CAROLINA MARINE TERMINAL - Wilmington, North...

Click here to load reader

  • date post

    04-Jun-2018
  • Category

    Documents

  • view

    219
  • download

    1

Embed Size (px)

Transcript of CAROLINA MARINE TERMINAL - Wilmington, North...

  • CA

    RO

    LIN

    A M

    AR

    IN

    E T

    ER

    MIN

    AL

    30

    57

    -0

    01

    7

    www.mckimcreed.com

    243 North Front Street

    Wilmington, North Carolina 28401

    Phone: (910)343-1048 , Fax: (910)251-8282

    PROJECT AERIAL

    SCALE: 1" = 200'

    TR

    C S

    UB

    MIT

    TA

    L - S

    EP

    T 1

    3, 2

    01

    7

    CAROLINA MARINE TERMINAL

    LOADOUT BUILDING ANNEX

    3330 RIVER ROAD

    WILMINGTON, NORTH CAROLINA

    TRC SUBMITTAL

    SEPTEMBER 13,2017

    NORTH

    NC LICENSE NO. F-1222

    OWNER / DEVELOPER:

    ALTAMAR, INC.

    3330 RIVER ROAD

    WILMINGTON, NC 28412

    OWNER'S DESIGNATED REPRESENTATIVE:

    MICHAEL MCCARLEY, PRESIDENT

    ALTAMAR, INC.

    [email protected]

    (910) 395-4777

    PROJECT ENGINEER / REPRESENTATIVE:

    ERIC SEIDEL, PE

    McKIM & CREED, INC.

    243 NORTH FRONT STREET

    WILMINGTON, NORTH CAROLINA 28401

    [email protected]

    (910) 343-1048

    PROJECT ADDRESS:

    3330 RIVER ROAD

    WILMINGTON, NC 28412

    TAX PARCEL IDENTIFICATION NUMBER:

    R06400-001-004-000

    PROPERTY ZONING:

    IND - INDUSTRIAL

    Know what's below.before you dig.Call

    R

    SHEET INDEX

    SHEET # DESCRIPTION

    G-0 COVER SHEET

    G-1 OVERALL SITE INVENTORY PLAN

    G-2 LOADOUT BUILDING ANNEX SITE PLAN

    C-1GRADING, DRAINAGE, & EROSION CONTROL PLAN

    C-2 EROSION CONTROL DETAILS

    REF. NCONE MAP AERIAL 2012

    NORTH

    SITE

    VICINITY MAP

    Not To Scale

    CAROLINA MARINE TERMINAL

    Name Date

    Planning

    Traffic

    Fire

    For each open utility cut of

    City streets, a $325 permit

    shall be required from the

    City prior to occupancy

    and/or project acceptance.

    Approved Construction Plan

    1 inch

    Date:____________ Permit #_______

    Signed: ________________________

    NORTH CAROLINAILMINGTONWCITY OF

    APPROVED STORMWATER MANAGEMENT PLAN

    Public Services Engineering Division

    PRELIMINARY - NOT FOR CONSTRUCTION

    CITY OF WILMINGTON STANDARD NOTES:

    1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING, CLEARING OR GRADING 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.

    3. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT

    CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING, OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.

    4. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS

    TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION

    METHODS.

    5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.

    6. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE

    SUBDIVISION IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICIAL

    STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE COST OF SUCH

    INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET

    NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.

    7. 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.

    8. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY APRON PANELS AND CURB & GUTTER SECTIONS SHALL BE REPLACED BY THE CONTRACTOR.

    9. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.

    10. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE SHALL APPLY WITH THE CFPUA IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A

    REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.

    11. CONTACT TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY.

    12. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS.

    13. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING REGARDING THE INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.

    PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.

    14. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN.

    15. TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING.

    16. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.

    17. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER.

    18. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.

    S:\3057\0017\80-D

    raw

    in

    gs\G

    -0 C

    over.d

    wg

    , 9/12/2017 12:33:28 P

    M

    AutoCAD SHX TextRIVER ROAD (NCSR 1100)

    AutoCAD SHX TextCAPE FEAR RIVER

    AutoCAD SHX TextSTATE PORTS MAIN ENTRANCE

    AutoCAD SHX TextBURNETT BLVD

    AutoCAD SHX TextSHIPYARD BLVD (NCSR 1101)

    AutoCAD SHX TextDARE ST.

    AutoCAD SHX TextWILLIAMSON

    AutoCAD SHX Text(US 421) CAROLINA BEACH ROAD

  • S-201

    STEEL PILE, TYP

    CLCL

    DO

    ME

    CO

    NVEYO

    R

    u

    CL

    CL

    DOME

    CONVEYOR

    u

    DESCRIPTIONS DATEREV.NO.

    REVISIONS

    SCALE

    HORIZONTAL:

    VERTICAL:

    M&C FILE NUMBER

    DRAWING NUMBER

    REVISION

    SEAL

    STATUS:

    DRAWN

    PROJ. MGR.

    DESIGNED

    CHECKED

    DATE:

    MCE PROJ. #

    SEAL

    www.mckimcreed.com

    License: F-1222

    CAROLINA MARINE TERMINAL

    LOADOUT BUILDING ANNEX (2017)

    Wilmington, NC

    3057-0017

    09/06/17

    PRELIMINARY NOT FOR CONSTRUCTION A

    EAS

    EAS

    RMC

    RMC

    243 North Front Street

    Phone: (910)343-1048 , Fax: (910)251-8282

    Wilmington, North Carolina 28401

    A

    Carolina Marine Terminal

    3330 River Road

    Wilmington, NC 28412

    P

    R

    E

    L

    I

    M

    I

    N

    A

    R

    Y

    N

    O

    T

    F

    O

    R

    C

    O

    N

    S

    T

    R

    U

    C

    T

    I

    O

    N

    OVERALL SITE INVENTORY PLAN

    CP101

    1"=60'

    NA

    G-1

    2 of 5

    SITE INVENTORY GENERAL INFORMATION

    NORTH

    SITE

    VICINITY MAP

    Not To Scale

    060' 60' 120'

    SCALE: 1"=60' (Horiz.)

    IMPERVIOUS AREA (EXISTING)

    BUILDINGS/STRUCTURES EXISTING89,926

    SF

    PAVEMENT AREAS79,135

    SF

    OTHER (GRAVEL, LAYDOWN AREAS, MISC.) 268,971SF

    TOTAL (EXISTING-CURRENT) 438,032SF

    PERCENTAGE (IMPERVIOUS AREA/TRACT AREA) =54.27 %

    IMPERVIOUS AREA (EXISTING/APPROVED DOMES #8- #10)

    BUILDINGS/STRUCTURES EXISTING61,247

    SF

    PAVEMENT AREAS24,712

    SF

    OTHER (GRAVEL, LAYDOWN AREAS, MISC.)13129 SF

    TOTAL (EXISTING/APPROVED DOMES #8 - #10) 99,088SF

    PERCENTAGE (IMPERVIOUS AREA/TRACT AREA) =12.28 %

    IMPERVIOUS AREA (LOADOUT BUILDING ANNEX)

    BUILDINGS/STRUCTURES PROPOSED 4000 SF

    TOTAL (LOADOUT BUILDING ANNEX)

    4000 SF

    TOTAL BUILDING LOT COVERAGE: 155,173 SF / 789,307 SF = 19.66%

    OVERALL IMPERVIOUS

    TOTAL IMPERVIOUS (FUTURE BUILD OUT) 541,120SF

    TOTAL IMPERVIOUS PERMITTED (SW8 050126) 609,840SF

    CONSERVATION RESOURCE IMPACTS

    TOTAL AREA OF CAMA AEC LINE70,912

    SF

    IMPERVIOUS IMPACT IN CAMA AEC LINE 2676 SF

    PERCENTAGE (IMPERVIOUS/AEC) (NCAC 07H.0209 (D))

    3.77 %

  • S-201

    STEEL PILE, TYP

    CLCL

    DO

    ME

    CO

    NVEYO

    R

    DESCRIPTIONS DATEREV.NO.

    REVISIONS

    SCALE

    HORIZONTAL:

    VERTICAL:

    M&C FILE NUMBER

    DRAWING NUMBER

    REVISION

    SEAL

    STATUS:

    DRAWN

    PROJ. MGR.

    DESIGNED

    CHECKED

    DATE:

    MCE PROJ. #

    SEAL

    www.mckimcreed.com

    License: F-1222

    CAROLINA MARINE TERMINAL

    LOADOUT BUILDING ANNEX (2017)

    Wilmington, NC

    3057-0017

    09/06/17

    PRELIMINARY NOT FOR CONSTRUCTION A

    EAS

    EAS

    RMC

    RMC

    243 North Front Street

    Phone: (910)343-1048 , Fax: (910)251-8282

    Wilmington, North Carolina 28401

    A

    Carolina Marine Terminal

    3330 River Road

    Wilmington, NC 28412

    P

    R

    E

    L

    I

    M

    I

    N

    A

    R

    Y

    N

    O

    T

    F

    O

    R

    C

    O

    N

    S

    T

    R

    U

    C

    T

    I

    O

    N

    LOADOUT BUILDING SITE PLAN

    CP102

    1"=20'

    NA

    G-2

    3 of 5

    NORTH

    SITE

    VICINITY MAP

    Not To Scale

    020' 20' 40'

    SCALE: 1"=20' (Horiz.)

    SITE INVENTORY GENERAL INFORMATION

    Name Date

    Planning

    Traffic

    Fire

    For each open utility cut of

    City streets, a $325 permit

    shall be required from the

    City prior to occupancy

    and/or project acceptance.

    Approved Construction Plan

    1 inch

    CONSERVATION RESOURCE IMPACTS

    TOTAL AREA OF CAMA AEC LINE70,912

    SF

    IMPERVIOUS IMPACT IN CAMA AEC LINE 2676 SF

    PERCENTAGE (IMPERVIOUS/AEC) (NCAC 07H.0209 (D))

    3.77 %

  • S-201

    STEEL PILE, TYP

    CLCL

    DO

    ME

    CO

    NVEYO

    R

    CL

    CL

    DOME

    CONVEYOR

    12' X 50' CONSTRUCTION

    ENTRANCE TO EXISTING

    ROADWAY IN PORT YARD.

    TEMPORARY INLET PROTECTION

    DANDY SACK OR APPROVED EQUAL OR

    HARDWARE CLOTH & GRAVEL

    INLET PROTECTION (TYP.)

    SEE DETAILS, CE501.

    TEMPORARY DIVERSION DITCH

    WITH LINING & WATTLES.

    TO BE CONVERTED TO

    PERMANENT GRASS SWALE

    SEE DETAILS.

    745 LF TEMP.

    SILT FENCE, TYP.

    745 LF TEMP.

    SILT FENCE, TYP.

    TEMPORARY ROCK PIPE

    INLET PROTECTION

    SEEDED/SOD POSITIVE

    DRAINAGE AWAY FROM DOMES.

    SEEDED/SOD POSITIVE

    DRAINAGE AWAY FROM DOMES.

    TEMPORARY DIVERSION V-DITCH

    WITH NO LINING & PERMANENT GRASS SWALE

    SEE DETAILS

    ALL IMPERVIOUS AREAS SHALL

    BE DIRECTED INTO THE SWALE, GRATE INLETS,

    OR DIRECTLY INTO THE WET POND FOR STORMWATER

    MANAGEMENT ON THIS TRACT.

    PERMANENT VEGETATION IS A STANDARD

    CITY OF WILMINGTON PERMIT CONDITION PRIOR TO USE.

    SEEDING AND OR SOD MUST BE ESTABLISHED

    WELL BEFORE THE CONSTRUCTION ENDS.

    DESCRIPTIONS DATEREV.NO.

    REVISIONS

    SCALE

    HORIZONTAL:

    VERTICAL:

    M&C FILE NUMBER

    DRAWING NUMBER

    REVISION

    SEAL

    STATUS:

    DRAWN

    PROJ. MGR.

    DESIGNED

    CHECKED

    DATE:

    MCE PROJ. #

    SEAL

    www.mckimcreed.com

    License: F-1222

    CAROLINA MARINE TERMINAL

    LOADOUT BUILDING ANNEX (2017)

    Wilmington, NC

    3057-0017

    09/06/17

    PRELIMINARY NOT FOR CONSTRUCTION A

    EAS

    EAS

    RMC

    RMC

    243 North Front Street

    Phone: (910)343-1048 , Fax: (910)251-8282

    Wilmington, North Carolina 28401

    A

    Carolina Marine Terminal

    3330 River Road

    Wilmington, NC 28412

    P

    R

    E

    L

    I

    M

    I

    N

    A

    R

    Y

    N

    O

    T

    F

    O

    R

    C

    O

    N

    S

    T

    R

    U

    C

    T

    I

    O

    N

    GRADING, DRAINAGE, &

    EROSION CONTROL PLAN

    CG101

    1"=30'

    NA

    C-1

    4 of 5

    030' 30' 60'

    SCALE: 1"=30' (Horiz.)

    T

    C

    GW

    IPF

    SD SD

    SS SS

    LEGEND

    LOD LOD

    SF

    W

    STAGE 1 & 2 CONSTRUCTION SEQUENCE

    1. ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.

    2. A PRECONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, ANDCONTRACTOR SHALL MEET AT THE NEW HANOVER COUNTY EROSION CONTROLINSPECTOR'S OFFICE.

    3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AS SHOWN. CONTRACTOR SHALLMAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IFDIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED.

    4. INSTALL SILT FENCING AS NOTED ON PLANS BEFORE COMMENCING ANY LAND DISTURBANCEACTIVITY.

    5. INSTALL INLET PROTECTION AS SHOWN ON PLANS.

    6. COMMENCE GRUBBING AND ROUGH GRADING WITHIN THE LIMITS OF CONSTRUCTION.

    7. COMMENCE NEW STORM PIPE INSTALLATION.

    8. COORDINATE DISCONNECTION OF EXISTING UTILITIES WITH THE PROPER AUTHORITIES.

    9. PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION.REFER TO SHEET CE501 FOR GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE.

    10. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL MEASURES AS REQUIRED ONTHE PLANS AND PERMIT.

    11. CONSTRUCT TANK PADS AND OTHER STRUCTURAL SUBGRADES AND FOUNDATIONS.

    12. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES AND CLEANAND REPAIR TEMPORARY SEDIMENT MEASURES TO MEET NEW HANOVER COUNTYAPPROVAL.

    13. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO REQUEST FINAL INSPECTIONFROM NEW HANOVER COUNTY EROSION CONTROL INSPECTOR TO ALLOW REMOVAL OF ALLTEMPORARY EROSION CONTROL DEVICES.

    14. INSTALL LANDSCAPING AND ESTABLISH FINAL GRADES.

    15. INSTALL PERMANENT SEEDING. REFER TO GROUND STABILIZATION CRITERIA TABLE FORAREAS THAT REQUIRE 7-DAY STABILIZATION. ALL OTHER AREAS NOT REQUIRING 7-DAYSTABILIZATION SHALL BE STABILIZED WITHIN 14-DAYS.

    16. REMOVE ALL SEDIMENT FROM ALL STORM DRAIN PIPES.

    17. SILT FENCE MUST REMAIN INSTALLED AND FUNCTIONING PROPERLY UNTIL THE LIMITS OFCONSTRUCTION HAVE BEEN PERMANENTLY STABILIZED.

    LIMITS OF DISTURBANCE =

    3.27 AC

    Name Date

    Planning

    Traffic

    Fire

    For each open utility cut of

    City streets, a $325 permit

    shall be required from the

    City prior to occupancy

    and/or project acceptance.

    Approved Construction Plan

    1 inch

    GROUND STABILIZATION CRITERIA

    SITE AREA DESCRIPTION

    STABILIZATION

    TIMEFRAME

    STABILIZATION

    TIMEFRAME EXCEPTIONS

    PERIMETER DIKES, SWALES,

    DITCHES AND SLOPES

    7 DAYS NONE

    HIGH QUALITY WATER ZONES 7 DAYS NONE

    SLOPES STEEPER THAN 3:1 7 DAYS

    IF SLOPES ARE 10 FT OR LESS IN

    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 FT IN LENGTH

    ALL OTHER AREAS WITH SLOPES

    FLATTER THAN 4:1

    14 DAYS

    NONE (EXCEPT FOR PERIMETERS

    AND HQW ZONES)

    NPDES PERMIT NCG 010000 PLAN NOTES:

    EROSION CONTROL NOTES

    Date:____________ Permit #_______

    Signed: ________________________

    NORTH CAROLINAILMINGTONWCITY OF

    APPROVED STORMWATER MANAGEMENT PLAN

    Public Services Engineering Division

    S:\3057\0017\80-D

    raw

    in

    gs\C

    -1 G

    rad

    -D

    rain

    -ESC

    P

    lan

    .d

    wg

    , 9/7/2017 2:46:31 P

    M

    AutoCAD SHX TextFENCE

    AutoCAD SHX TextDIRECTION OF

    AutoCAD SHX TextAPPROXIMATE

    AutoCAD SHX TextCMF

    AutoCAD SHX TextFENCE

    AutoCAD SHX TextDIRECTION OF

    AutoCAD SHX TextAPPROXIMATE

    AutoCAD SHX TextTOP OF BANK

    AutoCAD SHX TextCMF

    AutoCAD SHX TextKOCH REFINING CO. 3334 RIVER RD. GPIN R06400-001-003-001 ZONING HM / USE (OIL REFINING)

    AutoCAD SHX Text30"RCP

    AutoCAD SHX Text17"x13"RCP

    AutoCAD SHX TextVEGETATION LINE

    AutoCAD SHX TextMETAL DECK

    AutoCAD SHX TextZONE 'AE' EL. 9.0

    AutoCAD SHX TextZONE 'X'

    AutoCAD SHX TextZONE 'AE' EL. 9.0

    AutoCAD SHX TextCONVEYOR 4A

    AutoCAD SHX TextCONVEYOR 4B

    AutoCAD SHX TextCONVEYOR 5B

    AutoCAD SHX TextCONVEYOR 6B

    AutoCAD SHX TextCONVEYOR 6A

    AutoCAD SHX TextCONVEYOR 4A

    AutoCAD SHX TextCONVEYOR 4A

    AutoCAD SHX TextCONVEYOR 4B

    AutoCAD SHX Text24" FES/HW INV=6.80

    AutoCAD SHX Text144 LF 24" @ 0.28%

    AutoCAD SHX TextGRASS SWALE @ 0.30%

    AutoCAD SHX Text124 LF 24" @ 1.05%

    AutoCAD SHX TextINV=7.1

    AutoCAD SHX TextEXIST. DOME #8 142' DIA DOME PAD FF=11.00 (PHASE 1)

    AutoCAD SHX TextEXIST. DOME #8 TOTER BLDG FF=11.00

    AutoCAD SHX TextDOME #9 142' DIA DOME PAD FF=11.00 (PHASE 2)

    AutoCAD SHX TextDOME #10 142' DIA DOME PAD FF=11.00 (PHASE 3)

    AutoCAD SHX TextINV=7.2

    AutoCAD SHX TextINV=7.5

    AutoCAD SHX TextINV=8.0

    AutoCAD SHX TextGRASS SWALE @ 0.30%

    AutoCAD SHX TextRAISE DROP INLET RIM=8.90 INV=5.50

    AutoCAD SHX TextEXIST. DROP INLET EX. RIM=8.19 EX. INV=5.10 NEW INV=5.10

    AutoCAD SHX TextINV=9.80

    AutoCAD SHX TextINV=9.70

    AutoCAD SHX TextTOB=9.5

    AutoCAD SHX TextTOB=9.2

    AutoCAD SHX TextTOB=8.80

    AutoCAD SHX Text(2) 8" DIA.

    AutoCAD SHX TextCULVERTS

    AutoCAD SHX TextEP=10.50

    AutoCAD SHX TextCL=10.70

    AutoCAD SHX TextEP=11.1

    AutoCAD SHX TextTRUCK LANE CANOPY

    AutoCAD SHX TextEX. EP=10.90

    AutoCAD SHX TextEOB=10.90

    AutoCAD SHX TextINV=9.30

    AutoCAD SHX TextINV=8.80

    AutoCAD SHX TextINV=8.90

    AutoCAD SHX Text12" DIA. CULVERT

    AutoCAD SHX TextV-SHAPE GRASS SWALE @ 0.31%

    AutoCAD SHX TextRRA-1

    AutoCAD SHX TextEP=10.60

    AutoCAD SHX TextINV=9.10

    AutoCAD SHX TextINV=9.90

    AutoCAD SHX TextINV=9.70

    AutoCAD SHX Text5:1 TOB LINE

    AutoCAD SHX Text3:1 TOB LINE

    AutoCAD SHX Text3:1 TOB LINE

    AutoCAD SHX Text10

    AutoCAD SHX Text30"RCP

    AutoCAD SHX Text17"x13"RCP

    AutoCAD SHX TextVEGATATION LINE

    AutoCAD SHX TextEOB=10.0

    AutoCAD SHX TextHOPPER

    AutoCAD SHX TextHOPPER

    AutoCAD SHX TextDOME #9 TOTER BLDG FF=11.00 (PH 2)

    AutoCAD SHX TextDOME #10 TOTER BLDG FF=11.00 (PH 3)

    AutoCAD SHX Text14" CONCRETE BEAMS (ACTS AS WATER STOP)

    AutoCAD SHX Text50LF 14" CONCRETE BEAM(S) (ACTS AS LEVEL SPREADER)

    AutoCAD SHX Text40LF 14" CONCRETE BEAMS (ACTS AS WATER STOP)

    AutoCAD SHX TextTOP=9.0

    AutoCAD SHX TextTC=9.70

    AutoCAD SHX TextTC=9.90

    AutoCAD SHX TextHOPPER

    AutoCAD SHX TextPROPOSED LOAD-OUT BUILDING ANNEX 1-STORY; 4,000 SF FFE: 11.00

    AutoCAD SHX Text* SEE DRAWINGS BY DOME CORP. OF NORTH AMERICA FOR ELEVATIONS AND STRUCTURAL INFOMRATION

    AutoCAD SHX TextTIE TO EX. LOAD OUT BLDG.

    AutoCAD SHX Text16' ROLL-UP DOOR OPENING

    AutoCAD SHX TextTOB=10.0

    http://www.mckimcreed.comAutoCAD SHX TextNC GRID NORTH (NAD 83)

    AutoCAD SHX TextD

    AutoCAD SHX TextT

    AutoCAD SHX TextWELL

    AutoCAD SHX TextFIRE HYDRANT

    AutoCAD SHX TextWATER VALVE

    AutoCAD SHX TextGRATED INLET

    AutoCAD SHX TextYARD INLET

    AutoCAD SHX TextSTORM DRAIN MANHOLE

    AutoCAD SHX TextSANITARY SEWER MANHOLE

    AutoCAD SHX TextPOWER POLE

    AutoCAD SHX TextGUY WIRE

    AutoCAD SHX TextCABLE PEDESTAL

    AutoCAD SHX TextTELEPHONE PEDESTAL

    AutoCAD SHX TextTELEPHONE MANHOLE

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX TextASPHALT PAVEMENT

    AutoCAD SHX TextW

    AutoCAD SHX TextREBAR & CAP

    AutoCAD SHX TextIRON PIPE FOUND

    AutoCAD SHX TextINVERT

    AutoCAD SHX TextELEVATION

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX TextRBC

    AutoCAD SHX TextINV.

    AutoCAD SHX TextEL.

    AutoCAD SHX Text=

    AutoCAD SHX TextLIMITS OF DISTURBANCE LINE

    AutoCAD SHX Text=

    AutoCAD SHX TextSILT FENCE LINE

    AutoCAD SHX Text=

    AutoCAD SHX TextUNDERGROUND STORM LINE

    AutoCAD SHX Text=

    AutoCAD SHX TextUNDERGROUND SANITARY LINE

    AutoCAD SHX TextGAS VALVE

    AutoCAD SHX Text=

    AutoCAD SHX Text=

    AutoCAD SHX TextTEMPORARY INLET PROTECTION

    AutoCAD SHX Text=

    AutoCAD SHX TextUNDERGROUND WATER LINE

    AutoCAD SHX TextWATER METER

    AutoCAD SHX Text=

    AutoCAD SHX TextWM

    AutoCAD SHX Text=

    AutoCAD SHX TextTEMP. ROCK PIPE INLET PROTECTION

    AutoCAD SHX TextEDGE OF BUILDING AT NATURAL GRADE

    AutoCAD SHX Text=

    AutoCAD SHX TextEOB

    AutoCAD SHX TextCENTERLINE

    AutoCAD SHX Text=

    AutoCAD SHX TextCL

    AutoCAD SHX TextEDGE OF PAVEMENT

    AutoCAD SHX Text=

    AutoCAD SHX TextEP

    AutoCAD SHX TextTOP OF BANK

    AutoCAD SHX Text=

    AutoCAD SHX TextTOB

    AutoCAD SHX Text1.ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE PLANS SHALL CONFORM ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE PLANS SHALL CONFORM TO GROUND STABLIZIATION REQUIREMENTS OF SECTION II.B.2 GROUND STABILIZATION. 2.ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE SEDIMENT BASINS SHALL CONFORM ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE SEDIMENT BASINS SHALL CONFORM TO SURFACE WITHDRAWAL REQUIREMENTS OF SECTION II.B.4 SEDIMENT BASINS.

    AutoCAD SHX Text1.CLEAR AND REMOVE FROM SITE ALL TREES, SHRUBS, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN CLEAR AND REMOVE FROM SITE ALL TREES, SHRUBS, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. DO NOT DISTURB INSIDE TREE PROTECTION FENCING. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION CONDITIONS ANY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. 3.CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE ENGINEER OR NEW HANOVER COUNTY INSPECTOR, IF REQUIRED. THE ENGINEER OR NEW HANOVER COUNTY INSPECTOR, IF REQUIRED. IF REQUIRED. 4.PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO TOOLS, STOCKPILES, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 5.IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT. 6.CONTACT PERSON SHOULD ISSUES ARISE DURING EROSION AND SEDIMENT CONTROL OPERATION: CONTACT PERSON SHOULD ISSUES ARISE DURING EROSION AND SEDIMENT CONTROL OPERATION: ANDY TOMLIN @ 910-395-4777

  • DESCRIPTIONS DATEREV.NO.

    REVISIONS

    SCALE

    HORIZONTAL:

    VERTICAL:

    M&C FILE NUMBER

    DRAWING NUMBER

    REVISION

    SEAL

    STATUS:

    DRAWN

    PROJ. MGR.

    DESIGNED

    CHECKED

    DATE:

    MCE PROJ. #

    SEAL

    www.mckimcreed.com

    License: F-1222

    CAROLINA MARINE TERMINAL

    LOADOUT BUILDING ANNEX (2017)

    Wilmington, NC

    3057-0017

    09/06/17

    PRELIMINARY NOT FOR CONSTRUCTION A

    EAS

    EAS

    RMC

    RMC

    243 North Front Street

    Phone: (910)343-1048 , Fax: (910)251-8282

    Wilmington, North Carolina 28401

    A

    Carolina Marine Terminal

    3330 River Road

    Wilmington, NC 28412

    P

    R

    E

    L

    I

    M

    I

    N

    A

    R

    Y

    N

    O

    T

    F

    O

    R

    C

    O

    N

    S

    T

    R

    U

    C

    T

    I

    O

    N

    EROSION CONTROL DETAILS

    CE501

    NA

    NA

    C-2

    5 of 5

    TEMPORARY SEEDING

    GRASS TYPE

    AMOUNT/

    1000 S.F.

    TIME OF

    SEEDING

    INITIAL

    RYE GRAIN 1-2 LBS. APRIL - JUNE 25 LBS. 10-10-10

    BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10

    PERMANENT SEEDING

    GRASS TYPE

    AMOUNT/

    1000 S.F.

    TIME OF

    SEEDING

    INITIAL

    BERMUDA,

    COMMON

    1-2 LBS. APRIL - JUNE 25 LBS. 10-10-10

    FESCUE, TALL

    (KENTUCKY 31)

    5-7 LBS

    JUNE - AUGUST

    FEB. - OCT.

    25 LBS 10-10-10

    SERICEA

    LESPEDEZA

    (SLOPES)

    1-2 LBS MARCH - APRIL 25 LBS 10-10-10

    VEGETATION PLAN SPECIFICATIONS

    TEMPORARY INLET PROTECTION

    NOT TO SCALE

    NCDENR PRACTICE STD. 6.51

    TEMPORARY SILT FENCE

    NOT TO SCALE

    NCDENR PRACTICE STD. 6.62

    50' MIN.

    5

    0

    '

    M

    I

    N

    .

    2

    0

    '

    M

    I

    N

    .

    TEMPORARY CONSTRUCTION ENTRANCE

    NOT TO SCALE

    NCDENR PRACTICE STD. 6.06

    TEMPORARY ROCK PIPE INLET PROTECTION

    NOT TO SCALE

    NCDENR PRACTICE STD. 6.55

    EROSION CONTROL MAINTENANCE

    TEMPORARY WATTLE (CHECK DAM)

    NOT TO SCALE

    NCDOT PRACTICE

    JUTE LINER & PERMANENT SEED/SOD

    TEMPORARY DIVERISON DITCH

    NOT TO SCALE

    NCDENR PRACTICE STD. 6.22

    5

    1

    3

    1

    1 FT

    20" MIN.

    PERMANENT GRASS SWALE

    NOT TO SCALE

    SIT

    E D

    R

    AIN

    AG

    E -->

    OFFSITE

    Name Date

    Planning

    Traffic

    Fire

    For each open utility cut of

    City streets, a $325 permit

    shall be required from the

    City prior to occupancy

    and/or project acceptance.

    Approved Construction Plan

    1 inch

    CITY OF WILMINGTON TREE PROTECTION FENCING

    NOT TO SCALE

    CITY OF WIL STD. 15-09

    NOTE:

    THE CRITICAL ROOT ZONE (CRZ) OF A TREE

    IS WHERE THE MAJORITY OF A TREE'S

    ROOTS LAY. 85% OF MOST TREE ROOTS ARE

    FOUND IN THE TOP 24" OF THE SOIL AND

    SUPPLY THE MAJORITY OF NUTRIENTS AND

    WATER. GENERALLY, ROOTS SPREAD OUT

    2-3X THE HEIGHT OF THE TREE.

    ORANGE SAFETY FENCE

    OR ORANGE SILT FENCE

    (TYPICAL)

    CRZ

    3' MIN

    DBH

    8' MAX

    Date:____________ Permit #_______

    Signed: ________________________

    NORTH CAROLINAILMINGTONWCITY OF

    APPROVED STORMWATER MANAGEMENT PLAN

    Public Services Engineering Division

    S:\3057\0017\80-D

    raw

    in

    gs\C

    -2 ESC

    D

    ETA

    ILS.d

    wg

    , 9/12/2017 12:35:15 P

    M

    http://www.mckimcreed.comAutoCAD SHX Text1.ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED OR RIPPED TO A MIN. DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. 2.LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING OR LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING OR SOD. FOLLOW SOIL TESTS OR AS FOLLOWS: AGRICULTURAL LIMESTONE - 2 TONS/ACRE FERTILIZER - 1000 LBS/ACRE (10-10-10) SUPERPHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE 3.FOR OPEN AREAS, USE STRAW MULCH AS A MINIMUM FOR STABILIZATION IF THE AREAS FOR OPEN AREAS, USE STRAW MULCH AS A MINIMUM FOR STABILIZATION IF THE AREAS STRAW MULCH AS A MINIMUM FOR STABILIZATION IF THE AREAS FOR STABILIZATION IF THE AREAS CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MULCHING PRACTICES ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING. 4.FOR DITCHES AND SLOPES, USE EXCELSIOR MATTING AS A MINIMUM FOR STABILIZATION IF FOR DITCHES AND SLOPES, USE EXCELSIOR MATTING AS A MINIMUM FOR STABILIZATION IF EXCELSIOR MATTING AS A MINIMUM FOR STABILIZATION IF AS A MINIMUM FOR STABILIZATION IF FOR STABILIZATION IF THE AREAS CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MATTING PRACTICES ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING. 5.CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION GROWTH. REFER TO THE EROSION CONTROL MANUAL FOR A LIST OF STABILIZERS AND FOLLOW MANUFACTURER'S SPECIFICATIONS. 6.THE FOLLOWING TABLES ARE REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6.10 THE FOLLOWING TABLES ARE REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6.10 AND 6.11, AND THE STABILIZATION TABLE IS REFERENCED FROM NPDES NCG 010000.

    AutoCAD SHX TextNOTES: 1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED. 3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE INSTALLED TO PREVENT OFF-SITE SEDIMENT-RUNOFF.

    AutoCAD SHX TextSTEEL POSTS 2 FT IN GROUND.

    AutoCAD SHX Text19-GAUGE & 0.25" MESH OPENING HARDWARE CLOTH EXTENDS MIN. 2 FT ABOVE GROUND.

    AutoCAD SHX TextNCDOT #5 OR #57 WASHED STONE PLACED TO A HEIGHT OF 16" MINIMUM ABOVE TOP OF BOX @ 2:1 SLOPE.

    AutoCAD SHX TextMAX. 4-FT

    AutoCAD SHX TextBOTTOM STRAND MIN. #14 GAUGE

    AutoCAD SHX TextTOP STRAND MIN. #14 GAUGE

    AutoCAD SHX TextSTEEL POST

    AutoCAD SHX TextFILL SLOPE

    AutoCAD SHX TextSTAY AND LINE WIRES MIN. #14 GAUGE

    AutoCAD SHX Text4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP

    AutoCAD SHX TextNOTES: 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.

    AutoCAD SHX TextPUBLIC ROAD

    AutoCAD SHX Text6" DIVERSION TO DIRECT RUNOFF FROM R/W

    AutoCAD SHX TextSECTION VIEW

    AutoCAD SHX TextPLAN VIEW

    AutoCAD SHX Text2-3" COARSE AGGREGATE 6" THICKNESS

    AutoCAD SHX Text12" MIN. THICK OF NCDOT #5 OR #57 WASHED STONE

    AutoCAD SHX TextNCDOT CLASS B EROSION CONTROL STONE (d50=8")

    AutoCAD SHX Text1.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION 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/EXITS THAT WILL BE PERIODICALLY ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES/EXITS THAT WILL BE PERIODICALLY TOP-DRESSED WITH 2-3" COARSE STONE TO MAINTAIN 6" THICKNESS. ENTRANCES/EXITS WILL BE 2-3" COARSE STONE TO MAINTAIN 6" THICKNESS. ENTRANCES/EXITS 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/EXIT OR PUBLIC ROADWAYS. (NCDENR PRACTICE 6.06) 3.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF-FILLED. THE 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. (NCDENR PRACTICE 6.62) 4.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTIONS WHEN THE SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTIONS WHEN THE SEDIMENT REACHES HALF OF THE DEPTH TO THE TOP OF THE ROCK. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT CONTROL MEASURE NO LONGER DRAINS AS INTENDED. REMOVE DEBRIS FROM THE ROCK AS NECESSARY TO ALLOW FOR PROPER DRAINAGE. (NCDENR PRACTICES 6.51) 5.ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY AND MULCHED ACCORDING TO ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SHORT, FLAT SLOPES (FLATTER THAN 3:1 AND LESS THAN 50') LEFT EXPOSED WILL, WITHIN 14 CALENDAR WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVISES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ALL OTHER AREAS SHOULD BE STABILIZED WITHIN 7 DAYS AFTER ANY PHASE OF ACTIVITY. 7 DAYS AFTER ANY PHASE OF ACTIVITY. AFTER ANY PHASE OF ACTIVITY. 6.INSPECT DIVERSION DITCHES AND MAKE REPAIRS IF NECESSARY. REMOVE SEDIMENT ACCUMULATION DURING INSPECT DIVERSION DITCHES AND MAKE REPAIRS IF NECESSARY. REMOVE SEDIMENT ACCUMULATION DURING CONSTRUCTION. IF ROLLED EROSION CONTROL BLANKETS OR OTHER LININGS ARE SPECIFIED FOR THE DIVERSION DITCHES AND SWALES, MAINTAIN LINING FOR TEMPORARY MEASURES. INSPECT WATTLES AND INSPECT WATTLES AND REMOVE SEDIMENT ACCUMULATION OR DEBRIS BEHIND WATTLES. REGRADE DITCHES IF WATER WASHES OUT AROUND WATTLES AND REPLACE WATTLES AS NECESSARY (NCDENR PRACTICES 6.17, 6.20, 6.21, AND (NCDENR PRACTICES 6.17, 6.20, 6.21, AND 6.30). 7.INSPECT CHECK DAMS AND MAINTAIN DESIGN DIMENSIONS AS NECESSARY. REMOVE SEDIMENT INSPECT CHECK DAMS AND MAINTAIN DESIGN DIMENSIONS AS NECESSARY. REMOVE SEDIMENT ACCUMULATION OR DEBRIS BEHIND CHECK DAMS AND REGRADE DITCHES IF WATER WASHES OUT AROUND CHECK DAMS. REPLACE SEDIMENT CLOGGED FILTER GRAVEL ON CHECK DAMS AND ROCK INLET PROTECTIONS. MAINTAIN DESIGN DIMENSIONS FOR ROCK INLET PIPE PROTECTION AND OUTLET PROTECTIONS. (NC PRACTICES 6.87, 6.55, AND 6.41)

    AutoCAD SHX TextNOTES: 1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE. 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE. 3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.

    AutoCAD SHX Text2' UPSLOPE & DOWNSLOPE STAKES, TYP.

    AutoCAD SHX TextSECURE WATTLE WITH UPSLOPE AND DOWNSLOPE STAKES AND STAPLES.

    AutoCAD SHX TextMIN. 10 LF EXCELSIOR MATTING 2' MIN. ON UPSLOPE AND 8' MIN. ON DOWNSLOPE

    AutoCAD SHX TextNATURAL GROUND

    AutoCAD SHX TextNOTES: 1.TEMP. DIVERSION DITCHES SHALL BE CONVERTED INTO TEMP. DIVERSION DITCHES SHALL BE CONVERTED INTO PERMANENT CONVEYANCE SWALES THEREFORE LOCATE AS INDICATED THE FIRST TIME. 2.LINING SHALL BE JUTE OR BIODEGRADABLE MATTING AND LINING SHALL BE JUTE OR BIODEGRADABLE MATTING AND INSTALLED ACCORDING TO NCDENR STD. EROSION CONTROL PRACTICES.

    AutoCAD SHX TextFINISH GRADE

    AutoCAD SHX TextNOTES: 1.BOTTOM WIDTH MAY BE 0-FT; THEREFORE NOTED AS A BOTTOM WIDTH MAY BE 0-FT; THEREFORE NOTED AS A V-DITCH.

    AutoCAD SHX TextNOTES: 1.PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 2.CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). 3.IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN THIS ZONE. 4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY. 5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARKUNDER TREES. NO MATERIALS OR UNDER TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 3 YRS FOR TREE MITIGATION.

    AutoCAD SHX TextNOTE: CROWN OF THE TREE IS NEEDED FOR LEAF GROWTH TO PRODUCE OXYGEN, FILTER THE AIR, REDUCE WIND AND SOFTEN NOISE. DO NOT DISFIGURE CROWN WITH INTENSIVE PRUNING.

    AutoCAD SHX TextSTEEL POST

    AutoCAD SHX Text%%uFRONT VIEW%%U

    AutoCAD SHX Text%%USIDE VIEW

    AutoCAD SHX Text2'-0"

    AutoCAD SHX Text3'-0"

    AutoCAD SHX Text26"

    AutoCAD SHX Text40"

    AutoCAD SHX TextWARNING SIGN DETAIL

    AutoCAD SHX Text18"

    AutoCAD SHX TextVARIABLE AS DIRECTED BY THE ENGINEER

    AutoCAD SHX Text8' MAX.

    AutoCAD SHX TextGRADE

    AutoCAD SHX TextTREE PROTECTION AREA

    AutoCAD SHX TextDO NOT ENTER

    AutoCAD SHX TextORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL)

    AutoCAD SHX TextORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL)

    AutoCAD SHX TextWARNING SIGN

    AutoCAD SHX TextPLASTIC OR WIRE TIES

    AutoCAD SHX TextNOTES: 1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. 2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA. 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. 5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD CONDITIONS.

    AutoCAD SHX TextWARNING SIGN

    AutoCAD SHX TextZONA PROTECTORA PARA

    AutoCAD SHX TextLOS ARBOLES

    AutoCAD SHX TextPROHIBIDO ENTRAR

    AutoCAD SHX TextTREE PROTECTION AREA

    AutoCAD SHX TextDO NOT ENTER

    AutoCAD SHX TextZONA PROTECTORA PARA

    AutoCAD SHX TextLOS ARBOLES

    AutoCAD SHX TextPROHIBIDO ENTRAR

    G001Sheets and ViewsCOVER (TRC)

    G-1 Overall Site Inv Plan-G-1Sheets and ViewsG-1

    G-2 Annex Bldg Site Inv Plan-G-2Sheets and ViewsG-2

    C-1 Grad-Drain-ESC Plan-C-1Sheets and ViewsC-1

    C-2 ESC DETAILS-CE501.pdfSheets and ViewsCE501