SW8000243_APPROVED PLANS_20150313

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 0 o zy 3
DOC TYPE
❑ CURRENT PERMIT
❑" APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z o l s o 313
YYYYMMDD

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DEED BOOK 2812 PAGE 181 �
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t JAN 2 8 1015
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CURB INLET
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INTERSTATE 1-40
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ENTRANCE
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INSET LOWER LEFT
NOTES:
1. THERE ARE NO WETLANDS ON THE PROJECT SITE.
2. ALL RUNOFF FROM ROOFS SHALL BE DIRECTED TO THE RETENTION POND
PRIOR TO LEAVING THE SITE.
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TOP-38.95
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i IIIII DISSIPATER
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LOT 31 R /
I II I I I I I DITCH NEEDS TO BE CLEANED I N�RTHCHA5E PARK OF COMMERCE /
OUT TO PROVIDE FLOW FROM I / 5ECT10N I C /
I I I I 1 1 1 1 35.0 TO 34.5 ® CULVERT I I BE55EMER IMPROVEMENT CO. "a /
„ i♦� I I CROSSING. USE EROSION CONTROL I DEED BOOK 2812 PAGE 181 /
� MAP BOOK 38 PAGE 83
MATTING IN THE DISTURBED / 1 R02612-001 -00 1 -000 /
IIII \ DITCH SLOPES.
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/ TOP GRATE=39.63
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NEW NCDOT TRAFFIC
RATED DROP INLET
NCDOT STD. 840.36
TOP GRATE-38.00t
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SCALE: 1" = 20'
CURB INLET
_ TOP GRATE=
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CONSTRUCTION
ENTRANCE
SEE DRIVEWAY
INSET LOWER LEFT
NOTES:
1. THERE ARE NO WETLANDS ON THE PROJECT SITE.
2. ALL RUNOFF FROM ROOFS SHALL BE DIRECTED TO THE RETENTION POND
PRIOR TO LEAVING THE SITE.
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N.T.S.
TOTAL SITE AREAL 11.0 AC
DISTURBED AREA: &54 AC
ZONING PD
PARCEL NUMBER: R02616-001-007-000
MAP ID NUMBER: 324009.06.7027.000
EXISTING IMPERVIOUS AREAS:
DOS IMG BUIDING:
21.211 SF
EXISTM ASPHALT:
44425 SF
EXISTING CONCRETE:
8.971 SF
TOTAL EXISTING IMPERVIOUS:
70,607 SF
DOSTING WERVIOUS TO BE REMOVED:
1,645 SF
TOTAL E)QSIING WPERVIWIS TO REMAIN:
W982 SF
PROPOSED IMPERVIOUS AREAS:
PROPOSED BURAING
30.361 SF
PROPOSED ASPHUILT:
50,717 SF
PROPOSED CONCRETE:
5.348 SF
TOTAL PROPOSED IMPERVIOUS:
86.446 SF
SUBTOTAL:
155,408 SF
FUTURE.
14.592 SF
TOTAL. IMPERVIOUS:
170.000 SF
LANDSCAPING
INTERIM (SX) OF 51.236 SF-4,099 SF REWIRED 5.737 SF PROVIDED
SRREETYARD FACTOR 25
PRIMARY:
(553-94)25-11.475 SF REQUIRED
11,707 SF PROVIDED
INTERSTATE 1-40
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PROPOSED CONCRETE
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I III IIII 1 OUT TO PROVIDE FLOW FROM I SECTION IC
I I I 1 I 35.0 TO 34.5 ®CULVERT I I BE55EMER IMPROVEMENT CO. •'Qa / /
I I I I I I DEED BOOK 2812 PAGE 181
CROSSING I MAP BOOK 38 PAGE 83 i 1
/ II R02G 12-001 -001 -000
♦»w I II / I
\ \IIi iis oy
II __________ ------------------------—
/ — — — — — — — — — — — — — — — — — — — — — — —�
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Tli R RARY GRAVEL
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/ ENTRANCE
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FULn vEMT LOCATE WATER LINE. FIELD VERIFY SIZE AND LOCATION.
Sim AND mv
ONNECT TO EXISTING 4" SS.
FIELD VERIFY LOCATION AND INVERT
PRIOR TO BEGINNING CONSTRUCTION.
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PROPERTY LINE
RIGHT OF WAY
EXISTING SPOT ELEVATION
NEW 4" SS SERVICE
NEW 2" WATER SERVICE
NEW 8" FIRE LINE
JAN 2 8 2015
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DATE 01/27/15
CAR
C 5

STEEL POST
WIRE MESH FOR STANDARD FABRIC
14 GA. o z U -STANDARD OR EXTRA STRENGTH
AESH FOR ' t FILTER FABRIC
)ARD FABRIC N '' m
mN
-DIRECTION OF WATER FLOW
II
ANCHOR FABRIC SKIRT
I Z l i MIN. 8" DEEP & 4" WIDE.
u u �
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 GRAVELLED
CONSTRUCTION ENTRANCE
NTS
l'-6"
V-0" 6 /-i 1/2"R
CLASS A GONG.
3„R .
0
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
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
W.132i
0
A$
IF CURB HEIGHT IS 4'. THEN:
"B1" - 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
"B2" - 0 1:12 MAXIMUM SLOPE, SIDE
FLARE "A" IS 72' MINIMUM.
RESERVED VAN ACCESIBLE SIGN
PARKING ADJACENT TO 6• AISL
SIGNS TO BE 0.080 STANDARD
® ALUMINUM. BOLT TO TREATED WOOD OR
ALUMINUM POST WITH 3/8' CADMIUM
PLATED NUTS, BOLTS & WASHERS.
I- 12" I
am
LEGEND AND 9WW - GREEN
UK SdM DN BUIE SkaM 0M
84006NO ND - WHITE
R7-8
ALUMINUM OR TREATED 4"x4" WOOD POST
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IMUM VAN
ALTY3/et»PI ACCESSIBL �ecmI50
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UMID AO BORDER - GREEN LEGEND AND 9=0 - MIN
BHGNGRgW - YIHIE BHCKDROUND - WHITE
R7-8D VAN ACCESSIBLE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
/-1 -\
SEE PLAN FOR PIPE
I I
ORIENTATION
I I
1 I
I I I I
I I
I
` CASTING
i Q i NOTE: 2' X 2' DROP
.f _ -- I INLET FRAME & GRATE
SHALL BE HEAVY DUEY
CONC. COLLAR
L----------------- J
PLAN
PRECAST
OR
BRICK MASONRY
FLOW r
3000 PSI CONC.
ELEV. VARIES
w_
77
.
SECTION
DROP INLET DETAIL
NTS
m
it
TEMPORARY/PERMANENT
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 LIE AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LOS PER 1000 S.F.
FERTNGEt 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED. FIRM. UNIFORM SEED BED IS
PREPARED 4-8 INCHES DEEP.
B. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMEDNTELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 L13S PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
& 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 STAID SHOULD BE
OVER 60% DAMAGED. FAMABLISH FOLLOWING ORIGINAI• LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAMENANCE. TREATMENT, AND
FTRTIUZATKIN AFTER PERMANENT COVER IS E5UBUSHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHA L BE:
20% CARPET GRASS
24X BERMUDA GRASS
20% TURF FESCUE IOR CREEPING RED FESCUE
24x ANNUAL RYE GRAIN
•BERMUDA S® SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 981 AND
GERMINATION SHALL BE A MITI. OF 85X.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRADING CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCEIMN1ING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCH. CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
CITY OF WILMINGTON STANDARD NOTES:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING
ANY DIGGING AT 1-800-632-4949.
2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES
OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE
PROTECTION FENCING. ALL TREE PROTECTION MUST BE MAINTAINED
DURING CONSTRUCTION.
3. ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF-WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR
NCDOT STANDARDS.
4. THE SUBDIVIDER SHALL INSTALL TRAFFIC SIGNALS, TRAFFIC SIGNS,
STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE
SUBDIVISION. DEAD-END BARRICADES AND MARKINGS, AND OTHER
REQUIRED TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE CITY'S
TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL.
5. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
(MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) STANDARDS.
NPDES STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION I
TMEFRAME EXCEPTIONS
PERIMETER DIVES SWALES. DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN &1
7 DAYS
IF SLOPES ARE 1 OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GTHIN 50' IN LENGTH REATER
ALL OTHER AREAS WITH SLOPES FLITTER THIN 4:1
14 DAYS
NOW EXCEPT FOR PERIMETERS AND HOW ZONES
m
26" MIN.
HEAVY DUTY TRAFFIC BEARING
FRAME, GRATE AND HOOD.
NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL.
NOTE: IF PRE -CAST BOXES
ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION.
CONCRETE
BRICK
1710) r- 4"
73��f'.Rnrf.
. m
L#4 0 12" EACH WAY `-CONC. FTG.
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
SM&K CUT OR TOO 1
,,, . A '•••• A
I'I'II'I��III
1
CONSTRUCTION S
UNIFORMLY GRADE1 DEPRESSION • •.
�I i•:•:;: DOT 15 OR 1 • ' • 1 THE GROUND SURROUNDING
WASHED STONE SPACE POST EVENLY AROUND THE PERIMETER OF THE INUET, A MAXIMUM
6x6-11 1 W.W.M. \-ODMPAXCTE It
OF 4' APART.
SlJBGRhDE 3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE
:�: PLACING:::::::::::::1 • • L• 1 1 1 : • 1
SECTIO• WN • ' I i '• 1.RECOMMENDED.RING IS 1 HE 1
(NCDOTER THE GRAVEL FOR
TURNED 4. PLACE CLEAN GRAVEL OR #57 STONE)ON SLOPE
PREFORMED WITH A HEIGHT 1 TO Ir AROUND THE WIRE. AND SMOOTH
3INT 4' MAX.. 19-GUAGE
t
'1
1 1 1'STABILIZED. 1
OPENINGS)(1/4 MESH
NCDOT•• ACCUMULATEDSEDIMENT,1 1 ELEVATIONS.
I��a• ��.NE 1 PROPERLY i ' • 1
Al
i9.... 1 1
R..4.
6x6-10/10 W.W.M.
i'6'i
SECTION
WHEEL CHAIR RAMP
TYPICAL TURNED DOWN SIDEWALK
AND WHEEL CHAIR RAMP DETAIL
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SECTION A -A Ho
HARDWARE CLOTH & GRAVEL INLET PROTECTION
,LH
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.
1 3' WIDE BY
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6. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL
TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN.
CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR
TO ANY EXCAVATION IN THE RIGHT-OF-WAY.
7. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS, OR
CURBING WILL BE REPLACED.
8. CONTACT TRAFFIC ENGINEERING AT 341-7893 TO DISCUSS STREET
LIGHTING OPTIONS.
9. THE NUMBER AND SPACING OF DRIVEWAYS FOR ALL INTERCONNECTED
SITES WILL BE DETERMINED BY THE COMBINED FRONTAGE OF THE
INTERCONNECTED PROPERTIES.
10. ALL SITE LIGHTING SHALL BE LOCATED AND INSTALLED SO AS NOT TO
SHINE DIRECTLY ONTO ADJACENT PREMISES. UNRESTRICTED LIGHTING IS
LIMITED TO A HEIGHT OF TEN (10) FEET AND 90 DEGREE CUTOFF
LIGHTING IS LIMITED TO FIFTEEN (15) FEET.
11, MECHANICAL EQUIPMENT AND TRASH RECEPTACLES WILL BE SCREENED
BY AN EIGHT (8) FEET HIGH OPAQUE FENCE.
12. PROJECT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITIES AUTHORITY
CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE
STATE HAS GIVEN THEIR FINAL APPROVAL.
13. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE SHALL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S
SIDE OF THE WATER METER BOX.
14. ANY IRRIGATION SYSTEM SHALL COMPLY WITH THE CAPE FEAR PUBLIC
UTILITIES AUTHORITY CROSS CONNECTION CONTROL REGULATIONS.
15. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CAPE FEAR
PUBLIC UTILITIES AUTHORITY WILL NEED TO BE ON THE LIST OF
APPROVED DEVICES BY USCFCCCHR OR ASSE.
16. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE
PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 SINGLE
STRAND INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND
STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO
BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES. THIS WIRE
IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER
BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
17. CONTRACTOR SHALL COORDINATE ALL UTILITIES WITH CFPUA PRIOR TO
CONSTRUCTION.
18. ALL TRAFFIC CONTROL SIGNS AND MARKING OFF THE RIGHT OF WAY
ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE
WITH MUTCD STANDARDS.
19. ALL PARKING MARKINGS AND LANE ARROWS WITHIN THE PARKING AREA
SHALL BE WHITE.
20. INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS.
21. TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING LAYOUT
PRIOR TO ACTUAL STRIPPING.
22. A LANDSCAPE PLAN INDICATING THE LOCATION OF REQUIRED STREET
TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC
ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR
REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE FINAL PLAT.
23. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR
RAMPS.
24. CALL 341-5888 TO SEE IF A UTILITY CUT PERMIT IS REQUIRED FOR
EACH OPEN CUT OF A CITY STREET.
25. PROVIDE A LANDSCAPING PLAN FOR THE STORMWATER BASIN(S) AS
IDENTIFIED IN SD 15-16.
26. THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND
FREEZE SENSOR.
27. DEPRESS LANDSCAPE AREAS WITH CURB CUT TO ALLOW RUNOFF INTO
THESE AREAS. SEE PLAN.
28. ANY GROUND LEVEL MECHANICAL EQUIPMENT, HVAC AND ELECTRICAL
PANELS MUST BE SCREENED FROM THE VIEW OF ANY ADJACENT
PROPERTY OR RIGHT OF WAY.
29. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY
STREET. CONTACT 341-5888 FOR MORE DETAILS. IN CERTAIN CASES
AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE
REQUIRED. PLEASE COORDINATE WITH ENGINEERING FOR CONSTRUCTION
SEQUENCING FOR RANDALL PARKWAY WIDENING EFFORTS AND
POTENTIAL LIMITATIONS ON CUTS TO NEW ASPHALT THAT COULD
IMPACT THIS DEVELOPMENT.
12'-6"
CONCRETE PAD WIDTH
1 1'-0"
INSIDE ENCLOSURE WIDTH
•
6' DIA. PIPE BOLLARD
.°
q+
4 •+• q.I . CONTAINER ENCLOSURE AND GATE
° + • ' - SHALL BE MIN. 8'-0"
HIGH. TYPICAL SOLID
{ &CUIYARD• - DOGEARED WOOD FENCING
• ••, "•� TOR/ANDF,FND • SCREEN TO 100% OPACITY OR
LX1u1DgK}>�N1fAINER .• APPROVED EQUAL PER CITY
8'lXbfllr•)F6$11. OF WILMINGTON CODE.
4.
•° .4 DIA. BY 1-�" DEEP
° a RECESSES FOR GATE
• ° a CANE BOLTS. PROVIDE
.• ,. ONEEACH AT GATE IN
<.. "• CLOSED AND OPEN
/r'. - `•a POSITIONS.
A a
,..
• D1ff:.PIPE BSL • q:
A. .r 'CONCRETC-. FILLED, •SET:.IN a
CQN (Rft6 3"BELOW GRADE
EXTL-Nb •4" ABOV4 O*AQE DESIGN CONCRETE PAD
�• e� ,PAL *.OSHA"YELLOW.• • TO WITHSTAND 10,000 LB.
° •" a SINGLE WHEEL LOADS.
CONTAINER ENCLOSURE PLAN
NTS
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 UNIFIED 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 OUTSIDE 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
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 S&ME REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. GONG. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURERS 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 WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. 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 DESIGNED 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 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 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
VEGETATIVE 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
STABILIZATION 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
WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
7, FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID DISCHARGES DAILY.
10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
JAN 2 8 2015
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14060
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DRWN. EDB
DATE 01/27/15
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SHALLOW LAND PLANTINGS
5'
BERMi
PLANTINGS R TEMPORARY POOL = 36.1'
SEDIMENT REMOVAL = 32.5' I 1
BOTTOM = 31.5' 7 5'2
5' 5'
SIDE SLOPE 10'. 10:1 POND 10.1
VEGETATED 2:1 2:1 VEGETATED
SHELF SIDE SLOPE SIDE SLOPE SHELF
BELOW
NORMAL
POOL
POND CROSS SECTION
NTS
24" RCP
INV.=35.50'
DETENTION POND NOTES:
1. UPON STABILIZATION OF SITE, RESTORE POND TO DESIGN SIZE AND SHAPE.
2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF
20% CARPET GRASS, 24% BERMUDA, 20% FESCUE, 10% CREEPING RED FESCUE, AND
24% RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF.
3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED
SUITABLE SPECIES. GROOUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15
PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET
STRUCTURE.
4. BOTTOM HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW WATER PLANT
SPECIES, SEE TABLE.
5. TOP HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW LAND PLANT
SPECIES, SEE TABLE.
6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT
24"-36" O.C. IN A CHECKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF
OF SHELF AREA SHALL BE PLANTED.
APPROVED SHALLOW WATER PLANTS
APPROVED SHALLOW LAND PLANTS
SWAMP MILKWEED
SWEETFLAG
WATER PLANTAIN
QUILL SEDGE
WATERPOD
WHITE TURTLEHEAD
BLUE FLAG IRIS
DWARF JOE PYE WEED
SOFT RUSH
JOE PYE WEED
ARROW ARUM
SPOTTED TRUMPETWEED
PRIMROSE WILLOW
SCARLET ROSE MALLOW
PICKERELWEED
HALBERDLEAF ROSEMALLOW
DUCK POTATO
SEASHHORE MALLOW
BULLTONGUE
CARDINAL FLOWER
LIZARD'S TAIL
LONGLEAF LOBELIA
SOFT STEM BULRUSH
GREAT BLUE LOBELIA
THREE -SQUARE BULRUSH
STARRUSH WHITETOP
WOOLGRASS
NARROW PLUMEGRASS
GIANT CUTGRASS
rrm
■ ■■
■■■■■■
me■■■■■
■■■■■■■■■■■■ •
35.0'f
36.1'
INV. 35.5
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
14 STEEL REBAR SGALV. OR ASPHALT COATED)
TACKWELDED AT 4 O.C. EACH WAY. LAID
IN OR BOLTED TO TOP OF STRUCTURE
SECTION 1/2" OPNG. GALV. OR
ALUMINUM EXPANDED
METAL SCREEN
OUTLET STRUCTURE
NTS
NOTE: ADJUST BACK OF OUTLET
STRUCTURE TO WHOLLY CONTAIN
OUTLET PIPE.
ELEVATION
12"D CLASS 8 RIP RAP
OVER 12w ARMORMAX
WITH SOIL ANCHORING
BOTTOM HALF OF VEGETAED -
SHELF TO BE PLANTED WITH
SHALLOW WATER PLANTS. SEE
TABLE
NO PLANTINGS WITHIN
10 FT. OF THE OUTLET
STRUCTURE.
ATTACH SCREEN WITH
GALV. LAG & WEDGE
ANCHORS
COMPACTED SUBGRADE OR 6"
CRUSHED STONE.
4
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BOTTOM 27-
NORMAL POOL
ELEV.=35.00
POND
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312'
POND DIMENSIONS Co) NORMAL POOL
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PIPE FLOW
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SEE SITE PLAN
MIRAFI 60OX FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
12" CLASS B RIP RAP 60OX MARIFI FABRIC
EMERGENCY SPILLWAY
NTS
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DATE 01/27/15
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4" Sch 40
coupling
connection t
2.5" Faircloth Skimmer"' Surface Drain Cut Sheet
J. W. Faircloth & Son, Inc.
www.FairclothSkimmer.com
1 1/2" Vent
with Green tip Inlet a Aluminum straps
suspending inlet
2'h" pvc float
/ 29" 2
1 ''/z" Sch 40 SOLID pvc _V
barrel or "arts"
SUPPLIED BY USER 3
I
hose, Its damps
2" threaded male fitting
on outlet end
21/2" inlet
extension 4
vawor E 5,8W51
2.5" HEAD on
center of inlet and
orifice
Skimmer shown in
floating position
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 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 W maximum inlet to a 1'/2" 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 5" pipe between the straps with aluminum screen door for access to the 2%" inlet and
orifice inside.
6. Capacity 6,234 cubic feet per day maximum with 2W inlet and 2.5 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.
2-5inchCut TM 11-07 November 11, 2007
TYPICAL GRASS SWALE
N.T.S.
i''•1
STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
mwznn,•e
SEE SITE PLAN
IRAn 60OX FILTER FABRIC
SECTION A OR • s EQUAL
NOTE: FILTER FA13RIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
BAFFLE CONSTRUCTION SPECIFICATION
1. Caade the basin so list the boom is level f ent to back and side to side.
2. In" posts or saw lases aam the with of the sediment trap (Practice
6.62, SadwvotFaice).
3. Sled posts should be driven to a depth of 24 inches, spaced a maximum
of 4 feat spelt, and inrialbd up to aides of the basin as well. The top of the
fdgricshould be 6 inches h &wdian do imvatoftbesoDway. Tops of baffles
should be 2 inches lacer than the top of this berms.
4. lustall at last three wars of belles between the mid and outer discharge
poiaL Basins lees than 20 feet is length may use 2 bef&es.
S. Wbm using posts, add a support wire or rope across the top of the measure
to prevent 349%9-
6. Wrap porous material, like jute backed by car material, ova a sawhorse or
We top wire. Hammers" lob the sawhorse tags for ancligo isg. The 0rbric
should have five to %a pioneer openings in the weave. Attach fabric to a rope
and a support structure wilt zip ties, wire, or staples.
7. The bottom ad Aft oftbe titbrie should be anchored in a trench or pinned
with g-mch erosion could Mmtl erg staples.
& Do not splice the frtbric" but use a continuum; piece screw the basin.
MAINTENANCE
Inspect baffes at kast owe a week and aAar esch rainfall. Make say required
repairs ter•
Be sum so maintain access to the ball es. Should the fibric ofa bef9c collapse.
tar, decompose, or become mefficum replace it promptly•
Remove sediment deposits when it reaches half full to provide adequue
storage volume for do Next am and to reduce preeeuse on the baffles Take
can to avdd damaging the baffle during eesnout. Sediment depth should
never exceed half the designed steraga depth.
After the conldbutnng drainage area has been property stabilized, remove all
baffle makingsts and unstable sediment depaits, brio& the area to grade, and
stabilize it
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OUTLET STRUCTURE
SEE DETAIL
SO PIPE CONTINUES
TO OUTLET LOCATION
--SKIMMER SEE DETAIL
CONNECT SKIMMER TO
OUTLET ORIFICE.
REMOVE SKIMMER AND
RETURN BASIN AND
OUTLET STRUCTURE TO
Emergency STORMWATER DESIGN
Spil CONDITIONS
CONSTRUCTION
COMPLETION.
Fkpw* &Ka Pa es b @Men in a tlsd meth basin. The titer ins dNMibtisd avw* sauna the basin to
ro&= flow rates and bsbulence, ram loft in 9 P @61 aetllll 1 1 rabsttlott.
TYPICAL SKIMMER SEDIMENT BASIN & POROUS BAFFLE DETAIL
NTS
NOTE: SEE GRADING PLAN FOR BAFFLE LOCATIONS.
SKIMMER BASIN CONSTRUCTION SPECIFICATION
1. Clear, grub, and strip the area under the embankment of ail vegetation and
root mat. Remove all surface soil containing High amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area Place temporary sediment control measures below
basin as needed
1. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
lifts notto exceed 9 inches, and machine compact it. over fin the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the skimmer or
providing a low support under the skimmer of stone or timber.
4. Place the barrel (typically 4-inch Schedule 4oPVCpipe)onafirm, smooth
foundation of impervious soil. Do not use pervious material such as sand;
gravel, or crushed stone as baekfill around the pipe. Place the fill material
around the pipe spillway in 4-inch layers and compact it under and •around
the pipe to at least the same density as the adjacent embankment. Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway
before crossing it with construction equipment. In no ease should the pipe
conduit be installed by cutting a trench through the dam after the embankitunit
is complete.
5. Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways —Install the spillway in undisturbed soil to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges may be secured with &inch staples or pins. The fabric
must be long enough to extend down the slope and exit onto stable ground.
The width of the fabric must he one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper sections) should overlap the lower section(s) so
that water carmol flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins." February,
1999. J. W. Faircloth & Son.)-
8, Inlets—Dischargo water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment -
laden water to the upper end of the pool area to improve basin trap efficiency
(References: RarnafjControl Measures and Outlet Pmfecrion).
9. Erosion control --Construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all other disturbed areas above the crest of the principal
spillway immediately after construction (References: Svaface Stabilization).
10. install porous baffles as specified in Practice 6.65, Porous Baffles.
It. After all the sediment -producing areas have been permanently stabilized.
remove the structure and all the unstable sediment. Smooth the area to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
MAINTENANCE
Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is
flowing underneath or around them,
if the skimmer is clogged with trash and there is water in the basin, usually
jerking on the rope will make the akimmer bob up and down and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to no if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water, Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
JAN 2 8 2015
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5URVEY NOTE5:
• THE 5UBJECT PROPERTY 15 LOCATED IN
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DATED: APRIL 3, 2006.
• CID B 370165.
INDEX DATED: FEBRUARY 16, 2007.
• 5ETBACK5 PER RE5TRICTIVE COVENANTS:
FRONT 5ET13ACK 50
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5URVEY NOTES:
• ALL D15TANCE5 ARE HORIZONTAL.
• WETIAND5. IF ANY, NOT 5HOWN
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PROPOSED SOCK DRAIN
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TEMPORARY SILT FENCE
PROPOSED GROUND /
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EXISTING CONTOUR
EXISTING SPOT ELEVATION
NEW ASPHALT
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MESH FOR 1
1ARD FABRIC
STEEL POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-DIRECTION OF WATER FLOW
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 GRAVELLED
CONSTRUCTION ENTRANCE
NTS
6"
3"
F1 II==III-TI1-
1"
I11=1 3/8" CONTINUOUS
O STEEL AIRCRAFT
-)Oil -1 CABLE
EXTRUDED CONCRETE CURB DETAIL
NTS
EXISTING ASPHALT
SURFACE COURSE
NON -WOVEN FILTER FABF
LAPPED ON TOP
f � 6" PERFORATED PVC SOCK
SOCK PIPE DRAIN
UNDER GRASSED AREA
NTS
6" 1 6" 1 3, �„ 1 _6.�_c
3„g
3"R °a
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COMPACTED SUBGRADE
CONCRETE GUTTER FLUME
NTS
#57 WASHED STONE
1 1 /2"R
0
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SAWCUT EXISTING
NEW ASPHALT PAVEMENT
SURFACE COURSE SEE
NOTES BELOW FOR THE
SPECIFIC REPAIR
REQUIREMENTS.
COMPACTED
BACK FIT.
ABC STONE OR ASPHALT BASE.
SEE NOTES BELOW FOR SPECIFIC
REPAIR REQUIREMENTS.
ASPHALT PAVEMENT REPAIR DETAIL
NIS
NOTES:
1. ASPHALT PAVEMENT REPAIR ON NCDOT ROADS SHALL COMPLY WITH THE
APPLICABLE NCDOT DRIVEWAY PERMIT AND ENCROACHIMENT APPROVALS.
2. THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NW" PIr1W TOADS
SHALL BE A MINIMUM OF 2' S9.58 PLACED IN TWO (2) COMPACTED LIFTS
ON 8'-B25.00 BASE PLACED IN TWO (2) COMPACTED LIFTS OR 18' ABC
STONE PLACED IN TWO (2) COMPACTED LIFTS W LIEU OF 8'-825A8.
3. THE ASPAHLT PAVEMENT REPAIR REQUIREMENTS ON HGOOT SEODNDMlY IDADB
SHALL 13E A MINIMUM OF 2'-SF9.5A SURFACE COURSE PLACED IN TWO (2)
COMPACTED LIFTS ON 5-825.08 BASE OR 10'-ABC STONE W LIEU OF
5'-825.OB.
4. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SWILL BE 2' MINYIUM OF 1-2/1-1
SURFACE COURSE ON 10' MINIMUM OF ABC STORE IN ACCORDANCE WITH THE
LATEST NCDOT STANDARD SPECIFICATIONS.
5. ALL SAWCUT ASPHALT PAVEMENT REPAIRS SHALL BE COMPLETED THE SAME DAY
IN WHICH THE SAWCUT IS ORIGINALLY MADE.
2" NCDOT 1-2
ASPHALT PAVEMENT
-6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
NEW ASPHALT PAVEMENT SECTION
NTS
SOCK PIPE DRAIN
UNDER PAVEMENT AREA
NTS
NCDOT 1-2
'HALT PAVEMENT
NCDOT ABC STONE
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 LEIS. PER 1000 S.F.
PHOSPHOROUS: 20 LOS PER 1000 S.F.
FERTILIZER: 17 LOS. 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 LOS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LOS PER 1000 S.F.
WOOD CHIPS AT 500 LOS. 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 15 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 LOCK CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NPDES STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES. SWALES. DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FATTER THAN 4:7
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
SITE WORK NOTES:
m
I. 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
Z
LIMITS OF CONSTRUCTION.
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4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
O_
Z
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
R/O Z
O
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
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6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
WITH ALL
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BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE
APPLICABLE LOCAL AND STATE CODES.
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7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
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of
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
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ASSOCIATED WITH BORROW OPERATIONS.
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8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
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RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL
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BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
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MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SILTY OR CLAYEY
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SHOULD BE UNDERCUT AND REPLACED WITH ACLEAN,
SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
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MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
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LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
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STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
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UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
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BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
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PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
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OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
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THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
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LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
98%
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INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST
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OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
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TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL
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IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
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REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
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OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
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A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
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STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
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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
MARK STOCKS 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
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APPLICABLE AGENCIES AND AUTHORITIES.
2
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14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
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CONFORM TO NCDOT STANDARDS.
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15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
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16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
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RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
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17. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
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FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
WCD
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EROSION CONTROL NOTES AND MAINTENANCE PLAN
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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 BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. 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
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STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
^
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REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER
DRAINS AS DESIGNED OR IS DAMAGED.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED. ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
00
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
I
�
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS. . WATER QUALITY REQUIRES ALL SEEDED AREAS
WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
F"'I
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SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
'DITCHES,
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VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO
7
0
tL
PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL
H
HIGH QUALITY WATER (HQW) ZONES SHALL BE '1 PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
0
IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST
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0
LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
F
PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
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II 13091 1
DES JPN
CKD. JPN
DRW SL EDB
DATE 12/02/13
CARO
'soy: �raw5a
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EGEIVE
'DEC 0 9 2013
BY:-C 2

SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CWATIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED. STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SWILL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDMDN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL OVANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
S. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SrrE
PROPERLY PERMITTED FACILITY AS REOUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS. THE CONTRACTOR SWILL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE. IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SMALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY BOB M. JONES JR. AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIM TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 38" COVER
AT FINAL DUDE
15. ALL SERVICE CONNECTIONS SIW.L BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS. TAPS, MATERIALS. WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SWILL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS. LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SALT BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL. AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SWILL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMOM
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PANT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115. TYPE III, FACTOR! MIXED. QUICK DRYING,
NON BLEEDING. REFLECTNE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS. CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL DE
PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. . DATED , BY
FOR ADDTIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS• ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON /S POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE. SILT TRAPS. AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUMED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE. INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SWILL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REWIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAIIB'ALL• BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL. OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. 157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. 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.
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
NOTES:u u
1. FENCE FABRIC SWILL BE A MN. OF 32- N W-RTH AND
N SHALL HAVE A M. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MN. OF
3r N WIDTH. FABRIC SMALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGNEER.
3. STEEL POST SHALL BE W-O" N HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 8' N HEX*ff NO Y
- TO 4' N DIAMETER. WIRE FABRIC SMALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /9 WIRE SUOLE
1 1/2" LONG
TYPICAL GRASS SWALE
wI�
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41
.IM
SPILLWAY
c,•
NC GRID
TEMPORARY
SEDIMENT
TRAP TABLE
N0.
ACR
REQ'D
1PROVIDED1
L
I W
I D
0.44
792
300
80'
5'
2'
0.78
324
350
35'
5'
2'
0.50
900
910
91
5'
2'
MB 31 PG 165
N/F AMMONS LAND CO. INC.
D.B. 2488 PAGE 0568
ZONING PD
LOT 31R
EXIST. 12"CPP TO BE ABANDONED
15' DISTURBED AREA TO BE MOWED,
SKIRT CLEANED AND GRASSED FOR 'LANDSCAPED
ENGINEER DRAINAGE SWALE WITH PERMISSION BY
ADJACENT PROPERTY OWNER. (IN WRITING)
LIMITS OF DISTURBANCE
w
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N 14"22'26"W 1015.72'
I
INTERSTATE 40
S 1-r43'47"
x 3714 x 37.47 �� (n
X
2
0" 57' - 37.23
�-�
x 37.62 3i.7� X I, x36.944
sY 985E X
R
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X W CURVE DATA II
�- CHORD = 464.40' - x-1021
1 I s� �X- '� X ARC � 464.48' -
x s ,y 37 4RADIUS = 7332.98'
x 38.30 \ -_. x 37.71
11, \ I EXISTING SOD & LANDSCAPING AREA \ 6035J9
x38 s9
J
I \ II I x35.38 (NO IMPERVIOUS) \ x3o 57
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11 i
J36.16 X
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x 38. 39 \
z38J2 38.63
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x . 3 - - -_ z39.52 ,
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X .58 11 1 I
I I I I I I a: III IIX I II II I I x 37.18
TT8.,3:. v{37.II �.6}7x\3
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x3461 3N3.90 869 a -
SOD & LANDSFAPING AREA 9i3 T. x36.13
EXISTING ASPIALACCESS & PARKING x37.17 x37.69 20X10P-RAP}-x 35.97
~X
'P3'
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'k4.99EXISTING .-x3]93 x .�MLF x35(IMPERVIOUS) a 333 30, 1CC
06 33� 35.?�35.70IN35 79'
I 9<AM x3.87 ;d9. x3918 x8.48 x .o, I _ LIMITS OF DISTURBANCE
I 37.06
x3834
86.8BLOCK WALL x i9.55.17.82
x38.08 38.31 M.77 x38.79 / - - PLASTICS j
�� I I I I I I I x39.35 o 1
YARD
38I �11 kI i I .,3 A C UNIT !% DRAIN I
TOP = 38.65' III V
I I \ x38.64 x3763 -z38.Ot x38.68 38.83x
1
III I x,e. I I 11 I I y
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x 3e.+p 4O 1 1 �1x 35N/F COVERBIND CORP.
I h 1 3�. x37.70 I LL w D.B. 2161 PAGE 0398
I I ELEC. METER'.
I I I BASE .92 j' x38! 9 I I I I I Ln
ZONING PD
W I 1 I I I.
n I I x38.92 PROPANE EXISTING I i
I cn
GAS WAREHOUSE & OFFICE i I`. I LOT 33
IX m \ TANKS ONE STORY )-
x36." STEEL FRAME 3&46 I I 0187
STUCCO SIDING I. ! 37.E
37.28 I I I I l�szh2�s�
76.33 �
FIN. FLOOR ELEV. = 39.46' I I I
361i / [ I
.� L I EXIST x30.09-
1 RIP -RAP 3z4+ /
}6xp3�e3 135.02 3220 CORPORATE DRNE f
X I I x 36.95 / ' I \ I I I I I I IX
i I 1 1 I x36.09 -- /. I ! I x .26
I I 361 I I w 15' DISTURBED AREA TO BE MOWED,
CLEANED AND GRASSED FOR 'LANDSCAPED'
x38.88 DRAINAGE SWALE WITH PERMISSION BY
ADJACENT PROPERTY OWNER. (IN WRITING)
xM.55 1 x37.26
II �
v3s.9o�I
INV. 33.2E
I IV
IST. 12" CPEX�Ex
P�� 1
x 38.77 x 37.38 5 8?s.�+''- 39 1
XI I x I 37.6, 3a.o0 = ®� �38.eC8 TOP = 3839 .2 .. 25 9 39d'- xx.}S II
_ }
I I - I 33 '`- x37.41
38.� 1 FN�� , / I x 3&I86 1
I I II I I INV. IN
I I II 11 II I 36.8:4 73n ,
INV. OUT =36' xx774
I I \ 35rI 6 1 r
II II EXISTING SOD & LANDSCAPING AREA
I I I I NOTE: SUMP TO DISCHARGE TO L`E1NC QADlNG I x36.,a 36.6z KS
(NO IMPERVIOUS)
I I I I x39.65 x37N / GRASS
RA S AREA SHEET FLOWCROSS EXISTING -vC / ' I 5 X
I X I II.5]I I ly 1 x36A I
x 35.52 /
M.f7 I /
Ir x 3e.x&35^� x3a.,2 JO "E.DIAP)5:1r, i/
x8 4 2Dx3O RIPR3.66x 3•., LEGEND
w x 816 I x37.4, x35.,6 - x3.a9 32�f37x.EXISTING CONTOUR
x 34.5„ .,o
E9 63 EXISTING SPOT ELEVATION
(Q V I �� x 35.26 x 34.99 1 1
EXISTING EXISTING ASPHALT ACCESS EXIST. S.W. RUNOFF DIRECTION
CONCRETE ( I
I I I
U EXIST. CONCRETE AREA
DUMPSTER
i I I I I \/ x36.74 \ 0
x3432 PAD I I r
X *4 x M. x 1 x 36.05 x 36 41 x 35.92 1 I ! X I
i
II_III EXISTING ASPHALT
I I - / xM.15 x37.73 x37.25 i 1 TSFX-XTSFX- TEMPORARY SILT FENCE
EXISTING SOD &LANDSCAPING AREA 38 /3�.aa TEMPORARY SEDIMENT TRAP
�IVO IMPERVIOU9).61 - xm.15 .3T'97
x 9.95 � 0.09 x 39.30 x 38.59 x 39-65 x 38.55 4 \�� O�a:->i >•w^ a� a� 37.41 D.2a x 36.% x 3,.92 II X III
x38,3 „ -. LIMITS OF DISTURBANCE
X J6.60
!/ 11Q 1
I \' x3714 x39.83 JZ6 x39:26 x38:96 I / II rI'
,,.34x38.a2 w39.pi / I I SITE DATA
W \ x37.51 xA.86 x38.48 a3J.8] xD.69 - I x3a.82� I ��IU)�, TOTAL AREA
FFFVVM���'�JJJ1 I F I I I ZONING
37.37 I
�� x 37.35 I I /726 XM.5� \ 11�1 I EXISTING OFFICE AREA
37.38 -- _- -- --- \ x38,51 35.1a xA3.5213162 3 A EXISTING WAREHOUSE AREA
x36.34 x36.34 PARKING SPACES REQUIRED
x36.7o ` J/ 36s5 - \ I PARKING SPACES PROVIDED
x .e I x3 x O MAD x3e.7z - \
/ / 3e.eo x36.94 EXISTING ASPHALT AREA
i I UG ELECTRIC (3 WIRES) UG ELECTRIC (4 WIRES) / EXISTING CONCRETE AREA
I I --�SETTTNGS - _. - _.. �,_ � I `
I I TSF .. - X -=� X xW71 Xx35. T>9 SF >< 9a fiti T�� ICY / TSF TSF\ LANDSCAPING AREA REQUIRED:
iX-- X -X LANDSCAPING AREA PROVIDED:
__ �15.31 �. --1' �,.4�
a3251 _ _- _ -x 41 2.J�3 _ -Zd J 5-_=3'�aL_ -. l x ,0 x _
_ - - R 14 22 25"W - 4§3-80' - 33 _.
---- - _ - - - -- VED
�� xis eo xi"fisi _ _ 35 -
J k 34
_ � �,E E
I = 36
32.74'
In _ CG-SETTINGS-
V SSMH TOP = 36.82' C\L CORPORATE DRIVE
INV. = 32.05' 60' R\W
TST #1 '4 II TST #2
Xu - -
w
SITE PLAN
5.72t ACRES
PD
2,400 SF
18,400 SF
20
20
34,128 SF
3,875 SF
3,040 SF
4,580 SF
X - - FEB 2 5 2002
>s.4, IST. 18' RC - - - - U I I 36.59
= 32.71
_-_- - N -36.89 DWQ PRO30 5W600d243 Moy_I ,utrtod I
D
NMENTAL
W LI rT,PCAROM o 2 t 2W2
MANAGEMENT COMMISSION
- � WINCH OF WATER QUALITY
50' TEMPORARY GRAVEL CONSTRUCTION ENTRANCE � 01b FR,(p Ql
Stormwater PermR No.
Sws 000lr A"W",
NOTE: NO WETLANDS EXIST ON SITE AS PER TITAN ATLANTIC
GROUP ENGINEERING PLAN 02-04-00
REVISIONS
)n{e Description By
NMH
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