 MAX. SLOPE J
18" DIAMETER FILTREXX® SOXX-
-----
(ALSO AVAILABLE IN 8", 12" AND 24"
DIAMETERS)
2" X 2" X 36" WOODEN
STAKES PLACED 10' O.C.
PYRAMID INSTALLATION SECTION
NTS
FILTREXX® RUNOFF DIVERSION SECTIONS
NTS
N.T.S. ( 181 FILTREXX RUNOFF DIVERSION SECTIONS
NOTES:
1. REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF
ALWAYS USE IN CONJUNCTION WITH THE SOXXTM WHEN ACCUMULATION HAS REACHED Y2
NnNIn nro cnurnl n r FILTREXX® SLOPE PROTECTION,
PIPE DIA. PER PLAN OF EFFECTIVE HEIGHT OFSOXXTM
ROLLED EROSION CONTROL 2. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE
6" 6" BLANKET, BONDED FIBER MATTRESS UPSLOPE SIDE OF THE SOXX TM TO ENHANCE
ARID OR SOIL STABILIZERS 2" X 2" X 36" WOODEN PERFORMANCE
.° .a STAKES PLACED 10, O.C.
♦ ♦' DISTURBED AREA EXCESS SOCK MATERIAL TO BE DRAWN IN AND TIED
cO =
PIPE DIA• Od' a_ = OFF TO STAKE AT BOTH ENDS
PER PLAN e . ♦ G - - 12 MII C III - /' 1M 8" DIAMETER FILTREXX®SOXXT"
op
° 11 II III r
� (ALSO AVAILABLE IN 12", 18" AND 24" DIAMETERS)
c I I �
S�
a : ° - PROTECTED AREA .;
I1. FILTREXX® CHECK DAM
d• n �LL� WI_ II II °II111 EI -Mill
_ ♦ ♦ =W- -1L II Ill 0, _
m, ID ID- ILf�JI-L
SIZED TO SUIT CONDITIONS
m- _ IID m-J- m m
-uI 8" TO 18" TYPICAL
m
n 2" X 2" X 36" WOODEN STAKES PLACED 5'': �W
BOTTOM WIDTH, B
SECTION LOOKING UPSTREAM
N.T.S. ( 12
WORK AREA
I
T1Ti1
-III=i 1=1 1=1 11= _
111111111111111111 - __
SECTION NTS
1.5" X 1.5" WOODEN STAKES PLACED 10' O.C.
- COMPOST SOCK (18" TYPICAL)
EA TO BE PROTECTED
1.5" X 1.5" WOODEN STAKES PLACED 10' O.C.
COMPOST SOCK (18" TYPICAL)
WATER FLOW
WORK AREA
PLAN NTS
AREA TO BE
PROTECTED
Compost Socks for Sediment Control
NTS
N.T.S. ( 111 COMPOST SOCKS FOR SEDIMENT CONTROL
WIRE TIES, (TYP.)
STORM GRA
FII TRFYY(R'
r I L I MtAAW 6"
DRAIN INLET PLAN
DRAIN INLET SECTION
EXCESS SOXX T" MATERIAL T^
BE DRAWN IN AND TIED OR
2x2 WOODEN STAKE, (TYP.)
CURB
STORM GRATE
FILTREXX® 8" SOXXT"
CURBSIDE OPTION "A" PLAN
EXCESS SOI MATERIAL TO
BE DRAWN IN AND TIED OFF TO
CURBSIDE OPTION "B" PLAN
2x2 WOODEN STAKE CURB
FILTREXX® 8" SOXX-
SECURE SOXXTM TO GRATE WITH
RUBBER TIE DOWNS
y -
IDWfli CATCH
ID=ID-II BASIN
Ililil it
CURBSIDE SECTION
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
2. FILTER MEDIAT" FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
FILTREXXO INLET PROTECTION
NTS
N.T.S. 10 FILTEREXX INLET PROTECTION
DITCH
LONG. SLOPE
(FT/FT)
BOTTOM
WIDTH B
(FT)
SIDE SLOPE
MIN.
DEPTH OF
LINING, D
(FT)
MIN. TOP
WIDTH, W
(FT)
LINING TYPE
LINING
THICKNESS,
T (IN)
ZL
ZR
A
PER PLAN
2
3
3
1.5
11
North American Green SC150
-
B 1
PER PLAN
2
3
3
1.5
11
North American Green SC150
-
B2
PER PLAN
3
3
3
1.5
12
North American Green SC150
-
TYPICAL DITCH SECTION
PIPE OU'
PIPE PER
PLAN
N.T.S. �21) PIPE OUTLET
" "SI CONC. COLLAR
18/C-800
SECTION NTS
ALWAYS USE IN CONJUNCTION WITH
FILTREXX® SLOPE PROTECTION,
ROLLED EROSION CONTROL BLANKET,
BONDED FIBER MATTRESS OR SOIL
STABILIZERS DISTURBED AREA------- 10 L.F. PER END PLACED AT A 30" ANGLE
EL.120------_----_ �TO PREVENT END -AROUND FLOW
�10'
EL. 115 .:., 30'
�-
SPACING VARIES
EL. 110-` REFER TO FILTREXXO DESIGN TOOL -
EL. 105-
EL. 100 ALWAYS INSTALL SOXX TM
-- ---------- PERPENDICULAR TO SLOPE
-----------------------
2" X 2" X 36" WOODEN
STAKES PLACED 10' O.C. PROTECTED AREA
PLAN NTS
FILTREXX® SLOPE INTERUPTION
NTS
N.T.S. 17 FILTREXX SLOPE INTERRUPTION
N.T.S. �9j FILTEREXX CHECK DAM
NOTES:
1. ALL MATERIAL TO MEET FILTREXXO SPECIFICATIONS.
2. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN 10 ACRES OR
LESS.
3. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE
ACCUMULATED HEIGHT HAS REACHED Y2 THE HEIGHT OF THE CHECK DAM.
4. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
5. CONTRACTOR IS REQUIRED TO BE A FILTREXX CERTIFIEDT" INSTALLER.
FILTREXXO CHECK DAM
NTS
N.T.S. ( 31
N.T.S. ( 21
N.T.S. ( 111111111J
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+
Landscape Architecture
Civil Engineering
+
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
SITE DETAILS
i
rroject ivo.
A77'1
issueu
12/10/21
Revised
02/11 /22
��ON ............ Fti 'I��
SEAL n
m F-1409
p C-596
6
-c/e Je n esi'--d110.
/ `,``II�1 C 11
S -
n►����02/11 /2022
Cm802
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
C

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
r✓anti
NORTH CAROLI NA
Environmental Quality
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good workin;
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
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
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).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(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
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(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
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(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.
EFFECTIVE: 04/01 / 19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
NORTH CAROLINA
_f Environmental Quality
ti
EFFECTIVE: 04/01/19
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
SITE DETAILS
Project No.
4773
Issued
12/10/21
Revised
02/11 /22
v ,.RPof?
' 0 SEAL n
m F-1409
p C-596
/11 /2022
O
Cm803
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
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1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED -
PRODUCT APPROVED BY THE COUNTY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE COUNTY ENGINEER- FOR MATERIAL_TYPEEAND-INSTALLATION (IE- RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA- SHALL- BE -A -MINIMUM IOF-4-FEET-AND-VARY `WITH -WIDTH -OF RAMP.
3. LENGTH OF DETECTABLE WARNING;AREA-SHALL_BE-2-FEET REGARDLESS -OF -SECTION WIDTH.-. 0.4"
4. DETECTABLE WARNING AREA CAN BE -SQUARE -WHERE _USEQ-IN A -CURB RADIUS. -
5. DETECTABLE WARNING DOMES- SHALL- BE -ALIGNED 'ON IA-SQUARE_GRID -IN THEIPREQOMINAUTI(DIRECTION- OF
OFTRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
6. DECTECTABLEWARNING -AREA- SHALL- BE_COLORED-BLACK IN ALL -LOCATIONS. -
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE- 6""THICK AND -CAST- FROM 5000 psi CONCRETE -
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8. MATS ARE TO BE RIGID WITH- TURN DOWN EDGES- EMBEDDED- IN CONCRETE TO ELIMINATE TRIP HAZARD._ .
TRUNCATED DOME SECTION
TRUNCATED DOMES N.T.S. 3
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10—FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90—FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
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4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
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6. TOP 6" OF SUBGRADE BENEATH THE CURB SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
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7. DETAIL MAY BE USED FOR PRIVATE DRIVES, PARKING LOTS, AND INTERIOR CIRCULATION DRIVE.
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36" MIN. SPACING TYP.*
1. LAY BLANKETS LOOSELY AND
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- DO NOT STRETCH.
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OUTFALL MATTING SPECIFICATIONS,
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— WATER TABLE STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
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KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL CJS DTL. #30.20 KTR 1
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
SITE DETAILS
Project No.
4773
Issued
12/10/21
Revised
02/11 /22
SEAL n
m F-1409
p C-596
:At
/11 /2022
O
Cm804
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
C