NCC230009_Site Plan or Location Map_20230104

(J"LULI CAJJ, NIAUN & RtNNtUY, INU. tAYHtJJLY HtAtHVtJ I It) UUIVIIVIUN LAW UUYYHIUM I ANU U I F1tH YHUYtH I Y MUM It) IN IF1tJt I-LANJ. IF1tJt YLANJ AHt NU I I Ct HtYHUUUI:t U, l:F1ANl3tU UN I:UYItU IN ANY r-UHIVI UN IVIANNtH WrlA I JUtVtH, NUN AHt I F1tY I Ct AJJIIaNtU I ANY IFIIHU I -AN I Y VVI I rlUU I NNZ) I UC IAININIa I Mt tAYHtJJtU VVHI I ItN YtHIVIIJJIUN ANU I:UNJtN I Ur CAJJ, NIAUN & RtNNtUY, INU.
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
r0i
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
NEW FLARED END SECTION
DDCV
DOUBLE DETECTOR CHECK VALVE
NEW FIRE HYDRANT
DI
DROP INLET
H •
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
HOPE
HIGH DENSITY POLYETHYLENE
TPF
TEMP COMBINATION SILT/TREE PROTECTION FENCE
L
LENGTH
so
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
TOO
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
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.
AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE
CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE
(ULOCO) AT 1-800-632-4949 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 CITY 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.
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
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
TOWN OF SMITHFIELD STANDARDS AND SPECIFICATIONS
BROGDEN INDUSTRIAL
BROGDEN ROAD & WAL PAT ROAD
TOWN OF SMITHFIELD, JOHNSTON COUNTY, NORTH CAROLINA 27577
CONSTRUCTION PLAN SUBMITTAL
TOWN OF SMITHFIELD PROJECT NUMBER: SP-22-05
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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. 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.
VICINITY MAP
N.T.S.
17. 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.
18. 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.
19. 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.
20. 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.
21. ANY DAMAGE TO EXISTING SIDEWALKS DURING CONSTRUCTION SHALL BE REPAIRED IN
ACCORDANCE WITH TOWN OF SMITHFIELD STANDARDS.
DEVELOPER:
NEYER
4509 CREEDMOOR ROAD, STE 201
RALEIGH, NC 27612
CONTACT: WYATT BONE
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER / LANDSCAPE ARCHITECT:
[9[;9c3
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
TELEPHONE: [phone]
FAX: [phone]
CERTIFICATION NUMBERS:
N C B E LS (C-0110) N C BO LA (C-0267)
CONTACT: MARTY D. BIZZELL, PE, CPESC
EMAIL: [e-mail]
CALL BEFORE
YOU DIG.
SITE DATA
NCPIN:
OWNER:
DEED BOOK:
BOOK OF MAPS:
ADDRESS:
ZONING:
CURRENT USE:
PROPOSED USE:
SITE LOCATED IN TOWN LIMITS:
ACREAGE:
WATERSHED:
IMPERVIOUS AREAS:
PRE -IMPERVIOUS AREA:
POST IMPERVIOUS AREA:
SHEET INDEX
169310-35-5200
TIMA LLC
PO BOX 149
SMITHFIELD NC 27577
3507 PAGES 52
77 PAGE 81
834 BROGDEN ROAD
SMITHFIELD NC 27577
H-1 (LIGHT INDUSTRIAL)
VACANT
WAREHOUSE
SMITHFIELD
19.06 ACRES
NEUSE RIVER
0 ACRES
12 ACRES (63%)
COVER
C1.0 EXISTING CONDITIONS / DEMO PLAN
C1.1 SITE LAYOUT PLAN
C2.0 UTILITY PLAN
C3.1 GRADING & DRAINAGE PLAN
C3.2 EROSION CONTROL PLAN - STAGE-1
C3.3 EROSION CONTROL PLAN - STAGE-2
C3.4 NPDES PLAN
C3.5 BROGDEN ROAD WIDENING & STRIPING PLAN
C5.0 SITE DETAILS
C5.1 UTILITY DETAILS
C5.2 EROSION CONTROL DETAILS
C5.3 EROSION CONTROL DETAILS
L1.1 LANDSCAPE PLAN & DETAILS
A-201 BUILDING ELEVATIONS
PARKING INFORMATION
CAR SPACE REQUIREMENT: 0.75/1,000 S.F.
CAR SPACES PROVIDED (INCLUDING 6 H/C SPACES): 194
TRUCK DOCK SPACES: 46
DRIVE-IN DOORS: 4
TRAILER STORAGE SPACES: 60
SURVEY INFORMATION
DRAPER ADEN ASSOCIATES
114 EDINBURGH SOUTH DRIVE, SUITE 200
CARY, NC 27511
PHONE: [phone]
FEMA & WETLANDS NOTE
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN PER FEMA MAP
#3720168200L, EFFECTIVE DATE JUNE 20, 2018
SURVEY NOTE
NOTE:
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED
ON OBSERVED ABOVE GROUND STRUCTURES, FIELD MARKINGS AND DRAWINGS
PROVIDED BY DRAPER ADEN ASSOCIATES.
LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM
LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS
SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. BEFORE EXCAVATIONS ARE
BEGUN, FIELD LOCATIONS AND THE TYPE OF UTILITIES/STRUCTURES SHOULD
BE VERIFIED.
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NCDEQ/CLIENT MODIFICATIONS
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10-31-22
1ST NCDOT COMMENTS
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MODIFIED GRADES NEAR POND
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