NCC232156_Site Plan or Location Map_20230721

G2023 BASS,NIXON B 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 RALEIGH STANDARDS AND SPECIFICATIONS z
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ACAD zCOERT INDEX 0SYMBOLS AND ABBREVIATIONS NO RTH RALEIGH RI TIAN EMY
CO.1 EXISTING CONDITIONS&DEMOLITION PLAN cc 0
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ABC ALUMINUM BASE COURSE 0 EXISTING CURB rINLE SYNTHETIC TURF SOCCER FIELD & PLAYGROUND C1.2 EXISTING CONDITIONS&DEMOLITION PLAN-ENLARGED T 0
ALUM ALUMINUM ❑ EXISTING GRATE INLET/YARD INLET 2 U5
C1.0 SITE PLAN-OVERALL 0r a
AST2 ALUMINIZED STEEL-TYPE 2 o EXISTING FLARED END SECTION CO C1.1 SITE PLAN-ENLARGED
el- EXISTING FIRE HYDRANT w
B-B BACK TO BACK 7300 PERRY CREEK R D EXISTING BLOW-OFF ASSEMBLY C3.0 GRADING&DRAINAGE PLAN-OVERALL J
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BOA BLOW-OFF ASSEMBLY EXISTING GATE VALVE Q
c&c CURB AND GUTTER n EXISTING REDUCER C3.1 GRADING&DRAINAGE PLAN-ENLARGEDCC
CFS CUBIC FEET PER SECOND D EXISTING WATER METER C3.2 EROSION CONTROL PLAN-OVERALL IL
CI CURB INLET OS EXISTING SAN SEWER MANHOLE CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA C3.3 EROSION CONTROL PLAN-ENLARGED(EAST) 0
CL CENTER LINE H EXISTING CLEAN OUT
0 EXISTING POWER POLE C3.4 EROSION CONTROL PLAN-ENLARGED(WEST) ›-
1.
CMP CORRUGATED METAL PIPE 0 EXISTING TELEPHONE PEDESTAL
CO CLEAN OUT EXISTING AREA LIGHT SITE P LA N_ REVIEW SUBMITTAL C3.5 NPDES STABILIZATION PLAN
COM COMMUNICATION v EXISTING SIGN C5.1 DETAILS -
CONC CONCRETE 0 NEW CURB INLET C5.2 DETAILS M
DCV DOUBLE CHECK VALVE • NEW GRATE INLET/YARD INLET C I TY 0 A H P O J E CT N O 0
■ 1 OVERALL APPROVED SITE PLAN(SP-169-00)
NEW FLARED END SECTION N
DDCV DOUBLE DETECTOR CHECK VALVE 1 NEW FIRE HYDRANT REVISION 1
DI DROP INLET I..• NEW BLOW-OFF ASSEMBLY S P R-0121 -2023 OWNER: N
DIP DUCTILE IRON PIPE Et NEW GATE VALVE n-•I
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EASE EASEMENT • NEW REDUCER NORTH RALEIGH CHRISTIAN ACADEMY INC I
o NEW WATER METER
ELEC ELECTRIC _ NEW TEE 7300 PERRY CREEK RD Cl.
EX EXISTING NEW PLUG ,� . RALEIGH,NC 27616-6440 (n
FES FLARED END SECTION • NEW MANHOLE 4jIIj�i����/ \■� `����,__,1 ■ Traffic Control and Pedestrian Plan(TOPED)Notes: ��
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FFH FIRE M FORCE HYDRANT
T T NEW SIGN FINANCE
OUT ►►►►►►►►..��/� '`'■■,14,10 140.��♦�.�',••4': CONTACT:RICHARD COREY,DIRECTOR OF • Prior to any work that impacts the right-of-way,closing or detouring of any street,lane,
pTlll� I� '•■■■' ■Gam'',,,�V4•�/��� FINANCE&OPERATION or sidewalk,the contractor must apply for a permit with Right-of-Way Services.Please
IRON PIPE ® ►►►►pRU �� ■��� ♦♦ /��� �� �■♦ direct anyquestions to [e-mail].
FT FEET ®o=u►pun►►► 0Q�p4��- ♦��0�Q■�Q��� ♦G ♦AD PHONE:[phone]gAe g [e-mail].
BENCHMARK //T11/,1 ���� �,,Q� '►Q��♦ �,,Q�,������� J • The street,lane,sidewalk,closure permit is required for any closure on city streets and
O�.,�■ ,�■****il...�►,�,�'■■p,■■p M1 EMAIL:[e-mail] all NCDOT streets within Ralei n Jurisdiction.
FT/SEC FEET PER SEC �... , I1B11f1 y\�I , , , oy.�%1► , , , Iy�j]/�]�J� is
GALV GALVANIZED ■ ■ • TEMP SILT FENCE ,�� "`'"`" """-"*44... _�� /■■ „**,,►►►*Q ♦■s,��,�■ot\ T ` • A permit request with a TOPED Plan shall be submitted to Right-of-Way Services through
sgf 4j%*1/,A* �■■*** ►►Q% V �Q \ *,'/ I I •, the City of Raleigh Permit and Development Portal.
GV GATE VALVE VT ((Pp- TEMP TREE PROTECTION FENCE ":; •;� .;�;�x.P..��.��,,��',.:�P��,,;�'„��Q"; ;,��, . / I C • Prior to the start of work,the Client shall schedule a Pre-Construction meeting
with the
EngineeringIns Inspections Coordinator to review then specific components of the approved
HDPE HIGH DENSITY POLYETHYLENE Of TEMP COMBINATION SILT/TREE PROTECTION FENCE `par&,'''. •Q��;I�I�Q*►►►►►►g E gg ONO03�. .� ' I ensure all permitsissued. p ppro
L LENGTH . ► TEMP DIVERSION DITCH 111
��,'1,�/' ��"4 sxo. �,j�I�I**E►►►� ,��* ����♦�') •
pan,andate
VIV,7.4 it. 00-,, ********p yam,►`�30,go. • All TCPED Plans shall comply with all Local,State,and Federal requirements and
LF LINEAR FEET ♦ ♦ DISTURBED UMRS ���� ��./i' *►*E►►►►►• „ �, standards,includingbut not limited to:
` i�Ap` - Tip
Manual on Uniform Traffic Control(MUTCD);
MH MANHOLE j� Q-■tr■�Vi Project Data Sheet A• A• o Public Rights-of-Way Access b l t Guidelines PROWAG;
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STREAM Ii• ■ Y
PAVE PAVEMENT Q Ara*.
'�,0• oAmercan D sab lty Act(ADA)requ rements;
c ---c EXISTING GAS LINE S I o Rale gh Street Design Manual(RSDM)����`/ sPE FINISHED PAD ELEVATION
�/ ecov - EXISTING COMMUNICATIONS LINE n� "''I■�,',� cermnaaaoo�aea vunasna aarrea nav�av,,orcennaa nor an aceneam,"rc•a.andmrwrema�o•inec. • All public sidewalks must be accessible to pedestrians who are usually impaired and/or
PP POWER POLE -cw _ m1;1 flit���� ,� 1
' GENERAL people with mobility concerns.Existing and alternative pedestrian routes during
EXISTING UNDERGROUND TELEPHONE - `]- -■ INFORMATION
eau construction shall be required to be compliant with the Public Rights of Way
PVC POLYVINYL CHLORIDE c ---[ - �o Nei 'v ■,....�_. A \ mw°•„rv•n,°:,,.M•..,.�......,a•�,..,..°mw.IN a :e.:�..,�•i"a.i.va"a
--- EXISTING UNDERGROUND ELECTRIC //�� ,I F,99 / oopeoa�•le0000.o.v,.,o... Accessibility Guidelines(PROWAG),the ADA Standards for Accessible Design and the
R RADIUS \ ,�`���"`' /- S rove is an or Subdivision oasa.sP-,e.moveasA-sP-,bvore Manual on Uniform Traffic Control Devices(MUTCD).
/ OWE__=ORE- EXISTING OVERHEAD ELECTRIC 0 n rli:'"";. 9� / ...rally Prepay...Mon, Too Winter. • permits must be available and visible on site during the operation.
�/ O "*Uarc737057 for parcel these eniaanPIN.:apply: • All
R W RIGHT-OF-WAY vier 173.7555705 PIN*:vnanczz din a aw
EXISTING WATER LINE '
RED REDUCER n" n" „ ; F� 0 npaaream 0 Bade 0 cronc....re 0 aoa
--- --- EXISTING SANITARY SEWER FORCE MAIN 'DO n av o n Mxva r•aimnoai n rvoare •midi ova J I e� I�Qen�aa�o building
RCP REINFORCED CONCRETE PIPE 'O .`%..] •e• 0 once LJ' imionsinrnm°n 0 xeMaauai condo ❑Rare L
---ss---ss- EXISTING SANITARY SEWER ,,.'���,,,, . O,I '„� r''''Npev©.s°nwion ❑..P0,rnmenl e ❑r3eciaen`aiN ,ee "n'-A" SITE DATA
RPZ REDUCED PRESSURE ZONE EXISTING STORM DRAINAGE � ` rW,,,n Q scOVe"e:a,.a,mmm"nny "er��,,.,:"m yr ©rnn
I,, _-I ; 1$�` . / P raanry ��mm PROJECT NAME: NORTH RALEIGH CHRISTIAN ACADEktt
SS SANITARY SEWER , \� ///✓/ m
NEW STORM DRAINAGE �,,,,`"l,, II��� ,` a erceineanasmme eren:tsiiauononed s cer'VecT el'eronnd n
.,w , I�#16 ax rrnnr or Tsoo vPr,v o-eaN ga.Tato Perry tree ga.sae"sea rnr PIN(MAIN PARCEL): 1737-55-5705 Tn STA STATION NEW WATER LINE ,• '.,\' '.,, I.. �,I,,�,, . • �� I ' spoil/stockpile area Holy. }
TDD TEMPORARY DIVERSION DITCH ) ) 1,,,"/.', ' •�. .����\ G Q,OP� ®„ , �O APARTMENTS, xo cr N/A MAIN PARCEL ADDRESS: 7300 PERRY CREEK RD
NEW SANITARY SEWER
RALEIGH NC 27616-6440 re
TELE TELEPHONE ;"„illin �.�..,,,�%♦ P ® `:j1 'ff.., a. xnreaar aaevnaa. Z
to to NEW SANITARY SEWER FORCE MAIN ��.J \ T� -
TSB TEMPORARY SEDIMENT BASIN 0 0 TS •♦1 ,' \50 ® ,■I1•/�'�1 -v PIN(SECONDARY PARCEL): 1737-45-7622 i
NEW GAS MAIN 411111111111 , V �,` - , number or Congregate cared _
,,_�.�: , O ■ number oldva mennna arore la above):
(ins. SECONDARY PARCEL ADDRESS: 7310 PERRY CREEK RD J
UG UNDERGROUND w
• • HANDICAPPED ACCESSIBLE ROUTE at. xxV.:,"WI•N `�A
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a.aeaurb total
cer•�a•°:�reexPe°°'°"a'° sex aex v,mv,a: RALEIGH,NC 27616-6440 ix
WCR WHEELCHAIR RAMP I�� �� DEVELOPMENT SITE Dora ra I iaevIvpm•nml a
W/L WATER LINE 1/ 1111111 '� nv BuildingInformation�.., '/� ,' ��1\�Q=® ZONING: RESIDENTIAL-4(R-4)
G����‘t�II 1.: praE, IldWM WATER METER ♦,� .,I , Inao doavroaeo°roam a G1 nWJ 'N/AUSE: 2
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t��..- ,, 911� o EXISTING: SCHOOL
Vi YARD INLET =;' '., ,, . �,� .`� rorc.m(} egoNOTE:ALL CONSTRUCTION ACTIVITY MUST BE �� � �� � �iI�11 ■ItIIt1-��+IIIIIII °�a e r ^x P P�'��"" I BUILr-UPON AREA: 2
�� ��� � � � nu►��llInnu Mpaamx:xapniraa Ala xre.iaaa: mod I M,Iu,,ain"Ia mA EXISTING: 15% cs
IN ACCORDANCE WITH THE ACCEPTED �40k ���� �t • � II I I I 11111 Off
caeafAaorvp^nenass)cae='„,A"la roe(floor armerh) "p PROPOSED: 24% }
POLICIES OF THE CITY OF RALEIGH AND NCDOT =irI ,�, , 1■���O i ■ ;1 �"`BoatlofAtljuanenp@""a.wA Inside w.cn •e.LL,og
►�. , 1♦� � ► oGOl�ndlenaioe oiao-�dJ aaa.:-nuA deom Lints?Yoe xo❑ ram�5nnr.rn.
111�1/4, ��,1111/ ��1■:� �/ =�-rim° I�un
,,, till* + WATERSHED: REUSE RIVER a
�/I/'� I - F „ ////�///0////'•` ►III PROPOSED IMPERVIOUS AREA: 108,800 SF (2.5 AC) J
/V y 4rI `4�i�11•,1,``1 �//, 1
Tim _ T /\ ill► �����, '4.
STORMWATER INFORMATION i
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05.236
CONSTRUCTION NOTES em -© y °Iw IRMAMa Panel"ve©17o 0
rvmarewrn•a•,®.sv,M.sxe acessv""en LL
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPAUTY STANDARDS, 9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE,AND AS SHOWN ON THESE PLANS.THE 17. RETAINING WALLS EXCEEDING 30 INCHES IN HOGHT SHALL INCLUDE FALL PROTECTION IN THE FORM .tAON MUST pr, D
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. +UgfLITY '•Wa 1-
LATEST EDTTONS OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION(NCDOT)ROAD AND CONTRACTOR SHALL USE SILT FENCES(OR OTHER METHODS APPROVED BY THE ENGINEER AND ti
BRIDGE SPECIFICATIONS,THE ROAD AND BRIDGE STANDARDS.THE NORTH CAROUNA EROSION AND APPUCABLE MUNICIPALITY)AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING 18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILTY OF THE ` p_ TC V
SEDIMENT CONTROL HANDBOOK.THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS. ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WRH ALL APPLICABLE FEDERAL.STATE.OR CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN 6 I� '•O f
THE FINAL GEOTECHNICAL REPORT,AND GENERAL DESIGN STANDARDS.IN THE EVENT OF CONFUCT LOCAL EROSION,CONSERVATION,AND SILTATION ORDINANCES.CONTRACTOR SHALL REMOVE ALL WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST W
BETWEEN ANY OF THESE STANDARDS.SPECIFICATIONS.OR PLANS.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 ab. 1, ENGINEER
GOVERN. THE ESTABUSHMENT 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 DONATION 19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF ly) a``�HnOARp"a., y
CONSTRUCTION. ALL ALL 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 q�,,,✓'"`"b,/41-t•
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! r\,d�F,S3/ A 9'� Y
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 AND CONTACT ONE-CALL CENTER - 'Qe � - S
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE,BACKFlLL AROUND DRAINAGE REPAIR AT THE CONTRACTOR'S EXPENSE. B N K
_ SEAL 4 E W
PRIVATE UTILITIES WHICH UE IN OR ADJACENT TO THE CONSTRUCTION SITE.AT LEAST 48 HOURS 1T ONE-CALL
49 C
STRUCTURES,OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL _ 12550 - 0
PRIOR TO ANY DEMOLITION,GRADING,OR CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL NOTIFY SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR 20.THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS ,F' .1
THE NORTH CAROUNA ONE-CALL UTILITIES LOCATION SERVICE(ULOCO)AT 1-800-632-4949 FOR TEST AS SET OUT IN ASTM STANDARD D698.STONE BACKFILL SHALL BE COMPACTED TO 95% AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE .'F,t,C1 NEE-''ate-,`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. BASS ?' J` cf
4. THE CONTRACTOR SHALL SAVAGE AND PROTECT ALL EXISTING POWER POLES,SIGNS,MANHOLES, SUBMIT THE ERESULTTSSCOF THE ROCTORTOR SHALL. RTEST TOGETHER WITH A TO ANY OPERATIONS NCCEERTIFlCATONLVING NTHATTHE
SOIL N�D TOBANDENSITY OFKMENTS RNO LESS THAN 95%PONDS SHALL BE POF THE STANDARD LACED IN 6 INCH LPPROCT R MAXIMUM DENSITY AT AE LAYERS AND SHALL BE MMOISTURE PACTED NIXON KENNEDY y0"H, g�.`�,�� $
TELEPHONE RISERS,WATER VALVES.ETC.DURING ALL CONSTRUCTION PHASES.THE CONTRACTOR IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.TESTS SHALL BE CONDUCTED CONTENT OF+OR-TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN QUANTITY SUMMARY CONSULTING ENGINEERS ne//o:a023 I-
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
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING 6310 CHAPEL HILL ROAD SUITE 250
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 E
THE"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,,AND AS FURTHER DIRECTED BY CITY 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 PHASE NUMBER(S) 1 , =
STATE INSPECTORS. ROADWAY PROFILES/SUPERELEVATONS ARE TO BE USED IN CASE OF DISCREPANCY. PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER NUMBER OF LOT(S) •
2 RALEIGH, NORTH CAROLINA 27607
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE IESIS • =
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. LOT NUMBER(S) BY PHASE NA TELEPHONE: [phone]
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALLis
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. NUMBER OF UNITS NA
ANY TO THE ENGINEER,IN WRITING,WHO SHALL HIS DISCOVERY
ADDRESS SUCH INCONSISTENCIES OR 21.REPAIRING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A DAYS PRIOR PROFESSIONAL ENGINEER WITH IM
INCONSISTENCIES,
WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 PRIOR TO BEGINNING CONSTRUCRON VABLE BUILDINGS NA FAX: [phone] _1 INCONSISTENCIES,OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB.MINIMUM LENGTH OF OFFSET JOINTS AT OF RETAINING WALLS,THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO OPEN SPACE? NA BC
RADIUS POINTS IS 1.5 FEET.ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS,TESTING,AND VERIFICATION NECESSARY
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 NUMBER OF OPEN SPACE LOTS NA CERTIFICATION NUMBERS: NCBELS (C-0110) x
CATIDURATIO
N SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DMSION. 15. ALL HANDICAP RAMPING,STRIPING,AND PAVEMENT MARKINGS SHALL CONFORM TO ADA INSPECTION,TESTING AND VERIFIC
ATION FOR THE OF RETAINING WALL CONSTRUCTION. PUBUC WATER(LF) 0 NOBODY(C-0267) I-
I-
REQUIREMENTS AND THE"NORTH CAROLINA STATE BUILDING CODE,VOL 1-C ACCESSIBIUTY 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 PUBUC SEWER(LF) 0
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 2
PUBUC STREET
PROPOSED STORMWATER MANAGEMENT MEASURES(PONDS.WETLANDS,ETC.) OBTAINING PROPER MONITORING,TESTING,AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC (LF) 0 CONTACT: DAVID BLEVINS,PE
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. BUILDING CODE CHAPTER 18,SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, PUBUC SIDEWALK (LF) 0 WHICHEVER IS MORE STRINGENT. EMAIL: Davi,J-'[e-mail] CV
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CR
REVISION 1-06-16-23 PER 1ST CITY SPR REVIEW COMMENTS CR
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