NCC223607_Site Plan or Location Map_20221020

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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF CHARLOTTE STANDARDS AND SPECIFICATIONS
SYMBOLS AND ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
ALUM
ALUMINUM
AST2
ALUMINIZED STEEL - TYPE 2
B-B
BACK TO BACK
BOA
BLOW -OFF ASSEMBLY
C&G
CURB AND GUTTER
CFS
CUBIC FEET PER SECOND
CI
CURB INLET
CL
CENTER LINE
CMP
CORRUGATED METAL PIPE
CO
CLEAN OUT
COM
COMMUNICATION
CONIC
CONCRETE
DCV
DOUBLE CHECK VALVE
DDCV
DOUBLE DETECTOR CHECK VALVE
DI
DROP INLET
DIP
DUCTILE IRON PIPE
EASE
EASEMENT
ELEC
ELECTRIC
EX
EXISTING
FES
FLARED END SECTION
FH
FIRE HYDRANT
FM
FORCE MAIN
FT
FEET
FT/SEC
FEET PER SEC
GALV
GALVANIZED
GV
GATE VALVE
HDPE
HIGH DENSITY POLYETHYLENE
L
LENGTH
LF
LINEAR FEET
MH
MANHOLE
PAVE
PAVEMENT
PE
FINISHED PAD ELEVATION
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
R
RADIUS
R/W
RIGHT-OF-WAY
RED
REDUCER
RCP
REINFORCED CONCRETE PIPE
RPZ
REDUCED PRESSURE ZONE
SS
SANITARY SEWER
STA
STATION
TDD
TEMPORARY DIVERSION DITCH
TELE
TELEPHONE
TSB
TEMPORARY SEDIMENT BASIN
UG
UNDERGROUND
WCR
WHEELCHAIR RAMP
W/L
WATER LINE
WM
WATER METER
YI
ON MUST
YARD INLET I TY p�
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
CONSTRUCTION NOTES
M
EXISTING CURB INLET
❑
EXISTING GRATE INLET/YARD INLET
o
EXISTING FLARED END SECTION
EXISTING FIRE HYDRANT
oa-o
EXISTING BLOW -OFF ASSEMBLY
oa
EXISTING GATE VALVE
EXISTING REDUCER
❑
EXISTING WATER METER
O
EXISTING SAN SEWER MANHOLE
o
EXISTING CLEAN OUT
r0i
EXISTING POWER POLE
❑
EXISTING TELEPHONE PEDESTAL
EXISTING AREA LIGHT
EXISTING SIGN
u
NEW CURB INLET
NEW GRATE INLET/YARD INLET
no
NEW FLARED END SECTION
NEW FIRE HYDRANT
►��
NEW BLOW -OFF ASSEMBLY
►�
NEW GATE VALVE
►
NEW REDUCER
o
NEW WATER METER
I -I
NEW TEE
In
NEW PLUG
•
NEW MANHOLE
•
NEW CLEAN OUT
_W_
NEW SIGN
a
IRON PIPE
BENCHMARK
TEMP SILT FENCE
SHEET INDEX
COUNTRYWOODS COVER
C3.1 EROSION CONTROL PLAN (STAGE 1) -ENLARGED
C4.1 SIGHT DISTANCE PLAN & PROFILE
MOBILE HOME PARK PHASE 1 C5.1 DETAILS
C5.2 DETAILS
5201 VICTORIA AVENUE C5.3 NCG01 DETAILS
1PF
1PF
TEMP TREE PROTECTION FENCE
IN
TEMP COMBINATION SILT/TREE PROTECTION FENCE
TPF
TEMP DIVERSION DITCH
•
DISTURBED LIMITS
- •
STREAM
•
•••
- - c -
- - c
EXISTING GAS LINE
- - COM -
- - COM
EXISTING COMMUNICATIONS LINE
- - r -
- - r
EXISTING UNDERGROUND TELEPHONE
- - E -
- - E
EXISTING UNDERGROUND ELECTRIC
- - OHE -
- - OHE
EXISTING OVERHEAD ELECTRIC
- - W -
- - W
EXISTING WATER LINE
- _FM -
- - FM
EXISTING SANITARY SEWER FORCE MAIN
- - ss -
- - ss
EXISTING SANITARY SEWER
---------------
EXISTING STORM DRAINAGE
NEW STORM DRAINAGE
NEW WATER LINE
NEW SANITARY SEWER
NEW SANITARY SEWER FORCE MAIN
FM
FM
NEW GAS MAIN
G
G
• • • • • • • •
• • • • • •
• HANDICAPPED ACCESSIBLE ROUTE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE CITY OF CHARLOTTE AND
NCDOT
NOTE: SITE CANNOT
BE SUBDIVIDED FOR
INDIVIDUAL LOTS
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 CITY ENGINEERING DIVISION.
8. 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.
CITY OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
PROGRESS DRAWINGS
APPROVALS PENDING
CITY OF CHARLOTTE PROJECT NO. TBD
9. 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.
10. 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.
11. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
12. 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.
13. 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.
14. 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.
15. 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.
16. 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.
17. 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
I
/
SITE
VICINITY MAP
N.T.S.
W I! V__
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.
18. 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.
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ARR/S 1140.
ENGINEER:
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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. BIZZEL, PE CPESC
EMAIL: [e-mail]
PCSO SUMMARY
Original Parcel ID Number(s):
3724101
Development Type:
Commercial
Subject to PCSO? Y/N
Y
If NO, why?
-- Click for Dropdown --
Watershed:
Western Catawba
Disturbed Area (ac):
11.05
Site Area (ac):
27.59
DA# 1
DA#2
Total on -site Drainage Area (ac):
27.59
Existing Built -upon -area (SF):
51,401
Existing BUA to be removed (SF):
0
Existing BUA to remain (SF):
51,401
Proposed New BUA (SF):
169,448
Proposed % BUA:
14.1
Density (High / Low)
High
Total Post -Project BUA for site:
220,849
Development or Redevelopment?
Redevelopment
Natural Area Required (ac):
6.9
Natural Area provided, total (ac):
13.36
Undisturbed Treed Natural Area Preserved (ac):
13.36
Total stream buffer protected on -site (ac):
6.74
Transit Station Area? Y/N
N
Distressed Business District? Y/N
N
Mitigation Type (if applicable)
85% TSS
Natural Area mitigation? Y/N
N
Buffer Mitigation? Y/N
N
Total Phosphorous Mitigation? Y/N
N
OWNER/DEVELOPER:
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KDM DEVELOPMENT CORPORATION
1080 PITTFORD VICTOR RD.
P I TTS FO R D, NC 14535
CONTACT: KENYON BURNHAM
PHONE: [phone]
EMAIL: [e-mail]. EDU
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