SW3220304_Plansheet C-800 - Misc. Detail_20220629

O
8" ADS N-12 COMPATIBLE
PAVEMENT W SLABRETE BASIN W
PER PLAN
ADAPTOR W/ SCREW TYPE
SIZE (MIN.)
CLEANOUT PLUG
BUILDING
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"
ON SCHEDULE
2'-6" CURB AND
8" ADS N-12 PIPE
SEAL AROUND
- -
- 8" MIN.
GUTTER WITH
(LENGTH AS REQUIRED TO
JOINT
DRAIN BASIN WITH H-25 RATED
CURB OPENINGS SECTION AT CURB
MATCH FINISH GRADE )
CAST-IRON
BACKFILL MATERIAL SHALL BE CRUSHED STONE
STD. PATTERN DUCTILE IRON
PER PLAN
SECTION AT
DOWNSPOUT
OR GRAVEL MATERIAL MEETING CLASS 1 OR 2
LASS 1
GRATE OR SOLID LID; SIZE AND
CONC. PAVING CURB CUT
ADAPTER
AS SPECIFIED IN ASTM D2321. B
TYPE AS SPECIFIED ON SCHEDULE SHALLBE PLACED UNIFORMLY IN
PER DETAIL 11/C-801 2� 4.5' MIN 4.5' MIN
MATERIALFTS AND
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.
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ADS N-12
45' BEND
1-3/8"
FINISHED GRADE
IRON GRATE OR SOLID LID; CONC. PAD TO BE
SIZE AND TYPE AS FORMED AROUND DRAIN
SPECIFIED ON SCHEDULE BASIN FRAME.
z z 3
1 1 11 MAX
ADS N-12 "D" x 8"
3 3
REDUCING WYE
COMPACTED ABC
PVC BODY
PERMANENT GRASS
WATERTIGHT ADAPTORS
LINING PER SEEDING
SPECIFICATIONS,
90° BEND
FOR USE WITH ALL
PVC OR HDPE DRAIN PLASTIC PIPING SYSTEMS
SHEET C-700, TYP.
o ADS N-12
END CAP
PIPE; SIZE AND ELEVATION PLAN
MATERIAL AS SPECIFIED
ON SCHEDULE
CROSS SECTION
TYPICAL INSTALLATION IN YARD OR SIDEWALK AREAS
NOTES:
HEADER PIPE 8" PVC
NOTES:
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. 20
STORM DRAIN CLEANOUT N.T.S. 12
ROOF DRAIN DETAIL W/ CLEANOUT N.T.S. $
AREA DRAIN N.T.S. 4
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
CLEANOUT COVER ASSEMBLY, 4" THK., 3000 PSI
CAST IRON FRAME WITH BOLTED CONC. PAD TO BE FORMED
OR THREADED, SOLID LID SET AROUND CLEANOUT FRAME.
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
FLUSH IN A CONCRETE BORDER.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
4»
6 0' END OF CURB
3 THE ENTRANCE SHALL BE IN A N H WILL PPE TTOPKDRESING OSINGLWITHGOF SEDIMENT
THIS AYCREQUIRE IODICREVENT
ONTO PUBLIC STREETS OR EXIISTNIGEPAVEMENT.D ADDITIONAL
R 20.0
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
_ _
-- i'- -� ❑ ❑ ❑
-ICI-ICI III-I�I-
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.
-III-I I I-
-I = _ I-, ❑ 15'
CLEANOUT RISER WITH r° ° v°
THREADED PLUG
50' MIN.
EDGE OF PAVEMENT
PUBLIC STREET
3.0
EXISTING GROUND
�M,
SOIL STABILIZATION FABRIC
PLAN
TRANS.
UNDER WASHED STONE
TOP OF CURB 3.0 '
50' MIN.
�
WYE FITTING
_ w
w
z V)
LATERAL DRAIN LINE
SIZE AND SLOPE PER PLAN
� U
N m
FLOW
GUTTER
_ _ _ _ _
CONCRETE OR CONCRETE BLOCK
END OF CURB FLARE N.T.S. 19
STABILIZED CONSTRUCTION ENTRANCE N.T.S. 11
TYPICAL CLEANOUT - SANITARY SEWER N.T.S. 3
2 W
1 1114 La
GRATE HOOD
#5 WASHED STONE
2/3Do
0.00% SLOPE ---
M M
1" REBAR FOR
BAG REMOVAL GRATE
FROM INLET
l 1 I / O4
\
x
DEFLECTOR cc\
°
NON -WOVEN FILTER PROFILE E
o° °
�o 00` �-
SECTION A -A FABRIC UNDER STONE
° °o
A\ A
v Ad
oo O. _
o_o_ O
FILTER BAG A EXPANSION '
° o o °
DUMP LOOPS RESTRAINT =4:
STORAGE AREA �/ 00 0 \
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o p +
d. va
C
0 0°00
�j O 7
Q M O
CATCH BASIN �
CATCH BASIN ,; :•
eA:
I 1 #5 WASHED STONE
PLAN VIEW
NOTES:
•
a a ' a 'a.v
OUTLET ; ; ,°•': ° • a:a A-
F\_w z
1. SEE TABLE BELOW FOR RIPRAP SIZE, LENGTH, WIDTH AND DEPTH OF APRON.
.•
v a :.
•A
��
d e
12 MI r
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT
�'a;
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
INSTALLATION SECTION VIEW-4
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE
NOTES:
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
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
CHANNEL. MAXIMUM TAPER TO TO RECEIVING CHANNEL 5:1
NOTES: SECTION A -A
2. FILTER TYPES SHALL BE APPROVED BY THE SITE INSPECTOR PRIOR TO INSTALLATION.
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
THE DIRECTION OF THE EROSION CONTROL INSPECTOR.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
MANNER THAT IT WILL NOT ERODE.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
3. THE STRUCTURE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
Do - PIPE
STRUCTURE DIAMETER Q10 TAILWATER LENGTH WIDTH d50/dmax DEPTH NCDOT
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE
HIS/HER AGENT AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY.
(IN) (CFS) (FT.) (FT.) (FT.) (IN.) (IN.) CLASS
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN A SUCH A MANNER THAT
THAN HALF FULL AT ANY TIME).
EROSION AND WATER POLLUTION ARE MINIMIZED.
HW-1 36 34 - 20 23 8/12 18 B
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR STATE ROADS UNLESS
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
PRIOR APPROVAL IS GRANTED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIRED UNDER THE WASHED STONE.
STANDARD RIP RAP APRON N.T.S. 18
CATCH BASIN INLET PROTECTION N.T.S. C10
STONE INLET SEDIMENT TRAP N.T.S. 2
SLOPE TRENCH SIDES SLOPE TRENCH SIDES
8.00' MAX.
PER OSHA REQUIREMENTS PER OSHA REQUIREMENTS
2' MIN.
VARIABLE AS DIRECTED BY THE ENGINEER
TOP RIM OF DITCH
10 ga MIN. LINE WIRES
WARNING SIGN PLASTIC OR ` STEEL POST
SELECT
��'-�I�Ir
WIRE TIES I
FILL
STEEP CUT OR
FILL SLOPE -
WARNING SIGN
SELECT
2:1 SLOPE
TREE PROTECTION AREA o I WIRE FABRIC
INITIALFILL BACKFILL
I MAX
DO NOT ENTER MIN. 12-4 ga "� -0WOVEN
2"
D 112" DrD D
INTERMEDIATE I ORANGE, UV RESISTANT,
WIRES HIGH - SILE
MIN. 4" iD HAUNCHING
BEDDING
NOTE:
CROSS SECTION A -A STABILIZE DIVERSION DITCH WITH TEMPORARY
IICADESTRENGTH FABR C, TYP.
I POLY BA R
GRADE
REQUIRED IF
SEEDING AND EROSION CONTROL NETTING.
TRENCHING
IN ROCK
RIGID PIPE FLEXIBLE PIPE
O
ORANGE, UV RESISTANT, o
HIGH - TENSILE STRENGTH
IN
POLY BARRICADE FABRIC, TYP. N II
INCLUDES REINFORCED INCLUDES CORRUGATED METAL, HDPE,
UPSLOPE TOE POSITIVE GRADE 1.0% MAXIMUM
CONCRETE AND PVC PIPE
3'-4"
NOTES:
1. BEDDING SHALL BE CLASSI-A WORKED
/
FRONT ELEVATION VIEW FRONT SIDE VIEW 4
BY HAND. IF GROUNDWATER IS 6. SELECT BACKFILL NOT UNDER PAVED
ANTICIPATED, THEN BEDDING SHALL BE AREAS CAN BE CLASS IV -A COMPACTED
--
TREE PROTECTION AREA
CLASS I-B COMPACTED TO 95% STD. TO 95% STD. PROCTOR.
SIDE SLOPES TOP RIM OF DITCH N
NOTES:
PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN
2:1 MAX I I I I I I I I--
DO NOT ENTER
2. HAUNCHING SHALL BE WORKED AROUND ACCORDANCE WITH THE LATEST EDITION
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE. - -
THE PIPE BY HAND TO ELIMINATE VOIDS OF ASTM D 2321.
8. ALL MATERIALS SHALL BE INSTALLED IN
\
1
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. -
AND SHALL BE CLASS 1-1 OR CLASS
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.Cl
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
Project No.
4773
Issued
12/10/21
Revised
02/11/22
CLIENT REVISIONS
03/7/22
CLIENT REVISIONS
3/18/22
AGENCY COMMENTS
6/24/22
NCDEQ COMMENTS
CID n
F-1409
p C-596 =Q;'
pTN CA?,o
i
ARO
25163
'1'f"un 111 u0'%%06 /24/22
O
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