NCC232775_Site Plan or Location Map_20230913

®2016 BASS,NIXON S 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&KENNEDY,INC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF ARCHER LODGE STANDARDS AND SPECIFICATIONS z
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SYMBOLS AND ABBREVIATIONS SHEET INDEX o z
I...EBERRY ROADaz
Aec AGGREGATE BASE COURSE ® EXISTING cues INLETCASTLErCO.1 COVER
EXISTING CONDITIONS&DEMOLITION PLAN
ALUM ALUMINUM 0 EXISTING GRATE INLET/YARD INLET W Q
AST2 ALUMINIZED STEEL-TYPE 2 o EXISTING FLARED END SECTION CO.2 EXISTING CONDITIONS&DEMOLITION PLAN Q O .
B-B BACK TO BACK G EXISTING FIRE HYDRANT S U B D I V I S I O N
EXISTING BLOW-OFF ASSEMBLY C1.1 SITE PLAN 0
BOA BLOW-OFF ASSEMBLY oa EXISTING GATE VALVE CC
C&G CURB AND GUTTER 0 EXISTING REDUCERCC
C1.2 SITE PLAN
CFS CUBIC FEET PER SECOND oEXISTING WATER METER LU
CI CURB INLET O EXISTING N SAT MANHOLE TOWN OF ARCHER LODGE, C1.3 WIDENING PLAN
JOHNSTON COUNTY, NORTH CAROLINA =
EXISTING CLEANDE
CL CENTER UNE TQ/ EXISTING POWER POLE C2.1 UTILITY PLANCC
CMP CORRUGATED METAL PIPE 0 EXISTING TELEPHONE PEDESTAL CONSTRUCTION DRAWINGS C2.2 UTILITY PLAN LL
CO CLEAN OUT EXISTING AREA LIGHT
COM COMMUNICATION 0 EXISTING SIGN C3.1 GRADING AND DRAINAGE PLAN 0
CONC CONCRETE 0 NEW CURB INLET
DCV DOUBLE CHECK VALVE • NEW GRATE INLET/YARD INLET Z
C3.2 GRADING AND DRAINAGE PLAN
NEW FLARED END SECTION
DDCV DOUBLE DETECTOR CHECK VALVE 4 NEW FIRE HYDRANT C3.3 EROSION CONTROL PLAN-PHASE 1 0
DI DROP INLET ER. NEW BLOW-OFF ASSEMBLY I�
DIP DUCTILE IRON PIPE w4 NEW GATE VALVE C3.4 EROSION CONTROL PLAN-PHASE 1
EASE EASEMENT •
NEW REDUCER
o NEW WATER METER C3.5 EROSION CONTROL PLAN-PHASE 2
ELEC ELECTRIC _
NEW TEE
IX EXISTING nNEW PLUG \ \\ \ C3.6 EROSION CONTROL PLAN-PHASE 2
FES FLARED END SECTION • NEW MANHOLE /\
FH FIRE HYDRANT • NEW CLEAN OUT I \ C3.7 EROSION CONTROL PLAN-PHASE 3
FM FORCE MAIN T NEW SIGN / \ \\ \ C3.8 EROSION CONTROL PLAN-PHASE 3
c. IRON PIPE \ \\ \
FT FEET . BENCHMARK
FT/SEC FEET PER SEC C3.9 SCM DETAILS
cALv GALVANIZED ■ ■ ■ TEMP SILT FENCE / / \ IT: (- - - - - ® C3.10 RESIDENTIAL LOT EROSION CONTROL PLAN-NORTHWEST
GV GATE VALVE -I14 TOT- TEMP TREE PROTECTION FENCE
HDPE HIGH DENSITY POLYETHYLENE CEP TEMP COMBINATION SILT/TREE PROTECTION FENCE \\ \ \\� II C3.11 RESIDENTIAL LOT EROSION CONTROL PLAN-SOUTHEAST
L LENGTH ► ► TEMP DIVERSION DITCH / ��\ \ J
LF LINEAR FEET - ♦ - ♦ - DISTURBED UMRS /\ C4.1 STREET APROFILE-NORTHWEST
MH MANHOLE / \ T \ I C4.2 STREET APROFILE-SOUTHEAST
... ... STREAM
PAVE PAVEMENT c c \
--- --- EXISTING GAS LINE C4.3 STREET B PROFILE
PE FINISHED PAD ELEVATION --SIR---co.- EXISTING COMMUNICATIONS LINE
PP POWER POLE ---I ---I EXISTING UNDERGROUND TELEPHONE �� ,, C4.4 SEWER OUTFALL PROFILE
PVC POLYVINYL CHLORIDE T T 0�
--- --- EXISTING UNDERGROUND ELECTRIC .
R RADIUS o I: XII--- --- - EXISTING OVERHEAD ELECTRIC
C4.5 CASTLEBERRY ROAD PLAN&PROFILE
RAW RIGHT-OF-WAY w---w EXISTING WATER LINE / •... C5.1 DETAILS
RED REDUCER F __ F /C\
EXISTING SANITARY SEWER FORCE MAIN
RCP REINFORCED CONCRETE PIPE -o -F. \ / .. C5.2 DETAILS
---ss---ss- EXISTING SANITARY SEWER _
RPZ REDUCED PRESSURE ZONE /�// ' ....
EXISTING STORM DRAINAGE
SS SANITARY SEWER T / ? C5.3 DETAILS
NEW STORM DRAINAGE \ v / ' . y
sTA STATION \ / "' . C5.4 DETAILS
NEW WATER UNE
TOD TEMPORARY DIVERSION DITCH ) ) NEW SANITARY SEWER
TELE TELEPHONE F. r \ \ /''''' � I
o u NEW SANITARY SEWER FORCE MAIN '
TSB TEMPORARY SEDIMENT BASIN I c / \ ,
"� ` MA" / \� :�'`''kill"
OWNER/DEVELOPER:
UG UNDERGROUND .
• • HANDICAPPED ACCESSIBLE ROUTE \/
WCR WHEELCHAIR RAMP \ 0 / !
W/L WATER UNE \ \ ♦ = MHB DEVELOPMENT, LLC
WM WATER METER - \ \\ Nrimillerk. ■' 208 FOREST OAKS DRIVE
YI YARD INLET NOTE:ALL N ACCORANCETWITHITON ACTIVITY E ACCEPTDUST BE7 -- 1 \ T_ . ,rr ARCHER LODGE, NC 27527-6943
POLICIES OF THE TOWN OF ARCHER LODGE \ \ / �, ..A;,�;
AND NCDOT // _ - �� , CONTACT: MICHAEL MORRISON
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•allt1r1 PHONE: [phone]
- - / ' . . / -,� '� EMAIL: [e-mail]
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CONSTRUCTION NOTES a
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE 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 „01,10T\MUST p.,, m
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 , VZ\L I TY p,�"W` y
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 1 'RJ
BRIDGE SPECIFICATIONS,THE ROAD AND BRIDGE STANDARDS,THE NORTH CAROUNA EROSION AND APPLICABLE MUNICIPALITY)AS REQUIRED TO PREVENT SILT AND CONSTRUCTOR DEBRIS FROM FLOWING 18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE ` TFc r
SEDIMENT CONTROL HANDBOOK.THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL REGULATIONS. ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,OR CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN jj '`
THE FINAL GEOTECHNICAL REPORT,AND GENERAL DESIGN STANDARDS.IN THE EVENT OF CONFLICT LOCAL EROSION,CONSERVATION,AND SILTATION ORDINANCES.CONTRACTOR SHALL REMOVE ALL WHICH ALL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
BETWEEN ANY OF THESE STANDARDS.SPECIFICATIONS.OR PUNS,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 �� , Ayxn ENGINEER: i
GOVERN. THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. PLACEMENT.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF 10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE,COMPACT,AND MOISTURE CONDITION 19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPUANCE WITH CURRENT ADA STANDARDS. IF ly, Zri
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 COMPLIANCE,THE N CAR W
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK BEFORE YOU DIG! O 2
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 PAID CONTACT ONE-CALL CENTER O�OE E55/OYV„j�' a
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBUC OR 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE,BACKFILL AROUND DRAINAGE REPAIR AT THE CONTRACTOR'S EXPENSE. B N K 4` 9 �:
PRIVATERUTIUTIESAND WHICH , INR IN, RCCO T THE CONSTRUCTION TH SITE.AT LEAST 48 HOURS
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STRUCTURES,OR IN UIILf1Y TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFlLL CHIC_ Z
PRIOR TO ANY DEMOLITION,GRADING,OR CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL NOTIFY SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY PS DETERMINED BY THE STANDARD PROCTOR 20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS �,g�
THE NORTH CAROLINA ONE-CALL UTIUTIES LOCATION SERVICE(ULOCO)AT 1-800-632-4949 FOR TEST AS SET OUT IN ASTM STANDARD D698.STONE BACKFILLOSHALL BE COMPACTED TO 95S AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE 0 6B.8'-. 0
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. j W
D1557. THE CONTRACTOR SHALL.PRIOR TO ANY OPERATIONS INVOLVING FlLUNG OR BACKFILUNG, EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED BASS, NIXON & KENNEDY, INC. v T 8`
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 95R OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE �?Yr,'-
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TELEPHONE RISERS.WATER VALVES,ETC.DURING ALL CONSTRUCTION PHASES.THE CONTRACTOR IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.1ESIS SHALL BE CONDUCTED CONTENT OF+OR-TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN CONSULTING ENGINEERS .. D.1./ .L 8/31/2023
SHALL REPAIR,AT HIS OWN EXPENSE,ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A UCENSED ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET m
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING 0
5. TRAFFIC CONTROL ON PUBUC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE 6310 CHAPEL HILL ROAD, SUITE 250 CA
THE'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,.AND AS FURTHER DIRECTED BY CRY 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 Ci
STATE INSPECTORS. ROADWAY PROFILES/SUPERELEVATONS ARE TO BE USED IN CASE OF DISCREPANCY. PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SNAIL BE MADE AVAILABLE TO THE ENGINEER RALEIGH1 NORTH CAROLINA 27607 c
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR 13. THE CONTRACTOR SHALL REVIEW,VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS, AVAILABLE UPON REQUEST.
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 TELEPHONE: [phone] cc
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 Y
AMBIGUITIES.WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES. EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION FAX: [phone] ¢
INCONSISTENCIES,OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 14. ALL CURB JOINTS SHALL EMEND THROUGH THE CURB.MINIMUM LENGTH OF OFFSET JOINTS AT OF RETAINING WALLS,THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO 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 CERTIFICATION NUMBERS: NCBELS (C-0110) O0
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
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CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION. 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) F
REQUIREMENTS AND THE"NORTH CAROUNA STATE BUILDING CODE,VOL 1-C ACCESSIBILITY CODE. PROPER SCHEDULING,EXECUTION,AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS,TESTING,
8. 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 N
COMMENCING CONSTRUCTION. 16. 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 CONTACT: MARTY D. BIZZELL, PE, CPESC T,PROPOSED STORMWATER MANAGEMENT MEASURES(PONDS.WETLANDS.ETC.) OBTAINING PROPER MONITORING.TESTING,AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. BUILDING CODE CHAPTER 18,SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, EMAIL: [e-mail] N
WHICHEVER IS MORE STRINGENT.
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