SW3200201_Plan (Misc. Detail)_20200212

1
C902
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE
ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT.
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS.
MAINTENANCE NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
4
C902
3 X Do
EXISTING GROUN
50' MIN
6" MIN PUBLIC STREET
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
LL
LL
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STANDARD PIPE OUTLET MINIMUM_
TAILWATER
GENERAL NOTES:
1. LA = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
MAINTENANCE NOTES:
W = Do+ LA INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW
THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
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C902
8' MAX
WIRE F-EmIN '^
WOVEN FILTER FABF
SILT FENCE
GENERAL NOTES:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 950/c BY WEIGHT OF POLYOLEFINS OR
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO
THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62b.
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
TEMPERATURE RANGE OF 0 TO 120• F.
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A
MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE FABRIC.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
CAUSE FAILURE OF THE STRUCTURE.)
7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE
FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
5
C902
NC
W
STEEL POST
WIRE FENCING
FILTER FABRIC
#57 STONE
30"MIN
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8" MIN
4" MIN
9. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
10. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
11. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
12. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
13. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
HARDWARE CLOTH AND GRAVEL INLET_
PROTECTION_
4' MAX
1A-rl IArF HARnkA/ARF ri (NTH
3
C902
6
C902
TEMPORARY DIVERSION
nnR%nAn=n nX ll 2' MIN
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND
OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL
DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE
REGARDING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE NOTES:
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
STONE OUTLET
GENERAL NOTES:
1. STRUCTURAL STONE SHALL BE (CLASS B) STONE FOR
EROSION CONTROL PURPOSES.
2. SEDIMENT CONTROL STONE SHALL BE #5 OR #57 STONE.
STEEL FENCE POST
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FILTERED
WATER
21
GENERALNOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
#57 STONE12"
�"
LA
NC DOT #5 OR #57 2. DRIVE 5-FOOT STEEL POSTS 2 INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
V-6" MIN.
ElrE
WASHED STONE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE
TOPS, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
FL
3' MAX.
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND2
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SMOOTH TO AN EVEN GRADE.
SEDIMENT II
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVED ACCUMULATED SEDIMENT, AND ESTABLISH
CONTROL STONE II
_
FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND WATER
STRUCTURAL STONE II
MAINTENANCEis
FILTER FABRIC
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICATION (z INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH
SECTION VIEW
SECTION'A-A'
WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO
DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT CONTROL. REPLACE STONE AS NEEDED.
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GENERAL NOTES FOR FLAGGER OPERATIONS GENERAL NOTES FOR PILOT CAR OPERATIONS
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1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
UPSTREAM SIDE OF TRAFFIC. ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
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3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE THE WORK AREA I� USING A PILOT CAR.
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DOWNSTREAM SIDE OF TRAFFIC. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
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4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
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THE POSTED SPEED LIMIT. THE PILOT VEHICLE.
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To TSHEETT2�PING SIGHT DISTANCE IS 5- OF THE MERGELTAPER
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6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 6 ADVISE RESIDENTSBUSINESSESSS FROM WITHINVEWAYS THEDURLANNG ELCLOSURE
ND ABOUT
SAFE AGGING ALIMITS
T CAR OPERATIONS.
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7- DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
DRAWING 1180.01 FOR SKINNY -DRUM REQUIREMENTS.
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8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. LEGEND
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS W20-7a)
PLACED APPROXIMATELY 25U FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZE FLAGGER
I NTERSEGTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW
ENFORCEMENT. ♦ CONE
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. IQ PORTABLE SIGN
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR DIRECTION OF TRAFFIC FLOW
AS DIRECTED BY THE ENGINEER.
IISHEET 1 OF 15
1101 , 02
SHEET 1 OF 15
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CONTINUOUS LINES
10'-30'/SP SKIP LINE
2'-6'/SP MINI -SKIP LINE
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UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR
SKIP LANE LINES AND SKIP CENTER LINES.
UNLESS OTHERWISEO 6HOWN, U6E 2'-6'/SP MINI-6KIPS FOR
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
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EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS
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EDGE LINE
10' 30'
USED FOR BICYCLE LANE LINES.
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3'-9'/SP MINI -SKIP LINE
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CENTER LINE
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
UNLESS OTHERWISED SHOWN, USE 3'-9'/SP MINI -SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW
GORE LINE
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GENERAL NOTES:
1- USE "' LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL
LINE.
SHEET 1 OF 2
SHEET 1 OF 2
1205.01
1205.01
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STRAIGHT ARROW1
RIGHT OR LEFT
COMBINATION STRAIGHT AND
COMBINATION LEFT AND
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MERGE ARROW
RAMP ARROW
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GENERAL NOTES:
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
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ATMEXITRRAMP
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2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS.
3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
UNLESS APPROVED BY THE ENGINEER.
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 5
THRU 8). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
RAMP ARROW
AT EXIT RAMP
HEET 1 OF 7p
SHEET 1 OF 8
1205.08
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
iDATE:
REVISIONS:
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(N)
SHEET:
C902
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.