20201929 Ver 1_Drainage Area Map_20201210

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NOTE: THERE WILL BE NO LARGE STOCKPILES AT THIS SITE.
ALL TOPSOIL & SPOIL FROM EXCAVATED AREAS SHALL BE
USED IN FILL SECTIONS AND TO TOP DRESS AREAS WHERE
STRUCTURAL IMPROVEMENTS WILL NOT BE PLACED.
NOTE: ALL SPOIL FROM EXCAVATION TO BE SPREAD
OUT EVENLY IN A MAXIMUM DEPTH OF 6" IN FILL AREAS
WITHIN THE INDICATED LIMITS OF DISTURBANCE.
NOTE: NEW BUILDING MUST COMPLY WITH NC FIRE
CODE SECTION 510 - EMERGENCY RADIO COVERAGE.
GRADING AND EARTHWORK NOTES
1. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
2: REFER TO EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE REQUIREMENTS, (TO
BE PROVIDED WITH DESIGN DEVELOPMENT DOCUMENTS).
3. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION
DOCUMENTS IS A VIOLATION OF EROSION CONTROL ORDINANCES AND IS SUBJECT TO A FINE.
4. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNER(S). NEW EROSION CONTROL PLAN WILL BE
REQUIRED IF LIMITS OF DISTURBANCE CHANGE.
5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS, AND SHALL WAIT
FOR INSTRUCTIONS PRIOR TO PROCEEDING.
6. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO
BEGINNING CONSTRUCTION.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT
AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS
8. ALL ELEVATIONS ARE IN REFERENCE TO THE SITE BENCHMARK, CONTRACTOR SHALL VERIFY
THE BENCHMARK PRIOR TO GROUND BREAKING.
9. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN WITHIN ROADWAYS, PARKING
LOTS, AND SIDEWALKS AREAS REFLECT FINISH ELEVATIONS INCLUDING PAVEMENT. REFER
TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE
COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
10. GRADES SHALL BE ESTABLISHED TO PROVIDE A SMOOTH SURFACE, FREE FROM IRREGULAR
SURFACE CHANGES. GRADING SHALL COMPLY WITH COMPACTION REQUIREMENTS AND
GRADE CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED.
11. WHERE NO SPOT GRADES ARE INDICATED, THE GRADE SHALL BE ESTABLISHED BASED ON
INTERPOLATION OF THE ELEVATIONS BETWEEN ADJACENT SPOT GRADES WHILE
MAINTAINING APPROPRIATE TRANSITION AT STRUCTURES AND PAVING, AND
UNINTERRUPTED DRAINAGE FLOW INTO INLETS.
12. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT RUNOFF WILL DRAIN BY
GRAVITY FLOW ACROSS NEW GRADED AREAS TO NEW OR EXISTING DRAINAGE INLETS, OR
SHEET OVERLOAD.
13. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM
BUILDING(S) AT A 2.0%SLOPE MINIMUM,
14. ALL FILL SHALL BE PLACED IN A MAXIMUM 8-INCH LIFTS AND COMPACTED. ALL FILL WITHIN
LIMITS OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO A MINIMUM 95% OF
MAXIMUM STANDARD PROCTOR DENSITY.
15. FILL WITHIN LANDSCAPE AREAS SHALL BE COMPACTED TO MINIMUM 90% OF MAXIMUM
STANDARD PROCTOR DENSITY. MAXIMUM STANDARD PROCTOR DENSITIES SHALL BE
DETERMINED IN ACCORDANCE WITH ASTM D698.
16. ALL PROJECT SUBGRADE SHALL BE INSPECTED BY THE ENGINEER. IF THE ENGINEER
DETERMINES THAT UNSATISFACTORY SOIL IS PRESENT, THE UNSATISFACTORY MATERIAL
SHALL BE REMOVED AND REPLACED WITH COMPACTED BACKFILL. SUCH ADDITIONAL
AUTHORIZED EXCAVATION SHALL BE PAID FOR ACCORDING TO THE CONTRACT PROVISIONS
FOR UNIT PRICES.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL MATERIAL
WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698.
SOIL MATERIAL THAT EXCEEDS THE OPTIMUM MOISTURE CONTENT BY 3 PERCENT OR MORE,
AND IS TOO WET TO COMPACT TO THE SPECIFIED DRY UNIT WEIGHT, SHALL BE SCARIFIED
AND AIR DRIED, LIME STABILIZED, OR REMOVED AND REPLACED.
18. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY, INCLUDING WELL
POINTS, SUMP PUMPS, TEMPORARY SHORING, ETC., TO ENSURE COMPLETION OF STABLE
EXCAVATION AND BACKFILL OPERATIONS. GROUNDWATER SHALL BE MAINTAINED A MINIMUM
OF 2 FT. BELOW THE BOTTOM OF ALL EXCAVATIONS.
19.. CONTRACTOR SHALL CONSULT WITH THE ENGINEER AND PROVIDE ANY AND ALL SHORING
DETERMINED TO BE NECESSARY TO PROTECT EXISTING BUILDING FOUNDATIONS OR OTHER
ADJACENT IMPROVEMENTS.
20. ALL GRADED OR DISTURBED AREAS BEYOND THE LIMITS OF PAVING, SIDEWALKS, BUILDINGS,
ETC., THAT ARE NOT OTHERWISE LANDSCAPED PER LANDSCAPING PLAN, SHALL BE
STABILIZED WITH A NEW LAWN SEEDED IN ACCORDANCE WITH THE SEEDING
SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN SEEDED AREAS UNTIL A HEALTHY STAND
OF GRASS IS ESTABLISHED.
21. CONTRACTOR SHALL UNCOVER AND VERIFY THE DEPTH OF ALL UTILITY TIE-IN POINTS PRIOR
TO CONSTRUCTION AND ORDERING OF ANY MATERIALS. IF CONDITIONS ARE ENCOUNTERED
DIFFERENT FROM DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY AND R/W
ADJUSTMENTS SHALL BE DETERMINED.
22. SELECT FILL SHALL BE CLASS III, TYPE 2 SELECT MATERIAL..
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R/W
Call 72 Hours Before You Dig!
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE PLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
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TC NPs 0y -FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS.
-ALL MORTAR JOINTS TO BE 1/2" PLUS OR MINUS 1/8".
66.09 - `- �� JUMBO BRICK WILL BE PERMITTED. DROP INLETS SHALL BE
x 6.2 I I PROVIDED WITH STEPS V-2" ON CENTER.
/ x6 -STEPS TO BE IN ACCORDANCE WITH CITY OF GREENVILLE
/ STANDARD NUMBER 615.01
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/ GENERAL NOTES:
x 56� x / ----- - CLASS "AA" CONCRETE TO BE USED.
(100 651 DL c�� -- FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS.
7 s4.5 RESTAURANT/CONVENIENCE STORE - LUC=4 _ ALL MORTAR JOINTS TO BE 1/2" PLUS OR MINUS 1/8".
TB _ JUMBO BRICK WILL BE PERMITTED. DROP INLETS SHALL BE PROVIDED
x 64 (29) WITH STEPS V-2" ON CENTER.
/ - - STEPS TO BE IN ACCORDANCE WITH CITY OF GREENVILLE STANDARD
FIRE TOWER COMMERCIAL PARK NUMBER 25.12.
/ ALL HOODS TO BE STAMPED "FLOWS TO RIVER" & "DUMP NO WASTE!"
/ PHASE 1, LOT 29 - STANDARD NUMBER 614.01.
MB 69, PG 133 ALL GRATES MUST BE "MADE/MANUFACTURED IN USA" AND INDICATED ON
/ GRATE STANDARD NUMBER 614.01.
EARTHEN / - ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE
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CHECK DAM WILLIAMS FAMILY HEIRS, HOT STANDARD NUMBER 614.01.
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REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN DEED
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DEVELOPER: JADE REALTY, LLC
9 ; ADDRESS: 700 A SOUTH MEMORIAL DRIVE
SEAL = = GREENVILLE, NC 27834
43249
PHONE: [phone]
0 �e' noon 0�OP�LICENSE#
P .� Baldwin Design C-349t3 DESIGNED: MWB APPROVED: MWB
/i/�,/lllj Ililll\��O\ \\ '
p I Consultants, PA DRAWN: NRW/MAH DATE: 12/08/2020
ENGINEERING - SURVEYING - PLANNING
1700-D EAST ARLINGTON BOULEVARD CHECKED: MWB SCALE: 1" = 30'
GREEMALLE, NC 27858 252.756.1390