SW8100212_Approved Plans_20100405

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NUMBER DATE BY REVISION DESCRIPTION "ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFCATIONS AND DETAILS"
I hereby certify that the plans, details, and associated project specifications comply with tie latest version, as of this date, of TECH:.�s/.�T
Brunswick County's. Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
MY understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel DES: JBS'JwT
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that CHK: MS„WT
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with PROJECT NO.
applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not N/A
APPROVAL STATUS DATE BY DEPARTMENT assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
❑ . ❑ ❑ PLANNING may refuse to issue permits at facilities that the County deems are non -compliant with County Specifications. I also confirm SHEET NO.
YESNo NSA
❑ YES❑ No ❑ N/A ENGINEERING my understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct others
. No ❑ N/A
PUBLIC UTILITIES to use, County inspections for State compliance purposes or any other purpose."
YES1

MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED B
AND SEDIMENT CONTROL NOTES
EARTHWORK NOTES AND GUIDE SPECIFICATIONS:
EROSION
GENERAL NOTES.
1.
THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE COMPETENT PERSON FOR THE CONSTRUCTION SITE WHERE
. .
1. CLEAR- AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC.FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS.
1.
REFER TO BUILDING PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT
EXCAVATIONS ARE 1N PROGRESS. A COMPETENT PERSON SHALL MEAN ONE WHO IS CAPABLE OF IDENTIFYING
LOCATIONS AND DIMENSIONS OF ENTRANCES/EXITS, CANOPIES, RAMPS, DOWNSPOUTS, GRAVEL AREAS, ADJACENT TO BUILDING
EXISTING AND PREDICABLE HAZARDS IN THE SURROUNDINGS OR WORKING CONDITIONS WHICH ARE UNSANITARY,
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS
WALLS, (UTILITY ENTRANCE LOCATIONS, AND BOLLARDS IN BUILDING SIDEWALKS.
AUTHORIZATION TO TAKE PROMPT MEASURES TO
HAZARDOUS, OR DANGEROUS TO EMPLOYEES, AND WHO HAS AUTHOR
OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
2.
DONOT SCALE THIS DRAWING, AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
ELIMINATE SUCH CONDITIONS.
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED.
2.
ANY DISPOSAL MATERIAL SHALL BE DISPOSED OFF THE OWNER'S PROPERTY IN A LEGALLY OPERATED LANDFILL
3.
CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL
3.
THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH BRUNSWICK COUNTY INSPECTIONS AND PUBLIC
REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971.
INSPECTION AND APPROVAL BY STATE EROSION CONTROL OFFICE AT 910-796-7215, IF REQUIRED.
WORKS, THE OWNER, AND THE ENGINEER AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, IF NECESSARY.
3.
PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY
4.
FENCING WILL BE INSTALLED AROUND
PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FEN
4.
PRIOR TO CONDUCTING QUALITY CONTROL TESTING AND
THE CONTRACTOR SHALL NOTIFY THE .ENGINEER 48 HOURS Q
SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTHWORK
PROTECTED TREES OR GROVES OF. TREES AND N0 CONSTRUCTION. WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE
CONDUCTING STATE, LOCAL, OR FEDERAL REGULATORY CERTIFICATIONS REQUIRED TO BE CERTIFIED BY THE. ENGINEER.
OPERATIONS.
PERMITTED WITHIN THE TREE PROTECTION FENCING.
5.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER
4.
SEDIMENTATION CONTROL MEASURES AS INDICATED ON THE PLANS.
PROTECT AND MAINTAIN EROSION AND SEDIMEN A
5.
ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED LANDFILL REGULATED BY THE DIVISION
PRIOR TO START OF CONSTRUCTION.
5.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS OF THE GENERAL NPDES PERMIT THAT THE
OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971.
6.
SITE BOUNDARY, TOPOGRAPHY, UTILITY, AND ROAD INFORMATION WAS TAKEN FROM FIELD SURVEYS BY GEOGRAPHIC
OWNER IS RESPONSIBLE FOR REGARDING STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
6.
ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO ALEGALLY-.OPERATED LANDFILL REGULATED BY THE
ELIZABETHTOWN NC SEPT.-DEC. 2009 .
SOLUTIONS (GS3), ( )
6.
RE-ROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS TO EROSION AND SEDIMENTATION CONTROL
DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971.
7.
PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
MEASURES AS INDICATED ON THE PLANS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS OR FLOOD THE
7.
CONTACT PERSON SHOULD ISSUES ARISE DURING EROSION AND SEDIMENT CONTROL MEASURES:
CONSTRUCTION SITE. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. PROVIDE A
WECAMPBELL
8.
THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE
DEWATERING SYSTEM TO KEEP SUBGRADES IN A WORKABLE CONDITION AND CONVEY GROUND WATER AWAY FROM
PBELL BROTHERS INVESTMENTS, LLC
CAMPBELL
CONSTRUCTION. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF
EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED.
PHONE: {910) 862-0782
BEGINNING ANY WORK 'ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR OR OWNER SHALL RETAIN THE SERVICES A
PROFESSIONAL SURVEYOR TO PERFORM CONSTRUCTION STAKEOUT(S).
7.
A QUALIFIED INDEPENDENT GEOTECHNICAL TESTING AGENCY SHALL BE RETAINED BY THE OWNER OR CONTRACTOR
EROSION CONTROL MAINTENANCE PLAN NOTES
FOR INDICATING AND INTERPRETING TEST RESULTS FOR COMPLIANCE WITH THE FOLLOWING REQUIREMENTS:
9.
THE CONTRACTOR SHALL- REPAIR ANY DAMAGE TO THE NORTH CAROLING- DEPT. OF TRANSPORTATION (NCDOT)
A.
CLASSIFICATION ACCORDING TO ASTM D 2487 OF EACH ON -SITE AND BORROW SOIL MATERIAL
1.
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
PROPOSED FOR FILL AND BACKFILL
RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF
RIGHT-OF-WAY AND/OR OTHER PUBLIC RIGHT-OF-WAY.
B.
LABORATORY COMPACTION CURVE ACCORDING TO ASTM D 698 FOR EACH ON -SITE AND BORROW
INCH RAINFALL.
10.
SPECIFIED PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
C.
SOIL MATERIAL PROPOSED FOR FILL AND BACKFILL
.`
SUPPLEMENTAL LABORATORY TESTING, AS REQUESTED BY THE ENGINEER THAT INCLUDES
2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES/EXITS THAT WILL BE PERIODICALLY TOP -DRESSED WITH
.S, DETAILS IN THE FORM 0
IF THE CONTRACTOR DESIRES TO DEPART FROM THE SPECIFIED PRODUCTS AND MATERIAL F SHOP
2-3" COARSE STONE TO MAINTAIN 6" THICKNESS. ENTRANCES/EXITS WILL BE MAINTAINED IN A CONDITION TO PREVENT
DRAWINGS AND REASONS THEREOF SHALL BE GIVEN TO THE ENGINEER FOR REVIEW AND NO DEPARTURES FROM THE
ATTERBERG LIMITS, SHEAR STRENGTH, AND CONSOLIDATION.
MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED, OR
SPECIFIED PRODUCTS AND MATERIALS SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER.
TRACKED THE CONSTRUCTION ENTRANCE/EXIT OR PUBLIC. ROADWAYS. (NC 6.06)
11.
DANCE WITH AND COMPLY WITH BRUNSWICK COUNTY STANDARDS,
THE WORK SHALL BE PERFORMED IN ACCORDANCE
8.
A QUALIFIED INDEPENDENT GEOTECHNICAL TESTING AGENCY SHALL BE QUALIFIED 'ACCORDING TO ASTM E 329 TO
CONDUCT SOIL MATERIALS AND ROCK -DEFINITION TESTING, AS DOCUMENTED ACCORDING TO ASTM D 3740 AND
3.
.ONTO .PRACTICE
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT. FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE
SPECIFICATIONS, AND DETAILS OF THE BUILDING CODES AS WELL AS FEDERAL AND STATE OF NORTH CAROLING
ANY NOTE HERE ON FOUND TO BE IN CONFLICT WITH THESE REGULATIONS SHALL BE .REPLACED
ASTM E 548.
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.. STAKE SPACING WILL BE 6 FEET MAX.
REGULATIONS. .SHOWN
WITH THE APPROPRIATE GOVERNING AGENCY REGULATION.
9.
THE TESTING AGENCY OR GEOTECHNICAL ENGINEER SHALL COPY ALL TESTING RESULTS TO THE ENGINEER.
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
12.
THE CONTRACTOR SHALL REQUIRE ALL WORK TO ADHERE TO THE RULES, REGULATIONS AND INTERPRETATION OF THE NORTH
10.
THE SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO TESTING AGENCY FOR REQUESTED MATERIALS
SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER
CAROLINA DEPARTMENT OF LABOR RELATING TO OCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION
.CONTRACTOR
TESTING.
DRAINS AS DESIGNED OR IS DAMAGED. (NC PRACTICE 6.62)
INDUSTRY INCLUDING, BUT NOT SPECIFICALLY LIMITED TO TITLE 29, CODE OF FEDERAL REGULATIONS, SECTION 1926,
" TRENCHING, G" AS RECORDED
SUBPART P INCLUDING APPENDICES, LATEST EDITION, REGARDING EXCAVATIONS, THE G, AND SHORING"
11.
SATISFACTORY. SOILS ARE SPECIFIED ACCORDING TO THE GEOTECHNICAL ENGINEER. UNSATISFACTORY SOILS ARE
4.
INSPECT TEMP. ROCK INLET PROTECTION AND MAINTAIN DESIGN DIMENSIONS AS NECESSARY. REMOVE SEDIMENT
ACCUMULATION OR DEBRIS BEHIND DAM. REPLACE SEDIMENT CLOGGED FILTER GRAVEL ON ROCK INLET PROTECTION.
IN THE FEDERAL REGISTRY.
SOILS NOT MEETING THE REQUIREMENTS OF SATISFACTORY SOILS.
NC PRACTICE 6.55
()
OWNER: ENGINEER:
CAMPBELL BOTHERS INVESTMENTS LLC GS ENGINEERING SERVICES, PLLC
12.
PROVIDE BORROW SOIL MATERIAL, WHEN SATISFACTORY SOIL MATERIAL ARE NOT AVAILABLE FROM EXCAVATIONS.
5.
INSPECT ROLLED EROSION CONTROL BLANKETS (RECP) FOR THE ROADSIDE DITCHES AND. MAINTAIN LINING DURING
418 PEANUT PLANT RD 1104 W BROAD ST
13.
STOCKPILE BORROW SOIL MATERIAL AND EXCAVATED SATISFACTORY SOIL MATERIAL WITHOUT INTERMIXING.
CONSTRUCTION. RECP TO REMAIN PERMANENTLY FOR VEGETATION ESTABLISHMENT.
PO BOX 637 PO BOX 2019
(NC PRACTICE 6.17)
ELIZABETHTOWN, NC 28337 ELIZABETHTOWN, NC 28337
14.
PLACE, GRADE, AND SHAPE STOCKPILES IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR
PHONE: [phone] PHONE: [phone]
OFF -SITE PROPERTY. STOCKPILE SOIL MATERIAL AWAY FROM EDGE OF EXCAVATIONS. HORIZONTAL SEPARATION
_6.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
CONTACT( WESLEY CAMPBELL CONTACT: BRANCH SMITH, PE
DISTANCE SHALL BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION OF STOCKPILE. ALSO DO
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21
NOT STORE WITHIN DRIP LINE OF TREES TO REMAIN.
CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
RESTRICTIVE CONSTRUCTION NOTE:
15.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER AND CEASE RELATED EXCAVATION
1.
THERE SHALL BE NO CONSTRUCTION IN ANY WETLAND, WETLAND BUFFER AREA, UNDISTURBED BUFFER, OR OTHER AREA
ACTIVITIES UPON THE DISCOVERY OF ABANDONED GRAVES, WELLS, FUEL TANKS, OR HAZARDOUS AND/OR
WHICH REQUIRES A PERMIT AND OR VARIANCE TO BUILD WITHIN WITHOUT FIRST OBTAINING THE APPROPRIATE AGENCY
NON -HAZARDOUS WASTE DISPOSAL SITES.
TEMPORARAY SEEDING SPECIFICATIONS - COASTAL PLAIN (non -wetland soils
APPROVAL. THESE PLANS KEYNOTE THESE AREAS AND IN NO WAY SUPERCEDE OR REPLACE THE REGULATORY AGENCY
NOTIFY THE OWNER AND ENGINEER 48 HOURS PRIOR TO LAND DISTURBANCE TO
16.
UNCLASSIFIED EXCAVATION MATERIALS MAY INCLUDE EARTHEN MATERIALS, SUBSURFACE STRUCTURES, OR OTHER
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED OR RIPPED TO A MIN.
CONTRACTOR SHALL
APPROVAL PROCESS. CO
VERIFY' THE APPROPRIATE AUTHORIZATION HAS BEEN OBTAINED.
OBSTRUCTIONS. CHANGES TO THE CONTRACT SUM OR CONTRACT TIME MUST BE PRE -APPROVED BY THE
DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. IF NECESSARY,
LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING FOLLOW SOIL TESTS AS
ENGINEER OR OWNER PRIOR TO CONDUCTING WORK. CLASSIFIED EXCAVATION MATERIALS ARE DEFINED AS
SPECIFIED IN THE TABLE..
TRAFFIC CONTROL NOTES:
MATERIALS NOT OBSTRUCTING EXCAVATION.
1.
THE CONTRACTOR SHALL PROVIDE NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR
17.
ROCK EXCAVATION INCLUDES REMOVAL AND DISPOSAL OF ROCK. DO NOT EXCAVATE ROCK UNTIL IT HAS BEEN
2. THE FOLLOWING TABLE IS REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6-10.
Y THE NORTH CAROLINA DEPT OF TRANSPORTATION {NCDOT)
CLASSIFIED BY THE GEOTECHNICAL ENGINEER. REMOVE ROCK TO LINES AND SUBGRADE ELEVATIONS INDICATED TO
AND BRUNSWICK COUNTY. ALLOW INSTALLATION OF PERMANENT CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE CONTRACT
TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF STANDARD TRAFFIC CONTROL SUM AND CONTRACT TIME WILL BE ADJUSTED FOR ROCK EXCAVATION ACCORDING TO UNIT PRICES INCLUDED IN
2. REFER THE CONTRACT DOCUMENTS (SUBJECT TO ESCALATION CLAUSE ADJUSTMENTS).
SIGNS AND .STANDARDS.
18. AUTHORIZED ADDITIONAL EXCAVATION IS EXCAVATION BELOW SUBGRADE ELEVATIONS OR BEYOND INDICATED LINES
AND DIMENSIONS APPROVED BY THE ENGINEER. AUTHORIZED ADDITIONAL EXCAVATION AND REPLACEMENT MATERIAL
XISTING UNDERGROUND UTILITY NOTE: WILL BE PAID FOR ACCORDING TO UNIT PRICES INCLUDED IN THE CONTRACT DOCUMENTS (SUBJECT TO ESCALATION
1.ALL EXISTING UNDERGROUND UTILITIES SHALL BE LOCATED AND FLAGGED PRIOR TO START OF EXCAVATION OR DEMOLITION. CLAUSE ADJUSTMENTS).
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN T11E AREA AT LEAST 2 WORKING
DAYS, BUT NOT MORE THAN 10 WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION, 19. UNAUTHORIZED EXCAVATION IS EXCAVATION BELOW SUBGRADE ELEVATIONS OR BEYOND INDICATED LINES AND
DIMENSIONS WITHOUT APPROVAL BY THE ENGINEER. UNAUTHORIZED EXCAVATION SHALL BE WITHOUT ADDITIONAL
COMPENSATION. FILL UNAUTHORIZED EXCAVATION AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
MULCHING SPECIFICATIONS
1. MULCH TEMPORARY OR PERMANENT SEEDINGS IMMEDIATELY. AREAS THAT CANNOT
BE SEEDED ACCORDING TO THE PLANTING DATES SHOULD BE MULCHED TO PROVIDE
TEMPORARY PROTECTION OF OPEN AREAS, SHRUBS, AND TREES. USE AN ORGANIC
MULCH EXCEPT WOOD FIBERS FOR THE TEMPORARY PROTECTION.
2. 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. 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. THE FOLLOWING TABLE IS REFERENCED FROM NC EROSION CONTROL MANUAL SEC.
6-14.
MATERIAL
RATE
QUALITY
ORGANICS
tons/acre
Straw
1-2
Dry; avoid weeds
Wood Chips
5-6
Air dry
Wood Fiber
0.5 - 1
Bark
35 cy/acre
Air dry; shredded; chipped
Corn Stalks
4-6
Cut in 4-6 inch lengths
Sericea:
1-3
Green or dry; mature seed within
lespedeza
seed -bearing
stems
Cover area
heavy & uniform
NETS/MATTING
Jute net
Fiberglass net
Cover area
Excelsior
Covar area
(wood fiber mat)
Fiberglass roving
0.5 - 1
Continuous fibers with non -toxic agent
COMMON NAME
BOTANICAL NAME
SPECIES
SEED RATES
Ibs/acre
FERTILIZATION & FERTILIZATION AGRICULTURAL
LIMESTONE 10-10-10 LIMESTONE
Ibsfacre Ibs/acre
PLANTING
DATES
Rye Grain
Secale cereale
Nurse Crop
120
By Soil Test OR 1000 2000
8/15 - 12/30
12/1 -4/15
Kobe Lespedeza
Kummerwia striata v. kobe
Nurse Crop
50
By Soil Test OR 750 2000
12/1 -4/15
German Millet
Setaria italica
Nurse Crop
40
By Soil Test OR 750 2000
4/15-8/15
ION
CONTACT "CAROLING ONE CALL AT 1-800-632-494
20.
EXCAVATION
REQUIREMENTS FOR ALL BUILDINGS AND STRUCTURES SHALL BE SPECIFIED BY THE ARCHITECT,
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
STRUCTURAL
ENGINEER, AND/OR GEOTECHNICAL ENGINEER.
PERMANENT SEEDING SPECIFICATIONS
-COASTAL PLAIN anon -wetland solls�
21.
EXCAVATION
REQUIREMENTS FOR ALL UTILITIES SHALL COMPLY WITH MANUFACTURER'S REQUIREMENTS, UTILITY
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED OR RIPPED TO A MIN.
UTILITY NOTES:
REGULATORY
REQUIREMENTS, AND/OR AS INDICATED ON THE PLANS.
DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL
BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. IF NECESSARY,
1. THE CONTRACTOR SHALL COMPLY WITH THE BRUNSWICK COUNTY REQUIREMENTS. WATER METER(S) CANNOT BE SET AND
LIME AND FERTILIZER SHOULD BE INCORPORATED
INTO THE SOIL PRIOR TO SEEDING FOLLOW SOIL TESTS AS
ACTIVATED UNTIL ALL REQUIREMENTS ARE MET PER BRUNSWICK COUNTY.
22.
EXCAVATE TO SUBGRADE ELEVATIONS AS INDICATED ON PLANS.
SPECIFIED IN THE TABLE.
2. HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF ANY BUILDINGS.
23.
CONTRACTOR
SHALL NOTIFY GEOTECHNICAL ENGINEER WHEN EXCAVATIONS HAVE REACHED REQUIRED SUBGRADE.
2. THE FOLLOWING TABLE IS REFERENCED FROM NC
EROSION CONTROL MANUAL SEC. 6-11.
AND MAINS AND MAINTAIN 10
AND
3.
THE CONTRACTOR SHALL MAINTAIN 18 INCHES VERTICAL SEPARATION BETWEEN WATER SEWER
24.
IF GEOTECHNICAL ENGINEER DETERMINES THAT UNSATISFACTORY SOIL IS PRESENT, CONE E TINUXCAVAT
FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT
REPLACE WITH COMPACTED BACKFILL OR FILL MATERIAL AS INDICATED BY GEOTECHNICAL ENGINEER.
LEAST 48 HOURS PRIOR TO CONSTRUCTION WHERE WATER AND SEWER MAINS SEPARATION CANNOT BE MET.
25.
PROOF -ROLL SUBGRADE BELOW PAVEMENTS WITH A LOADED, TANDEM -AXLE DUMP TRUCK WEIGHING NOT LESS
4.
THE CONTRACTOR SHALL PROVIDE VERTICAL SEPARATION BETWEEN WATER AND SEWER SERVICES IN ACCORDANCE WITH THE
THAN 15 TONS IN ONE DIRECTION, REPEATING PROOF -ROLLING IN DIRECTION PERPENDICULAR TO FIRST DIRECTION
NORTH CAROLINA PLUMBING CODE, LATEST EDITION.
AS NEEDED. LIMIT VEHICLE SPEED TO 3 MPH. DO NOT PROOF -ROLL WET OR SATURATED SUBGRADES. ALLOW
GETOTECHNICAL ENGINEER TO INSPECT AND DETERMINE IF SUBGRADES ARE SUITABLE FOR CONSTRUCTION.
5.
THE CONTRACTOR SHALL PROVIDE DUCTILE IRON PIPE FOR AREAS WITH LESS THAN 36 INCHES OF COVER OVER SANITARY
SEWER AND WATER MAINS.
26.
RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR
CONSTRUCTION ACTIVITIES, AS DIRECTED BY GEOTECHNICAL ENGINEER, WITHOUT ADDITIONAL COMPENSATION.
6.
IF ANY EXISTING TO REMAIN OR PROPOSED WATER AND SEWER -PIPES AND STRUCTURES ARE DAMAGED DURING
CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE PIPES AND STRUCTURES
27.
UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE
AS NECESSARY.
COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. REMOVE AND REPLACE, SCARIFY AND AIR
DRY OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS
STORM DRAINAGE NOTES:
TOO WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT.
1.
STORM PIPE SHALL BE ADS N-12 DUAL WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE) WITH CORRUGATED WALL OUTSIDE
28.
PLACE BACKFILL, SOIL FILL, SUBBASE, AND BASE COURSES ON PREPARED SUBGRADES FREE OF MUD, FROST,
AND SMOOTH WALL INSIDE, UNLESS OTHERWISE NOTED OR ENGINEER -APPROVED SUBSTITUTE.
SNOW, OR ICE.
2.
STORM 'PIPE JOINTS AND WALL PENETRATIONS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S
FROM INFILTRATING INTO THE PIPE AND
29.
PLACE BACKFILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY
RECOMMENDATIONS, BUT AT A MINIMUM, BE SEALED SOIL TIGHT TO PREVENT SOIL
HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY
STRUCTURES.
HAND -OPERATED TAMPERS.
3.
STORM PIPE AND STRUCTURES WITHIN THE NORTH CAROLINA DEPT. OF TRANSPORTATION (NCDOT) RIGHT-OF-WAY SHALL
30.
SOIL MATERIALS TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT IN ACCORDANCE WITH
COMPLY WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
LATEST EDITION.
_COMPACT
ASTM D 698.
.STRUCTURES,
31.
COMPACTION REQUIREMENTS FOR ALL UTILITIES SHALL COMPLY WITH MANUFACTURER'S REQUIREMENTS, UTILITY
2
4.
STORM PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE.
REGULATORY REQUIREMENTS, AND/OR AS INDICATED ON THE PLANS.
5.
STORM 'PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND UNIFORM GRADES.
32.
COMPACTION REQUIREMENTS FOR ALL BUILDINGS AND STRUCTURES SHALL BE SPECIFIED BY THE ARCHITECT,
6.
STORM PIPES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER NOTES AND
STRUCTURAL ENGINEER, AND/OR GEOTECHNICAL ENGINEER.
THESE PLANS:
SPECIFICATIONS AS PART OF SE
LF OF TRENCH MAY BE OPENED AT ONE TIME.
33.
TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 1556, ASTM D 2167,
A.
B.
N0 MORE THAN 500
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
ASTM D 2922, AND ASTM D 2937, AS APPLICABLE. TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS
C.
EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED AND PASSED THROUGH AN
TRAPPING DEVICE AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT
A.
AND FREQUENCIES:
BUILDING AND STRUCTURE SLABS AND FOUNDATIONS: SPECIFIED BY THE ARCHITECT, STRUCTURAL
ENGINEER -APPROVED SEDIMENT
FLOWING STREAMS OR OFF -SITE PROPERTY AND DOES NOT CHANGE THE EROSION AND SEDIMENT CONTROL MEASURES AS
B.
ENGINEER, AND/OR GEOTECHNICAL ENGINEER.
ROADWAY AREAS: AT CENTERLINE AND UNDER CURB A MINIMUM OF 1 EVERY 200 FEET AND
INDICATED ON THE PLANS.
TWICE ON ANY ROADWAY LESS THAN 200' OR SPECIFIED BY NCDOT REQUIREMENTS.
7.
IF ANY EXISTING TO REMAIN OR PROPOSED STORM PIPES AND STRUCTURES ARE DAMAGED DURING CONSTRUCTION, IT
C.
TRENCH BACKFILL: AT EACH LIFT, AT LEAST 1 TEST FOR EACH 50 FEET OR LESS OF TRENCH
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE PIPES AND STRUCTURES AS NECESSARY.
D.
LENGTH.
WATER IMPOUNDMENT FILL SECTIONS: AT EACH LIFT, AT LEAST 1 TEST FOR EVERY 2500
8.
STORM 'SEWER MANHOLES 1N PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING &
COVERS'. MANHOLES IN UNPAVED AREAS SHALL BE 6 INCHES ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM
SQUARE FEET OR LESS OF AREA.
SEWER".
34.
ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH
SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH
REQUIREMENTS. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED
DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE OR REMOVE AND REPLACE SOIL TO DEPTH
REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED WITHOUT COST TO OWNER.
35.
PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL
MATERIAL WILL BOND WITH EXISTING MATERIAL.
36.
UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE FREE OF IRREGULAR SURFACE CHANGES. PROVIDE A SMOOTH
TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES.
37. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. FINISH SUBGRADES TO
COMMON NAME
BOTANICAL NAME
SPECIES
SEED RATES
FERTILIZATION &
PLANTING
NOTES
bs1acre
LIMESTONE
DATES -
Rye Grain
Secale oereale
Nurse Crop
40
By Soil Test
8/15-4/15
Wheat
Triticum eestivum
Nurse Crop
30
By Soil Test
8/15-4/15
German Millet
Setaria italics
Nurse Crop
10
By Soil Test
4/15-8/15
Browntop Millet
Urochloa ramosa
Nurse Crop
10
By Soil Test
4/15 - 8i15
Kobe Lespedeza
Kummerwia striata v. kobe
Nurse Crop
10
By Soil Test
5/1 -9/1
Sercicea Lespedeza
Lespedeza cuneata 'Dumont'
Non-native
Non-native
15
5-10
By Soil Test
By Soil Test
10/1 -4/1
9/1 - 511
Centipede Grass
Eremochloa ophiuroic
KY 31 Tall Fescue
Schedonorus phoenix
Non-native
100
By Soil Test
9/30 - 3/15
Bermuda Grass
Cynodon dactylon
Non-native
Native
25
3.50
By Soil Test
By Soil Test
4/15 - 6/30
12/1 -4/1
3.50 w/ 3 other seed species
Switchgrass
Panicum virgatum
shelter or blackwell
3.00
3.00 w/ 4 other seed species
2.50
2.50 w/ 5 other seed species
Indiangrass
Sorghastrum nutans
Native
7.00
By Soil Test
12/1 -4/1
7.00 w/ 3 other seed species
rumsey or osage or cheyenne
6.00
6.00 w/ 4 other seed species
5.00
5.00 w/ 5. other seed species
Only in western coastal plain
Indiangrass
Sorghastrum nutans
Native
7.00
By Soil Test
1/1 -5/1
7.00 w/ 3 other seed species
cheyenne
6.00
6.00 wl 4 other seed species
5.00
5.00 w/ 5 other seed species
Only in western coastal plain
Big Bluestem
Andropagan geradi
Native
7.00
By Soil Test
12/1 -5/1
7.00 w/ 3 other seed species
Eal
6.00
6.00 w/ 4 other seed species
5.00
5.00 w/ 5 other seed species
Little Bluestem
Schizachyrium
Native
7.00
By Soil Test
12/1 -.4/1
7.00 w/ 3 other seed species
sacoparium/carmon
6.00
6.00 w/ 4 other seed species
5.00
5.00 w/ 5 other seed species
REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: PERMANENT SEEDING/SOD RECOMMENDATIONS FOR LAWN AND SLOPES
A. LAWN OR UNPAVED AREAS: PLUS OR MINUS 1 INCH. 1 2
B. WALKS: PLUS OR MINUS 1 INCH.
C. PAVEMENTS: PLUS OR MINUS 1 INCH OR COMPLY WITH NCDOT REQUIREMENTS.
38. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR PARTIALLY COMPLETED
SURFACES BECOME ERODED, RUTTED, SETTLED, OR WHERE THEY LOSE COMPACTION DUE TO SUBSEQUENT
CONSTRUCTION OPERATIONS OR WEATHER CONDITIONS. SCARIFY OR REMOVE AND REPLACE SOIL MATERIAL TO
DEPTH AS DIRECTED BY GEOTECHNICAL ENGINEER; RESHAPE AND RECOMPACT WITHOUT COST TO OWNER.
39. PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING, AND EROSION. KEEP FREE OF TRASH AND DEBRIS.
Ile
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SITE INVENTORY NOTES � � � ' ' �y �� 3 � SEAL.,
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1. SOIL TYPES:
FORESTON SOILS
po
x �
2. THERE ARE NO CONSERVATION OVERLAY ZONES AFFECTING THIS PROPERTY.
DEVELOPMENT STD. 1 OVERLAY DISTRICT CDS 1 w \yBRANG
THERE IS A CORRIDOR � } w _.•.•—•—'''� -
��►�rrrrr��
3. THIS SITE IS NOT IMPACTED BY ANY HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE. *' ;
4. NO CEMETERIES WERE EVIDENCED ON THE SITE.
5. NO TREES WERE FOUND ON THE SITE.
6. NO WETLANDS HAVE BEEN FOUND ON THE SITE.
w \ ��
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
8. THE TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA, BASED ON
9 MAP NO. 3720202900J DATED JUNE 2 2006.
BRUNSWICK COUNTY DFIRM PANEL 202 �
u. SS—MH Q
9. RESEARCH RESULTED IN NO FINDINGS OF PROPOSED THOROUGHFARES, BIKE ROUTES, ►NV=18.53 \
PEDESTRIAN SIDEWALKS OR TRAILS, OR TRANSIT FACILITIES AFFECTING THIS PROJECT.
10. THE TRACT DRAINS INTO THE LOCKWOOD FOLLY WATERSHED. \
;y
DEVELOPMENT NOTES 32 \
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE BRUNSWICK COUNTY 4
UNIFIED DEVELOPMENT ORDINANCE.
STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED. \ �G •�
4 \
2. ALL CITY, �, tQ` .9► ` \
DEVELOPMENT DATA \ �'
1. BRUNSWICK COUNTY PARCEL NO.. 1680007608 -�
PIN NO.: 202905173523 \
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TRACT 1 AREA 60,548 SF (1.39 AC) \ p.
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2. ZONING DISTRICT: N/F z'400l ;�:4 7r,r, �
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- COMMERICAL LOW —DENSITY - C—LD OR CO—LD BRUNSWICK CO.
;.:\nVFRI AY nISTRICT — cDS-1 BOARD OF REALTORS , P: VATS\
PER 100 SQFT RESTAURANT.
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SANITARY SEWER MANHOLE S R�W w
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STORM DRAINAGE PIPE r .....,,.. • ,.:.k ., ., .,... ;r:
STORM DRAINAGE STRUCTURE
FIRE HYDRANT
125' AWAY FROM .. misting
Q
TREES AND SHRUBS
\ WOOD SIGN�tL 'POLE Hydrant
CONCRETE
GRAPHIC SCALE
30 0 15 30 60
SILT FENCE
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1 inch 30 ft.::::
MAC 2010
PROPERTY ADDRESS: 106 SOUTH PORT —SUPPLY RD, SUP�•.ov
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8' SHADOWBOX FENCE SECTIONS
2X6" WESTERN RED CEDAR #1
01
4X4" PRESSURE TREATED PINE POST
T
3 — 2X4" PRESSURE TREATED STRINGERS
1 X6" WESTERN RED CEDAR #1
VERTICAL FENCING
00
d- FINISHED GRADE
co CONCRETE FOOTING
`k 4X4" POSTS SPACED 8' ON CENTE*
ELEVATION
2X6" CAP 2X4" STRINGER
4X4" POST
w 1 X6" VERTICAL
FENCING
2X6" CAP V 2X4" STRINGER
1 X6" VERTICAL FENCING
2X4" STRINGER UNDER CAP
4X4" PRESSURE TREATED PINE POSTS
PLAN SECTION
SHADOWBOX WOOD FENCING DETAIL
DUMPSTER AND HVAC SCREENING
NOT TO SCALE
Q
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CENTERLINE OF METER PROPERTY LINE -�-
a VARIES - SEE PLAN
SERVICE LINE TO BE OR VARIES
AS DIRECIED
A MINIMUM OF 28" BELOW
bd CENTERLINE OF WATERLINE CURB GRADE.
Qr. F rf�`•: ai.:
f c!i s:f,. WATER METER _,,.
� �`�'" {YOKE. WHEN REQ'D.) �
h; ; <r / WATER
C o r 2. 1<. >. i METER
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�i _ •�\:��`•�/I/f, .•.•,%/� NOTE: CURB STOP iu BOX
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OD �ou
Z -1 H W ? a DIRECTED BY OWNER
-P C = n w
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BY OTHERS
tt
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D
SERVICE SADDLE, SEE SPECS. BRICK OR BLOCK BASE
m om
DETAIL 1 INCH WATER SERVICE
m NOT TO SCALE
ii1 r
PROTECTIVE ENCLOSURE
<=c DIRECTION OF FLOW
INDOOR INSTALLATION
DOUBLE CHECK VALVE ASSEMBLY
NOT TO SCALE
1 /2" R 6' 18r
3" R 6" CRUSHED
AGGREGATE
• 1 8" R BASE COURSE
LEVEL
NA
EXPANSION JOINT
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ROADWAY PAVING
CURB AND GUTTER OR AS SHOWN ON PLANS)
24 CURB AND GUTTER 24" CURB & GUTTER
(REVERSE SLOPE) TERMINATION DETAIL
CURB AND GUTTER (SPILL TYPE)
NOT TO SCALE
1 /2„ R --,, I 6' _ lg" _
3" R 6" CRUSHED
AGGREGATE
BASE COURSE
cu
LEVEL i0.-' 90'
Z".
EXPANSION JOINT
{TO BE USED WHEN PAVEMENT IS SLOPED TOWARD THE ROADWAY PAVING
CURB AND GUTTER OR AS SHOWN ON PLANS}
24" CURB AND GUTTER 24 CURB & GUTTER
(STD SLOPE- TERMINATION DETAIL
CURB AND GUTTER (STD TYPE)
NOT TO SCALE
00
1'-6" x 1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN TO
READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO
WOOD POST W/ 3/8" CADMIUM
PLATED NUTS, BOLTS AND WASHERS -
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WOOD POST
WITH 3/8" CADMIUM PLATED NUTS,
BOLTS AND WASHERS-
6" x 1'-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE", AS
REQUIRED. BOLT TO WOOD POST
COLORS WITH 3/8" CADMIUM PLATED NUTS,
LEGEND AND BORDER: GREEN BOLTS AND WASHERS -
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND: WHITE PRESSURE TREATED
4"x4" POST -
FINISHED GRADE -
I--- 3/8" (TYP)
122'
LEGEND AND BORDER: GREEN
BACKGROUND: WHITE
NOTES:
1. SIGN DETAILS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION.
TYPICAL HANDICAPPED SIGN DETAIL
NOT TO SCALE
6" CONCRETE
a
COMPACTED
FILL MATERIAL
6"X6" W1.4xW1.4
WELDED WIRE FABRIC (W.W.F.)
1" FROM BOTTOM
NOTE:
1. CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS
(MIN. 5% AIR ENTRAINED CONCRETE).
CONCRETE PAVEMENT DETAIL
D U M PSTER PAD, GAS TANK PAD, & CANOPY PAD
NOT TO SCALE
E.. .: 2.0" SURFACE
' COURSE, SF9.5A
j, 6" CRUSHED
AGGREGATE BASE
COURSE
COMPACTED
�' r••` �. ' '�.. " ..�` .`.���, �' � °•... " ,�`` ��`'' , FILL MATERIAL
ASPHALT PAVEMENT DETAIL
PARKING LOT AND DRIVEWAYS
NOT TO SCALE
5.0 FT
FACE OF
BUILDING
ASPHALT
PAVING 77
"
ZIX
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` `•..
6"x6" W1.4xW1.4
EARTH
os :�, COMPACTED WELDED WIRE FABRIC
'
(W.F.F.)
ONE CONT.
1 " OFF BOTTOM
BASE 4" •#4 BAR
COURSE
GENERAL NOTES:
1. A GROOVE JOINT 1 DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK
AT 5' INTERVALS.
2. ONE 1 /2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS.
3. A 1 /2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND
GUTTER AND ANY RIGID STRUCTURES.
4. IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30'
INTERVALS.
5. CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS (MIN. 5% AIR ENTRAINED CONCRETE).
CONCRETE WALK TURNDOWN CURB DETAIL
NOT TO SCALE .
NOTES:
1. DEDECTABLE WARNING PADS ARE TO BE INSTALLED WHERE RAMPS
LEAD TO VEHICULAR TRAFFIC AREAS.
2. DEDECTABLE WARNING PADS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION.
BUILT—UP CURB HANDICAP RAMP DETAIL
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95% MODIFIED PROCTOR IF
UNDER PAVEMENT
hr�\,�irir\sir\err\T\\�\�ir�,�ir\�igx
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ly\ \ \\ REPOSE OF SOIL OR AS
SPECIFIED BY MANUFACTURER
%
AND/OR ASTM D2321.
BACKFILL MATERIAL
\/
\�r`\��//
\ \ \\\\rr\\j
/ / ABOVE SPRINGLINE
SHALL BE SPECIFIED BY
MANUFACTURER AND/OR
/ /
\ ASTM D2321.
c�i
HAUNCH BACKFILL
z/\,�f� MATERIAL SHALL
t\\
\\\ BE SPECIFIED BY
MANUFACTURER AND/OR
ASTM 02321.
BEDDING MATERIAL SHALL
BE SPECIFIED BY
MANUFACTURER AND/OR
PIPE WIDTH
+ 18"
ASTM D2321.
NOTES:
1. INSTALL IN ACCORDANCE WITH ASTM
D2321, "STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",
LATEST EDMION.
STANDARD PIPE
TRENCH DETAIL
NOT TO
SCALE
TYP. CROSS-SECTION
NOT i SCALE
THREADED SLOTTED
CAST IRON PLUG
TRAFFIC CAP
THREADED CAST-- =­.
IRON HUB. 1
4
STAINLESS
STEEL HOSE
--;,4*' CLAMPS A.C./D.I. TO 4" C.I.IPLASTIC
MIN. 1r4" THICK EPDM COUPLING
TRAFFIC C/O CAP ASSEMBLY
RISER SHALL BE 4" SDR 26 PVC --
EXCEPT IT SHALL BE 4" D.I. IF THE
LATERAL ITSELF IS DUCTILE IRON
I. INSTALLATIONAND MATERIALS OTHER THAN AS
SHOWN MUST BE APPROVED BY LOCAL
PUBLIC WORKS.
2. LATERAL SHALL. CONFORM TO ASTM SPECS. D-3034
S©R 26 UNLESS OTHERWISE INDICATED AS DUCTILE _
IRON.
3. ALL D.I. PIPE SHALL HAVE AN'INTERIOR LINING OF _
CERAMIC EPDXY OR FUSED CALCIUM ALUMINATE�
CEMENT WITH FUSED CALCIUM ALLUMINATE
AGGREGATES. THE ENTIRE D.I. LATERAL SHALL BE
COMPRISED OF D.I. PIPE AND MECHANICAL JOINT
FITTINGS.
4. ALL CONNECTIONS SHALL HAVE. RUBBER GASKET (� }Tf ! 1 1 i- 1=11 1=71 I �=� ( I=I i l=l 114
SEALS SHALL
INSTALLED. I . -i �. t-1
5. LATERALL SHALL CONFORM. TO THE 1/4" PER. FOOT 1-1I f= _ _
MINIMUM SLOPE. MAXIMUM CLEAN OUT SPACING
FOR W' PIPE.IS 75 FT, AND W PIPE IS 100 FT.
6. PVC COMBINATION SHALL BE 2 PIECE TEE WYE, 1 JJ ( ((
GASKETED, SDR26, AS MANUFACTURED BY HARCO,
GPK OR APPROVED SUBSTITUTE.
SEVER SERVICE CLEANOUT DETAIL
NOT TO SCALE
CUT, TYP.
ZAIN INTO
WIG ISLAND
z
PERMANENT ASS'Y
SEE CLEANOUT CAP ASS'Y
GLUE CAP OR MJ PLUG
FOR Alai TESTING (TO
REMAIN)
EXTEND SS TO RfW OR
PROPERTY LINE (DI OR
= PVC, DEPENDING ON
LATERAL MATERIAL)
PVC SDR26 2 PIECE
f_ GASKETED
COMBINATION OR # - ECH
JOINT FITTINGS, IF D.I.
LATERAL.
WETLAND CRADINC 8c PLANTING NOTES:
1. PROVIDE ACCESS FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT PER
STORMWATER WETLAND OPERATION --MAINTENANCE AGREEMENT.
2. KEEP A WRITTEN RECORD OF MAINTENANCE ACTIVITY PER STORWMATER WETLAND
OPERATION -MAINTENANCE AGREEMENT.
3. AT MATURITY, 50% OF THE INSTALLATION MUST BE GROWING AND HEALTHY.
4. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR
GREEN CROPS.
5. WEEDING ID OFTEN NECESSARY IN THE FIRST GROWING SEASON ESPECIALLY
FROM SEEDED GRASSES CHIKING OUT WETLAND PLANTINGS. REMOVE THE
GRASS AROUND THE PERIMETER OF THE WETLAND U[ TO 6" ALONG THE SLOPE.
USE BERMUDA SOD INSTEAD OF SEEDS AND WEEDING WILL BE REDUCED.
6. HARD SOILS MAY REQUIRE LOOSENING TO A DEPTH OF 6".
7. THE OPTIMAL TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO
THAT WETLAND PLANTS ROOTS WILL GROW TO SURVIVE THE WINTER.
8. POST -NURSERY CARE OF THE WETLAND PLANTS IS VERY IMPORTANT IN THE -
INTERVAL BETWEEN DELIVERY OF THE PLANTS AND INSTALLATION. THE PLANTS
SHOULD BE WATERED FREQUENTLY, FERTILIZED, AND SHADED TO AVOID LOSS
OF PLANTS.
9. A WET HYDROSEED MIX SHALL BE USED TO ESTABLISH A VEGETATIVE COVER
WITHIN 14 DAYS OF THE FINAL GRADING OF THE WETLAND ASSUMING THE
WETLAND DRAINAGE AREA IS STABILIZED.
LOCAL NURSERIES CERTIFIED BY NCDA:
GROWING WILD NURSERY www.growingwildnursery.net
193 MURPHY RD
BURGAW, NC 28425
[phone]
CAROLINA NURSERIES www.car'olinanurse6es.com
739 GAILLARD RD
MONKS CORNER, SC 29461
[phone]
CAROLINA GREENERY www.carolinagreenery.COM
375 CARTHAGE RD
WEST END, NC 27376
(910) 947--3150
COASTAL PLAIN CONSERVATION NURSERY www.coostalplainnursery.com
3067 CONNERS DR
EDENTON, NC 27932
[phone]
BERMUDA SOD WITH
(RECP) (NORTH AMERICAN GREEN DS75
SINGLE NET W/ STRAW)
OR ENGINEER- APPROVED SUBSTITUTE}
12"
20 FT
TOP OF WETLAND=26.00 10 YR STORM ELEV=25.06
z>
1-Y0RM ELEV=24.37
r SZ T.P.E. ELEV=24.1
SPWY ELEV= 25.00
S.H W.T. APPROX. 23.50 j- P.P.E.. ELEV=23.00
Ju
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
STORM DRAINAGE i
PIPE INLET
SEE GRADING PLAN
FOR PIPE INVERTS
COMMON NAME;
MIN.
WATER
NIU
PLAN IlKS
TYPE
KEY
NO.
BOTANICAL NAME
VARIETY
SIZE
ZONE
DEPTH
REMARKS
1VC
25
'
ILEX VERTICILLATA CACAPON
T BERRY
COMMON WINTER
3 GAL.
S.L.
UP TO
12"
36" O.C.
POLLENATE W/ 'JIM DANDY
WETLAND
CA
25
CLETHRA ALNIFOLIA
" 16 CANDLES"
SWEET PEPPERBUSH
1 GAL."
S.L.
UP TO
12
YELLOW FRAGRANT/SHOWY ©WY FLOWER
SHRUBS
UP TO
IV
38
ITEA VIRGINICA
VIRGINIA SWEETSPIRE
1 GAL.
S.L.
121I
RED FALL FOLIAGE
UP TO
30" O.C.
AC
70
ACORUS SUBCORDATUM
SWEETFLAG
1 GAL.
S.W.
6"
HERBACEOUS EMERGENT
TO
24" O.C.
IVB
200
IRIS VIRGINICA
BLUE FLAG IRIS
CONT.S.W.UP
S
12"
HERBACEOUS EMERGENT
WETLAND
PLANTINGS
HM
50
Hlllscus MOSHEUTOS
ROSE MELLOW
1 GAL.
S.W.
UP TO
�2 oil
HERBACEOUSEMERGENT
JE
150
JUNCUS EFFUSUS-PYLAEI
SOFT RUSH
LG. PLUG
S.W.
UP TO
36"
24" O.C.
AQUATIC PLANT
PC
S0
PONTEDERIA CORDATA 'BLUE'
BLUE PICKEREL WED
1 GAL.
S.W.
UP TO
12"
30" O.C.
AQUATIC PLANT
NLA
3
NUPHAR LUTEA - ADVENA
YELLOW POND LILY
1 GAL. BAG
D.P.
UP TO
36"
AQUATIC PLANT
FOREBAY X3
DEEP POOL DEEP
(D.P.) r TOPSOL >0 POOH.
(D.P.)
6" SEDIMENT
STORAGE
FOREBAY DEEP POOL
(D.P.)
BOTTOM ELEV=21.00 (NORTH FOREBAY)
BOTTOM ELEV=20.00 (WEST FOREBAY)
,�'�11tTI1jlAlr�i�$
e
CAROZ *,o®,
Nei 0
SEAL.. ,•
034354oft
40-AC
100-- I VB
26-HM
100- JE
40-PC
V'� I V v r v v
20-PC 5-CA 10-CA
8-IV
15--1 V
STORMWATER WETLAND PLANTING DETAIL
1 " =20'
(NCDENR BMP PRACTICE CHAPT. 9)
12" DIA HOPE RISER PIPE (2 IF)
WITH 10" DIA HOPE BARREL 2 FT EMERGENCY SPILLWAY
AND 18"xt8x12" CONCRETE ANCHOR BLOCK.
ti„�.'- � SEE DETAIL
i EtEV=25.00
SHALLOW LAND
R
T
" SHALLOW WATER
(S.L.} (©-2 DEPTH} ._ _... � ..._
BOTTOM EL .V-22.83-t (S.W.) (4--6" DEPTH)
BOTTOM ELEV=22.60-+- INV 22.50
73 LF 10" DIA HOPE BARREL 0.68%
>0 \ \ \ ) . ROADS DE ITCH
r TOPSOL x)
le TOPSOL LOOSELY COMPACTED toomx COMPAMEDOUTLET i .25" OIA PVC OR HOPE
DEEP POOL LOW -FLOW ORIFICEE A U`4 E IN` E D
(D.P.) {PENETRATES HOPE RISER)
ELEV=23.00
MAR 2 '01
DEEP POOL
(D.P.) DWQ .
BOTTOM ELEV---20.00 r ,®
OUTLET DEEP POOL )PROD W L 0 t
(D.P.)
BOTTOM ELEV=21.00
STORMWATER WETLAND TYPICAL SECTION
NOT TO SCALE
(NCDENR BMP PRACTICE CHAPT. 9)
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ADJACENT DRIVEWAY LOCATIONS
SCALE: 1 =100'
��i IAICIAIIl�I! /Vl1'f i! IN
' J— .r—. "'�i — , •_a. ..tea, • ® ®'•T' �,'_ .�i'�— 4 # i
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DETAILS,• C ' 7" Existing Lone"
1 " FT FROM EOP y`\ ` [ j o
All
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(Right Taper"Lane)
P�RlVA n. ......r :.....:. ;.F Y
COUNTRYSIDEDRIVE
FY
STREET'
iNV 24-.39, E I:�s �'.. F � i
s' r:•� •r:�': �!r _ t :.:.•...... :...... 0 T=20.59' _ `, si;:., zz`'' "n
r!! <.:::::.::y,�. ; ...::r bUT-244.23 . Ir Pvc w�IR V=20.44 , •� � , : ti <.4.•
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., w. _ . <: � .: :.. ::...� :::.. .:,��•,��� \. :��r..... : {:ra: .': .v..,......: ryv,..rr�,.;�.�y.. r:}l.. •r �.,. x.»....r
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SIGN --9E
R W w \t� W .W ' w SIGNAL
AL
OH I POLE
150100 $1 FIRE- HYDR -NT
5' AWAY FROM 12 Existing
ROW , W00 SIGN •L 'POLE. Fire
N.C. HIGHWAY 211 (100'ROW) AND SR 1 1 15 (60') 435.27 Hydrant
POSTED SPEE
D LIMIT: 55 MPH
HWY 21 1 POS • . .
IT: 45 MPH
115 POSTED SPEED LIMIT: ALE
S R 1 GRAPHIC SCALE
g�yl
30 0 15 30 60
:::...
:.:.:.:::::•.. MAC
SITE GRADING DRAINAGE AND UTILITIES PLAN 1 :: � .��, _• :. .• :. • :• .:...
inch = 30 ft. :.:.....
i
SCALE: 1 "=30' :
PROPERTY ADDRESS: 106 SOUTH RD, SUP ,
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LANDSCAPE CALCULATIONS
PARKING LOT PLANTED ISLANDS —
1 ISLAND/20 PARKING SPACES WITH (1) TREE 8 FT HEIGHT. MIN. ISLAND AREA=100 SF
ISLANDS REQ'D = 1.20
ISLANDS PROVIDED = 2.00
SPECIES SELECTED — €CRAPE MYRTLE; WHITE VARIETY1 & )DWARF INDIAN HAWTHORNE; BAY BREEZE)
FRONT STREET BUFFER — HWY 211 (SIDE #4) CDS BUFFER ALTERNATIVE (B)
FRONTAGE LENGTH = 326.24 LF
REQ'D: 3 FLOWERING TREES EVERY 50 LF & 4 FLOWERING TREES EVERY 100 LF
20 FLOWERING TREES & 6 SHRUBS EVERY 50 LF
D• F OWERI G TREES AND 40 SHRUBS
PROM 20 L N
SPECIES SELECTED —
IDOGWOOD; CLOUD 9j & IDWARF INDIAN HAWTHORNE; BAY BREEZE)
SIDE STREET BUFFER
— STONE CHIMNEY (SIDE #1) — STREET BUFFER ALTERNATIVE (3)
FRONTAGE LENGTH =
202.21 LF
REQ'D: 4 UNDERSTORY TREES PER 100 LF
PROVID: 7 UNDERSTORY TREES
SPECIES SELECTED —
€DOGWOOD; CLOUD 9j
DUMPSTER/HVAC LANDSCAPE SCREENING
SCREENING LENGTH =
36 LF
REQ'D: 1 SHRUB PER
4 LF OF SCREENING
PROVID: 14 SHRUBS
SPECIES SELECTED —
-A
)INKBERRY HOLLY; SHAMROCK
Trans
Di
P<
Roaa ui � �Stormwater Wetland
8'
10'
HWY 211 CDS STREET BUFFER CROSS—SECTION
NOT TO SCALE
PLANT LIST
KEY
NO.
BOTANICAL NAME
COMMON NAME;
VARIETY
MIN.
SIZE
PLANTING
REMARKS
FLOWERING DOGWOOD;
15-25' HT.
CF
29
CORNUS FLORIDA
CLOUD 9
4" Cal.
STREET BUFFERS
INKBERRY HOLLY;
12-24"Ht.
MUST BE 2 FT TALL
IG
14
ILEX GLABRA
SHAMROCK
3 GAL.
AT PLANTING AND
REACH 6 FT AT MATURI
CRAPE MYRTLE;
5-15' Ht.
LH
2
LAGERSTROEMIA HYBRIDS
WHITE VARIETY
.,
2.5 Cal.
PARKING ISLANDS
PT
52
PITTOSPORUM TOBIRA
DWARF INDIAN HAWTHORNE;
24-36"Ht.
STREET BUFFERS
PARKING ISLANDS
BAY BREEZE
5 GAL,
O.C. - "ON CENTER" CAL. - "CALIPER AT 6" ABOVE GRADE" GAL - "GALLON CONTAINER"
MIN. PLANTING SIZE: SHADE TREES=2.5-4" CAL. MULTI -STEM 8-10' SHRUBS= 12"
PLANT LEGEND
CF LANDSCAPE AREAS
(FLOWERING DOGWOOD)
— PARKING INTERIOR PLANTING
IG
Y (INKBERRY HOLLY)
— LH
(CRAPE MYRTLE)
— PT
(DWARF INDIAN HAWTHORNE)
o \IV
p
Transmission/ \ \ p
Distribution �\
Power Lines
Road Ditc
h
Picnic Area/Parking N/F , .^ �.
BRUNSWICK CO. '% ..a.-f..
rF f F'F^...
BOARD OF REACTORS �•���>>�:. ����. �r.�:
20' Deed Book 1946, Page 253''''
Gravity Sewer Maintenance Easement See Map Book 25, Page 511...�>�,,,
PIN: 16800098 C>
STONE CHIMNEY RD STREET BUFFER CROSS—SECTION ZONING: CO—LD E T E T N T I 0 N D AST 25�3
NOT TO SCALE ` \
PRUNE PROPORTIONALLY TO
TO PREVIOUS
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
4" MULCH
SAUCER WIDTH —
FINISHED GRADE
PLANTING SOIL TO BE
WORKED —UP SOIL DUG
+ ++ + +++
FROM THE PLANTING HOLE
++ ++
+ +
SUBSOIL BROKEN
+++ .+
++
W/ PICK
+++ +
+ +
CUT ROOTS AS NECESSARY
VARIES
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
2' GREATER
THAN WIDTH
SHRUBS SHALL BEAR THE SAME
OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
EXISTING GRADE
N/F
CAMPBELL BROTHERS
INVESTMENTS, LLC
Deed Book 2167, Page 0298
0
2.05 AC.t
(FUTURE DEVELOPMENT)
4 \
14—IG
Dumpster & HVAC
` Plant Screening.
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034354
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N/F
BRUNSWICK ABA, LLC
Deed Book 2349, Page 698
PIN: 16800095
ZONING: CO —NC
(1025 Sqft)
LANDSCAPE SIDE #1 —
STREET BUFFER ALTERNATIVE (3)
/— Open Area — Bermuda Sod
N/F
HAROLD & BRENDA FULLWOOD
Deed Book 1209, Page 824
PIN: 16800096
ZONING: CO —NC
®DTI
AS 2s I.� N
T�; '�:
Plat Book 32, Page 401 : f \ \
%p
PIN:1680007608
ZONING. CO—LD _ G`
PICNIC AREAS \
I
1 LH
3 GREEN SPACE
PLANTING DETAIL tV
TYP. SHRUB L
4 PT : �y \
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