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720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(919) 782 -0495
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APPROVAL OF
Georgia
THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF ROCKY
MOUNT AND N.C.D.O.T.
CITY OF ROCKY MOUNT
ENGINEERING DEPARTMENT PERMIT # --------------------------
AUTHORIZATION TO CONSTRUCT ----------------------------- _-
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BID SET -NOT FOR
CONSTRUCTION
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Sheet List
Table
Sheet Number
Sheet Title
1
COVER
2
NOTES
3
EXISTING
CONDITIONS PLAN
4
PLAN AND PROFILE
5
EROSION
CONTROL PLAN
6
TRAFFIC
CONTROL PLAN
7
UTILITY PLAN
8
CULVERT
DETAILS
9
CULVERT
DETAILS
10
DETAILS
11
DETAILS
12
DETAILS
13
DETAILS
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GENERAL NOTES:
1. CONTRACTOR IS TO REFER TO EROSION AND SEDIMENT CONTROL SHEETS AND INSTALL APPROPRIATE
MEASURES BEFORE BEGINNING ANY WORK.
2. CONTRACTOR IS TO DISPOSE OF ALL MATERIAL REMOVED OFFSITE IN :A SAFE AND LEGAL MANNER.
3. ALL DEWATERING REQUIRED TO EXECUTE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE
PROJECT MANUAL FOR FURTHER DETAIL.
4. SEE SPECIFICATION SECTION 02 00 00 FOR DESCRIPTION OF SUITABLE BACKFILL MATERIAL AND
COMPACTION REQUIREMENTS. CONTRACTOR SHALL PROVIDE SUITABLE MATERIAL AS NECESSARY TO
ACHIEVE FINAL PROJECT GRADES.
5. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
6. TREES AND BUSHES OUTSIDE OF LIMITS OF DISTURBANCE SHALL NOT BE DISTURBED.
7. CONTRACTOR SHALL COMPLY WITH OSHA 29 CFR. PART 1926 SUBPART P, EXCAVATIONS, 29 CFR PART
1910.146, AND PERMIT REQUIRED CONFINED SPACES.
8. LIMITS OF DISTURBANCE IS SHOWN ON THE PLANS AND SHALL BE MAINTAINED AT ALL TIMES. ANY
DAMAGE TO PRIVATE PROPERTY CAUSED BY CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO REPAIR OR REPLACE TO ORIGINAL OR SUPERIOR CONDITION.
9. CONTRACTOR'S WORK MUST REMAIN INSIDE THE LIMITS OF DISTURBANCE NOTED ON THESE PLANS AT ALL
TIMES.
10. CONTRACTOR SHALL SEQUENCE PROPOSED WORK SUCH THAT RESIDENTS HAVE ACCESS IN AND OUT
ALONG WOODSTOCK ROAD AT ALL TIMES.
EXISTING CONDITIONS NOTES
1. THE CONTRACTOR SHALL SAVE ALL TREES AND SHRUBS WHERE TREE PROTECTION IS NOTED ON THE
PLANS. TREES AND SHRUBS THAT THE CONTRACTOR IS REQUIRED TO REMOVE ARE SHOWN ON THE
PLANS. THE CONTRACTOR SHALL SAVE ALL OTHER TREES AND SHRUBS OUTSIDE THE CUT /FILL LINES
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL ROOT PRUNING IS TO BE PERFORMED PER SPECIAL
PROVISION ITEM NO. 3 DEMOLITION.
2. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCE SHALL BE "VSI- BARRIER" HIGH DENSITY
POLYETHYLENE FABRIC, ORANGE, FOUR FEET IN HEIGHT. INSTALL PER MANUFACTURERS SPECIFICATIONS
WHERE SHOWN ON THE PLANS. TREE PROTECTION FENCE SHALL BE INSTALLED BEFORE ANY DEMOLITION
OR CONSTRUCTION BEGINS IN THE AREA AND SHALL NOT BE REMOV=ED UNTIL CONSTRUCTION IS
COMPLETED AND AS DIRECTED BY THE OWNER. MAINTAIN TREE PROTECTION FENCE THROUGHOUT
CONSTRUCTION.
3. IF REQUIRED, THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE
U.S. POSTAL SERVICE.
4. THE CONTRACTOR SHALL REMOVE AND RESET FENCES AND WALLS AS NOTED ON THE PLANS AND /OR AS
DIRECTED BY THE ENGINEER AND SHALL BE RESET OUTSIDE THE RIGHT -OF -WAY. THE EXACT LOCATION
AND DIMENSIONS TO THESE ITEMS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE
RECORDED AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
REQUIRED TO COORDINATE WITH HOME OWNERS FOR INSTALLATION Cyr" TEMPORARY PET FENCES.
5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF ROCKY MOUNT ANY DISCREPANCIES
FOUND BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
FROM THE CITY INSPECTOR PRIOR TO PROCEEDING.
PAVING NOTES
1. IF REQUIRED, SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS.
2. IF REQUIRED, THE CONTRACTOR SHALL IMMEDIATELY RESTORE ALL DRIVEWAYS AND DRIVES TO MAIL BOXES
AS GOOD AS OR BETTER THAN ORIGINAL CONDITION. CONTRACTOR SHALL MAINTAIN ALL DRIVEWAYS OR
MAIL BOX DRIVES UNTIL SAID DRIVES ARE ACCEPTED BY THE ENGINEER AS BEING AS GOOD AS OR
BETTER THAN THEIR ORIGINAL CONDITION.
3. IF REQUIRED, THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACT SHALL RETAIN EXISTING
PAVEMENT, UNLESS OTHERWISE NOTED.
4. ALL CALLOUTS FOR REMOVAL AND REPLACEMENT OF SIDEWALK AND PAVEMENT INCLUDE THE TOTAL
AMOUNT TO BE REMOVED AND REPLACED PER CONTINUOUS SECTIOh�. REMOVAL AND REPLACEMENT AREAS
ARE HATCHED APPROPRIATELY AS NOTED IN THE LEGEND ON EACH SHEET.
5. PROPOSED PAVING SHALL BE COMPLETED AS INDICATED ON THE PLANS AND IN ACCORDANCE WITH
DIVISIONS 6 AND 7 OF THE SPECIFICATIONS.
GRADING & DRAINAGE NOTES
1. PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWE`.IER, SLOPES SHALL NOT BE
DECREASED FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
2. POSITIVE DRAINAGE SHALL BE PROVIDED ON ALL GRADED AREAS, ESPECIALLY AREAS TO BE PAVED,
THROUGHOUT CONSTRUCTION. PROPOSED CURB & GUTTER AND PROPOSED SIDEWALKS SHALL BE
CONSTRUCTED TO ENSURE POSITIVE DRAINAGE.
3. ALL STORM DRAINAGE PIPE TO BE CLASS 3 REINFORCED CONCRETE UNLESS OTHERWISE NOTED. PIPE
LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY.
4. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LAND
DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF DISTURBANCE WITHOUT PRIOR APPROVAL
FROM THE OWNER.
5. EXISTING AND PROPOSED CONTOURS ARE SHOWN ON THE PLAN AT u' INTERVALS.
6. ALL PROPOSED GRADES ARE FINISH GRADES.
7. GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY
MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.
8. WEEP HOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES. WEEP HOLES SHOULD BE 8' ON
CENTER WITH A MINIMUM OF 1 WEEP HOLE PER WALL. WEEP HOLES ARE TO BE COVERED ON THE
OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC FLiLED WITH #78 STONE. THERE WILL BE
NO SEPARATE PAYMENT FOR THIS WORK.
9. UPON APPROVAL BY THE ENGINEER, CONTRACTOR MAY SUBSTITUTE BRICK STRUCTURES WITH PRECAST
STRUCTURES.
10. LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE
MAXIMUM FILL SLOPE SHALL NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE
ENGINEER. CUT SLOPES GREATER THAN 2:1 WILL BE USED ONLY AS DIRECTED BY THE ENGINEER AND AT
THE SPECIFIC LOCATIONS SHOWN ON THE PLANS.
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PROJECT MANAGER
JPK
DRAWN BY
ERB
APPROVED BY
JPK
UTILITY NOTES
1. CONSTRUCTION METHODS AND MATERIALS SHALL BE IN A CCORDANCE WITH ROCKY MOUNT PUBLIC UTILITIES
STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE NO` 7D.
2. ALL CONTRACTORS WORKING ON ROCKY MOUNT PROJECTS ARE REQUIRED TO OWN A COPY OF THE DESIGN MANUAL
AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AL:. APPROPRIATE PARTIES AND ASSURING THAT UTILITIES
ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONS TR�- CTION. CALL NC ONE -CALL (PREVIOUSLY ULOCO) AT 811
FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO C010MENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
4. IF THE PROPOSED WATER AND /OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY
OR HORIZONTALLY) FROM GAS MAINS, THE CONTRACTOR SSHALL NOTIFY THE CITY.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING A!NIY DAMAGES TO EXISTING UTILITIES, STORM DRAINAGE, AND
OTHER FACILITIES WHETHER SAID ITEMS ARE SHOWN ON PLANS OR NOT.
6. CONTRACTOR SHALL NOTIFY THE CITY OF ROCKY MOUNT 'UTILITY COORDINATOR OF IMPENDING WORK. THE UTILITY
COORDINATOR SHALL BE CONTACTED AT THE FOLLOWING ADDRESS (48 HOURS PRIOR TO CONSTRUCTION):
RICHARD WORSINGER, PE
DIRECTOR OF PUBLIC UTILITIES
TELEPHONE: [phone]
JONATHAN BOONE, PE
DIRECTOR OF PUBLIC WORKS AND WATER RESOURCES
TELEPHONE: [phone]
7. IN THE EVENT OF CONFLICTS WITH EXISTING UTILITIES OR IF FURTHER VERIFICATION OF FACILITIES OR TEMPORARY
DISRUPTION OF SERVICE IS NECESSARY, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND
SHALL FULLY COORDINATE ANY NECESSARY MODIFICATIONS WITH THE ENGINEER AND THE APPROPRIATE UTILITY.
KNOWN UTILITIES WITHIN THE PROJECT AREA AND THEIR RESPECTIVE CONTACTS ARE AS FOLLOWS:
A. CITY WATER AND SEWER - NATE WILLIAMS (467- 4G19)
B. CITY STREETS AND STORM WATER - ED WHITE (467- •4907)
C. CITY ELECTRICITY - DARRYL STROTHER (467 -4808)
D. CITY GAS - LLOYD TURNER (467 -4809)
E. CABLE - SUDDENLINK (443 -1592)
F. TELEPHONE - CENTURYLINK (977 -9052)
9. IF UTILITIES WILL NEED TO BE RELOCATED DUE TO EXCA AI TION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
RELOCATION COST OF THE WATER AND SEWER ONLY.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CIT,' OF ROCKY MOUNT AND /OR NCDOT STANDARD
SPECIFICATIONS AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS AND DETAILS. CONTRACTOR
SHALL CONTACT NCDOT DIV. 4, DIST. 2 OFFICE PRIOR TO ANY WORK WITHIN NCDOT RIGHT -OF -WAY. A COPY OF ALL
APPROVED ENCROACHMENT AGREEMENTS SHALL BE KEPT ONSITE DURING ALL CONSTRUCTION ACTIVITIES.
CONTRACTOR IS RESPONSIBLE FOR COMPLETING ANY NEGE:SSARY ENCROACHMENT AGREEMENTS AND ALL
CORRESPONDENCE WITH THE NCDOT AND THE CITY OF RC10KY MOUNT ASSOCIATED WITH THESE AGREEMENTS.
11. ANY MONUMENT DISTURBED DURING CONSTRUCTION SHAL_ BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS.
12. MINIMUM SEPARATIONS BETWEEN EXISTING AND PROPOSEDD UTILITIES SHALL BE AS SPECIFIED IN THE CITY OF ROCKY
MOUNT STANDARD SPECIFICATIONS. IF UTILITY SEPARAEC SIN CONFLICTS. OCCUR DURING CONSTRUCTION, THE
CONTRACTOR SHALL COORDINATE REQUIRED ADJUSTMENT: WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
THE CONTRACTOR SHALL WORK AROUND EXISTING UTILITI:_S.
13. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR THE USE OF THE CONTRACTOR IN PROVIDING
PROTECTIONS FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE CITY, DESIGN CONSULTANT, AND /OR
AGENT SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OR LOCATION, SIZE, DEPTH OR COMPLETENESS OF
THE INFORMATION. BEFORE BEGINNING CONSTRUCTION, T-1E CONTRACTOR SHALL CONTACT EACH OF THE UTILITY
OWNERS IN THE AREA OF CONSTRUCTION RELATIVE TO Tr E1R UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT
ALL UTILITIES FROM DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AND /OR RELATED WORK OF THE CONTRACTOR
OR HIS AGENTS. THE CONTRACTOR SHALL HOLD THE C17 Y HARMLESS FOR ANY INCONVENIENCE OR DELAY CAUSED
BY THE OPERATIONS OF OTHERS PERFORMING THE ABOViw WORK. NECESSARY ADJUSTMENT OR RELOCATION OF
EXISTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WILL BE PERFORMED BY THE UTILITY SERVICE PROVIDER. THE
CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE SATISFACTORY PROGRESS OF THE
PROJECT.
14. THE CONTRACTOR SHALL COMPLETE SOFT DIGS IN ORDER: TO VERIFY DEPTH AND LOCATION OF EXISTING GAS MAINS
AND REPORT FINDINGS TO THE OWNER PRIOR TO CONSTRI'JCTION.
15. A CITY REPRESENTATIVE MUST BE PRESENT PRIOR TO A tl) DURING ANY CONSTRUCTION WITHIN THE AREA OF
EXISTING GAS MAINS.
16. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OR RELOCATION OF GAS MAINS WITH THE CITY. THE CITY
MUST BE NOTIFIED TWO WEEKS IN ADVANCE OF CONSTRE CTION. ALL ADJUSTMENTS AND RELOCATIONS WILL BE
PERFORMED BY THE CITY.
17. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING
TRENCH EXCAVATION AND /OR PIPE INSTALLATION. CONTRACTOR TO USE EXTREME CAUTION WHEN WORKING IN
AREAS NEAR POWER TRANSMISSION LINES.
18. WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUINTERED, THE CONTRACTOR SHALL USE CARE IN WORKING
AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER. LINE IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH ?C 350 DUCTILE IRON PIPE AT HIS EXPENSE IN
ACCORDANCE WITH CITY OF ROCKY MOUNT UTILITY SPECFICATIONS. THE CONTRACTOR SHALL REPLACE A MINIMUM
OF 10 FEET OF SANITARY SEWER LINE AND /OR WATER LJ "CIE WITH PC 350 DUCTILE IRON PIPE WHEN DRAINAGE PIPE
COMES WITHIN 18 INCHES OF SAID LINES VERTICALLY OR 10 FEET HORIZONTALLY.
19. ALL WATER VALVES, WATER BOXES, WATER METER BOXES, WATER VAULTS, SANITARY SEWER MANHOLES, AND
CLEANOUTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR.
20. IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA BEHIND THE
PROPOSED CURB. IF RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL PROVIDE AND INSTALL
CONCRETE METER BOXES.
21. WATER AND SEWER LINES ARE TO REMAIN ACTIVE AT AL_ TIMES DURING CONSTRUCTION. IF THIS IS NOT POSSIBLE,
THEN CONTRACTOR SHALL FOLLOW CITY OF ROCKY MOU?Ii7 SPECIFICATIONS AND NOTIFY THE OWNER PRIOR TO THE
SCHEDULED SERVICE INTERRUPTIONS.
22. SEWER LATERALS ARE TO BE RECONNECTED PER CITY 01= ROCKY MOUNT SPECIFICATIONS.
23. ALL MANHOLE TOPS AND VALVE BOXES SHALL BE CONSTRUCTED FLUSH TO FINAL GRADE. WATER METER BOXES AND
SANITARY SEWER SERVICES DISTURBED BY CONSTRUCTICEN' SHALL BE SET TO GRADE IN ACCORDANCE WITH CITY OF
ROCKY MOUNT STANDARDS.
720 CORPORATE CENTER DRIVE: RELEASED FOR
RALEIGH, NC 2760' APPROVALS
(919) 782 -0495
BIDDING
Office Locations:
North Carolina Georgka CONSTRUCTION
South Carolina
RECORD DWG.
TRAFFIC CONTROL NOTES
mph . ..........................MILES
ABBREVIATIONS
1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES"
#•.• ................••••• .
ABAND ................
NUMBER
ABANDONED
(MUTCD).
A .....................................
AIR CONDITIONER
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING, MAINTAINING, AND REMOVING SIGNS,
A.D ...... ...
ALGEBRAIC DIFFERENCE
ASPHALT
BARRICADES, LIGHTS, ETC. IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST
ASPH .......................... _...
PAVT .........................
EDITION. FOR LANE CLOSURES OR DETOURS ON CITY STREETS, CONTACT THE CITY TRAFFIC ENGINEER AT
APPROX .............. ..APPROXIMATELY
PRESSURE CLASS
972 -1123 FOR APPROVAL OF APPROPRIATE INSTALLATION. FOR LANE CLOSURES OR DETOURS ON NCDOT
B /C .................... .,
BACK OF CURB
ROADWAYS, CONTACT THE DISTRICT ENGINEER AT 459 -2128. CONSTRUCTION SIGNING SHALL BE CONSIDERED
BIT ° ............. .....................BITUMINOUS
POINT OF INT
INCIDENTAL TO CONSTRUCTION AND .SHALL BE INCLUDED WITHIN THE UNIT PRICE OF THE OTHER WORK.
BM .............................. .. °..BENCH
MARK
POWER POLE
BOG .. ...............................
BOTTOM OF CHANNEL
3. CONTRACTOR SHALL IMMEDIATELY RESTORE ALL MAIL BOXES, ROADWAY SIGNS, ETC. AS SOON AS POSSIBLE, BUT
BRG .. ........................... ° °..
BEARING
AT A MINIMUM, THESE ITEMS SHOULD BE REPLACED PRIOR TO COMPLETION OF WORK ON THE DATE OF REMOVAL.
CB ...................................
CATCH BASIN
WHEN NECESSARY TO TEMPORARILY REMOVE A STOP SIGN, A TEMPORARY INSTALLATION OR FLAGMAN SHALL BE
C &G ....... ..........................CURB
AND GUTTER
USED IN ITS STEAD UNTIL THE PERMANENT SIGN CAN BE REPLACED.
CL ................. ..................,...
CLEARANCE
CA ........ ........................CENTER
LINE
REINFORCED CONC PIPE
CMP ................... ......CORRUGATED
MTL PIPE
RELOC .......................
CMPA .......................... ..••••CORRUGATED
MTL PIPE ARCH
EROSION CONTROL NOTES
CONC ...............................
CONCRETE
SOUTH
CONST .............................
CONSTRUCTION
STORM DRAIN
DCB .. ...............................
DOUBLE CATCH BASIN
1. TOTAL DISTURBED AREA: f 0.58 AC.
DB .... ............................ ° °.
DEED BOOK
SPLIT RAIL FENCE
DBL... ........................... .....
DOUBLE
2. MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND
DI ....................................
DROP INLET
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION
DIA ...................................
DIAMETER
SERVICE, CITY OF ROCKY MOUNT EROSION CONTROL ORDINANCE.
DIN ............... .......................
DRIVEWAY
TCE ...........................
DIM ..................................
DIMENSION
3. CONTRACTOR SHALL NOT. DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED LIMITS OF DISTURBANCE.
E ...... ...............................
EAST / EXSTING
4. SEE SHEET 5 FOR ADDITIONAL NOTES REGARDING EROSION CONTROL, MAINTENANCE PLAN, AND VEGETATIVE
EA ........................•••••• ....
ELEV .................. .......
EACH
ELEVATION
PLAN.
EOP ................... .......
EDGE OF PAVEMENT
5. ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY A CITY INSPECTOR. THE STOCKPILE WILL
ESMT ................................
ETCB
EASEMENT
ELONGATED THROAT CATCH BASIN
BE PROVIDED WITH GROUND COVER 7 -14 CALENDAR DAYS UPON COMPLETION OF ANY PHASE OF WORK. MULCH
.................. ......
EXISTING
WILL BE TACKED WITH EMULSIFIED ASPHALT.
EX ...................... ..
F/ C .. ...............................
FACE OF CURB
6. TRENCH EXCAVATION OR SPOIL MATERIAL SHALL NOT BE PERMITTED ON PAVED ROADWAYS. THE CONTRACTOR
FES .. ...............................
FLARED END SECTION
SHALL INCLUDE ADEQUATE COMPENSATION WITHIN HIS UNIT PRICE COST FOR THE CULVERT INSTALLATION FOR
FH ............................... ..,.
FIRE HYDRANT
ANY HAULING AND OFF -SITE STOCKPILING
FA .................... .......FLOW LINE
FOOT
FOC ................... .......
FIBER OPTIC CABLE
GV ..... ...............................
GAS VALVE
MAPPING N 0 TE S
HORIZ ..............................
HORIZONTAL
INT .............................. . ....
INTERSECTION
IN V ........:.. .........................INVERT
1. EXISTING INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY COMPLETED BY WK DICKSON & CO.,
IP ........... ..........................IRON
PIN SET
INC. DATED AUGUST 8TH, 2012.
JB ............... .....................JUNCTION
BOX
LT ....................................
2. SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM THE CITY OF ROCKY MOUNT
.. ...........LEFT
UTILITY INVENTORY AND TEST PITS PERFORMED BY THE CITY OF ROCKY MOUNT IN JULY 2013.
LP ..................... .....LIGHT
LP ....................................
LIGHT POLE
3. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND REPORT AND DISCREPANCIES TO THE OWNER PRIOR TO
M .. ........................... °...
MAX .................................
MAXIMUM
MAXIMUM
CONSTRUCTION.
MH ...................................
MANHOLE
MIN ... ...............................
MINIMUM
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL MAINTAIN A COPY OF ALL REQUIRED PERMITS AND APPROVALS ONSITE THROUGHOUT
CONSTRUCTION. CONSTRUCTION SHALL BE GENERALLY SEQUENCED AS NOTED BELOW.
2, INSTALL CONSTRUCTION ENTRANCES PER THE EROSION CONTROL PLAN ON SHEET 5
3. INSTALL ALL PERIMETER EROSION CONTROL MEASURES, LIMITS OF DISTURBANCE AND FIELD STAKE EXISTING
DRAINAGE AND UTILITY EASEMENTS AND WETLAND BOUNDARIES. CONTRACTOR TO FIELD STAKE THE EXISTING
DRAINAGE AND UTILITY EASEMENT LINES LOCATED AT 3900 GLOUCESTER ROAD, 3900 WOODSTOCK ROAD, 3904
WOODSTOCK ROAD AND 5100 NETHERWOOD DRIVE. EASEMENT LINES SHALL BE STAKED EVERY 25 FEET BOTH
INSIDE AND OUTSIDE LIMITS OF DISTURBANCE.
4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES BETWEEN WHAT IS FOUND
IN THE FIELD AND WHAT IS SHOWN ON THE PLANS TO THE OWNER PRIOR TO CONSTRUCTION. REWORK DUE TO
CONTRACTORS FAILURE TO VERIFY EXISTING CONDITIONS WILL BE COMPLETED AT THE EXPENSES OF THE
CONTRACTOR.
5. PRIOR TO CLEARING AND GRUBBING /CONSTRUCTION, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION
OF EROSION CONTROL MEASURES WITH THE ENGINEER AND CITY OF ROCKY MOUNT ENVIRONMENTAL INSPECTOR.
UPON RECEIPT OF CERTIFICATE OF COMPLIANCE, GRUBBING /CONSTRUCTION MAY BEGIN.
6. COMPLETE WATER AND SEWER INSTALLATION AS NOTED ON SHEET 7 IN ACCORDANCE WITH PROJECT
SPECIFICATIONS.
7. INSTALL TEMPORARY ACCESS ROAD, ASSOCIATED TRAFFIC CONTROL AND EROSION CONTROL MEASURES. OWNER
SHALL RECEIVE ALL REQUIRED TESTING RESULTS AND SUBMITTALS AS NOTED IN PROJECT SPECIAL PROVISION
FOR THE TEMPORARY ACCESS ROAD PRIOR TO REQUEST FOR INSPECTION. OWNERS INSPECTION OF THE
TEMPORARY ROAD AND ACCEPTANCE OF REQUIRED SUBMITTALS SHALL BE COMPLETED BEFORE THE TEMPORARY
ACCESS ROAD IS OPEN FOR TRAFFIC.
8. INSTALL PROPOSED CULVERT, ASSOCIATED DRAINAGE SYSTEM IMPROVEMENTS, PAVING AND GRADING. FOR
CONSTRUCTION OF CULVERT, FOLLOW PUMP AROUND SEQUENCE SHOWN ON DETAIL 4/11.
9. SCHEDULE INSPECTION AND ACCEPTANCE OF INSTALLED CULVERT AND PAVEMENT.
10. ONLY AFTER COMPLETION OF INSPECTION, TRAFFIC MAY BE REROUTED TO THE NEW SECTION OF WOODSTOCK RD.
11. REMOVE TEMPORARY ACCESS ROAD. PUBLIC TRAFFIC MUST BE ALLOWED ALONG WOODSTOCK ROAD AT ALL
TIMES DURING AND AFTER THE REMOVAL OF THE TEMPORARY ACCESS ROAD.
12. RESTORE STREAM BANK AND WETLANDS BACK TO EXISTING CONDITIONS (UNLESS NOTED OTHERWISE).
13. REMOVE ALL EROSION AND TRAFFIC CONTROL MEASURES.
DATE �`��ittllt /a���7
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SEAL
033724 a
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MONO .... .....................MONOLITHIC
mph . ..........................MILES
PER HOUR
MTL ............................ METAL
N ...............................
NORTH /NORTHING NAD
83 .............................
NORTH AMERICAN DATUM 1983
NTS ...........................
NOT TO SCALE
0/H ...........................OVER
HEAD
OC .......... . ° ° ° ° ..............ON
CENTER
PAVT .........................
PAVEMENT
PC .............................
PRESSURE CLASS
PERM ........................
PERMANENT
PG.............................
PAGE
PI ..............................
POINT OF INT
PK .............................
PK NAIL SET
PP ............................
POWER POLE
PROP ........................
PROPOSED
PSE ...........................
PERM SW ESMT
PT .............................
POINT OF TANGENCY
PVI ............................
POINT OF VERT INT
RUE ...........................
PERM UTILITY ESMT
r ....... .........................
RADIUS
RCBC .........................
REINFORCED CONC BOX
CULVERT
RCP .................
REINFORCED CONC PIPE
RD.............................
ROAD
RELOC .......................
RELOCATE
RT .............................
RIGHT
R/W \ ROW ..............RIGHT OF WAY
S...............................
SOUTH
SAN ........................... SANITARY
SD .............................
STORM DRAIN
SDE ..........................
STORM DRAINAGE EASEMENT
SF .............................
SQUARE FOOT S/R
FENCE .......................
SPLIT RAIL FENCE
SS .............................
SANITARY SEWER
STA ...........................
STATION
STD ...:.......................
STANDARD
SW ........................... °.
SIDEWALK
SY ............................. SQUARE YARD
TAN ...........................
TANGENT
TCE ...........................
TEMP CONST ESMT
TEMP .... °°°° °°...... °,.:....
TEMPORARY
TP ........ ,°..°°°° ............. TRAVERSE POINT
T /W ..........................
TEST WIRE
TYP ........................... TYPICAL
U /G . ..........................UNDER
GROUND
VC ............................
VERTICAL CURVE
VERT ... ......................
VERTICAL
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VITRIFIED CLAY PIPE
W... ...........................
WEST
W /..., °. °........ .............. WITH
WM ...........................
WATER METER W
VAULT ......................
WATER VAULT
WV ° ........................... WATER VALVE
YI ..............................
YARD INLET
60p ...........................
SIXTY PENNY NAIL SET
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AND WIFE
MARGARET D. MITCHELL
3900 WOODSTOCK RD
DR' 1068, leis: 561 / �Q
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PIN "'s 3630196728032 i,
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PROJECT MANAGER
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PROJECT DATE
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9/5/13
APPROVED BY
PROJECT NUMBER
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20110202.00.RA
PLOT DATE
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L, RAYNOR z Cab: 1615, PG: 326
900 GLOUCESTER PIN j 38,301971199.3 MEt: 11. Po 32€7 III: 1023, P£>: oar
PttV # 363079710967
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community infrastructure consultants
NC LICENSE NO. F -0374
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5100 NE7HERWOOD DR.
08.* 1403 AD: 429
me. 11, PD: 359
PIN #.383019710726
720 CORPORATE CENTER DR.,,,/E RELEASED FOR
RALEIGH, NC 27607
(919) 782- 04.95 APPROVALS
BIDDING
Office Locations:
North Carolina Geor:�lia CONSTRUCTION
South Carolina
DATE
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AND UTILITY EASEMENT \
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SANITARY SEWER MANHOLE
POWER POLE
SIGN
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C\ TREE
_ F.y GAS LINE
W WATER LINE
-\ - SEWER LINE
STORM PIPE
U E UNDERGROUND ELECTRIC
PROPERTY LINE /ROW
-- - - EASEMENT
X FENCE
— - - TB - - — TOP OF BANK
— - - BB - - — BOTTOM OF BANK
- - - - - CURB AND GUTTER
-- -- ASPHALT
WETLANDS
RIP RAP
115 MAJOR CONTOUR
- MINOR CONTOUR
REMOVE EXISTING 'TREE
RIPARIAN BUFFER
NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. ANY
FINDINGS THAT DIFFER FROM THE EXISTING CONDITIONS SHOWN ON THESE PLANS SHALL BE
REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL VERIFY THE DEPTH SIZE AND MATERIAL OF EXISTING WATER AND
SANITARY SEWER AND REPORT FINDINGS TO THE ENGINEER PRIOR TO CONSTRUCTION.
3. EXISTING CONDITIONS WHERE TAKEN FROM SURVEY DATA COLLECTED BY WK DICKSON & CO, INC.
IN AUGUST 2012.
4. TEST PITS (POTHOLES) PERFORMED BY THE CITY OF ROCKY MOUNT SHOWN ON THIS SHEET WERE
PERFORMED IN JULY 2013.
5. CONTRACTOR TO FIELD STAKE THE EXISTING DRAINAGE AND UTILITY EASEMENT LINES LOCATED
AT 3900 GLOUCESTER ROAD, 3900 WOODSTOCK ROAD, 3904 WOODSTOCK ROAD AND 5100
NETHERWOOD DRIVE. EASEMENT LINES SHALL BE STAKED EVERY 25 FEET BOTH INSIDE AND
OUTSIDE LIMITS OF DISTURBANCE.
BID SET -NOT FOR
CONSTRUCTION
EXISTING CONDITIONS PLAN
CATCH BASIN
STORM PIPE
Immmmmmok
TREE PROTECTION
—LOD
LIMITS OF DISTURBANCE
SILT FENCE
-► -► -.-
CHECK DAM
CONSTRUCTION ENTRANCE
INLET PROTECTION
�.w� .;
RIP RAP
sc
SAW CUT LINE
MAJOR CONTOUR
-- -<0> -
MINOR CONTOUR
TEMP. EMBANKMENT LIMITS
RIFFLE GRADE CONTROL
L_ L_ L_ L.. i..,.
EROSION CONTROL MATTING
TEST PIT DIG
CONCRETE BARRIER
SANITARY MANHOLE
NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. ANY
FINDINGS THAT DIFFER FROM THE EXISTING CONDITIONS SHOWN ON THESE PLANS SHALL BE
REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL VERIFY THE DEPTH SIZE AND MATERIAL OF EXISTING WATER AND
SANITARY SEWER AND REPORT FINDINGS TO THE ENGINEER PRIOR TO CONSTRUCTION.
3. EXISTING CONDITIONS WHERE TAKEN FROM SURVEY DATA COLLECTED BY WK DICKSON & CO, INC.
IN AUGUST 2012.
4. TEST PITS (POTHOLES) PERFORMED BY THE CITY OF ROCKY MOUNT SHOWN ON THIS SHEET WERE
PERFORMED IN JULY 2013.
5. CONTRACTOR TO FIELD STAKE THE EXISTING DRAINAGE AND UTILITY EASEMENT LINES LOCATED
AT 3900 GLOUCESTER ROAD, 3900 WOODSTOCK ROAD, 3904 WOODSTOCK ROAD AND 5100
NETHERWOOD DRIVE. EASEMENT LINES SHALL BE STAKED EVERY 25 FEET BOTH INSIDE AND
OUTSIDE LIMITS OF DISTURBANCE.
BID SET -NOT FOR
CONSTRUCTION
EXISTING CONDITIONS PLAN

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DRAWN BY
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DRAWING SCALE
EXISTING
720 CORPORATE CENTER DRi E
RELEASED FOR DATE
--
5,%WK
RALEIGH, NC 276:7
(919) 782- 04 +,95
APPROVALS
PROJECT DATE
9/5/13
IRON PIPE
BIDDING
PROJECT NUMBER
PROJECT NUMBER
CATCH BASIN
Office Locations:
2 A
community infrastructure consultants
North Carolina Georgia
CONSTRUCTION
PLOT DATE
NO LICENSE NO. F -0374
South Carolina
TREE PROTECTION
9/5/13
SANITARY SEWER MANHOLE
RECORD DWG.
\A\.\ CARO
SEAL el.
033724
",ii/111100 5,0
LEGEND
NOTES:
1. SEE TRAFFIC CONTROL PLAN SHEET 6 FOR TEMPORARY TRAFFIC DETOUR. CONTRACTOR MUST
PROVIDE UNINTERRUPTED INGRESS AND EGRESS TO WOODSTOCK RD THROUGHOUT CONSTRUCTION.
ALL TRAFFIC CONTROL MEASURES AND PROCEDURES SHALL COMPLY WITH CONTRACT
DOCUMENTS, CITY OF ROCKY MOUNT STANDARDS AND THE LATEST REVISION OF THE MANUAL ON
TRAFFIC CONTROL. DEVICES (MUTCD).
2. EXISTING RIP RAP ALONG THE STREAM BANK SHALL BE REMOVED FROM AREAS IMPACTED BY
CONSTRUCTION, STOCKPILED AND REPLACED ALONG STREAM BANK. SEE SHEET 5 FOR STOCKPILE
LOCATIONS.
3. MINIMUM SEPARATIONS BETWEEN EXISTING AND PROPOSED UTILITIES SHALL BE AS SPECIFIED IN
THE CITY OF ROCKY MOUNT STANDARD SPECIFICATIONS. IF UTILITY SEPARATION CONFLICTS
OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE REQUIRED ADJUSTMENTS
WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR SHALL WORK AROUND
EXISTING UTILITIES,
4. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH EXCAVATION AND /OR PIPE INSTALLATION. CONTRACTOR TO USE
EXTREME CAUTION WHEN WORKING IN AREAS NEAR POWER TRANSMISSION LINES.
5. CONSTRUCTION SHALL NOT EXTEND BEYOND THE LIMITS OF CONSTRUCTION AS DELINEATED ON
THE CONTRACT DOCUMENTS.
6. CONTRACTOR SHALL PROVIDE DE- WATERING AND PUMP AROUND MEASURES AS REQUIRED TO
MAINTAIN DRY WORKING CONDITIONS. DE- WATERING SHALL BE PROVIDED IN ORDER TO KEEP
THE WATER TABLE NO LESS THAN 2.0 FEET BELOW THE PREPARED CULVERT SUBGRADE. PUMP
AROUND OF STREAM FLOW SHALL BE CONDUCTED PER DETAIL 4/11.
SCALE: 1" M 2'
VERTICAL
Know whars below.
Call before you dig.
BID SET —NOT FOR
CONSTRUCTION
PLAN AND PROFILE
EXISTING
PROP.
d
IRON PIPE
CATCH BASIN
CATCH BASIN
0
TELEPHONE PEDESTAL
�=
STORM PIPE
TREE PROTECTION
SANITARY SEWER MANHOLE
LOD
LIMITS OF DISTURBANCE
POWER POLE
'
SILT FENCE
SIGN
-" -"
CHECK DAM
SHRUB
CONSTRUCTION ENTRANCE
TREE
oo
INLET PROTECTION
GAS LINE
W
WATER LINE
RIP RAP
sc
SAW CUT LINE
SEWER LINE
tea"`
MAJOR CONTOUR
-- ---_°
STORM PIPE
y
MINOR CONTOUR
UE
UNDERGROUND ELECTRIC
TEMP. EMBANKMENT LIMITS
__....._. ,._ _._ __ __._ ... ..................��..�_�,_....
PROPERTY LINE /ROW ROW
RIFFLE GRADE CONTROL
— ---
EASEMENT
FENCE
rC7E7===1
ILLILLU
EROSION CONTROL MATTING
- X
-
— - - TB
- - _-
TOP OF BANK
TEST PIT DIG
— - - BB
- - —
BOTTOM OF BANK
CONCRETE BARRIER
CURB AND GUTTER
SANITARY MANHOLE
-
ASPHALT
WETLANDS
_'.
RIP RAP
-. -115
--
MAJOR CONTOUR
MINOR CONTOUR
NOTES:
1. SEE TRAFFIC CONTROL PLAN SHEET 6 FOR TEMPORARY TRAFFIC DETOUR. CONTRACTOR MUST
PROVIDE UNINTERRUPTED INGRESS AND EGRESS TO WOODSTOCK RD THROUGHOUT CONSTRUCTION.
ALL TRAFFIC CONTROL MEASURES AND PROCEDURES SHALL COMPLY WITH CONTRACT
DOCUMENTS, CITY OF ROCKY MOUNT STANDARDS AND THE LATEST REVISION OF THE MANUAL ON
TRAFFIC CONTROL. DEVICES (MUTCD).
2. EXISTING RIP RAP ALONG THE STREAM BANK SHALL BE REMOVED FROM AREAS IMPACTED BY
CONSTRUCTION, STOCKPILED AND REPLACED ALONG STREAM BANK. SEE SHEET 5 FOR STOCKPILE
LOCATIONS.
3. MINIMUM SEPARATIONS BETWEEN EXISTING AND PROPOSED UTILITIES SHALL BE AS SPECIFIED IN
THE CITY OF ROCKY MOUNT STANDARD SPECIFICATIONS. IF UTILITY SEPARATION CONFLICTS
OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE REQUIRED ADJUSTMENTS
WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR SHALL WORK AROUND
EXISTING UTILITIES,
4. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH EXCAVATION AND /OR PIPE INSTALLATION. CONTRACTOR TO USE
EXTREME CAUTION WHEN WORKING IN AREAS NEAR POWER TRANSMISSION LINES.
5. CONSTRUCTION SHALL NOT EXTEND BEYOND THE LIMITS OF CONSTRUCTION AS DELINEATED ON
THE CONTRACT DOCUMENTS.
6. CONTRACTOR SHALL PROVIDE DE- WATERING AND PUMP AROUND MEASURES AS REQUIRED TO
MAINTAIN DRY WORKING CONDITIONS. DE- WATERING SHALL BE PROVIDED IN ORDER TO KEEP
THE WATER TABLE NO LESS THAN 2.0 FEET BELOW THE PREPARED CULVERT SUBGRADE. PUMP
AROUND OF STREAM FLOW SHALL BE CONDUCTED PER DETAIL 4/11.
SCALE: 1" M 2'
VERTICAL
Know whars below.
Call before you dig.
BID SET —NOT FOR
CONSTRUCTION
PLAN AND PROFILE

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SEEDING MIXTURE SPECIES RATE
CENTIPEDEGRASS 10 -20 LB /ACRE (SEED)
OR 33 BU /ACRE (SPRIGS)
GERMAN MILLET 10 (LB /ACRE)
SEEDING DATES MAR. — JUNE
(SPRIGGING CAN BE DONE THROUGH JULY WHERE WATER IS AVAILABLE FOR
IRRIGATION.)
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 IBLACRE
10 -10 -10 FERTILIZER.
SPRIGGING j
PLANT SPRIGS IN FURROWS WITH A TRACTOR —DRAWN TRANSPLA`>TER, OR
BROADCAST BY HAND.
FURROWS SHOULD BE 4 -6 INCHES DEEP AND 2 FEET APART. PLACE SPRIGS
ABOUT 2 FEET APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL
(FIGURE 6.11D).
BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP 1/2-2
INCHES OF SOIL WITH A DISK SET STRAIGHT SO THAT SPRIGS ADIE NOT
BROUGHT BACK TOWARD THE SURFACE.
MULCH
APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, 'BETTING, OR BY
CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
FERTILIZE VERY SPARINGLY -20 LB /ACRE NITROGEN IN SPRING �i'TH NO
PHOSPHORUS. CENTIPEDEGRASS CANNOT TOLERATE HIGH PH OR EXCESS
FERTILIZER.
PERMANENT SEEDING SCHEDULE
NOT TO SCALE
QJ�
X
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ii
—_ PROP. TRAFFIC DETOUR
15 "G SEC- -SHEET 6
X 40 ORAIAIAGE TEMPORARY
UTILITY EASEMENT EMBANKMENT LIMITS
TEMP. HDPE PIPES,
SEE DETAIL 1/13
d
a
15 "®9 ^M
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EX. DRAINAGE
\AND UTILITY EASEM NT
r. e
0.03 AC OFD , . ° N.
TEMP. IMPACT
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SEE NOTE 6
/i/ TEMP. IMPACT
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SEE NOTE 6
15 "ELM f�
20 "MAPLE
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TEMPORARY
EMBANKMENT
LIMITS
12 »PO (.AR
TEMP. �6" HDPE PIPE
(39 LF), SET 1fy� 0 x0.01. AC. OF
1 L
)0TTOM OF DITCHUNE. TEMP. IMPACT
PROVIDE MIN. COVER 15'_0AK, TO WETLANDS,
OF 1.5',T G SEE NOTE 6
ROAQ,SURFs4CE EX. LANDSCAPED _
%v AREA / !
SYMBOL
C❑NDITI ❑NS WHERE Wherever traffic will be teaving a corstruction site and moving directty onto a C❑NSTRUCTI ❑N t. Cieor the entrance and exit area of all vegetation, roots, and other cinjec-
PRACTICE APPLIES public road or other paved off -site -ea. Construction plans should Limit traffic SPECIFICATI ❑NS tlonabte material and property grade It.
to property constructed entrances.
2. Place the gravel to the specific grade and dimensions shown on the plans, and
DESIGN CRITERIA Aggregrate Size -Use 2 -3 inch washed stone. smooth It,
Dimensions of gravel pad- 3. Provide drainage to carry water to a sediment trap or other suitable Nutlet.
Thickness; 6 Inches minimum
Width; 12 -ft minimum or full width at all points of the vehicular 4. Use geotextite fabrics because they improve stability of the Foundationi in
entrance and exit area, Ahichever is greater locations subject to seepage or high water table,
Length: 100 -ft minimum
MAINTENANCE Maintain the gravel pad in o condition to prevent mud or sediment from leaving
Location- Locate construction entranc =_s and exists to limit sediment from the construction site, This may require periodic topciressing with 2-inch shine.
Leaving the site and to provide for ri =dmum utility by alt construction vehicles. AFter each rainfall, inspect any structure used to trap sediment and clean it out
Avoid steep grades and entrances at curves In public roads. as necessary. Immediately remove alt objectionable materials spitted, washed;.
or tracked onto public roadways,
Washing -If conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be
washed. Washing should be done on c,,, area stabilized with crushed stone that
drains into a sediment trap or other suitable disposal area. A wash rack may also
be used to make washing more conven`.ent and effective.
REV IS, IONS APPROVED STD. Nfo.
\10 DATE DESCRIPTI ❑N — 3,17
DEPT. ENGINEEnRING UAUTE REVIS10
09 -22 -2010 -
CONSTRUCTION ENTRANCE DETAIL
NUT 10 SCALE
)ROJECT MANAGER
JPK
DRAWN BY
ERB
APPROVED BY
720 CORPORATE CENTER DRIVE RELEASED FOR
RALEIGH, NC 2760' APPROVALS
(919) 782 -049:
BIDDING
Office Locations:
North Carolina Georgic CONSTRUCTION
South Carolina
RECORD DWG.
11;1
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AND G VE N
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IMITS 0 X` U15"MAGNOLIA
DISTURBANCE"
0.58 At
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HAY BALES ARE NOT AN ACCEPTABLE ALTERNATIVE
TO SILT FENCING.
TOP AND BOTTOM STRAND
SHALL BE IO GAUGE MIN.
S° MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX EXTRA STRENGTt•l rABRIC WITHOUT WIRE FENCE
MIDDLE AND VERTICAL WIRES FILTER FABRIC
{ SHALL BE 12 112 GAUGE MIN.
Tr
18 -24„
DATE ® ® \A k \iCARO�` //'
SEAL
033724
°
0I0: 0,55
fill i
LEGEND
EXISTING
0
IRON PIPE
STORM PIPE
CATCH BASIN
LOD
LIMITS OF DISTURBANCE
TELEPHONE PEDESTAL
SILT FENCE
SANITARY SEWER MANHOLE
CHECK DAM
POWER POLE
_
SIGN
RIP RAP
,.: .......,;:.;r.:
SHRUB
sc
SAW CUT LINE
TREE
MAJOR CONTOUR
'; .
GAS LINE
TEMP. EMBANKMENT LIMITS
i
W
- -
SEWER LINE
TEST PIT DIG
CONCRETE BARRIER
STORM PIPE
U E
UNDERGROUND ELECTRIC
_...__ -,.._ _.. -._ ........___ ..
_._ .._ -.
PROPERTY LINE /ROW
--
EASEMENT
X
—
7 7
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- - —
CURB AND GUTTER
-
FILTER FABRIC t_a
NOTES:
WIRE
j
8° DOWN & 4"
_-- w RE
-
MAJOR CONTOUR
FORWARD ALONG
WIRE SHALL BE A MINIMUM OF 32"
IN WIDTH AND SHALL HAVE A MINIMUM
THE TRENCH
STEEL
OF 6 LINE WIRES WITH 12° STAY SPACING-
FILTER FABRIC
-�° - -" l �J POST
FILTER FABRIC SHALL BE A MINIMUM OF
COMPACTED FILL
36' IN WIDTH, SHALL MEET THE REQUIRE-
MENTS OF NCDOT SSRS SECTION 1056 FOR
UPSLDPE
TYPE 3, CLASS A FILTER FABRIC, AND SHALL
SYMBOL
BE FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5'-0` IN HEIGHT
AND BE OF THE SELF— FASTNER ANGLE STEEL
TYPE:
F24 "r
WOOD POST SILT FENCE IS N AN
ACCEPTABLE ALTERNATIVE.
DATE ® ® \A k \iCARO�` //'
SEAL
033724
°
0I0: 0,55
fill i
LEGEND
EXISTING
NOTES:
1. CONTRACTOR IS TO INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES BEFORE
BEGINNING ANY `CORK.
2. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS
NOTED ON THE EROSION CONTROL DETAILS.
3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND
OPERATION ON A WEEKLY BASIS AND FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT.
ANY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE PRACTICE.
4. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF SEDIMENT
FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET. SEDIMENT FENCE SHALL BE
REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION.
5. STAGING AND STOCKPILING MAY BE DONE INSIDE THE LIMITS OF DISTURBANCE. ALL STOCKPILES
MUST BE SURROUNDED BY SILT FENCE.
6. CONTRACTOR SHALL RESTORE STREAM AND WETLAND AREAS UPSTREAM AND DOWNSTREAM OF
PROPOSED RCBC'S TO EXISTING CONDITIONS ONCE CONSTRUCTION IS COMPLETE.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION
IS ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END
OF EACH WORKING DAY TO INSURE MEASURES ARE FUNCTIONING PROPERLY.
2. GROUND COVER MUST BE PROVIDED FOR GRADED AREAS AFTER 7 DAYS FOR SLOPES 4:1 OR
STEEPER AND 14 DAYS FOR ALL OTHER SURFACES. TEMPORARY AND PERMANENT SEEDING
SHALL BE COMPLETED IN ACCORDANCE WITH SEEDING SPECIFICATION IN DETAIL 7/CO12
(TEMPORARY SEEDING) AND IN DETAIL 1 LOCATED ON THIS SHEET (PERMANENT SEEDING).
3. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED, THE
CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF
COMPLETION. AFTER APPROVAL, ALL REMAINING TEMPORARY EROSION CONTROL MEASURES MAY
BE REMOVED.
Know what's below.
SET-NOT Call before you dil
BID •"
CONSTRUCTION-
EROSION CONTROL PLAN
111161
0
IRON PIPE
STORM PIPE
CATCH BASIN
LOD
LIMITS OF DISTURBANCE
TELEPHONE PEDESTAL
SILT FENCE
SANITARY SEWER MANHOLE
CHECK DAM
POWER POLE
_
SIGN
RIP RAP
,.: .......,;:.;r.:
SHRUB
sc
SAW CUT LINE
TREE
MAJOR CONTOUR
'; .
GAS LINE
TEMP. EMBANKMENT LIMITS
WATER LINE
W
- -
SEWER LINE
TEST PIT DIG
CONCRETE BARRIER
STORM PIPE
U E
UNDERGROUND ELECTRIC
_...__ -,.._ _.. -._ ........___ ..
_._ .._ -.
PROPERTY LINE /ROW
--
EASEMENT
X
—
FENCE
— — — TS —
— —
TOP OF BANK
— — — aB —
— —
BOTTOM OF BANK
— — - - -
- - —
CURB AND GUTTER
-- -
ASPHALT
WETLANDS
j
RIP RAP
11,5
-
MAJOR CONTOUR
MINOR CONTOUR
NOTES:
1. CONTRACTOR IS TO INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES BEFORE
BEGINNING ANY `CORK.
2. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS
NOTED ON THE EROSION CONTROL DETAILS.
3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND
OPERATION ON A WEEKLY BASIS AND FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT.
ANY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE PRACTICE.
4. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF SEDIMENT
FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET. SEDIMENT FENCE SHALL BE
REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION.
5. STAGING AND STOCKPILING MAY BE DONE INSIDE THE LIMITS OF DISTURBANCE. ALL STOCKPILES
MUST BE SURROUNDED BY SILT FENCE.
6. CONTRACTOR SHALL RESTORE STREAM AND WETLAND AREAS UPSTREAM AND DOWNSTREAM OF
PROPOSED RCBC'S TO EXISTING CONDITIONS ONCE CONSTRUCTION IS COMPLETE.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION
IS ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END
OF EACH WORKING DAY TO INSURE MEASURES ARE FUNCTIONING PROPERLY.
2. GROUND COVER MUST BE PROVIDED FOR GRADED AREAS AFTER 7 DAYS FOR SLOPES 4:1 OR
STEEPER AND 14 DAYS FOR ALL OTHER SURFACES. TEMPORARY AND PERMANENT SEEDING
SHALL BE COMPLETED IN ACCORDANCE WITH SEEDING SPECIFICATION IN DETAIL 7/CO12
(TEMPORARY SEEDING) AND IN DETAIL 1 LOCATED ON THIS SHEET (PERMANENT SEEDING).
3. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED, THE
CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF
COMPLETION. AFTER APPROVAL, ALL REMAINING TEMPORARY EROSION CONTROL MEASURES MAY
BE REMOVED.
Know what's below.
SET-NOT Call before you dil
BID •"
CONSTRUCTION-
EROSION CONTROL PLAN
111161
CATCH BASIN
'
STORM PIPE
TREE PROTECTION
LOD
LIMITS OF DISTURBANCE
SILT FENCE
_11o. , 10, ---m-
CHECK DAM
CONSTRUCTION ENTRANCE
INLET PROTECTION
RIP RAP
,.: .......,;:.;r.:
sc
SAW CUT LINE
-_ _._;:•--- _._...._
MAJOR CONTOUR
'; .
MINOR CONTOUR
TEMP. EMBANKMENT LIMITS
RIFFLE GRADE CONTROL
EROSION CONTROL MATTING
®
TEST PIT DIG
CONCRETE BARRIER
SANITARY MANHOLE
NOTES:
1. CONTRACTOR IS TO INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES BEFORE
BEGINNING ANY `CORK.
2. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS
NOTED ON THE EROSION CONTROL DETAILS.
3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND
OPERATION ON A WEEKLY BASIS AND FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT.
ANY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE PRACTICE.
4. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF SEDIMENT
FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET. SEDIMENT FENCE SHALL BE
REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION.
5. STAGING AND STOCKPILING MAY BE DONE INSIDE THE LIMITS OF DISTURBANCE. ALL STOCKPILES
MUST BE SURROUNDED BY SILT FENCE.
6. CONTRACTOR SHALL RESTORE STREAM AND WETLAND AREAS UPSTREAM AND DOWNSTREAM OF
PROPOSED RCBC'S TO EXISTING CONDITIONS ONCE CONSTRUCTION IS COMPLETE.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION
IS ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END
OF EACH WORKING DAY TO INSURE MEASURES ARE FUNCTIONING PROPERLY.
2. GROUND COVER MUST BE PROVIDED FOR GRADED AREAS AFTER 7 DAYS FOR SLOPES 4:1 OR
STEEPER AND 14 DAYS FOR ALL OTHER SURFACES. TEMPORARY AND PERMANENT SEEDING
SHALL BE COMPLETED IN ACCORDANCE WITH SEEDING SPECIFICATION IN DETAIL 7/CO12
(TEMPORARY SEEDING) AND IN DETAIL 1 LOCATED ON THIS SHEET (PERMANENT SEEDING).
3. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED, THE
CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF
COMPLETION. AFTER APPROVAL, ALL REMAINING TEMPORARY EROSION CONTROL MEASURES MAY
BE REMOVED.
Know what's below.
SET-NOT Call before you dil
BID •"
CONSTRUCTION-
EROSION CONTROL PLAN
111161

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,MES W MITCHELL, JR.
AND WIFE
ARGAREI' D. MITCHFLL
5900 WOODSTOCK RD
Da. 1068, F'6. 561
B; 11, PQ 320
PIN # 38.3019628032
X
�k X
�XJ
/ �I
PLACE SIGN AT- ---'�
INTERSECTION OF
GLOUCESTER ROAD,
MARK AS "200 FT"
O
PLACE SIGN 100 FEET '
FROM WORK AREA, k
MARK AS "100 FT"
MIN. -20' RADIUS
10 "GUM '
TEMP. 20' ACCESS \RO
NTH CONCRETE BARRI S,
SEE DETAIL 1/13 '
15 "G`��
PROVIDE CONCRETE & LGU-M_gR�g \
BARRIERS W/ REFLECTORS
S N
- BU_
MUM. W M UJIUQ
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lio \��eFER
15 "ELM 22" AK
// / / 2
`-LACE "END
SIGN AT IN-11
11 j X. W TER LINE l 11 Z GLOUCESTER
Ill j� SEE OTE 2. �l /�/ f
81 111 z�
III ;(b Ili I
DIVERSION _-
SIGN
• s
ASPNAI T OR;V0WA;
I
/ f W� //�
/ I
I
CATCH BASIN
LOD
LIMITS OF DISTURBANCE
TELEPHONE PEDESTAL
ROY J. RA'rI JOR I
AND WrE
BARBARA L. RAtYNOR !
.3900 GLOUCESTER i' � �
11, Pty: 320
Pr 1022, PG; 685
i2B:
MN # 363019713967 � Q
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4i I
JAMES A.
AND
DONNA W.
D& 1615,
PIN #r ,383
/ /�
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®VIDE DRUMS To ®
( I I `'�IERT TRAFFIC
m� --------
ARRICADE% SEE \ DECK 1
TRAFFIC CONTROL \,
SIGNS, THIS SHEET j
,7 , ( .) 22"OAK
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C' LANDSCAPED at _
nEX. DSCAPE \ �� o
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NDSCAPED
III I ( I I AKKICAPES, SEE I \ \: \ �\ ' m 12 "OAK e
my a -
TRAFFIC CONTROL \\ \ \ \ A e
r j SIGNS, THIS SHEET
(TYP.) 00 \ \ 4 „nAK /= 18.: t?'1 0 ANC
o % i. >.
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"cum 10 "MAPLE ��''\� _ !%
db 0m ` t viK I I I I I ROVIDE DRUMS TO \ .,`� ��\ g }.. -� �1 ' 8 ° •
aI
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20' MAPLE " �, / I DIVERT TRAFFIC 1 �Oj i. -` 30 OAK
TEMP. 36 HDPE PIPE
(39 LF), SET IN ------------
.. - ......... 1 k'
BOTTOM OF DITCHLINE.
PROVIDE MIN. COVER /88" POP' js �I 1 I EE 3 TREE
Y ��
OF 1.5 TO GRAVEL / �O e / { {j t o
ROAD SURFACE �¢ 'ti { L I 1 X LOD LOD --- ....LOD -�... 3 „TREE
APL�E/ 12 "POPLAR I " x LOD o
x- -� x - 1 j t I EX. DRAINAGE
%( X
EX GAZEBO 00 �� * ' ' � a� , �' x AND UTILITY EASEMENT
EX. DRAINAGE i t III
/ LO a ® _OD I 015"MAGNOLIA
°I I o I �l (yYR � AND UTILITY EASEIII�NT a.,. !, "�,�(I j
/ 15 °SJAK. MIN. 20 RAD U =
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EX. LANDSCAPED % LOD I I I,
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AREA i i } LACE .EFT DIVERSION _ _
j� ® I `SIGN BEFORE DRUMS �_
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WORK
01
Wx 36"
MYRTLE
I! LACE SIGN 150 FEET ®<✓��� I; I I (I
x FROM WORK AREA, GUM _a���a I:I I �' 20 TREE
CLAYTON T. LA DAU b
AND 141 PLACE "END ROAD WORK 11 I '� III i MARK AS "150 FT" \ ��A�
COR YNN L. LA BAU SIGN AT INTERSECTION OF z 11 I
.3904 WOODSTOCK RD? III LACE SIGN AT _
D8, 1198, PG: 66 NETHERWOOD DRIVE W III INTERSECTION OF _..
07.96
era: III, PG; . .Q I I I X NETHERWOOD DRIVE, 18 "HICKORY
rN 383f319%1S8iF ti 110 01 I i MARK AS 0300 FT"
TRAFFIC CONTROL NOTES: CONTRACTORS AND STATIONED AT THE LOCATIONS SPECIFIED OR AS DIRECTED BY INCH IS TO REMAIN OVERNIGHT, BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND
5. TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL THE ENGINEER. A FLUORESCENT ORANGE CAP MAY BE REQUIRED. ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE
ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE DRAWINGS AND STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE OR USE TRAFFIC BEARING STEEL PLATES.
REQUIREMENTS OF THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE OCCURRING ON THE PROJECT. 13. DO NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVELWAY WITHIN THE
DEVICES, THE CURRENT EDITION OF THE NORTH CAROLINA DEPARTMENT OF THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE SAME LOCATION ON A TWO -LANE, TWO -WAY ROAD. 28. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS. THE CITY
TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL ACTUAL FIELD CONDITIONS. UNFORESEEN FIELD SITUATIONS, MAY PREVENT THE OF ROCKY MOUNT SHALL PROVIDE AND INSTALL ALL FINAL CITY SIGNAGE.
DEVICES FOR STREETS AND HIGHWAYS, THE NCDOT ROADWAY STANDARD DRAWINGS AND ADAPTION OF THE PRESCRIBED TYPICAL DRAWING OR STANDARD EXACTLY AS SHOWN. 14. DO NOT INSTALL MORE THAN ONE LANE CLOSURE, IN ANY ONE DIRECTION, ON ANY
THE CURRENT ED11ION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT, ROAD. 29. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY
STRUCTURES. CHANGE, AND /OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE WITHIN THE SAME AREA.
15. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD TYPICAL DRAWINGS AND /OR STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND EFFICIENT MANNER. PATTERN. 30. INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS
CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE MAY BY THE PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND 6. CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR 16. IN THE EVENT ATIE -IN CANNOT BE MADE IN ONE DAYS TIME, BRING THE TIE -IN
ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED STANDARDS BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES AREA TO AN APPROPRIATE ROADWAY ELEVATION, AS DETERMINED BY THE ENGINEER.
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8 -7) AND BLACK ON ORANGE
COVERING OR REMOVAL DEVICES. REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE "PAVEMENT ENDS" SIGNS (W8 -3) 500 FT (150m) AND 1000 FT (300m) RESPECTIVELY
LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION ROADWAY ALONG UNPAVED AREAS.
CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED WHEN TWO OR MORE TYPICALS AND /OR ROADWAY STANDARD DRAWINGS OVERLAP.
BY THE ENGINEER. 17. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH
7. TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. AT EXISTING GRADE, MEASURED FROM THE SIDE FACING TRAFFIC.
1. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND THESE ARE NORMALLY USED FOR SHORT -TERM OPERATIONS TO WARN AND GUIDE
MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND, /OR TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A CONSTRUCTION ZONE. 18. TYPE III BARRICADES SHALL BE OF SUFFICIENT LENGTH TO CLOSE ROADWAY.
CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS
CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL. PLANS. SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE 19. WHEN USING TYPE ill BARRICADES WITH SIGN MUTCD R11 -4 ATTACHED, BARRICADES
THE LOCATION AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL SE MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. SHALL BE OF SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY. CONTRACTOR SHOULD BE
APPROVED BY THE ENGINEER. INSTALL SAND BAG BALLAST, OR OTHER APPROVED DEVICES TO PREVENT MOVEMENT AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR
OF SIGNS BY WIND OR PASSING VEHICLES AS NEEDED, SIGNS SHALL BE REMOVED HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE
2. THE CONTRACTOR SHALL CONTACT THE CITY OF ROCKY MOUNT TRANSPORTATION WHEN NOT APPLICABLE. THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF 1 FOOT BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
PLANNING SERVICES (252 - 972 -1121) TWO WEEKS PRIOR TO BEGINNING ANY 'WORK ABOVE THE PAVEMENT SURFACE.
THAT WILL REQUIRE THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES 20. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT
BY THE CITY. CONTACT MUST BE IN WRITING WITH CURRENT TELEPHONE CONTACT. 8. WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START TO PROPOSED PAVING OPERATION.
THE CONTRACTOR IS TO NOTIFY THE CITY OF ROCKY MOUNT 10 WORKING DAYS IN UNTIL ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING, AND /OR CHANNELIZING
ADVANCE OF ANY ROAD CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER. 21. INSTALL ADVANCE WARNING DEVICES FOR LANE CLOSURE ACCORDING TO MUTCD.
MORE TRAVEL LANES. ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WLL BE
THE RESPONSIBILITY OF CITY OF ROCKY MOUNT FORCES; HOWEVER, PRIOR TO 9. ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING 22• CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS
REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL OR IN CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
NOTIFY THE CITY OF ROCKY MOUNT IMPLEMENTATION SECTION MANAGER A MINIMUM BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY.
OF 30 CALENDAR DAYS IN ADVANCE. THE TRAFFIC LANES SHALL NOT BE SI_,' FTED 23. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN
UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS COMPLETE AND READY FO?: 10. ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN ELEVATION BETWEEN LANES SHALL NOT EXCEED 1 INCH.
ACTIVATION. PAINT UNLESS OTHERWISE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS. 24. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) W20 -7A (C9) MAY BE REQUIRED
3. THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT 11. THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGGERS PRESENT DURING ALL TO DIRECT TRAFFIC THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION
WITH WELL - MAINTAINED SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING PERIODS OF CONSTRUCTION ACTIVITY TO ASSIST IN THE MOVEMENT OF TRAFFIC AND /0R CONSTRUCTION ACTIVITIES.
DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, AND /OR THROUGH THE WORK AREA. ADDITIONAL FLAGGERS MAY BE REQUIRED AS DIRECTED
CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS BY THE ENGINEER. 25. THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE
ENGINEER. 12. FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET 26. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE
WORN AS THE OUTER LAYER OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH BEEN OBLITERATED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAY'S
4. THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO A STOP /SLOW PADDLE (SEE MUTCD, PART VI, SECTION 6E, PAGE 6E -1). RED FLAGS OPERATIONS.
THEIR PROPERTY THROUGHOUT THE PROJECT, INCLUDING INGRESS AND EGRESS FOR WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY.
BUSINESSES. FLAGGERS, PROPERLY EQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE 27. IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1
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CONSTRUCTION
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. ANY
FINDINGS THAT DIFFER FROM THE EXISTING CONDITIONS SHOWN ON THESE PLANS SHALL BE
REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL VERIFY THE DEPTH, SIZE, AND MATERIAL OF EXISTING WATER AND
SANITARY SEWER AND REPORT FINDINGS TO THE ENGINEER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH EXCAVATION AND /OR PIPE INSTALLATION. CONTRACTOR TO USE
EXTREME CAUTION WHEN WORKING IN AREAS NEAR POWER TRANSMISSION LINES.
4. SANITARY MANHOLES SHALL BE CONSTRUCTED PER DETAILS 1 ON THIS SHEET AND DETAIL 5/10.
WATERTIGHT LIDS SHALL BE PROVIDED AT ALL THREE PROPOSED MANHOLES.
5. PROVIDE DOGHOUSE SANITARY MANHOLE (DETAIL 4/13) TO CONNECT TO EXISTING SANITARY
SEWER LINE. PROVIDE WATERTIGHT.UD AND FRAME PER DETAIL 1/7.
6. SEE DETAILS 3, 4, & 5 ON SHEET 12 FOR WATERLINE CONSTRUCTION DETAILS FOR DIP BEDDING,
22:5° BEND THRUST BLOCKS, AND 45° BEND THRUST BLOCKS RESPECTIVELY.
7. CONTRACTOR TO COORDINATE RELOCATION OF GAS LINE WITH GAS COMPANY. GAS LINE SHALL
BE INSTALLED WITH 3' MINIMUM COVER. RELOCATION TO BE COMPLETED BY GAS COMPANY.
W
NON- SHRINK GROUT
BULKHEAD AT EACH END
OF CASING PIPE
STYROFOAM PLUG TO
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DRAIN, WRAP STONE WITH FILTER FABRIC
A. TYPICAL CASING PIPE PLUG
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713" BY MASTER BUILDERS, OR
_QUAL.
CREEK CROSSING ENCASEMENT DETAIL
NOT.TO SCALE
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CURB AND GUTTER
SANITARY MANHOLE
- ---• -- ----
-
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IV//k
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NOT TO SCALE
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NOTE:
JON — SHRINK GROUT SHALL BE
'EUCO —N —S" BY THE EUCLID
;HEMICAL COMPANY, "MASTERFLOW
713" BY MASTER BUILDERS, OR
_QUAL.
CREEK CROSSING ENCASEMENT DETAIL
NOT.TO SCALE
B. PIPE ALIGNMENT GUIDE
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CONSTRUCTION
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HEADWALL -1 ELEVATION (UPSTREAM)
NOT TO SCALE
.......
HEADWALL -2 ELEVATION (DOWNSTREAM
NOT TO SCALE
- DRILL & EPDXY INTO
CULVERT, MIN. EMBED. = 5"
i
r
0
CAST IN PLACE CONCRETE BAFFLE DETAIL FOR CULVERT A
NTS
PROJECT MANAGER
JPK
DRAWN BY
ERB
APPROVED BY
JPK
PROP 10:'':X6'
RCBC
r
h
TOP OF WING ,O•
/ ELEV = 112.00
O
\ r
HEADWALL -1
UPSTREAM STRUCTURE
t '
t
> I
SEE DETAIL 2/9
FOR WING WALL
SECTION B -B
\ TOP OF ENDWALL
ELEV = 115.50
/
`py /
e
TOP OF WING
,O ELEV = 11200
REINFORCED CONCRETE HEADWALL DETAILS
NOT TO SCALE
10, -0"
1
RELEASED FOR
APPROVALS
PROJECT DATE
9/5/13
BIDDING
PROJECT NUMBER
PROJECT NUMBER A
2
CONSTRUCTION
HEADWALL -1
UPSTREAM STRUCTURE
t '
t
> I
SEE DETAIL 2/9
FOR WING WALL
SECTION B -B
\ TOP OF ENDWALL
ELEV = 115.50
/
`py /
e
TOP OF WING
,O ELEV = 11200
REINFORCED CONCRETE HEADWALL DETAILS
NOT TO SCALE
10, -0"
#5 @ 1' —O" O.C. VERT. —v CAST IN PLACE CONCRETE BAFFLE DETAIL FOR CULVERT B
- DR';.,',,-IL & EPDXY INTO NTS
CULVERT, ':kMN. EMBED. = 5"
BOX CULVERT BAFFLE DETAIL
NOT TO SCALE
DRAWING SCALE
--
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607 '
(919) 782 -049
.
Office Locations:
community nfrastructure consultants North Carolina Georgic,
NC LICENSE NO. F -0374 South Carolina
RELEASED FOR
APPROVALS
PROJECT DATE
9/5/13
BIDDING
PROJECT NUMBER
PROJECT NUMBER A
2
CONSTRUCTION
PLOT DATE
9/5/13
RECORD DWG.
O
r-
HEADWALL -2
DOWNSTREAM STRUCTURE
I
2' -0"
a
I
O
SEE DETAIL 2/9
FOR WING WAL
SECTION B -B
a
d
41
d O
a
e
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A
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#5 @ 1' —O" O.C. VERT. —v CAST IN PLACE CONCRETE BAFFLE DETAIL FOR CULVERT B
- DR';.,',,-IL & EPDXY INTO NTS
CULVERT, ':kMN. EMBED. = 5"
BOX CULVERT BAFFLE DETAIL
NOT TO SCALE
DRAWING SCALE
--
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607 '
(919) 782 -049
.
Office Locations:
community nfrastructure consultants North Carolina Georgic,
NC LICENSE NO. F -0374 South Carolina
RELEASED FOR
APPROVALS
PROJECT DATE
9/5/13
BIDDING
PROJECT NUMBER
PROJECT NUMBER A
2
CONSTRUCTION
PLOT DATE
9/5/13
RECORD DWG.
t
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a0
SEAL
e 029471 1 v q
PROP 1O'X6'
Z////— RCBC
1
I
IPROP. 10x6 RCBC
I
SEE DETAIL 2/9
FOR WING WALL
SECTION A -A
2' -8"
I
I TOP OF ENDWALL
ELEV = 115.50
1
SEE DETAIL 2/9
FOR WING WALL
SECTION B -B
3" PVC PIPE ® 8'
ON CENTER (PROVIDE
POSITIVE DRAINAGE)
FINISHED GRADE 6" TYP.
SEE DETAIL 2/9
FOR WING WALL
SECTION B -B
TOP OF ENDWALL
ELEV = 1.15.25
SEE DETAIL 2
FOR WING WALL
SECTION A -A
2' -8„
I
TOP OF ENDWALL
ELEV = 115.25
PROP. 10x6 RCBC-
PLAN VIEW
NOT TO SCALE
1'X1'X1' CRUSHED
j =1(I STONE AT WEEP -HOLE,
III- WRAPPED IN FILTER
c� III =11 / FABRIC
�- 6" SQUARE OF ALUMINUM OR
GALVANIZED STEEL HARDWARE
CLOTH MESH - ANCHOR TO WALL
WEEP HOLE DETAIL
NOT TO SCALE
TOP OF WING
ELEV = 111.00 \
/
0
' \ io
�o \
9° \ TOP OF WIN(
\ELEV = 112.01
\
• below.
Call before you dil
BID SET-NOT •
CULVERT DETAILS
F, "
•
•
I
� _
J
O
I
I
O
r-
HEADWALL -2
DOWNSTREAM STRUCTURE
I
2' -0"
a
I
O
SEE DETAIL 2/9
FOR WING WAL
SECTION B -B
' \ io
�o \
9° \ TOP OF WIN(
\ELEV = 112.01
\
• below.
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BID SET-NOT •
CULVERT DETAILS
F, "
•
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JOINT WRAP
PROP 1O'x 6' RCBC
FIGURE 1
12" MIN.
NOTES:
1. SEAL THE EXTERNAL JOINT WITH AN OUTSIDE SEALER WRAP THAT IS A7 LEAST 12 INCHES WIDE AND COVERS THE JOINT COVERING
ALL FOUR SIDES OF THE BOX SECTION. USE CONWRAP CS -212 FROM CONCRETE SEALANTS, INC., EZ -WRAP FROM PRESS -SEAL
GASKET CORPORATION, SEAL WRAP FROM MAR -MAC MANUFACTURING CO.,INC. CADILLOC EXTERNAL PIPE JOINT FROM CADILLOC, OF
AN APPROVED EQUAL FOR THE OUTSIDE SEALER WRAP. IF THE OUTSIDE SEALER WRAP IS NOT APPLIED IN A CONTINUOUS STRIP
ALONG THE ENTIRE JOINT, A 12 INCH MINIMUM OVERLAP OF THE OUTSIDE SEALER WRAP IS PERMITTED. BEFORE PLACING THE
OUTSIDE SEALER WRAP, CLEAN AND PRIME THE AREA RECEIVING THE OUTSIDE SEALER WRAP IN ACCORDANCE WITH THE SEALER
WRAP MANUFACTURER RECOMMENDATIONS. THE SEALER WRAP MANUFACTURER INSTALLATION RECOMMENDATION SHALL BE INCLUDEI
WITH THE SHOP DRAWINGS SUBMITTED FOR REVIEW. THE OUTSIDE SEALER WRAP SHALL BE INSTALLED IN TWO PIECES AS SHOWN 11
FIGURE 1.
2. COVER THE OUTSIDE SEALER WRAP WITH A 3 FOOT STRIP OF FILTER FABRIC CONFORMING TO TYPE 4 REQUIREMENTS IN SECTION
1056 OF THE NCDOT STANDARD SPECIFICATIONS.
1 JOINT WRAP
1.3 x Id
SPLICES
NOT TO SCALE
SEALANT 1" WIDE 1/2" DEEP 7
1 /2"
PROP.
2'
MIN.
SUITABLE
MATERIAL
CULVERT B
f1.5 FOOT COMPACTED
SOIL AND CHANNEL BED
MATERIAL
2'
MIN.
SUITABLE
MATERIAL
Z
N
FILTER FABRIC CONFORMING
TO TYPE 4 OF SECTION
1056 OF THE NCDOT
STANDARD SPECIFICATIONS. SUBGRADE PLACE CULVERT ON NO. 57 STONE AND /OR AS DIRECTED
BY THE ENGINEER. SEE NOTE 10 THIS SHEET.
3 PRECAST CONCRETE BOX CULVERT TRENCH DETAIL
NOT TO SCALE
GENERAL STRUCTURAL NOTES:
I. FOUNDATIONS:
1. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURES AS STATED
IN A SUBSURFACE EXPLORATION REPORT NO. 06:19798 PREPARED BY ECS DATED
SEPTEMBER 17TH, 2012.
11. STRUCTURAL CONCRETE:
1. CONCRETE SHALL HAVE A MININtUM 28 -DAY COMPRESSIVE STRENGTH OF 3600 PSI,
UNLESS NOTED OTHERWISE.
2. NORMAL- WEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 145 PCF,
UNLESS NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GR60, INCLUDING TIES AND
STIRRUPS.
4. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
A) UNFORMED SURFACES IN CONTACT WITH THE GROUND: 3"
B) FORMED SURFACES EXPOSIED TO EARTH OR WEATHER: 2"
C) FORMED SURFACES NOT EY:POSED TO EARTH OR WEATHER: 1 1/2"
5. FINISHES SHALL CONFORM TO R?' QUIREMENTS OF ACI 301:
Ill. MISCELLANEOUS:
1. STRUCTURAL DRAWINGS ARE IN`'tENDED TO BE USED WITH CIVIL DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR
SHOP DRAWINGS AND WORK. #5 ® 1' -0" O.C. VERT.
2. NO OPENING SHALL BE MADE llN'. ANY STRUCTURAL MEMBER WITHOUT. WRITTEN - DRILL & EPDXY INTO CULVERT,
APPROVAL OF THE STRUCTURAL- ENGINEER -OF- RECORD. MIN. EMBED. 5"
3. NO CHANGE IN SIZE OR DIMENS;"ON OF STRUCTURAL MEMBERS SHALL BE MADE
WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL- ENGINEER -OF- RECORD.
4. THE CONTRACTOR IS RESPONSI!aLE FOR LIMITING THE AMOUNT OF CONSTRUCTION
LOADS APPLIED TO THE STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT
EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE
APPLIED.
5. DO NOT SCALE THESE DRAWINGS; USE DIMENSIONS.
6. ELEVATIONS OF TOP SLABS SHALL BE INTERPRETED AS PLUS OR MINUS WITH THE
INTENT THAT THE CONTRACTOR' WILL HAVE SOME FLEXIBILITY IN THE FIELD.
7. TOP OF CULVERT ELEVATIONS 1111AY VARY DUE TO WALL THICKNESS DIFFERENCES
PER SEPARATE MANUFACTURERS.
9 ,>
BAR SIZE
Ld (INCI 1ES)
HOOK LEG
3
13
7
4
17
9
5
21
11
6
26
14
7
37
16,
8
43
18
9
53
23
10
65
25
11
78
28
CULVERT DEVELOPMENTAL LENGTH FOR SANDARD REINFORCING BARS
1"
IL �i NEW 1n
3 x JOINT FILLER-- WINGWALL 1 1/4" BACKER ROD SEALANT 1" WIDE 1/2" DEiE:P
COMPATIBLE WITH
-n - t SEALANT
1/2-
o
3!qz OPTIONAL WALL OR SLAB CONSTRUCTION JOINT
Xaw
is 19 is
ii�arn
PROJECT MANAGER
JPK
DRAWN BY
ERB
APPROVED BY
JPK
1 -6
#5 BENT BAR CAD 12" O.C.
3' -6"
SPLASH PAD (UPSTREAM) = 107.00
SPLASH PAD (DOWNSTREAM) 106.75 N
#5 LONG. BARS ® 12" O.C.
e w
SEAS. �
029471 a
4
e q
�GINIE
®yaaasa• � C� �
I,
NOTES:
1. THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED FOUNDATION. FEMALE END UPGRADE WITH MALE END
FULLY INSERTED AND EACH JOINT CHECKED FOR ALIGNMENT. SATISFACTORY FITTING AND PROPER GRADE SHALL BE MAINTAINED AS
THE WORK PROCEEDS.
2. CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO THE JOINTS. UNITS
THAT BECOME MISALIGNED, SHOW EXCESSIVE SETTLEMENT OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION
SHALL, AT THE DISCRETION OF THE ENGINEER, BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY.
3. PROVIDE 24" OF UNDERCUT AND BACKFILL WITH NO. 57 STONE AS SHOWN ON THIS DETAIL. THE LIMITS OF THIS UNDERCUT
EXCAVATION SHALL BE AT LEAST THE LIMITS OF THE BOX CULVERTS INCLUDING HEADWALL. THE UNDERCUT AND NO. 57 STONE
NECESSARY FOR BACKFILL SHALL BE INCIDENTAL TO TRENCH THE "10'X6' REINFORCED CONCRETE BOX CULVERT' OF THE BID FORM.
4. BOX CULVERTS SHALL BE FILLED 1 FOOT WITH SOIL AND CHANNEL BED MATERIAL EXCAVATED FROM THE EX. CHANNEL BED.
5. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
6. A MINIMUM OF 24" FROM OUTSIDE OF BOX TO SIDE OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL.
BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE BOX IS LAID. THE FILL AROUND THE BOX SHALL BE
PLACED IN LAYERS NOT TO EXCEED 6 ". UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE BOX HAS BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE PER
PROJECT SPECIFICATIONS.
7. THE DESIGN, DETAILS AND SHOP DRAWINGS FOR PRECAST 10' X 6' BOX CULVERTS SHALL BE SEALED BY A NORTH CAROLINA
LICENSED PROFESSIONAL ENGINEER AND BE PROVIDED BY THE PRECAST MANUFACTURER PRIOR TO CONSTRUCTION.
8. PRECAST CONCRETE BOX CULVERT SHALL BE DESIGNED FOR HS20 -44 LOADING IN ACCORDANCE WITH THE LATEST VERSION OF
AASHTO SPECIFICATIONS WITH ALL SUBSEQUENT INTERIM SPECIFICATIONS.
9. EACH PRECAST CONCRETE BOX CULVERT SHALL HAVE A STRUCTURAL OPENING OF A MINIMUM OF 57 SQUARE FEET WHEN INVERT
AND FOOTINGS ARE CONSTRUCTED ACCORDING TO THE PLANS.
10. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY ECS (ECS PROJECT NO. 06:19798) FOR ALL
SUBSURFACE RECOMMENDATIONS.
11. GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO
ACCOMMODATE UNFORESEEN CONDITIONS.
12. WEEP HOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, WEEP HOLES SHOULD BE ON 8' CENTER WITH A MINIMUM
OF 1 WEEP HOLE PER WALL. WEEP HOLES ARE TO BE CONSTRUCTED PER DETAIL 5 ON THIS SHEET. THERE WILL BE NO SEPARATE
PAYMENT FOR THIS WORK.
13. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DEWATERING PLAN, SEALED BY A NC LICENSED PROFESSIONAL ENGINEER, TO BE
REVIEWED AND APPROVED BY W.K. DICKSON. THE DEWATERING PLAN SHALL DETAIL THE APPROACH FOR CAPTURE, CONTROL AND
DISCHARGE OF SURFACE AND GROUNDWATER RESULTING FROM DEWATERING. (APPROVAL OF THE PLAN BY W.K. DICKSON SHALL
NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITIES FOR THE DEWATERING SYSTEM).
14. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WEEKLY INSPECTION REPORT, PREPARED BY THE
DEWATERING SYSTEM DESIGN ENGINEER, DOCUMENTING THAT THE SYSTEM IS PROPERLY INSTALLED AND FUNCTIONING TO THE
ENGINEERS EXPECTATION
15. REFER TO PROJECT MANUAL FOR MORE DETAILS ON THE DEWATERING PLAN.
ENDWALL (UPSTREAM)
= 115.50
(4) #4 ENDWALL
(DOWNSTREAM)
115.25
r-RUr. I v AV RliDu
(2) #5 LONG. BARS -
SPACE EVENLY
(3) #5 LONG. BARS -
SPACE EVENLY
#5 0 12" O.C.
-t5 .----7 24 #57 STONE
SECTION A- A
(7T`
STRUCTURAL DETAILS
9 % NOT TO SCALE
TOP / RCBC
SEE MISC. NOTE #7
114.00
TOP OF RCBC
(DOWNSTREAM) _
113.75
1' -6"
#5 BENT BAR
3' -6" 1 ® 12" O.C.
FOOTING TOP �r
(UPSTREAM) = 107.00 i
FOOTING TOP
(DOWNSTREAM) = 106.75
00
s
#5 LONG.
BARS @ #6 ® 18" O.C.
12" O.C.
5' -8"
BID SET -NOT FOR SECTION B -B
CONSTRUCTION
CULVERT DETAILS
SPLASHI
--
CULVERT
=N WING
WALL AND CULVERT DETAIL X
PAD SLAB
SLAB
NOT TO
SCALE
1 1/4" BACKER ROD
JOINT FILLER
COMPATIBLE WITH SEALANT
ISOLATION JOINT BE I "NEEN APRON
AND CULVERT SLAB
NOT TO SCALE
moommmmommow
aG SCALE
e
ammwnm m
720 CORPORATE CENTER DRIVE RELEASED FOR
DATE
RALEIGH , NC
APPROVALS
;T DATE
(9 9) 782- 0495
/13
i BIDDING
_
�T NUMBER
NUMB
� .RA
community infrastructure consultants
Office Locations:
North Carolina Georgia CONSTRUCTION
)ATE
/13
NC LICENSE NO. F -0374
South Carolina RECORD DWG.
#5 LONG. BARS ® 12" O.C.
e w
SEAS. �
029471 a
4
e q
�GINIE
®yaaasa• � C� �
I,
NOTES:
1. THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED FOUNDATION. FEMALE END UPGRADE WITH MALE END
FULLY INSERTED AND EACH JOINT CHECKED FOR ALIGNMENT. SATISFACTORY FITTING AND PROPER GRADE SHALL BE MAINTAINED AS
THE WORK PROCEEDS.
2. CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO THE JOINTS. UNITS
THAT BECOME MISALIGNED, SHOW EXCESSIVE SETTLEMENT OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION
SHALL, AT THE DISCRETION OF THE ENGINEER, BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY.
3. PROVIDE 24" OF UNDERCUT AND BACKFILL WITH NO. 57 STONE AS SHOWN ON THIS DETAIL. THE LIMITS OF THIS UNDERCUT
EXCAVATION SHALL BE AT LEAST THE LIMITS OF THE BOX CULVERTS INCLUDING HEADWALL. THE UNDERCUT AND NO. 57 STONE
NECESSARY FOR BACKFILL SHALL BE INCIDENTAL TO TRENCH THE "10'X6' REINFORCED CONCRETE BOX CULVERT' OF THE BID FORM.
4. BOX CULVERTS SHALL BE FILLED 1 FOOT WITH SOIL AND CHANNEL BED MATERIAL EXCAVATED FROM THE EX. CHANNEL BED.
5. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
6. A MINIMUM OF 24" FROM OUTSIDE OF BOX TO SIDE OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL.
BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE BOX IS LAID. THE FILL AROUND THE BOX SHALL BE
PLACED IN LAYERS NOT TO EXCEED 6 ". UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE BOX HAS BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE PER
PROJECT SPECIFICATIONS.
7. THE DESIGN, DETAILS AND SHOP DRAWINGS FOR PRECAST 10' X 6' BOX CULVERTS SHALL BE SEALED BY A NORTH CAROLINA
LICENSED PROFESSIONAL ENGINEER AND BE PROVIDED BY THE PRECAST MANUFACTURER PRIOR TO CONSTRUCTION.
8. PRECAST CONCRETE BOX CULVERT SHALL BE DESIGNED FOR HS20 -44 LOADING IN ACCORDANCE WITH THE LATEST VERSION OF
AASHTO SPECIFICATIONS WITH ALL SUBSEQUENT INTERIM SPECIFICATIONS.
9. EACH PRECAST CONCRETE BOX CULVERT SHALL HAVE A STRUCTURAL OPENING OF A MINIMUM OF 57 SQUARE FEET WHEN INVERT
AND FOOTINGS ARE CONSTRUCTED ACCORDING TO THE PLANS.
10. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY ECS (ECS PROJECT NO. 06:19798) FOR ALL
SUBSURFACE RECOMMENDATIONS.
11. GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO
ACCOMMODATE UNFORESEEN CONDITIONS.
12. WEEP HOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, WEEP HOLES SHOULD BE ON 8' CENTER WITH A MINIMUM
OF 1 WEEP HOLE PER WALL. WEEP HOLES ARE TO BE CONSTRUCTED PER DETAIL 5 ON THIS SHEET. THERE WILL BE NO SEPARATE
PAYMENT FOR THIS WORK.
13. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DEWATERING PLAN, SEALED BY A NC LICENSED PROFESSIONAL ENGINEER, TO BE
REVIEWED AND APPROVED BY W.K. DICKSON. THE DEWATERING PLAN SHALL DETAIL THE APPROACH FOR CAPTURE, CONTROL AND
DISCHARGE OF SURFACE AND GROUNDWATER RESULTING FROM DEWATERING. (APPROVAL OF THE PLAN BY W.K. DICKSON SHALL
NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITIES FOR THE DEWATERING SYSTEM).
14. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WEEKLY INSPECTION REPORT, PREPARED BY THE
DEWATERING SYSTEM DESIGN ENGINEER, DOCUMENTING THAT THE SYSTEM IS PROPERLY INSTALLED AND FUNCTIONING TO THE
ENGINEERS EXPECTATION
15. REFER TO PROJECT MANUAL FOR MORE DETAILS ON THE DEWATERING PLAN.
ENDWALL (UPSTREAM)
= 115.50
(4) #4 ENDWALL
(DOWNSTREAM)
115.25
r-RUr. I v AV RliDu
(2) #5 LONG. BARS -
SPACE EVENLY
(3) #5 LONG. BARS -
SPACE EVENLY
#5 0 12" O.C.
-t5 .----7 24 #57 STONE
SECTION A- A
(7T`
STRUCTURAL DETAILS
9 % NOT TO SCALE
TOP / RCBC
SEE MISC. NOTE #7
114.00
TOP OF RCBC
(DOWNSTREAM) _
113.75
1' -6"
#5 BENT BAR
3' -6" 1 ® 12" O.C.
FOOTING TOP �r
(UPSTREAM) = 107.00 i
FOOTING TOP
(DOWNSTREAM) = 106.75
00
s
#5 LONG.
BARS @ #6 ® 18" O.C.
12" O.C.
5' -8"
BID SET -NOT FOR SECTION B -B
CONSTRUCTION
CULVERT DETAILS
OP .
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WIDTH 'W'
12' THICK (24` MIN,)
FOR 12'
DEPTH OR
GREATER
6'
EXPANSION JOINT EXPANSION JOINT
DEPRESS GUTTER V DEPRESS GUTTER V
FDE'WWEY BROS. It CB -SO -1 '- -` - - - - -
(4') OR <5')
_ REINFORCED CONCRETE 8' THICKNESS
SLAB PER STD. NO. 62 TO MAX, DEPTH
OF 12'
.1
12' TH ?'C K APPROVED PLAN
FOR
DEPTH 3R
GREATER
FAA. TO SPRtNfiI.INE OF VM
P.V.C. IRE pERD�TER TO BE SEALED
E TYPICAL H ATE COL/ R
OF BOX TO K F1�ED TO DIRECT
OF WATER AS SHOWN
v _
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4' v
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r[ JRR nPFNi� G INLET DETAIL (I
NOT TO
I � -18„
6" 3"
(-1
3" (,
L,4
24" CURB & GUTTER (CATCH)
CATCH CURB & GUTTER
NOTES:
1. CONCRETE SHALL BE 3000 PSI AIR - ENTRAINED, SEE
SPECIFICATIONS.
2. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS. 15' MA; <;WUM
BETWEEN CONSTRUCTION JOINTS ON MACHINE POURS.
3. 1/2" EXPANSION JOINT EVERY 90'.
4. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
5. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE
REQUIREMENTS OF SECTION 1026 -2 OF NCDOT STANDARDS &
SPECIFICATIONS FOR ROADS AND STRUCTURES.
6. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT. FILLER
AND SEALER IN ACCORDANCE WITH NCDOT ROADWAY STANDARD
DETAIL 846.01.
CURB & GUTTER DETAIL
NOT TO
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PROJECT MANAGER
JPK
DRAWN BY
ERB
APPROVED BY
JPK
PIPE SIZE TO BE
DETERMINED BY
THE ENGINEER
PIPE AIA. 1,5„ 14" o
0
f
16'
12.43"
12` Y
C3
I'D � 0
i N 60
1. PRECAST CONCRETE BASINS MUST BE APPROVED BY THE
yk CITY ENGINEER PRIOR TO ORDERING. SUBMIT THREE COPIES
y` i. -. OF SHOP DRAWINGS. FOR REVIEW.
I ; 2. CONCRETE PIPES SHALL BE CUT FLUSH WITH INSIDE OF BOX.
3. ALL CATCH BASINS OVER 3' -6' IN DEPTH SHALL BE PROVIDED
- s WITH STEPS PER STD. NO. 4,9 SPACED AT P -2' ON CENTERS.
4. ANY DEVIATION FROM THIS STANDARD SHALL BE APPROVED BY
i...._._'t .............'.l!_,.. _.._ -! 1.5" CITY ENGINEER PRIOR TO CONSTRUCTING.
�- 5. ALL WALLS OF THE CATCH BASINS SHALL BE CONSTRUCTED
3 EA #8 BARS -°-I14 BARS @ 6" O.C. VERTICALLY. WHERE WIDTH OF BOX •WI MUST BE GREATER
THAN 24', A REINFORCED CONCRETE SLAB SHALL BE PROVIDED
TOP VIE «c� AS SHOWN, WHERE WIDTH OF BOX IS 24', THE TOP FOUR
COURSES SHALL BE CORBELLED APPROX. 3/4' PER COURSE
1.5" 1.5" TO MATCH CASTING WIDTH OF 21'.
6. WIDTH 'W° SHALL BE CALCULATEB AS FOLLpWSt
FOR SINGLE PIPES, 'W' - PIPE OUTSIDE DIAMETER + 11 (24' MIN.)
OR
52' 2'{ FOR MULTIPLE PIPES, 'W' = SUM OF PIPE OUTSIDE DIAMETERS +
3000 PSI CONCRETE i i' (WALL CLEARANCE) + 1' BETWEEN PIPES
j 7. LENGTH 'L' SHALL BE 4' OR 5' AS SET BY DESIGN ENGINEER AND
WIRE MESH SHOWN ON THE APPROVED PLAN.
NMI
10 GAUGE 8. FOR INLET DEPTH LESS THAN 121, USE 8' MIN. THICK WALLS.
16' 12' FOR 12' DEPTH OR GREATER, USE 12' THICKNESS FOR PORTION
PORTION OF WALL DEEPER THAN 12' AND 8'.THICKNESS FOR
} UPPER PORTION OF WALL AS SHOWN.
I END VIEW 9. JUMBO BRICK WILL BE PERMITTED IF NOT EXPOSED. PROVIDE 1/2'
MORTAR .PARGE COAT AS NEEDED,
CONSTRUCTION NOTES:
FOR INSTALLATION, REFER TO MATERIAL AND
CONSTRUCTION NOTES ON STD. DWG. 4.2,
PRECAST CONCRETE MANHOLE NOTES 3
PRE -CAST CONCRETE RING OR
BRICK & MORTAR GRADE ADJUSTMENT
(LIMIT - THREE COURSES OR 6' MAX.)
STEPS PER STD. DWG. -
N0. 4.8 @ 16' O.C.
� r
Cif
CURB OPENING INLET DETAIL ( 2
C.I. FRAME & COVER PER STD. DWG.
NM 4.6 (OR 4.7 FOR WATERTIGHT)
SECURED WITH MORTAR
ECCENTRIC
CONE RISER
MIN, GRADE
0
EXTENDED MIN.
WHERE REQUIRED
EXIST, STABLE AND /OR WELL
COMPACTED SUBGRADE SET MANHOLE ON
MIN. 6' #57 STONE
NOTEI
I. PRECAST CONCRETE MANHOLES SHALL MEET OR EXCEED THE
REQUIREMENTS OF ASTM C 478. ALL SURFACES SHALL BE
SMOOTH AND EVEN TEXTURED WITH A MINIMUM OF HONEYCOMB,
FIN, AND OTHER IMPERFECTIONS,
2, JOINTS BETWEEN MANHOLE SECTIONS SHALL BE SEALED
WATERTIGHT USING EITHER O -RING GASKETS CONFORMING WITH
ASTM C 443 OR BUTYL RESIN CONFORMING WITH AASHTO M -198.
3. HOLES FOR CONNECTION OF PIPE TO MANHOLE SHALL BE PRECAST
OR CORED. DIAMETER OF HOLE SHALL NOT EXCEED OUTSIDE
DIAMETER OR PIPE BY MORE THAN 3 INCHES.
4. CONNECTIONS OF PIPE TO MANHOLE SHALL BE MADE WATERTIGHT
USING RESILIENT CONNECTORS CONFORMING TO ASTM C 923 OR
NEOPRENE BOOTS EMBEDDED IN PRECAST BASE WITH STAINLESS
STEEL COMPRESSION BANDS.
5. MANHOLE INVERTS SHALL BE INSTALLED USING BRICK AND
MORTAR, OR MANHOLES MAY BE PRECAST, MONOLITHIC SECTIONS
WITH FORMED INVERTS,
6, LIFT HOLES SHALL BE PLUGGED AND FILLED FLUSH WITH
MORTAR.
7. ALL BRICK AND MORTAR SHALL RECIEVE A 1/2' MORTAR
PARGE COAT ON INSIDE AND OUTSIDE.
PRE: -CAST CONCRETE MANHOLE & NOTES
1
DRAWING SCALE
720 CORPORATE CENTER DRIL ,-
RELEASED FOR DATE
--
RALEIGH, NC 2760'
PROJECT DATE
WK
(919) 782 -04915
APPROVALS
9/5/13
C"0016'
BIDDING
PROJECT NUMBER
20110202.00.RA
community infrastructure consultants
Office Locations:
North Carolina Georgi:o
CONSTRUCTION
PLOT DATE
NC LICENSE NO. F -0374
South Carolina
9/5/13
RECORD DWG.
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I- 1/4' STEEL PLATE STEEL RODS
ROD REQUIREMENTS
SIZE OF 45 DEG, BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
VERTICAL BEND DETAIS
NOT TO c
SAW CUT EDGE
EXISTING PAVEMENT
# ' --- PAVEMENT SECTION
SHALL CONSIST OF
MI 1 M T�I - 3„ OF SF -9.5A &
4» ABC STONE
li�lll` �I�I
NOTE:
BACKFILL SHALL BE INSTALLED AND
COMPACTED IN 6" - 8" UNIFORM PIPES
LIFTS.
BACKFILL SHALL BE COMPACTED TO A WELL COMPACTED SCREENINGS
MIN. DENSITY OF 100% AS
DETERMINED BY AASHTO T -99 FOR 11 I
SOIL OR T- 180 FOR STONE. 1 --1 !I
CUT -BACK TO BE PERFORMED AFTER -�
TRENCH BACKFILL AND COMPACTION. : ,
THERE WILL BE A 5 DAY TIME FRAME
FROM BEGINNING TO END (CUTTING,
TESTING, ETC.), UNLESS CITY
ENGINEER DIRECTS OTHERWISE.
PAVEMENT PATCHING 1= ❑R UTILITY INS -1 AL.LATI ❑N
REVISIONS APPROVED STD. N
N TAT <T N CTT� � � ROCKY MOUNT
11
DEPT. OF ENGINEERING DATE REV"ISI
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PAVEMENT PATCH DETAIL
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CONSTRUCTION
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RIFFLE GRADE CONTROL — PLAN VIEW
50 / 50 MIX OF IN SITU SOIL 50 / 50 MIX CLASS B /1 RIP RAP
AND # 5 STONE
RIFFLE GRADE CONTROL — SECTION A —A
CAKIVCl II t GI PUATW)M
LINE CHANNEL W/ RIP —RAP
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RIFFLE GRADE CONTROL — PROFILE B —B
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PROJECT MANAGER
JPK
DRAWN BY
ERB
APPROVED BY
JPK
RIFFLE GRADE CONTROL DETAIL
nRAWINr SrAI F
PROJECT DATE P,%WK
9/5/13 "KSON
PROJECT NUMBER WDK,
20110202.00.RA
PLOT DATE community infrastructure consultants
9/5/13 NC LICENSE NO. F -0374
720 CORPORATE CENTER DRI,i,r RELEASED FOR DATE
RALEIGH, NC 27607
[phone] APPROVALS
BIDDING
Office Locations:
North Carolina Georg,,-,o CONSTRUCTION
South Carolina RECORD DWG.
OPENING TO BE
CREATED BY
RCP /RCBC PRECAST
CONCRETE SUPPLIER
w� SEAL
033724
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FILL VOID
CEMENTITI,
NON —SHRI
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CP STORM
NOTES
SECTION 1
1. THE ALIGNMENT OF ALL PIPES TIED IN TO THE MAIN RCP /RCBC IS
TO BE PERPENDICULAR TO THE OUTSIDE FACE OF THE MAIN RCP /RCBC CULVERT.
2. PROVIDE 6" MINIMUM CLEARANCE BETWEEN MAIN LINE JOINTS AND
PIPE OPENING.
3. INSTALL PIPES CONNECTING THE CULVERT AT A MIN. OF 2.0% SLOPE,
UNLESS NOTED OTHERWISE.
2 PIPE TIE IN DETAILS
L11 NOT TO SCALE
DE— WATERING
PUMP
SILT BAG
LOCATION
STABILIZED OUTFALL
CLASS A STONE
STABILIZED
OUTFALL CLASS
A STONE
WORK
AREA
CLASS A
STONE
FLOW
TAKE HOSE
PUMP AROUND
PUMP
IMPERVIOUS
DIKE
CLASS A `DISCHARGE HOSE
STONE
NOTE: HOSE SHOULD BE
KEPT OUTSIDE OF WORK
AREA
FILTER FABRIC
EX.
GROUND
15' TO 20'
FILTER FABRIC
EX. CHANNEL
DISCHARGE
i 8" OF CLASS A STONE
SIFT BAG PROFILE
4 PUMP AROUND DETAILS.
11 NOT TO SCALE
SAW —CUT RCP FLUSH
WITH INSIDE WALL OF
RCP /RCBC
NEW RCP /RCBC
CULVERT
NOTE:
CONTRACTOR SHALL FOLLOW CONSTRUCTION
SEQUENCE AS NOTED ON CONTRACT DRAWINGS.
POLYETHYLENE MEMBRANE
ON FACE 20 MIL THICK ( 3.0' LEVEL WITH TOP OF
BANK OR AS
' f NECESSARY
SANDBAGS, CLASS 1 RIP RAP OR -'
OTHER NON— ERODIBLE MATERIAL
SYNTHETIC FILTER FABRIC
CREEK CROSSING — COFFER DAM
3 IMPERVIOUS DIKE
1 1 NOT TO SCALE
PUMP AROUND NOTES:
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND /OR ISOLATED SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 1000 FEET
MAY BE DISTURBED AT ANY ONE TIME.
4. THE PUMP — AROUND PUMP SHOULD ADEQUATELY CONVEY THE FLOW OF THE CHANNEL.
5. DIKE MUST BE CONSTRUCTED OF NON— ERODIBLE MATERIALS SUCH AS SANDBAGS SEE DETAIL 3/11.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND_
1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW
FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERAOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED
AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER
WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH CLASS A RIP RAP.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL
CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE. WHEN
DEWATERING AREA, ALL DIRTY WAITER MUST BE PUMPED THROUGH A SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE /PIPING STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH
SEED AND MULCH.
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE.
Know what'sbelow.
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BID SET —NOT FOR
CONSTRUCTION
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L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION.
A # B
CONSTRUCTION
S17ECIFICATfONS
SPACE CHECK DAMS IN A C #-CANNEL SO THAT THE CREST OF
DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF UPSTREAM DAM.
I- PLACE STONE TO TIME LINES AND DIMENSIONS SHOWN IN THE LAN ON A FILTER F'ASI= C FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK (FIGURE 6.63B) TO KEEP WATER FROM CUTTING AROUND 1HE ENDS OF THE CHECK DAM,
4, SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE
UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK OAM FROM HEAVY FLOW THAT D 90LD CAUSE EROSION,
6. MACE SURE THAT THE CHANNEL REACH A80VE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS Of THE. CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR
BLOCKAGE FROM DISPLACED STONES.
PLAN VIEW
�—+ 1.5'
N.
12" OF NCOOT #5 OR #57 t?
WASHED STONE y AT CENTER
CLASS B RIP-RAP 'FILTER CLOTH
4' TO
CROSS SECTION
STONE CHECK DAM STONIE SHOULD BE PLACED OVER THE CHANNEL
BANKS TO KEEP WATER FROM CUTTING AROUND THE DAFT,
CONSTRUCTION
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT 0/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY,
CLEAN OUT SEDIMENT, STRAW, LIMBS, OR EITHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
ANTICIPATE: SUBMERGENCE: AND DEPOSITION ABOVE THE CHECK DAM AND E:RCSION FROM HIGI,i
FLOWS AROUND THE EDGES OF THE: DAM.. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN ZE
TAKEN SUCH AS, INSTALLING A PROTECTIVE; RIPRAP LINER IN THAT PORTIL'I OF
THE CHANNEL (REFER TO CRM DETAIL 3.10).
REMOVE SEDIMENT ACCUMULATED RFwHIND THE DAMS AS NEEDED TO PREVE1,47 DAMAGE TO
CHANNEL BE;GETATI ON, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE rLOWS FROM CARRYING SEDIMENT OVER THE DAP.,, ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SEC` :ION,
IN ACCORDANCE WITH NCDENR STANDARDS.
'1
CONSTRUCTION 1. LAY ONE BLOCir� ON EACH SIDE OF. THE STRUCTURE
SPECIFICATIONS AND INSERT A 2' X 4' WOOD STUD THROUGH THE
BLOCK VOID AWAY FROM THE INLET OPENING TO
ALLOW FOR GVERFLOW. LAY A ROW OF BL13CKS
AGAINST THE 'WOOD STUD ACROSS THE FRONT OF
THE BASIN,
2. CAREFULLY F17 HARDWARE CLOTH OR COMPARABLE
WIRE MESH W`1,7H 1 /2' OPENING OVER ALL BLOCK
OPENINGS ALLOWING ENOUGH APRON FOR THE GRAVEL
FILTER TO ANCHOR THE MESH AND ENOUGH MESH
TO OVERLAP CASTING AND COVER OVERFLOW.
3. USE NCDOT #57 OR EQUAL CLEAN GRAVEL TO TOP OF
BLOCKS PLACED AT 24 OR FLATTER SLOPE.
YRYLMLIV I
STREET ST
BASE
MAINTENANCE L INSPECT THE B.ARRIER AFTER EACH RAIN AND MAKE
PLAN
REPAIRS AS 'i9EEDED,
O VERFLQM� -�
C
2. REMOVE SEDLMIENT AS NECESSARY TO PROVIDE \\
WIRE SCREEN
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
FLOW
I'0"
3. WHEN THE CUt TRIBUTING DRAINAGE AREA HAS BEEN
216"
$'
1'4"
110'
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS
218"
12'
210"
1'0"
AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR
1 3'0'
16'
218'
110'
DISPOSE OF PROPERLY, BRING THE DISTURBED �
1 3'4"
20"
3'0"
AREA TO PRCIPER GRADE, THEN SMOOTH AND
2'2"
_
COMPACT IT. APPROPRIATELY STABILIZE ALL BARE 2' X 4' WOOD STUD —
24'
3'0'
AREAS AROUND THE INLET, -U. f.
-I
j
MAY BE SUBSTITUTED AT A RATE OF 50 LB /ACRE.
30"
16' X 8' X 8' HOLLOW
1'6'
CONCRETE MASONARY
BLOCKS
ELEVATION
T Y E L I
REVISIONS � V MOUNT
OAT DESCRIPTION i
PPROV5®
COASTAL PLAIN AND !PIEDMONT -AUG. 15 - DEC. 30
DEPT. Off' ENGINEERING
®A�r�
SEEDING DATES
°
a
01- 31-.03
2 CURB INLET PROTECTION DETAIL
SOIL AMENDMENTS
FOLLOW SOIL TESTS CIR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
A r. r NOT TO SCALE
MOUNTAINS - ABOVE 2500 FT: FEB. 15 -MAY 15
SECTIOPj
2500 P,S.I, CONCRETE
`I'vn sTl. Nu. CLASS B
Q REQUIRED
DATE E v1SION
11-26-08 —
A
1
NOMINAL
DIAMETER
A
B
C
TRENCH
WIDTH
6'
110"
I'0"
I'0"
216"
$'
1'4"
110'
112'
218"
12'
210"
1'0"
1'6"
1 3'0'
16'
218'
110'
110"
1 3'4"
20"
3'0"
110"
2'2"
318'
24'
3'0'
110"
j
MAY BE SUBSTITUTED AT A RATE OF 50 LB /ACRE.
30"
4'0'
1'6'
3'6"
1 4'6"
PLAN
PROJECT MANAGER
TEMPORARY SEEDING — LATE WINTER /EARLY SPRING
TEMPORARY SEEDING SCHEDULE — SUMMER
TEMPORARY SEEDING SCHEDULE — FALL
d
0
JPK
--
shom
RALEIGH, NC 27607
[phone]
SEEDING MIXTURE
SEEDING MIXTURE
SEEDING MIXTURE
ERB
SPECIES RATE (LB /ACRE)
SPECIES RATE (LB /ACRE)
SPECIES RATE (LB /ACRE)
1 2'2'
1'0"
2'2"
1 3'0"
cC
RYE (GRAIN) 120
GERMAN MILLET 40
RYE (GRAIN) 120
1 3'4"
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
410"
JPK
C
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
IN THE PIEDMONT AND MOUNTAINS, A SMALL - STEMMED SUDANGRASS
SEEDING DATES
m
PLOT DATE
MAY BE SUBSTITUTED AT A RATE OF 50 LB /ACRE.
MOUNTAINS -AUG. 15 - DEC. 15
>
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
9/5/13
1 4'6'_
TO EXTEND BEYOND JUNE.
COASTAL PLAIN AND !PIEDMONT -AUG. 15 - DEC. 30
o
SEEDING DATES
°
a
SEEDING DATES
MOUNTAINS -MAY 15 -AUG. 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS CIR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
o
MOUNTAINS - ABOVE 2500 FT: FEB. 15 -MAY 15
PIEDMONT - MAY 1 -AUG. 15
COASTAL PLAIN - APR. 15 -AUG. 15
AND 1,000 LB /ACRE `0 -10 -10 FERTILIZER.
g
BELOW 2500 FT: FEB. 1 -MAY 1
i
PIEDMONT - JAN. 1 -MAY 1
MULCH
in
COASTAL PLAIN - DEC.1 -APR. 15
SOIL AMENDMENTS
APPLY 4,000 LB /ACR!E STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORNING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
+;
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
USED AS A MULCH ANCHORING TOOL.
SOIL AMENDMENTS
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB /ACRE
°
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND
10 -10 -10 FERTILIZER.
MAINTENANCE
50
¢
AGRICULTURAL LIMESTONE AND 750 LB /ACRE 10 -10 -10 FERTILIZER.
MULCH
REPAIR AND REFERTI ZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
(
o
LB /ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
N
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB /ACRE KOBE (PIEDMONT AND
N
MULCH
ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
N Ix
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHA.' -T,
BLADES SET NEARLY STRAIGHT CAN BE USED AS AN ANCHORING
EARLY MARCH.
ai
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
TOOL.
?g000a
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
iace-N
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE
22 Y,
MAINTENANCE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
XR.
ai' �
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IM- MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
695:.
PROJECT MANAGER
DRAWING SCALE
B
720 CORPORATE CENTER DRIVE
RELEASED FOR
JPK
--
shom
RALEIGH, NC 27607
[phone]
APPROVALS
DRAWN BY
PROJECT DATE
ERB
9/5/13
?2'p6"
2 '8"
12"
1 2'2'
1'0"
2'2"
1 3'0"
16'
BIDDING
APPROVED BY
PROJECT NUMBER
1 3'4"
Office Locations:
410"
JPK
20110202.00.RA
community infrastructure consultants
North Carolina Georgia
CONSTRUCTION
2'0"
PLOT DATE
NC LICENSE N0, F -0374
South Carolina
6'6"
2'6"
9/5/13
1 4'6'_
RECORD DWG.
1
OR GRAVEL DIKE
BE NECESSARY
ND CURB IF GROUND
,OWER THAN TOP OF.
.URB.
'i
CONCRETE
CURB & GUTTER
CET
3.5
VISt
TYP E 1
9AQ%U
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(NWQT /87 OR
MODIFIED TYPE 2
FLAT BOTTOM HAND SHAPED
TO CONFORM TO PIPE
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I $, UK
SECTION
2500 P.S,I. CONCRETE
CLASS B
REQUIRED
A
NOMINAL
DIAMETER
A
B
C
TRENCH
WIDTH
7 DAYS
NONE
I'0"
1'2'
hh6"
O'
11'4"
1'6"
110 "
1'4'
?2'p6"
2 '8"
12"
1 2'2'
1'0"
2'2"
1 3'0"
16'
3'0"
1'0'
2'8"
1 3'4"
20'
410"
116"
3'0"
3'8"
24'
5'0"
2'0"
316"
410"
30"
6'6"
2'6"
4'2'
1 4'6'_
I
I
1
PLAN
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HQW ZONES)
THAN 4:1
]DATE � 1CAR0 fj /�
.,��'�� •�� 9:�/® �../,� /.off
,+ SEALr m
> 033724 a
0
TEMPORARY SEEDING SCHEDULE
E
iz
00 _v
� I
1f7
5' MIN. CLASS i RIPRAP
(TYP) > W
ji 3.0 MIN.
]'•'Jf t
FILTER FABRIC OR
GRADED STONE
UNDERLAYMENT
SECTION A —A Z ze
NOT TO SCALE Z
0 0w
LENGTH (VARIES) V
MATCH EXISTING PROFILE
EXCEPT WHERE SLOPE OF MAX.
BANK EXCEEDS 1 TO I 1 W
J a 0
3.0' MIN. W
CL E—° Q
UNDISTURBED
MATERIAL A
ELEVATION
NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH
SHALL BE BACKFILLED WITH COMPACTED #67 STONE AND TOPPED WITH 18" OF
CLASS 1 RIPRAP.
TYPICAL STREAM CROSSING
NOT TO SCALE
i 0
: FOR
12

ti
�o
n
0
a
m
8
0
Ix
0
0
3
0
U
a
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0
N
O
N �
Y
Alton.
rr
is � N
0
�c 0
03n.a�i
PROJECT MANAGER
JP°K
APPROVED BY
JP:✓
NOTES:
1. HDPE PIPE SHALL CONFORM TO
AASHTO -N1'- 294 -TYPE S STANDARD.
2. CONTRACTOR SHALL MAINTAIN AND
REPAIR TE4PORARY ROAD AS NEEDED
THROUGHCfJT CONSTRUCTION.
TEMP 50 LF
OF 48"
HDPE
TEMP 50 LF
OF 48"
HDPE
TEMP 50 LF
OF 48"
HDPE
•
GEOTEXTILE FABRIC
A B C
i
A B
8' -0" MAX. C
r
d'
c
0
1
N
CONCRETE WINGWALL
GENERAL NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ATTACHMENT OF HANDRAIL FENCE
TO TOP OF WINGWALLS.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IF`ON, LOW CARBON
PIPE.
3. ALL JOINTS TO HAVE A 1/2- FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATF, R ENAMEL.
TWO RAIL
3 HANDRAIL DETAIL
1 3 NOT TO SCALE
DRAWING SCALE
720 CORPORATE CENTER DRIVE
RA (9 9) 782 20495
0.10-AWK
k.0-KSON Office Locations:
community infrastructure consultants North Carolina Georgia
NC LICENSE NO. F -0374 South Carolina
i'AR,Iiwi�\
APPS- .OVALS
PROJECT DATE
9/5/13
BIDI� % +'NG
PROJECT NUMBER
20110202.00.RA
CONSTRUCTION
PLOT DATE
9/5/13
REGORD DWG.
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A B C
i
A B
8' -0" MAX. C
r
d'
c
0
1
N
CONCRETE WINGWALL
GENERAL NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ATTACHMENT OF HANDRAIL FENCE
TO TOP OF WINGWALLS.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IF`ON, LOW CARBON
PIPE.
3. ALL JOINTS TO HAVE A 1/2- FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATF, R ENAMEL.
TWO RAIL
3 HANDRAIL DETAIL
1 3 NOT TO SCALE
DRAWING SCALE
720 CORPORATE CENTER DRIVE
RA (9 9) 782 20495
0.10-AWK
k.0-KSON Office Locations:
community infrastructure consultants North Carolina Georgia
NC LICENSE NO. F -0374 South Carolina
RELEASED FOR
APPS- .OVALS
PROJECT DATE
9/5/13
BIDI� % +'NG
PROJECT NUMBER
20110202.00.RA
CONSTRUCTION
PLOT DATE
9/5/13
REGORD DWG.
PROVIDE BEDDING PER
PIPE MANUFACTURER'S
RECOMMENDATION TO
MEET H -20 LOADING
REQUIREMENTS
ACCESS ROAD STREAM
CROSSING DETAIL
NOT TO SCALE
6
8' -0" MAX.
a
to
_.1
Y`
COMPACTED EARTH
CONCRETE CULVERT
WING WALL PER PLANS
ATTACHED PEDESTRIAN
GUARDRAIL POST TO CULVERT
WING WALL
GENERAL NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. Q.D. BLACK IRON, LOW CARBON STEEL PIPE.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSEMBLY WITH BLACK ALL WEATHER ENAMEL.
5. CONTRACTOR TO PROVIDE PRICING FOR PEDESTRIAN HAND RAILS AS A BID ALTERNATE.
6. CONTRACTOR TO SUBMIT SHOP DRAWING FOR FENCING AND ATTACHMENT TO WING WALL.
PEDESTRIAN HANDRAIL
5 DETAIL (BID ALTERNATE)
1 3 NOT TO SCALE
DATE CARO` ✓,/
SEAL
_ //�� M
o 0337-ry 24 n
10
�i
INSTALL FLEXIBLE
CONNECTOR SLEE'
NEW PIPIELINE
(WHERE APPLICABLE)\
FILL HOLE Wi7H NON-SHRINK-
GROUT. APPROACH FROM
INTERIOR AND EXTERIOR.
APPLY GENEROUS APPLICATION
OF BITUMINOUS COATING TO
EXTERIOR (TYP).
SET PRECAST DOGHOUSE BASE
(Wi7HOUT FLOOR) INTO CONCRETE
PRIOR TO SETTING -UP OF CONCRETE
91=60m
REMOVE EXISTING PIPE SECTION
AND FORM BENCHES TO DIRECT
FLOW
EXISTING PIPELINE
4ECASr CONCRETE
OGHOUSE BASE
'ONCRETE BASE SLAB
ED IN PLACE
DETAILS
BID SET --NOT FOR-
CONSTRUCTION-