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CONTROL POINTS: CONCRETE&REINFORCEMENT GENERAL NOTES: z� ova
DRAWING LIST ��Qwoo&�<
CONTROL POINTS SHOWN ON THESE DRAWINGS MATCH THE CONTROL 1. DESIGN,MATERIAL,AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH X N z m 4-o
SHEET NUMBER SHEET NAME SHEET AREA POINTS ESTABLISHED IN THE SITE SURVEY,BUT THE HORIZONTAL CONTROL THE CURRENT EDITION OF THE FOLLOWING STANDARDS:
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ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. W r a0' 3 m w k
IS ADJUSTED TO THE PROJECT COORDINATE SYSTEM.THE TABLE BELOWS
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DETAILING MANUAL.
C-001 SITE IMPROVEMENTS GENERAL NOTES CROSS REFERENCES THE PROJECT CONTROL POINT COORDINATES TO THE Ap 301 6 ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. a a ¢
C-002 SITE IMPROVEMENTS OVERALL PLAN SURVEY CONTROL POINT COORDINATES. CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING STEEL a o E _
C-010 EAST SIDE PAVING PLAN&DETAILS 2. CONCRETE SHALL DEVELOP 4000 PSI MINIMUM COMPRESIVE STRENGTH AT
C-020 WEST ROAD PLAN CONTROL POINT COMPARISON 28 DAYS,EXCEPT AS NOTED ON DRAWINGS. O
C-021 WEST ROAD PROFILE VIEW 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 U o
C-022 WEST ROAD SECTION&DETAILS GRADE 60. ):) U OLL z0 co F
PROJECT COORDINATES SURVEY COORDINATES 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185,FLAT SHEETS ONLY. nW- j U W
C-030 TARPING AREA AND EXIT PLAN
C-031 TARPING STATION FDNS DETAILS POINT 5. UNLESS NOTED,CONCRETE COVER OVER REINFORCING SHALL BE: Cl) W O a
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NUMBER NORTHING EASTING NORTHING EASTING 3 INCHES WHEN CONCRETE IS PLACED DIRECTLY AGAINST THE H OU y z0 r
GROUND.
10101 1548.1474 1967.6578 897470.9900 1401799.9800 2 INCHES FOR BARS LARGER THAN NO.5,AND W p Z J ti
1 1/2 INCHES FOR NO.5 AND SMALLER,IF AFTER REMOVAL OF FORMS THE Z 3 j a
CONCRETE IS EXPOSED DIRECTLY TO WEATHER OR GROUND. _
10102 1628.4496 1318.9755 891068.1100 1401285.2700 1 INCH IN SLABS AND WALLS,AND W > D:z
- 1 1/2 INCH FOR BEAMS AND COLUMNS NOT EXPOSED DIRECTLY TO O y N Q
10103 1582.9473 1009.5093 896816.7600 1401099.1000 WEATHER OR GROUND. 124 a x O
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10104 1790.9294 929.4192 896906.8100 1400895.2300 6. UNLESS OTHERWISE SHOWN,THE MINIMUM LAP FOR BAR SPLICES SHALL BE: 0
(SPLICE LENGTHS ARE FOR CLASS 56 SPLICES;IF LONGER SPLICESARE
REQUIRED,THEY SHALL BE SHOWN ON THE DRAWINGS.)
10105 1878.1516 815.2231 896887.4700 1400752.8400
+ r BAR SIZE TOP BARS BOTTOM&VERTICAL BARS 7-'a
jf 4 " ;,hi r'ri r00 - #3 M�• 1-9„ 1,�"
I' #4 (1)ru cog..c.s
J t.1i,CJfl _.- --- ` , _. ,. ; #5 2'-11" 2'-3" Milim = u
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#6
- #7 4'-1" 3'-2" W
H W.
#8 4,11" '"
AI #9 52 49" I g w
#11* 9,_8„ 7,_5„
,+�y ; r F.c 'Li
dS..- _ HORIZONTAL BAR WITH MORE THAN 12"OF CONCRETE BELOW THE BAR. 1'o
{ " ' *` BARS MAY BE SPLICED WITH SWAGED TYPE MECHANICAL SPLICES WHICH WILL a
illiswir,--,,:,
• DEVELOP 125%OF BAR YIELD STRENGTH.INSTALLATION SHALL BE IN THE y lug
�, ` ! I,y -� f1 f[N r ^',I I- f� PRESENCE OF MANUFACTURERS REPRESENTATIVE OR QUALIFIED INSPECTOR.
L Y P .' �U1 1 _ SELECT FILL NOTES 7. ALL REINFORCING HOOKS SHALL BE STANDARD HOOKS AS DEFINED BY ACI,•
UNLESS NOTED OTHERWISE.�, 1. SELECT FILL SHALL CONSIST OF SAND-CLAY OR GRAVEL-SAND CLAY
MIXTURES WITH A PLASTICITY INDEX OF BETWEEN SEVEN(7)AND 8. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A1 INCH,45 DEGREE
+ ytik. _ -''. EIGHTEEN(18)WITH LESS THAN SIXTY PERCENT(60%)PASSING A NO.200 CHHAMFER.
., \\ r f'�+ SIEVE AND A MAXIMUM PARTICLE SIZE OF TWO INCHES(2")AND SHALL BE
• FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS MATERIAL. 9. A 1/2 INCH BITUMASTIC PERFORMED EXPANSION JOINT SHALL BE PLACED AT F.
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ALL LOCATIONS NOTED ON THE DRAWINGS AND ALSO AROUND ALL
• . • r _ FOUNDATIONS WHICH PROJECT THROUGH CONCRETE SLABS.
µ_ r t w �` a 2. SELECT FILL SHALL BE PLACED IN EIGHT INCH(8")MAXIMUM LIFTS AND BE
w� COMPACTED TO NINETY-FIVE PERCENT(95%OF STANDARD PROCTOR 10.PRIOR TO PLACING CONCRETE,REFER TO PLUMBING,PIPING AND ELECTRICAL
2.
�:-` f , Or
r 1• .>� DENSITY(REF ASTM D-698) DRAWINGS FOR UNDERGROUND AND EMBEDDED ITEMS NOT SHOWN ON z
f/ STRUCTURAL DRAWINGS.
• f 3. MOISTURE CONTENT MUST BE MAINTAINED WITHIN FOUR PERCENT(4%) F
_ d' ' }' ' - OF OPTIMUM DURING COMPACTION AND TESTING OF EACH LIFT. IF U LU
r ,*Mr7{ r 11.TYPE EPDXY GROUTEDT BOLTS AND C REINFORCING HOLES BARS,L B WHERE INDICATED,H,SHALL I-
` +Nee •f- ., MOISTURE CONTENT IS OUTSIDE OF THE SPECIFIED RANGE,THEN THE BE INTO CONCRETE. SHALL BE DRILLED WITH A w
{� MOISTURE CONTENT SHALL BE ADJUSTED AND THE SOIL RETESTED ROTARY IMPACT DRILL,CLEANED WITH A STIFF BOTTLE BRUSH,AND BLOWN z m
} r r� k` PRIOR TO PLACING SUBSEQUENT LIFTS. CLEAN AND DRY WITH COMPRESSED AIR.REINFORCING BARS AND ANCHOR 0 w
r - - - Iliellikg BOLTS SHALL BE EPDXY RESIN GROUTED WITH GROUT CONFORMING TO ASTM U
4. COMPACTION TEST SHALL BE PERFORMED A MINIMUM OF EVERY TWO C881,TYPE OR 11,GRADE 1,2 OR 3,CLASS B OR C EPDXY RESIN BONDING a
_. - .{ LIFTS OR AS DETERMINED APPROPRIATE BY OWNER. CONTRACTOR SYSTEM.HOLE SIZE AND DEPTH SHALL BE PER MANUFACTURERS
• SHALL NOTIFY OWNER AT LEAST TWENTY-FOUR HOURS IN ADVANCE OF RECOMMENDATIONS.ALL GROUT USED SHALL BE APPROVED BY THE W
- A + . EACH COMPACTION TEST. ENGINEER. w
t ' r 5. ANY AREAS OF UNSUITABLE SUBGRADE DISCOVERED DURING THE FILL 12.ALL NEW CONCRETE SHALL BE BONDED TO EXISTING CONCRETE WITH THE W
f{- "‘"I '• OR COMPACTION PROCESS SHALL BE BROUGHT TO THE OWNERS USE OF THE ASTM C881,TYPE I OR II,GRADE 1,2,OR 3,CLASS B OR C EPDXY
ATTENTION. RESIN ADHESIVE.EXISTING CONCRETE WHICH IS TO BE BONDED TO NEW
t N. 4000NCRETE SHALL BE ABRASIVE BLASTED,BUSH HAMMERED OR OTHERWISE S'
BROUGHT TO A FULL AMPLITUDE OF 1/4".ALL SURFACES SHALL BE INSPECTED o
AFTER BEING ROUGHENED AND CLEANED.ALL LOOSE PIECES OF CONCRETE o a
Nu ` �",, SHALL BE REMOVED AND ALL CRACKS SHALL BE PRESSURE GROUTED WITH o z
AN EPDXY RESIN GROUT AS SPECIFIED ABOVE.PROCEDURES AND
f r WORKMANSHIP SHALL CONFORM TO"STANDARD SPECIFICATIONS FOR
MULTI-COMPONENT EPDXY ADHESIVE",ACI 503.2 AND AS RECOMMENDED BY
THE MANUFACTURER.ALL GROUT SHALL BE APPROVED BY THE ENGINEER.
13.EXPANSION BOLTS SPECIFIED ON THE DRAWINGS ARE SPECIFIED BY
DIAMETER AND EMBEDMENT LENGTH REQUIRED.EXPANSION BOLTS SHALL BE
HILTI-KWIK BOLT II OR ENGINEER APPROVED EQUAL.BOLTS SHALL BE
. TORQUED TO MANUFACTURERS STANDARD TORQUE VALUES. 0 Z
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SITEWORK GENERAL NOTES: CLEARING AND GRUBBING STONE SURFACES: ONSITE GRADING: Ur W 0 O
CRUSHED STONE UTILIZED FOR TRAFFIC AND PARKING AREAS SHOWN Z z
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1. IF SUBSTANDARD SOIL CONDITIONS ARE ENCOUNTERED,NOTIFY THE 1. GENERAL:CLEARING AND GRUBBING SHALL CONSIST OF THE REMOVAL 1.AFTER CLEARING AND GRUBBING OPERATIONS ARE COMPLETED,ONSITEr
PROJECT ENGINEER.THE SUBSTANDARD SOIL SHALL BE REMOVED AND AND DISPOSAL OF ALL VEGETATION,PERISHABLE AND OBJECTIONABLE ON THESE DRAWINGS SHALL BE CRUSHED LIMESTONE MEETING THE >CC a
REPLACED WITH SELECT FILL.SELECT FILL SHALL BE COMPACTED TO 95% ITEMS FROM WITHIN THE LIMITS OF CONSTRUCTION AS INDICATED ON THE FOLLOWING GRADING CRITERIA: MATERIALS IN CUT AREAS SHALL BE EVALUATED BY A QUALIFIED
-
STANDARD PROCTOR DENSITY UNLESS NOTED OTHERWISE ON DRAWINGS PLANS. SIEVE SIZE PERCENT PASSING GEOTECHNICAL ENGINEER FOR SUITABILITY AS PRELIMINARY FILL. "4:( _I - 0
OR IN SPECIFICATIONS. 2. DISPOSAL OF REMOVED MATERIAL SHALL COMPLY WITH LOCAL LAWS AND 2 INCH 100 2.ALL MATERIAL USED FOR PRELIMINARY FILL MUST BE FREE FROM 0 O LJJ
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND ORDINANCES AND NO MATERIAL SHALL BE DEPOSITED ON ADJACENT 1 INCH 90-100 ORGANIC OR OTHER DELETERIOUS MATERIAL. r I H
UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. LANDS OR BURIED ON THE SITE EXCEPT BYA METHOD WHICH IS �_
3 3.ROOTS STUMPS AND OTHER BURIED MATTER MUST BE REMOVED FROM D Cn
ACCEPTABLE TO ALL PARTIES INVOLVED AND IS APPROVED IN WRITING BY a INCH 60-84 THE CONSTRUCTION ZONE AS ENCOUNTERED. U
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL OVERHEAD POWER THE OWNER. NO.10 26-50 <
LINES AND OTHER POTENTIAL OBSTRUCTIONS PRIOR TO COMMENCEMENT 4.ONSITE FILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR
OF CONSTRUCTION. 3. ALL TREES OR OTHER VEGETATION FELLED DURING CLEARING AND NO.40 12-30
GRUBBING OR ANY OTHER PHASE OF CONSTRUCTION,INSIDE OR OUTSIDE DENSITY IN THE MANNER PRESCRIBED BY THE GEOTECHNICAL ENGINEER.
4. ALL AREAS TO BE PAVED OR ROCKED SHALL BE PROOF ROLLED WITH A OF THE LIMITS OF CONSTRUCTION WHETHER INTENTIONALLY OR NO.200 0-6 LIME OR OTHER STABILIZING AGENTS SHALL BE USED AS REQUIRED.
LOADED DUMP TRUCK TO IDENTIFY WEAK SOILS.AREAS WITH EXCESSIVE ACCIDENTALLY,SHALL BE DISPOSED OF IN THE APPROVED MANNER. 1. IMMEDIATELY FOLLOWING PLACEMENT,CRUSHED STONE SHALL BE
RUTTING OR PUMPING SHALL BE EXCAVATED AND REPLACED WITH COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY 5.ONSITE FILL SHALL ONLY BE USED FOR PRELIMINARY GRADING TO 3'-0"
COMPACTED SELECT FILL. 4. GRUBBING:GRUBBING SHALL CONSIST OF THE EXCAVATION AND BELOW FINAL GRADE OR FOR GRADING OUTSIDE THE LIMITS OF
REMOVAL OF ALL STUMPS,ROOTS,LOGS,AND OTHER OBJECTIONABLE 2. RIP RAP MATERIALS:MATERIALS USED FOR SLOPE ARMOR SHALL CONSTRUCTION. DESIGNED:WLM CHECKED: JMS
MATERIALS TO A POINT 2 FEET BELOW SUBGRADE ELEVATION. BE ANGULAR STONE OR BROKEN CONCRETE MEETING NCDOT DRAWN: JEM APPROVED:WLM
SPECIFICATIONS FOR CLASS 2 RIP RAP WITH AN AVERAGE STONE
5. TOPSOIL SHALL BE REMOVED FROM ALL AREAS WITHIN THE LIMITS OF SIZE OF 14 INCHES AND A MAXIMUM STONE SIZE OF 17 INCHES. JOB NO:220814 DATE:04/26/23
CONSTRUCTION.TOPSOIL MAY BE STOCKPILED ONSITE TO BE SPREAD ON 3. GEOTEXTILE FABRIC USED UNDER RIP RAP SHALL MEET THE SCALE N.T.S.
ALL AREAS WHERE GRASS OR VEGETATION IS DESIRED. REQUIREMENTS OF NCDOT TYPE 2 GEOTEXTILE(SECTION 1056) DRAWING NUMBER: REV.
220814-C-001 0