20091096 Ver 1_Site Plan_20091015

- r _ ~ r NOTES:
1. THIS PROPERTY IS SUBJECT 70 ANY AND ALL EASEMENTS, RIGHT-OF-WAYS AND AGREEMENTS OF RECORD PRIOR TO THE DATE OF THIS PLAT.
~ THIS SURVEYOR DID NOT PERFORM A TITLE SEARCH ON THESE PROPERTIES
~ ~ ~r 11 WAY ~ o~ ~ nir,°, 2. ALL PROPERTY LINES AND CORNERS ESTABLISHED US{NG EXISTING CORNERS FOUND, EXISTING BOUNDARY EVIDENCE, AND DEEDS ASS C ~ A T E S
LEGEND ~ ~ ~ ~ AND PLATS OF RECORD IN MOORE COUNTY REGISTRY.
I ~ 2'o6"E N84'2 3;p, 3. ALL DISTANCES ARE HORIZONTAL GROUND. p E i 10 N¦ B U I L D D I YI i 10 N. INC.
~ ~ aa:c~°e o ° o : e°m :°:xa~:°> o I 4. ALL AREAS BY COORDINATE COMPUTATION.
~ EIR EXISTING IRON ROD ~ ° ° ° ° ° ° ° ° ° ° ° t ~ ~o : :m 5. TWiS SURVEY IS LOCATED IN SUCH PORTION OF THE COUNTY OR MUNICIPALITY THAT IS REGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND ~ M~n _i s~~
® EIP EXISTING IRON PIPE ti°o;:tl:o<m ~m°>;r.°o.°>:°e°°°°°'e°:°:°: e°:°:°<o°:°:°°°: a: t 4°°° N
IRON STAKE 1 ~ b,° ^a6~;^,~: ° ° e ° ° M TI OTHY SAMUEL COPPER r` ® EIS EXISTING t ti~oo °°'o° a°"®°.o°°n °°.o ~ LkK:28504 LOT 89 PH II COPPER r',. 6, DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS AND PLATS OF RECORD i7i~lfr 39 PH II ~J ` AND NOT AN ACTUAL FIELD SURVEY, t1~~„ S.C¦
o M EXISTING CONCRETE MONUMENT t >n ° ° ° gEED 800K 903 PG. 235 EC ~ may,; PG. 235 I 7. PROPERTY IS ZONED R-20 ~
a B5M EXISTING BROWNSTONE MONUMENT r t • ~ F~"!~ ~'•"e°~°> ~4>°~`y°`~°y"~"°,• o° ° °e°a°; n u: O 4°° °:°~FE~a°6 NER NOT SEf ~ 't' ~ t"°:.
o COMPUTED PROPERTY COR ( } ~ ~ rnI~ 1, 1 ~ r c°~ ° e°° t WATER SPIGOT ~ C 1 t.°:~:°o :°::°:°e <°:`a°:°o o ° t „ - e
~'0,> POWERPOLE c, -
~ AREA LIGHT ~ t ~ 1°:a ALLI~1131t111~aiWMNMDIIB>~I~IQNIi
° P"°°..°°°°°>°e s~ FH FIRE HYDRANT ~ t°:::::::::°::°e:°:°:°:°>:°: t ~ 1tEiNrl® 11EP1~ltllQaA(A~CN11N
I °e°e°° ~ t WATER METER ~ ~ ~ ~ p . Ilf~'ill~r'I{~DIY~~IIM~E01~1N~'~II~IiR~CUCllk1
tt , ~ :°:°:•e a:°°°o'e» » cv FE NAND PARENT & EVELY~ ' ® TELEPHONE PEDESTAL I \ ~ I,e,a ° ° ° ° ° ° ° ° . ° ° ° ° O RK:285D3 LOT 88 PH II aLli~ NC NW's #73 SR ptCN~11D1a~1~I~fML~'1tEl[NIOIEORP1IItfGF'A~
° ° ° ti ° ° • ' ° ° ° ° O D ED BOOK 2975 PG. 194 SIGN f ~ , to t ' 194
~ ~ t 0 R MANHOLE ~ ~ ° ° ° ° SANITARY SEWS ~ G~ N~IBCI'Wll,~~f10LEAN.AClla1, a
~ ~ CHPfST COI~:1iv1UN1TY CHI;~RCH ~ ° ° ~ JO~~ IaO 592 O ° ° ~ WATER VALVE se°; ~S~
(UPJOER ~OidSTPUC?lOid? N ~ d°°°° ® SEWER CLEANOUT ~ ° ~ e~^' >°4on° \ S , r
a POWER HOOKUP ~ ' w o t ~ R 1~p6 SITE
l r `0 ~ ~a ~°n"°°~°~ ~ e: BOUNDARY LINE ~c'~ d ° ° ° ° ° °
- - O I r, s % Asa' Dp \ SURVEY TIELINE o
- - ROAD RIGHT-OF WAY ~ , ~ / ~•f~ •8p ~ ~ Ck & , S; "PINEHURST" ~ ; ,f~, , '.s N~ Nw~ b A S S O C I A T E S
° m Nr (YYTYYYYY`(1 EDGE OF WOODS v / I ° ° . ° . ° ° ° ° ° ° ° ° . ° oK is ~s ~UUf ~
- UNDERGROUND POWER 6, ~ ~fG $ ~ ~ toy, #2~1 ° BNaINBBRINQ~•PLANNINf3•FINANCB
\ 15'19 I<: SANITARY SEWER CENTERLINE '°°°°®°°<°°°°°<°°°°°°°°° ~ ~ ~ 2~~~r ~ G ~ 6 REGIONAL ARNP., SUITE D PINEHURST, NC 28374 FH. [phone]
I ~ 6 r•: STORM SEWER CENTERLINE ~ ' / ~ l ~ ~ & ~ C. LUPINt , FlRM LICENSE NO. 0459
- SPLIT RAIL FENCE ~ s ' 1''ass""~°°°~".:oa:„:::::::::::~°^~49 ~ ~CRK;28502THCEENG. o ~ X X ~ ~ ~ , ~ E LOT 85 PH \ ~ ~ ^ ~ j r ' 1':0 0 ~ ° o° ° BOOK 9197 P ? 2~ N a o ~ o^~~ ~ a~ PHASr ~ 5~~~ Z ~"V N ~N ~J~~w~YO ~A,, 4~,~, ~ ~ ~Tti~~? pq ~C+
o o° °°@~ t t _ ° °°a:° - - 1 FOOT CONTOURS (MINOR) ' \ _ = ° :ee• ma° ~ ~ ov~~? ^~~®oo~- ~ ~ ~r~;p`~S 43~`TV~ OWliel
- 5 FOOT CONTOURS (MAJOR} '\1`; °a;HP~y,~, c=.
APPROXIMATE FLOODPLAIN BOUNDARY ! ~ I/ ' .-:i ~ ` ,p s° >za~ \ °Q J®R~,. VICINITY MAP ~~MY \ ~2 ~ ~~,~ti~y ~ Q~~~ NTS FIRST HEALTH OF THE CAROL{HAS
(SEE NOTE) „ r" ~~`M°p ° ~~Nm, ~ 0°°~ ~ ~eo~ ~e°~ ~°Q~~° r~,, First Health osplce and
.•.I WET LAND AREA ~ ,.5~ t , / q.: ~ ° .y \ ^w e°e °°:°:°e«:°: 4°v <•; ° k . - ~ • ~ L_ 61 1~ ;abed ,Ta»,° SS <a~~l o a I.OT 81 ~ 1 ~°Q° 4 ~G~ Pailiatlva ~ y0 ~
~ 15• ,ii'i` ; e % \ t ~ a .°:nai :a:~:°ae:a;~ e ° ° ° ° ° ° 9 ~ sr a , >°n~z~<~~o SS ~~~°@LOi ao ~ ~ Q~^~~~~ , \ ~ Pinehurst, NG
'"m. ~ die as o°e o°0 0 :BO.°°°o a o °:°,Q°"°°> ° a ~ ~~y"~.
d °6e° 6 e°yp°ao- °°Sy ° ° e, ~ ~ ° ° ° ° . o°°~° =,m«®e,~ 2 SS ao °~°Gf ;9~ ~~0 1 ~o~e~~eQ ~ s Ys~
t3 m"o ~~~m o \ MOORE COUNTY LRK; "o / a ,•>;e o ~ rojecf name
p k a ti o ~ M 1916$, 19169, AND 19170
q~~~e±~ q~ ~ 0a`~°~ , New H~ ice House °°i°1!;d'~,i=~Y«ae J ~~iy~p° f ~5~06Q~~9 p
T! N Nl T z ° CTURE ! SPEC 0 p°d°: lNFaASTRU t e:~~~~~:a: ` .t . .~'(p6+ ~ Q ° ~ ~ pP ° ° ° o° ° °e i o e e°° a e°io ° a°° a<e °°»°a°° ° ° ° . ° ° 9° a°°°0 ° Qo ~ tie ~aoame VT ~ Plnehurs~, G t ° ° ~ , ~ , .
~ r » . \ ~ \ v?~'`__ °°a < ::°:°o : ° o veem~a ~ a o:a: a°:°o- :e:°°•<°eg°n° e e° _ ° ° ,
IG T 48 HOURS OF NOTICE WHEN °j . d s ~ ° < ; \ ~ - , `:9a as '~°<e °}e as THIS IS TO ADVISE YOU THE THE NLLAGE OF PINEHURST IS NOW REQUIRING A MINIMUM OF FORTY-E H ( ) °6°°° tl ~ «e ;:°oa«oa<~,«°.««°m°a^~°e~«°;°;°;«> «o e° m.°:°«°:^a°°«°> ° a°>°o .;;;;:p °b°a a^e°,° t o 5 NCDMSR eCf nG!»ber
REQUESTING AN ENGINEERING INSPECTION. IN5PECTION REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPAPTMENT AT ~ ,r ~ ~ - ~ ° 1 l ~ ° ° ° ° ° ° • i ~ : o+.°.: a•o a °e _ ~ \ v° ° ° . v, a - '1 ~ ° ° is ° o °°>°a ° < ° .9 % , ' - °e°«~.°e ~ a ° 4 - - ~°°9p~u«.~. ~anp~mne«««aem® ~~QO~K ~ e ~ 2 gym,.°..°°,°°°°°°,«°°°".°°.°°°.~ +.L V ~
. 295-1900. fTEMS REQUIRING AN. ENGINEERING (NSPECTION INCLUDE, BUT ARE NOT UMlTEO T0: ~ ° a• ~ ~ ~ d - 1 - - w ~ , ° P o°°« ° ,
< ° ° . LKS FIRELANES ETC, DE 51TY TESTS FROM AN APPROVED GEQTECHNICAL r 'v, , `°ee;.e, m~;` - ~ - \ o.~~,"" - f,' _ 1. SUBGRADE INSPECTION/PROOF ROLLING(STREETS, SIDEWA ) N ' >e t ~ ~ ~ - - - . ~~,\em0 ` ° m~~~ i««o ° ~ ~~®o'` ~ ecf number
ENGINEERING FIRM MAY BE REQUIRED. ~ ` ~ r ` ' ~ " ° - .
/ °o! °a°bP~«°~'eda° tROK87' KU~A & JAN _ _ +L';g ° n mi 4 e oaa ~a ~ BOOK 2974 PH Il
2. PLACEMENT AND IN5PECT10N OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING. DENSITY TESTS FROM A VILLAGE APPROVED t? ~ i` I ` ~ r - _ d e°n° ova.®.....r~re°°° a°°»s , n . m . \ M - \ ' _ _ , ~ ° ~ ° seals/signature G ~ ~"d° «;a~~"~ a~.os ~ 355
GEOTECHNICAL ENGINEERING FIRM MAY BE REQUIRED/ACCEPTED BY THE VILLAGE. J~\ ; ~~<°o ° e°;°:;om~~~~~:°a°pp; a° e° i;,; °v y~ ; 1 1-,` , l;u
FA COURSES. INCLUDES `~F ~ ~ 3. PLACEMENT AND COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SUR CE °°,i ~ p ~ ~ , ~ ~ ~ ~~1N1lINl~~
~ , iti : 1 / i r u ` - V , STRINGLINES/GRADE CONTROL, PAVING AND ROLLING OPERATIONS, MATERIAL INSPECTIONS. i S~OFY :,O~S~= i. ~ ~ I ° _ ~ - - ~ ° ; ~ von CA , _ o • t~V ~ ~«o: pq ° MARSHALL L SYKES ~~~t~~N • '
!~F ~ 1°0 ° n ~ ~I° ,C ~ . I ~ ~ AND SEWER MAINS AND SER1flCES INCLUDING PRESSURE TESTING, PIPE LAYING CHLORINATION OF WATER S ; ~ ~ ? ° - y , 4. INSTALLATION OF WATER ® ° ° ° ° ° ~ ° e°o <°«°:°;°a°e°:°m° ° 6 & CINDY M, "V • ~ r ' ~ ' ~ ;~>°«°°.a a°ee«';0«"«°; °°°°°°°;«°>'d ~°«°m'°«'o°a'°`«° ° LRK:22060 LOT 73 pH 11 ~i~r~ i ,t ~ •°a°° ° h°°`°°«°u ~ ~ ° ? DEED BOOK 1450 PG. 11 +ar.
N R L PULLS ETC. NECESSARY TO MEET THE VILLAGE'S UTILITY ORDINANCES. DOTE; THE ` ~ "q i L TESTING MADE ~ ~ ~ ~ X ~ r'~ .c MAINS, BACTER A . r'~ d° P. ~ ' r°d o ° / SEAL
CONTRACTOR SHALL ALSO CONTACT THE MOORE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 947-6315 TO SCHEDULE ~ >zj° / ~ ° o-d m ~ ~ / j„ , ~ c~- / ~ r 4 ;.y ~ / :CLARK B POLLOCK ,i r a
° TIONS AS REQUIRED BY MCPUD. ~ %r f i - - / /®`y~ . ~,`Q ~ ~ ~.c~,;,,,~•°" UTILITY INSPEC l ~ r ' rvi ~ ~ ~j ~ 1 : ~`4 ~ 'j o r .t ~'i `°~.~„,~,,,,...~""w ~ ° \ ° °.4 ° / Ft JAMS M. A LOT %3 ~
F; ~ % ~ it r y° ~ i 1 ` °7 LRK:30416 LOT 72 PH II ;d~(,rl~ ~ ~ Q• s l~' ~ ~ ' ; ~ «e°a°:« °4«`°°>~«,>°°°~ DEED BOOK 1319 PG. 490
5, INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE(SIQEWALKS, CURB AND GUTTER, ETC,) WITHIN PUBLIC RIGHT OF WAY• ~.3~/ ~ l','>y: FLOOD ZONE AREA ~ J ~ ~ I v= ~ ~ \F ,'off ~
r u ; ` / ~ ; , CASE FLOOD ELEVe - _ ...--e`~`-~' ~ f 1 ' ; ~ ~ ~ ~ 6. INSTALLATION OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CATCH BASINS, FRAMESjGRATES, OUTLET, PROTECTION, E C•) E ~ h _ , , , , ~ ~ ~ ~ ~ .
Sao - ~ r ~ 356 -386 / . ~ k ~ \ - A ~ , ~ ~ r, ~ ~ 1 ~ ~ 1 ~ A f /MICHAEL J. DOYLE ' .off ~ 1, ~ ~ °°°°~«°«n«; ? & BARBARA E.
BE GROUNDS FOR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE 182.5 ~ , / SEE NOTE) / ~ L ~ ~ ~ FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL / s r EIP / ~ ~ ~a ~ ~ l ~ i•=. t ~ ~i ~~a ~ ~ , ~ I~ ' ~ { ~ ,u 1 ~ \ W °®°«'«°;°°e «,e°: `«o>e«,m«;«,em LRK:28017 LOT li PH II p , ~ 4 DEED BOOK 1691 PG. 246
OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE. y _
~ z ~ C ,,,r-------~--\
~ ~ ? JAM~s't'e~LL~ f.Or AREA INFORMATION h
f F` ~ ~ ie ° ° ~ '1 r A a ~ o ~1,,,~;..„sl ~ 1 & LINDA JANE'p~E ~j _ ' ~ ~ ° LRK: 28496 LOT 70~PH II Q`~ AREA OF SURVEYED PARCEL - 30.$1 ACRES ~~~9 ~ I ~ ' `~~°e°«"<°<°«°«°«°o° ~ DEED BOOK 2297 PGa 505 MORE OR LESS, A5 COMPUTED. BY COORDINATES ~
® ~ ~ ~ r° ~ p, ~ ~
o ~ , 1 ~ ° / yF Si, \ m ~ ACM I ~ ° ~
~ NIA ~ 1P A :d~~ d4, ~rl~A ~ r,-~ ® ~ } ® t a dT ~ LOT f Q ~L 1 1 ~ , (ip'~ 8 `V
° - ' ~ ~ j ; \ ~Q~o~Y MINIMUM YARD SETBACKS: R-20
I ~ `r ~ ~ i :1;~ ~ . ' / SANRhiILL oRrHOPEDIC \ ~ s ~ ~ FRONT YARD - 40 FEET \ ~ ' & SPINE ~ _
gg , ' ~ EXISTING BASKETBAU.' tRK: 26497 LOT 69 PH p ~ REAR YARD 30 FEET
LINE TABLE N °h~ ~ ~ . t ~ ~t~a:°~ e ~ -t 1 01 ~ ~ Vi E~ ,V~ Li, in ~ 1.i ~ ~ P, °°°~"atio°b:°a°°A~~ ~ l ~ ~ i;1 /I ` COURT SE REMOVEQDEED BOOK 922 pG. 30O ~ ° SIDE YARD - 15 FEET v`~ ~ ~ ` ° \ ® SIDE YARD FOR CORNER LOT - 20 FEET issued for
LINE LENGTH BEARING o I ° SHOWi~i .V PC ' SL °-Y . , / , r ~ . ' ° . ° ° ° " ~ ~ ~ I / ~ ~ ~k qyQ \ LCT 69 d°`~~e
L1 59.52 N44'33 34 E , ° ; % ~ 1 ~i~ r > \ , ° ; I : ; ~ ~J;'` :ter ~ ~ , L2 96.54 S7T38'02"E A ° ~ ~ ; ~ \ \ ~ ' , , ~ ; ' ®oA9s`c~< ~ \ ; ® TRCTiQN DOCUMENTS
L3 84.33 S69'5418"E J~j~ ° ,y ~ ~ ° ~ , ,R n° ' e~ 1 g'', ° °k `°T sr CY RE1f iEW / PERMiT1'iNG~ fig' , ~ ~ , ~ A~ s li t l
l4 63.61 841'35' 12"E ~ ~ ?r~ ® / ~ ~ ~~p ,/~~e 4 i date
L5 80.60 S41'3512 E \ ° C~` , e ~ 'i'' ~ ~ ~ / ~ ~ , ,_~T ° ~ ~ JUNE 30, 2009
L6 18.16 S63'25'45"W ® `t ' , „ \ . ANTHONY J. WEST 'r 1 °°o-e> . _ > r L7 52.73 N89'26 15 W i =~e°: m = : ` ° - JOSEPH H. SCHEi6 ~ B ~~g ~ ` ' &BARBARA A. r a ,s
°e°° ~ ~ 4.57 NA 83 COORDiI~;ai ~S t / `_'r ~ ~ ~ ° ° 0 L8 9 S46'22'15"W D LRKa777O LoT 4t = ~ , ° ° ° ° LRK: 15500 LOT 65 PH II V ~ ~ ~ ~ DEED BOOK 1636 PG. 450 ~ ~ ~~~j number fteflt d0'te
, , \1=`J,~ii,J: J.J,rHG 1 i Ildi ~ ° o-oo°.°°°°~w°°°°°°e°*3' ~p a L9 130.00 S46'2158'W ti (STING ~UiLDiNG ~ / „ c= 1,865,3U4.i24~~ 1 LOT 44 / DEED BOOK v' ~ ~>~.!1 a ° I~ ~ w {NG / e ~ a i.
L1o 103.67 s46•i6'S7 W c~Nell~r=D c~.D ~~~cro., r a'. ~ ~ ~d° '~fi0 GE REMOVED / p 'S~ / EX{SITNG WATER METER ~ ~ Uv ~ti°~ PTO GE REMOVED 11 ~ ~ ; ~
Ltt 26.66 S46'16'S8"W =G.~9985=~~t2~t i \ c~,, 4 . 2479 PG. 572 ~9.. / ~ ~ .,~p~,~°o,a;;°;°,: ~ •ti~ e~/ „ / \ O~ 'z°;° ~ .v"~'°'~ i ~ J ' SID: ~ L12 75.84 546'21'59 W > - „c ~ ° .C° ° ° ° .°~'?b`° ,°1
I Dili GAB, 1 S~IDr -:SB-,aH ~ ~ y° ~ / L13 90.28 S4614 31 'W t ~ ~ °:~:e ° ° ' /WILLIAM o. Jor• ? WILLIAM D. JOHNSON ~ \ ~ ~i~
L14 37J8 S46' 16'23'W ! v l~ ~ ° ;~i : , , , ,:o ~ ! LRK: 2t t 62 Lor LRK: 29162 LOT &4 PH it r DEED BOOK 3214 PG. 42 p Q
2.48 ~ ^ • \ aSe:° ° P`r°e°.' ~ DEED BOOK 3214 L15 9 ~ p ° ,5 N36'38 37 W Viii 8 Of PlnBhllrSt ~ ~g ~ ° ` ° ° , ° o°; L18 95.97 N36'30'25"W ~ Q°. o p;°, ; / \ e LGT 65 d
Constru+~ion Plan A rovai ~~a~e ' ~ :°:~:~1~~ ° r 6ST° L17 92 94 N36'26 34 W ' ~ ° ~ '1S~° 2~~ l ! ~-UT 50 L~~T 64
L18 43A0 N36 24'48°W a ~ °°°a 173 ERNgN . t !1l;Rj~i N
„ QA~~ 4~4 o a~°y~~~s~ ~ 0 BOOK COT 63 p ® ~ ,5,, 33 N I u 9 s6.o8 Ns1'34' 1 s E All Constructbn Methods and Materialsshaft be In accordance with the Village of Plnehurst, ? a o 2 , ~ ° ° ° ° ° ° s6 °.°e 36B ~ 23p 0
L20 34.03 N36'26'44°W Moose County Public Utilities, and NCDOT Standards and Slfions° In the event Ot'a ~ m / o'° ~ ~ ` ` ~ ' . ° ° ° ~ S ~ e' ~ ~\~C n- L21 6.73 N36' 26 44 W conflict between-standards, the mane st~ngent shall govern anises a wrhten waiver is Issued ~ ow / 4 _ ` , I • . ` " r,3
L22 54.74 N36'26'49"W 1 , ~ L~° _ , °:~:a:~ ° ~ fio . by the Vii~ge Engineer. Utility Installations and other Publ~ Facllides, including streets, s de• ..UT , . - . . _ ~ _ , ; s ° ° e°°°° ° ° KATNr 1D°~ & r,,3
L23 119.53 N61 33 24 E Walks, a~nf handicap:ramps, have been approved by the Vil~ge of Plnehuret.and shaif be ~ PETER OHMAN ~ MICHELLE f 26495 S• K: 30401 LOT 44 PH II ~ t 0 60 COi 62 F5 FS~, TITLE REFERENCES ~ ~ ~ O l
L24 112.87 N3T20'47"W ~!1~ ~ ~ _ i•o > :~o >°:°:^m° °'°~N 0 OK 3030 p PN it J TI „ ins~ed unless a Change as aUthoriaed by poor written approvaE. Public Sanitary Sewer and ~ DEED B~K 2785 PG. 47 ~ ° ° ° ° ° G. 23 ~~~\a~ DEED BOOK 3351 PAGE 445
L25 105.86 N41 2213E Ufil Easements Shall be recorded nor t0 finatacCe nce andlor issuance of a Cetfifi~te / - , ~ ~ ~ ti 152.49 „ tly p ( / , q~r,F PLP L26 N38'39 24 E Of~1CCti bytheViltag®° I.OT ~ r / jo,` ~ - _CT I Q~~,F PLAT CAB{NET 14 SLIDE 104
L27 119.58 N34'39'34"E \y _ s R. FORE~lAN4,& MO ti ti- MOORE COUNTY REGISTRY
PATiAN CONSTRUCTION CO. - ~ ELIZABETH A• ,\tiv ANC L28 61.04 N27'2D'DD"E Plan ApproV~ Numt~r I.RK: 18539 LbT 45 PH II ` - `,tij6 K; 13953 LOT 81 PH (I AND AS SHOWN Sheet titre'
L29 68.D7 N25'D5'43"E DEED BOOK 3225 PG. 24 0 DEED 800K 2898 PG. 7 _ _
L30 110.34 N22'49'48"E - _ ` - L31 148.14 N22°51 40 E ~ V' / ~ ~ SPE! E~~ISTING SITE
L32 119.80 S46'25'26"W Fire Qepartment ARLENE AYUGAT ~ r PAR SPECIAL FLOOD HAZARD AREA NOTE PART OF THIS PROPERTY DOES LIE IN 13AR SCALE 1 100° CONDITIONS PLAN
\ :19685 LOT 46 PH II V A S Planning DEED BooK 2371 PG. eat rx. BsiG4 A SPECIAL FLOOD HAZARD AREA (AE)
A B., D;F REF( CURVE TABLE MppreCp PUblicUillities ,s MAP REFE~ENCE: F.E.M.A. F.LR.M. PANEEL #8563 - ` MAP 3710856300) AS SHOWN AT www.NCFL00DMAPS.com
CURVE RADIUS LENGTH DIRECTION CHORD DELTA IRENE AGNAONAO EFFI EFFECTIVE DATE: OCTOBER 17, 2006 0 100 200 300 400
01 46 / LRK: 19901 LOT 46 PH II BAST C1 1184.43 177.30 N11'01'S8"E 177.14 8'34'36° DEED BOOK 2371 PG. 5D7 BASE FLOOD ELEVATIONS AFFECTING ThIIS LOCATION ARE 356'-366' sheet number
®
NOTE
BOUNDARY and TOPOGRAPHIC SURVEY drawn by RISC
PREPARED BY OTHERS. checked by DER
4M-BASE - PLAN
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ZO'XG4 C:VNtSP HAPJDICAPPED CONTRACTOR ~T PARKING SPACES PER MANUEAC' SEE DETAIL FOR i4' CO SPAN STRUCTURE ~ ~.fl.r~ ~ A S S O C I A T E S
TRACTOR O INSTALL A POP® GUARD RAIL f~~ y'~ ~ ~ D B i I 0 N• B U 1 L D D 1 YI i I 0 N, INC.
MANUFAC~ES SPECS. (~Y OTHERS} ~ ~ ~ ~ t~IMli~ers
t~`rf ~ 1201 Mein St11~11~100
DIMENSEONS :I ~ ~ , 30 RAD. ~ COlgllES~, $.~r.39Q01
HANDICAPPED
PARKENG SYMBOL HANDICAPPED . ~ ~
PARKING SIGN CONCRETE \ App ~ ~
WHEEL ~'f0~
CHAPEL BUILDING IYI'tIM61lAWIANIVD'~1C6119N~ID~N
(SEE ARCH. PLANS) 5° CONCRETE dCRETE ~ ~ n~a+~caw~n~o~eerr~urreo~
SIOEINALK WALK ~ , ~u~atrwo~~tlEtta~e~~
azi ~ w^ ~ y. ° a~+n~cnla~oi+~aan~a~ed~tia'n~,lr+~cci~+e ARKING PAVEMENT ~ a~cwll~am~~pcour~n~rr~aaa~ara~ne~
~o~ m r~g.~ ~PA(LGHTPD} r ~ 9 ~ (LIGHT DUTY} aawr~asn~ae~ne+eaNwrrnols~~aaoga~n~
, ` ~k 11~IMI~fiNCE~~TIQI~IILAC110l1,
d > W ~ ~ 30~ CONC. ~
~ O S ~ U ~~~RE GU R .j'~~/, X°° ` CURVE DATA 1
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p ; ss 5 ~ :~i ° PI STA. = 1 +25.57 _
CURVE DATA 3~ ~ i.." ~6,~1,3~;'~~ o I ~ ~a i ~ = 32'40'49.._.. _ - _ _ , .y R m 100.00'
PI STA. = 8+00.22 ~ _ 7 0 o ~5 ~ ~ \
1 20 ~ L~ 57.03' $ S C? C I A T E S PROP. GUARD IL BNaINBBRINQ PLANNIN(I FINANCE
R 37.00 ~On ° ~ ~x ^ sa. ~ v+oo.oo + - ~ 378. ' s~oz. ~ ~ \ N ~ ~ . (Y OTHERS} Ch ®56.27' . . , ~ 6 RHQIONAL DRIVE, SUITE D PrNEIdURST, NC 28374 PH. (410) 295-364?
o. ~ ~a=°~ PC STA. ~ 0'1°76.36 FIRM LICENSE N0. 0459
L = 58.2° ~ ~ 25'R. ` ¢+a~ PT STA. ~ 1 +33.39
Ch = 52.33' ~ ~ ~ a _ owner
PC STA. = 7+63.22 30° CONC. - ~ RETAINING WALL ~ ~
I ~ M PT STAo = 8+29.34 ~ ~ CEJRB & GUTTER (SEE ARCH. PLANS) , ~ ~ ~ ST HEALTH ~ THE N~kB
lrst Health Hospice and
I N Q lliatlve
! ~ I S' CONCRETE ~ _ _ I , E LIGHT DUTY ASPHALT ® I burst, C
~ SIDEWALK ~ - ~y O ~
c a - coNCRErE CRETE , : X~ HEAVY DUTY ASPHAL (FIRE LANE} project name
1 ~ L WHEEI STOP L sTOP ~ , r ew Hospice House
22' PRVEMENT ~ ~ ~ ~s „ ~ ~ I ~ - - ,~`pby .de ~a
CURVE DATA ',e~. e CONCRETE lnehurst, NC
. a• o ~8 w,qa
PI STA. = 3+34.09
CURVE DATA O6 ~ PARKING PAVEME - ~ - - ~ ®40'29'0 ~ 10 PARKING SPACE COUNT ~ projecf number
PI STA. ~ 3+55.05 ~ ~~W' y R ~ 150®00'
D .90'00'00" HANDICAPPED (LIGHT D ~NDICAPPED= ~ 2 a T ~ 55.32'
PARKING SIGN PARKING SIGN R = 75.00, ~ ~ w ~ 9N g HANDICAPPED TAPPED L ®105,99' ,g/E project number
T = 75.00' HANDICAPPED I a~ HANDICAPPED `h ~ Z PARKING SPACES SPACES CIS = 103®SO I 8¦
~ _ PARKING SPACES ~ PARKWG SPACES ' ma SEE DETAIL FOR SAIL FOR PC STA. ®+75.77
SEE DETAIL FOR F SEE DETAIL FOR ~it + ~ ~ ~ ~ ~ DIMENSIONS ISIONS PT STA. ®3+54®76 I leads/~'gnature
DIMENSIONS
PC S Ah - 2+80 OS DIMENSIONS 25 ~ f I N - o M HANDICAPPED CAPPED ( tGwR~~~i~
PT STA. =3+97.86 HANDICAPPED ~ 25'RAD. HANDICAPPED ~ ~a PARKING SYMBOL a SYEOL T I T CC~NT ~ e~• ~ e 4~
PARKING SYMBOL PARKING SYMBOL Z~ ~ \ HANDICAPPED ~ ~`~~~i3~p~~~~ i ED THIS IS TO ADIASE YOU THE THE VILLAGE OF PiNEHURST kS NOW REQUIRING A MINIMUM OF FORTY-EIGHT(48) HOURS OF NOTICE WHEN
SIGN REQUESTING AN ENGYNEERING INSPECTION. INSPECTION REQUESTS MAY 9E-MADE BY GAWNG THE ENGINEERING DEPARTMENT AT 833835
25'RAD. ~ 4" ~1~I ~r--_...'~ PARKING SIGN 295-1900. !TENS REQUIRING AN ENGINEERING INSPEC310N INCLUDE, BUT ARE N07 LIMITED T0; ~~•e~ ~ `
PARKING PAVEMENT ~ ( • ~
LIGHT DUN ~a~ _ 3+00 BPS 06 37" yy ~ ~ I 22' PA C ) ~ z+oo .oi 280. VEMENT ~e SUBGRADE INSPEC110N/PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETC.) DENSITY TESTS FROM AN APPROVED GEO7ECHNICAL .++f1r~i~~
~ ° P ~ - i ' I ~ FIRE DUIy_ ENGINEERING FIRM MAY BE REQUIRED.
t ~ ~.P ~ ti, . 1 ° o f 0 CANE) m Z PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING. DENSITY TESTS FROM A VILLAGE APPROVED J 1
® GEOTECHNIGAL ENGINEERING FIRM MAY 8E REQUIRED/ACCEPTED BY THE VILLAGE.
PLACEMENT AND COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES. INCLUDES
v ~ ( ) STRINGLINES/GRADE CONTROL, PAVING AND ROLLING OPERATIONS, MATERIAL INSPECTIONS,
i`a + ash e R. i fi r, o - + f ( PAR LIGHTPDUl`fMENI' IVEMENT INSTALLATION OF WATER AND SEWER MAINS AND SERVICES INCLUDING PRESSURE TESTING, PIPE LAYING CHLORINATION OF WATER
IUTY} MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY TO MEET THE VlLCAGE'S UTILITY ORDINANCES, NOTE: THE
~ ~ ~ I ~ ; E~'fAINI HG PLANS Pr ~ CONTRACTOR SHAH ALSO CONTACT THE MOORE COUNTY UTILITIES bEPARTMEN7 ENGINEERING DIVISION AT 947-8315 TO SCHEDULE
UTILITY INSPECTIONS AS REQUIRED BY MCPUD.
22' PAVEMENT ~ ' '~I ~ \ ' S N ~ ass'R.
..,,,r
(HEAVY DUN , > ~ INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE(SIDEWALK5, CURB AND GUTTER, ETC,) WITHIN PUBLIC RIGHT OF WAY. ICLOSURE INSTALLATION OF STORM DRAINAGE SY5TEM5(PIPES, TRENCHES, CATCH BASINS, FRAMES/GRATES, OUTLET, PROTECTION, ETC.)
(FlRE LANE) ~ ; \ ~ X + ~ ; /l 5 ?,5'R. , ~ DUMPSTEE DETAILOSURE SAIL FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL BE GROUNDS FOR REJECTION tlA ALL WORK NOT INSPECTED AND ISSUANCE fSSged fOr
5' CONCRETE ~ o ~ OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE. ! N ~~~M~ l V
SIDEWALK I~~ENCY EWl PE~IV111TING~
~ ~ HOSPICE HOUSE aid \ \ \
~ k ,y • PALLIATIVE CgRE FAGILITIF 30° CONC. i~ ~ \ date
Village ofi Pln~hurst JUNE ,
X (SEE NCH' PAS, 5' CONCRETE CURB & GUTTER nsfruc#ian Plan Approval
~ ~ 30° CANC. SIDEWALK
CURB & GUTFER , ~ ti RETAINING WALL All Construction INethods and Mater~ls shall: be In aooonlance with the Vil~ge of Plnehut~t; s~` ~ number date
~ SEE ARCIi. PLANS Moore Coun Rublic Utllit~s, and NCD4i' Standards and S bons. in the event of a ~ 0 e-at-~ tY PINEHURST COMIf>I~N15
cor~ict between standards, the more sbingent shall gov®rn unless a written waiver Is issued f~"'
by the Village Engineer, Utlllty Installations and other Publk: Fadlldes, including streatsa stile- r{
walks, and handicap ramps, have !gin approvl~ by the Village of Pinehurst and shall be so Installe<,i unless a change is authorizes! by prior v~ltt®n approval Public Sanitary Sewer and'
~ F 6~ , + 27.5'R ~ ~ Utility Easements shall be r®r~rded pr~r to tine! a~ptence andlor lssuar~e ofi a Certirx~fie
2~.8'R. of Occupancy by th®Vil .
CURVE DATA O~ o Plan Approval Number
E~• I~ ~ +
PI STA. = 4+Q1.00 8 '~~''~+oo ,p Ertglneerirrg
D = 48'39'38" ~ ~ a+ ~ DUMPSTER AND OXY~ENec Fire Departrrrent
R =75.00' sPN 0607'37 E 18-~~, S ~j STORAGE ENCLOSURE
Plarstir~
65.00' ~ / / ~ 7 ~ I yQ...~ SEE DETAIL L Moore Co. Public U4lit~s
Ch 62.99' I I' ~ Ct3RVE DRTA 4~ CURVE DATA ~5 IATA
PC STA. 4+56:30 / y sheaf tifk
PT STA. = 5+21.30 ~ / ~ ~ ~ Ptl ~T&. _ ~f88.53 PI-STA. = 5+392~a n °1°39.0
/ / ~ PARKING PAVEMENT / ? ~ _ ~D'g0'00" 0 = 90'00'00° 90"OOaO~ ~Pa~EQ 511
~ ~ ~ CURVE DATA 8 CONCRETE ~UGMT DUTY) ` Q R = 62.00' R = 62.00° 62.o
~ ~ / j WHEEL STOP T = 62.00' T = 62.00' PI STA. = 6+25.97
j / D = 40'2Q'22" L = 97.38' L ~ 97.39' 97.39' P~
~ Ch =X7.68` Ch = 87e6~' • S7.6S' ~F~ ~ ,,T.,~.~.
~ R = 75.00' 4+77.22 ~ ~ sheet number
~ / / ~ T = 27.55' PC STA. = 3+27.59 PG STA. = 4+77,22 ® 5+74.61
_ ~ ~ ~ ~ ! ~ i = s2Rn' PT S7A. = 4+27.97 PT STAB = 5+74.61
cn = 51.72"
PC STA. = 5+98.42 NOTE NOTE m BAR SCALE 1"= 40' C3
PT STA. = 6+51.22 FOR E FOR BOUNDARY INFORMATION drown by RLC
SEE S SEE SHEET l 0 40 60 120 164 checked by DER
4040..ME -PLAN

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36 1 r ~ ~ 3. t . , : ~ ;379 _ i Bf C F t ( F E E E - /4 f f a E f f EfE E ° E ` INSTAU.ATTON OF STORM DRAINAGE SYSTEMS(P1PES, TRENCHES, CATCH BASINS, FRAMES/GRATES, OUTLET, PROTECTION, ETC.)
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_ _ ~ g < gt < E E „ < ~ THIS IS TO ADVISE YOU THE THE VILLAGE OF PINEHURST 15 NOW REQUIRING A MINIMUM OF FORTY-EIGHT(48) HOURS OF NOTICE WHEN
G E . ~ ®e < t °f . f. ~ E't x f f ®F f < ~ ; E REQUESTING AN ENGINEERING INSPECTION. INSPEC110N REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPARTMENT AT
d. y ~ / ° _ ~ ~ r O v e,. t t f E E r4 < f ( F F ~ E < ° .ERE E E 295-1900, ITEMS REQUIRING AN ENGINEERING INSPECTION INCLUDE, BUT ARE NOT LIMITED T0: lSSUed fOf
i a ~~r _ \ ~ ° E E E E E E E E E E F C®TRUCTION DOCUMENTS ~ E f E SUBGRADE INSPECTION/PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETG) DEN5ITY TESTS FROM AN APPROVED GEOTECHNICAL
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~ SHE ` ~ r E ` SEE f S(HEE ~ f ~ >n ' , . ~ f -i - ' ~ E E SEE t ~A-tEE.TE FDf f ~ E 4 E h F f ( f f PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING. DENSITY TESTS FROM A VILLAGE APPROVED p!`pt@ Q Q
j ~ ,E EE E ~ ® . FOR f DETA E FQR E DETAILS t ` t E f GEOTECHNICAL ENGINEERING FIRM MAY BE REQUIRED/ACCEPTED BY THE VILLAGE. JUNE 3O, 2009 4 t ~ f E f < e -
- ~ ~ ~r' . . - f f 4 F E \ ~ i , ~f a r < ( f E E 4 F E EF 4E. `P E EEf fA E< E F(E t f E` 3E PLACEMENT AND COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES. INCLUDES
\ f f E(, f b E f F F 4 E E f F E 4 J E ( f E c E E E E E` F f E E E 4 F STRINGLINES/GRADE CONTROL, PAVING AND ROLLING OPERATIONS, MATERIAL INSPECTIONS.
~ / ~ J ~ ~ ~ ~ ~'E 'E E e e f ~ ~ ~ E _ ` TE~PORARYE 'ESP®RARY< ~IV~RSl41~ E , E E ° number item date f E 4 E E E 4 E E E i~ 4
~ ~ _ r ~ ,4 E < E OHANNELA f ~~AwYi~C9 . < EC~~F ~~~~'E E f INSTALLATION OF WATER AND SEWER MAINS AND SERVICES INCLUDING PRESSURE TESTING, PIPE LAYING CHLORINATION OF WATER 1Q ~~T $-3~-~ ~E E 4-~ 4 f 4 E E f
< 7 p f E L ~ j f'. E ED4FFOREDE~ ~ E F~~F DEfiA1LSE E E F E F f ` E E . E (f MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY TO MEET THE VILLAGE'S UTIIJTY ORDINANCES. NOTE: THE
, ~ _ _ r 4 f 4 f E f E f f. E E f E ~ f F f CONTRACTOR SHALL AL50 CONTACT THE MOORE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 947-6315 TO SCHEDULE e. F F< E. e 4 6 4 4 E F f ` E f E E ` F UTILITY INSPECTIONS AS REQUIRED BY MCPUD,
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~ ~ ` ' SVGA ~S DETAIE ~ - ~ E E f E E f ~ , v , FAR ERaX. E L~M~Tf E E f E F _ k L~MI FE E t < P < < . E f f « t E f E F E E , INSTALLATION OF FORMWORK AND PLACEMENT OF GONCRETE(SIDEWALKS, CURB AND GUTTER, ETC.) WITHIN PUBLIC RIGHT OF WAY.
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~ ° , _ _ . ~ - ® E fi 0 (ACRES f .EEE. ~ E' ~ i~° E t f E E E f E F f r E E RES E < (E < ( E f E , f f f ( E x E x f f E E INSTALLATION OF STORM DRAINAGE SYSTEMS(PiPES, TRENCHES, CATCH BASINS, FRAMES/GRATES, OUTLET, PROTECTION, ETC,) e e Y t E . o f e E h f
~ ~ i- 1• : \ ~ ~ '°,t f c f n h f t f t ( f c f f E < (f E ` < f f E E f- E £ ' FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL BE GROUNDS FDR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE t f< f f 4 E 4 f
F E P F f : / ~ E < SILT FENCE: _ , ; , ; r _ . ~ ~ ~ ' ~ / ELT ` E E E ~ v c - , _ ~ ~ f F E E f E f F < E ` OF A STOP-WORK ORDER UNTIL THE PROJECT iS 1N COMPLIANCE. E f< f F E E f v t f E t
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/ •r~ ~o ~ ~ ;~r~ f E f t ~ E E E E E E P t f E ~ti ~ µ _ ~ Constructian Plan Approval
/ ~ ® 41.m i@q y~o / i - ,k E - f E E f ` f < E TEMPORARY DIVERSI01~ ~ r ~ ~a_ - E ETEMPO~AI~YE QfVERSIONf E f E E f E f b . ,
. - . , Iw CHANNEL: SEE SHEET / ~ - _ . ; : ~ E f Ail Constru n i1 f ~ rr / % ~ ~ f ( HANK, E E... E F E f JI Construction Methods and Mater(els shall be in,aocordan~ ~ the Village of Plnehurst, sheet tide
i l v . / / \ t . /r l'..' ® h k r f f,f f E f E £ f P f E . E ~ 0Y1Vill ~ido~n~ ~4 D4 FOR DETAILS ~ J = . ~ ' , _ _r .Y„ - > E f ` f f. F °D4E °EO fDET,AI~` f. E f f `EEE f /,~j ioore County Public Utilities, and NCDOT Standards and Speeifleatkns. In the event of a ~
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~ age ni ~ _ - ~i • ~ F~ f E E E E f E E E E e < 4~ e a £ . ' . F f E F E E ` E E ` f ` VP81kS, and handii / ~ / _ ~ E f E . ~ ~~j E . E ~ Ef ~H~•ET . D P f _ / i E f f E y the Village Engineer. Utility Installations and other Public FadliSes, inducting streets, side- ~ PROPOSED SITE EROSION
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~ ~+r EE<E £ fEEF~REDETAlLS: fEE£ £ f ~ /TEMP. SERI ANT • PER L . ~.E~VE E U~I~j Easements / ~ f E fLF E 4 f E F E e Ef f 4 f ff EE ( ff`~ f e itliiky Easements hall be ra:rgrdact prior to final acceptant anctfor f~uance of a Certificate ~ ~ ~ ;s.
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/ l -V~t_ ~H~~\.D~ ~~F E r f f f p 4 f E f(. E E t c i 4 f f { f b f f 4 4 c f ° „o~-E~E-F-~-_-_.. F E `SEE fDETA1L` E E E < E E E f (f . f E £ E e f r E `E E f f f `M' 1~ / ~ _ ?'4" E E f . f E E ~ (~E N F f E f < 4 F ~ E E ( F f E E E ( E f f E E f . t i [ E F f E F Plan r~vai iVut 'Ian Approve! Numt~r ~ ~ sheet number
FOR DETAILS _ E. f f < ' f f E F ` ~ E f ~ f ` , " E E E E , F E . < ~ia ~ ~ , E ~ f E FEET D E • / \ v_ s ~ E ~ ° j ~ f- f r E E ~ E E E E E F` E E E E E f - E E f ( f f 4 E k < f o 4 E 4 4 t d e ~ F . f Q 4 Q 4 f - 4 r _ ~
- ~ f t ~C' _•,.~°E° e f e ( F ( a E £ e E f E a E E a < F F E F f ( e o- ( « r < £ E e E E b E 4 f E E f f ~ a J ,
r r s s r rte. ' ® rt yrr ® r i P-rigineenng ngineenng
Pure Department 'ire Department BAR SCALE 1"= 40'
Planning tanning dmwn by RLC
Moore Co. Public loors Co. Public Utilities 0 40 80 120 160 checked by DER
4040 5E - PLAN

NT CONTROL PRACT! . ALL EROSION AND SEDDE ZOL PRACTICES SHALL DE CHECKED S I A T E S
WITH REQUIREMENTS OF THE AND OPERATION FOLLOWING Ei _LOWING EVERY RUNOFF-PRODUCING D E~ N•~ U I L D D I YI i:l ®M, ! N~
BE PERFORMED IN STRICT ACCORDANCE FOR STABILITY NERAL: ALL EROSION CONTROL MEASURES ARE TO RCES LAND SS THAN ONCE GE RESOURCES DNISION OF LAND RESOU INFALL BUT IN NO CASE LE THAN ONCE EVERY WEEK.
ENT OF ENVIRONMENT AND NATURAL , RA , NORTH CAROLINA DEPARTM PLIED WITH FOR ALL WORK. REPAIRS SHALL BE MADE IMMED CONSTRUCTION SEQUENCE SHALL BE COM ANY NEEDED ADE IMMEDIATELY TO MAINTAIN ALL ~Ineet~ilPlenners
QUALITY SECTION. THE FOLLOWING D. PRACTICES AS DESIGN 1201 Sulu 2100
SHALL OBTAIN FROM THE OWNER A COPY OF THE _ EGINNING WORK ON THE PROJECT THE CONTRACTOR ND 1• PRIOR TO B ~ E NORTH CAROLINA DEPARTMENT OF ENVIRONMENT A VED FROM THE TEM M THE TEMPORARY SEDiMENRTA~iA SHALLNSE CLEANED
DIMENT CONTROL APPROVAL FROM TH SEDIMENT SHALL BE REMO EROSION AND SE PROGRAM. THE APPROVAL NOTICE . ROXIMATELY 50~ FILLED. G
N of LAND QUALITY, OR THE LOCAL AUTHORIZED CITY HAS BEEN APPROXIMATEL NATURAL RESOURCES, DNISIO STORAGE CAPA ITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES® EN THE TEMPORARY SEDIEI RY SEDIMENT TRAP NO LONGER DRAINS PROPERLY.
MUST BE AVAILABLE ON S OR REPLACED WH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
- ALL EROSION CONTROL MEASURES AS REQUIRED BY D PROGRAM, HIND 2. INSTALL- TY SECTION OR THE LOCAL AUTHORIZE SHALL BE REMOVED FROM BE M EEHiND THE SILT FENCE WHEN IT
SIGN OF LAND RESOURCES, LAND QUALI 3> SEDIMENT AND NATURAL RESOURCES, DIVI ET DEEP AT THE FEN BECOMES ABOUT 0.5 FE T THE FENCE. THE SILT FENCE SHALL Kr,r~nea~.n~sarr~a~ranaa~rrsrrawN
SPECTION BY A REPRESENTATIVE OF THE NORTH AS NECESSARY TO MAINTAIN A F COMPLIANCE THROUGH. ON-SITE IN BE REPAIRED 3, - OBTAIN CERTIFICATE 0 NISION OF LAND RESOURCES, IAINTAIN A BARRIER. n~eon~t~rr~n®~era?ernau~°aF nEUnea~Na~lrar~rra~a~t?~toa~
TMENT OF ENVIRONMENT AND NATURAL RESOURCES, D CAROLINA DEPAR SHALL BE FERTILIZED, RE TILIZED, RESEEDED AS NECESSARY AND ~wpnecrurw,o~roKNlrorEOU~uamra,~ocu~
THE LOCAL AUTHORIZED PROGRAM® 4. ALL SEEDED AREAS LAND QUALITY SECTION OR CATIONS iN ~TIONS iN THE SEEDfNG SPECIFICATIONS °k~N°~°~~N°D'~D~"~QR~°~~
CHED ACCORDING TO SPECIFI WED UNLESS MUL G. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLO RIGOROUS AND DENSE VEGET NSE VEGETATIVE COVE® ararhraeaa~aagrtne~arw~nralraF~ r~te~rwu~a~ie>BCr1n~~claK
WITH GRADING, CLEARING AND GRUBBIN TO MAINTAIN. A PROCEED
OSAL SITE HAS AN APPROVED EROSION CONTROL PLAN. THE DISP TCHES ACROSS CONSTRUCTION ENTRANCES
MADE usING ARY DIVERSIONS DITCHES ACF PMENT DURING CONSTRUCTION SHALL BE . REPAIR TEMPOR - MPORARY STREAM AND CREEK CROSSINGS FOR EQUI AY•
5• '4u- ~ WED FOR EQUIPMENT CROSSINGS. T THE END OF E RY REAMBANK OR STREAMBED DISTURBANCE SHALL BE ALLO TEMPORARY BRIDGES. NO ST
, i
CSIl4i~ B4I
BFT~R FarH_ RAIN. TAIN EROSION CONTROL APPROVAL FROM THE THE 1. OB RCES F ENVIRONMENT AND 1'~ S S C) C I A T E S DM THE THE NORTH CAROLINA DEPARTMENT O BN(IINBBBIN4~PLANNINa~FINANCB
ESTABLISHED. SEED AND SOIL NATURAL RESOURCES, DIVISION OF LAND RESOD , RESOURCES, LAND QUALITY SEC110N OR THE LOCAL AUTHORIZED 6 REGIONAL DRIVE, SUTfE D PzcrExtrRST, NC 28374 PH. [phone]
ED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE 6• - SEED AND MULCH DENUD NG RATES PER ACRE, PROGRAM. BE PLACED ON A PREPARED SEEDBED AT THE FOLI.OWI FIRM LICENSE N0. 0459
AMENDMENTS SHALL APPLIED BY HYDROSEEDER. W MULCH SHALL BE TACKED WITH TACKING AGENT CONSTRUCTION ACTIVITY BI STRA ~ Z• FLAG WORK LIMITS BEFORE N ACTIVITY SEGINS•
OWRCr
#,000 LBS UCTION ENTRANCE. LIME 3. CONSTRUCT TEMPORARY CONSTR ENTRANCE• FIRST H LTH OF THE CAROLINAS
10-10-10 1,o0a LB5 FERTILIZER ( )
CUE 100 LBS EDIMENT BASIN AND TEMPORAA KY-31 FES - 0 BALES 4> CONSTRUCT SKIMMER S '~D TEMPOR Y SEDIMENT TRAPS, CLEARING ONLY WHAT I5 NECESSARY I~ Heap Hospice and
MULCH 6®8 TRAPS AND BASIN. sTRAw To INSTALL THE Palliative
FOR SUMMER SEEDING ADD TO THE ABOVE: 5® CONSTRUCT TEMPORARY DIVERSION DITCHES TO SKiMN DES TO SKIMMER SEDIMENT EASIN AND TEMPORARY SEDIMENT TRAPS• lnehurat,
10 LBS SILT FENCE iN LOCATIONS AS SHOWN< GERMAN MILLET' 6. INSTALL . S 15 LB5 o~oWN°
SUDAN GRAS TER THE BUILDING PAD ANO PARKING AREAS ARE AT APPROXIMATE projecf Home
7. GIN ROUGH GRADING OPERATIONS. AFTER THE BUII BE WINTER SEEDING ADD TO THE ABOVE GRADE INSTALL PERMANENT DRAINAGE SYSTEM. ~M° New Hospice House
FOR ,
15 LB5 8® TALL PROTECTIVE DRAINAGE STRUCTURE AT ALL C RYE GRAIN INS RE AT Alt CATCH SASINS• inehu , C
SLOPES 2:1 0R STEEPER ADO TO THE ABOVE: G. EED GRASS AND STABILI ALL CUT AND FILL SLOP' FOR ALL S / VD FILL SLOPES UPON COMPLETION OF WORK° A~DHSR project number
#0 LBS FlNE GRADED, INSTALL :D, INSTALL CURS AND GU R, SIDEWALK, AND GRAVEL SASE COURSE ON
SERiCEA LESPEDEZA 10. AFTER PARKING AREAS ARE ITION TO STRAW MULCH AT THE RATE OF LARKING AREAS, SLOPE TO CATCH BASINS® NS®
HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADD IF g/E projecf number
1,000 LBS PER ACRE. 11. BEGIN CONSTRUCTION OF BUILDING.
C• UNTIL A PERMANENT VEGETATIVE GROUND COVER lS ALL SEEDING SHALL BE MAINTAINED, WATERED ET , RESTRAIN EROSION MUST SE PLACED ON ALL DISTURBED AREAS WITHIN
D AREAS. 1. OUND COVER THAT IS SUFFlCIENT TO RESTRAIN ER ESTABLISHED OVER ALL DI5TURBE GR f ONE (21) CALENDAR DAYS t;WHICHEVER IS SHORTER) AFTER seals/signature
15 WORKING DAYS OR TWENTY ONE (21) C D BY EROSION CONTROL MATTING. FIFTEEN ( ) ALL SLOPES 2:1 OR STEEPER SHALL BE COVERE NY PHASE OF GRADING; PERMANEN COMPLETION OF A G; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN
EN 15 WORKING DAYS OR NO MORE THAN NINI FIFTE ( ) RE THAN NINETY X90) CALENDAR DAYS FOLLOWING COMPLETION OF \,``\~~t~~a~~te`,
SEEDING MIX FOR STREAM OR RNERBANK STABILIZATION ONSTRUCTION OR DEVELOPMENT. NAIVE PLANT C
BE A MIXTURE OF NAIVE GRASSES, PLANTS AND TREES. ®Q; ~~t~S~yO ~f~bre TO f3E MAINTAINED DURING THE ENTIRE LENGTH OF THE PROJECT AND ~
EDING FOR STREAM OR RNERBANK STABILIZATION SHALL EASURES ARE TO BE MAINT SE 13, ACL EROSION CONTROL M NATIVE PLANT MiX SHALL INCLUDE THE FOLLOWING: RAINAGE STRUCTURES ARE INST~ ES ARE INSTALLED AND SKIMMER SEDIMENT BASIN IS CONVERTED TO ~ ~Q'Q' SEAL 7~'0
UN1TL PERMANENT D a 033635 r
BLUESTEM, SWITCHGRASS 5 LBS/ACRE EACH WET POND. GRASSES -BIG BLUESTEM, INDIAN G S, LITit-E H 25 LBS/ACRE EAC
AUGUST THRU MAY - GREENRYE 25 LBS ACRE EACH SITE IS SiX 6 M T1 / D TIME TO STABILIZE ( ) ~ ~ G • 11X (6) THSo .4 ~ ~ Q~• rf~r~~
Y 1 THRU AUGUST -MILLET 14, ESTIMATE MA
WILLOW SALIX SERICEA), EL ALDER - DOGWOOD CORNUS AMONUM), SILKY TREES SILKY $r~~~4`~
A AND ELDERBERRY (SAMBUEUS CANADENSIS) ALIuIUS SERRUTAT ) {
IATIONS SHALL BE APPROVED BY ENGINEER. NATNE PLANT MIX VAR
LL BE USED WITHIN 10° OF TOP OF STREAM OR RNER BANK E 4000 PSI NOTE: NO FERTILIZER SFIA 1. ALL PRE CAST STRUCTURES S B 3E 4000 PSI CONCRETE.
L PERMANENT GROUND COVER IS ESTABLISHED. FFIC LOAD REQUII - MAINTAIN SOIL EROSION CONTROL MEASURES UNIT 2. CONTRACTOR TO VERIFY ALL TRA 7< LOAD REQUIREMENTS AND PROVIDE TOPS, AND GRATES THAT ARE CRATED IN APPLICABLE AREAS°
_ EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. EER MUST APPROVE ALL PRE CAST UCTI 8• REMOVE SOIL 3> ENGIN CAST UCTURES.
E NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL 4, ALL CATCH BASINS OVER 3'®6~ DEEP SHALL HAV '.P SHALL HAVE OSHA APPROVED. STEPS 1'®2" O.C. (SEE STEP DETAIL).
g, - REQUEST FINAL APPROVAL BY TH
NISION OF LAND RESOURCES, LAND QUALITY SECTION, RESOURCES, D 5. PIPES IN STORM DRA1 GE STRUCTURES 5HA! JCTURES S BE STRUCK N WITH THE INSIDE WALL AND GROUTED AND BRUSHED SMOOTH•
MINIMUM OF FROI 6. ALL STEPS TO PROTRUDE A ~ OF ~ FROM THE INSIDE FACE OF UCTURE WALL•
issued for
7. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION ONFIGURATION, flR MATERIAL FROM THOSE SHOWN MAY ALSO SE USED PROVIDED THE CONTRACTOR HAS FURNISHED CONST UCTION DOCUMENTS
THE ENGINEER WITH DETAILS OF THE PROPOSED MULCH: yER OF E PROPOSED STEPS AND RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SAID STEPS• (AGENCY REVIEW 1 PERMITTING
SEEDING MIXTURE: AppLY #000 Ib/ac GRAIN STRAW OR EQUNALENT CO
SPECIES RATE (ib/acre) ULCIi1NG MATERIAL, ANCHOR MULCH BY 12' DEEP SHALL BEAST ANOTHER SUITABLE M 13, Y STRUCTURE OVER IALL BE A STORM DRAINAGE HOLE (SEE SEPARATE DE'l'AiL). dote
RYE (groin) 120 CKING w ASPHALT, ROVING OR NETTING, NETTING lS THE TA /
PERFORMED ANCHORING METHOD ON STEEP SLOPES. OF WA 9, ANY STRUCTURE WITHIN A NC-DOT RIGHT SEEDING DATES: HALL BE NC-DOT APPROVED FOR PROPOSED USE ANO SHALL NAVE A NGDOT APPROVED STAMP. JUNE 3, 209 RIGHT OF WAY S
INCLUDING BUT NOT LIMI TO: CATCH INS, AUG 15 TO DEC 30 MAINTENANCE: TCH INS, TOPS, RISERS AND PIPES. number item date
MOW NO MORE TITAN ONCE A YEAR, RE-FERTILIZE IN THE 1O PINEHURST tX'a1MEN'fS ~ $-31_09
SOIL ADMENDMENTS: SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MENDAlIONS OF SOIL TESTS OR APPLY EAS IMMEDIATELY. FOLLOW RECOM RE-SEED, RE-FERTILIZE, RE-MULCH DAMAGED AR
2000 Ib ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib ac 10-10-10 FERTLIZER.
I I F TIC T
CHOR S1RAW BY TACKING SEEDING MIXTURE: APPLY 40001b/ac STRAW. AN RATE Ib /ac1 Village of Pinehurat
RING TOOL SPECIES ~ ! ) YOU THE THE VILLAGE OF PINEHURST IS NOW REQUIRING A MINIMUM OF FORTY- w ASPHALT, NETTING, OR A MULCH ANCHO ib 1000 s ~ THIS IS TO ADVISE IINIMUM OF FORTY-EIGHT(48) HOURS OF NOTICE WHEN COnStNCtlpn plan Approval
/ CUE 175-200 3 / q K W BLADES 5ER NEARLY STRAIGHT CAN BE USED .TALL FES REQUESTING AN ENGINEERING INSPEC110N. fNSPEC110N REQUESTS MAY BE MADE BY CALLING THE I A OIS / Glg 20 1 ib/1000 sq ft BY CALLING THE ENGINEERING DEPARTMENT AT oT uMITED To: All Construction Methods and MaterMis shall be in accordance with the Village of Pinehurst,
ANCHORING TOOL KENTUCKY BLUE 295-1900. ITEMS REQUIRING AN ENGINEERING INSPECTION INCLUDE, EIUT ARE NOT LIMITED AS A MULCH
NURSE PLANTS: CT10N PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETC.) DENSITY TESTS MAINTENANCE: MAY 1 AND AUG 15, ADD 10 Ib/ac GERMAN MILLET 1. SUBGRADE INSPE / DENSITY TESTS FROM AN APPROVED GEOTECHNICAL Moore County Pubnc Utilities, and NCDOT Standards and 8pe~fica0©ns' In the e~+eni: of a conflict between sthndards, the more stringerd shall govern unless a written waiver is Issue
11LIZE IF GROWTH IS NOT FULLY ADEQUATE, RE-SEED, BETWEEN 15 RE-FER ROSION 15 Ib ac SUDANGRASS, PRIOR TO MAY i OR AFTER AUG , (nduding streets by the Viuage Engineer. Utility Insthl s and other Public Farxii5es, . s e-
FOLLOWING E ®R / ENGINEERING FIRM MAY BE REQUIRED. RE-FERTILIZE AND MULCH IMMEDIATELY ADD 40 Ib/ac RYE (GRAIN). '-ROLLING, DENSITY TESTS FROM A VILLAGE APPROVED walks, and handicap ramps, have bean approved by the Viifstge of Pinehurst and shall be
OTHER DAMAGE. PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING, DEN511 OR .AGE. lnstai~d unless s change is authored by prior written approval. Put~lc Sanitary Saver and
GEOTECHNICAL ENGINEERING FIRM MAY BE REQUIRED/ACCEPTED BY THE VILLAGE. SOIL ADMENDMENTS: UBlity Easements shall be retarded prior to final acceptance andlor Issuance of a Ce
PLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY SEEDING MIXTURE: AP Ib ac 3, PLACEMENT AND COMPAC110N OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT S fE AND ASPHALT SURFACE COURSES. INCLUDES of Occupancy by the Vulag®°
ROUND AGRICULTURAL LIMESTONE AND 1200 / SPECIES RATE (Ib/acre) #000 Ib/ac G STRINGLINES/GRADE CONTROL, PAVING AND ROLLING OPERATIONS, MATERIAL INSPECTIONS. INSPEC110NS. Meet Plan Approval Number
TALL FESCUE i00 .10-10-10 FERTILIZER. SURE TESTING, PIPE LAYING CHLORINATION OF WATER T D D EROSION
SERICEA LESPENOEZA 30 MULCH: iNSTALLA710N OF WATER AND SEWER MAINS AND SERVICES INCLUDING PRESSURE TESTING, PIPi BE LESPENDEZA 10 CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. KO U5E MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY TO MEET THE VILLAGES UTILITI E VILLAGES UTILITY ORDINANCES. NOTE. THE Er~ineering
LNG SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH PARTMENT ENGINEERING THE LIN DIN CONTRAC70R SHALL AL50 CONTACT THE MOORE COUNTY UTILITIES DE BENT ENGINEERING DIVISION AT 947-6315 TO SCHEDULE Firs ~ nt TROL NOTES
NURSE PLANTS: OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AN EEN MAY 1 AND AUG 15, ADD 101b/ac GERMAN MILLET Y 4000 Ib ac BETW RE U.IRING TEMPORARY LININGS, APPL / UTILITY INSPECTIONS AS REQUIRED BY MCPUD. Planning
S. PRIOR TO MAY 1 OR AFTER AUG 15, DRAINAGES NOT Q OR 15 Ib/ac SUDANGRAS D ANCHOR STRAW BY STAPLING NETTING OVER THE TOP, IRB AND GUTTER, ETC.) WITHIN PUBLIC RIGHT OF WAY. Mira gyp, Public
GRAIN , IT MAY BE BENEFICIAL TO PLANT THE GRAIN STRAW AN STALLA110N OF FORMWORK AND PLACEMENT OF CONCRETE(SiDEWALKS, CURB AND GUTTER, E ADD 40 Ib/ac RYE ( ) 5, IN
SES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS ALLOWED TO WASH GRAS MULCH AND ANCHORING MATERIALS MUST NOT BE INSTALLATION OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CATCH BASINS, FRAMES/GRATi INS, FRAMES/GRATES, OUTLET, PROTEOTION, ETC.) sheaf number
IN MARCH. N CLOG DRAINAGE DEVICES. DOWN SLOPE WHERE THEY CA :JECTION OA ALL WORK NOT INSPECTED AND ISSUANCE
FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHAH BE GROUNDS FOR REJECTION OA ALL N SEEDING DATES: MAINTENANCE:
~ .e, a nu CDGAI I~AI'fl V RG-4"F{?Tii t7F IN LATE WINTER nc e crnP~WORK ORDER UNTIL 7HE PROJECT IS IN COMPLIANCE. n d~
BEST t1vbblum
AUG 25 - SEPT 15 AUG 20 INSi'tci AIVU rccrnIR muwn - OCT 25 TO SOIL TESTS OR APPLY 150 lb/ac 10-10-10 FERTILIZER 3 lb/1000 sQ ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4". drmrn 6r RLC
FEB 15 - MAR 20 0 FEB 1 - APRIL ACCORDING decked by DER
SOIL ADMENDMENTS: ~ 4040-DETAILS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 lb/ac GROUND AGRICULTURAL LIMESTONE AND
MULfto Ib/ac 10-10-10 FERTILIZER.

4 d haw
EXISTING 109 49 36' MINIMUM
ROAD
ASSOCIATES
2:1 MAX DE$ION•$UILD DIY181®N, INC.
CUT SLOPE ~ , l., / i~ .tom i t, f k I ~ /
TYPICAL
~i201 Ma~ln Sim, SuS$ 2100
25'-0" STONE BASE 6a' HUMP TO DIVERT C~lumbla, S.C.292S1
RUNOFF FROM EXISTING
4'-0" 12'-0" 12°-0" 4°-0" ROAD Slx 803~72~3
_ 2 ~ ~ PER 1 °
1 SHOULDER
~ - SLOPE SLOPE SLOPE 2:1 ~.~ne~e~eamnraa+l~+oNn~aealantlHO~
? > , , 2~ 0~ I 2` ~ ; ~ FILL SLOPE i\\.\.? ~ f ~ , \ ~ \ ~ - TYPICAL ,LOPE tIEJ~ONME00P~tlBln®A1P61f'aEt1~N90F 4L nEU1~8TAtBBNiINE'AEPROP8i1110FeYU9BOCN~
! V r i ~ ~ ' ~ ~ ~ fi lc .,r . ~~~ti "^~^r`'~`" y : E ~1' ~ a ~ ~ l x .n.-.~`-i r a _ ~,~t. ~ J ~ f ~.V ~ r w 1 ~ ~~~.t. ~y-,~ r~-, C.~1 i _ i'~--f-j... aa~ "`f~~' ~ ~t~ f~ _°'~'ia~ Nidl(8C11AYILpYIIgtLANNOtEDIIRNIA1N0,1lRODUCNQ
F r r' ~ ~ / r att~uat~taaa~x~ooltr~tN:wHOttaatt~IRra~'It~
' ! r r is ? r ~ / ~ . ~ / / r / A~ / j r . / ' `r r ~ v / / ~ ~ ~ / ! ~ / / i r / " _ j®' GtWNIl960R11EOEN9Nii81~NW11igN'PEI~BIOgOF11E _ ~ so. MjN ~ane~rwtt~ai~earrot~
_
°
; , ~ 3098 CURB GUTTER 3
3" COMPACTED THICKNESS OF ~ ~ _ UM
_ _ SURFACE COURSE - SF9.5A
" 90" COMPACTED THICKNESS OF CABC PLACED IN TWO 1 1/2" LIFTS. UPPERMOST 24 OF SUBGRADE PA T
TO BE COMPACED TO 100 ON COMPACTED SUBGRADE COM C ED THE DENSITY SHALL BE CHECKED TO A MIN. 98~ OF MODIFIED PROCTOR BETWEEN U . r ~ ~ 1
STANDARD PROCTOR ~ ASSOCIATES
~ ~ , `=~t r' r ` ~ BNaINBBRINa~FLANNINfl~~FINANCB
~ ~ ' 1, ~ ~ _ ~ ~ £ , ~ ;t sp'\~°° 6 RE4IONAL DRtVB, SUfTB D PI[VBH(TRST, NC 28374 PH. (910} 295-3647
NOT TO SCALE x ~ ~ ` ~ 'C°~ FIRM LICENSE N0. 0459
6~ HUMP TO DIVERT ~
RUNOFF FROM EXISTING ~ ~ ' `.F t ` _ owner
n r~,:,. ~ ROAD 2»®" COARSE AGGREGATE f t e~~ FIRST HEALTH OF THE CAROLINAS
2:1 MAX 25'-0" STONE BASE (RAILROAD BALLAST) ON ti irs~ Health Hospice and
CUT SLOPE FILTER FABRIC alllative Carry
TYPICAL Inehurst, NC
6'-0" 128-0" 128-0" 6°-0"

projecf Home
2 n SLOP OPE SHO 2:1 MAX ER New Ho$pice House
`~~;r',f °'~,;v,,, 1 aI - 2.0~ _9 2.0~ S FILL SLOPE .,,~~~Ar. , LOPE v ~ ~ ~ , - TYPICAL P~ oTES: Plnehurs~, NC
~ i , / i .V,: < W: y ,r r , r,+.:. ;z. '`1 l t 4 d:r. / lr.~yct ~ ~ _ / ,i ~i ~ ; / r ? \ ~ J~> >C. ~ y - `+.-~:.,:~i / ~.~-i ivti~i lw 1 r /t J~ ".-?-•v~ r ~ 2
\ ~ ~ 1.:~~. 1®A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
. A. /rA?~ g r / ~ ~i/'r r. `%i %Y i/ r/ r=~... r-~.:.; r~/i~ r r r' 1 TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR NCDf1SR projecf number
FROM AN EXISTING ROAD. 2. STONE TO 8E 2 - 3 INCH WASHED
STONE RAILROAD BALLAST ON FILTER FABRIC.
i%,.~, > EXTEND STONE BASE 6 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL A/E prooo~# number
' " " BEYOND EDGE OF PROPOSED - 3 COMPACTED THICKNESS OF PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLJC STREETS OS.
SURFACE COURSE - 5F9.5A PAVEMENTS TYPICAL CSI OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING
" 10" COMPACTED THICKNESS OF CABC PLACED IN TWO 1 1/2' LIFTS. SIDE UPPERMOST 24 OF SUBGRADE WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ~~s/~
TO BE COMPACED TO 100 ON COMPACTED SUBGRADE COMPACTED THE DENSITY SHALL BE CHECKED AND~OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
STANDARD PROCTOR TO A MIN. 98~ OF MODIFED PROCTOR BETWEEN LIFT'S. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO ~e~~~~?l~~Rpyr
PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ~~~~~;,~~g~~al~~
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT ~,,Qo
NOT TO SCALE " PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, = : a S~Al. rr, "
2 COMPACTED THICKNESS OF SURFACE COURSE - SF9. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE 4 o33s35
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN, c?°• F
® REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL. 6.06 ~,~~~o
, ~ i /
://~/i ~'r NC
ASPHALT PAVEMENT PATCH ~ ` r_r= x; 1 t Y,i
t ( ~ N.T,.
O \ ~ \ \ \ i r \ r ~
+qp / / / `
3 8 ~ \ \ \ I P ~ i \ a
_ . ~ ~
EXISTING ABC... ' ~ ' .NEW. ABC'.12».MINIhfUM,DEPTH, , . . , I T T I I TILE T CONTRA
. UPPERMOST 24" OF SUBGRADE " 8 COMPACTED THICKNESS
TO BE COMPACED TO 100 OF CABC ON COMPACTED STANDARD PROCTOR THIS 1S TO ADVISE YOU THE THE VILLAGE OF PINEHURST IS NOW REQUIRING A MiNlMUM OF FORTY-EIGHT(48} HOURS OF NOTICE WHEN
5UBGRADE , ,a REQUESTING AN ENGINEERING INSPECTION, (NSPECTION REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPARTMENT AT
1 ~ 295-1900. ITEMS REQUIRING AN ENGINEERING INSPECTION INCLUDE, BUT ARE NOT LIMITED T0:
NOT TO SCALE SUBGRADE INSPECTION/PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETC,) DENSITY TESTS FROM AN APPROVED GEOTECHNICAL 1SSUed fOf
CO~fPAGTED FILL ` " ENGINEERING FIRM MAY BE REQUIRED. CONSTRUCTION DOCUMENTS
EXISTTNC sueGRADE PROP. FILL SECTION PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING DENSITY TESTS FROM A VILLAGE APPROVED AGENCI(REVIEW 1 PERMITTING)
GEOTECHNICAL ENGINEERING FIRM MAY BE REQUIREDfACCEPTED BY THE VILLAGE. dote
RARE EXISTING G 3, PLACEMENT AND COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES. INCLUDES JUNE 30, 2009
2 STRINGL(NES/GRADE CONTROL, PAVING AND ROLLING OPERA110NS, MATERIAL INSPECTIONS. ®r~~
~ ~ ~ 9
~ O ~ ~ ~ ® INSTALLATION OF WATER AND SEWER MAINS AND SERVICES INCLUDING PRESSURE TESTING, PIPE LAYfNG CHLORINATION OF WATER number item date 8-31-09
e~ / ~ ~ ~ ~.®,x MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY TO MEET THE VILLAGES UTILITY ORDINANCES. NOTE: THE ~ PINEHURST COhIMENTS
~ ~ - ; ~ CONTRACTOR SHALL ALSO CONTACT THE MOORE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 941-6315 TO SCHEDULE
\ ~ /e, UTILITY INSPECTIONS AS REQUIRED BY MCPUD.
/ ~ y ; INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE(SIDEWALKS, CURB AND GUTTER, ETC.) WITHIN PUBLIC RIGHT OF WAY,
~;x 1
LINING SHALL BE OF EQUA 3 AND IN ALL LOCATIONS AS 1 l3E of EQUAL KIND 6. INSTALLATION- OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CATCH BASINS, FRAMES/GRATES, OUTLET, PROTECTION, ETC.) ~ocAr~oNS As sl~owN
w ® ON PLANS OR AS OIRECTE[ )R AS DIRECTED. FAILURE TO SCHEDULE` THE. REQUIRED INSPECTIONS SHALL BE GROUNDS FOR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE
NOTES: SEE NOTES FOR LINING TYf FOR CININ'~ TYPES. OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE.
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED
SAW GUT: TACKED. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFlLLED WffH SUITABLE MATERIAL
AND COMPACTED TO A DENSITY OF AT LEAST 959'' OF THAT OBTAINED BY Village,o€ Plnehtrrst
COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS EXISTING OR PRO Construc~on Plan Approval
MOOIFlED BY NCDOT. GROUND 3. THE FlNAl. t' OF FlLL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY
EQUAL TO 100 OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ~ All Construction Methods and Materials shallbe €n aarordanoe v~ tt~ Vil~ge of Pin~urst,
ACCORDANCE WITH AASHTO T-180 AS MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTlTUTT:D IF APPROVED BY THE ENGINEER. `''"~!:r:;,-„__ , , Moore CauMy Public Utiiltiese ark NCI~T Standards and SpedfiCations. In the e+rent,of a ~ree# bile confl~t between standardse the more stringent shall govern unless a ~vrltten waiver ~;issued
4V/ 2 ~ 1 MIN. THE ENTIRE THICKNESS/VERIICAL EDGE OF THE CUT SHALL BE TACKED. ~ by the Village Engineers iJtll€ty Installadons and other Public Fadlitles, Ineludinp streets, side-
5. THE SAME DEPTH OF PAVEMENT MATERIAL. WHICH EXISTS SHALL BE REINSTALLED, COMPACTED- AND 3ERt~ walks,. and handicap ramps, have been approv®d by the Village cf Pinehurst and shall: be sa STAN;DARD
BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 2" THICK. ®~M 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED _ instaned unless a ohang®~ authorized by prior vedtten epproval. Publio Sanitary Sewer and
THOROUGHLY TO ACHIEVE A SMOOTH LEVEL PATCH. ` Udlliy Easemente.shelh be recorded prior to final acceptance andlor Issuance of a Cerflflcate ~
6" of ~axlpancy by the , e.
y: Plan Approval Numbly
12" DITCH DEPTH IN sheaf number
OR~NAL GROUND T2 ~ " _ Er>iglneering
- r___ w___~__a ~ RA
REV DESCRIPTION DATE APPROVED BY ASPHALT, . rre vepanumrt
® JISSUE FOR PUBLICATION 03/04 HJG L Planning
PAVEMENT i= r TV. Moore Co. Public Utilities drawn by RLC
PATCH
NOT TO SCALE DWG N0. 3.06 SHEET t OF 1 TEMPORARY DIVERSION DITCH checked by DER
4040-DETAILS
1

~
~ . ~
rr '~t „,.u. ASSOCIATES
PIPE OR SWALE TO ~ ~ ~ ~ ~ ~ ; ~ ~ DE~lION~BUILD DIVI$IOt~ ItrC,
t J - r, 7~:` ~i`':-'7?r~ C r ~~t LEVEL SPREADER .j~;~,r ~ t ~ r~~ ~ 4 o.
FROM WATERSHED INSTALL FILTER ' . » u a tixy, ~ 6"„ ibe JEnplnearalPNu'~tenl ~~r <
FABRIC AND `~,rs 6 x:_> INSTALL FILTER S~r.r " i-~" fA~ilC AND STONE ~ a. :'a • 'e ,I _ 141 M~In Stmt, Sulbe 2100
~ Viz; ~ ~ • ~ ~ ~ STONE k v C %H~ ~ umbia~, S.C.39?A1 ,,L
c; r~H_ 6" 1 , , ~ ,4 0 I - - X5-0000
' . ' CATCH BASIN a' ~ s r ~ 18 6 ,?7243
h ~ ~ ,;~i X57 WASHED STONE ~
_ . " ~ ~ : ~ DONUT" t..~ ~ - 1 ,~r
Y . REINFORCED ~ Aulllaxletl~staA~tonamtlaneHOwrn ~ ~tal~ottx~~o~Ilnalt~Alser~latwtsa~
<< CHANNEL u~ ~ ~ ~ ~ ~ Y^;: ~ ~ y~ ~ tlEtMl®~A1~ADlIt~1fEPI~P6lIYOF~ICA910f~f11a
.i Y~~ z;},~, t.~t~~~". " t~ ° L ;~al~cn~w,oa~lo~au~uanl~ar~a~ooucao
~:S C t~ ORQ~I~IlfiliO~I~+RODUC~IIEWH01E0RPI~taF11~E
ORIIMIIl~CR11ECE~ONII~OIIMAApUI'FBYIMOIIOF'iliB w ~Ag11BCrW1LlE~CI'TOtd111LIMAlON,
7. ~ iINtALQRAOE ,t..
(SEE PLAN)

. ~ i, FILTER FABRIC ATTACHED TO 19 GA. HARDWARE CLOTH H ,I I I ~ M=3 (MIN}
1' WIDE LEVEL 2" STEEL ANGLE FILTER FABRIC ATTACHED
' ~ SPREADER LIP - SET 98" INTO GROUND TO 99 GA. HARDWARE CLOTH
I~ " 4r N0. 57 WASHED STONE 2 STEEL ANGLE
a 1B" r SET 98 PNTO GROUND r Y, ASSOCIATBS
` . FLOW 3 LAYER OF ~ r~ : " ' S7 STONE 92 <L ,r. GROUND 57 WASHED STONE Nom: H~8 ~ ~~''~'`~i°D~ BNaINBBRING}~PLANNINa~FINANCB
PATH # .;u ~.4~ ~z r~'~ ~ ~ 9E 12" CMU r r~ '~3' ~ OPENING z ~ x DONUT" . , 1 6ItF3GdONAI. DItdVB, SUTfS D PIlVEHURST, NC 28374 PH. [phone]
w PaRCE . a ~ 92" ~ , ,II,_ fl..wk SE~~ FIRM LICENSE N0. 0459
FILTER FABRIC CATCH BASIN < ~ ~ ` - COATING
` TUCKED INTO ` • m. " " " ~ a x8 TRENCH 96" ~~dl-~'` il~= _ t. CLASS QR Io~DIMI SIZE OF R~-RAP A#ID , NfiDTFI AND DEPiFi ~ OWner Il-~ ~ _ T8 6E D SY THE ENdNEER,
AND BACKFlLLED - ~ DROP INLET
WIDE FlLTER FABRIC ~ . . ~ 3 FT ' SECTION TucKED INTa 2. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL "~RST ~"I~~TII O~' T~E', ,~j~RV~.,~N/'~?S BE PERMITTED,
STRIP OF FlLTER FA6RIC 8"x8" TRENCH 98 1~ 3. RIP-RAP SHOULD EXTEND UP 80TH SIDES OF THE APRON AND AROUND THE END V~
CHANNEL ' m • ' AND BACKFlLLED ' ~ SECTION J OF THE PIPE OR CULVERT AT THE DISCHARGEOUTLET AT A MAXIMUM SLOPE OF R~~II~I•~s ® 3:7 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT. NV
LEVEL 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SPREADER UP 18~ X 8~ CONCRETE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
FOOTER NOTES` SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE protect Home APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
9. ATTACH WIRE AND FABRIC TO POSTS ON UPHILL SIDE OF FENCE
SECTION WITH APPROVED FASTENERS. PLAN 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM New`Hosplce House WIDTH OF THE RECEIV4NG CHANNEL MAXIMUM TAPER TO RECEVING CHANNEL 5:1. PlnehUrst, NC
2. FlLTERS SHALL BE INSPECTED AFTER EVERY RAIN AND REPAIRED AS REQUIRED. ® 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FlLL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH 9/5 HEIGHT OF BARRIER. CHANNEL SHALL NOT BE ALLOWED. NCDNSR project number
project nUmbel
REV DESCRIPTION DATE APPROVED BY or r~, RIP-RAP ` seals/sr~nor~ire
E; ' 3 ~~1~ ~t <I1~,~ .ta~~}~~;, ~0 ISSUE FOR PUBLICATION 06/04 NJG APRON
~ A. ~ ~~l;~#~{ ~ t 4th ,1. d ! ` "e0 Tyr'.. IT i~F3 ~ }P ..1~: AT CULVERTS Y , : ~ z ~~illurrrr
- w~ ~ 1. 3 fi t COIR BAFFLES ~ s ~ . . fat NOT TO SCALE DWG N0. 5.07 SHEET 1 of 1 ~a~AV~ CA~?Or/j~~
r STEEL STAKES -PAINT STRIPE .
1 2 DEPTH OF TRAP. ` T'j AT / L s , 3 REQUIRED -SPACE AS DIRECTED ~ `.t :4 SERI. ~'e
BY ENGINEER, 5 FT. ~ 038635 e
MIN, 3600 CU FT./ACRE i`4,~ F Q Q;•
~ VOLUME OF BAS ~ s
~ ° k NATURAL ~~,%l~!%,,
GROUND _ - i 5 FT> MAX. a' ~
~~3~~~~
EXCAVATED CLASS "B" SUPPORT POSTSa TRAP FILTER FABRIC " TTOM OR SIDE
RIPRAP 24 INTO BO
CROSS SECTION SUPPORT ROPE oR WIRE
EMERGENCY BY-PASS TO PREVENT SAGGING 8 MAX. FOR STD. STRENGTH FABRIC
6" BELOW SETTLED WITH WIRE MESH REINFARCEMENT OVERFlIL 6" TOP OF DAM
FOR SETTLEMENT STAKE TO CT I TICS T®CONT
DESIGN SUPPORT WIRE
' SETTLED 29" MIN. TOP THIS IS TO ADVISE YOU THE THE VILLAGE OF PINEHURST iS NOW REQUIRING A MINIMUM OF FORTY-EIGHT{48) HOURS OF NOTICE WMEN
. - ~ REQUESTING AN ENGINEERING INSPECTION. INSPECTION REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPARTMENT AT
~ ~ ~ ~ _ ~ w ~ ~ ~ W R LENGTH - ~ ~ ; ~ TOP OF FABRIC 295°1900. ITEMS REQUIRING AN ENGINEERiNG'INSPECTION INCLUDE, BUT ARE NOT LIMITED TO: RIC
' ~ - _ ~ , ~ LLLL LLLLL LLLLLL LLLLL ~ LLLLL LLLL ~ SHOULD BE 6 ~ ~5-F?f,~ ~.a , - ~I _ ~ ; NATURAL. , i ~ ~ _ , _ _ - LLL LLLLL LLLLLL LLLLL LLLLL LLL ~ HIGHER THaN 1. SUBGRADE INSPECTION/PROOF ROLLING(5TREETS, 51DEWALKS, FIRELANES, ETC.) DENSITY TESTS FROM AN APPROVED GEDTECHNICAL issued fOr
~ cROUNO LL LLLLL LLLLLL LLLLL LLLLL LL sPIU.WAY INVERT, ~ ~ f _ ! ~ ENGINEERING FIRM MAY BE REQUIRED. CONSTRUCTION DOCUMENTTS
; _-s~ ~ _ "ExrEND FlLTER FABRIC LLLLLL LLLLLL LLLLL LLLLLL TOP of aAFFtEs ~ (GENC'~ REVIEW 1 PERMITTING
. , ~ ~ . ~ ~ % . . ~ , ~ f~ , ; , 6' INTO BASIN BANK . , OWLD BE 2m ~ ; LLLLL LLLLLL LLLLL LLLLL ; j;- sH , ~ : <<~ ~ 2:9 sIDE , LLLLL L LLLL LLLLL LLLLL ,f , LOWER THAN 2m Z, PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING. DENSITY TESTS FROM A VILLAGE APPROVED ~ T~' GEOTECHNICAL ENGINEERING FIRM MAY BE REQUIRED/ACCEPTED BY THE VILLAGE. dpte
FlLTER ~ MAX. SLOPE . ' OF THE S. ~5.
FABRIC 3 FT. ~ ~ ~ , 1:1 SIDE ' ~ MIN. ~ . ~ • IJ PLACEMENT AND COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES. INCLUDES J NE 30, 2009
MAX. SLOPE ~ ~ ; STRINGUNES/GRADE CONTROL, PAVING AND ROLLING OPERATIONS, MATERIAL INSPECTIONS.
STONE SECTION ` ~o INSTALLATION OF WATER AND SEWER MAINS AND SERVICES INCLUDING PRESSURE TESTING, PIPE LAYING CHLORINATION OF WATER number item dote
COIR :MESH OR SIMILAR, STAPLED OR MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC, NECESSARY TO MEET THE VILLAGE'S UTILITY ORDINANCES. NOTE: THE ~p 8-31-09
NOTE CHEO INTO 60T1'OR~ OR SIDE- CONTRACTOR SHALL ALSO CONTACT THE MOORS COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 947-6315 TO SCHEDULE O P9~EHURST
INSPECT TEMPORARY. SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE UTILITY INSPECTIONS AS REQUIRED BY MCPUD.
SEDIMENT AND RESTORE TRAP':TO ITS .ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS NOTES: ACCUMULATED- TO 0, N,E~HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE .SEDIMENT THAT IS INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE(SIDEWALKS, CURB AND GUTTER, ETC.) WITHIN PUBLIC RIGHT OF WAY.
REMOVED IN A DESIGNi4TED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE 9. INLET ZONE (A} SHOULD HAVE 35~ OF SURFACE AREA.. FIRST .CELL
GRAVEL FACING. (B} SHOULD HAVE 25% OF SURFACE AREA,'SECOND CELL (C) SHOULD HAVE 254 OF SURFACE AREA AND THE OUTLET 20NE (D) SHOULD HAVE INSTALLATION OF STORM DRAINAGE SYSTEMS{PIPES, TRENCHES, CATCH BA51N5, FRAMES/GRATES, OUTLET, PROTECTION, ETC.)
9591 OF SURFACE AREAe FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL 8E GROUNDS FOR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE
2. GRADE THE BASIN SO THAT THE BOTTOM 15 LEVEL FRONT TO BACK OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE.
AND SIDE TO SIDE.
P H ED U LE 3. STEEL P05TS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHESB TEMPORARY SEDIMENT TRA SC SPACED A MAXIMUM OF 4 F~'f APART. Village of Pinahurst
4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS PIECE ACROSS BASIN. Construction Plan Approval
ZONE 1 ZONE 2 ZONE 3
TOP BAFFLE BAFFLE BAFFLE 5. INSPECT BAFFLES AT LEAST ONCE AWEEK.-.AND- AFTER EACH RAINFALL MAKE ANY REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN Cf ® Ali Construction Methods and. Matedals shall. in aax~rdance wig tits Village of Pinehurst,
DISTANCE DISTANCE DISTANCE REACHES HALF FULL Moore Couniy Publ~ Utilities, and NCDQT Standards and Speaficetbns. In die event of a
TRAP DISTURBED LENGTH WIDTH DEPTH WEIR FROM FROM FROM 6. REFERENCE NCDENR LAPlD QUALITY SECTION DESIGN MANUAL 6.65 confl[cf between standards, th®mon stringent shall govern unless a wr8ten waiver is sued `
NUMBER AREA ACRES FT, (FT.) FT. LENGTH OUTLET OUTLET OUTLET ~ ~ by the Village Engineer. Utility Installations and other Public Fadiilies, inducting streets, s~e- walks, and handicap ramps, have beer) approved by the Vii~ge of Pinehurst and shall be so cT • ~1 DA~
1 0.95 81' 31' 3.5' 4.0' 36' 24' 12' Installed unless a change is authorized by prior writken approval. Pubis Sanltaly Sewer and ~7 ~ I~V~
UOlity Easements.shaif be recorded prior to tlnal acceptance andlor Issuance of a Certifyate ®E"'~'~Lg
2 1.60 79' 40' 3.5' 5.5' 45' 30' 15' of Occupancy by th®Vlllage,
Plan A~rova! Numt~r
3 0.83 62' 31' 3.5' 3.5' 36' 24' 12'
Engineering sheet number
4 1.45 75' 38' 3.5' 5.0' 45' 30' 15' Fire [?epar6ttent A
5 1.23 70' 35' 3.5' 4.0' 42' 28' 14' p
t GROUNDCOVER THAT IS SUFFICIENT TO RESTRAIN EROSION MUST BE PLACED ON ALL DISTURBED AREAS WITHIN. FIFTEEN . FlFTEEN PBanning U13 VASE OF Moore Co. Public Oti itless C&ENDAR drown by RLC
15' WORKING DAYS OR THIRTY 30 CALENDAR DAr (WHICHEVER IS SHORTER) AFTER COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
chwka by DER
4040_DEr'AILS

. BURY THE TOP END OF THE LINING IN A TRENCH • , y 4 OR MORE IN DEPTH. TAMP THE TRENCH FULL SOIL,
. ' ~ . • SECURE WITH ROW OF STAPLES, 10 SPACING, 4 DOWN ®WNIL PRECAST CONCRETE CONSTRUCTION NOTES
P q ~ 8 MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE {MIN. 14 GUAGE 6"X6 WIRE} , . FROM THE TRENCH. OVERLAP END OF TOP STRIP 4 " a ociaTEs 1. ALL PRE CAST COMPONENTS SHALL MEET REQUIREMENTS
° AND STAPLE< 6 MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE . ASTM C-478, LATEST REVISION, AND ASTM C-890. DES 10 N• B U I L D D I YI S 10 N, INC.
0 '
v 2> ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B",
~a~cf~~:,~°~; ~s~Y y ~ METAL STAPLES 3000 PSI MIN. 1 1 ~I~n 8trwt„ Su1be~100
unt~is, S.C. 3920'[
3, ALL PRE CAST SECTIONS SHALL BE CONSTRUCTED PLUMB. •
~ ,4+7,~X~ -wlrt.f. ~ Uw ,t~ II 5 STEEL r~- ~ ~s~r.; t ~ , ~
POST MIN. 1.33 LB LF ~ ' ~ ~ 'x~ y -.~L~~ ' ~ . . ( ,.~~.I~,. ~t ~ ~ 4. iF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH
PLASTIC OR ~ . ,t ~ . WATER TABLE QR UNDERGROUND WATER IS ENCOUNTERED, THE CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE ,~p~g~y®,TMgp~pgpp~p
- ~ ~ WIRE TIES r _ ~~~„f ~ ~Y ~ ~y ~d AS DIRECTED IN THE FIELD BY THE ENGINEER> tIB~ON7M~C~V~BII~A6ptgr~EIAW~OF
-~~~~`18" TO 24'~~ ~""~h°` ~~r 1498 nEUi~~T~?tBBIIIOAtE'ItEEPI~P8N1fOFaIlcA9lop111BB
WIRE ~ ~ # 4 ~ 10 . THE PRE CAST SUPPLIER SHALL BE RESPONSIBLE FOR THE
FENCE ` ~ ' ~ STRUCTURAL DESIGN OF THE STRUCTURE AND, WHEN REQUESTED
~ ~~w~~ M EXISTING ~ ~ . . . GRADE , ~ BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN
1®1 f 2" CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A
~~(k. ~f~e ~ 'Fri"~ ~ ~ lil ~a. ~ ~ I ~ ~+yL ~
TA REGISTERED STRUCTURAL ENGINEER,
4 r~~ G~ ,~hy~ ~I ~~nt.'~' ~j '`fir. ~ ~ I y , . ; 6. THE PRECAST SUPPLIER SHALL SUBMIT BUQYANCY •
EXISTIN s , ~ ~ . , ' . _ _ _ ~;;v,; , . CALCULATIONS TO VERIFY ANTI-FLOATATION OF WET WELL
GROUND ~ ~ ! • 't, : • . ; ~ CONTRACTOR SHALL MODIFY STRUCTURE AS REQUIRED ~'0
KIND 8 DOWN & 4 . ' . ~ LINING SHALL BE OF E4UAL :QUAL KIND ENSURE ANTI-FLOATATIQN AT NO ADDITIONAL COST TO OWNER.
FORWARD ALONG y,;.'~~ ~ ; AND IN ALL LOCATIONS AS SHOWN WIRE SECTION VIEW ~ ~ ' ` ; ~ Ea ON PLANS OR AS DIRECTED. IASSHQWN ASS®CIATBS
THE TRENCH ; ~ ' ~ ~ , ~ ! ~.`~~e~f x = FENCE ; , , 4, • ~ ~ ~ ~ ~,F ~f I ~ ~ SEE NOTES FOR LINING TYPES. :CTED. TYPES. BNtIINBBRINa•PLANNINa•FINANCB
FILT R ;t t ! E dui ~ 6 RBCIONAL DRIVB, SU11'S D PINBHURST, NC 28374 PH. [phone]
FABRIC STING ~ ~ ' ~ • ~ FIRM LICENSE N0. 0459
STEEL ~ ~ • GROUND _ • . ; . POST
~ , ~t BACKFILL TRENCH ' `r owner
AND COMPACT NOTES: N T ~ 1.5~
THOR UGHLY ,e , , ALLOW 3 MIN. OVERLAP ~ ~ FIRST HEALTH OF THE CAROLINAS
1. FlLTER BARRIERS SHALL BE BETWEEN PARALLEL STRIPS „ PRESS ENDS OF LINING 4 \ ` INSPECTED IMMEDIATELY AFTER 2,09 First Health Hospice and
`i'~ " pSl. INTO THE SOIL AROUND STRUCTURES AND f ,~,r , ~ s ; ;,4 MIN, \ , , ; U~~,„,~. EACH RAINFALL ANO DAILY alliatlve Care
- ~ \ ~ ~'~,`~'~~j~ " RFA) DURING PROLONGED RAINFALL. STAPLE SECURELY ;,,.;~,,.,,\i~: : ~ 8 BED A ,r,,;~r,....,v~~~. DISTUR ~.o~ Inehurs~ NC
~ REPAIR SHALL BE MADE AS ~f~ MIN.
; NEC Y. 7, l' ~ 1 ' `j' rl 1
, 2. FABRIC SHALL BE REPLACED project Home
. ~ , ~ ~ NOTESe ~ PROMPTLY IF FOUND TO BE Nsw Ho$pi~ House
%f ~ , IN DISREPAIR.
1 < INSTALLATION OF LINING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. Plnehurst, NC
3. SEDIMENT DEPOSITS SHALL
BE REMOVED AFTER EACH 2. SEE PLAN FOR CHANNEL DIMENSIONS. STORM EVENT AND WHEN 3< LINING TYPES SHOWN ON THIS PROJECT ARE AS FOLLOWS> NCDNSR p%ject number
. SLOPE SLOPE LENGTH(Fl') MAX AREA(SQFT) DEPOSITS REACH o,
APPROXIMATELY 1 3 HEIGHT A) EXTENDED TERM EROSION CONTROL BLANKET-USE STAPLE PATTERN D
<2% 100 10,000 OF BARRIER. MATRIX; 70% STAW FIBER - 0.351b d z ~ ly ) A/E project number
2 TO 5% 75 7,500 30% COCONUT FIBER (0,1,51b,/y~ ) 3® STAPLES PER SQm YD•
5 TO 106 50 5,00.0 4. REFERENCE NCDENR LAND - 500 NETTING: TOP SIDE HEAVYWEIGFIT FHOTODEGRADABLE WiTN UV ADDITIVE 3.Oibs/1,000ft 10 TO 20% 25 2,. QUALiTl' SECTION DESIGN {
>20% 15 1,500 • 6 BOTTOM SIDE LIGHTWEIGHT PHOTODEGRADABLE 1 <5lbs 1,000ft ~ MANUAL .L32 ( / ) TAP LE PATTERN se~~s~nn~~
TRREAD: DEGRADABLE
~~`~~tN iC'~~t1 r'r,, • • • • , f
~~~`p~'®~~5$~Q~gS/y'?
N.T.S.
~ e o3VV47ii ~ .
r • • ~Q•
0
4' ° 10 36 MINIMUM
EXISTING ROAD - g:g~.~~'
-111- ~y -11 a ae~~
- 5~ P ~ ~
t ~°>~ti Ifs ~~r ~,~r ~ r~ ~ r ~ J
'tiys~.r a. r ~-.l \tih.,i > ~'r,~''9 % c~-./"'.»/ r ~ ':r -:-a r ~ - I1-
'I I =1 11=i 6 HUMP TO DIVERT ~-I I ( I I
RUNOFF FROM EXISTING .I I [-_I ° I
ROAD =I I II I I I-
(-1 II-1, -III I~
11=! Ill- T CT I I TICS TO C NTRA
=11 i 24" MIN 24" MIN
30° MAX - 30" MAX THIS 15 TO ADVISE YOU THE THE VILLAGE OF PINEHURST IS NOW REQUIRING A MINIMUM OF FORTY-EIGHT(48) HOURS OF NOTICE WHEN
(15" MIPIj lp~ I I- REQUESi1NG AN ENGINEERING INSPECT10N, INSPECTION REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPARTMENT AT
o ~.;KY;_ Sa' _ . I 295-1900. ITEMS REQUIRING AN ENGINEERING INSPECTION INCLUDE, BUT ARE NOT LIMITED T0: lSStled fOr
oQ' MIN I}~ I . ' 4 - - - ~ - SUBGRADE INSPEC110N/PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETC.) DENSITY TESTS FROM AN APPROVED GEOTECHNICAL CONSTRUCTION DOCUMENTS
ENGINEERING FIRM MAY BE REQUIRED. AGENCY RE111EW / PERMITTING
~ ~r`~`?:r ~ 36 ~ ~=11, I I~ I ITI I ~-I ~ I I , , , _ MjNI r > a~ M Z. PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUOING PROOF-ROWNG. DENSITY TESTS FROM A NLLAGE APPROVED dote
<c.~ U ~ t ~ ~ GEOTECHNICAL ENGINEERING FlRM MAY BE REQUIRED/ACCEPTED BY THE VILLAGE. JUNE 30, 2009
~ 7 WASHED STONE ~ . ~ ~ ~ ~ y., PLACEMENT AND COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES. INCLUDES
i;r ~ ' „ r r~ ~ z G .6 r ,f ~u~ zr..~ X1.1 ~ rye.. t ' ~I , STRINGLINES/GRADE CONTROL, PAVING AND ROWNG OPERATIONS, MATERIAL INSPECTIONS. ® rwmber item date__
~ ~%i ~ ~ _ d INSTALLATION OF WATER AND SEWER MAINS AND SERVICES 1NCLUDENG PRESSURE TESTING, PIPE LAYING CHLORINATION OF WATER 0 9-3t-~
~ ~ .r, 'J~ 6 HUMP TO DIVERT t. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH t~NEHURST COMMENTS MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY TO MEET THE NLLAGE'S U1ILITY ORDINANCES. NOTE; THE
RUNOFF FROM EXISTING , 5 `'v`~%c, `-r-,'- ~ " MUST' BE ALLOWED FOR COMPACTION OF FILL TERIAL, 13ACKFIWNG OF CONTRACTOR SHALL ALSO CONTACT THE MOORE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 947-6315 TO SCHEDULE
ROAD z TRENCHES SHALL 8E ACCOMPLISHED IMMEDIATELY THE PIPE IS LAID 2 -3 COARSE AGGREGATE , tip, Fr UTILITY INSPEC110NS A5 REQUIRED BY MCPUD.
RAILROAD BALLA ON 0 THE FILT- AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6 . ( ~ ti
FILTER FABRIC UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS ®EEN PLACED. COMPACt90N INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE{SIDEWALKS, CURB AND GUTTER, ETC.) WITHIN PUBLIC RIGHT OF WAY.
REQUIREMENTS SHALL 8E ATTAINED gY THE USE OF THE MECHANIG41. TAMPS INSTALLATION OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CATCH BASINS, FRAMES/GRATES, OUTLET, PROTECTION, ETC.)
ONLY. EACH AND EMERY LAYER OF BACKFILL S 9E CED LOOSE AND FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL BE GROUNDS FOR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE
THOROUGHLY COMPACTED INTO PLACE. OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE.
2. ALL @ACKFILL MATERIAL. SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95
OF STANDARD PROCTOR. THE FINAL 2° BELOW FINISHED G E 9E 1OO%.
ll4IES: 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE 3® ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDSo Village of Pinehurst
TRAFFlC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR ~ Construeion Plan Approval
4. KFlLL MATERW. BENEATH ROADWAY SHALL BE SELECT CKFlLL LAL, ~ FROM AN EXISTING ROAD. 2. STONE TO BE 2 - 3 INCH WASHED
- STONE RAILROAD BALLAST ON FILTER FABRIC. 5. HAUNCHING SHALL L3E WITH X57 OR 7 WASHED STONE All Construc6lon Methods and Materials shall be In aa;ordance with the Village of Pinehurst, ~f
3. THE ENTRANCE SHALL BE MAINTAINED IN A COND~ION WHICH WILL UNLE~ OTHERWISE APPROVED BY THE VILLAGE ENGIN . Moore County Pubflc tJtiEtres, and NCD4T dards and Specifications. in the event of a
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. T115 MAY REQUIRE PERIODIC. TOP DRESSIiJG conflict beiwean standards, the more shingent shall gavem unless. a wrftten waiver k issued
WITH ADDITIONAL STONE AS CONDmONS DEMAND AND REPAIR by the Village Engineer. Utilliy Instal flans and other Public Fadlifiels, ~duding sheets, side- STANDARD
AND OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. walks, and handicap rams, have been approved fy the Village of Pinehurst ark shad be so installed unless a d~anga ~ authorized by prior wrihen approval. Pul~c Sanitary Sewer and DETAILS
4. ALL SEDIMENT SPILLED,- DROPPED, WASHED OR TRACKED ONTO UtHity Easements shall be recorded prior to final acxeptance and/or issuance of a Cerblflcate
PUBLIC STREETS: MUST` BE REMOVED IMMED~TELY. of Occupancy by the Village,
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC .STREET, WHEN WASHING lS REQUIRED, Plan Approval Number
IT SHALL BE DONE,ON AN AREA STABILIZED WiTN CRUSHED STONE sheet number
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. Engineering
C DCG'CDCAIAG AN!flCA1D i AAIfl AfGP IN CMTIAAI 11GCIAAI ldAAN IA, . 6 At R~/ n~sr.Ri~nn~ neTF epalznv~n av or' PIn>, `
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® ISSUE FOR PUBLICATION 06/04 HJG
z STABILIZED CONSTRUCTION ENTRANCE FOR STORM Planning
DRAIN PIPES ~r Moore Co, Public Utilities drawn by RLC
N.T.S. NOT TO SCALE DWG NO. 5.08 SHEET 1 OF 1 r ° ,amp r' d1ec~byDER
4040-DETAILS