SW6220904_Plansheet - Misc. Detail_20221102

DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
6- LENGTH - 50 FT. MINIMUM.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
I EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
TO PROVIDE FOR MAXIMUM UTILITY BY ALL
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.AND
FILTER FABRIC --'CONSTRUCTION VEHICLES. AVOID STEEP GRADES
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE:
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
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.
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
�C•PO
/
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.
�G MAINTENANCE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
J��
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
Q MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
/ SQ'm/ REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
JANUARY 1 -MAY 1
SEEDING NOTES:
LIMITED TO OFF SITE BORROW OR WASTE AREAS STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
n RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
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
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
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
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
/
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.
PUBLIC ROADWAYS.
LB./ACRE 10-10-10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
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
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.
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
SEEDING DATES:
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
AGGREGATE
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
6" MIN. THICKNESS
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.
2-3" COURSE
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 LBJACRE 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.
3 GENERAL EROSION AND SEDIMENT CONTROL NOTES
4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
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
DRIVE STEEL POSTS 18" INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
NOTES:
SOIL AMENDMENTS:
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
A a"x a"
MAXIMUM 8' O.C. AND G THE LINE
TRENCH UPHILL ALONG THE LINE OF
THE BorroM OF THE FENCE a" INTO THE
EXCAVATED TRENCH AND TURNED OUT
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
POSTS.
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
LB./ACRE 10-10-10 FERTILIZER.
TOP & BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
STANDARD METAL POSTS 2'-0" IN GROUND
SEEDING SPECIFICATIONS
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
STEEL POSTS
STAY WIRES
MIN. 12-1/2 GA
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
EXTENTTHAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
M GAUGE HARDWARE CLOTH (1/4
MESH OPENINGS)
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
LINE WIRES
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
MIN. 12-1/2 GA.
MAINTENANCE:
SPECIES RATE (LB./ACRE)
3. STEEL POSTS SHALL BE A MIN. OF S HEIGHT AND SHALL BE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2)
THE SELF FASTENER ANGLE STEEL TYPE.
_
CONSTRUCTION SPECIFICATIONS
EROSION OR OTHER DAMAGE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
SEEDING DATES:
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
_ }, 1. UNIFORMLY GRADE A SHALLOW DEPRESSION
-'-`11 S� -
APPROACHING THE INLET.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
COASTAL PLAIN: APR. - JULY
THE DEVICE SHALL BE MADE IMMEDIATELY.
aIQJa° 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SEEDING MIXTURE:
SOIL AMENDMENTS:
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
» + Cs $ SURROUNDING THE INLET. SPACES POSTS EVENLY AROUND
Ito THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
PRESSURE ON THE FENCE AS NEEDED.
_
�� $ APART.
(GRAIN) 12O
AND 500 LB./ACRE 10-10-10 FERTILIZER.
STEP 1
STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY ANNCDENR
Q� rr....
WRYE
j�p �� -_ 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
MULCH:
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
EXTEND THE BOTTOM OFTHE FABRIC 8" INTO THE
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLYTO ANCHOR THE BOTTOM OFTHE SILT
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
CONTRIBUTING DRAINAGE AREA IS STABLE.a
V V CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE AND BOTTOM. PLACING A 2 FOOT FLAP
SEEDING DATES:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
TRENCH AND TURNED OUT 4" IN THE TRENCH.
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
_
� b o
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORINGg
AUGUST 15 - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
�
- C9W0gxt Q. oc. 0 Ol - IS RECOMMENDED.
SOIL AMENDMENTS:
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
-- -' �- PLACE CLEAN GRAVEL (NCDOT OR 157 STONE) ON
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.
POSTS MAX 8' O.C.
A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
WIRE FENCE "HOG WIRE"
AD
WIRE AND SMOTH TO AN EVEN GRADE.
WI
2:1 SLOPE GRAVEL FILTER 1 57 WASHED STONE PLACED TO A HEIGHT OF 16"
DRAINAGE DEVICES.#iii':.:;::<:.::.::::"'::;+:::;+tz:::>:....
A
FILTER FABRIC
MINIMUM ABOVE TOP OF BOX 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
MULCH:
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`�I�I�::�,.: :Ll` E;�:";:;�.; '�'
f id=sz:=�::::_:::."' awa>:+t::;::_::;:::...
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x #9 WIRE STAPLES 1-1/2" LONG
STABILIZED REMOVE ACCUMULATED SEDIMENT AND
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
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F BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED a" IN
ESTABLISH FINAL GRADING ELEVATIONS.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.;::::
.:... ;::::::.::: ::::;::::»:».;,::::>.:.. >:
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EXCAVATED TRENCH
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
w
s OUT 4" IN THE TRENCH
GROUNDCOVER.
MAINTENANCE:
FLOW
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
STEEL POST DRIVEN
24" INTO GROUND
A
STEP 3
STEP 4
SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
MAINTENANCE
2. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH VIIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOTTO DAMAGE OR UNDERCUT
PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NTS
THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
NTS
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
1 TEMPORARY SEEDING SPECIFICATIONS
2 PERMANENT SEEDING SPECIFICATIONS
5 SILT FENCE
6 HARDWARE CLOTH & GRAVEL INLET PROTECTION
20' UTILITY 50' ROW 20' UTILITY
CURB AND GUTTER TO BE POURED
EASEMENT
EASEMENT
IN 10' SECTIONS WITH EXPANSION
JOINTS EVERY 50'
(90' IF MACHINE PLACED)
FINISH GRADE
24" ROLL CURB SF9.5B
11 3/8"
28' BC -BC
0.5'
(END OF CURVE) N
1 1 ' 14' 14' 5.5' 5'
a
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. a . 3000' PSI -
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I=1 I I=111-1 I I ; I I � I I ; I -=III- 86
(LOW POINT IN CURVE)
-III-I
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z NOTES
24"
COMPACTED
Uj �
SUBGRADE
1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
CARRY BASE COURSE 12"
FILL OR BOTH
BEYOND CURB SECTION
2. GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO DETERMINE
DEPTH OF ABC NEEDED TO MEET NCDOT REQUIREMENTS
3. DEVELOPMENT WILL HAVE SIDEWALK ON ONE SIDE OF THE ROAD,
NTS
NTS
SEE PLAN FOR SIDEWALK LOCATIONS. NTS
7 24" STANDARD ROLL CURB
8 ASPHALT PAVEMENT
9 ROADWAY TYPICAL SECTION
1/8" RADIUS 1/8
JOINT SEALER
GRASSED OR RIP RAP LINED SWALE
Q
GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
• • •
.. • . .l 4" • X : • . • �•. • !
..yp.. }. to ••.
SEE PLAN FOR WIDTH
CURB AND GUTTER TO BE POURED
IINDIN ' SECER� D WITH EXPANSION
s
(90' IF MACHINE PLACED) On
SEE PLAN FOR WIDTH
;a' •
°' y a �p�' •:'a't•
JOINT FILLER
BERMUDA GRASS OR EXISTING
EROSION CONTRL LINING GROUND
SEE GRADING PLAN
11 a Q
' .'.. (��
a
•,\
. •.�fIDe PSI'
BERMUDA GRASS OR EXISTING
EROSION CONTRL LINING GROUND
� SEE GRADING PLAN
XY(
GROOVE JOINT IN SIDEWALK
•
lv� SEE PLAN FOR
1
TRANSVERSE EXPANSION
1 �, DEPTH
� 1
(Low 'P'a!f NeLYW R 3S
R
2 2' DEPTH 2
�
JOINT IN SIDEWALK
3
3 CONSTRUCTION SPECIFICATIONS:
,• 24'25
11.-`1 1 CONSTRUCTION SPECIFICATIONS:
-11 I-111-I-111-I- I I 1 REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
2' CONCRETE CURB
3 = 111 111 111-I I 3 1 REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
�111-1 i OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
1-III 1I11I II I OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
5' 5.5'
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
5O'
COMPACTED 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
COMPACTED AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
R/I(I
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
SUBGRADE
SUBGRADE OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
2.0' UNLESS
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
2UNLESS
BUILDUP.
OTHERWISE SHOWN 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
BUILDUP.
OTHERWISE SHOWN 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
-_-_-_-III-III-III-III
_ _
FREELY.
FREELY.
II '.g..
-I I I I I I -I I I -I I I -III -I 1 I -I 1 I-
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
R W
' /
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
°.
1 1 1-III-III-1 I I- I .... 4,.:••
5. USE SEEDING SPECIFICATIONS SHOWN ON THIS SHEET
46' 2' 1 1 2O'
5. USE SEEDING SPECIFICATIONS SHOWN ON THIS SHEET
-1
TO SEED SWALES.
TO SEED SWALES.
UTILITY
EASEMENT
NOTE:
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF SIDEWALK, PROVIDE 1/2" EXP. JOINTS
MAINTENANCE & CONSTRUCTION:
MAINTENANCE & CONSTRUCTION:
WITH PRE -MOLDED E.J. FILLER AT MAX. 30' O.C.
SECTION AA
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI. IN 28 DAYS.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. ALL SIDEWALKS SHALL BE A MINIMUM OF 6" THICK AT ALL DRIVEWAY CROSSINGS. NTS
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE. NTS
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
NTS
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE. NTS
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
10 SIDEWALK WITH CURB
11 TYPICAL SWALE CROSS SECTION
12 SYM. CUL-DE-SAC WITH CONCRETE CURB
13 CROSS SECTION FOR DITCH 2, 69 & 10
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
SITE & EROSION
CONTROL
DETAILS
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-6mO