SW1080104_Plansheets_20080507

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GENERAL NOTES:
GRADING NOTES:
STAKING AND MATERIALS PLAN NOTES:
CONSTRUCTION SEQUENCE:
EROSION CONTROL NOTES:
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1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF MILLS
1. ON -SITE BURIAL PITS REQUIRE AN ONSITE DEMOLITION LANDFILL PERMIT FROM
THE ZONING ADMINISTRATOR.
1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
PHASE 1 (PRE -CONSTRUCTION)
1. REFER TO SITE DETAILS SHEET FOR EROSION CONTROL DETAILS AND SPECIFICATIONS.
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RIVER LAND USE ORDINANCE.
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2. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE COU/NTY STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
1. SET-UP PRE -CONSTRUCTION MEETING ON SITE WITH TOWN OF MILLS RIVER INSPECTOR.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
APPROPRIATE REGULATORY AGENCY.
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CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR ROADS
3. CONTRACTOR SHALL ESTABLISH AND VERIFY THE POINT OF BEGINNING (P.O.B.) AND STAKE
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AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE TOWN OF MILLS RIVER LAND USE
ORDINANCE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
SIZE AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
NOTIFY MCKIM & CREED IMMEDIATELY
2. INSTALL CONSTRUCTION ENTRANCE, DIVERSION DITCHES, SILT FENCE, ROCK CHECK DAMS. AND
OTHER EROSION CONTROL MEASURES AS REQUIRED TO BEGIN GRADING OPERATIONS. INSTALL
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
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VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
OF ANY DISCREPANCIES.
ANY ADDITIONAL MEASURES AS DIRECTED BY THE INSPECTOR AT THE PRE -CONSTRUCTION
NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
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3. ALL STREETS WHICH ARE NOT A STATE MAINTAINED STREET SHALL BE GRADED AND PAVED
4. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS
MEETING.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE
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BY THE DEVELOPER IN ACCORDANCE WITH NCDOT, DIVISION OF HIGHWAYS STANDARDS FOR
PAVED STREETS WITH CURB AND GUTTER.
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
OTHERWISE NOTED.
3. INFORM THE INSPECTOR OF THE INSTALLATION OF NECESSARY EROSION CONTROL DEVICES
NCDENR EROSION CONTROL INSPECTOR.
4. TRAFFIC CONTROL DEVICES. TRAFFIC CONTROL DEVICES SUCH AS STOP, YIELD AND SPEED
PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY OWNERS.
S. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND
UPON INSTALLATION AND SET-UP AN INSPECTION TO VERIFY COMPLIANCE WITH STANDARDS.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
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LIMIT SIGNS (BUT NOT INCLUDING ELECTRIC OR ELECTRONIC TRAFFIC SIGNALS) SHALL BE
5. IN ORDER TO ENSURE PROPER DRAINAGE CONTRACTOR SHALL MAINTAIN A MINIMUM
CONSTRUCTION DOCUMENTS.
PHASE 2 (GRADING OPERATIONS
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
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INSTALLED ON PUBLIC STREETS BY THE DEVELOPER AT THE APPROPRIATE LOCATIONS AS
OF 05% SLOPE ON THE CURB.
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6. STOP SIGNS SHALL BE STANDARD MUTCD STOP SIGN (R1-1, 24'X24').
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DETERMINED BY NCDOT. INSTALLATION STANDARDS AND MATERIALS SHALL BE IN CONFORMANCE
6. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
4. BEGIN CLEARING AND GRUBBING THE SITE.
6. THE TOTAL SITE ACREAGE IS 14.50 AC. THE TOTAL DENUDED AREA IS 9.20 AC. THE SOIL
WITH NCDOT STANDARDS FOR SUCH DEVICES.
IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS
CLASSIFICATIONS ARE FaC THROUGHOUT THE SITE,
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE
OF THE STREAM ALL DEBRIS LOGSTIMBERTRASHJUNK AND OTHER ACCUMULATIONS
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STREET/SIDEWALK/DRIVEWAYS:
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5. BEGIN GRADING OPERATIONS.
7. CONTRACTOR TO PROVIDE A DOUBLE ROW OF SILT FENCE BETWEEN THE
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MADE BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT).
7. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED A5 FLOODWAY DISTRICT
6. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING OPERATIONS.
DISTURBED AREA AND
ALL CREEKS, WETLANDS, AND LAKES, AS APPLICABLE.
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FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE 1S
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA
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6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I. AT 28 DAYS
SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS.
(NCDOT)
DEPARTMENT OF TRANSPORTATION NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
7. INSTALL SLOPE DRAINGS AND DIVERSION DITCHES ALONG TOPS OF FILL SLOPES.
8. ROCK CHECK DAMS TO BE SPACED A MAXIMUM OF 100 FEET ALONG ALL TEMPORARY
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AND SHALL COMPLY WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS.
UNLESS OTHERWISE SPECIFIED.
DIVERSION DITCHES AND PERMANENT DRAINAGE SWALES IN ORDER TO MAINTAIN A NON -EROSIVE
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7. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING
8. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY
2. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR
8. AS THESE AREAS ARE BROUGHT TO GRADE, SLOPE DRAINS AND DIVERSION DITCHES SHOULD
BE CONTINUOUSLY MOVED UP THE SLOPE AS FILL INCREASES.
VELOCITY OF LESS THAN 5FT/SEC FOR THE 10-YEAR STORM EVENT.
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COMPOUND WHICH MEETS A.S.T.M. SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO
REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLATION.
PATCHING OR WIDENING STRIPS.
400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE.
9. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
ESE AREAS BROUGHT
R UG T TO FINISHED GRADE, THEY SHALL BE SEEDED AND
9. NO WORK IS TO TAKE PLACE IN, OR ADJACENT TO ANY WETLAND AND/OR STREAM IMPACTS
UNTIL APPROVAL HAS BEEN GRANTED BY THE USACE AND NCDENR. /
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3. PAPER JOINTS SHALL BE USED TO SEAL THE ENDS OF AN ASPHALT POUR SO THAT FUTURE
FERTILIZED RS SOON AS POSSIBLE.
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8. ALL BACKFlLL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL
10. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUME
EXTENSIONS CAN BE MADE WITHOUT CAUSING ROUGH JOINTS.
PHASE 3_(GRADING OPERATIONS)
10. IF NECESSARY, SLOPES THAT EXCEED {8} VERTICAL FEET SHOULD BE STABIILIZED WITH
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BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO
RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED
RETAINING WALLS ON THE SITE. DESIGN OF ALL RETAINING WALLS IS TO BE PER NC
4. WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO
SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO
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TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF
ROLLING.
BUILDING CODE SECTION 1610.3. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED
PREVENT "HUMPING" AT THAT LOCATION.
10. AFTER GRADING OPERATIONS ARE COMPLETE, CONTACT THE INSPECTOR FOR APPROVAL TO
INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED
UNTIL THE SLOPE IS BROUGHT TO GRADE.
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BY A NC LICENSED ENGINEER. UPON COMPLETION OF WALL, A NC LICENSED ENGINEER
5- STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE
BEGIN STORM DRAINAGE AND UTILITY CONSTRUCTION.
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9. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFIELD WITH SUITABLE MATERIAL
WILL SUBMIT A SEALED LETTER TO MCKIM & CREED THAT RETAINING WALLS WERE
WITHIN SEVEN DAYS FOLLOWING STONE
BASE APPROVAL.
11. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE
IMMEDIATELY AFTER THE PIPE IS LAID.
CONSTRUCTED PER THE ENGINEERING DRAWINGS.
11, UPON INSPECTION AND APPROVAL, BEGIN CONSTRUCTION OF STORM DRAINAGE AND OTHER
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO
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11. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO THE TOWN OF
6. SURFACES SHALL BE TACKED WHEN ASPHALT' IS BEING PLACED OVER EXISTING ASPHALT
UTILITIES.
CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED; UNLESS ACTIVITY IN THAT •
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10. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY
MILLS RIVER PRIOR TO CONSTRUCTION.
STREETS OR ADJOINING CONCRETE, STORM DRAIN AND SANITARY SEWER STRUCTURES.
12. INSTALL INLET PROTECTION, ROCK CHECK DAMS AND DIVERSION DITCHES DURING THE
PORTION OF THE SITE WILL RESUME IWTHIN TWENTY ONE (21) DAYS.
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OBTAINABLE WITH THE STANDARD PROCTER TEST.
CONSTRUCTION OF THE STORM DRAINAGE SYSTEM.
11. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN
12. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE
RESTRICTIONS OF THE TOWN OF MILLS RIVER DEVELOPMENT dRDINANCE
7. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A
TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY
13. DIVERT ALL RUN-OFF OUT OF THE STORM DRAINAGE SYSTEM AND INTO THE APPROPRIATE
12• ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS
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EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS,
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NCDOT AND ARE BASED ON FIELD CONDITIONS.
SEDIMENT BASIN PRIOR TO LEAVING THE DENUDED AREA.
OR AFTER EACH RAINFALL. OCCURENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR
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AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC 1N ACCORDANCE WITH
WORK AREA TRAFFIC CONTROL HANDBOOK
INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
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(W.A.T.C.H.).
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS.
THE CONTRACTOR SHALL PREPARE: CONCRETE TEST CYLINDERS
14. COMPLETE STORM DRAINAGE AND UTILITY CONSTRUCTION.
13. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES,
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IN ACCORDANCE WITH SECTION
AS MY BE REQUIRE TO CONTROL
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12. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE
1000 OF THE NCDOT STANDARD SPECIFICATIONS AT THE DIRECTION OF THE PROJECT INSPECTOR. THE
15. STABILIZE THESE AREAS UPON COMPLETION OF INSTALLATION.
SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,
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FOUR (4) INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE.
STORM DRAINAGE:
CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND CYLINDER MOLDS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CYLINDERS UNTIL SUCH TIME AS THEY ARE
GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
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PHASE�PROJECT COMPLETION):
14. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
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13. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE STANDARD PROCTER TEST. THE SURFACE OF THE SIDEWALK SHALL BE
TRANSPORTED FOR TESTING. AN INDEPENDENT TESTING LAB SHALL PERFORM TESTING FOR PROJECTS,
AT NO COST TO TOWN, THE CONTRACTOR SHALL PROVIDE EQUIPMENT AND PERFORM TESTS ON
DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED
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1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT
AREAS HAVE BEEN STABILIZED. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DURING
STEEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING
STANDARD
CONCRETE FOR A MAXIMUM SLUMP AND AIR CONTENT AS DEFINED IN SECTION 1000 OF THE NCDOT
16. CONTACT INSPECTOR FOR INSPECTION OF COMPLETED CONSTRUCTION.
COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5)
SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL
STANDARD SPECIFICATIONS. THESE TESTS SHALL BE PERFORMED AT A FREQUENCY ESTABLISHED BY
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY
FEET AND EXPANSION JOINT'S AT INTERVALS NOT MORE THAN 45 FEET. THE SIDEWALK SHALL
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET
THE INSPECTOR. THE CONTRACTOR SHALL REMOVE MATERIALS FAILING TO MEET SPECIFICATIONS.
17. UPON INSPECTION AND APPROVAL REMOVE ONLY THOSE EROSION CONTROL DEVICES AS
EROSION CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE
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HAVE A LATERAL SLOPE OF 1/4" PER FOOT.
PAVEMENT EXCEPT
INSTRUCTED BY THE INSPECTOR.
IS STABILIZED.
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CULVERTS EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS
9. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND
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14. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF
EQUAL TO OR GREATER THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS
WHICH MEETS A.S.T.M. SPECIFICATIONS C-309, TYPE 1, APPLIED AT A UNIFORM RATE AT ONE (1)
18. STABILIZE THE REMAINDER OF THE SITE.
15. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO
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THE ADJACENT ROADWAY. THE SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE
ALLOWED IF IT HAS A CONCRETE POURED INVERT. MINIMUM GAUGE FOR METAL PIPE SHALL BE 14
GALLON TO 400 SQUARE FEET WITHIN 24 HOURS OF PLACEMENT OF THE CONCRETE.
EXISTING PAVED ROADWAY AREAS DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL
THAN 18 INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE CROSSWALK ELEVATIONS
GAUGE.
19. REQUEST FINAL INSPECTION FROM THE INSPECTOR.
REMOVE ON A DAILY BASIS MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB.
10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN
3. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE
48 HOURS AFTER CONSTRUCTION TO PREVENT EROSION.
20. UPON APPROVAL, REMOVE ALL REMAINING EROSION CONTROL DEVICES, SEEDING AS
16. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
15. IN ROLLY AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A
PIPE, CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE. NO OTHER TYPE OF
NECESSARY UPON THIS REMOVAL.
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUN-OFF AND/OR DIVERT SEDIMENT
TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE
PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PIPES SHALL BE LAID
11. ALL BACKFlLL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS.
WITH THE BELL OR GROOVE UPGRADE AND THE JOINT ENTIRELY INTERLOCKING.
WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
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CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO
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16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE
STRUCTURES IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF
ROLLING.
SEEDING SPECIFICATIONS:
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WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM
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THE AFFECTED PROPERTY OWNERS.
ENGINEER.
12. MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFlLL PURPOSES SHALL BE
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17. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
5. ALL HIGH -DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR,
REMOVED AND REPLACED WITH SELECT BACKFlLL MATERIAL
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CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 Ibs/1000 SF.
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18. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF
POLYETHYLENE PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
13. ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE
MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND ALL PIPE SHALL BE PLACED IN
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 !bs/1000 SF.
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DEEMED NECESSARY BY THE INSPECTOR.
3 SEED 1N ACCORDANCE TO THE FOLLOWING SCHEDULE AND APPLICATION RATES:
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6. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III
LAYERS NOT TO EXCEED SIX (6) INCHES AND EACH LAYER SHALL BE COMPACTED THOROUGHLY.
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DATE: TYPE: PLANTING RATE:
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19. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SDE IS TO PROVIDE STORM WATER
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REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN 15 INCHES EIGHTEEN 18
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AUG 15 - NOV 1 TALL FESCUE 300 Ibs/ac OR 7 Ibs/1000 SF
CONVEYANCE AND ANY STRUCTURES AND/OR BSTRUC110N TO STORM WATER FLOW IS
INCHES MINIMUM ON CRASS DRAIN CULVERTS WITHIN THE COUNTY).
14. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
NOV 1 - MAR 1* TALL FESCUE AND 300 Ibs/ac OR 7 Ibs/1000 SF
PROHIBITED.
ABRUZZI RYE 25 Ibs/ac OR 1/2 lb/1000 SF
THE DEVELOPER SHALL MAINTAIN STREAM, CREEK, OR BACKWASH CHANNEL IN AN
7. THE MINIMUM COVER FOR ALL PIPE IS TWO
IN (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN
TWO (2} FEET OF COVER WILL BE REVIEWED INDIVIDUALLY.
15. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
MAR 1 - APR 15 TALL FESCUE 300 Ibs/ac OR 7 Ibs/1000 SF
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UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
REMOVE
METHODS. EACH SIX (6) INCH LAYER OF BACKFlLL SHALL BE PLACED LOOSE AND
APR 15 - JUL 30 MULLED COMMON
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE
THOROUGHLY COMPACTED INTO PLACE.
BERMUDA .GRASS 30 Ibs/ac OR 1/2 lb/1000 5F
21. SHOP DRAWINGS SHALL BE PREPARED FOR ANY RETAINING WALLS CONSTRUCTED WITHIN THE
SHALL BE CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR
GROOVE SHALL BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH
16. STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES.
JUL 15 -AUG 15 TALL FESCUE AND 300 Ibs/ac OR 7 Ibs/1000 SF
BROWN TOP MILLET 35 Ibs/ac OR 3/4 lb/1000 SF
PROJECT LIMITS. SHOP DRAWINGS SHALL BE PREPARED, SEALED AND SIGNED BY A LICENSED
AND EVEN WHEN THE NEXT JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL
OR SORGHUM SUDAN HYBRIDS 30 Ibs/oc OR 3/4 lb/1000 SF
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. SHOP DRAWINGS
THEN BE FILLED WITH MORTAR AND A BEAD OR RING OF MORTAR FORMED AROUND THE
17. ALL EXCESS CONCRETE ON THE FRONT EDGE (LIP) OF GUTTER SHALL BE REMOVED WHEN
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 Ibs/1000 SF.
SHALL BE SUBMITTED TO THE CONSULTING ENGINEER FOR REVIEW TO VERIFY COMPLIANCE WITH
OUTSIDE OF THE JOINT. THE APPLICATION OF MORTAR MAY BE DELAYED UNTIL FILL IS
CURB AND GUTTER IS POURED WITH A MACHINE.
* HEAVILY MULCHED DURING JANUARY TO MARCH PERIOD.
SITE DESIGN PRIOR TO CONSTRUCTION.
COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) INCHES.
18. ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH
SLOPES GREATER THAN 3:1 TO 2:1 SLOPES:
22. A RIGHT-OF-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION OF ALL
9, PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B
THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT (8) INCHES, AND A DENSITY OF 95
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 Ibs/1000 SF.
NON-STANDARD ITEMS (IRRIGATION SYSTEMS, DECORATIVE CONCRETE PAVEMENT, BRICK PAVERS,
FLEXIBLE PLASTIC GASKET'S, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
STANDARD PROCTOR FOR DEPTHS GREATER THAN EIGHT (8) INCHES.
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 Ibs/1000 SF.
ETC.) WITHIN A PROPOSED/EXISTING STATE MAINTAINED STREET RIGHT-OF-WAY BY A PRIVATE
3. SEED IN ACCORDANCE TO THE FOLLOWING SCHEDULE AND APPLICATION RATES:
INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS ASSOCIATION. AN ENCROACHMENT
10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING
19. A CANVAS COVER OR OTHER SUITABLE COVER SHALL BE REQUIRED FOR TRANSPORTING PLANT
DATE: TYPE: PLANTING RATE:
AGREEMENT MUST BE APPROVED BY NCDOT PRIOR TO THE CONSTRUCTION/INSTALLATION OF THE
BANDS SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET
MIX ASPHALT DURING COOL WEATHER WHEN THE FOLLOWING CONDITIONS ARE PRESENT.
MAR - JUN 1 SERICEA LESPEDEZA 50 Ibs/ac OR 1 1/2 Ibs/1000 SF
NON-STANDARD ITEMS. CONTACT NCDOT FOR ADDITIONAL INFORMATION CONCERNING COST,
COUPLING BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF
A. AIR TEMPERATURE IS BELOW 60 DEGREES F.
(SCARIFIED) AND
SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS. IT IS POSSIBLE THAT NCDOT
CLOSED -CELL SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056,
B. LENGTH OF HAUL FROM PLANT TO JOB IS GREATER THAN FIVE (5) MILES.
MAR - APR 1 ADD TALL FESCUE 150 Ibs/ac OR 3 1/2 Ibs/1000 SF
MAY NOT APPROVE ALL ITEMS SOUGHT UNDER AN ENCROACHMENT AGREEMENT.
TYPE 2. THE PIPE MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL
C. OTHER OCCASIONS AT THE INSPECTOR'S DISCRETION WHEN A COMBINATION OF FACTORS
OR
COUPLING BANDS SHALL MEET OR EXCEED THE SOIL -TIGHTNESS REQUIREMENT OF AASHTO
INDICATES THAT MATERIAL SHOULD BE COVERED IN ORDER TO ASSURE PROPER PLACEMENT
MAR - JUN ADD WEEPING LOVEGRASS 5 Ibs/ac OR 1/8 Ib/1000 SF
23. OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED
"OFFSITE
STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E).
TEMPERATURE.
JUN - SEPT 1*** TALL FESCUE AND 60 Ibs/ac OR 1 1/2 Ibs/1000 SF
ACCORDING TO THE GUIDELINES OF THE R/W ACQUISITION PROCESS". THESE NEEDED
PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294.
BROWN TO? MILLET 35 Ibs/ac OR 3/4 lb/1000 SF
R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND
20. CONCRETE OR ASPHALT SHALL NOT BE PLACED UNTIL THE AIR TEMPERATURE MEASURED AT
THE LOCATION OF THE CONCRETING OPERATION IS AT 35 DEGREES F AND RISING BY 10:00 A.M.
OR SORGHUM SUDAN HYBRIDS 30 Ibs/ac OR 3/4 lb/1000 SF
24. TRAFFIC CONTROL DEVICES. IN ACCORDANCE WITH THE HENDERSON COUNTY LAND USE
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S
CONCRETE OR PAVING OPERATIONS SHOULD BE SUSPENDED WHEN THE AIR TEMPERATURE IS 40
SEP - MAR 1 SERICEA LFSPEDEZA 70 Ibs/oc OR 1 3/4 Ibs/1000 SF
ORDINANCE, TRAFFIC CONTROL DEVICES SUCH AS STOP, YIELD AND SPEED LIMIT SIGNS (BUT
SPECIFICATIONS.
DEGREES F AND DESCENDING. THE CONTRACTOR SHALL PROTECT FRESHLY PLACED CONCRETE IN
(UNHULLED -- UNSCARIFIED)
NOT INCLUDING ELECTRIC OR ELECTRONIC TRAFFICE SIGNALS) SHALL BE INSTALLED ON PUBLIC
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL
ACCORDANCE WITH SECTION 420 OF THE NCDOT STANDARD SPECIFICATIONS WHEN THE AIR
TEMPERATURE 15 AT OR BELOW 35 DEGREES F AND THE CONCRETE HAS NOT OBTAINED AN AGE
TALL FESCUE 150 Ibs/ac OR 3 1/2 Ibs/1000 SF
MILLET OR SUDAN 20 Ibs/ac OR 1/2 lb/1000 SF
STREETS BY THE DEVELOPER AT THE APPROPRIATE LOCATIONS AS DETERMINED BY NCDOT.
INSTALLATION STANDARDS AND MATERIALS SHALL BE IN CONFORMANCE WITH NCDOT STANDARDS
OF 72 HOURS.
4. MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 Ibs/1000 SF AND ANCHOR
FOR SUCH DEVICES.
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST
21 THE CONTRACTOR SHALL MAINTAIN TWO --WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 SF
HAVE STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THESE PLANS.
EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS,
OR 800-1200 GAL/oc.
14, ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH
IN THE NCDOT STANDARDS.
BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH
THE LATEST EDITION WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
*** TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
0
15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET
22. THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO
PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE
SEEDBED PREPARATION NOTES:
HORIZONTAL TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING.
WITH THE APPROPRIATE STATE SEDIMENT AND EROSION CONTROL ORDINANCE.
0
16. ALL BACKFlLL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL SAID MATERIAL SHALL BE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL
SEEDBED PREPRED DEPTH SHALL BE 4' TO 6" DEEP.
17. MATERIALS DEEMED BY THE ENGINEER AS UNSUITABLE FOR BACKFlLL PURPOSES SHALL BE
REMOVED AND REPLACED WITH SELECT BACKFlLL MATERIAL
3. LOOSE ROCKS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT
THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE
18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
FOR FINAL SEEDBED PREPARATION. AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND
THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (6) INCHES,
UNIFORM.
EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS
WITH THE STANDARD PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE
TOP EIGHT (8) INCHES).
LISTED HERE. IN ADDITION, PROVIDE 15 Ibs/1OOOSF OF SUPERPHOSOPHATE.
19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
DS. EACH LAYER OF BACKFlLL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT.METHO
p
PLACE.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMILY AND MIXED WITH THE SOIL DURING SEEDBED
PREPARATION.
im
20. AFTER THE PIPE HAS BEEN PLACED. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES
AFTER
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS.
V
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21. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER THE MULCH IS
SPREAD.
,?
22. THE PURPOSE OF THE STORM DRAIANGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
9. ALL SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH.
CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS
PROHIBITED. /
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Approved Stormwater 1=r-;i4lii Okicur„en,.::
Construction in accords rice w- ,ti these documents s
required by the stormwater pei mit North Carolina
rules require that the storrnwale, system designer
Inspect during construction, certity conformity with the i
and specs. and certify cumpiiance with the
plans Zp
(15A NCAC 2H 1008 { }) )
stormwater n,les.
P # W /D�lJ /d 7 Date�O
b) NC Division of Water uafity
Sheet # -C-A keviaiprr Uato
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C713

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LEGEND ZONING CODE SUMMARY
SYMBOL DETAIL PROJECT NAME: HENDERSON COUNTY PUBLIC SCHOOLS MILLS RIVER ELEMENTARY SCHOOL
PROPOSED SIDEWALK 7/C7.2 OWNER: COUNTY OF HENDERSON PHONE #: [phone]
PLANS PREPARED BY: MCKIM 8 CREED PHONE #: [phone]
TAX PARCEL ID: 9933538
ZONING: MR-30 JURISDICTION: TOWN OF MILLS RIVER
PROPOSED HANDICAP RAMP 6/C7.2 PROPOSED USE: ELEMENTARY SCHOOL
BUILDING HEIGHT: 30 FT
BUILDING COVERAGE: 78,134 SF PARKING- SUMMARY;
C CAR POOL SPACE 2/C7.1 LOT SIZE: 14.50 AC
YARD REQUIREMENTS: PARKING DATA:
SETBACK (FRONT): NIA ONE SPACE FOR EACH CLASSROOM AND ADMINISTRATIVE OFFICE
H PROPOSED HANDICAP SPACE 2/C7.1 SIDE YARD (L): NIA PER MILLS RIVER ORDINANCE PASSED 04/26/07
REAR YARD: NIA
30 NEW CLASSROOMS, 6 FUTURE CLASSROOMS, AND 25 ADMINISTRATIVE OFFICES
HV PROPOSED HANDICAP VAN SPACE 1&2/C7.1 REQUIRED BUFFERS: REQUIRED:61 PROVIDED:125 HANDICAP: 6
FRONT: NIA COMPACT: 0 CARPOOL: 10 LOADING SPACES: NIA
SIDE (L): NIA
REAR: NIA TOTAL VEHICULAR PARKING PROVIDED: 125
PROPOSED HANDICAP SIGN 1&2/C7.1 SIDE (R): NIA TOTAL BIKE PARKING PROVIDED: 22
REQUIRED SCREENING:
-------- ---- -._.. FRONT: NIA
1.5" S9.5C
SURFACE COURSE
io 4
TACK COAT
3" 119.00
BINDER COURSE
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D. B. 000954 PG. 475 rn -� . _ . BELOW �1 -- - - 27.42 0✓
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KEN JACKSON CALDWELL (TRUSTEE)
KEN CALDWELL LIVING TRUST
PID 99JO482
D.B. 001255, PG. 369
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REX DUNLAP MCCALL 111 & W=
1 DANIELLE STEPP MCCALL �?
PID 9964636
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KA THLEEN R KIRK WOOD
PID 9902952
D.B. 000869, PG, 606
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4' BELOW FINISHED z TEMPORARY 1$" RCP _
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AN TO BE # 22 BICYCLES (22 REQUIRED)
FIRE LANES ,,..,.. , , i (SEE DETAIL 16/C7.1) 9 �TAPER CURB FROM F E t
I CONNECTED IN PHASE II ` ` r<%<'
' DETAIL THIS PAGE) t` `,' o o ! 5.00 6" TO 0" IN 3 FEET # 10' X 70' SIGHT
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NEW ONE STORY ..»....:..».. _� O STO 34.� k � �I RONNIE WA YNE &REDDEN
` s WANDA KA Y REDDEN J
1 , ELEMENTARY SCHOOL ::,* F `
f i ' _ ,! ," » ! . PID 0800212 0
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' v kk j ($E ARC PLANS) 00873 PG. 656
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x x (SEE DETAIL 1/C7.1) HANDICAP RAMP (SEE DETAIL 5/C7.2) y
NEW 8' CHAIN UNK FENCE WITH �" a, o TAPER CURB FROM (SEE DETAIL 6/C7.2)
j 10' SLIDING GATE FOR NEW POND x f 6" TO 0" IN 3 FEET TAPER CURB FROM =`'" \ 5,d.00'�
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RADED AGGREGATE 20' FIRE - .." - f ,F r Approved St®rmv�Fater Parrrri4 Fiacum�n V)
r . Construction in acccrdanre with these docurnants in
1 LANE BASE COMPACTED TO a . 40.00 R f
,; ; per.,
i o , :, _ _ F _ . ,, required by the storm�ualer permit. North Cat+nlina Jb
95% MAX. DRY DENSITY (TO SUPPORT 5,00' R In ! f r' "
x f i 0'„ in - " -t `"` ( 25.00 R rules require that the stormwater system riles ner Cr
» � f f f � �. `� � � 147
t 80,000 LBS) OVERLAIN W/ 4 f f f ! # f ,: ;x 25.00' R (' inspect during construction; certify conformity wifh tt4e ?K`
t r f f H *� i Plans a
TOPSOIL AND HYDROSEED (SEE DETAIL C4.0) k { t i # i H :. , ( P and specs; and certifyrnptience with the
LF ROLL CURB O i
2/11
\ stormwater rules. { 15A NCAC 21- .1008
101 `',^.PD S_ TTBA;✓ x x x x x --
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-- NEW RETAINING WALL `
LIAM W BELLA
PID 0800235
N8$'15'48"W 955.27' {SEE GRADING PLAN) 250.00' 100.00' R , �`''_.,
NEW 24" CURB & GUTTER (TYR) 100.00 R ____ D.B. 000579, PG. 675 O
(SEE DETAIL 9/C7.2) 8.bb R -A % '' 4
LEED SITE BOUNDARY 10' x 70' SIGHT 1 4 ! =� A/FM&CREED
TRIANGLE (TYP) / •�
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JAMES LEE THOMAS & WIFE S ANDARD MUTCD Charlotte, North Carolina 28227
PID 0802368 0 NOT ENTER" SIGN Phone: (704�84�-2588, Fax: [phone]
D.B. 000542, PG. 755
1/ R5-1) 36"x36"
AA0002667 EB0006891
www.mckimcreed.com
40' 0 40' 80, 1
SCALE: 1"=40' (Horiz.)