20061804 Ver 36_Plan Set_20201231

FLOWERSPLANTATIONPUDZONING:COUNTY:LOCATION:JOHNSTONN/AMAXBUILDINGHEIGHT:PIN:169900-62-4214DB/PG:01789/0784ACREAGE:47.05AC.FLOWERSPLANTATIONSETBACKS:5'SIDEYARDFRONTYARD20'(WITHSIDEWALK)GeneralNotes1.TOPOGRAPHICALDATAPERFORMEDBYTRUELINESURVEYING.2.THECONTRACTORSHALLNOTIFYANDCOOPERATEWITHALLUTILITYCOMPANIESOFFIRMSHAVINGFACILITIESONORADJACENTTOTHESITEBEFOREDISTURBING,ALTERING,REMOVING,RELOCATING,ADJUSTINGORCONNECTINGTOSAIDFACILITIES.THEOWNERSHALLPAYALLCOSTSINCONNECTIONWITHALTERATIONOFORRELOCATIONOFANYEXISTINGFACILITIES.3.ALLEXCAVATIONISUNCLASSIFIEDANDSHALLINCLUDEALLMATERIALSENCOUNTERED.4.ALLSTRUCTURALFILLMATERIALSHALLBEFREEOFALLSTICKS,ROCKS,ANDCLUMPSOFMUD.5.UNUSABLEEXCAVATEDMATERIALSANDALLWASTERESULTINGFROMCLEARINGANDGRUBBINGSHALLBEDISPOSEDOFOFF-SITEBYTHECONTRACTORINANAPPROVEDSOLIDWASTELANDFILL.6.THEPROPOSEDBUILDINGWILLBESPRINKLED.USCAPPROVEDRPZBACKFLOWPREVENTERTOBELOCATEDINRISERROOM,INSIDEBLDG.7.THEREISEXISTINGUNDERGROUNDWATER,SEWER,ELECTRICAL,ORFIBEROPTICON-SITEORWITHINCLOSEPROXIMITY.CONTRACTORSSHALLCALL81148HOURSPRIORTODIGGING.CONTRACTORSSHALLDIGWITHEXTREMECAUTION.8.CONCRETESUBSHALLBERESPONSIBLEFORALLSCOREJOINTSANDEXPANSIONJOINTS.CONTRACTORTOSUBMITPROPOSEDSCOREJOINTPLANTOTHEENGINEERPRIORTOPOURING.9.CONTRACTORTOFURNISHALLPAVEMENTMARKINGSASSHOWN.10.LOCATIONOFUNDERGROUNDUTILITIESAREAPPROXIMATEANDMUSTBEFIE[e-mail]LOCATEDTHEUTILITIESTHATAREABOVEGROUNDATTHETIMEOFFIELDSURVEY.UNDERGROUNDLINESSHOWNHEREONAREAPPROXIMATEORASREPORTEDBYVARIOUSRESPONSIBLEPARTIES.THESURVEYORDOESNOTGUARANTEETHATANYUNDERGROUNDSTRUCTURESSUCHASUTILITIES,TANKSANDPIPESARELOCATEDHEREON.11.ALLPIPELENGTHSAREHORIZONTALDISTANCESANDAREAPPROXIMATE.12.ALLWORKSHALLCOMPLYWITHALLAPPLICABLECODES,REGULATIONS,AND/ORLOCALSTANDARDSIMPOSEDBYLOCALUTILITY,NCDOT,JOHNSTONCOUNTY,ANDFLOWERSPLANTATION.13.ALLCONSTRUCTIONANDMATERIALSSHALLMEETJOHNSTONCOUNTY,AQUA,ANDNCDOTSPECIFICATIONSANDSTANDARDS,LATESTEDITION.ALLWORKWITHINNCDOTRIGHT-OF-WAYSHALLMEETTHESPECIFICATIONSANDSTANDARDSOFNCDOT.14.ALLCONCRETEPIPEISTOBEASTMC-76,CLASSIIIWITHRAM-NEK,UNLESSOTHERWISENOTED.15.THISPROPERTYISNOTLOCATEDINAFLOODHAZARDZONE.16.WETLANDSANDPONDSARESHOWN.17.THECONTRACTORSHALLBERESPONSIBLEFORALLWORKZONETRAFFICCONTROLINORADJACENTTONCDOTRIGHT-OF-WAY.ALLSIGNS,PAVEMENTMARKINGSANDOTHERTRAFFICCONTROLDEVICESSHALLCONFORMTOTHEMANUALONUNIFORMTRAFFICCONTROLDEVICES(MUTCD),LATESTEDITION.18.PRIORTOPLACINGCABCSTONEBASE,THECONTRACTORSHOULDNOTIFYTHEPROJECTENGINEERTOINSPECTANDPROOFROLLTHESUBGRADE.ANYSTONEPLACEDWITHOUTPRIORAPPROVALWILLBETHESOLERESPONSIBILITYOFTHECONTRACTOR.19.DESIGN/FIELDCONDITIONSQUITEEASILYMAYVARYFROMTHATREPRESENTEDINTHEINITIALSOILSREPORTAND/ORTOPOGRAPHICALREPORT.ISOLATEDAREASMAYSHOWUPWEAKANDADVERSESOILSORGROUNDWATERCONDITIONSMAYBEDISCOVEREDTHATWERENOTREVEALEDDURINGTHEINITIALSOILSINVESTIGATION.THEREFORE,THEOWNER/CLIENTISTOBEAWARETHATSTOCKSENGINEERINGWILLNOTANDCANNOTBEHELDRESPONSIBLEFORANYFAILURESTOEITHERASTREETORPARKINGLOTPAVEMENTDESIGNUNLESSWECANBEFULLYANDTOTALLYINVOLVEDINTHECONSTRUCTIONPROCESSWHICHMAYINCLUDE,BUTMAYNOTNECESSARILYBELIMITEDTO,TESTINGSUBGRADEANDBASEDENSITY,ENGAGINGTHEDESIGNENGINEERFORTHEEVALUATIONOFTHESUBGRADEANDFORTHEOBSERVATIONOFPROOFROLLINGSUBGRADEANDBASEATVARIOUSSTEPSOFCONSTRUCTION,OPPORTUNITYFORTHEDESIGNENGINEERTOCALLINASOILSENGINEERFORCONSULTATIONANDADVICE,ETC.-STEPSWHICHTAKENALTOGETHERWITHTHEINITIALDESIGNSHOWNONTHEPLANS,CONSTITUTETHECOMPLETEDESIGNOFTHEROAD,STREETOFPARKINGAREA(PRIVATEORPUBLIC).THEDESIGNENGINEERMUSTBEGIVENTHEFULLLATITUDEANDOPPORTUNITYTOCOMPLETETHEDESIGNBYFULLYPARTICIPATINGINTHECONSTRUCTIONPROCESS.PLANDESIGNISASMALLPORTIONOFTHEDESIGNANDCANNOTBESEPARATEDFROMTHECONSTRUCTIONPROCESSIFTHEOWNER'S/CLIENT'SDESIREISTOHAVETHEDESIGNENGINEERSTANDBEHINDTHECOMPLETEDDESIGNEDPROJECT.20.ALLUTILITYSERVICES,(POWER,TELEPHONE,CABLE,ETC.)AREPROPOSEDTOBEUNDERGROUND.DONOTSOD,SEEDORMULCHDISTURBEDAREASUNTILALLUNDERGROUNDUTILITIESHAVEBEENINSTALLED.21.SITELIGHTINGISPRIVATELYOWNED.22.PROPERTYISTOBESERVEDBYAQUA(WATER&SEWER).23.THEBUILDINGSETBACKLINESSHOWNONTHISPLATAREFORTHEENGINEER'SUSEINESTABLISHINGMINIMUMLOTFRONTAGESATTHESETBACKLINEANDFORRESERVINGSUFFICIENTBUILDINGAREA.BUILDINGCONTRACTORSARETOVERIFYLOTLINESETBACKSBEFORESETTINGFORMSORDIGGINGFOOTINGS.THEREARENOAGENCYIMPOSEDSETBACKLINESATFLOWERS.24.REGULATORYSIGNS,STOPSSIGNSANDADASIGNSSHALLBEMANUFACTUREDFROMHIGHINTENSITYREFLECTIVEMATERIALS.FLOWERSPLANTATIONHASSTANDARDBLACKPOSTSANDSIGNS.CONTACTFLOWERSPLANTATIONFORDETAILS.25.ALLEXCESSTOPSOILANDUNCLASSIFIEDEXCAVATIONISTOBEHAULEDOFF-SITE,UNLESSOTHERWISEDIRECTEDBYTHEOWNER.26.ALLSITECONSTRUCTIONMUSTBEINSPECTEDBYTHEPROJECTENGINEERATTHEFOLLOWINGSTAGES:A.COMPLETIONOFGRADINGSUBGRADEPRIORTOPLACINGSTONEBASE.B.COMPLETIONOFSTONEPLACEMENTPRIORTOPAVING.C.FINALINSPECTIONWHENALLWORKISCOMPLETE.27.THESURVEYORDIDNOTVISIBLYSEEANYCEMETERIESINANYOPENAREASUNLESSOTHERWISENOTED.28.THISPROPERTYDOESNOTDEPICTENCUMBRANCESTHATAREFOUNDDURINGATHOROUGHTITLESEARCH.29.ALLHVACUNITSFORTHEPROPOSEDBUILDINGWILLBESCREENEDFROMPUBLICRIGHTOFWAY.30.ALLCURBANDGUTTERTOBE24"STANDARDCURBANDGUTTER.ALLCURBANDGUTTERWITHINNCDOTORR/WSHALLBE30"STAND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EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for the construction of WHITLEY CORNER SUBDIVISION.
The project Is owned by DAN RYAN BUILDERS. The site is currently forest and farm field.
Approximately 42 acres will be disturbed during construction. The maximum fill will be 6-8 feet.
The pproject is scheduled to begin construction in Early 2021 with project completion and final
stabiliza-tion by Summer 2021. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, skimmer basin, temporary diversions, NCDOT weirs,
silt fence, with temporary and permanent seeding.
ADJACENT PROPERTY
The adjacent property is agricultural.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the Dept. of Environmental Management Land Quality Section and Town of
Shorpsburg. The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Vegetative Practices (Ground Stabilization)
Site Area Description:
Stabilization Time Frame:
Stabilization Time Frame Exceptions:
Perimeter dikes, swales,
ditches & slopes.
7 Days
None
High Quality Water (HQW)
Zones.
7 Days
None
Slope steeper than 3:1
7 Days
None
Slopes 3:1 or flatter.
10 Days
7 Days for slopes greater than 50 feet
in length.
Seeding Schedule
Ongoing Activity. Land left exposed shall be planted or otherwiase provided with temporary ground cove, devices, or
structures sufficient to restrain erosion within the applicable time period after completetion of any phase of grading or
period of inactivity as follows: seven (7) days for steep slope or inclination. Ten (10) days for a moderate slope,
fourteen (14) days for land with no slope or inclinination. For purposes of this section, a moderate slope means an
inclined area, the inclination olf which is less than or equal to three (3) units of horizontal distance to one (1) unit of
vertical distance, and a steep slope means an inclined area, the inclination of which is greater than three (3) units of
horizontal distance to one (1) unit of vertical distance. No other criteria apply.
Completed Activity. For any area of land -disturbing activity where grading activities have been completed, temporary or
permanent ground cover sufficient to restrain erosion shall be provided as soon as practicable, but in no case later than
seven (7) days after completetion of grading.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance until ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected by the
T
measures and otherwise temporarily seeded if to be left stockpiled over 14 days.
4. Construction shall be planned so that grading operations can begin and end as quickly as
possible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
TEMPORARY SEEDING SPECIFICATIONS
BETWEEN MAY 1 AND AUGUST 15, ADD 40 LB/ACRE GERMAN MILLET. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD
120 LB/ACRE RYE (GRAIN).
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZAS OVER
THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURE LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.
ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. NETTING IS THE PREFERRED ANCHORING
METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
PERMANENT SEEDING SPECIFICATIONS
y21211112Eel ♦If,IEi1111111102
SPECIES RATE (LB/ACRE)
TALL FESCUE 200
CENTIPEDE 50
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15 ADD 25 LB%ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
CURBSIDE PLAN
Dewatering Baggy
FILTER SOCK
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
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PIWP
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1. Inlet protection shall be placed at locations indicated on plans as directed by the Engineer. Inlet protection should
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be installed in a pattern that allows complete protection of the inlet area.
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c, STORM GRATE
2. Installation of curb Inlet protection will ensure a minimal overly of at least 1 ft on either side of the opening
P A P g
being The Inlet will be anchored to the soil behind the curb using staples, stakes or other
INSERT DISCHARGE
\ W W W \ HOSE 5' INTO BAG
1 1 W W W W -'-- n_ OEWAIERNG BAG W W W
protected. protection
devices capable of holding the Inlet protection in place.
SUCTION HOSE
3. Standard Inlet protection for curb inlet protection and curb sediment containment will use 8 in diameter Inlet
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protection, and drain inlets on soil will use 12 in or 18 in diameter Inlet protection. In severe flow situations, larger
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•,-
NOTES:
Inlet protection maybe specified by the Engineer. During curb installation, Inlet protection shall be compacted to be
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1. ALL MATERIAL TO MEET
sli hfl shorter than curb height.ElllEd
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I III
MANUFACTURES SPEC/FICARONS
4. If Inlet protection becomes clogged with debris and sediment, they shall be maintained so as to assure properI
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2 FILTER MEDIA FILL TO MEET
APPLICATION REQUIREMENTS
drainage and water flow into the storm drain. In severe storm events, overflow ofthe Inlet protection may be
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- -
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EXCESS SOCK MATERIAL
TO BE DRAWN IN AND J. COMPOST MATERIAL TO BE
acceptable in order to keep the area from flooding.
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DISPERSED ON SITE AS
TIED OFF TO 2x2 WOODEN DETERMINED BY ENGINEER.
5. Curb and drain Inletprotection shall be positioned so as to provide a ermeable physical barrier to the drain itself,
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I III
STAKE. (TYPICAL)
( )
allowing sediment to collect on the outside of the Inlet protection.
- _ -
_ o0000 _ -I I -
oo oo oo oo oo
SECURE SOCK TO GRATE
FILTER SOCK W RUBBER 77E DOWNS
6. For drains and inlets that have only curb cuts, without street grates, a spacer is required in order to keep the Inlet
I / -
= WRAP ROPE
%
protection away from the drain opening. This spacer should be a hog wire screen bent to overlap the grate opening
-I � � B TIMES
and keep the sock from falling into the opening. Use at least one spacer for every 4 ft of curb drain opening. The
I
wire grid also prevents other floatable waste from passing over the Inlet protection.
I 1_1-
-III- -III -I
°
7. Stakes shall be installed through the middle of the drain Inlet protection on 5 ft centers, using 2 in x 2 in x 3 ft
III I
wood stakes.
S. Staking depth for sand and silt loam soils shall be 12 in and 8 in for clay soils.
'
MAINTENANCE:
Installation and Use:
I„
1. The Contractor shall maintain the Inlet protection in a functional condition at all times and it shall be routinely
inspected.
CATCH
BASIN
2. If the Inlet protection has been damaged,it shall be repaired, or re laced if beyond repair. .
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
3. The Contractor shall remove sediment at the base of the upslope side of the Inlet protection when accumulation
stabilized area.
has reached 1/2 of the effective height of the Inlet protection, or as directed by the Engineer. Alternatively, for drain
2. Insert discharge pipe a minimum of 5 f t. inside d e w a t e r i n g bag and secure
Inlet protection, a new Sock may be placed on top of the original increasing the sediment storage capacity without
with a rope wrapped 6 times around the snout over a 6 inch width of t h e
CURBSIDE SECTION
soil disturbance.
4. Inlet protection shall be maintained until disturbed area above or around the device has been permanently
has
b (� c�
3. &eplace Dewatering Bag when half full of sediment or when the sediment
FILTER AOCAr
Stabilized and construction activity ceased.
5. Regular maintenance includes lifting the Inlet protection and cleaning around and under them as sediment
has reduced the flow rate of the pump discharge to an impractical amount.
INLET PROTECT/ON
collects.
6. The filter mediawill be removed from paved areas or dispersed on site soil or behind curb once disturbed area has
Maintenance and Disposal:
(INSTALL ONCE CURB OR SIDEWALK IS POURED)
been permanently stabilized, construction activity has ceased, or as determined by the Engineer.
NOT TO SCALE
ANNAU WRECLOTf1 & O,fliMEL AMETPROTECT/ON
NOT TD SCALE (CONVERT TO FILTER SOCK ONCE CURB DR SIDEWALK IS POURED)
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
MAINTENANCE.
INSPECT THE BARRIER AFTER EACH RA/NAND MAKE REPAIRS AS NEEDED. REMOVE
0 SEDIMENT AS NECESSRY TO PROVIDEADEQUATE STORAGE VOLUME FOR SUBSEQUENT
o
RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEENADEQUATELY STABILIZED,
gQ� REMOVEALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE
OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH
(�q AND COMPACTIT APPROPRIATELY STABILIZEALL BAREAREAS AROUND THE INLET.
O'F # 57 WASHED STONE PLACED TO A HEIGHT OF
0 12"-18" MINIMUM ABOVE TOP OF BOX
0
0
A M&PREFF TRVCtrNJMW0VT
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30 NOT TO SCALE
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,000 LB./AC. GROUND AGRICULTURE LIME STONE &
750 LB./AC. 10-10-10 FERTILIZER.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. ACCORDING TO SOIL TESTS OR STAKE (TYP)
TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED.
REPLACE, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area.)
2. Maintain all seeded areas until uniform stand Is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the 10 MIL PLAS7
stand is acceptable. LINING
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have
been provided.
Owner
DAN RYAN BUILDERS - NORTH CAROLINA, LLC
3000 RDU CENTER DR. SUITE 202
MORRISVILLE, NC 27560
Phone: [phone]
Maintenance Notes:
1. Follow chart for timelines of when to apply temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
GENERAL NOTES:
1. All Stockpile areas shall be a minimum of 100' away from surface waters and inside the perimeter EC Measures.
2. All Concrete Washout areas shall be a minimum of 100' away from surface waters and inside the perimeter EC Measures.
3. If an offsite soil spoil or borrow site is utilized, then the disturbed area for the spoil/borrow site must be included in the
land -disturbance plan and permit unless the spoil/borrow site already has a land -disturbance permit.
CONSTRUCTION SEQUENCE:
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved
erosion control plan and permit on site. Call Johnston County at 919.209.8333 to notify the Inspector of a
start date prior to land disturbance.
2. Clear the area needed to construct the proposed construction entrance.
3. Construct the construction entrance as shown on the plans. Maintain the construction entrance daily to
ensure that mud and silt will not be tracked onto the paved surface. If mud is tracked onto the road
surface, it is to be removed immediately. Construction entrance location may not vary without prior approval
from Engineer and NCDENR.
4. Clear the area needed to access and construct sediment basins. Construct sediment basins and stabilize immediately.
5. Clear the area needed to construct the perimeter erosion control measures including temporary diversion
ditches and silt fence.
6. Construct the temporary diversion and silt fence. Tie temporary diversions into sediment basins where
applicable. Diversions & basins shall be seeded, mulched, & anchored upon installation.
7. Begin clearing, grubbing, and topsoil stripping.
8. Install sediment control measures along the wetland as shown. Muck out existing wetland.
9. Construct wetland drainage system for the permanent wetland crossing. Upon backfilling stabilize
raw material at the completion of each workday. Stabilize slopes according to temporary seeding table.
10. Rough grade all roadways and lots. Adjust basins and temporary diversions as grades rise.
11. Construct sanitary sewer system throughout project.
12. Construct the storm sewer system throughout the project. Install inlet protection devices.
13. Construct curb and gutter and CABC on roadway.
14. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition.
15. Complete the construction of storm sewer pipe.
16. Construct permanent outlet protection devices at pipe outlet.
17. Upon completion of the project, contact Johnston County to inspect prior to removing EC measures.
18. Seed, straw and tack any remaining exposed areas.
I
I
14'
FC1
PLE (2 PER BALE) SILT FENCE
0 MIL PLASTIC LINING STRAW BALE
F
METAL STAKE (2 PER BALE)
PLYWOOD PAINTED WHITE
BLACK LETTERS 6" TALL
CONCRETE
WASHOUT WOOD POST
T GROUND LEVEL
CONSTRUCTION SPECIFICATIONS:
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM
THE FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC.
2. POLYETHYLENE SHEETING SHALL BE 10 MILS FREE OF HOLES, TEARS, OR
LEAKS.
MAINTENANCE.•
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE
DISPOSING OF CONCRETE. CONCRETE SHALL BE DISPOSED OF IN THE SAME
MANNER AS OTHER NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE
BROKEN UP AND USED AS FILL IN NON-STRUCTURAL AREAS.
ARC FILTER /MEET J"RV rFCT/ON
NOT TO SCALE
BASIN WIDTH
CLASS I RIP RAP
FLOW -
SEDIMENT STORAGE AREA -
(SEE PLANS FOR DIMENSIONS)
BERM MAY BE EITHER HORSESHOE OR
RECTANGULAR. FOR RECTANGLE BERM
SPILLWAY MAY BE BUILT BETWEEN THE
TWO SIDE BERMS.
SPILLWAY WIDTH PER SCHEDULE
OR AS NOTED ON PLANS.
R = 0.75 WIDTH OF SPILLWAY
_
IN. M
(IF RECTANGLE THEN 0.5 SPILLWAY WIDTH)
UP
J•u�
PER SCHEDULE OR AS NOTED ON
LLWAY
PLANS, BUT NOT LESS THAN 1.5'
TONE
1 2 MIN
CARRY RIP -RAP
SIDES OF SPI
NC#5 S
N
FLOS
EXISTING
EMBANKMENT
MAINTENANCE.
INSPECT ROCK PIPE INLET PROTECTION A T LEAST WEEKL Y AND AFTER EACH
SIGNIFICANT RAINFALL EVENT C/2 INCH OR GREATER. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIP RAP DISCPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL TEH 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 PROVIDE
PERMANENT GROUND COVER (SURFACE STABILIZATION).
1. Remove and dispose of accumulated sediment away from waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
waste facility. OR; as directed by engineer or inspector.
P/PEOUTLETANF,M M//
NOT TO SCALE
■mow 4h�•
RL TER BLANKET =11 ;W,
• SECTIO,11'g-j
PIPE OUTLET TO FLAT AREA -
NO WELL-DEFINED CHANNEL
5
FILTER BLANKET
OR (M/RAFI 140N) SECTIONAA
PIPE OUTLET TO
WELL-DEFINED CHANNEL
GENERAL NOTES-
1. La =THE LENGTH 6F THE RIP RAP APRON.
2. d = 1.5 77MES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN ti'
J. IN A WELL-DEFINED CHANNEL EX1EN0 THE APRON UP THE CHANNEL BANKS TO AN ELEI/A710N OF 6' ABOVE THE MAXIMUM TAIL WAIER
DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS
4. A FlLTER BLANKET OR FlLTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDADON.
CONSIRUC77611V SPEClFlCA770NS•
1. ENSURE THAT THE SUBGRADE FOR THE FlL TER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN /N THE PLAN. CQUPACT
ANY FlLL REQUIRED IN THE SUBGRADf 70 THE DENSITY OF THE SURROUNDING UNDISTURBED MATER/AL. LOW AREAS IN THE SUBGRADf ON
UNDISTURBED SOIL MAY ALSO BE FlLLED BY INCREASING THE RIPRAP THICKNESS
2. THE RIPRAP AND GRAVEL FlL MR MUST CONFORM TO THE SPECIFlED GRADING LIMITS SHOWN ON NE PLANS
J. FlL 1ER CLOTH, WHEN USED MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLA 170N. REPAIR ANY DAMAGE BY REMOVING NE RIPRAP AND PLACING ANOTHER PIECE OF FTL TER CL01H OVER NE DAMAGED AREA.
ALL CONNE0NG JOINTS SHOULD OVERLAP SO 7Hf TOP LAYER IS ABOVE THE DOIWVSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE
IS EXTENSIVE, REPLACE THE ENTTRf FlLTER CLOTH.
4. RIPRAP MAYBE PLACED BY EQUIPMENT, BUT TAKE CARE TO A lrolD DAMAGING NE FlL 1ER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 77MES THE MAX/MUM S7n7VE DIAMETER.
t% RIPRAP MAYBE FlELD S7DlVE OR ROUGH QUARRY STONE. IT STIOULD BE HARD, ANGULAR, HICK YWEATHER-RESISTEIVT AND HELL
GRADED.
7. CONSTRUCT THE APRQV ON ZERO GRADE W17H NO OVERFlLL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DONNSTREAM END
LEVEL W17H THE RECETVING AREA OR SLl91I1Y BELOW IT
B. ENSURE ]HAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT 11S LENGTH. if
A CURVE IS NEEDED TO FTT SITE CONDl770NS, PLACE I IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AF1ER CONSIRUC1101, STABILIZE ALL O1SIURBEO AREAS W11H V£GETA77QN.
MAINTENANCE
INSPECT RIPRAP OUIIET STRUCTURES WEEKLY AND AFTER SIGNIFlCANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDlA1ELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
TE�PORARYD/�/ERS/ON l�/THEXCELS/OR/I/�4Ti/NO
NOT TO SCALE
COMPACTED SOIL
6' TYP.
I 1
CONSTRUCTION SPECIFICA ]IONS-
1 REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSIRUCTEO CROSS SECTION MEETS ALL DESIGN REQUIREMENTS
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETA TE THE RIDGE IMMEDIA TEL Y AFTER CONS7RUC770N, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS
MAINTENANCE -
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. /MMED/A TEL Y REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULL Y CHECK OUTLETS AND MAKE TIMEL Y REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTL Y STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIA TEL Y STABILIZE
IT
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2020
EC NOTES
AND DETAILS
REVISIONS
FILE N0. 2020-013
HORZ. SCALE:
1"=50'
VERT. SCALE:
NONE
AND THE ANGEL SAID TO THEM, "FEAR NOT: FOR BEHOLD, I BRING YOU GOOD TIDINGS OF GREAT JOY, WHICH SHALL BE TO ALL PEOPLE.
FOR UNTO YOU IS BORN THIS DAY IN THE CITY OF DAVID A SAVIOR, WHO IS CHRIST THE LORD. LUKE 2: 10-11

PROFILEVIEWFILTERFABRICORDITCHLINERDITCHLINEWOODENSTAKEWITHWATTLEANCHOREDTOTHETOPFLOWDITCHLINEFILTERFABRICORDITCHLINERWOODENSTAKE8"FABRICSTAPLE12"DIAMETERSTRAWFILLEDWATTLEFASTENEDTOWOODENSTAKEBYNAILORSTAPLE18"18"6"COVER12"DIAMETERSTRAWFILLEDWATTLENOTES:1.WATTLESSHALLBEFILLEDWITHSTRAWOROTHERAPPROVEDMATERIAL2.SPACINGFORWATTLESSHALLBEDETERMINEDBYTHESITEENGINEER.3.WATTLESMAYBEUSEDFORPROTECTIONOFCATCHBASINSANDDROPINLETSWITHAPPROVALBYTHEENGINEER.
VEGETATED SHELF LANDSCAPE PLAN
VEGETATED SHELF = 31405 SF
ALL PLANTS SHALL BE 3" CONTAINER PLANTS,
THERE SHALL BE A MINIMUM OF 3 PLANT
SPECIES, AND A MINIMUM OF 50 PLANTS PER
200 SF OF VEGETATED SHELF. SUBSTITUTION
OF THE LISTED PLANTS ARE ALLOWED BUT
MUST BE APPROVED BY THE ENGINEER.
BELOW PERMANENT POOL
Botanical Name Common Name QTY.
Iris virginica Blue Flag Iris 284
Ludwiga spp. Primrose Willow 284
Pontederia cordata Picklerweed 284
POND SIDE SLOPES
Vegetate w/Centipede Seed @ a rate of
60 lbs./Ac.
SCM
ET P
20' WIDE CONCRETE
SP4PE
Y WITH_ -
CLB RIP R
0
2616.
/ N
N / O
/ � o
N O
� O ,
STAGE /STORAGE TABLE
CONTOUR
INCREMENTAL
TOTAL
STAGE
ELEVATION
AREA (SF)I
STORAGE (CF)
STORAGE (CF)
0
262.00
18,460
0
0
F_
1.00
263.00
20,623
000
000
2.00
264.00
22,843
000
000
3.00
265.00
25,119
000
000
4.00
266.00
27,451
000
000
4.50
266.50
29,839
000
000
NOTE:
CONTRACTOR TO COMPACT BOTTOM OF POND TO
ENSURE INFILTRATION IS LESS THAN 0.01 IN./HR.
NOTE:
A PORTABLE PUMP SHALL BE USED FOR PUMP
DOWN AND MAINTENANCE.
i
ANTI -SEEP COLLAR
- - 4'X6'\ BOW W/
TRASI-RACK
TOP: 264 00
INV. W (3.'5"� 262.00
INV. OUT (24"rg5Z.55
6' WIDE (6:1)
SUBMERGED
VEGETATED SHELF
3,405 SF
1.48 FT.
FREEBOARD -
1 YEAR STORM 265.02
3
�
�1
-
PERMANENT
V POOL 262.00
VEGETATED
2
SHELF
1 �
5
BOTTOM
� �
FOREBAY
257.00
BOTTOM
POND 256.00
WET DETENTION POND PROFILE
NOT TO SCALE
-
RAP OUTLET /
TECTION
6
/ 6S0 i
i
S F
i
�6X
U
SCALE: 1 " = 20'
0 20 40 50 60
AND THE ANGEL SAID TO THEM, "FEAR NOT: FOR BEHOLD, I BRING YOU GOOD TIDINGS OF GREAT JOY, WHICH SHALL BE TO ALL PEOPLE.
FOR UNTO YOU IS BORN THIS DAY IN THE CITY OF DAVID A SAVIOR, WHO IS CHRIST THE LORD. LUKE 2: 10-11
TOP OF
DAM 266.50
3
1�
6:1
2 VEGETATED
1 SHELF
;�1oil 4�t►1 1:��l�l��:ll
NOT TO SCALE
DROP INLET
TRASH RACK
264.00
3.5" PVC ORIFICE
@ 262.00
W/ TEE (SEE
DETAIL)
BEFORE YOU DIG,
CALL
0
0
\ Y
NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
3.5" PVC CAP WITH
SCREW TYPE PLUG
TOP ELEV. 264.75
NORMAL POOL =
INV. ELEV. 262.00
BOTTOM ELEV. 261.50
3.5" PVC
Conversion Procedure
Sediment Basin to Wet Detention Pond
1. After the site is completely stabilized, contact Stocks Engineering @
252-459-8196 for verification of completion and stabilization.
2. Contact Johnston County for approval to remove
all temporary erosion control measures.
3. Upon approval from Johnston County, begin the conversion of the wet
pond from a temporary sediment trap to a permanent BMP as follows.
4. If standing water is in the basin, contractor shall pump the water out
discharging through a silt bag.
5. Remove the skimmer which is connected to the riser and convert to
the permenent orifice as shown below in detail.
6. Bring the side slopes surrounding the pond and vegetated shelf to the
proposed grade.
7. Contractor shall verify pond depth and muck out sediment to the
design depth of the pond.
8. Excavated material must be disposed of in an approved off -site location.
9. Care must be taken to prevent any sedimentation/re-sedimentation
during this process, as sediment deposits in the bottom of the pond
may affect the depth. If any sedimentation occurs during this process,
Contractor shall remove sediment immediately.
10. Contact Stocks Engineering @ 252-459-8196 to inspect excavated pond
before continuing construction.
11. Upon approval of Stocks Engineering, continue constructing pond per details.
Establish appropriate permanent vegetation around pond as soon as possible.
12. Upon completion of pond construction, remove sediment from silt fence
and dispose of at an approved off -site location. Plant vegetated shelf
and seed and mulch side slopes.
13. Contact Stocks Engineering @ 252-459-8196 to inspect completed pond
before placing pond in service.
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» /» /2020 go
SCM #1 DETAIL
REVISIONS
FILE NO. 2020-013
HORZ. SCALE:
1"=50'
VERT. SCALE:
NONE

SCM #2
WET PON-- D
\ f
I
20' WID CONC�ETE`
SPILLWA� WITHCLASS
SLOPE B IR RAP
\ � RIP RAP OUT
\ � FES i / l I o
•
SO
qNT\ �
Oz�
4
I I I 4 X6 BOX W/ "-\\\
TRASH RACK �
TOP: 241.00 i
INV. IN (4"): 238.00
I I I I I INV. OUT (24"): 235.10
�\,o:ioe a Euc� �zi3> VEGETATED SHELF :s:p.00
3 �000 FT. FREEBOARD 1 YEAR STORM 000 � F 3
1
�1
PERMANENT
V POOL 239.00
6:1 - 6:1
VEGETATED 2 � 2 2 VEGETATED
SHE F � 1 1 � SHELF
BOTTOM 5
FOREBAY 235.00
WET DETENTION POND PROFILE
NOT TO SCALE
STAGE/STORAGE TABLE
BOTTOM
POND 230.00
CONTOUR INCREMENTAL
TOTAL
STAGE
ELEVATION
AREA (SFI�5TORAGE
(CF)
STORAGE (CF)
0
238.00
19,782
0
0
1.00
239.00
21,688
000
000
2.00
240.00
24,135
000
000
3.00
241.00
26,921
000
000
4.00
242.00
30,595
000
00
5.00
243.00
35,244
000
000
5.50
243.50
38,734
000
000
OUTLET STRUCTURE
NOT TO SCALE
4'YF)' DROP INLET
TRASH RACK
241.00
TOP OF
DAM 243.50
BEFORE YOU DIG,
CALL
a0
0
1
NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
NOTE:
CONTRACTOR TO COMPACT BOTTOM OF POND TO
ENSURE INFILTRATION IS LESS THAN 0.01 IN./HR.
NOTE:
A PORTABLE PUMP SHALL BE USED FOR PUMP
DOWN AND MAINTENANCE.
VEGETATED SHELF = 21235 SF
ALL PLANTS SHALL BE 3" CONTAINER PLANTS,
THERE SHALL BE A MINIMUM OF 3 PLANT
SPECIES, AND A MINIMUM OF 50 PLANTS PER
200 SF OF VEGETATED SHELF. SUBSTITUTION
OF THE LISTED PLANTS ARE ALLOWED BUT
MUST BE APPROVED BY THE ENGINEER.
BELOW PERMANENT POOL
Botanical Name Common Name QTY.
Iris virginica Blue Flag Iris 187
Ludwiga spp. Primrose Willow 186
Pontederia cordata Picklerweed 186
POND SIDE SLOPES
Vegetate w/Centipede Seed @ a rate of
60 lbs./Ac.
Conversion Procedure
Sediment Basin to Wet Detention Pond
4" PVC ORIFICE
@ 239.00 1.
After the site is completely stabilized, contact Stocks Engineering @
W/ TEE (SEE
252-459-8196 for verification of completion and stabilization.
DETAIL) 2,
Contact Johnston County for approval to remove
all temporary erosion control measures.
3.
Upon approval from Johnston County, begin the conversion of the wet
pond from a temporary sediment trap to a permanent BMP as follows.
4.
If standing water is in the basin, contractor shall pump the water out
discharging through a silt bag.
5.
Remove the skimmer which is connected to the riser and convert to
the permenent orifice as shown below in detail.
6.
Bring the side slopes surrounding the pond and vegetated shelf to the
4" PVC CAP WITH
proposed grade.
SCREW TYPE PLUG 7.
Contractor shall verify pond depth and muck out sediment to the
TOP ELEV. 241.75
design depth of the pond.
8.
Excavated material must be disposed of In an approved off -site location.
9.
Care must be taken to prevent any sedimentation/re-sedimentation
during this process, as sediment deposits in the bottom of the pond
NORMAL POOL =
may affect the depth. If any sedimentation occurs during this process,
INV. ELEV. 239.00
Contractor shall remove sediment immediately.
10.
Contact Stocks Engineering @ 252-459-8196 to inspect excavated pond
before continuing construction.
BOTTOM ELEV. 11.
Upon approval of Stocks Engineering, continue constructing pond per details.
238.50, 4" PVC
Establish appropriate permanent vegetation around pond as soon as possible.
12.
Upon completion of pond construction, remove sediment from silt fence
and dispose of at an approved off -site location. Plant vegetated shelf
and seed and mulch side slopes.
13.
Contact Stocks Engineering @ 252-459-8196 to inspect completed pond
before placing pond in service.
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SCM #2 DETAIL
REVISIONS
FILE NO. 2020-013
HORZ. SCALE:
1"=50'
VERT. SCALE:
NONE
AND THE ANGEL SAID TO THEM, "FEAR NOT: FOR BEHOLD, I BRING YOU GOOD TIDINGS OF GREAT JOY, WHICH SHALL BE TO ALL PEOPLE.
FOR UNTO YOU IS BORN THIS DAY IN THE CITY OF DAVID A SAVIOR, WHO IS CHRIST THE LORD. LUKE 2: 10-11

ASp17a/tPdVh7g
1. The Contractor or Subcontractor performing the paving operat/on will be responsible for performing the following.
A. Surface Tolerance
Surface tolerance requirements for smoothness must be checked in the presence of an Inspector using a 'Roiling Straightedge "for checking surface tolerance. A variation of more
than 118"in 10 feet will be considered unacceptable and must be corrected in an acceptable manner which will also meet Item (B and H) below.
B. Sun`ace Texture
Care shall be taken to insure that a smooth dense texture is achieved with no se re atfon tearfn cracking, etc. Areas discovered which are not uniform fin appearance and
9 9 � 9 9 pP
texture shall be reheated and rero/%d, rep/aced, or Ifrequfred by the Engineer, resurfaced at no addition/ cost to the Owner. Seams and edges shall be straight, true, and
smooth.
C. Plant Tickets
To verify depth for payment, plant tickets Shall be submitted to the Engineer.
D. Payment ofAspha/t
No payment for paving will be made until the surface texture and smoothness has been inspected, satisfactorily repaired, If necessary, and approved by the Engineer and the
Owner.
E. Paving Subcontractors
The Genera/ Contractor in charge of the Paving Contractorshal/be responsible for assuring that his paving Contractor has read these requirements ifpaving is to be
subcontracted. Faf/ure to Inform a Subcontractor does not relieve the Prime Contractor of these requirements.
F. Paving Condition
No paving of asphalt shall take place until the Utility Contractor and the Paving Contractor have mutually agreed that a// valve boxes and manholes have been set to finished
grade and that it IS the Paving Contractor's responsibility to make minor adjustments prior to paving, as applicable.
G. Asphalt Specifications
Asphalt and CABC shall meet the NCDOT "Standard Specifications for Roads and Structures" latest revision. Asphalt mix and placement shall meet Division 6 ofthe State
Specifications. CABC shall meet Section 520 of the State Specifications and graded in accordance with Table 520-1. Placement and compaction sha/I meet Section 520.
H. Asphalt Patching
Asphalt Patching WILL NOT BEALL OWED. /n the event that Asphalt is unsatisfactory to Engineer; the contractor shall mill entire section of asphalt and resurface a minimum
depth of one and one-half Inch and at minimum length of one hundred feet for the entire width of section in question. This area fs to be determined by fie/d inspection with the
contractor and/or sub contractor and the Engineer present.
2. AI/ asphalt prices fin this proposal shall be based on the NCDOT Monthly Terminal F.O.B, at time of bid. IF the asphalt cement price fluctuates from this stated price more
than 10% at any time during the performance of the asphalt scope, the contractor will adjust the asphalt prices fin accordance with the new/y pub/fished NCDOT Month/y Terminal
F.O.B. Asphalt Binder Prices. These prices are located at the following web address
<https://connect ncdot gov/projects/construction/Lists/Month/y%20Termina/%20Aspha/t%2OBinder'020%20Fue/%20FOB%20Prfces/A///tems.aspx>
Drainage Notes
1. Boxes maybe reinforced masonry, masonry, precast concrete or cast -In -place reinforced concrete.
2. The maximum height of an un-reinforced masonry drainage structure with 8-fnch walls shall be limited to 8-foot from Invert of the out/et pipe to the top of the
casting. Depths greater than 8-feet shall have walls 12 Inches thick. Basins over 12-feet in total depth sha//be designed by a NC Professional Engineer.
Four -Inch walls are not al/owed on drainage structures.
3. Steps are to be provided on a// basins deeper than 42':
4. Steps are to be PS 1-PFas manufactured by M. A. Industries or an approved equal. Locate on nonpfpe walls.
5. Mortar fin masonry boxes fs to be type M.
6. Clay brick structures are not al/owed.
7 Concrete building brick is to meet ASTM C-55, Grade N, and Type 1.
8. All Iron castings are to be drilled and lagged to the drainage structure. The drainage structure as we//is lobe drilled.
9. A// cast-fnp/ace or precast concrete drainage structures located fin paved areas accessible to truck loadings to be designed to meetAASHTO HS 20-44
/oadfng. See manufacturers detaf/s for wall, top and bottom thickness.
10. A// catch basins grates and frames are to be Vulcan or approved equal. Verify dimensions heights on castings are not exceeded in critical areas before
ordering castings/
11. A// concrete pipe is to be ASTM C-76, Class /// with ram nek.
12. A// castings to receive Bituminous Coating
13. Contractor to set frames and grates at finished grade and provide weep holes for drainage.
Grading Notes
1. Site Contractor to inform Building Contractor to verify fin/shed grade at building before digging footings. Some portions of the building foundation wall may, of necessity, need to retain
bufldfng pad fill to allow extenorgrades to be dropped. In this case, step foot/ngs maybe necessary to achieve the desiredgrade variations.
2. New finished contours shown are top of future paving fin areas to receive pavement and top of toosof/ in areas to be seeded.
3. Areas outside of the parking lot perimeters shall receive 4 inches of topsoil. This topsoil to be placed and leveled by the Contractor
4. Dimensions on bu/Id/ngs are forgradfng purposes only and are not to be used to lay-off footings. See Architectura/Plans.
5. Contractor sha// notify and cooperate with a// utility compare/es or firms having fact/Ries on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or connecting to
said fact//ties. Contractor shall raise or/ower tops of exfstfng manholes, as requ/red, to match Anfshedgrades.
6. All catch basin grate and frames are to be Vulcan or approved equal. Verify that dimension heights on castings are not exceeded In critical areas before ordering substitute castings/
7. All areas not covered by buf/dfng orpaving are to be seeded and mulched.
8. Unusable excavatedmaterfa/s and a// waste resulting from clearing and grubbing and demolition shal/be disposed of off -site by Contractor.
9 All exca vatfon fs unclassified and shall Include a// materials encountered.
10. Before any machine work fs done, Contractor shall stake out and mark the Items established by the Sfte Plan. Control points shall be preserved at a// times during the course ofthe
project. Lack ofproper working points and grade stakes may require cessation of operations until such points and grades have been placed to the Owners satfsfactfon.
11. Contractor to ensure all portions of the site have posftfve drainage. This must be verified prior to paving orpouring concrete.
12. Refer to soffs report for direction on earthwork and subgrade preparation, Ifavaf/ab/e.
13. Subgrade left for Pub/ix shall be within 0.10 feet and a surveyed as built shall be provided, signed and sealed by a NC licensed surveyor showing a// storm drain, sewer, water, pond,
parking lot grades @ 50'o.c., building pad at corners and 50' o, c. and curb & gutter shots.
Concrete Testing Requirements
Initial Test
The fnftfa/ test (from first ready -mix truck) fs to be taken after the second yard fs dispatched from the mixer and fs to consist of the
following:
1. One slump test
2. Pull, prepare and store 3 cy/fnders on -site for24 hours.
3. Temperature
Subsequent Tests
After the above tests are pulled from the fnftfal truck, every 5th truck thereafter Is to be tested fin the same manner as noted above.
Asphalt Testing Requirements
Compaction : Testing for asphalt density fs to follow NCDOT "Standard Specification for Roads and Structures" Section 609-9, 'Ffe/d
Compaction Quality Management, "latest revision.
Thickness : The mfnfmum frequency of coring for thickness testing shall be on the basis of test sections consisting of not more than 1500
linear feet of lay down width, exclusive offntersectfons and Irregular areas. The test sample is to be a 6-Inch cored sample. The sample IS
to be numbered and logged for fdentfficatfon purposes.
Contractors Quality Control System
Follow NCDOT "Standard Specification for Roads and Structures" Section 609-5, "Contractors Qua/fty Control System, "latest
revision:
Mixture and Job Mix Formula Adjustments
Follow NCDOT Standard Specification for Roads and Structures" Section 609-4. Ffe/d Venffcatfon of Mixture and Job Mfx Formula
Adjustments" latest re vision.
General: A// otherapp/fcab/e sections of Section 609 of the NCDOT "Standard Specifications for Roads and Structures " shall apply relating to
Quality Control Plan, mix design, control limits, corrective action, equipment and measurement.
Testing Cost: Contractor Is responsible for cost of testing asphalt and concrete.
Parking►, Street or BuildingSubgrade Preparation
A. Subgrade on Precompacted Original Sol/
1. Remove a// the topsoil and a// questionable organic soil and extend a minimum of four (4) feet beyond the outside edge of the pavement.
2. Precompact the exposed grade with a vibratory roller weighing a minimum often (10) tons (static load) or equal to stabilize the initial settlement ofthe top strata ofthe soil. The stabi/fty ofthe subgrade wi//be considered adequate
when the total settlement after the last four (4) complete passes by the vibratoryroller does not exceed 118" Any area that settles excessively and fails to stabilize under continued rolling should be further undercut and replaced with
properly compacted select granular fill.
B. Subgrade on Certified Compacted Fill
1. Prepare the site following the same procedures as outfined fin Items 1 and 2 above.
2. Using the same compaction equipment as outlined above, compact new All soil in f/-8-inch layers to a minimum 98 percent of the maximum dry density at its optimum moisture content in accordance with the Standard Proctor Method
@ 95 percent using Mod/fled Standard Proctor.
3. The end of the fill should be terminated at the minimum slope of two (2) horizontal to one (1) vertical measured from three (3) feet beyond the outside edge of the pavement to the toe of the All The All soil is to be selectgranufar
soil weighing a minimum of 110 pcfat its optimum moisture content.
Concrete Notes
1. A// construct/on, placing, pouring and curing concrete is to conform to the latest edition ofAC/ 318.
2. A//reinforcing steel is to be cold cut and bent.
3. Port/and cement concrete shall have a minimum 28 day compressive strength of 4, 000 PS/.
4. Do not use chloride fin any concrete which has reinforcing steel or wire fabric.
5. Reinforcing stee/sha//meetASTMA-615, Grade 60. Welded wire fabric sha//meetASTMA-185. Tie wire shall conform to ASTMA-82.
6. Lap welded wire fabric a min/mum of one mesh. Lap all bars a minimum of24" Alternate adjacent bar splices a min/mum of48"
7. Use only approved chairs with sand plates to support reinforcing on grade.
8. A// crossings of reinforcement are to be tied. Supports for reinforcing to hold bars against movement during pour and finish operat/on. Supports for reinforcing
bars to be a minimum of48 inches apart.
9. Concrete shall be only plant -mixed, transit -mixed or ready -mixed concrete. The t/me elapsing from mixing to placing the concrete shall not exceed ninety (90)
minutes.
10. Concrete shall not be deposited on frozen subgrade and shall not be poured when the air temperature for the succeeding 24 hour period /s less than 32
degrees F.
11. Al/ concrete when placed informs Shall have a temperature between 50 degrees F and 90 degrees F and Shall be maintained at a temperature of not less
than 50 degrees for at least 72 hours for normal concrete and 24 hours for high early strength concrete.
12. Do notplace fresh concrete during summer on a dry subgrade. Moisten subgrade before placing concrete.
13. Subgrade fs to be firm, free of water and/or silt and undisturbed or compactedproper/y. Consult Engineer ff soft oryie/ding subgrade is encountered for
Improvement direction. If ground water fs entering subgrade, consult Engineer for instruction.
14. Areas of concrete to be removed shall be saw cut before removing. The saw cut sha// provide a smooth, straight edge approximately two (2) Inches deep
before breaking away the adjacent concrete.
15 lmmedfate/y after the forms have been removed and al/ honeycombed areas are repaired, backfi// to prevent underwash.
16. Brooming of the concrete surface sha//be done transverse to the direction of traffic fora//pedestrian areas.
17. Joint spacing sha// be no less than 8-feet. Where existing sidewalks are being widened, transverse joints sha// be located so as to /fine up with existing joints in
the adjacent existing sidewalk. Grooved joints shall not be sealed. Sea/ a// others.
18. Concrete Sub shallbe responsible for a// score joints and expansion joints. A pre/fminary score joint pattern and expansion joint pattern shallbe submitted to
the project engineer for review prior to pouring concrete.
19. Expansion joints shall be one-half (1/2) Inch fin width and Shall be placed between a// rigid objects at a distance of no more than thirty (30) feet apart and shall
extend the full depth of the concrete with the top of the filler one-half (112) Inch below the finished surface.
20. The edges of the curb/sidewalk shall be finished with an approved edging too/ one-half (112) Inch radius. Joints shall be similarly finished immediately after
templates have been removed.
21. Saw contro/jofnts as soon as fresh concrete will retain coarse aggregate against the sawing action.
22. Contractor SHALL NOT POUR any concrete before forms are Inspected by the project engineer and/or the architect. Any concrete that has not been approved
by the engineer and/or owner will be the responsibility of the contractor.
Gospel Notes
The followingnotes do not represent the belief of an municipality, government organization, or client of
p Y p Y, 9 9
Stocks Engineering. The detail is included to show the foundation of Stocks Engineering and its employees.
Our prayer is that through the truth outlined below you will clearly see what it means to have a
personal relationship with Christ.
1. GOD'S LOVE
God loves you and he created you to know him personally.
He has a wonderful plan for you life.
John 3:16 "For God so loved the world that he gave his only son, that whoever believes in him shall not
perish but have eternal life."
What prevents us from knowing God personally?
2. OUR CONDITION
People are sinful and separated from God, therefore we cannot
know him personally and experience his love and plan.
Romans 3:23 "For all have -III This diagram ilustrates that God
sinned and fall short of the is Holy and people are sinful. A
glory of God." great gulf separates the two. The
Romans 6:23 "For the wages arrows illustrate people continually
of sin is death" (Spiritual _ trying to reach God through our
separation from God) -I I - - own efforts, but we inevitably fail.
There is only one way to bridge this gulf...
3. GODS RESPONSE
Jesus Christ is God's only provision for sin, Through him alone we can know God personally and
experience his love and plan.
Romans 5:8 "But God dem-
onstrated His own love for
us in this: While we were still
sinners, Christ died for us.
John 14:6 Jesus answered,
'I AM the way the Truth and
the Life. No one comes to
the Father except through me'.
GOD
This diagram ilustrates that God
has bridged the gulf that sepa-
rates us from Him by sending
His son, Jesus Christ, to die on
the cross in our place to pay
the penalty for our sins.
It is not enough just to know these truths...
4. OUR RESPONSE
We must individually receive Jesus Christ as Savior and Lord; only then can we know God personally
and experience His love and Plan.
These two circles represent two kinds of lives...
Ephesians 2:8-9 "For it is
by grace you have been
saved, through faith - and
this is not from yourselves, SELF
it is the gift of God - not
k'
by works, so no one can SELF
boast."
John 1: 12 "Yet to all who Self -Directed Life Christ -Directed Life
received Him, to those who Self is in the center Christ is in the center
He gave the right to become and on the throne; and on the throne;
children of God." Christ is outside. self yeilds to Christ.
Which circle best represents your life?
Which circle would you like to have represent your life?
You can receive Christ right now by faith in prayer.
"Lord Jesus, I need you. Thank you for dying on the cross for my sins. I open the door to my life and
receive You as my Savior and Lord. Thank you for forgiving my sins and giving me eternal life. Take
control of the throne of my life. Make me the kind of person You want me to be."
If this prayer expresses the desire of your heart, then you can pray this prayer and Christ will come into
your life as he promised.
For more information on what it means to have a relationship with God, or if you have any questions
or prayer request please submit them to stocksengineering aOgmail.com, call us at 252.459.8196, or
visit our web site, www.stocksengineering.com
BEFORE YOU DIG,
CALL
O
D
NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
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NOTES SHEET
REVISIONS
FILE NO. 2020-013
HORZ. SCALE: F 1"=50'
AND THE ANGEL SAID TO THEM, "FEAR NOT: FOR BEHOLD, I BRING YOU GOOD TIDINGS OF GREAT JOY, WHICH SHALL BE TO ALL PEOPLE.
l FOR UNTO YOU IS BORN THIS DAY IN THE CITY OF DAVID A SAVIOR, WHO IS CHRIST THE LORD. LUKE 2: 10-11
VERT. SCALE: I NONE