NCC241592_Site Plan or Location Map_20240528

02023 BASS,NIXON h 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 a KENNEDY,INC.
Li
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF RALEIGH STANDARDS AND SPECIFICATIONS z
SYMBOLS AND ABBREVIATIONS SHEET INDEX I- Z
NORTH RIDGE COUNTRY CLUB COVER LLJ0 Y
ABC AGGREGATE BASE COURSE MI EXISTING CURB INLET oU
ALUM ALUMINUM /Y C0.1 EXISTING CONDITIONS&DEMOLITION PLAN 0 zO
❑ EXISTING GRATE INLET/YARD INLET CC
AST2 ALUMINIZED STEEL-TYPE 2 o EXISTING FLARED END SECTION C1.1 SITE PLAN x
EXISTING FIRE HYDRANT FITNESS C E N T E R TIER DETERMINATION NOTE N
B-B BACK TO BACK _
o EXISTING BLOW-OFF ASSEMBLY C1.2 ENLARGED SITE PLAN rn
a.
BOA BLOW-OFF ASSEMBLY w EXISTING GATE VALUE ON MARCH 9,2023,THE ZONING - m
COGCCURB AND GUTTERP EXISTING REDUCER 6602 FALLS O F NEUSE ROAD
ADMINISTRATOR DETERMINED THE 2'1 II,1
CFS CUBIC FEET PERRSECOND ❑ EXISTING WATER METER CART BARN/FITNESS CENTER
CI CURB INLET
QS EXISTING SAN SEWER MANHOLE BUILDING EXPANSION WAS AN C3.1 GRADING AND DRAINAGE PLAN IQ
CC
B EXISTING CLEAN OUT
cL CENTER LINE DANT Camrol.m Pm-tlan Pan(TOPERNmr: ACCESSORY STRUCTURE AND A
ra EXISTING POWER POLE TIER 1 SITE PLAN. C3.2 EROSION CONTROL PLAN-STAGE 1 �
CMP CORRUGATED METAL PIPE „.that( ,„n,..,r.�,•.,,„�mg"aetn„„reaanveun,,h^4 CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
0 EXISTING TELEPHONE PEDESTAL
11.iamemma.ormaepp==16n maaah wmoe-wwsema.PE- C3.3 EROSION CONTROL PLAN-STAGE 2
co CLEAN OUT EXISTING AREA LIGHT •"roa�wmMa•en�•I�p-
EXISTING SIGNsidewalk, replied ramr�anem mrenand TIER 1 SITE PLAN _
coM coMMUNIanoN PRIMARY STREET C4.1 SANITARY SEWER PLAN&PROFILE H
CONC CONCRETE El NEW CURB INLET •PM request wIth a Tam man snaii be...tea t^Ndauswaysem".thwp.
■ NEW GRATE INLET/YARD INLET ,�, n n.na",�appro.
DETERMINATION NOTE0
Dcv DOUBLE CHECK VALVE one 'a° C4.2 EXISTING 54"WATER MAIN PLAN&PROFILE
NEW FLARED END SECTION • I.o.M.,.
au °hOe" �'"° REVIEW SUBMITTAL ON IRIS R,TOR THE ZONING DETERMINED
ODw DOUBLE DETECTOR CHECK VALVE 4L NEW ARE HYDRANT C4.3 STORM PLAN&PROFILE
ED Plans shall rum'°etl`°n�nl�aMeo4 ma man I ADMINISTRATOR DETERMINED THE
01 DROP INLET ... NEW BLOW-OFF ASSEMBLY wwn®aaeey aelreelamw.
0 American anAAalmA,repnnmaaM PRIMARY STREET FOR THE CART C4.4 STORM PLAN&PROFILE
DIP DUCTILE IRON PIPE w NEW GATE VALVE a•All Walk tla se"reete^am1ekwb°^I.nn^r,.,�.an„.,.ilylmPa,aeananr BARN/FITNESS CENTER BUILDING
EASE EASEMENT • NEW REDUCER construction shall be _tea.^ CITY OF RALEIGH PROJECT NO. SPR-0185-2023 IS FALLS OF NEUSE RD. C5.1 DETAILS
o NEW WATER METER required
tote rAkP a R,mate.
ELEC ELECTRIC _ txraes(alOTer,+u
I r NEW TEE .All perms munbe milabie:^avisible on site during the operation OWNER/DEVELOPER: C5.2 DETAILS
IX EXISTING ▪ NEW PLUG BOA-0013-2023 NORTNRI E COUNTRY CLUB
6 FALLSS ONEUSE ROAD
FES FLARED END SECTION • NEW MANHOLE RALEIGH,NC 27616-6e15 L5.00 LANDSCAPE PLAN
•1 FH FIRE HYDRANT • NEW CLEAN OUT - - ® -Tam a-fit 1. . •��� .. ���������j CONTACT:JEFF EARIEY.GENERAL MANAGER
V FM FORCE MAIN T NEW SIGN fF,,.■ ipa.\•',I214.- •... -, ��•. A, �I neivi I' Al B DIN ELEVA ON
PHONE:914e46-966]
Ci Fr �T IRON PIPE Swig
w vi;:.,II,/f�PIat 17 ,,� =:"l74/ .►.,�',� A gi,, ARCHITECT:
JEARLYpNORTHRIDGECC.ORG
�(• �AA1T1� � � ,,, , ' • �\��Y��� 5302 FOUNDATION DETAILS
T BENCHMARK �, .v ., , 1111� `, ', ■ �. . ,,'� .-4 ■� �--- HAMIBERS
FT/SECGALV FEET PER SEC TTTT �,1.' „ I',. �. , '•.� . 1I ,��� CHAMBERS
0 FT/SEC
GALVANIZED • • • TEMP SILT FENCE _• ,., �'Ir •,I11:,,,' ';` ' :•�, �• ,�,.�`�`�' +BOO wA9HINGTON eLVD..BUTTE tit $QQ2 SPECIAL INSPECTION
Oi ,, . ,...• ''` •a =:.�.,, ,.. BALTIMORE,MD tt2b
WGV GATE VALVE -ton-ton- TEMP TREE PROTECTION FENCE ,4 II '' •4,41111111/, , . CONTACT:PRACNEE BIMANI SITE DATA
�. .' ,•�I :\� ' PHONE: 4a}602Sge2
HDPE HIGH DENSITY POLYETHYLENE -ton • TEMP COMBINATION SILT/TREE PROTECTION FENCE \
',,,,, ' , _ ''.,, �',.' I EMAIL PBIHANIpLHAMBR5u5ALOM
L LENGTH _ _ TEMP DIVERSION DITCH = • , ■ • s. PROJECT NAME: NORTH RIDGE COUNTRY CLUB FITNESS CENTER
.,,, �, �. .b�•.. 1%mi` , LANDSCAPE ARCHITECT:
MCAOAM9
LF LINEAR FEET • • DISTURBED LIMITS \ VD,,,,��, A */- ••lit.- 1114 621 HILLSBOROUGH ST.,SUITE Soo PIN: 1717-33-7989
CC •` _. I,44,.....
�•�•I�.,�_ 1, gip I RALEIGH,NC 27603
MH MANHOLE .� '': +,::�;:�.+�� 1......
�.-/, ■►j CONTACT:BRIAR KIBKO REAL ID NUMBER: 0051507
11 PAVE PAVEMENT - '• I PHONE: 919-28]ae2e
EXISTING GAS LINE ' . .. ,. , '� �1 .,.� EMAIL: KISKO®MCADAMSCO.COM "
CL PE FINISHED PAD ELEVATION ---c0u---Ca '=. .,, �.,,,,.......,�/ �',`'. Project Data Sheet
EXISTING COMMUNICATIONS LINE . . / .- '_ �`■■ a PARCEL ADDRESS: 6612 FALLS OF NEUSE ROAD
PP POWER POLE EXISTING UNDERGROUND TELEPHONE ��. ' . „- ►4,,,, 'a e�,,,,rro-.w=.n..�wu�.-o..a.o+..c...m i...d,Nc mor,wc..rsm Ra RALEIGH,NORTH CAROUNA
Q PVC POLYVINYL CHLORIDE --E '�'`,• ��,•,� •�1''',,•+�'• ■`_:' r `�
EXISTING UNDERGROUND ELECTRIC ��,�. ' `�■■-- Twbm Rua row PROPOSED BUILDING ADDRESS: 6602R FALLS OFNO NEUSE
ROAD
R RADIUS Ismarmaaswm••=.9 M .open-amrrswwom-..tea.mam.MMent
M BE OM EXISTING OVERHEAD ELECTRIC I ,.,�•� •: �,�►' ' ,_ :,�.. as aaa.a,aMd Mw.Ma p.mm raM R•mnr Lamp
R/W RIGHT-OF-WAY '- ` • ' • • - NA
ZONING: RESIDENTIAL-4(R-4)
N RED REDUCER - x --w- EXISTING WATER LINE III,,,, , '' •'.". '' ', •
,' �',nIll ern �.•,_ Hare as wy ca a co. or.'Imp-.IAw.m Fm®.rev as uy RESIDENRAL-6(R-6)
EXISTING SANITARY SEWER FORCE MAI iS0,11311 • " ' ,' ,•I• •' RapmyNk asieal mt2 Falls a Nam Rawl .•C 9615 USE:
O m ri ATTENTION CONTRACTORS Q ,� I1. 1/# Na aw rPa as eMwm�r EXISTING: GOLF COURSE
NRCP REINFORCED CONCRETE PIPE ---gS---m- EXISTING SANITARY SEWER I),,; ,..'0 4. ,.' : :V •� ■'I 0660 Ropey Nee..miom(POO trr S6=61 raA nem*Mom nt 0:60 PROPOSED: GOLF COURSE
RPZ REDUCED PRESSURE ZONE EXISTING STORM DRAINAGE The Contractor apponaiblin trse the plans.is r ofwnteT,sewer, e., i1ii11_,, . .� .,`. ' ■ ` l Torn,,,]-sv.�A..n.A ,.le no.Nat O � A 171 ]tee FRONTAGE TYPE: N/A
aadlor reux,as approved in these plans,is responsible for ■ SITE AREA �11 YYY"1w Y Y T- W m.
■A 55 SANITARY SEWER NEW STORM DRAINAGE contacting the Infrastructure Inspections Division and ,`,,,1111� , • �,CO , �+s.M mqo
Y/ schedule a Pre-construction meetinghe Belelo meat -afL . ,I 11,�` . ',".' •11111� II I I(11 n on
�'Ma�"a rl ❑M°r'�d"'e°I
STA STATION - NEW WATER UNE schedPoria Priorre beginning an.ants onion. P "11,1'1" - L = �11 4r\,�• - ❑Rio ❑RMel.nararr❑Ia�•Mmm ❑Reaa PROPOSED BUILDING AREA:
TOD TEMPORARY DIVERSION DITCH -'. a� NEW SANITARY SEWER Raleigh Meter must be con Meted at(919)9.4540 at leas( g„11•. - .. ` '4 11= =,.=,,..►� Illlllll- l \;, P0I°tl ❑secol ❑mrwpremr ❑ ❑p°�""mom TOTAL 24,255 SF
T Henn-ronrhours prior m peginningan.work amvar �., i1T �� ��� i ❑T-Nam❑err-pM.-mrrw-rr.men> 21 00.0
TELE TELEPHONE Tar in. NEW SANITARY SEWER FORCE MAN around critical water a0tl sewer infrastructure. d.�' • . A������'� Mavn. 9asaaaaarre BUILDING HEIGHT: 39-8
O TSB TEMPORARY SEDIMENT BASIN A 0- NEW GAS MAIN Failure to notif,C'in Departments in sMsine of beginning e.•c'• 0 ''•'';'`,'''•'•••p0, .10� '/�1111• MA0CM Bann.Sion.R.4OIBM96oWOw4 new 2Stry F%C.rr/Can Bdp
w111 Peso((in the issuance of monetary tines, '• .f ' '�,`.•••�� �• • e I BUILDING LOT COVERAGE: (14,205 SF)/86,142 SF=0.165
IC UG UNDERGROUND HANDICAPPED ACCESSIBLE ROUTE construction. `,� ,-' ie ' '.. t� '
..d require reimml. n of any water or sewer facilities rim ��II O�N m• � t��� � O/li iV•i�i�uii���,� /�����I I' �•e.,AIe,OP..�•LY
^ WCR WHEELCHAIR RAMP inspected as a result of this notification failure. - ,' /,- N '' /` icww-Mickm mm.� IMPERVIOUS AREA
�Y�/.L W/L WATER UNE Failure to call for Inspection,install a door intrea m plug. :i-It`��.,,j/ wr ,�' ,"„I]„I]I],I1;1�,1.11�IA. T.nmwa M Caypwun D..WWaM. EXISTING IMPERVIOUS AREA: 927,710 SF/21.30 AC(6.17%)
�f) WM WATER METER have permitted pIms on the Minn.ter ant other sloNtlon of all Ow _� 9 - .,, `.,j ��gggg� �� PROPOSED IMPERVIOUS AREA: 930,400 SF/21.36 AC(6.19R)
(Try of Raleigh Standards will res.in a nee and possible "OP _ A Q 1♦ .�: `_w•IQ . l pnuaal^am.M.raq u^„Haan lJaa.10
► p��■■I >w. 4ew..m.: BUILDING SETBACKS(CIVIC BLDG R-4):
n YARD INLET The Ci f Relei R to the connection to its Public Sewer S stem end extension etrlun.from future work in the CID,of Raleigh. aI� , :�� �� .,��-/.-I.O�` I e Overall^^City a Raleigh consents y . 1 j III . an amoamw. FROM: 20'
DrmepACBIR OW<r<Du<<NDnsystem 2B shown UC LARplan.The material and<DnswQNQ W �� �. .►'1D�i�D'p�O _ nMB.s MKTTTRE •I.DATA TAM■MPW.arar..MBo MI SIDES: 10
methods used for this eel shell conform to the standards and specifications of the Cit I �r� la����� ���� ��h\
V �� �ip����i�pr: V���11�1\I �� aI,mM„" an REAR: 30
Prof Peci YS Private "Q .♦ A��■\�••♦ \•I�..* I\ �=�_' Building mama
Public Utilities Handbook. __���/// Q' ��A r�► I \ �� .a.ra-A o<e„nae„+d an,^.c.^»„c.n e. _ ( )
s , .0 m BUILDING SETBACKS CHIC BLDG R-6
City of Raleigh Public UMW.Department PermitW Sewer Collection/Extension System ♦p/► ♦ +r_ 1„ , Q w,.m+rro• _ FRONT: 10'
THEE of consents Ina connection le public Sewer GJ �, •,►,♦ \„ / ��QCI\�� . �__ ys °"' e.1.
City ee9n wnsen \�I��� �) I SIDES: 20.
Themm and a ems co nsent pm•am aewm tdntoils ayamm as e ke 6Q 4 R ♦ n I� our _ � --.
Q` ► ® I11�T 266l.aa0 wwarM.rM ae� REAR: 20•
srpwn on N s plan Tne Raeeta and conserudrons meltads used for 0 \,�C�. ® • N e Rant p.n.MAN.WA P-ar'.WA I.gegarnW 1
ns project shag conform to Re sandards and specificatons of the I �( . �� ®® (A WA(caralOr MArr-ar..j�r. pmar n-J a+w PARKING SETBACKS(CHIC BLDG R-4):
C tys PudcLX dies Handbook .t` l , I ECM Ma MAR-rm•ar 6,0013.am BMA..ammy..Ip. FROM PRIMARY STREET(MIN): 20'
•
City of Ralagn a `0''�� .t� ~- If,a a , cw(cwm.lA E MI PI- .rd.cqulwi rr®Me0 FROM SIDES STREET(MIN.): 10'
NOTE:ALL CONSTRUCTION ACTIVITY MUST BE Public Ul Mig DeperMeni Patmdp s-54.74O Q . e'e �li'r. •",•�
IN ACCORDANCE WITH THE ACCEPTED P I /5Q �/� ^� !O4,-e 1,q °- _; -r 1�Q A JI I FROM SIDE/REAR LOT UNE(MIN.): 10 Z
POLICIES OF THE CITY OF RALEIGH AND NCDOT AWwr¢abon to Construct See dotal sgneNe PARKING SETBACKS(CHIC BLDG R-6): J
FROM PRIMARY STREET(MIN): 10' a
CONSTRUCTION NOTES Pr-pmpe D.maa®M. '°m'"" r❑-la FROM SIDES STREET USE: 0' W
Samba Vermsaa.a 21 e'er^ ams,.••WI FROM SIDE/REAR LOT UNE(MIN.): 6• H
MOM M.larlAw. NA
FMN TSIA NM "121- ,IS.. rP.�r PARKING REQUIRED(NEW PARCEL):
GOLF COURSE(1 SPACE/6 HOLES-4 MIN.) 4 SPACES
I. ALL CONAIRUCIION SMALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS. 9. ALL AREAS SHALL BE GRADED FOR POSTINE DRAINAGE.AND AS SHOWN ON THESE PLANS.THE 17.RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM l�tAdA MAST p,, R.S UD,"°•°n°°_Irma rras.ww CHIC BLDG(1 SPACE/5,000 SF GROSS FLOOR AREA)%25,900 SF 5 SPACES W
SPECIFICATIONS.ADO DETAILS.WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS,THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE WRING ALL POSES OF CONSTRUCTION.THE OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL S'e* u5IL ITT p„1 TOTAL 9 SPACES -
LATEST 131110.OF THE NORM CAROLINA DEPARTMENT OF TRANSPORTATION(NCOOT)ROAD AND CONTRACTOR SHALL USE SILT FENCES(OR OTHER MLIT.rva APPROVED BY THE ENGINEER AND 4J �n
BRIDGE SPECIFICATIONS•TIE 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 ALL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE Co� rFgs o JrmA PARKING PROVIDED(NEW PARCEL): 18 SPACES
SEDIMENT CONTROL IWOWAOU.THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL REGULATIONS. ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE.OR CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN /��'-
CE
THE ANAL GEOTECHNICAL REPORT.AND GENERAL DESIGN STANDARDS.IN THE EVENT OF CONVICT LOCAL EROSION,CONSERVATION,AND SILTATION ORDINANCES CONTRACTOR SHALL REMOVE ALL WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST I $ (INCLUDING 1 VAN ACCESSIBLE SPACE) W
BETWEEN ANY OF THESE STANDARDS,SPECIFICATIONS.OR PUNS.THE MOST STRINGENT SHALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACIUTES AND AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL ENGINEER: I-
GOVERN. THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. PLACEMENT. I•YN/A LU
Z
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING AIL PHASES OF 10.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE,COMPACT,AND MOISTURE CONDITION 19.AIL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF , , `,N DAR0'A,,r AMENITYOPEN SPACEACE N/A U
CONSTRUCTION. ALL ALL PER THE PROJECT GEOTECHNICAL EGINER%SPECIFICATIONS.THE FILL MATERIAL TO BE THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE,THE QR •• //y Al)
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 DIGIB 14 K rV r E�/Qf'C 9 is PROPOSED UTIUTIES SUMMARY: EN
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.THE CONTRACTOR PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPUANCE IS SUBJECT TO REMOVAL AND ' 7'. 4 W
CONTACT ONE-CALL CENTER ?I PUBLIC WATER UNE: NONE
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR 11.MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE,BACKFIRI AROUND DRAINAGE REPAIR AT THE CONTRACTOR'S EXPENSE. $ESL Z
PRIVATE ARC D WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE.AT LEAST 48 HOURS 1-800-632-4949 ? r. ? PUBLIC SEWER UNE: NONE
PRIOR L LM DEMOLITION,GRADING, CONSTRUCTION CONSTRUCTION
THE CONTRACTOR SHALL NOTIFY STRUCTURE%OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL 12550 1 H
SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR 20.THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS WATERTRECLAIMED WATER LINES NONE LT.
THE NORTH CAROUNA ONE-CALL UTILITIES LOCATION SERMCE(ULOCO)AT 1-800-632-4949 FOR TEST AS SET OUT IN ASTM STANDARD D698.STONE BACKFILL SHALL BE COMPACTED TO 95% AND ALL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE n`eNCINEE�yI>$ WATER TAPS: 1 m
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SB. MAXIMUM. THE CONTRACTOENSITY AS R SHALL,PRIOR TO ANMINED BY THE Y D PROCTOR TEST AS OPERATIONSINVOLVSETING FILLING OR BACKFlWNG OUT IN ASTM .STANDARD EMOTECHNICAL BANKMENTS FOR ENGINEER'S RECOMMENDATIONS
SEHALL BE PLACED NR THESE 6 INCH LOOSE LAYERS AND SHAL WHICHEVER IS L STRINGENT.BECOMPACTED '3�/'j•"''El."^"(.J SEWER TAPS(IX MANHOLE): 1 D
QUANTITY SUMMARY BASS I NIXONNIxON)KENNEDY ti•o N 0
A. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL E STING POWER POLES,SIGNS,MANHOLES, SUBMIT THE RESULTS OF THE PROCTOR TEST USEDTOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED TO A DENSITY OF NO LESS THAN 95%OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE parr1t BAN"`
TELEPHONE RISERS,WATER VALVES,ETC.DURING ALL CONSTRUCTION PHASES.THE CONTRACTOR IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. IS SHALL BE CONDUCTED CONTENT OF+OR-TWO PERCENTAGE POINTS OF THE o smum MOISTURE CONTENT IN CONSULTING ENGINEERS O4Id3/�bS3 APPROXIMATE SEWER FLOW:FITNESS CENTER(50 GALLONS/1 W SF): 4,890 GPD U
SHALL REPAIR,AT HIS OWN EXPENSE,ANY EXISTING LMLmES DAMAGED DURING CONSTRUCTION. BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET PHASE NUMBER(S) 1 BE
ROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING WATERSHED: NEUSE RIVER BE
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, DATA THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE NUMBER OF LOT(S) 1 6310 CHAPEL HILL ROAD,SUITE 250 ~
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 LOT NUMBER(S)BY PHASE NA =
STATE INSPECTORS. ROADWAY PROFILES/SUPRELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY. UPART PON OF
THEQUESMUNICIIPP THECONTRACTOR ANT R OWNER AND SHALL
HAVE DOCUMEMATIW AVAILABLE
OOTHEBE THE NGGII R STSNUMBER OF UNITS 1 RALEIGH, NORTH CAROLINA 27607 0
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDOONS OR 13.THE CONTRACTOR SHALL REVIEW,VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS, AVAILABLE UPON REQUEST. CITY OF RALEIGH 0
ANY INCONSISTENCIES OR Amelcumts IN DRAWINGS OR SPECIFICATIONS SMALL BE IMMEDIATELYLIVABLE BUILDINGS NA TELEPHONE: [phone] INCLUDING THE HORIZONTAL AND EWER VERTIGO_LOCATION RT CURB INLETS AND GRAZE INLETS AND ALL PLANS AUTHORIZED FOR CONSTRUCTION W
REPORTED. THE ENGINEER,IN WCONTR WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR ImLITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. 21.RETAINING WALLS SHOWN HERAN SHALL BE DESIGNED BY A S PRIORBEGINNING
PROFESSIONAL ENGINEER WITH OPEN SPACE? X FAX: [phone] c
AMBIGUITIES.WORK GONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH OISCRRANCIES, EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CWGINEER ON NUMBER OF OPEN SPACE LOTS 0
INCONSISTENCIES,OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 14.ALL RADIUS CURB
JOINTS
IS SHALL FEET.ALL THROUGHJOINTS THE
BE SEALED WITH LENGTH
SEALANT.OFFSET JOINTS AT OF RETAINING
AND COORDINATE CONTRACTORSHALL CONTACT INSPECTIONS,THE
OWNER'S
TECHNI VERIFICATION NECESSARY PUBLIC WATER(LF) O TO Plans for the proposed use have been reviewed tor general Cotnpllance r1 110nn,llile
7. A PRE-CONSTRUCTION CONFERENCE SMALL BE HELD PRIOR TO THE START OF CONSIRUCIION.THE DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER 51BAL PROVIDE CONTINUOUS CERTIFICATION NUMBERS: codes.This limited review,and authorization for construction i6 not to be slden.1 hI
PUBLIC SEWER(LF) represent total compliance with all legal requirements for development a d nstrucool,CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DMSION. 15.ALL REQUIREMENTS
AND THE
STRIPING,AND PAVEMENT BUILDING
MARKINGS SHALL CONFORM TO AW INSPECTION,TESTING AND VERIFICATION FOR THE DURATION R RETAINING WALL INSPECTIONS.
TES 0
BOUIREMENTB AND THE'NORTH CAROUNA STATE BUILDING CODE,VOL 1-C ACCESSIBILITY CODE. PROPER SC CATION S,EXECUTION,AND RECORD KEEPING FOR ALL REWIRED INSPECTIONS.TESTING. PUBLIC STREET(LF) 0 N C B ELS (C-0110) The property owner,design consultants.and contractors are each respo s e far
B. CONTRACTOR G IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS PAID APPROVALS PRIOR TO AND VERIFICATION SHALL B THE RE TO THEBOWN OF THE ASS.NIXONR. SUCH Y INC. SHALL BE PUBLIC SIDEWALK(LF) with all applicable City.State and Federal laws.This spec101 hOrizatlon
COMMENCING CONSTRUCTION. 18. ROPR SHALL PROVIDE FENCINGAGEN OTHER SAFETY WES NECESSARY IN TAI AROUND RETAINED G. STALL VERIFICATION
IO LONER AND BASS.EIX Al KENNEDY.INC. ALL 0 compliance Lis ne WI y.
PROPOSED SHALL
BE THE ESPONSIBNT MEASURESFT (PONDS,WN WETLANDS,ETC.) OBTAINING PROPER BUIDINGNC,TESTING.AND ,SECTION SHALL CONFORMTHWA TO THE MOSTN RECANT VERSION O THE NC NC BO LA(C-0267) Feder is not a All con nor shall it NT be in
to Roo with violation/A Cil Slate or
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. I CODE CHAPTER 1G SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, Federal Law.All construction must be in accordance with all Local.Slats:o, Federal
WHICHEVER IS MORE STRINGENT.
CONTACT: DAVID BLEVINS,PE Rules and Regulations.
EMAIL: [e-mail] Electronic n::• . - N -,l is valid
only Up:, I A 'maina
el 0
Gordan - - c approval may not be
edited once issued.Any modrfioabon to this approval once issued will Invalidate this
approval.
City of Raleigh Development Approval v,o Tom JE0000-Hwefyg
CRy of Raleigh Review Officer