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02022 BASS NIXON&KENNEDY INC.EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS NIXON 8 KENNEDY INC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE COUNTY & NCDOT STANDARDS AND SPECIFICATIONS o ii
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SYMBOLS AND ABBREVIATIONS SHEET INDEX
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CO.0 COVER p 0
ABC AGGREGATE BASE COURSE ® EXISTING CURB INLET CO.1 OVERALL EXISTING CONDITIONS-PLAN Z
ALUM ALUMINUM EXISTING GRATE INLET/YARD INLET 1.1.0T B YLOT SUBDIVISION _, .....
aAST2 ALUMINIZED STEEL-TYPE 2CI EXISTING FLARED END SECTIONC0.2 ENLARGED EXISTING CONDITIONS PLAN-WEST In
EXISTING FIRE HYDRANT
B-B BACK TO BACK EDGEMONT RD 0z
EXISTING BLOW-OFF ASSEMBLY CO.3 ENLARGED EXISTING CONDITIONS PLAN-EAST
BOA BLOW-OFF ASSEMBLY . EXISTING GATE VALVE
C&c CURB AND GUTTER P EXISTING REDUCER
C1.0 OVERALL SITE PLAN I
CFS CUBIC FEET PER SECOND 0 EXISTING WATER METER V
CI CURB INLET © EXISTING SAN SEWER MANHOLE C1.1 ENLARGED SITE PLAN-WEST U
CL CENTER LINE 0 EXISTING CLEAN OUT WAKE COUNTY, NORTH CAROLINA C1.2 ELARGED SITE PLAN-EAST O
0a EXISTING POWER POLE
CC
CMP CORRUGATED METAL PIPE 0 EXISTING TELEPHONE PEDESTAL
CO CLEAN OUT EXISTING AREA LIGHT CONSTRUCTION DRAWINGS C1.3 EDGEMONT ROAD WIDENING&MARKING PLAN a
COM COMMUNICATION EXISTING SIGN C2.0 OVERALL UTILITY PLAN
CONC CONCRETE II NEW CURB INLET
DCV DOUBLE CHECK VALVE ■ NEW GRATE INLET/YARD INLET C2.1 ENLARGED UTILITY PLAN-WEST
MIN NEW FLARED END SECTION
DDCV DOUBLE DETECTOR CHECK VALVE 1 NEW FIRE HYDRANT C2.2 ENLARGED UTILITY PLAN-EAST /�/�
DI DROP INLET A4. NEW BLOW-OFF ASSEMBLY V
DIP DUCTILE IRON PIPE r NEW GATE VALVE C3.0 OVERALL GRADING PLAN W
EASE EASEMENT •
NEW REDUCER
ND NEW WATER METER C3.1 ENLARGED GRADING PLAN-WEST Q
ELEC ELECTRIC _
NEW TEE
EX EXISTING : L _ _ _J T / I �1 ` I �\ C3.2 ENLARGED GRADING PLAN-EAST
NEW PLUG \
FES FLARED END SECTION NEW MANHOLE /
FH FIRE HYDRANT • NEW CLEAN OUT _ _ J \ C3.3 EROSION CONTROL PLAN-STAGE 1
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NEW SIGN I I \ C3.4 ENLARGED EROSION CONTROL PLAN-STAGE 1-WEST
FM FORCE MAIN I /
*H IRON PIPE
FT FEET BENCHMARK I
FT/SEC FEET PER SEC2 C3.5 ENLARGED EROSION CONTROL PLAN-STAGE 1-EAST
GALV GALVANIZED • • • TEMP SILT FENCE I /
C3.6 EROSION CONTROL PLAN-STAGE 2
GV GATE VALVE TPF TPF TEMP TREE PROTECTION FENCE SITE 0BUNCN RD
HOPE HIGH DENSITY POLYETHYLENE of • TEMP COMBINATION SILT/TREE PROTECTION FENCE C3.7 ENLARGED EROSION CONTROL PLAN-STAGE 2-WEST
L LENGTH 0. 0. -TEMP DIVERSION DITCH - - -
C3.8 ENLARGED EROSION CONTROL PLAN-STAGE 2-EAST
15 LINEAR FEET - • • - DISTURBED LIMITS
MH MANHOLE I C4.1 LONE SILO LANE PLAN PROFILE
PAVE PAVEMENT c C LI
EXISTING GALS uNE C4.2 LONE SILO LANE PLAN PROFILE
PE FINISHED PAD ELEVATION --COM---COM EXISTING COMMUNICATIONS LINE
PP POWER POLE --T T EXISTING UNDERGROUND TELEPHONE 1 C4.3 SHEPHERDS CROOK LANE PLAN PROFILE
PVC POLYVINYL CHLORIDE e E 1 A
/--- EXISTING UNDERGROUND ELECTRICJ11/('R RADIUSo„E---o„E EXISTING oVERHEAO EL£crRlc C4.4 WEATHERED BARN WAY PLAN PROFILE
R/W RIGHT-SF-war M---w 1 ` ,k, C4.5 TAWNY OWL PLAN PROFILE
EXISTING WATER LINE
RED REDUCER
EXISTING SANITARY SEWER FORCE MAIN /RCP REINFORCED CONCRETE PIPE FM FM 1 ` '' C4.6 EDGEMONT ROAD PLAN PROFILE
-- --- EXISTING SANITARY SEWER
RPZ REDUCED PRESSURE ZONE _ 1 �►. \O�PY 6' DEVELOPER: C4.7 EDGEMONT ROAD WIDENING CROSS SECTIONS
0EXISTING STORM DRAINAGE
SS SANITARY SEWER NEW STORM DRAINAGE II I OS
STA STATION NEW WATER LINE \ C4.8 EDGEMONT ROAD WIDENING CROSS SECTIONS
TDD TEMPORARY DIVERSION DITCH -) )- NEW SANITARY SEWER il I I \RRORERTSON POND KNOTT) FARM DEVELOPMENT, LLC
TELE TELEPHONE ,M „A NEW SANITARY SEWER FORCE MAN 1 - 113 EDINBURGH SOUTH DRIVE, C5.1 DETAILS
7-5
TSB TEMPORARY SEDIMENT BASIN c c NEW GAS MAIN I / SUITE 100 C5.2 DETAILS
UG UNDERGROUND • •HANDICAPPED ACCESSIBLE ROUTE //
CARY, NC 27511 C5.3 NCGO1 DETAILS
WCR WHEELCHAIR RAMP 1 / I I I /
W/L WATER LINE /1IY/ I //// C5.4 AQUA DETAILS
WM WATER METER
I / / CONTACT: RUSTY ANGE
YI YARD INLET NOTE:ALL CONSTRUCTION ACTIVITY MUST BE / L _ PHONE:[phone] C5.5 AQUA DETAILS
A IN ACCORDANCE WITH THE ACCEPTED
EMAIL: C5.6 AQUA DETAILS
f POLICIES OF THE WAKE COUNTY AND NCDOT
RUSTYANGE@ANGECONSTRUCTION
VICINITY MAP
N.T.S. OWNER: cn
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GUNTER,JEANNE K ALFORD, EROSION CONTROL,STORMWATER a
ki CONSTRUCTION NOTES MARY ANN KNOTT AND FLOODPLAIN MANAGEMENT O
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Y 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPUCABLE MUNICIPALITY STANDARDS, 9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.AND AS SHOWN ON THESE PLANS.THE 17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM ,\AqN MJST 1729 FALLS CHURCH RD APPROVED °N SPECIFICATIONS,AND DETAILS.WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS,THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.THE OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
V LATEST EDITIONS OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION(NCDOT)ROAD AND CONTRACTOR SHALL USE SILT FENCES(OR OTHER METHODS APPROVED BY THE ENGINEER AND 'JT\LITy per RALEIGH, NC 27609-3561 0
BRIDGE SPECIFICATIONS.THE ROAD AND BRIDGE STANDARDS.THE NORTH CAROLINA EROSION AND APPUCABLE MUNICIPALITY)AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING 18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE o ''OOFnA T� N T� S 7
on SEDIMENT CONTROL HANDBOOK,THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL REGULATIONS, ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL APPUCABLE FEDERAL,STATE,OR CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN CC
EROSION CONTROL ❑ S-
v THE FINAL GEOTECHNICAL REPORT.AND GENERAL DESIGN STANDARDS.IN THE EVENT OF CONFLICT LOCAL EROSION.CONSERVATION.AND SILTATION ORDINANCES.CONTRACTOR SHALL REMOVE ALL WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST `� $ `I r
BETWEEN AM OF THESE STANDARDS,SPECIFICATIONS,OR PLANS,THE MOST STRINGENT SHALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL 3Al'
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GOVERN. THE ESTABUSHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. PLACEMENT. ENGINEER: z
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O 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF 10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SIZE AND PLACE.COMPACT,AND MOISTURE CONDITION 19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF FLOOD STUDY❑S- U
ci CONSTRUCTION. ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS.THE FILL MATERIAL TO BE THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPUANCE,THE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BONG PERFORMED. ANY WORK BEFORE YOU DIGIB N K DATE z
74 3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.THE CONTRACTOR PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND CONTACT ONE-CALL CENTER
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBUC OR 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE,BACKFlLL AROUND DRAINAGE REPAIR AT THE CONTRACTOR'S EXPENSE. 0
PRIVATE UTILITIES WHICH UE IN OR ADJACENT TO THE CONSTRUCTION SITE.AT LEAST 48 HOURS 1-800-632-4949
C STRUCTURES,OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFlLL ()
PRIOR TO ANY DEMOUTION.GRADING.OR CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL NOTIFY SHALL BE COMPACTED TO 95R OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR 20.THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
p THE NORTH CAROUNA ONE-CALL UTILITIES LOCATION SERVICE(ULOCO)AT 1-800-632-4949 FOR TEST AS SET OUT IN ASTM STANDARD D698.STONE BACKFlLL SHALL BE COMPACTED TO 95% AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS,WHICHEVER IS MORE STRINGENT. ENVIRONMENTAL CONSULTANT SIGNATURE G
D1557. THE CONTRACTOR SHALL.PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFlLLING, EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED BASS, NIXON & KENNEDY, INC. 00v°
• 4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES.SIGNS.MANHOLES. SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED TO A DENSITY OF NO LESS THAN 95%OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONSULTING ENGINEERS
h TELEPHONE RISERS,WATER VALVES,ETC.DURING ALL CONSTRUCTION PHASES.THE CONTRACTOR IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.TESTS SHALL BE CONDUCTED CONTENT OF+OR-TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN co
SHALL REPAIR,AT HIS OWN EXPENSE.ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED ACCORDANCE WITH ASIAI D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET \, n H
G• 5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN. PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. DATA. THE CONTRACTOR S ALL ALSO STRUCTURE AT ALL AT ALL PHASES FRETAIN ALL LOSHIPPNG N AND RECORDSL IAND SPECN WITH EFlCATIONS FO TESTING C1�C\�n��// O
C THE"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,'AND AS FURTHER DIRECTED BY CITY AND 12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE.PROPOSED SPOT ELEVATIONS AND OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS ( '0VtSSID+ 4 6310 CHAPEL HILL ROAD, SUITE 250 r
• STATE INSPECTORS. ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY. PART OF THE MUNICIPAUTY AS-BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER =:4? 9� RALEIGH,REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS T NORTH CAROLINA 27607 co
G 6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDNONS OR 13. THE CONTRACTOR SHALL REVIEW,VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS. AVAILABLE UPON REQUEST. SEAL 1-
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL 303g 051005 TELEPHONE: [phone]
▪ REPORTED TO THE ENGINEER,IN WRITING,WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. 21.RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH (� EC"'
FAX: [phone]
a AMBIGUITIES.WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION G^
INCONSISTENCIES.OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB.MINIMUM LENGTH OF OFFSET JOINTS AT OF RETAINING WALLS,THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO •vY/ CC
RADIUS POINTS IS 1.5 FEET.ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS,TESTING,AND VERIFICATION NECESSARY /4 A ��/.� .2E 7. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.THE DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS CERTIFICATION NUMBERS: NCBELS (C-0110) LL
1 CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DMSION. 15. ALL HANDICAP RAMPING,STRIPING,AND PAVEMENT MARKINGS SHALL CONFORM TO ADA INSPECTION,TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION. NCBOLA(C-0267) 1-
REQUIREMENTS AND THE"NORTH CAROUNA STATE BUILDING CODE,VOL.1-C ACCESSIBILITY CODE. PROPER SCHEDULING,EXECUTION.AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS.TESTING,
B. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE 2-�4-23 Q
COMMENCING CONSTRUCTION. 18. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS.NIXON&KENNEDY,INC. ALL Z
Y PROPOSED STORMWATER MANAGEMENT MEASURES(PONDS,WETLANDS,ETC.) OBTAINING PROPER MONITORING,TESTING,AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC CONTACT: BENJAMIN D. MAYO, P.E.
PERMITS SHALL BE THE RESPONSIBIUTY OF THE OWNER. BUILDING CODE CHAPTER 18,SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, co
EMAIL: [e-mail]
CO WHICHEVER IS MORE STRINGENT.
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