20091096 Ver 1_Stormwater Site Plans_20091223

NOTES:
i
1, THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHT-OF-WAYS AND AGREEMENTS OF RECORD PRIOR TO THE DATE OF THIS PLAT. ~ ,i
THIS SURVEYOR DID NOT PERFORM A TITLE SEARCH ON THESE PROPERTIES ~ ~
I _ - Y ~~NOP r~,i 2. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING ~ ~ ~ CORNERS FOUND, EXISTING BOUNDARY EVIDENCE, AND DEEDS n ~ ~ ® ~ I n 7 C
I Cp,RSON WA ENED ~ B ~ LEGEND ~ ~ SL q•4) - / ~ AND PLATS OF RECORD IN MOORE COUNTY REGISTRY, t'1 /'1 G
PC 1 I ~ ~ ~ I ' N84°22'06 • 3:•:•:•:: ~ 3. ALL DISTANCES ARE HORIZONTAL GROUND. DESIGN -BUILD D I V I S 1 0 N, I N C,
( :•:~•~7:,~ I I ~ 4. ALL AREAS BY COORDINATE COMPUTATION,
® EIR EXISTING IRON ROD ~ ~._.;{r.:{...:..{•}': • I r'• M 5. TNIS SURVEY IS LOCATED IN SUCH PORTION OF THE COUNTY OR MUNICIPALITY ACC111teCtS/Engln@erslPlanners
® EIP EXISTING IRON PIPE ~ t'`~" " " ~ ' t'. N THAT IS REGULATED AS TO AN ORDINANCE TNAT REGULATES PARCELS OF LAND X201 Main Street, SUlte 2100
E15 EXISTING IRON STAKE t ~ ~ ® IZ F'•; , ~ TI OTHY SAMUEL COPPER l 1::..' L42K:28504 LOT 89 PH II 6. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS AND PLATS OF RECORD AND NOT AN ACTUAL FIELD SURVEY. Columbia, S.C. 2920'1
o ECM EXISTING CONCRETE MONUMENT 1 D,EEO BOOK 903 PG. 235 7, PROPERTY IS ZONED R-20 tel. $43.256.0®0®
t . r o BSM EXISTING BROWNSTONE MONUMENT ~ I ~ ~ ~ ~ ~ ~ I w o F ~
o COMPUTED PROPERTY CORNER (NOT SET} Q I ~t ' 1,,,,,,,,,,,,,,,,,0......... I I ~ ~ fax [phone] F
WATER SPIGOT , ~ 1 C1 ~:•:.•.•.•::.•.•:.•.•:..•.•r.:...,:•,:' I LOT 89
~ POWERPOLE ~ '1 I ' ~ 1 V•; ALL RIGHTS RE~RVED. THIS DRAWING AND THE DESIGN SHOWN
~ AREA LIGHT o I i...,••••.,•••,••••••, j TNEREON ARE CAPYRIGHTED AS PRESCRIBED BY THE LAWS OF
H FIRE HYDRANT r, 1 • ` ~ F rn ' ~ 4• ~ 1 THE UNITED STATES AND ARE THE PROPERTY OF GMKASSOCIATES
~ WATER METER J 1 I ~ ~FE NAND PARENT & EVELYN ARCHITECTURAL DIVISION. ANYONE DUPLICATING, REPRODUCING
® TELEPHONE .PEDESTAL ~ I ~ / /.•:.•:.•:,•.•.•,•:.•.•.•.•:.v.•: • RK:28503 LOT 88 PH II Q I O D ED BOOK 2975 PG. 194 NC NWY #73 SR ORCAUSINGTOBEREPRODUCEDTHEWHOLEORPARTOFTHESE ~BQ~ ` DRAWINGSORTHEDESIGNTHEREDNWITHOUTPERMISSIONOFTHE
SIGN I I I A•:.:•;•:•:•:•;•:•,•....... , u1 I U I S ~ G~ ARCHITECT WILL BE SUBJECT TO IEGAL ACTION.
d SANITARY SEWER MANHOLE J ~ r•`'` • J CHRIST COMMUNITY CHURCH II ~ I . LOT 88 s y
rp WATER VALVE DB 3062 PG 592 o r,•. \ 4 UNDER CONSTRUCTION N °T so ~
~ SEWER CLEANOUT 1 ( ) o ~ •
o .POWER HOOKUP ~ v ~ o ~'•'•:>?~;~OP:,~b~i>±:~,:}}•:.;,:~• r \ ~ ~ ~ ~ ~ ~ SR '~16 SITE ~ ~ • ~ ~ ~ ~ ~ x
I 1 J ~ ~ :o:~a' \ BOUNDARY LINE Q I \ I FFF
SURVEY TIELINE I ~j 3 tJ,};;;;;;;;;;;;;;}:~:~:~:~'~•~;~;~:~:~:•:~~~•.•~ oq \ \ Q I F.'~ ~ I II~~ \ ~ ,Vn
- - -OF-WAY ~ I cR . AFRO \ ROAD RIGHT f, eF 2oso tirc z ..L-~~. I ~ ~ "PINEHURST"
~ e r $0 3c k ~ LOT 87 EDGE OF WOODS l °k ~ °r a6 ~o _ '''IASS(~CIATES
i r.•.•.•.•.•.•. - - - - - - UNDERGROUND POWER ^ ~ 8, ~~u..-::'':~:"`.•, , , , , , . , , , pG' S4r \ UE s I; LOT S6 0 `HWY NC NWY W E o ENGINEERING•PLANNING•FINANCE ~ ~2 ~ 1 6 REGIONAL DRIVE, S[JiTE D PINEHURST, NC 28374 PH. [phone]
SS SANITARY SEWER CENTERLINE Q ~ .k I•~•:•:•;•:•:•:•:•:•:•;':':•;•~•>~<••'••~'• ~ ~ - _ ~ 0~ ~ - _ ~ a Q~ h~ ~ G ~2 ~ FIRM LICENSE N0. 0459
---s-------°- STORM SEWER CENTERLINE ~ I ~1 , , \ fAMes L. L ti, ti ~~~~Q A~ S S U ~~,ti ~ PNAS ~ S ti~
- SPLIT RAIL FENCE / goo. ~RKr28so HLEEN c, o w ~ P o~^`~ X X ' I 2 Lo ~ . o ~ J I :i.~ E BOOK r 85 PH II \ c~ d ~ 2 ti J r,'............ t t (V ~Y a ~JO~ry ti6 p~AP Cqg, f 2 pN11' 1 G ~ \so ~ Z
97 2 w P G 1'N 0 1 FOOT CONTOURS (MINOR} • i ~ v~~ 6;00 ~ I SllOeS 43g, ~ ~ OWner
\ / ~ LOT 85 ~ao~ " ~ ^6° - - - 5 FOOT CONTOURS (MAJOR) , ll,~,~: : .Gll..:''''~' s~,, \ ~"ba WamN ° ~Yo ego ~P° e~ti~~ 45g
L ODPLAIN BOUNDARY ~'i, e~ry°j `>zo~\ a APPROXIMATE F 0 ~ 102' ~ E / °~"'o~" o ° ~ r \ LOT 82 ~ a~~ / o. o~~oQ~, o\~~,` ~ ~I CI I~ I TY MAP `i FIRST HEALTH ®F THE CAROLINAS
(SEE NOTE) ~ .f,. vo ~ Q 4 g ~ i a i m p ~ LoT s2 / ~J~a~o~~~~ ~ e ~,~oQG ~~,~,Q NTS ~ First Health: Hospice and
I•' • • . 'a WET LAND AREA ~ E J k ~ ` ° ~i • r' ' ~ `~''o w LOT'83 '~a~83 LOT 81 'P~~\°•~,~ 40 ~9\~ ~ ~ePry6eG ~ Q~h ~ r~,~~~,~~ Palliative Care.
z(o ~:s~~~. SS e~~~°OLOT 80 ' ° °a ~ , Pinehurst, C
~ 3 \ 3v:• ,E^1 •~~NE;qE•.•.v.•:::•.~.~:•'•::~9:• 27 6~ 2 .,1~•.Q•.r~~.' o~~~tio0 ~ zoQti o oo,Q FyG
. ~'~4:•. L2 ~ `'a`~~'LOT 79 : o ~ / ~P~~~Q~ ti ~ RSTJ
eWryO W ~4~g^~ \ :v^=:~;~~ ~3 Nm ~ / ~ ~o~ ~ MooRE COUNTY LRK; roect name
r'o o / 19168 19169, AND 19170 p ~ ..1
~ ° ~P~~0~~~~ ~ ~~Q~°~~ ew os ice House
OTICE TO C NT CTO ~ . ' - RA TRUCTUE ISPE I
' :,1 .~?~g..S~~~.. e~,,~ f
_ ; n LLAGE OF PINEHURST IS NOW REQUIRING A MINIMUM OF FORTY EIGHT(48) HOURS OF NOTICE WHEN ~ ' N y . •'•I THIS IS TO ADVISE YOU THE THE VI ~ ' •
REQUESTING AN ENGINEERING INSPECTION. INSPECTION REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPARTMENT Ai ~ ' - - ' , A RG e~ ~1 NCDHSR project number
_ k . ' ITEMS RE UIRING AN ENGINEERING INSPECTION INCLUDE, BUT ARE NOT LIMITED T0: 2 ~ 1:' " \ - ~ • • ~ 295-1900. 4 ~ \ " ~`~J`~`J'`.,-- _ . j ~ ~PV SP 0 ~~1k

~ { 1. SUBGRADE INSPECTION/PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETC.) DENSITY TESTS FROM AN APPROVED GE I _ J ~ - . ~ i - _ \ ~R~° 0 0~ ~ ~ A/E project number
ENGINEERING FIRM MAY BE REQUIRED. ~ ~_'-r,,. J; ; , ;v~ / ~ S \ ~GMAS KU 0.04040
S INCLUDING PROOF-ROLLING. DENSITY TESTS FROM A VILLAGE APPROVED F\ _„r_,-..,, i ~ - ' 2. PLACEMENT AND INSPECTION OF BASE COURSE MATERIAL / •:1 ':{90T:•SEF:•'•'• ~DEEO gp48 LOi 74 PHN1
7C Q \ VILLAGE. F\ ..r:~.'.. ~ r - GEOTECNNICAL ENGINEERING FIRM MAY BE REQUIRED/ACCEPTED BY THE ~ _ - \I:• 't~7.Fl~T7~G:. ~Cfi O~ Ok 2977 PG, 355 Seals/SlgnatUre
A V' ~ wl. ~ ~ ~ , , EIR - . ~ a • :•I F~:. : F£TVGE:• Sr''o •LOT 74
1 ATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES, INCLUDES ' ~ -I•:•`,•; °~a ~ ~ ' • 3, PLACEMENT AND COMPACTION OF PAVEMENT M r ABANDONED , . ~1 ~ / ~ g \S
1 STRINGLINES/GRADE CONTROL, PAVING ANQ ROLLING OPERATIONS, MATERIAL INSPECTIONS. 1 STORY HOUSE • • • • - ~ ~,,i ~ 1: j; MARSHALL T, SYKES oo Ro`~//~/,
V ES I ~ INCLUDING PRESSURE TESTING, .PIPE LAYING CHLORINATION OF WATER s - 4, INSTALLATION OF WATER AND SEWER MAINS AND SER IC ~ ~ h:-:•' C: 6 & CINDY M. \ \~oo°p0 °pp0oo°~~f ~i ` :1: 'd L'•':':'.':':'.'.':'.'• ~ LRK:22060 LOT 73 PH II ~ `QO>~O~ESJIOA~'7 ~i
. , LITY ORDINANCES, NOTE; THE \ MEET THE VILLAGE'S UTI J~`•'' '1 ...f T c~ MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY 0 ~,'R"1 j~.~:•1•!:•~•'.,•'•~•,•,•'•,•,:1 h;•.'.'.'.•..''ib'• r DEED BOOK 1450 PG. 11 ° ~Y
THE MOORE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 947-6315 TO SCHEDUL" I' ~ j Q„>,, ; !•'O - - 0~ ~ CONTRACTOR SHALLALSO CONTACT ~ ~ ~r : ~ ~ o'
F ~ /at;~ I UTILITY INSPECTIONS ASREQUIRED BY MCPUD. J °~'J' ~ ~ ~ ' ~ • _ ~ , ';A. 1`1~ ,'1 b ~ ~ ti'~ i:• / CLARK e. POLLOCK LOT 73 ~ 033635 ~
'`J . A' ' 1 LRK:30416 LOT 72 PH II , °oo G 4~ o°° ~ VNh~ i I 1~ I ' ~ \ DEED 800K 1319 PG. 490 ~i9L'0 ~ f.°4o
_ ~ OF WAY. ~ RI HT UBLIC G ITHIN P r w , ~U GUTTE ~ / R E C, D / S CURB AN SIDEWALK ) / AR NCRETE ~ ZONE o , ND PLACEMENT OF CO ,"f: OOO i~ ALLATION OF FORMWGRK A ( ~ t d a ~ " , i 5, INST ' r.A,., k - 3 , V!I it '1~ 4• . ~ ~i,// °oo^
, 1ASE FLOOD E - I~ I TION ETC. ~ r ~ ` ...i / r TES OUTLET PROTEC " ~ ~ ~ ~ ~ S FRAMES GRA ) / / BASIN TCH / #I 6, INSTALLATION OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CA / °33 24 ~ ~`1' ii ' 356 -386 / / ~ ~ .t f ~ ° '1 `L ~ LOT 72 1~
HE RE UIRED INSPECTIONS SHALL BE GROUNDS FOR REJEC , ~ I' `,~,•~T~~p~ • i /MICHAEL J. DOYLE ~2"M1Z~}®~
cE 2.57 SEE NOTE ( s ~ , TION OA ALL WORK NOT INSPECTED AND ISSUAN 18 ~ ~ ~ ~ , ~ ~ , I F (LURE TO SCHEDULE T Q ~ ~ ~ • 1 A EIP f ~ ~ ~ ~ , ~ i I t ~o~. .`1 ~ ~ ` ':•YY'C.1.1.l.'~~~:•: / & BARBARA E. t; \ i l o .1 Lti•.v.•.•r.•.•:.•.•.•.'.~.v.'}\\ / 'LRK:26017 LOT 71 PH II +.i
" Ida OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE. F ` L20 i A ~ L.,:' ~ ~ \ r \ , I 1 ~ DEED BOOK 1691 PG. 246
1 ~ ~1 'I ~ \ bye \ o, ; a \ a\ ~ / ' , POND ~ - _ , ` \
A I v 7 ~ .v,. ~ ~ ~ , ~ ~ ~p ~ y / JAMES T~giu ~ LOT 71 AREA INFORMATION ~
co 1 ' o i ' 1 & LINDA JANEI'~E 41 ~J'~ AREA OF SURVEYED PARCEL = 30,81 ACRES rd ` n C•};•;•;•;•, LRK: 28498 LOT 70\PH II ,,,a
I ~j V Q • A•: a ~ S o~~~ i i l.• S DEED BOOK 2297 PGA 505 MORE OR LESS, AS COMPUTED BY COORDINATES ~'"~r
~ \ ~ \ \ / / / 1 1. ' ; , • - „
J ~ I - a~, ' ,yam ~ \ ~ ~ ~
N. N I n - FM ~ ~iS p tJ; l \ I ~ l / ~ ~T S ,;.y~ / G'F LOT 70 Q~,~`~ "~~~r~q
~1 W .r, ~ , ~ ~ ~ I I , ,~1\`~~ 1~ ~ ~A~' j J~~` MINIMUM YARD SETBACKS: R-20 +~Ap,~ I ~l ''i / SANDHILLORTHOPEDIC \ S ~ FRONT YARD - 40 FEET J
R ~ , ~ : ~ vv v ~ I ~ Oq ~ , o / ~ ti \ / EXIST ;EXISTING BASKETBALL" , RK: 28497 LOT 69 PH II ~ g REAR YARD - 30 FEET
Q / _ ~ \ i~ I ~ I / PCC REALTY LLC r~' - - • ~ C ~ rCOUR COURT TO BE REMOVEDoEED BoaK sz2 Pc. 3oD ~ SIDE YARD - 15 FEET
N 'lj''. • . ~ y, LINE TABLE I / OPEN SPACE AS ~ ~ i . 1 • - ~ ; ~ - 1 ~ ~ LENGTH BEARING ° I ~ / SHOWN IN PC 1 SL 44 ' ~ S / .,..1.• ~ ~ ~ ~ ~ , ~ ip ~ ~ SIDE YARD FOR CORNER LOT - 20 FEET ISSU20` fOr ~ 11 V ~ ~ LOT 69
~ ~a LINE o / ~ 'I . - - ..t . ~ ~ „ NI ~I ~ I ti L1 59.52 N44°33'34 E \ I ~ / ' ' ~~o, sas :o_, ~ ~ ~ ~ \ ~ ~ , CONSTRUCTI®N DOCUMEPITS
Z / / ~ _ ~ v ~ '11. e L2 96.54 S77°38'02"E S'~ ~ / ~ ' ' I~ ~ ~ S .A \ ~ 1 as s Ra ~ ~~~i ~ ' 90ak (sA`8p ~ ~ (AGENCY REVIEWI PERMITTING)
L3 84.33 869'84'18"E ~ ~ ~ r ~ \ / / ~ _ . ~ / \ i y. ~ ~ ~ c ' R ~ i ~ date
~ L4 63,61 S41°35'12"E ~ ~ ~ / ~ ~a • • ~ ~ o _ ~ B ~ - ~
~ L5 80.60 S41 °35 12 E ~ / ` ~ y ` ~ _ - / i. / / ~ L6 18,1 863°25 45 W \ / ANTHONY J. WEST ' ' \ \ \ \LOT 68 ~ ~ ER 2, 2009
C: U 52.73 N89°26 15 W , p7 1 NCGS MOH, "BEULAH" I l & RITA D. / JOSEPH H. SCHEIB \ ~ \ I ~
t~ ?,I 1 ~ i LRK: c LS 94,57 846 22' 15"W NAD 83 COORDINA S / / LRK.n77o toT 41 h , I , '``0 oEED ~`>5' LRK: 15500 LOT 85 PH II / ' \ ~ \ ~ P GEED BOOK 1838 PG. 450 I \ J= O~~ number 'tem date
N=537 679.5786 ~ / : / - / 1141 LFYT 0 00 13 L9 S46'21'5$"W ISTING BUILDING .EX rn E=1,865,304,7248' t LOT 40 / DEED Boox I ~ /
~ L10 103.67 S46°16'57"W COMBINED GRID F CTO ' 2479 PG. 572 ~ TO BE REMOVED o~ / E)(IS 3 Lt t 26.66 846°16'58°W =0,999854424 ~ \ c'g,'' t ~ ~..~5•~,......~ r' ~ / °`!i 5/ Tt) I / EXISITNG WATER METER ti al ' PTO BE REMOVED~~ l v v
~ / PHASE 2 UNIT 14 0 0 ~ ~ ~ p L12 75.84 S46°21'59"W / A BPS. / „Y'" ~ ~ LOT 67 ~ ~~Q m
/ / PLAT CAB. 1 SLIDE 43B-45B ~ '1~ ~~1. . ` _ ~ ~ / ~ ~ ,I L13 90.28 846°14'31 W It ~ / , ~ /wlu~ o. JOHNSON ~ O ' 'V'. D. JOHNSON I ~ ~ I
t° L14 37.78 S46°16'23"W ~ ~ ~ o•'> •`i r LRK 21162 Lar s4 PH II 01 , „ , 4' • a, • • • , '~t - DEED 800K 3214 PG. 42 2 LOT 64 PH II 3 3214 PG. 42 ~ II QS
~ L15 92.48 N36°38 37 W / ~•z,ry ~6. { .y`L Village of Plnehurst 1 ~ e " ~ / LOT 65
~ L16 95.97 N36°30 25 W ' A•: , • ;:.1 A la ~~Q•' r - ° Construction Plan A royal ~ a e • / IST. 20 S T.OT20' SE ff ~ LOT 66
~ i L17 .92,94 N36 26'34"W pp M - u LOT 64 ~ ~ LOT 42 oe ~ ' ..1 , R 1 oAN 1ER . -
0 L18 43.00 N36°24 48 W e~,, ~ `~Ee~ 341 Lo ~aN / 1 L19 96.08 '19''E All Construction Methods and Matenals shall be In accordance with the ~Ilage of Plnehurst, ~ a~°~ ti - ~ ~~~~~~-'.~';:~4-; BpaK 3368 F3 PH I ,I
N61 34, „ '`°'~~'o° / ~6~ ~ _ 'r. • ~ PG• 230 r L20 34.03 N36°26 44 W Moore County Public Utilities, and NCDOT Standards and SpeclficalJOns. In the event of a ~~4'0 , , ` , • ~ Q / ~
a L21 6.73 N36'26'44"W n ndards the more strip ent shall Quern unless a written waiver Is issued o / o ~ ~ ~ , c ';a conflict betwee sty 9 9 ~ ~ ;y ~ ~ ~ ~Nrs LoT s3 !j
rn L22 54,74 N36 26 49 W by the Village Engineer. Utility Installations and other Public Facilities, including streets, side- LoT 43 _ _ ' ~ L23 119.53 N61°33"24"E walks and handica ram s have been a roved by the Ullage of Pinehurst and shall be so PETER GHMAN ~ MICHELLE , , ~ . ; eo ~84gs Lor 6 ~
o „ p p , pp LRK: 30401 LOT 44 PH II ~ L............' `bk / OOK 3030 2 PN II JJ~ TITLE REFER 1 ('I L24 112,87. N37°20 47 W i h rued b rior written a royal. Public Sanity Sewer and aC~ DEED Boox 27x5 Pc. a7 Pc, 23 ~ ~ I~ TITLE REFERENCES
N ° Installed unless a change s aut o y p pp rY t :~'.~'~p~'/ ° DEED BOOK 3 o L25 105:86 N41 22 13.E II be recorded rior to final acre tance andlor issuance of a Certificate / ~ ` . ti ~ e ~ 49 Utility Easements shy p p Y~ _ / LOT 62 F PLAT CABINET DEED BOOK 3351 PAGE 445
~ ~ I I L26 152, N38a39 24 E Of OCCU an b the VIIIa e. LOT 44 / 0 ` J'w~w p cY Y 9 _ F, MOORE COUNT PLAT CABINET 14 SLIDE 104 MOORE COUNTY REGISTRY
ra Z L27 119.56 N34 39 34 E - - scgrr R. FoREl4n~~ p G „ PATTAN CONSTRUCTION CO. ELIZABETH A, AND AS SHOW 0 AND AS SHOWN sheet title
61.04 ~ 8 L2 0 DO E ~ . N27 2 P • fi5 L 45 PH II RK. 13953 LOT 61 H II LRK 1 39 OT royal Number ~ Ian A _ x P r pp 'JI 68.07 ° "43'"E DEED BOOK 3225 PG. 241 ~ ofDEED BOOK 2896 PG, 7 L29 N2505 _
LOT 61 ti L30 110.34 N22 49 48.E E ineerin ~ l ~ ~ ~
~ ~ L31 148,14 N22'51'40°E ~ 9 LOT 45 / ~ - U ~ ~ _`~~N ~ SPECIAL FLOOC SPECIAL FLOOD HAZARD AREA NOTE EXISTING VI 1 G
~ o L32 119.80 846°25'26"W Fire Departmerrt \ ARLENE AYUGAT ~ PART OF THIS ~O K: 19685 LOT 46 PH II A SPECIAL FLO PART OF THIS PROPERTY DOES LIE IN BAR SCALE 1 100 CO DITTO S P
00 ~u'~ ~ Plannln DEED BOOK 2371 PG, 542 EX, B$M A SPECIAL FLOOD HAZARD AREA (AE) REFERENCE: F.E.M.A. F.LR.M. PANEL #8563
~ ~ , I g \ 8Y EIP REFERENCE: F. 11 CURVE TABLE NIOOr@ Co. PUbiIC Utllltles / MAP 371085E MAP ~3710856300J AS SHOWN AT www.NCFL000MAPS.com
' IRENE AGNAONAO EFFECTIVE DATE Z '~Ci ki CURVE RADIUS LENGTH DIRECTION CHORD DELTA EFFECTIVE DATE: OCTOBER 17, 2006 0 100 200 300 400 BASE FLOOD ELEVATIONS AFFECTING THIS LOCATION ARE 356'-366'
H QT 46 ~ LRK: 19901 LOT 46 PH II I"~ 177.14 8'34 36 DEED 800K 2371 PG. 507 BASE FLOOD E .~A C1 1184.43 177.30 N11'01 58 E + N L sheet number
a ? DOTE Uo- NOTE
BOON A ~a BOUNDARY and TOPOGRAPHIC SURVEY drawn by RLC
PREPAR PREPARED BY OTHERS. checked by DER
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• - E f f f f f F f f i f F f f / . C " L 1~~ ~ F E f t k E _ ; - , • 1 co- ~ _ - f OFf pl~TI~RB~NC~ f f 4 f f f f i f i a / 5, INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE(SIDEWALKS, CURB AND GUTTER, ETC.) WITHIN PUBLIC RIGHT OF WAY. f E f f k E f f f f / f k t f 1 f t ! 1 t f f t
, , . , ry V _ / f f i ~~Wf EACRESf i f f / f f p ~ ~ f ~ ~ 0 / F i f F E E a f i 1 1 i f f f f f f f i f f f 6. INSTALLATION OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CATCH BASINS, FRAMES/GRATES, OUTLET, PROTECTION, ETC.) - f f f f / f f f E 4 f
; / I~ ~ ` ~ , - /i f f f t f f f f f / f f 1 t 1 t f? ~ ~ 1 M V _ kn° ~ / 1 a t t a f E f f f f f 1 f f f t F t t F i t t 1 f f f f 1 / f E / f r E i FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL BE GROUNDS FOR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE
k \ ' ,1 ~ t W' - - . ' i E f E f f f t E f / k f f f f F L 4~ ~ _ 7 ~•J / 0 f E f 3 k E f 4 f f f t E f 1 1 ~`f +oo ~ ~ E . L ~ k E f f k F f f f k 1 t f f f E f 1 4 f f f f f OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE,
Q. t,' SILT F CE• a f ~ 'f`~ E !~•E~T F f E f f k F F t f f C \ s. ,y, - " ~ E ~1~~.1ff ttt''e /t~y'fK~f E f ( t f 1 E f f f f f f 1 1 k F F t f f f d k f f d f f f f f 1 t E f ! f f E
t -W ft Rf~/P©VI~ f13 L. Fa E f ! t k E t t E f m coS-EE S ET D2 _ ,d 8+oa. E s / . ( / r ~ ' j'\ ~ , f."~'+ ' a...'. i f ~ / f f F f F f i f f f / f f f / 1 o - t f t f t t t t f t< t / f f f / 4 f f { 4 4 f F 4 d f F E f i
~ r, " I / t t ETA( I'; IETAILS ~ ~ : d; ~f f f f / 6 _...-r ti O lJ / ~y:. f ~ ~/.1 ~ / f f k t f f~11LL'1 k~~ E f f
I~I T D~ ~ ~e J~ f f f f f f f f f f f f f f i Ij O T / ~ . ~ sE~. ~ /%t f f i f f f f f f f f f f Village of Pinehurst ` ~ / ~ Q
/t.1 - . F i , ~~ti'? J, ® d ~ . ~ i ~ . f E E f f E ! k f f t E E E E k ! f d 9® _ i' f f E f f f f f ' Construction Plan Approval
a ~ ~ , . q ; , _ ~ TEMPO`f~RY Q(VER510N TEM sevv - "k f t f t f f f f f z f~IVERSIO ~ ' p - - - ~ f f f f f f f t f f f f f f ANN E SHE
o ~ I,' . . , • _ , f f t t~H `EL~< ! ~f f f t f All Construction Methods CHAIN ® % F f f f f t k f i E• f E F f E f f f f f f f _ I ~ E SHEET / - ~ , uction Methods and Materials shall be in accordance witlT the Village of Pinehurst, sheef title
o . - ~1~ " - , (1~ Moore Coun Public Uttlr ~ r' / / \ ~ ~ / E f! F k/ f f f f f f'F ~E fl t0! ` f ©~~1~1 f t f f f t f f E f f t f f i t ~ D4 FAR S / ~ . _ ~ I 1. / E f f f i f f i f / f f f f F f f f / f conflict between s an ~uniy Public Utilities, and NCDOT Standards and Specifications. In the event of a ~ ~tween standards, the more stringent shall govern unless a written waiver is issued ~
~ _ ~ . ~ dard j. ~ / Q ~ ~ f f f t f f P t f f f t f t t f f E f f • ~ / ` ~ ~ v c -D ~ / _ - - _ ,;---f- f f ~IL~ i~'E~;E: f f t f f / / f f f f f f f f f by the ~Ilage Engineer. age Engineer. Utility Installations and other Public Facilities, including streets, side- Ss I ~ ~ R SE® IE ER®SI®
----~-"'y' ~ k F f t k t F t k fE~ t! t t f t! k f f ! < t 4! f t 0 I~ / ,P , . / ; , ' ,-E < E f < f -f < < C~5 (1H k f l f k f ! f f t E k f k ! k f E walks, and handicap raml O I ~ / ~ handicap ramps, have been approved by the ~Ilage of Pinehurst and shall be so q~
c+ - VVV VVV LL// ~ ~ ~ k f f 1 f E f f E k E4 E / t F / k f f t F f ! f f f f f E O M ~ X - k f f f f ! f F 4 f ! f f F f t k installed unless a chap e C~ 'i / / / ~ ~ y / f f E f f f t k f f f ~~/'~j f ~/.~j~ Cf g Inless a change is authorized by priorwritten approval. Public Sanitary Sewer and ~ ~ m~•w ~ C® L 1'
;ia ' /f /f k f f 1 f E f f f ~`F Rf R~f tlL~J f ! f f f f f ! f ! ! f f ! f P f z TEMP. SEDI ANT ~ PER ~~~fjC~L f f f f f utili Easements shall bE CC ~ ~~4' ~F F E 4 f f f i f f 4 f f f f f f f F f 4 / f f i f 4 f ty C iil / cements shall be recorded prior to final acceptance andtor issuance of a Certificate -
U~ (n / ~ \ ~ / f @ F f f f f E f F f F f f i < f f f f f f i f / f f < f f 6 6 F 6 of OWU an b the t~'lla `~':I\ /vv`~~' / / TRAPr - ~ ..r+ ~ v/~.fl\~«/6}I~f kLV~E I.M. f f f f k f E f t E t f f t t t ! f t < f f ! f f ! f ! t ! ! p `fy y Z'~i j' lJ / _ \ ~ / //4 f F f f f F i f 4 f i F f f f f f f f / f f f f f ! f f i 4 F ?ncy by the ~Ilage.
I'I / -SEE ~ D3 f'~E'!_~.,~ f k r„/FE FD~AI~ E f f f f k f f f t E E f f f f f f f f f f f f f E f k 4 f f gyn. V) i~` \ , , fn ~ V \ / / C^~ ~w\\ ' ~ 'a '--~i- 1 f i f f f f f i~F f f f ~h .•Iv.~in it~4. E f f f t 6 f f f f t F f f f f f f i f k f f f f f / f tr f 6 6 F Ian Approval Number oval Number ~ Z'j ~ sleet number
bi AAA~~1~~1 ` LIL.L i_ 1_E [ P
LL \ \ /"f f f f f f f f f f i f f i f f^ h t < t t t t f f t f < t t f f t f t < f h t t t h f < f t E ! f f f f E f t f f t f f f t f ! f E f < l r'
dpi A' _ 6 i 1 f t k F f E k ! ! f f f f t k f f k P t f f f f f f f f f f f f f f E E f f E f f f f f E f E f E f f f f k Engineering ~ c Ig
Ei N o ire Department Iment BAR SCALE 1 40'
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drawn by RLC
(D u, ! Planning x Moore Co. Public Utilities Public Utilities 0 40 80 120 160 checked by DER
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oX 00o < 4040-BASE - PLAN
u. Q

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FOR LARGER . BYPASS SWALE MIN I. i + B ~ 1
~ TO STORM EVENTS SET BOTTOM PE OR SWALE ti ~ 4w ~ ~r~
L .SPREADER 4 ABOVE BOTTOM OF LOW ~~r,~~ LEVE HED FLOW SWALE INTO FOREBAY A S S 0 C I ATE S
FROM WATERS SWALE DETAIL ~L,~, ~ r , _Y SEE , n 1s~~4> Xr „ i DESIGN•BUfLD DIVISION, INC.
SWALE SHALL END WITH A ~ ~>n ..~4
1~1 t qW RIP-RAP DISSIPATOR , n r,s. ~ ~ r ,a , ; N, `f 6r, ~4 ArchitectslEngineerslPlanners
~ INSTALL FILTER ~ ~,r; INSTALL FILTER 4 ~ ® 1201 ain Street, Suite 2100
l%<<~ , a ~,i.~.i " x~r>ti5..s: - FABRIC AND ` ' ~ FOREBAY SEE .DETAIL THIS FABRIC AND 6 3 C®lumbia, S.C. 29201
HEET 4 a a: ':a . e q , ~j.~i; STONE . } ,r r?,^ , GRADING PLAN STONE 'd Y ; S SEE k } ~ ~x.r { c,;r
` ~ ` t ' FOR SIZE ~ r ; ~ ~ ' ik, ,..y:; , ~ , w,~ ~ r 'r g" .a „ " DROP INLET , t; , - - - tel. [phone]. ,v + ` +t ~ #ax 903-255-7243
, 1s s s ~,~7,, ~ r C ~_f PIPE OR SWALE ~s u ,
~ CATCH BASIN ~r., LAYER OF NLET #57 wASHEO sroNE r 3 STORMWATER I YL. , r ~ ° w" ~a "DONUT" ~4~ ; , . Y ,~~tC irl , r d o ~ . `II
r ~ , - ~ . y,-r~ , 57 STONE h I ALLRIC~ITSRESERVED.THISDRAWINGANDTHEDESIGNSHOWN
TO LEVEL t; ~ x~~ k. - - - - ~,j PLAN ~ THEREON ARE COPYRIGHTED AS PRESCRIBED BYTHE LAWSOf
° ~ , ° SPREADER ~ . u ~ THE UNITED STATES AND ARE THE PROPERTY OF GMK ASSOCIATES
. : , r D _ 4 ^ ARCHITECTURAL DMSI~I. ANYONE DUPLICATING, REPRODUCING
° ~ b. REINFORCE - j _ } - is L i~ OR CAUSTNO TO BE REPRODUCED THE WMOLE OR PART Of THESE s {10'MIN) ~ DRAWINGSORTHEDESIGNTHEREONWITHOUTPERMISSIONOFTHE
~ ~ L , .yam.' , ,ri , ~ ~ ti ,~~zs~ s . ° . ° ' CHANNE _ 3 4'' ARCHITECTWILLBESUBJECTTOLEGAIACTION.
y. c, . ,'r w TURAL GRADE f~~
LINE FOREBAY PLAN _ ~ ~;t I''I
WITH CLASS B M ~ RIP•RAP I~ ' t
~ FOREBAY RIP-RAP F' ~ lS LENGTH . PLAN H I M=3 (MIN ~
~ SEE .PLAN FILTER FABRIC ATTACHED ~I TO 19 GA. HARDWARE CLOTH ; + I ~Y
2" STEEL ANGLE FILTER FABRIC ATTACHED ~ u~~ ~+.I I I f 7
1' WIDE LEVEL sEr 18" INTO GROUND TO 19 GA. HARDWARE CLOTH
~ SPREADER LIP ' N0. 57 WASHED STONE 2 STEEL ANGLE ~4" #57 WASHED STONE ~ U ~ ~ ~ S ~ ~ I A T .I~ S
SET 18" INTO GROUND z ,e,. ° . 18" LAYER OF FILTER FABRIC, GTF -~50 oR EauAL ENGINEERING • P L A N N I N G• F I N A N C E
3 LAYER OF ~ T N ' NOTE: MINIMUM H=?J3 , I ~ 8~ PIPE DIAMETER t,i 6 REGIONAL DRIVE, SUTfE D PINEHURST, NC 28314 PH. (910) 2953647
FLOW " " GROUND #57 WASHED S 0 E 18" ° ` < X57 STONE 12 DONUT OPENING J4~~ PATH ~ u SECTION B-B FIRM LICENSE N0. 0459 1 .
z ~ ~ ~ ~ ~ 12" `3iz " ~ 12 CMU ` ~ + Si ~~i ~r~,~r
,r ~r,' ° ~ GE IC II , W~PAR ~ CATCH BASIN ~ ~ i.`' I _ ~ t. CLASS OR MEDUW SQE OF RIP-RAP AND LENGTH, WIDTH AND DEPTH OF MRON owner
. a. FILTER FABRIC U.',~: ' ~ , ,'a I - _ i" ° COATING TUCKED INTO ~ = ; . = " I„ ~:II P INLET III ` ~ ~ TD ~ DESIGNED BY THE ENGINEER.
. ' " 8"x8" TRENCH 18 i ORO - FIRST HEALTH OF THE CAROLINAS 2. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL ~
AND BACKFILLED ~ ~ FILTER FABRIC , , , . BE PERMITTED. "'rSt HPr~I~^h H~+7p~C~ ~11~
3 FT WIDE TUCKED INTO 9 : ~ SECTION ' ABRIC 8"x8" TRENCH 18" 18N 3. RIP-RAP SHOULD EXTEND UP 80TH SIDES OF THE APRON AND AROUND THE END alllat~Ve Care
W STRIP OF FILTER F AND BACKFILLEO N w SECTIO OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 3:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CHANNEL CULVERT HEIGHT. I Inehrst' C
d T E T . 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE ~`j
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED SHALL 8E UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
"CONCRETE TES 18 X 8 No SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL, THE pfajeCt Rame
EL FOOTER F FENCE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END, Q p
LEVEL SPREA 1. ATTACH WIRE AND FABRIC TO POSTS ON UPHILL SIDE 0 ~ DER NOTES AND SPECIFICATIONS: SPREADER LIP P DER LIP TO BE CONSTRUCTED ALONG THE WITH APPROVED FASTENERS. 1, LEVEL S REA BADE, 5. THE WIDTH OF THE END OF THE APRON SHALL BE EgUAL TO THE BOTTOM New `OSpICe HOUSe WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. mnphur~-+}' NC
SECTION CONTOUR AT NO MORE THAN 0.05% G
DURING CONSTRUCTION THE AREA BELOW THE LEVEL 2, FILTERS SHALL BE INSPECTED AFTER EVERY RAIN AND REPAIRED 2, SPREADER SHALL BE PROTECTED FROM 5EOIMENT AND AS REQUIRED. 6, ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. f i~cii ~~77{~
~ p NOT DISTURBED. P~1N AFTER DEPOSITS REACH 1 3 HEIGHT 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING NCDHSR ra eCt number CHANNEL SHALL NOT BE ALLOWED, r P 1
AREAS DISTURBED FOR INSTALLATION OF THE LS SHALL 3, SEDIMENT SHALL BE REMOVED / 3. BE PERMANENTLY SEEDED IMMEDIATELY UPON OF BARRIER,
COMPLETION OF INSTALLATION ACCORDING TO SEEDING r'
SPECIFICATIONS, A/f project number
4, ILVEI SPREADERS SHALL BE CONSTRUCTED ON R ED SOIL IF POSSIBLE. UNDISTU B o~s.o4o
5, LEVEL SPREADERS SHALL BE MAINTAINED BY THE ~n rrl~~~ REV DESCRIPTION DATE APPROVED BY ~ ~ ~ , 1~
PROPERTY OWNER, SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE 6. RIP-RAP r` ~ '~1 seals~signature
FOREBAY AND LEVEL SPEADER ONCE A YEAR. ' 3 DEPTHS; NECKED FOR EROSION AFTER ANY _ ® ISSUE FOR PUBLICATION 06/04 HJG APRON jr~~' ~ ~l I" I
7, THE LS SHOULD BE C , ;I SWALE 14 6 1.0' STORM EVENT EQUAL TO OR GREATER THAN THE 1 5 ~ , SWALE 2a 2b 5 - 1,5' b a ~~~ununii~i
12 MIN. OF NCDOT 2-YEAR STORM, ' , AT CULVERTS caRO~~ NOT TO SCAL WG 5,07 EET 1 ~ s'~~~~4'~~' ~ ~~o°°°E$Sh`°°~9
OR 57 WASHED STONE STATION THAT CROWDS THE LS SHALL BE DEPTH ,1~ ; SWALE 3 - i.6 B. ANY VEG i`, ~ ~ REMOVED. PROVIDE EROSION ~ o ~~F Orygo,,
9. ANY DOWNSTREAM GULLIES OR EROSION FOUND SHOULD CONTROL LINING NOTE; SWALES 3, AND 5 SHALL I FF ES TH L TT M WID R BA 0 0 COI -RAP I SI T R C E L ~ ~ ~ sEA~ ~ °a
- PAINT STRIPE BE ADDRESSED. (ANY WORK WITHIN A BUFFER SHALL (NOS AMERICAN HAVE A 3 STEEL STAKES
p HAVE PRIOR APPROVAL FROM DWQ.) GREEN S°150 OR AT 1/2 DEPTH OF TRA , IRECTED APPROVED EQUAL) DISS LENGTH WIDTH THICKNESS ooo, o33s35 a'
3 REQUIRED -SPACE AS D 5 ~ BY ENGINEER. ® NUMBER (FT.) (FT.) (IN.) STONE ,yG/FaooN~~~o,,, F,
MIN. L R . i; 3600 CU FT,/ACE L.._.
' VOLUME OF BASIN ~ ~w~. ~ I - 1.5 FT. ~ LS # 1,4 8 12 12 CLASS B '
, ~ _ ~ 2 CLASS B fl2-~z-° 1
NATURAL ~ ~ ~ I- : ~ ~ , , ~ ~ 5 FT. MAX. ND -_Iil ~i _ _ r ; ~ a ~1 { GROU - - ` C~ LS #2a2b 10 11.5 22
I, _ _I, ,
- I . , ~ ,I: i i--li t~ LS X3,5 12 18 12 CLASS B I
~.I!1-.1' ~ ~!1 -~II~--i~t ~ ' ~ ' I~~,' -il~ ~ SUPPORT POS'18~ B a ~ LS #6 12 18 18 CLASS B
M EXCAVATED CLASS 24 INTO BOTTOM OR SLOE TRAP FILTER FABRIC RIPRAP
SUPPORT ROPE OR WIRE g' FOR STD. STRENGTH FABRIC
CROSS SECTION ~ TO PREVENT SAGGING a R ENCY BY-PASS WITH WIRE MESH REINFORCEMENT
EME G ~ 6" BELOW SETTLED INF STRUC REINS CTI TICE T C(3NTRACT ;I
-0VERFILI 6" TOP OF DAM N FOR SETTLEMENT STAKE TO
~ SUPPORT WIRE THIS IS TO ADVISE YOU THE THE VILLAGE OF PINEHURST IS NOW REQUIRING A MINIMUM OF FORTY-EIGHT(48) HOURS OF NOTICE WHEN '.i
a, DESIGN SETTLED 21" MIN. REQUESTING AN ENGINEERING INSPECTION. INSPECTION REQUESTS MAY BE MADE BY CALLING THE ENGINEERING DEPARTMENT AT ii
~ TOP N 295-1900. ITEMS REQUIRING AN ENGWEERING INSPECTION INCLUDE, 8UT ARE NOT LIMITED T0.
N ~ ~ TOP OF FABRIC N ~ ~ ~ WEIR LENGTH ~ ~ _ LLLLLL LLLLL LLLLL LLLL ;
- L SFKKJLD BE 6" . . ,a ~ LLLL LLLL I~i.. ~ ~~'~~~~NATURAL ~11 LL LLLLL LLLLLL LLLLL LLLLL LLL HIGHERTww 1. SUBGRADE INSPECTION/PROOF ROLLING(STREETS, SIDEWALKS, FIRELANES, ETC.) DENSITY TESTS FROM AN APPROVED GEOTECHNICAL Issued fOr /'1 ENGINEERING FIRM MAY BE REQUIRED. ,~j®NSTRUCTION DOCUMENTS
c, ~ ~ - L ~ , : ';~«;~,ry~r'~,a~=='~~ ~ - ~ :.''I~ cROUNO LL LLLLLL LLLLL LLLLL LL SPILLWAY INVERT.
_ . _ Kt~,, - LLLL LLLLL L TOP OF BAFFLE'S ' i ° ~ ~ ND FILTER FABRIC L LLLLL LLLLLL L , Z. PLACEMENT AND INSPECTION OF BASE COURSE MATERIALS INCLUDING PROOF-ROLLING. DENSITY TESTS FROM A VILLAGE APPROVED !~I ~AGENC~ RE~IE~ ~ ~ER~ITTIN~~
~ ' - ~ ,,'ExrE LLLLL LLLLL LLLLL ~oulo BE 2 LLLLL L - ASIN BANK ~ ~ ~ . , ~ , , , 6 INTO 6 LOWER THAN TOP GEOTECHNICAL ENGINEERING FIRM MAY BE REQUIRED/ACCEPTED BY THE VILLAGE. Ia dote nQ
LLLLL L LLLL LLLLL LLLLL 2:1 SLOE OF THE BERMS.
~ I FILTER MAX, SLOPE ~ 3 FT, . FABRIC 1;1 SIDE ~ ~ ~ 3. PLACEMENT ANO COMPACTION OF PAVEMENT MATERIALS INCLUDING CONCRETE AND ASPHALT SURFACE COURSES. INCLUDES k!I JU E 3®~ ZQOV STRINGLINES/GRADE CONTROL, PAVING AND ROLLING OPERATIONS, MATERIAL INSPECTIONS.
da, MIN, PE , i.
MAX. SLO i ``j 4. INSTALLATION OF WATER AND SEWER MAINS AND SERVICES INCLUDING PRESSURE TESTING, PIPE LAYING CHLORINATION OF WATER number Item date
STONE TION ®.~EC I,I COIR MESH OR SIMILAR, STAPLED OR MAINS, BACTERIAL TESTING, MANDREL PULLS, ETC. NECESSARY TO MEET THE VILLAGE'S UTILITY ORDINANCES. NOTE; THE O ~ PER HLLAL~ ~31~~ PINEHURST COMMENTS
c ~ TRENCHED INTO BOTTOM OR SIDE CONTRACTOR SHALL ALSO CONTACT THE MOORE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION AT 947-6315 TO SCHEDULE ® PER NCOWC~ COMMENTS Z-22-09
NOTE: UTILITY INSPECTIONS AS REQUIRED 8Y MCPUD.
~ 1 NOTES; T TEMPORARY SEDIMEM TRAPS AFTER EAC~~ PERIOD OF SIGNIFICANT RAINFALL, REMOVE 3 I', INSPEC ITS ORIGINAL C WHEN THE SEDIMENT HAS
' SEDIMENT AND RESTORE TRAP TO l.:1ENSIONS r SEDIMENT THAT IS 1, INLET ZONE (A) SHOULD HAVE 35% OF SURFACE AREA. FIRST CELL 5• INSTALLATION OF FORMWORK AND PLACEMENT OF CONCRETE(SIDEWALKS, CURB AND GUTTER, ETC,) WITHIN PUBLIC RIGHT OF WAY. I'
~ Pi ACCUMULATED TO ONE-HALF THE DESIGN DEPTH s)F THE TRAP. PLACE THE HE 4 D PART OFT B) SHOULD HAVE 25% OF SURFACE AREA, SECOND CEII (C) SHOULD I' IGNATED DISPOSAL AREA AND ;;EPLACE THE CONTAMINATE { 6. INSTALLATION OF STORM DRAINAGE SYSTEMS(PIPES, TRENCHES, CATCH BA51NS, FRAMES/GRATES, OUTLET, PROTECTION,. ETC,) ~'I,
REMOVED IN A DES HAVE 25% OF SURFACE AREA AND THE OUTLET ZONE (D) SHOULD HAVE p GRAVEL FACING, 15% OF SURFACE AREA,
I ' FAILURE TO SCHEDULE THE REQUIRED INSPECTIONS SHALL BE GROUNDS FOR REJECTION OA ALL WORK NOT INSPECTED AND ISSUANCE f `i
~ 2. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK c OF A STOP-WORK ORDER UNTIL THE PROJECT IS IN COMPLIANCE, I'
~ ~ AND SIDE TO SIDE.
~ STEEL POSTS SHOULD BE DRNEN TO A DEPTH OF 24 INCHES, ~ 3. F 4 FEET APART,
SPACED A MAXIMUM 0 Village of Pinehurst Construction Plan Approval
NOT SPLICE FABRIC, USE ONE CONTINUOUS PIECE ACROSS BASIN. ~ 4, DO T r N j
, NCE A WEEK AND AFTER EACH RAINFALL. c 'r~ E 3 5. INSPECT BAFFLES AT LEAST 0 HEN IT
ZON IMENT DEPOSITS W E PAIRS IMMEDIATELY, REMOVE SED 2 N ANY RE m MAKE 0 All Construction Methods and Materials shall be in accordance with the Village of Pinehurst,
~ P AFFLE REACHES HALF FULL. o TO FFLE B Moore County Public Utilities, and NCDOT Standards and Specifications. In the event of a sheet title conflict between standards, the more stringent shall govern unless a written waiver is issued ~
BA AFFLE N MANUAL; 6.65 B ITY SECTION DESIG I NCE FERENCE NCOENR LAND QUAL by the Village Engineer. Utility Installations and other Public Facilities, including streets, side- AN DAR®
n1 DISTA 6. RE ISTANCE D NCE A T IS ® 0 M walks, and handicap ramps, have been approved by the Village of Pinehur~t and shall be so ~ ~ ST
FRO H T WID I M ENGTH IR M FRO L TH WE FRO u REED DEP T installed unless a change is authorized by prior written approval Public Sanitary Sewer and ETA BLS
ISTU OUTLE D T ET OUTLE LENGTH OUTL Utility Easements shall be recorded prior to final acceptance andlor issuance of a Certificate
~ FT. ~ ' Ili i A 11,1 of Occupancy by the Village.
° ~ ~ DER 29,5 NUM 4s
_ ~ ~ ' 3.5 5.0 0 38 , Plan Approval Number sheet number
~ .95 74 = 8 1 ~ 39,6 14. ° ~ , 7~c ~ p 64,4
U'r nnl atl 7.:7 Engineering .
~ - I; 1.60 10.7
a M 2 46.2 28.4 ° 00 36 3.5 5 Fire Department U;s
2:00 71 3 0'83 - , 36.4' 15 TWENTY ONE Planning ENE
SLOPES WITHIN z 9 1 47 3.5 8 59.2' PLACED ON EXPOSED ~ TO RESTRAIN Moore Co. Public Utilities i drawn b RLC
ROUNDCOVER THAT IS SUFFICIENT EROSION MUST BE G PERMANENT GROUNDCOVER FOR ALL T ,N 1,45 34 12,8 COMPLETION OF ANY PHASE OF GRADING checked by DER
a'4 55,3 1 CALENDAR DAYS FOLLOWING 2 FIFTEEN DAYS WHICHEVER IS SHORTER} FOLLOWING E 3,5 6 DAYS OR 90 MEND 404D-DETAILS
8
5 1,23 d COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
o DISTURBED AREAS WITHIN (15) WORKING ~ i
l7 ~ h;
dam' K o Id`s
C.
o