SW6220201_Plansheet C6.0 - Misc. Detail_20220510

29' BC -BC
3:
o
3.5
FINISH GRADE SF9.5B
7
10.5' 14.5' 14.5' 7'
,
2.5' 12' 12' 2.5' See Plans
1111
IIII N
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o
1.5%
I
Pars 1.5� 2% 2„ S9.5B 2%
00
3000 PSI
See
CONCRETE
8" CABC
Of NOTES
8" COMPACTED
� z
Z
ABC
6"
1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
COMPACTED
2'-6"
FILL OR BOTH
SUBGRADE
2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET.
CARRY BASE COURSE 6"
SEE PLANS FOR LOCATION OF SIDEWALK.
BEYOND SURFACE COURSE
3. STREET TREES REQUIRED AT RATE OF 1 TREE FOR EVERY 50 LF
AT LOCATIONS WITHOUT
OF STREET, TO BE PLANTED STAGGERED ON BOTH SIDES OF
CURB AND GUTTER
CURB AND GUTTER TO BE POURED
THE STREET.
IN 10' SECTIONS WITH EXPANSION
JOINTS EVERY 50'
(90' IF MACHINE PLACED)
NTS
NTS
NTS
1 ROADWAY TYPICAL SECTION
2 PAVEMENT SECTION
3 30" STANDARD ROLL CURB
NOTES:
1. REMOVE ALL TREATED OR PLASTIC COATED
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
BURLAP FROM PLANT BALL.
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
2. INSTALL TOP OF PLANT BALL UP TO
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
3"-4" ABOVE EXISTING GRADE,
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
3. SOAK PLANT BALL AND PIT IMMEDIATELY
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
AFTER INSTALLATION.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
4. REMOVE ALL STRING OR WIRE FROM
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
BASE OF TREE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
WEEK PRIOR TO THE COMMENCEMENT LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINALAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
5. KEEP MULCH 2" AWAY FROM TREE
SEEDING MIXTURE:
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
TRUNK BASE.
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS./ACRE)
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
3" LAYER OF MULCH
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
4" SAUCER BERM TO
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
FINISHED GRADE RETAIN WATER.
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
4" SAUCER BERM
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LLil
REMOVE TOP 1 /3 OF
JANUARY 1 - MAY 1
SEEDING NOTES:
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
g 1 1 Z BURLAP FROM BALL
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
Q TOPSOIL REMOVED FROM HOLE
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
0
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
_J nl
LB./ACRE 10-10-10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
Q UNDISTURBED GROUND
k&
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
DO UNDER BALL TO MINIMIZE
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
o SETTLEMENT
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
O
CK MINIMUM LIMIT OF MULCH
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
x TOPSOIL REMOVED FROM HOLE
SEEDING DATES:
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
N
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
IMMEDIATELY.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
NTS
GERMAN MILLET 40
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6 GENERAL EROSION AND SEDIMENT CONTROL NOTES
7 TREE PLANTING
SEEDING DATES:
MAY 1 - AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
TOP DRESS WITH 500 LBJACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
RAMP WIDTH AREA IS VARIABLE NOTES'
W 1. TRUNCATED DOMES SHALL
PI0,j RE 0 Oo OO OO OO Oo Oo BASE DIAMETER COVER 2'-0" LENGTH AND
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
OR�� 45'R TO 0.70'R FULL WIDTH OF THE RAMP
DIMENSION OF GRAVEL PAD
MULCH:
SEEDING SPECIFICATIONS
S l O O O O O a FLOOR AS SHOWN ON THE
A IW q4C DETAILS
K TOP DIAMETER OF NO LESS
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
pF S 2 OBTAIN 70% CONTRAST
V p�P • o OO OO OO OO OO THAN 50% TO NO MORE VISIBILITY WITH ADJOINING
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
9 a o 0 0 0 0 o DI AN ER OF THE BASE
DIAMETER SURFACE, EITHER LIGHT -ON-
ROADWAY POINTS HI THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IS GREATER
SPECIES RATE (LB./ACRE)
3'� 0.9" TO 0.65' 1.6' TO DARK, OR DARK-ON-UGHT
1 4 SEQUENCE COVERING THE
36'-0" MIN 4'-0" 10'-0"
LENGTH - 50 FT. MINIMUM.
6�
MAINTENANCE:
M//y, 1.4' IP.a
N ENTIRE RAMP.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FTC)
0
�/ N PRECAST CLASS "B'
o LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
TO LIMIT SEDIMENT FROM SITE
HALL
CONCRETE
ILITY BYING
AND TO PROVIDE FOR MAXIMUM UTEXITS
SEEDING DATES:
A TRUNCATED DOMES
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADES
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
COASTAL PLAIN: APR. - JULY
W
SIDEWALK (5' STD)
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
SEEDING MIXTURE:
SOIL AMENDMENTS:
YR 6" A B
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
UTILITY STRIP 0.01 (MIN.)
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
RYE (GRAIN) 120
AND 500 LB./ACRE 10-10-10 FERTILIZER.
0.02 MIN.) 0.04 4.
0.08 )
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
SEEDING DATES:
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
((MAX.))
DROP CURB 0.02 NORM
ISOMETRIC VIEW (STD 2'-6" CURB 0.04 (NORM)
GUTTER SHOWN)�P�
ACCEPTANCE.
/
AUGUST 15 - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
SOIL AMENDMENTS:
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
SIDEWALK
\G� MAINTENANCE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
9, 12J MAX RAMP
�I
QJ� / MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
1,000 LBJACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
I`
X
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
50' REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
DRAINAGE DEVICE$.
/h. RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
MULCH;
SECTION B-B
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
o�
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
EXPANSION ;
JOINT y 6'-0' S-a" 6'-0"
PUBLIC ROADWAYS.
MAINTENANCE:
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
SIDEWALK CURB MIN. CURB TOP OF
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
TRANSITION DROP TRANSITION CURB
CU
O
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
'4 GUTTER
AGGREGATE ^`L�
VARIABLE SLOPE
6" MIN. THICKNESS
%EXPMSIONRB
TO EXCEED 12:1 (8.33%) SECTION A -A
2-3 COURSE
PLAN VIEW NOS'
1. HANDICAP RAMPS SHALL BE PLACED AT ALL HANDICAP PARKING STALLS.
DIAGONAL RAMP 2. HANDICAP RAMPS SHALL BE INSTALLED FOR THE NEW SIDEWALK
MAX. 25' RADII ALONG THE EXISTING ROAD AT Al NEW ROAD CONNECTIONS. NTS
(60" MIN. FLOOR WIDTH)
NTS
[NOT PERMISSIBLE FOR NEW CONSTRUCTION]
4 TEMPORARY SEEDING SPECIFICATIONS
5 PERMANENT SEEDING SPECIFICATIONS
8 HANDICAP RAMP WITH TRUNCATED DOMES
9 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
DRIVE STEEL POSTS 18" INTO THE GROUND
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8"
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
NOTES:
TRENCH UPHILL ALONG THE LINE OF
POSTS.
EXCAVATED TRENCH AND TURNED OUT
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
NATURAL GROUND
STANDARD METAL POSTS 2'-0" IN GROUND
TOP & BOTTOM STRAND
MIN. 10 GA. WIRE
STAY WIRES
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH a9 WIRE
L =THE DISTANCE SUCH THAT POINTS
MAX. SLOPE (TYP)
19 GAUGE HARDWARE CLOTH 1 4
(�
MESH OPENINGS)
STEEL POSTS
MIN. 12-1/2 GA
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
A AND B ARE OF EQUAL ELEVATION
LINE WIRES
MIN. 12-1/2 GA.
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
- am b
E LTHE
SELF FASTENER ANGLE STEEL TYPE.
_-SEDIMENTCONSTRUCTION
tA
I -III -III -III -III-__ STORAGE
2.5 2.5
SPECIFlCATIONS
ARE,IN.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
_I -III -III -III -I I -I I -I I -I I-�
-III-III
NATURAL GROUND
I APPROACHING THE INLET.
I
_
\'
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
=III= - - - - -_ -
III III -III -I I I I I I I I II I I I I I -III -I I =-
-III-III-1 I I -III, -III -III -III -I
$ 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
S
11p SURROUNDING THE INLET. SPACES POSTS EVENLY AROUND
'Ro THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
- -
-' 7r.i
j'
7� ;
/`' --.--'_
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE AS NEEDED.
II=
III=1 I I=I I I
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
0O
-
P' Q
Qp _ 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
0 pp� CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
STEP 1
STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY ANN NCDENR
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
THE EDGES (MIN) A 15'
TO FORM A WEIR MIN.
\ \ \ I \
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
BACKFILL THE TRENCH AND COMPACT THE SOIL
/ Vo THE TOP, MIDDLE AND BOTTOM. PLACING A 2 FOOT FLAP
EXTENDTHE BOTTOMOF EFABRIC8" INTO THE
ANCHORTHC BOTTOM OF
CONTRIBUTING DRAINAGE AREA IS STABLE.
COMPACTED SOIL
�_
V e OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
TRENCH N THE
FENCE. BOOR BE VISIBLE.
9" MIN.
IS RECOMMENDED.
A GRAVEL DIVERSION BERM IS REQUIRED, THE NEIGH
- -�
SHALLWHEN
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON
�� A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
72.1
POSTS MAX 8' O.C.
CENTER OF THE DAM IS
� TO BE 9" LOWER THAN
SLOPE GRAVEL FILTER # 57 WASHED STONE PLACED TO A HEIGHT OF 16' WIRE AND SMOTH TO AN EVEN GRADE.
WIRE FENCE "HOG wlRe'
FILTER FABRIC THE EDGES (MIN)
TEMPORARY DIVERSION KEY NOTES:
MINIMUM ABOVE TOP OF BOX 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
_ A
_ FILTER FABRIC
TO FORM A WEIR
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
STABIUZED, REMOVE ACCUMULATED SEDIMENT AND
ESTABLISH FINAL GRADING ELEVATIONS.
_
\ T _
__ I
\ -�
x u9 WIRE STAPLES 1-112" LONG
¢
CLASS A OR B EROSION
CHANNEL OR DITCH CONTROL STONE
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
TIIC
`
BOTTOM OF WIRE FENCE AND
= "
FILTER FABRIC BURIED 8IN
EXCAVATED TRENCH & TURNED
?.
APPLICATION A 7
�Zj 24" MAX.
GROUNDCOVER.
w
x OUT 4" IN THE TRENCH
%
FOR LESS THAN 30 DAYS.
AT CENTER
_FLOW
MAINTENANCE
STEEL 24"INTOOGROUST ND EN
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
MAINTENANCE:
a�
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
STEP 3
STEP a
secTloN A -A
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
MAINTENANCE
MAINTENANCE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
AND MAKE TIMELY REPAIRS AS NEEDED.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1/2 INCH OR GREATER)
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
NTS
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. ■Tw
NTS4.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
PRESSURE ON THE FENCE. TAKE CARE TO
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NEXT RAIN AND TO REDUCE
■T/�
NTS
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS NTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
REMOVEALL FENCING MATERIALSAND
UNSTABLE SEDIMENT DEPOSITSAND BRING THEAREATO
GRADE AND STABILIZEAFTER
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
HEIGHT OF THE WEIR.
10 TEMPORARY DIVERSION BERM
11 HARDWARE CLOTH & GRAVEL INLET PROTECTION
12 SILT FENCE
13 CHECK DAM WITH WEIR
4Dsite
solutions
04 civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CARO �Z//
2 .0F SS ..-L
SEA
• 02 _
IN
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U3-30-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
SITE & EROSION
CONTROL
DETAILS
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-6nO