NCC232620_Site Plan or Location Map_20230830

@2016 BASS,NIXON 9 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.
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF CHARLOTTE STANDARDS AND SPECIFICATIONS z
SHEET INDEX v z
SYMBOLS AND ABBREVIATIONS CO U N T RYW O D D S COVER ' z
C3.1 EROSION CONTROL PLAN(STAGE 1)-OVERALL uJ p
C3.2 EROSION CONTROL PLAN(STAGE 1 -ENLARGED a 2
ABC AGGREGATE BASE COURSE ® EXISTING CURB INLET )
ALUM ALUMINUM 0 EXISTING GRATE ENDINLET/YARD
SECT INLET MOBILE F"IHOME. PAR K P H A E 2 W y
AST2 ALUMINIZED STEEL-TYPE 2 An EXISTING FLARED END SECTION
C3.3 EROSION CONTROL PLAN(STAGE 1)-ENLARGED m
EXISTING FIRE HYDRANT 0
B-B BACK TO BACK C4.1 SIGHT DISTANCE PLAN&PROFILE
oao EXISTING BLOW-OFFL ASSEMBLY 5 2 0 1 VICTORIA AV E N U E
BOA BLOW-OFF ASSEMBLY w EXISTING GATE VALVE
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C&G CURB AND GUTTER 0 EXISTING REDUCER C5.1 DETAILSitC
CFS CUBIC FEET PER SECOND EXISTING WATER METER I
C5.2 DETAILS
CI CURB INLET OS EXISTING SAN SEWER MANHOLE CITY OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA V
CL CENTER UNE 0 EXISTING CLEAN OUT U.
r0' EXISTING POWER POLE PROGRESS DRAWINGS C5.3 NCGO1 DETAILS 0
CMP CORRUGATED METAL PIPE 0 EXISTING TELEPHONE PEDESTAL O
CO CLEAN OUT EXISTING AREA LIGHT
COM COMMUNICATION El EXISTING SIGN APPROVALS PENDING CONC CONCRETE 0 NEW CURB INLET
• NEW GRATE INLET/YARD INLET
DCV DOUBLE CHECK VALVE
INF NEW FLARED END SECTION CITY O F CHARLOTTE PROJECT N O■ :BD
DDCV DOUBLE DETECTOR CHECK VALVE • NEW FIRE HYDRANT
DI DROP INLET rR• NEW BLOW-OFF ASSEMBLY
DIP DUCTILE IRON PIPE BA NEW GATE VALVE
EASE EASEMENT • NEW REDUCER
o NEW WATER METER
2
ELEC ELECTRIC
�T, NEW TEE
EX EXISTING n NEW PLUG I _ / H'R
FES FLARED END SECTION • NEW MANHOLE / _ I / T \ R/$B(�
FH ARE HYDRANT • NEW CLEAN OUT - _
NEW SIGN
FM FORCE MAIN T - HARRIB TECHNOLOG 9L-•
IRON PIPE FT FEET .� BENCHMARKI /\FT/SEC FEET PER SEC /NIZED ■ ■ ■ TEMP SILT FENCE GV GALV GATEAVALVE -1TK 1FF- TEMP TREE PROTECTION FENCE 1liS FSA / /
HDPE HIGH DENSITY POLYETHYLENE 1AF TEMP COMBINATION SILT/TREE PROTECTION FENCE yQ a �.'
W
L LENGTH ► ► TEMP DIVERSION DITCH F~a- e , _
LF LINEAR FEET ♦ ♦ DISTURBED UMTTS ;ill
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MH MANHOLE STREAM I 3 p.= =/,♦ 1017
, `' „,,
PAVE PAVEMENT 0 0 I I �o ' •--- EXISTING GAS LINE S -...,,,. • ,,`' ',' •''
PE FINISHED PAD ELEVATION coM co _--- --- M- EXISTING COMMUNICATIONS LINE „-EST•' , l A'. ,11II. '
PP POWER POLE I I l
--- --- EXISTING UNDERGROUND TELEPHONE I ,,,,,, �F l.-,, . PCSO SUMMARY
PVC POLYVINYL CHLORIDE T T--- --- EXISTING UNDERGROUND ELECTRIC I - _i Inill1l„ III,'',,,, ,,, Original Parcel ID Number(s): 3724101
R RADIUS o I: OK Development Type: Commercial
--- --- EXISTING OVERHEAD ELECTRIC /
R/W RIGHT-OF-WAY ---w---w F Subject to PCSO?Y/N Y
EXISTING WATER LINE
RED REDUCER F T •-Y. 1alli If NO,why? --Click for DrOpdOWn--
RED --M---M- EXISTING SANITARY SEWER FORCE MAIN
RCP REINFORCED CONCRETE PIPE s ss Watershed: Western Catawba
--- --- EXISTING SANITARY SEWER '_ Disturbed Area(ac): 11.05
RPZ REDUCED PRESSURE ZONE �;,
EXISTING STORM DRAINAGE •a ' Site Area(ac): 27.59
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SS SANITARY SEWER ., ��II ami DA#1 DA#2
NEW STORM DRAINAGE
STA STATION NEW WATER UNE ON =.'1 11: Total on-site Drainage Area(ac): 27.59
TDD TEMPORARY DIVERSION DITCH ) ) NEW SANITARY SEWERift •'
- III ■ Existing Built-upon-area(SF): 51,401
TELE TELEPHONE F F 1 M M NEW SANITARY SEWER FORCE MAIN `-( '* ,•, �.■� _� Existing BUA to be removed(SF): 0
OR. III ,��.�, •�==�=�: �. Existing BUA to remain(SF): 51,401
TSB TEMPORARY SEDIMENT BASIN 0 0 -!
UG UNDERGROUND NEW GAS MAIN ' ■ . Proposed New BUA(SF): 169,448
• • HANDICAPPED ACCESSIBLE ROUTE „"'' , �,� .■•� ■_ Proposed%BUA: 14.1
WCR WHEELCHAIR RAMP ;�;� rei�. : ■• Density(High/Low) High
W/L WATER UNE I 111111 ' .�.: Total Past-Project BUA for site: 220,849
WM WATER METER ' Development or Redevelopment? _Redevelopment
.tAON IT
- I Natural Area Required(ac): 6.9
YI YARD INLET �4,.'C JStLITI'A t NOTE:ALL CONSTRUCTION ACTIVITY MUST BE It
rc IN ACCORDANCE WITH THE ACCEPTED ��' Natural Area provided,total(ac): 13.36
`4� $ POLICIES OF THE CITY OF CHARLOTTE AND 11",` Undisturbed Treed Natural Area Preserved(ac): 13.36
NCDOT Total stream buffer protected on-site(ac): 6.74
S 4(ly, _ _ VICINITY MAP Transit Station Area?Y/N N
Distressed Business District?Y/N N
\ N.T.S. / / I Mitigation Type(if applicable) 85%TSS
BEFORE YOU DIGI NOTE:SITE CANNOT ..-.--,--
CONTACT / Y I u � q� , Natural Area mitigation?Y/N N J 1BOO-ONE-CALL CENTERBE SUBDIVIDED FOR
INDIVIDUAL LOTS Buffer Mitigation?Y/N N 4
Total Phosphorous Mitigation?Y/N N
CONSTRUCTION NOTES m
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPUCABLE MUNICIPAUTY STANDARDS, 9. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE,COMPACT,AND MOISTURE CONDITION TO A DENSITY OF NO LESS THAN 957 OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
SPECIFICATIONS,AND DETAILS.WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS,THE ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS.THE FILL MATERIAL TO BE CONTENT OF+OR-TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN CC
LATEST EDITIONS OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION(NCDOT)ROAD AND USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET 4
BRIDGE SPECIFICATIONS.THE ROAD AND BRIDGE STANDARDS,THE NORTH CAROUNA EROSION AND STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING Z
SEDIMENT CONTROL HANDBOOK.THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL REGULATIONS. 10. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE.BACKFlLL AROUND DRAINAGE DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
THE FINAL GEOTECHNICAL REPORT,AND GENERAL DESIGN STANDARDS.IN THE EVENT OF CONFLICT STRUCTURES,OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
BETWEEN ANY OF THESE STANDARDS.SPECIFICATIONS.OR PLANS.THE MOST STRINGENT SHALL SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER W
GOVERN. TEST AS SET OUT IN ASTM STANDARD D698.STONE BACKFILL SHALL BE COMPACTED TO 95% UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE In IS IL
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD AVAILABLE UPON REQUEST. CC
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF D1557. THE CONTRACTOR SHALL,PRIOR TO ANY OPERATIONS INVOLVING FLUNG OR BACKFILUNG, ENGINEER:
CONSTRUCTION. SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED 18. RETAINING WALLS SHOWN HERON SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH PA'C1 CA�••
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.TESTS SHALL BE CONDUCTED EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTOR Y
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.THE CONTRACTOR BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A UCENSED OF RETAINING WALLS.THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO '"•` 0/.4.„• CC
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBUC OR PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS,TESTING,AND VERIFICATION NECESSARY
PRIVATE UTIUTIES WHICH UE IN OR ADJACENT TO THE CONSTRUCTION SIZE.AT LEAST 48 HOURS DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS ���OF ESS/O,-, D.
PRIOR TO ANY DEMOLITION,GRADING,OR CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL NOTIFY 11. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE.PROPOSED SPOT ELEVATONS AND INSPECTOR,TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION. = Q !y% W
THE NORTH CAROLINA ONE-CALL UTIUTIES LOCATION SERVICE(ULOCO)AT 1-800-632-4949 FOR ROADWAY PROFILES/SUPERELEVATONS ARE TO BE USED IN CASE OF DISCREPANCY. PROPER SCHEDUUNG.EXECUTION.AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS.TESTING. BNK SEAL
PROPER IDENTFICATON OF EXISTNG UTILITIES WITHIN THE SITE. AND VERIFICATON SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE f
12. THE CONTRACTOR SHALL REVIEW,VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS, RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS.NIXON&KENNEDY.INC. ALL 036908 • 0
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES,SIGNS,MANHOLES, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AHD ALL MONITORING,TESTING,AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC BASS,
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THALLHONE RISERS.AT WATER
OWN VALVES,
E ES,E,C.DURING
GILLNG UTILITIES CONSTRUCTION
NED DURING CONTRACTOR UTIUTIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. BUICNNGERCODE
CHAOREPTER
RI18,SECTON 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, BASS, NIXON &KENNEDY, INC. 9,prXl1o0 I,,c m
13. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY CONSULTING ENGINEERS D.g 07/21/23
5. TRAFFIC CONTROL ON PUBUC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, PROPOSED STORMWATER MANAGEMENT MEASURES(PONDS.WETLANDS,ETC.) OBTAINING PROPER OWNER/DEVELOPER: o
THE'MANUAL OF UNIFORM TRAFFIC CONTROL DEUCES.'AND AS FURTHER DIRECTED BY CITY AND PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.STATE INSPECTORS. 6310 O CHAPEL HILL ROAD SUITE 25O
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14. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM 1
(I)
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDmONS OR OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL. RALEIGH KDM DEVELOPMENT CORPORATION
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY , NORTH CAROLINA 27607 0
REPORTED TO THE ENGINEER,IN WRITING,WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR 15. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBIUTY OF THE 0
AMBIGUTES.WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES. CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN TELEPHONE: [phone] c
INCONSISTENCIES,OR AMBIGUmES SHALL BE DONE AT THE CONTRACTOR'S RISK. WHICH ALL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST ( ) 1080 PITTFORD VICTOR RD.
AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL FAX: [phone] PITTSFORD NC 14535 IS
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7. A PRE-CONSTRUCTON CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.THE PLACEMENT.
CONTRACTOR SHA ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION. 1 I-
16. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF CERTIFICATION NUMBERS: NCBELS (C-0110) Z
8. ALL AREAS SHALL BE GRADED FOR POSUVE DRAINAGE,AND AS SHOWN ON THESE PLANS.THE THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE,THE M
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK o
CONTRACTOR SHALL USE SILT FENCES(OR OTHER METHODS APPROVED BY THE ENGINEER AND PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND N B LA( -0267) CONTACT: KENYON BURNHAM C)
APPLICABLE MUNICIPALITY)AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING REPAIR AT THE CONTRACTOR'S EXPENSE.
ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL APPUCABLE FEDERAL,STATE,OR CONTACT: MARTY D. BIZZEL, PE CPESC PHONE: [phone] a LOCAL EROSION,CONSERVATION,AND SILTATION ORDINANCES.CONTRACTOR SHALL REMOVE ALL 17. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND AND ALL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE EMAIL: [e-mail] O
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS,WHICHEVER IS MORE STRINGENT. EMAIL: [e-mail] N
EMBANKMENTS FOR PONDS SHALL BE PLACED IN B INCH LOOSE LAYERS AND SHALL BE COMPACTED
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