SW8180805_APPROVED PLANS_20180829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1l0805
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
01011% o$a5
YYYYMMDD

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A\AT ELEVATION 12.0.
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\-iNSTALL CORE & BOOT Sunset Blvd. NC 179 Bu51ne55
FOR 4" SEWER SERVICE
PER BRUNSWICK COUNTY Irregular wW
_ PUBLIC UTILITIES STANDARD
DETAILS. COORDINATE WITH
Sy ss, rz BRUNSWICK COUNTY PUBLIC
s GF9! ry UTILITIES.
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CONSTRUCTION SEQUENCE FOR EROSION CONTROL
1. INSTALL SILT FENCE, GRAVEL CONSTRUCTION ENTRANCE
BEFORE BEGINNING CLEARING AND GRUBBING OF THE SITE.
2. MODIFY EXISTING POND / BASIN AND DIRECT RUNOFF INTO
IT PRIOR TO INSTALLING STORMDRAINS. INSTALL SKIMMER AND
BAFFLES.
3. INSTALL STORMDRAIN AND EROSION CONTROL AROUND
INLETS.
4. SEED SITE AS SPECIFIED.
5. REMOVE EROSION CONTROL MEASURES WHEN VEGETATION IS
ESTABLISHED AND SITE IS STABILIZED.
I, JOHN PHILLIP NORRIS, P.E. DO HERBY CERTIFY THAT THE
STORMWATER CONTROL DEVICE IS CAPABLE OF HANDLING THE
ADDITIONAL STORMWATER RUNOFF FROM THIS PROJECT IN
COMPLIANCE WITH THE STATE OF NORTH CAROLINA BMP
DESIGN MANUAL.
SEAL
END
TEMPORARY SILT
FENCE
i op= ' `* `-EROSION CONTROL
Inv 15" CPP= I0. I I' AROUND INLET
Bottom of box= 9.2,5'
125Y-._.._..._--
LEGEND
-- -- -- - PROPERTY LINE
- - - - - - RIGHT OF WAY
- -- - - - -- - -- - - - - EXISTING CONTOUR
x 9,0' EXISTING SPOT ELEVATION
20 PROPOSED CONTOUR
20•QD PROPOSED TOP OF CURB/SIDEWA
PROPOSED FINISHED GRADE
LOD LOD LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE
SCALE. 1" = 30'
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Licence #C-3641
17068
068
DES. JKB
CKD. JPN
DRWN. EDB
DATE 08/21 / 18
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6' W/ E.S. FABRIC
8' W/ WIRE MESH
STEEL POST
WIRE MESH FOR STANDARD FABRIC
MIN. 14 GA, x z STANDARD OR EXTRA STRENGTH
6x6 MESH FOR I � 2 w a, FILTER FABRIC
am STANDARD FABRIC `V � t q
DIRECTION OF WATER FLOW
_ D
1
ANCHOR FABRIC SKIRT
MIN, 8" DEEP & 4" WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN, OF 30" IN WIDTH
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE
NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
TEMPORARY SILT FENCE MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE, TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
NCDOT #5 OR #57
2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET.
WASHED STONE
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4' APART.
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM.
PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16" TO 18" AROUND THE WIRE, AND SMOOTH TO AN
DE
EVEN GRADE.
19-GUAGE HARDWARE CLOTH
(1/4 MESH OPENINGS}
1 /4
S. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
OR #57
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
WASHED STONE
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
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SECTION A --A I
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NTS
NTS
GRAVEL CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATION:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT"
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH
IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION fN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IS A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
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CONCRETE PAD WIDTH
VARIES
INSIDE ENCLOSURE WIDTH
VARIES
BOLLARDS
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A
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4
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4
TYPICAL GRASS SWALE
N.T.S.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
GRASS SWALE:
CONSTRUCTION SPECIFICATIONS.
1. REMOVE ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION
AREA, AND DISPOSE OF PROPERLY.
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS
PLUS A 0.2-FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING
SEEDBED PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE
CHANNEL FREELY.
4, THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY
OF THE CONDITIONS AND SELECTION OF SPECIES. PROTECT THE CHANNEL WITH MULCH OR A
TEMPORARY LINER SUFFICIENT TO WITHSTAND ANTICIPATED VELOCITIES DURING THE ESTABLISHED
PERIOD.
MAINTENANCE.
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL. AFTER
GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL
EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET
AND ALL ROAD CROSSING FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE
ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE
GRASS IN A HEALTHY, V[GOROUS CONDITION AT ALL TIMES, SINCE IT IS PRIMARY EROSION PROTECTION
FOR THE CHANNEL.
S .
4-" CONTAINER ENCLOSURE AND GATE
SHALL BE MIN. 8' 0"
HIGH. TYPICAL SOLID
DOGEARED WOOD FENCING
+` 4 SCREEN TO 100% OPACITY OR
APPROVED EQUAL
a
4" DIA. BY 1 -j" DEEP
RECESSES FOR GATE
°, +a. CANE BOLTS. PROVIDE
• 4• • , . , ONEEACH AT GATE IN
CLOSED AND OPEN
POSITIONS.
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4
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DUTY
4 j+ A. - . a. ASCOCONCRETE
CO MENDEDBYTERRACON.
•4
TYPICAL CONTAINER ENCLOSURE PLAN
NOTE: DUMPSTER PAD AND ENCLOSURE VARY DEPENDING UPON
CONTAINER REQUIREMENTS PER DOLLAR GENERAL. CONTRACTOR
SHALL PROVIDE SCREENING SO THAT PROPER CLEARANCES ARE
MAINTAINED TO ALLOW LOADING & UNLOADING OF CONTAINER,
CURB
NOTES:
1. SIDEWALK THICKNESS HA L BE 4.. UNLESS NOTED OTHERWISE.
2, CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH.
3, THICKEN SIDEWALK TO 6: AT DRIVEW(YS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK 7 /8"R TOOLED
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. JOINT
6, PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
1/2" EXPANSION
JOINT MATERIAL
30' MAX. SPACING EXPANS-10N- JO_1NT (E.J.)
-� 7 �1/4"x1" DEEP w/AN
FA I -AI1/8"R TOOLED JOINT
y 'f
CONTRACTION JOINT (C.J.)
1/2"
12„
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
NTS
1/2"
�-� 12"
7' l�-
PLAN VIEW
FRONT VIEW
REINFORCING:
4 - #4 REBAR
CONCRETE:
4000 PSI @
28 DAYS
WIDTH x LENGTH x HEIGHT
END VIEW 9„ x 7'-0" x 5"
WHEEL STOP DETAIL
NTS
SITE AREA DESCRI
PERIMETER DIKES. SWALES, DITC
HIGH QUALITY WATER (HQW) ZOP
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
:ALL OTHER AREAS WITH SLOPES
ONTROL
Few
SEE SITE PLAN STONE SHALL NOT
BLOCK
OR IMPEDE
PIPE FLOW
SEE SITE
PLAN
7MIRAFI 60OX FILTER
FABRIC
SECTION A - A OR APPROVED
EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER
FLARED END SECTION
ENERGY DISSIPATOR
NTS
FILTER
FABRIC
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE ?� a
W
FILTER
W
FABRIC
N
Q
1/2„ �,,,.-SECTION A -A
ROCK CHECK DAM
NTS
.4" CONC. SIDEWALK
w'66--10/10 W.W.M.
TURN DOWN SIDEWALK
NTS
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2_ RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4--6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE 10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7 TO 14 DAYS OF THE COMPLETION
OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NPDES STABILIZATION TIMEFRAMES
PTION
STABILIZATION
TIMEFRAME EXCEPTIONS
TES AND SLOPES
7 DAYS
NONE
TES
7 DAYS
NONE
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2.1 14 DAYS ARE ALLOWED
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 DEC. 15
SOIL AMENDMENTS
FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER.
MULCH
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
REPAIR AND REFERTILIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH
50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTENT
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 Ib/acre KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA 50
(KOBE IN PIEDMONT AND
COASTAL PLAIN, KOREAN
IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS - ABOVE 2,500 FEET: FEB, 15 - MAY 15
BELOW 2,500 FEET: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APRIL 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre
GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 Ib/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
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
CLASS A CONC.
1/2"R
18" FLOW LINE CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
ASPHALT OFF TYPE CURB. GRADES INDICATING CURB
II=III=III=I1 ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
-I I ElEl 11_
III�IIIr=-1ew I NOTE:
1. PRIOR TO ANY FIELD MODIFICATION, REVISIONS
SHALL BE APPROVED BY N&T. ANY DEVIATIONS FROM
APPROVED PLANS MAY RESULT IN NON CONFORMANCE
WITH PERMITS OR PERMITTED CONDITIONS, REVISIONS MAY
REQUIRE RE -ANALYSIS & PERMIT MODIFICATION AT OWNERS
EXPENSE AND COULD POTENTIALLY DELAY C.O. OR REQUIRE
WORK STOPPAGE UNTIL. PROJECT IS BROUGHT BACK INTO
PERMIT COMPLIANCE.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS,
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS,
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC" WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5, MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES
7, BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FiLL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED, THE TOP 8" OF SUBGRADE SHALL
BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY
SAND HAVING A UNIF€ED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUT&DE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL
IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11, EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS & WARD LAND SURVEYING AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSiTE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14, ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE,
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. WIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET
PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW
PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN
EVENT.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE MEN
17 BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRILR. STAKES MUST BE STEEL. STAKE
SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER
DRAINS AS DESIGNEE? OR IS DAMAGED,
5. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE
DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR
IF THE ROCK iS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF
THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
LAND QUALITY REQUIRES
6 ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 14 CALENDAR DAYS, ALL OTHER AREAS WILL BE STABILIZED
WITHIN 14 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE
FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
1'EGETATIVE COVER, ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES,
PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH
QUALITY WATER (HOW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT
STABILIZATEON WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
WTHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
7, BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
ThE SURFACE.
CONCRETE CURB & GUTTER
2'
CURB END DETAIL
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Licence #C-3641
DES. JKB
GKD, JPN
DRWN. EDB
DATE 08/09/18
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STANDARD
PARKING SPACE
5TK(PING
2" Faircloth Skimmer® Cut Sheet
J. W. Faircloth & Son, Inc.
www. FairclothSkimmer. corn
1" Vent
4" Sch 40 with Yellow tip Inlets Aluminum straps
coupling uspending inlet
connection 1 2'/2" pvc float
v �
27" 2
'. `•�
1 1/2" Sch 40 SOLID pvc
barrel or "arm"
SUPPLIED BY USER 3
`� • 27" '
I- �1%11111111111wll
:.�
Patens a: 5.620,751
Skimmer shown in
I floating position
1 %' hose, ss clamps
2" inlet 2" HEAD on center
2" threaded male fitting 4
on outlet end extension of inlet and orifice
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need
to be anchored to the bottom at the connection so it is secure. Coupling can be removed and
hose attached to outlet using the threaded 2" fitting. Typical methods used: on a metal structure
a steel stubout welded on the side at the bottom side with a 2" threaded coupling or reducers;
on a concrete structure with a hole or orifice at the bottom, use a steel plate with a hole cut in it
and coupling welded to it that will fit over the hole in the concrete and bolted to the structure with
sealant; grout a 4" pvc pipe in a hole in the concrete to connect the skimmer.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum
length of 6' so the inlet can be pulled to the side for maintenance. if more than 8' long weight
may have to be added to inlet to counter the increased buoyancy.
4. Inlet tapers down from 2" maximum inlet to a 1 '/z" barrel and hose_ Barrel is smaller to
reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of
slope. The inlet orifice can be reduced using the plug and cutter provided to control the outflow
rate.
5. Inlet is 4" pipe between the straps with aluminum screen door for access to the inlet and
orifice inside.
6. Capacity 3,283 cubic feet per day maximum with 2" inlet and 2" head. Inlet can be reduced
by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the
particular basin volume and drawdown time required.
7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug
and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc.
2inchCut TM 11-07 November 14, 2007
i : 10 MAR, SLOPE
13OLLARD VAT-*1
MAVDIGN'
PARKING 51GN.
AS REGORED-
COLLARD
PAINTED YELLO::
h.CJ5r10PP11.'G CART Z ,:P TO b
CENTERED AVOUT Tt"X FRONT
DOOR
NOTE:
AU nANDICAPYED RAMP A\0 ACCESS
A15L.E5 5MALL MEET ALL CODE5 AND
ADAAG REGUTATION5,
E /
COLORED 5UP .4,':T SURFACING
LTILf ARINN.TED
A5 RE
A.�DIOR T?.C�ILE WARNING DCVIGE AS RFOtJIRGD BY
V
AMERICAN WIT" D15ANUTIE5ACT ACCtfJ51EWTY
GUIDELINE5 AND CODE RQVIREMENT5
510EWA r,
wrtERE REH/IRLD BY CODC. PROVIDE ADD T IO.NAL A47A
PARKING, BOLLARDS AND 51GNAGE AND tMND CURB
RAMP TO ACCE55 AJ5LE
b
b
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6
6O
HANDICAP PARKING DETAIL
NTS
1 : I C MIN( SLOPE PAINTED YF110W
BOLLARD V,'. T r; rtANDICAP P ARM NG
5 GN, A5 REOUIRL:O
4" PAINTED 57PJPE5 -N.C. 5:^.l %
COLOR Q 24' 0, C- AT 45 DEGRFLS.
4' PAjm,%,G SPACE 5TR1PE.
WHITE COLOR.
5TA.NDAR0 YAND.CAP PAKKj.'.G
5DYMBOaQRT VED ON PAVEMENT
5'-0- _ 9'-0' T
6" FROM rACE
OF 510EWALr.
HANDICAP PARKING, ACCESS RAMP AND ACCESS AISLE DETAILS
NTS
DRAPE BAFFLE MATERIAL OVER WIRE
STRANDAND SECURE WITH PLASTIC TIES
AT POSTS AND ON WIRE EVERY 12"
9 GAUGE MIN. HIGH4MIN,
TENSION WIRE STRANDI
SHALL BE SECURED1
TO POST TO SUPPORT BAFFLE MATERIAL
BAFFLE MATE
4' MAX.
* IF THE TEMPORARY SEDIMENT
BASIN WILL BE CONVERTED TO A 11 GAUGE
PERMANENT STORMWATER BASIN LANDSCAF
OF GREATER DEPTH, THE BAFFLE STAPLE
HEIGHT SHOULD BE BASED ON
THE POOL DEPTH DURING USE AS
A TEMPORARY SEDIMENT BASIN,
NOTE, INSTALL THREE (3) COIR FIBER BAFFLES
IN BASINS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/4 THE BASIN LENGTH. TWO (2)
COIR FIBER BAFFLES CAN BE INSTALLED IN
THE BASINS LESS THAN 20 FT. iN LENGTH
WITH A SPACING OF 1/3 THE BASIN LENGTH.
FIGURE 6.65b COiR FIBER BAFFLE DETAIL
CROSS SECTION OF A POROUS BAFFLE IN
A SEDIMENT BASIN.
EXTEND 9 GAUGE TO BASIN SIDE OR
INSTALL T-POST TO ANCHOR BAFFLE
TO SIDE OF BASIN AND SECURE TO
VERTICAL POST
_ VARIABLE DEPTH
SECURE BOTTOM OF BAFFLE TO
GROUND WITH 12" STAPLES AT
12" MAXIMUM SPACING
"-LE MATERIAL
FIRST CHAMBER SECOND CHAMBER
INLET ZONE 25% OF SURFACE 25% OF SURFACE
25% OF SURFACE AREA AREA
AREA
5' CREST WIDTH
INFLOW �� I W CD! W
STRUCTURE MI
51-
0,
RIPRAP OR
SLOPE DRAIN
EARTHEN EMBANKMENT
WITH STABILIZED SIDE
SLOPES
OUTLET ZONE
25% OF SURFACE AREA
OUTLET STRUCTURE
SEE DETAIL
SD PIPE CONTINUES
TO OUTLET LOCATION
SKIMMER SEE DETAIL
CONNECT SKIMMER TO
OUTLET ORIFICE.
REMOVE SKIMMER AND
RETURN BASIN AND
OUTLET STRUCTURE TO
STORMWATER DESIGN
CONDITIONS 0
CONSTRUCTION
COMPLETION.
EMERGENCY---' \
SPILLWAY
POROUS BAFFLES IN A SEDIMENT BASIN, THE FLOW IS DISTRIBUTED EVENLY
ACROSS THE BASIN TO REDUCE FLOW RA'iES AND TURBULENCE, RESULTING
IN GREATER SEDIMENT RETENTION.
TYPICAL SKIMMER SEDIMENT BASIN & POROUS BAFFLE DETAIL
NTS
NOTE: SEE GRADING PLAN FOR BAFFLE LOCATIONS.
RESERVED
PARKING
12" _l
CGI ORS
LEGEND AND BORDER — GREEN
wreTE SYUBOL ON BLUE BACKGROUND
BACKGROLWO — WHrFE
R7-8
1-1/231(TYP)
MAXIMUM
PENALTY
250 3/81m)
-= 12- _--
LEGEND AND BORDER — GREEN
BACKGROUND - *UTE
R7--8D
SIGNS TO BE 0.080 STANDARD
ALUMINUM.
R7
R7-
VAN ACCESI&.E SIGN
ADJACENT TC 8' AISLES ONLY
Z
BOLT SIGNS TO GALVANIZED METAL PIPE
COLUMN.
O O
6" DIAMETER CONCRETE
FILLED STEEL TUBE PAINTED
YELLOW.
CONCRET SURROUND
AROUND PIPE COLUMN.
<�
,
MIN.
HANDICAP PARKING SIGN DETAIL
NTS
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LOADING RAMP DETAIL
NTS
STRIPING LEGEND
YELLOW CURBING
SURFACES SHOULD BE CLEAN, DRY AND
AND BOLLARDS -
METAL SURFACES FREE OF HEAVY RUST
2 COATS SHERWIN WILLIAMS - KEM 4000
PARKING LOT
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 855Y300
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT YELLOW
TM5495
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT -H.C."
BLUE
CONTRACTOR IS RESPONSIBLE FOR ALL
PUBLIC UTILITY CONNECTIONS (ELECTRIC,
WATER. GAS, SEPTIC, SEWER) AS WELL AS
PROVIDING ALL INFRASTRUCTURES
REQUIRED BY UTILITY COMPANY
PAVEMENT DETAILS
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS SOIL CONDITIONS. A GEOTECHNICAL
INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM
DOLLAR GENERAL PAVEMENT REQUIREMENTS.
INCREASED RECOMMENDATIONS ARE TO BE USED.
2, THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE
GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST BE
SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 33OR (GUIDE
FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
3" ASPHALT SURFACE COURSE (NCDOT S-9.5A)
INSTALLED IN 2 - 1.5" LIFTS
6" COMPACTED BASE (NCDOT CABC TYPE 1 OR TYPE 2)
Z
COMPACTED SUB GRADE
LU
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STANDARDASPHALT DETAIL
_DUTY
QSCALE:
NOT TO SCALE
Q
1.5' ASPHALT SURFACE COURSE (NCDOT S-9.5A)
2.5" ASPHALT BINDER COURSE (NCDOT 1-19.OB)
Q
8" COMPACTED BASE (NCDOT CABC TYPE 1 OR TYPE 2)
COMPACTED SUB GRADE
HEAVY DUTY ASPHALT DETAIL
5CALE: NOT TO SCALE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
a . (RE: NOTE 3 ABOVE)
4
5" 4,000 PSI PORTLAND CEMENT CONCRETE
4" COMPACTED BASE (NCDOT CABC TYPE 1 OR TYPE 2)
1L.1
COMPACTED SUB GRADE
STANDARD DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
U-1
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a — REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
U
(RE: NOTE 3 ABOVE)
' . �•
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7" 4,000 PSI REINFORCED PORTLAND CEMENT CONCRETE
6" COMPACTED BASE (NCDOT CABC TYPE 1 OR TYPE 2)
COMPACTED SUB GRADE
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
1
* PAVEMENT SECTIONS HAVE BEEN EDITED TO REFLECT RECOMMENDATIONS PROVIDED BY TERRACON. SEE
GEOTECWCAL REPORT FOR ALL PAVING REQUIREMENTS,
EXTRA HEAVY DUTY CAST IRON
ADJUSTABLE SCORIATED
SECURED COVER
FLUSH WITH
GRADE LINE
FLOW
BRONZE TAPER THREAD
PLUG WITH COUNTER
SUNK HEAD
4 4 6 4 4 211
a
4 I a 4
FLANGE
i
WASTE LINE
LENGTH TO SUIT
C 4'1
T FLOW
2-WAY YARD CLEAN -OUT DETAIL
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Licence #C-3641
DES. JKB
CKO. JPN
DRWN. EDB
DATE 08/09/ 18
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