NCC223823_Site Plan or Location Map_20221115

(J"LUL"L CAJJ, NUIUN be KrNNtUY, INI:. rAl- rbbLY Krbr iVrb I I J I:UMMUN LAW I:UYYFn(arI I ANU U I r1rK I-KUI-rK I Y KIL P7I J IN I r1rbr YLANJ. I r1rbr YLANJ AKr NU I I U Or Fitt-KUUUI:tU, I:rIAN(atU UM I:UF'ItU IN ANY rUKM UM MANNrK wnA IJUrVrK, NUM AKr I MY I U Or AJJI(aNMJ I U ANY I roKU YAM I Y wl I rIUU I roll I UV IAININ(a I r1r rA1- rbbrLJ wrll I I rN FrKMIJJIUN ANU I:UNbrN I Ur CAJJ, NUIUN be K=NN=WY, INI:.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
SYMBOLS AND
ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
M
EXISTING CURB INLET
ALUM
ALUMINUM
❑
EXISTING GRATE INLET/YARD INLET
o
EXISTING FLARED END SECTION
AST2
ALUMINIZED STEEL -TYPE 2
EXISTING FIRE HYDRANT
B-B
BACK TO BACK
>a--o
EXISTING BLOW -OFF ASSEMBLY
BOA
BLOW -OFF ASSEMBLY
>a
EXISTING GATE VALVE
C&G
CURB AND GUTTER
EXISTING REDUCER
CFS
CUBIC FEET PER SECOND
❑
EXISTING WATER METER
O
EXISTING SAN SEWER MANHOLE
CI
CURB INLET
o
EXISTING CLEAN OUT
CL
CENTER LINE
r0j
EXISTING POWER POLE
CMP
CORRUGATED METAL PIPE
❑
EXISTING TELEPHONE PEDESTAL
CO
CLEAN OUT
EXISTING AREA LIGHT
COM
COMMUNICATION
EXISTING SIGN
NEW CURB INLET
CONC
CONCRETE
■
NEW GRATE INLET/YARD INLET
DCV
DOUBLE CHECK VALVE
no
NEW FLARED END SECTION
DDCV
DOUBLE DETECTOR CHECK VALVE
NEW FIRE HYDRANT
DI
DROP INLET
NEW BLOW -OFF ASSEMBLY
DIP
DUCTILE IRON PIPE
H
NEW GATE VALVE
NEW REDUCER
EASE
EASEMENT
o
NEW WATER METER
ELEC
ELECTRIC
I -I
NEW TEE
EX
EXISTING
n
NEW PLUG
FES
FLARED END SECTION
•
NEW MANHOLE
FH
FIRE HYDRANT
®
NEW CLEAN OUT
-r
NEW SIGN
FM
FORCE MAIN
o
IRON PIPE
FT
FEET
BENCHMARK
FT/SEC
FEET PER SEC
GALV
GALVANIZED
TEMP SILT FENCE
GV
GATE VALVE
TPF TPF
TEMP TREE PROTECTION FENCE
HDPE
HIGH DENSITY POLYETHYLENE
TPF
TEMP COMBINATION SILT/TREE PROTECTION FENCE
L
LENGTH
TEMP DIVERSION DITCH
LF
LINEAR FEET
• •
DISTURBED LIMITS
MH
MANHOLE
STREAM
PAVE
PAVEMENT
— — c — — — c
EXISTING GAS LINE
PE
FINISHED PAD ELEVATION
— — COM — — — COM
EXISTING COMMUNICATIONS LINE
PP
POWER POLE
— — r — — — r
EXISTING UNDERGROUND TELEPHONE
PVC
POLYVINYL CHLORIDE
— — E — — — E
EXISTING UNDERGROUND ELECTRIC
R
RADIUS
— — OHE — — — OHE
EXISTING OVERHEAD ELECTRIC
R/W
RIGHT-OF-WAY
— — w — — — w
EXISTING WATER LINE
RED
REDUCER
— — FM — — — FM
EXISTING SANITARY SEWER FORCE MAIN
RCP
REINFORCED CONCRETE PIPE
— _SS — — — ss
EXISTING SANITARY SEWER
RPZ
REDUCED PRESSURE ZONE
_ _ _ _ _ _ _ _ _ _ _ _ _ _
= EXISTING STORM DRAINAGE
SS
SANITARY SEWER
NEW STORM DRAINAGE
STA
STATION
NEW WATER LINE
TDD
TEMPORARY DIVERSION DITCH
NEW SANITARY SEWER
TELE
TELEPHONE
FM FM
NEW SANITARY SEWER FORCE MAIN
TSB
TEMPORARY SEDIMENT BASIN
G G
NEW GAS MAIN
UG
UNDERGROUND
• • • • • • • • • • • • • •
• HANDICAPPED ACCESSIBLE ROUTE
WCR
WHEELCHAIR RAMP
W/L
WATER LINE
WM
WATER METER
YI
YARD INLET
CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE LAW REQUIRES THAT
THREE FULL DAYS BEFORE ANY EXCAVATION, DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE
PERSON RESPONSIBLE PLACES A NOTIFICATION REQUEST TO NC 811 FOR PROPER IDENTIFICATION OF
EXISTING UTILITIES WITHIN THE SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL
PLAN, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY TOWN
AND STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
7. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE TOWN ENGINEERING DIVISION.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
TOWN OF CLAYTON & NCDOT STANDARDS AND SPECIFICATIONS
JOHNSTON HEALTH
MEDICAL OFFICE BUILDING
1820 NC HWY 42 W, CLAYTON, NC 27520
TOWN OF CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
EARLY GRADING PERMIT SUBMITTAL_
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE.
16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
TOWN OF CLAYTON PROJECT
NO. 2022=60=SP
ASSOCIATED PROJECT NUMBERS;
2019-139-SP
WINCT(1N RCIAn
VICINITY MAP
17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPON REQUEST.
21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION, TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18. SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS MORE STRINGENT.
HORT JOHNSTON
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11/09/2022
CALL BEFORE
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OWNER / DEVELOPER:
JOHNSTON MEMORIAL HOSPITAL
AUTHORITY
P.O. BOX 1376
SMITHFIELD, NC 27577
CONTACT: KYLE McDERMOTT
PHONE: [phone]
EMAIL:
[e-mail]
ARCHITECT:
HMK ARCHITECTS, PLLC
5300 MARYLAN D WAY STE 109
BRENTWOOD, TN 337027
CONTACT: DON MILLER, AIA
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER/LANDSCAPE ARCHITECT:
0�
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
TELEPHONE: [phone]
FAX: [phone]
CERTIFICATION NUMBERS:
NCBELS (C-0110) NCBOLA (C-0267)
CONTACT: MARTY D. BIZZELL, PE, CPESC
EMAIL: [e-mail]
CONTACT: GARRY WALSTON, RLA
EMAIL: [e-mail]
SHEET INDEX
COVER
C1.0 EXISTING CONDITIONS
C3.2 EROSION CONTROL PLAN - STAGE-1
C5.4 EROSION CONTROL DETAILS
UTILITY PROVIDERS
ELECTRIC: DUKE ENERGY PROGRESS
WATER: TOWN OF CLAYTON
SEWER: TOWN OF CLAYTON
PRE -CONSTRUCTION NOTE:
A PRE -CONSTRUCTION CONFERENCE WILL NEED TO BE SCHEDULED PRIOR TO START
OF UTILITY INSTALLATION. THE ENGINEER OF RECORD AND UTILITY CONTRACTOR
SHALL BE REPRESENTED AT THIS MEETING. DELIVER (2) TWO PAPER SETS OF THE
REVISED DRAWINGS MARKED "APPROVED FOR CONSTRUCTION" AT THAT TIME.
SIGNAGE NOTE
PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT
PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND
APPROVAL.
CONSTRUCTION DRAWING APPROVAL IS REQUIRED
BEFORE CONSTRUCTION ON THIS PROJECT MAY
BEGIN. DEVELOPMENT FEES ARE DUE BEFORE
CONSTRUCTION DRAWING APPROVAL
PLAN IS SUBJECT TO REVISIONS DURING
CONSTRUCTION DRAWING APPROVAL PROCESS
ALL CONSTRUCTION SHALL CONFORM TO
TOWN OF CLAYTON ENGINEERING DESIGN AND
CONSTRUCTION STAN DARDS
Town of Clayton
Approved for Construction
Signature: Date:
Town Engineer
Initials/Date
Engineering:
Stormwater•
Planning:
Fire:
g
Town of Clayton Engineering must be contacted at a
minimum 48 hours prior to the commencement of
construction activities. The Town of Clayton will not be
responsible for errors and/or omissions on these
approved set of plans.
2
11-09-22
2ND EARLY EC PLAN COMMENTS
BTO
1
110-20-221
1ST EARLY EC PLAN COMMENTS
BTO
NO.1
DATE
I DESCRIPTION
I BY
REVISIONS
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