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JOE E. GORLEY ~ Of'~D:RM-'b MARGIE G. GOLF MA I I, -THE THREE-LANE GR055 SECTION OF THE NEVI ~ ~ ~ ~ _ a ~ BRIDGETT GORL..EY , I N ~ PB 44 P6.24 ~ INFORMATION PROVIDED BY u N ' 7Ai~D:85-12
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~ ~ - ~ I-- ~ - ~ _ 63/x" - - , A~ i ~ PLAN Ofi DEVELOPMENT ND AGREE. TO I ~ ~ " NSTALL ALL 1 i ~ ~ RE I ~UIRED IMPRc~VEMENTS AND OMPLY WITN THE;GONpITION OF
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f0R UNSEATING LOAD APPLICATIONS ~ ~ _ - - / . _ -
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PHONE: [phone] I I I~ ~ ~ ~ i ~ / ~
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°0 1 1 f4f'PR.OVED T1~,;TEGHNIG~L REVIEW GOMh(ITTEE F IS MON'GtHS, ~ / ~ 'o ~ ~ ~ ~ I ~ I I _ I. VEGETATIVE DOVER DEVIGE5 OR STRUCTURES SHALL BE PLACED ~ ~ ~ / L-32, -36 , , f ~ ~r'EESSi~''~, ; ~ ~ Q 9~ i'
I ~ ~ ,5UBJE'GT T THE MPPROVAL OF ANY REQUIi~ED 5 AND UT ITY PLf~NS ~ I ~ ~ t ON EXP D FI IENT T TRAIN I N WITHIN i ~ ~ . N ~ ~ ~ 05E SLOPES, 5UF G 0 RE5 ER05 0, I I / 1 _ ~ SAL x
_ ° ~ 15 WORKING DAYS OR 30 CALENDAR DAYS OF COMPLETION OFI ANY 1 ~ I ~ ~ ~AND;~'ROF AND APPROVAL qF A SEPARATE -DIS IN6 PERt}11T / ~ ~ W 'q oo ~ ~ - , . - PHASE OF GRADI WHI HEVER PERT D I TER. OTHER 1 I ~ ~ AND/OR IdN GONTi~OL PLAN. / ~ / / ~ ~ ~ ~ i i ~ NG, G 0 5 SHOR ALL I I 6`' ~ / / , ~ ~ ~ I ~ ~ ~ ~ ~ .r 1 a98a
GRADED AREA5 ARE TO BE PROVIDED WITH GROUND COVER WITHIN 1 I p ~ , . I I ~ ~ `
15 WORKI DAY 9 AR AY F WI TIN i/ NG 5 OR 0 GALEND D 5 OLLO NG COMPEL 0 I ~ ~ ~ ~ ~ _ W I i I OF GONSTRUGTION, WHICHEVER 15 5FIORTER. I 1 I 1 / ~ V 1 ~i p~
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> SEDIMENT BA51N. DETENTION POND TO BE BUILT PRIOR 1 I I ~ ~ / / ~ ~ ~ I% I ~ z ~ TO ANY LAND-DISTURBING ACTIVITY FOR TRAINGLE LAKE I ~ i - - ~l ~ ~ ~ ~ " X51 ! ~ 1 ETA 1898 r ~1 x1 ETA Ib~98 (RT glL~pl ~
I 9 DIRECTOR OF BUILDING INSPECT ONS A / - ~ ROAD EXTENSION. PIPES 12 AND 13 AND ASSOCIATED STORM I o ) TE / ~ INV. OUP INV.OU~
v STRUCTURES TO BE BUILT AL50 TO DIRECT SEDIMENT RUNOFF I I W / / ~ / ' 3 TO DETENTION POND. SEE GONSTRUGTION SEQUENCE ON DETAIL ~ I' ARROLL INVESTMENT PROPERTIES, ING
I I IREGYOR OF~~TRANSPORTATION DA / _ i•' ~ I m SHEET. ~ I ~ ~ ~ I I ~ TRACT 3 NOTE: e
3. NO LAND-DISTURBING ACTIVITIES SHALL BE PERMITTED IN ~41 I (4~ I (q\ ~ / / ~ 5TA` *50 T) . ~ _ !a DB 3688, P6 326 " LEFT TURN LANES FROM SHERRILL ~ TAX MAP 44-7P4~1066E-I ROAD TO THE SITE SHALL
~ XIMTY I IPSET~ - -1' _ _ ~ 'f ~ ~ ' PRO 1 TO A LAKE OR NATURAL WATERCOURSE UNLESS I - I > I' ~ I I •5 DIR~G70R OF PUBLIC SERVICES ~ f ASE ' f~' ~ ~ A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE I I O / ~ J I . IN. .20 , I'f5 ~ BE PROVIDED AT AGGE55
Q ~ WATERBODY OF SUFFICIENT WIDTH TO CONFINE VISIBLE L._ __.L 1 / / I f , ~ ~ ~ ~~800. ~ _ ~ 1N~ LIM z~®~ POINTS ON SHERRILL RD, A5 PER ~ R (Fi/TURE hI1LTifAI'IILY) I CONDITIONAL USE PERMIT CASE 9q-44.
`~J q SILTATION WITHIN THE TWENTY-FIVE PERCENT OF THE _ - -r_ ~ / . , : ~ - _ T~T1P. D1J N D,4REGTt~R OF CENTRAL ENGIN RING DATE ' ~ S , ~ ; ~ ; +{8 RCvP ~ N BUFFER ZONE NEAREST THE LAND-DISTURBING ACTIVITY. Q . / BERM ~TI:T1P. D1VER51 x V ZGP PROT~GTFD DRAINAGE AREA DEFINITION ~ BERM
0 4. STOCKPILE AREA IS FOR EXCESS MATERIAL GENERATED FROM 1 / / I 7. i y » RGP \ (44 ~ ~ ~ /
APARTMENT 517E AND TO BE USED FOR GONSTRUGTION OF ~ - ~ - - 1 o _ _ 1 - - - - f ~ . I1 5TA I +65 (RT) ~ ' TRIANGLE LAKE ROAD EXTENSION. SIDE SLOPES ARE TO 111 DIR~GTOR OF ELECTRIC UT (TIES i BATE Il ~ ~ , rJ n~ ~ru, pn~rc.DrN55 oR sn~en~s, FxcEPr r-rre rwrER DEPFr~ENr _ _ _ _ _ _ _ _ ~ \ SII~ILR~ 6VPEfNNIf1Y5, f/TIUTY SLBSTATIONS, UfTLITIES, ROADS OR
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~ ALL GONSTRUGTION TO BE IN ACCORDANCE / ~ ' ~ \ T R GO ~ ~ ?J ae~vf5, PARKINS AREAS, aR on~R rrrPROVFr>FNrs sHAU ~ ccws>ace ~
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DI 4' v GARROLLINVE5RENT DISTURBED AREA: 41.60 AG. (TRAGT5 1, 2, 4 3) , M5 12x2 - 46 4 sip v TI I PROPER E5, NG ]WE5R,E-NT HIGH POINT, NORTH CAROLINA ZTIES, ING!
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- A; _ ~ ~ 1~ I OWNED BY: GARROLL INVESTMENT PROPERTIES, INC.
O ~ / ~ ~ ~ !~o ss ~ ; ~ I ~ ~ r \ / l ~ - I ~ ~ ~ ~ ' ~ SEDIMENT REMOVAL IN THE FOREBAY SHALL OGGUR WHEN SOSS OF THE
F ~ / , ~ ` '4 \ \ , iH \ ~ ! ! ~ ,I TOTAL FOREPAY CAPACITY HAS BEEN LOST. ~ ~ ~ / 0
1~` -A- ~ ~ ~i~: ~ a ~'c~ ~ '~T 1~A 1+40 CRT) ~ ~ ~ ' ~ ~ I. MONTHLY r f ~p , OR AFTER EVERY WJNOFF PRODUCING RAINFALL EVENT,
~O ~ s~~ ~ ~ ~ `V \ \ TO~e I , \ _ ~ r~ U~ i ~ 827 O~ _ ,f"~ ~ ` ~ A INV. VN~ 82 .30 ~ ~ I ~ a~ v ~ V i ~ i i ~ r ~ WHICHEVER COMES FIRST:
I r'' ~ i INV. OUT: 8 b ~ ~ 1 ~ ~ ~ ~ ~ A. INSPECT TRASH RACK, PRINCIPAL, AND EMERGENCY SPILLWAYS
I y: ~ V 1 ~ I FOR A ~ NY TRASH OR BLOCKAGE.
_ ~ \ A ~ ~ \ ~ t, ~.I ' , \ ~ \ ~ i ~ r ~ I II. A ~ I QU RTERLY (FOUR TIMES A YEAW:
;J ' ~ \ 'v ~ ~ I I ' ~ R( ~ a ~ ~ ~ A ~ I
I v o ~ (P A ~ ~ _ ~ A. j j MOW AND MAINTAIN BUFFER VEGETATION. GATGH BASIN ~ ~ ~ B. INSPECT BANK EMBANKMENT FOR EROSION AND REPAIR AS NEEDED
I \ ~ ~ ~ ` D 4 i ~ ~ x=92 ~G- 5TA 3+8~ (RT) ! I J G. INSPECT PIPE INLET AND OUTLET AREAS FOR ANY UNDERCUTTING
\ v ~ ~ ~ ~ , ~ •o~ X08.4 1'~ ~ TOP: 842.55 _ - ~ OR EROSION AND 1 REPAIR A5 N~DED. ~ ~ ~ NV. IN. 838.80 ~ 8.4~`~, A
I I ~ , Y~ \ x,, ~ ~ ~ ~ ~ ~ N 8.60 ~ III. SEMI-ANNUALLY o \ ~ ~ (TWICE A YEAR)
r- -T- ~ ~ , ~ A ~ ~ 33 I6 I : ~ V I ~ , 33 ~6:~ ~ , ~ V \ ~ ~ A.AGGUMULATED SEDIMENT
I ~ t ~ ~ ~ ~ I FROM THE BOTTOM OF THE OUTLET ` _ ~=9gc~ , STRUCTURE WILL BE REMOVED. .OQ I ~i B. THE FOREBAY DEPTH WILL BE GHE
I I I - ~ _ ND e~ ' , ~ v ~ 6 1 L= I 845.40 ~ GKED AT VARIOUS POINTS.
I I - 55 ~ ~ o , I I - r~ - ~ ~ 9, ~ \ ~ % I~:$6' SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH I ~ _ _ U 5 REDUCED 2 o ' I TO r SK OF THE ORIGINAL FOREBAY DESIGN DEPTH OF 2.4 FEET.
I I I Z '~^t \ i I I I I ' ' - - 3 ~ 10.68 ~ s+tso I I f I ; , - _ ~ , 943. ~ C 0 '~V 08 $ ~ s'ts° ~ i - 20 ~ ~ i .
I I I I - \ I I I , \ ` ~ S. ~ SI IV. ANNUALLY (ONCE A YEAW: - - ~ ~ / I
I I I \ 3+00 - A ~ I ~ _ / I A. INSPECT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE.
I I I I i , I I I ~ ~ ~ ~ I I I , I 1 \ ~.q~ I B. THE POND DEPTH WILL BE CHECKED AT VARIOUS POINTS. \ - ~ ~ ! / SEDIMENT REMOVAL I ~ ~ iJ ~ ! 5 REQUIRED WHEN THE DEPTH 15 REDUCED
I I I \ , / / TO '75A4 OF THE ORIGINAL DESIGN DEPTH OR 3', WHICHEVER 15 ~ N~ ~ ,
I I I I \ Q , \N~ I L I I I ~ \ ~ ~ 1 ~ 4 GREATER. DESIGN . ~ 4 ~ ~ DEPTH 15 3.4 FEET, MEASURED VERTICALLY - _ ~~'O~- ~GATGH BASINS ~ ~ / FROM THE ORIFICE DOWN TO THE PONDS BOTTOM. SEDIMENT
~ ,OrAL I I I NC G NO , N 83 O \ ~ I I ~ I I \ \ <~ATGH BA51N A~- 5TA~3+21 T ~ \ ~ MUST BE REM (L) ~ , / ~ OVED TO AT LEAST THE ORIGINAL DESIGN DEPTH,
\ 5TA ~ f I I i ~ I \ 5+60 (12T) ~ \ / TOP: 844.20 1 ' - - ~ ~ . G-~. , / ~ t~ 839.60 - _ ~ /
w I I I \ \ T~ 836 I I I I \ 55 ~ (12T) ~ I OUT: \ / . ~ ~
I I I I I I N. 831.40 , a I I I I \ \ \ v I I I I I \ INV. 83120 31.40 \ \ • Si' ~ ~ ~ ~ 831.20 ~ - - - - 6' ~ . ~ ~X ~ \ _ .
I I I i I W.F. M ' \ \ I , , 5 IT SUBDIYI~ION , I \ ~ D ~ ~ ~ ~ ~
J I I I I \ a I I I PB ,P621 I I \ \ \ ~ ~ / ~
\ W.F. ITH SUBDIVI510 I ' ' I R~r•9 I I I OWNERS GER (GATE I I I I I ~ OF GO I ANGE \ JISIO ~ - ~ _ A ~ ~ e \ ~ J~• . ~ ~ ~
I -I I ~ o I I I I I I I \ \ ~ \ J ~ ~ \ ~ti ~ ~
o I , I \ \ cv I I I I I, - - - _ _ ACCEPT THIS SU I I I EMISSION I I I I I AS LAN OF DEVELO TAN ~ A \ \ \ ~
Pi~! D AGREE TO I TALL ALL iv I I I I I i I I REQUIRE IMPR OVEMENTS ANp~OMPLY WITH THE GO ITIONS OF \ r \ \ \ \ Qaxr
Q ----I I I I I I APPROVAL. \ \ ~ I I I I I \ ~ \ \ /
o I I I I '~------T---~-_ I I I \ \ \ I \ ti THIS WlATEI~SHED DEVELO NTI PLAN IS A - ~ - - - - - - _ I ~ \ \ \ ~ / i ~ ~ Caq
I~PRO D BY I I ~ - I- _ _ ~ WA I I r - - - - - _ _ I I - - - \ \ \ N TE~SHED REVIEW Gb ITTEEk I I I I I I r ~ - . \ C.
I OWNER/DEVELOPER ~ I I I f I I I I I I I I f I I T T - -I- - \ DATE I ~ I I I I I \ \ •'ES3~• ~ . \ \ / ~ / ~ : 0: of p''••.'t • \ t \ / ~ ~ ti, • \ • 2:' :9
o i I i ~ I ~ I I I I I I I \ z I I I I I I I I _ \ \ - I I I I I CATION RUNOFF GONTR / / \ ¢ \ X NOTE: . \ \ SEAT.
I I , I I ' ' I I I ENGINEER'S GERTIFI \ ~ DIRECTOR OF PLANNING AND DEVELOPMENT DATE r ` / / / / IF OWNERSHIP OR MAINENANGE RESPONSIBILTY ~ ' \ ~asea \ \ ~ / / : :c~
I I I ' I I I I I I CERTIFY THAT THIS PLAN WILL~S~ONTROL I I I I I RUN I I I I , , I IN COMPLIANCE WITH THE CITY OF GH POINT \ ~ CHANGES BY MEANS OF A LEGALLY BINDING AND ; ~r ENFORCEABLE MAINTENANCE AG 0 •
3 pi _ I i I I I I I I ~ STORMWATER GUIDELINES FOR WATE QUALITY / ~ REEMENT, A5 RE- ~iKE . \ ~ ~ ' ~ / QUIRED BY SEGTI N - - / 0 q l 6(c)(5)a OF THE CITY
RECTOR OF PUBLIC SERVICES I I i AND FLOOD DATE I I f I I , CONTROL, AND THAT THE NOFF ` ~ / ~ OF HIGH POINT DEVELOPMENT
D I I I I i I I I I CONTROL MEASURE PIPE A A TOTAL GOEF. F I I , I 5 SHOWN ON THIS PLAI~`~1EET \ w p 7TAL GOEF. iN c x I PIPE SIZE plpE yl~ ORDINANCE, THEN ~,e, p USED I NOTIFY THE PUBLIC SERVICES DEPARTMENT WITH i 0
DIRECTOR OF GEN _ - I I I I i I I ~ I OR EXCEED THE GUIDELINES FOR WATER = 0 TRAL ENGINEERING DATE I I f I I I ' QUALITY AND FLO \ IZE SLOPE GAP SIZE 5~LOPE F~ / / I~~q ~ THE CITY OF HIGH POINT.
cn ~ I I I I I I I I , OD CONTROL. In 0.63 0.63 0.6 63 0.6 6.3 3. 2.38 12" 0.45 2.40 15' 2.85 - - S~TF I~ORMA'~
w Q I I I I I I I I \ Q ~ Q i I I I I I I I I le 0.29 0.29 •2Q 6.3 5.99 L"14 15" 0. 4.60 15" 104 ~'t4 4 ~ N jP; TOTAL AREA: 1q.861 AG. (TRACTS I, 2, a 3)
~ I I I I I I I DATE.--------------------- P.E. SEAL \ LINE TABLE I I I I , , O 6 oss o.9s Q_ .55 0.95 6.3 5.99 3. 15" 0.50 .bo 15" 4.11 I. 4, o WATERSHED BOUNDARY SHOWN PER DISTURBED AREA: 41.60 AG. (TRACTS I, 2, d 3)
1 I I I LINE , I I I I I I ~ 026 0.81 o.9s ~ No. BEARING I I O ~.al 0.95 b. 5.99 4.85 15° o.bo 5.0 CITY OF HIGH PDINT WATERSHED SOIL TYPES: EnB, EnG, WkE, Gh, MaE, MhG2, EuB 15 3.94 I b .0 ~
- _ D15TANGE I I I I , I I SIGNATURE:____ I I \ s 0.3 o _ o i n i I I I I I I I O 0 I. 0.95 SUPPLY MAP, DATED JULY I, IGQ3. TERSHED: 0.95 6.3 5.49 6.65 I L10 6.90 ~5" 3.09 .8 OAKDALE GENERAL WA
1- I 5 64 4718 W 24.80 ' I I I I I 0 _ _ _ _ _ I I I PROTECTED DRAINAGE AREA (PD DEFINITI 4 o.bs I•-rb o.9s _ AI ON TERSHED AREA(GWA) Tb 0.95 6.3 5. 10.54 18" .00 10.70 18" 1.02 3.8 4.00
~ 0 - o i n i ~ I I I I I I I a ~ L 2 N28314 2 m 8 W Q.77 I I I , 5 0.40 92 O.9 6.3 5.99 24.40 24" 1.2 25.00 36" 1.29 OAb 4.00
c m I , U NO FILL, WILDlhk55 OR STRfe LURES, EXCEPT FOR IYa 1ER ~ 3.92 0.9 I DEPENDENT ~ 0 STRGGTLIPES, 6R,gNNG4Y5, UTILITY 5G95TATlONS, U71LlTlES, RORDS OR e 4 426 0. GO R T
OTHER RELATED FUgLIG IMPR O 95 ~ p OVEMENT5, aHALI ,SE' PLACED OR o CURVE TABLE GON5TRGLTED l^l1T}l1N PROTEG LED DR41NA6E AREAS A5 PROt/1DED IN TAAI F ix_~a..ns n 0.41 4.6"I O Q5 i 26 0.95 6.3 5.49 2 .2 24 1.30 .00 36" LOb 2.04 4.00
n m _ - _ , oR 07HER 11-PROYEMENr5 sHALL BEG0N57RJLTED a 0.66 5. 8 m GURVE No. GH NO GL05ER THAN T NO (2) FE,--r HORIZONTALL Y F Rom ORD BEARING GH, D15T RADIUS oM rFE roPOFANr O ' 4 .00 TK I AN5LE LAKE ROAD EXMN
LENGTH _ BACK 5 0PE ALON& ANY OPEN P" rERc4VR5E PARKIN& AREA o s AND ASSGL'IArED o N - - - - - DRAIN5. 5 0 0.95 6.3 5.99 31.93 2 2.00 32.00 36 I.II 3.95 4.00 GRAPHIC SCALE
DR IVES MAYBE a 15.50 15.50 .80 GON57RGGIEDOVER EIdGL05ED 5liB5LYlPAGE O ! G-I N 5G°37'17" W 61.05' Ia41.00 61.06' 3)Ir5ALLBE77E0M--R 5 RESPONSIBILITY To MAINTAIN ALL IYAJERGClAP5E5 io 0.52 16.02 0. ! ,so ao 6.3 5.0 18.12 36° 40 19 so 30 o C ARROLL INVESTMENTS 00 36 1.43 - - 60 120
- - ON PRIVATE PROPERT'r ASETt-ER ENGL05ED A5 5 VaRFA w G-2 5 08°30'01" W 120.84' C121.00' 0 120.Q2 OR REMAINING A5 oJfiv GHAAOEL5. u 02 0. 6.3 5.99 5.96 42" LO 100.00 42" 1. HIGH POINT TOhMSHIP -GUILFORD G4UNTY 00 3.11 -1.50 HIGH POINT, NORTH GAROLINA
O 0.05 16.0 1 0.45 - - - - G-3 N 14013108" W 14.25' 714.86' 07 0.95 .3 5.99 96. 42" 1.00 1 0.00 42" 1.08 0.30 '1.50 1 INCH = 60 FEET SCALL I„ - 60 DATE NOV. 20, 2000 pLM
u g •21 i2 4.63 24.24 0.18 F ti REVISED 11/27/01 TO SHOW VEG. SHELF IN POND #2 .24 0."18 6.3 4.91 143.57 48" 1.00 146.00 48" 1.14 - - _
REVISED q/27/01 TO SHOW 13 0.00 LEVEL SPREADER 4 NEW OUTLET LOCATION # O o.78 F FOR POND 2 r! NOTE. 2424 G ENGINffRiN6 AND SURVEYING, ING. SHEET 24 0.18 6.3 4.91 143.51 48" L00 146.00 48" 1.05 - - LAND DEVELOPMENT 001451,11.TIN6
2 2401 PBW ROAD SUITE 105, NIGH POINT NC, 27265 .2
PHDNE5105b) 612-8800 - FAX, 05b) 812.6780

---w le' wN.}-.
. _ iDP a BFAW w 1 ~ r PNFIDONe) (MIL) _ 1
~ DESIDN INDN WATER G~ T' ' 4', R C Ll N - OR IT Y ~ ~[-S I - _ _ -~FH1~IVJ6 B`_~O~IE 1.2"ORE GEC SPLLNAY CAESi 1 w%. i
~ I SEdNENT SNRM,E y '~%'NDI'Il if EL OREPP'OR EL. '4500 15'
wxeuN LEVEL a SEDIMENT 12' X57 wt44D STONE--~ • ` e w1L CIEW OUf STANE I COLLECTED (CIfIN FNSIN OUI ~ N ~~'b ~ 'OG ~fR. EL, -iaag4 ~1 1 TOP OP DAM WREN TNIS uw. REACE1m) ? P '1 'li EL 80100 36" TRtiSN R~~Gk I~b' AM'-, Ov~!'x G'LN ~t_S TO ExTEND 6' E}iOPI J I 1 CaIFIL !9
~~~r - - 11, Z/2 l !7' 6ENGH ~ ~I EMERGENG" 'L. _..i
- . IC . . ' OOD iwTER STOR.R6E I7' 6ENGH CA ~ SPILLWAY ...a... ~ ~ 'I - C ::0 7F 8: !.~a
U,tSS ~ ~ ~ TOP CF RISER ELF 186.00 SECiION THROUGH BASIN AND FILTER ~ ~ 10' " N~OOV N~TC4 SORA6f EMERCEN<;'
r~-ER cr~~Llrr sroRAr~E EI i4a.oo " I^- III E~ ~an~0 i -?i i~ 00_' ~ 4ra..~ oni7L L-1:. ~a400 10' L'rln• ° OF R!51 a 1_. BJn..`;0 E n: -.sC ~~,i
~ I~ EO°0T BERM ~ ~VEGE iHTi JE ORIFICE EL.. 'Q4.OO ~ JEGF1i.' T EL. 'Q. .~o `JI~EI-E ® ~:I. R. 823.OC i I'h I EN QVALI ~r , O~ ~C,E ~ ~ , , ~ r _
IIIl'Bv ? ~ SET FFIICE Src'.`~ 0 0~ LL , 4D0' ( N -IH ~L °00 ELF 8J3~0 ~ - --~1 Imo-- .G- VF6EL~TI:F~ rr7r',~t f?[N^^L E2: ~L' ~ J-1,T DID-ORIF I~;E EL.. 823 UJ- - '''~IdF
i, I p CVMb' RF RIP w ~ ~ PUJ7 QA53 ~ 3 W W 1 = 7 soES a sPUwa~ ~Nw wr a - P ~ ~oN ~NrF - 11 LL R 3) I20'x 120 SHELF ®IO.I > ca IG
qq s6 n,.rv ;Er..~a nv;,r - ~ ~ F04E6PY z d _ _ "<qlr" I _ Q Nri-SEEP PLATES (l
L--- - - , - e~;~ ~ ~ SPACED ~ 20' 0-G. E.,r-t,R GATE vAL~lE ~ _ , L~ a ~
_ _ ~k~-~37 WASNFD SIp1E P RM IM T IN~L~. X91.00 ~ ~ LEVEL SP E . SEJ F'J. N ~p ~ PROMO I ' ~ `SIIT FENCE ~ S~ ~ GT'JG.~CE i~ LEVEL SPaEADFR r0 FOpEEGY ~i PROMO ~E DIF6USE ~`LOV'I
-.,~.,.np - t FJOT TO"^ 0° FOREBAY I I u rn.~'--•''~-` i7:c ELE;.. 79040 I I a 3 '.~Hf.a~~ ..I .,n . °,a' 1 :.I ~N.
' BOTTOM OF POND I' a' 1 <.~,I r„~~ ~It,, ~~I~ I
~ PUL! ELEV.: 1x040 ~g040 q~ LE PERM. SEDIMEN ~ ? W/ FLANGED ~ 4B" GA °j ®i OOAS i e~ 'aooo ~ Y
ELEVATION OF BERM AND FILTER SroepGE Lo1NTs d IIE~°RENE I ( GASKET ~ ~ rFRM ED~MFV ,-N-, ~ iil<a hn
cENERU NuTa: ' 'EMPORAR" SEDIMENT STORAGE PRO'd'DED , i 1. AAFA UNDER EMiWgkNT SIN11 BE CLEARED, GRUBBED, AND SDIPPm a AM' VE(k'TA1pN AIA RODT wT. iN FOR~5AY. SED'MFN1 '.O BE R?=M0':ED FF'.GM I I ~894g -~~O~Fr~6E PERM ~;[JIMENi - ~-c"- G ^~P'E O0.8u~, Y JBgag 60T~OM O~ ~noCBAY S~~OPVa6E ~
ANGHOP_ RISER IN ~ ' 711E POOL A?fA LIAt1 BE OlFlIED. - 2. TIIE FlLL w7DTR1 FDR TXE EN&NIQIDR SHV.L E FREE a NDOIS DR OnER waDD; VEOETATNIN AS wF11 FOl?E6AY ONCE SI'r IS STH 8I~IZED. 1 i0.0'w x 100'1 x 2S'd ELEC.: 81Ub0
rs 0.2R4ZED STONES, ROCI6, ONflNIC WTEANL ON 0111FR OBJELTpNABIE wTERVL iNE EIbYKNUrt 51N11 , CONCRETE PAD 4,0' GUT-OFE `BENCH ~ BE COM'ACIED BY TRAVERSING N71N EWIPMM MHM1E BEING CONSRN1C7E77. SPILLWAYS SHOUID NDf BE cousmuclED 7NRg1Gi rTLL sECrroNS. TFMPOFP pY ~EDIMFN ~P)RA6E iE h iti ' 'N FOrzE~nY r,F rJIMf ~ r ~ f~~: oF~nr, f:; ~ROP~ .~Ni.HC P 4I':~[I-' i
J. SFDMEWf SWlI BE IEYPVED ANO IPAP NESTORED NJ ITS ORIONK 0/,[N90N5 WIIFN T2 SEpNFNT INS ACCWUUTED TO ONE-H4T IEIE DESIGN DEP1H a TK TRAP. REYOVID SEDMQrt SM41 BE DEPOSTED M A SUITABLE /RFA IN SUCH `OREBAY h( SITE `_,I PyI~QEV. -"w r
A wNNFA TH1T R w1LL NOT ERODE TIE TRAP SEN11 BE MSPECTED KTEIt EACH RNN AND REPAFS wDE AS NECFSYRi. u
5. C0151RUCIgN OPENAMIN 9WL EfE CARRIED DIR M SUCN A wNNEA TINT ER0JI011 AND WATER POILIRIDN 5 NIIIRFD. N,TS. e. ALL ClR ANO FILL SLOPES SWlI BE 2:1 OR FiATIFR.
7. IF SEDMFNE B19H 5 IN USE JO LNYS OR LDNCFR, ENBANOIENIS SNDUID BE SEEDED OR ORIERw15E PNOPERLY STABethD. yA' / ~ p. Tp1GAl plre e. STORAGE AIffA 6 SHDM! AS RECEANCUM FDR AIUBIIELTND PUNPDStS dKY, /IW1 WY BE N161RIICTED M ANY SMIPE ~L VfY ~ N~EI N'RR ' GAP. TRASH RACK KTS.
PADNCfD THE MMNUN S10WGE VDIUNE REWRFIENT 6 IET. TIE BA91 SHOULD ALSO BE OMFNIID SUDI TINT THE f7L1ER A!O TE IWN FLOW a WATER AIAI SFDMENT ARE ON DPPOSnE F]AS ON TIE ,DHaA BASM ONDKgNS. XPANDED ALUMINIM TOP
9. REpANED SIIIRAGE R 1eIX1 CUBIC FEET a SIORWE VOLUME PEN DENUDED IGPE RECONNEIIDFD sTDNAa R ,eoo coat f!'X 6 STET a SEDINGE PER ACRE a owuWa /REA 6'X b' SPAGM6 36' GAP. TRA5H RACK
ID. rNE LENCM a ra STONE ounEr (sPRLwAh a lD rlE BISED oN A to YEAR SFdlN. I1. WHENEVW IOPOIxtAAT! AllDWS, TIE BASeI LENCRI SNOUID BE TWICE (1X) IIK BISN MD1N. 70 /11617 FDR SETRIlG. BATTlE$ /~'~-1/Q~j'~( ON BARS hV EXPANDED ALUMINIM TOP
5110ULD BE PROAaD M TER: BASH 'THERE THE IFIICIN 6 l6S IIYN iMCF M wenx. Q 12. CLEANDUT STN(R SWVL BE PLAOED IN ILL SEDAFNI BASINS AT TIE LON POINT IN 1HE BASIN. TIE SEANR SWLL BE WAKED fLM1 ~ 6'X b' SPAGIN6 ON BARS
SNOWING TFIE NAIf FiNL CLF.Ng11T POMT, OF THE BASIN. 1J. SAFETY EENCINO NKkI SIIDIAD AE PLICED AROI111D ALL SFDII/FM B~4N5. ANTI-YORifX
i4. FlL7ER FIBRIL TO PLACED IMDETt FNTRE BOTTOM a SEDIRHT 6A41E1. I 201 I PLATg
I TOP OF DAM
830.00
i GRA55 LINED
3 821,30
T2' GAP. TRAM RELIC AP. TRASH RAUC
I MDA
PISLIG sTTZffT _ - L1' 25' 36' GAP. TRASH RACK fltat F~ewc w e' wa een~ rosin ~
WET DETENTION POND 2 v FJ(15nN5 - - - - SOIL STABILIZATION F
LMER R9 YN51fD ST01E 1.7' 2,(p D _ _ _ _ SAL rosr
100' MN. W GA~ 60' GAP. rtisTl d I.aie, ~It s~
I' N7G1[ I R15ER ~ e' wtix 5~
I~Ifi K }~H SPALMS 24 GAP, e ~
~ I. 1 I E .'~1. m RI56t sraf sro?b ~ w~d®sTOie
V I' i
. , iti a ~.e ~ - I N,T5, a
fYlD:$ I I ~'T~' r I I -ti - - 11- u u u
I I. A STABILI~ ENTRANCE PAD OF 1A U11R5E AG613WTE 5/W1 B! LOGAn9 WHE II ~ l TRAF'FIO WLL BIIHt 02 LEAVE 11E CONSTILGnON 517E LNfO A P.BLIO 577$7. ~ ~ _ t ?trs. o'
Fkn3t FABRIO OR C.OMPAOTH7 C.fd/SVHt tdM ST01f HAT ~ U$® AS A 615E FOR TIE CONSTfd.GTION [9tIR/J1CE. j I 3. nE ertRArr,E SMALL BE HAINTAITED M A wwn,DN WMCN WILL P'R2VHIf 1WYXM6 oR TZDWIG aF °~HJIhBTf TOP OF DAM
ONEO PLBLIL sTE+ffTS OR EXISnNS PAVB~BTi. iN5 AMY F€aRRE PHE10DI0 i0P D~f.NNS NTN ADDRIOHAL STOLE I6 COIVInONS YIVdtIdIT NO f~ABi OR L1.EAILOIIf OF ANY hFJ 9LRE5 US® TO TRM 5®RENf. ~ I .oo yA9ffi~,1l~17Q; 1. MiFR BIRPoFILS SNALL BE Nl~ECIED B! 111E FlNMlWLLY RESFON56lF PARTY OR IAS ACENr R1,EM17ELY /iTEN EApI RNNFMI ND AT ILISr 6YlY 0.1RMG RROLONOEO RNR'ALL
4. /JtY $EDR®t!'..PILLE9, DROPP97, WA518'), oR mACwm OI1f0 FlEUO STf$l5 HbT eE RBYNID IMFEDIAT®.Y. I GRASS L I NED 5. WEN APPRLfR1AlE, WH®5 H15T EE Q.EMEO TO RE3t~VE EEDINBTT PRIOR TO [3DHA1N6 A PUBLK, STRffT. WBI ANY REPARS NEEDED SNALL BE WDE M1EDY11ELY. Z. SNOUID M FIBRC ~ECn11PO5E OR BEDDIE MlEIFECME RIgR 10 iNE END
Wl'AAN515 RECiII~, IT' L BE DOZE M Ni AREA STABILIffD WTI C.RIE~ED STOLE WNGH ALUN5 MTO Nl 3 188.10 APPROV757 5®Ih87T BASIN Sff STD. N0. 90.116. a nlE EIIPECIED uvaa EIiE AfA rNE BIRItlER s1NL ~ NECESSIfN', THE F~nc sNAU eE RERlGED mwvnY. GI$GIC DAM ~I i. sEUwn otrosns slaw eE REIgIED AFTER ucx sraRN EKNr aR su
b. 501E STAERLIIATON FAE3RI0 (AS SPELIFIED BY TIE OB516AER) SHN1 BE 115®. rENCE sNDUD ff RENCFD, nEY wusr eE REEgrw wIEN oErrosTrs RFALTI
I A DISTURBED AREA = 05 AG5. R/CDEMMF~A TIE s<T ~a Roslw eE oRE~sm caxnR N STORAGE REQ'D = q08 GF (OS' / AG.) ro nlE Ensnic wDE, PREPARED ANU sEEDEO.
STORAGE PROV'D = 14' W X 24' L X 9' D = Ip08 GF
WET DETENTION POND #I DRAINAGE AREA 4.1 ACS. Q= (OSX4.OIN/HRX4.IAG5.)=b.2GF5
WEIR 1.B+6TN = b'
DAM DIMEN510N5 = 14' L X 3' H X 2' W e TOP FILTER FABRIC
- GHEGK DAM K2
s5'I WASF~D 5TON A DISTURBED AREA = 0 ACS. (DAM 15 PROVIDED A5 EXTRA PROTECTION) ~N. p~,T 1 WASHED 5TOPE STOR/4GE REQ'D 0 GF (OS' l AG. )
QIO=(12.28)(0.50)(6.3) II THICK I' THICK ~ ~ STORAf~E PROV'D = 24' W X 48' L X 3' D = 3rF56 GF
Qlo=3a GF5 2' G1A55 A WELL DRAINAGE AREA = ISA ACS. tll GRADED RIP RAP _ - ~ ~i~" Q - (05 X 4.0 IN / HR X 15A ACS.) - 30A GF5 w~ 5p~
WEIR LENSTH = 10' w ~ ' ppg~{ 2 DAM DIMEN510N5 = 12' L X 3' H X 2' W O TOP ~
i 4 ~-~-14 ter--- 4 R,oW I 1 ~ 2 - 3' ~ I b15raE ,
FILTER FABRIC ~ - Vi 5enert .
1.01 I ICI II!-I 1- ~ - i I -!I!, - - • ' ` _ _ _ ~ ~
-_,I i- - 0 -I~11 I~ _ i I _I ~ --I. I - - I
I- - I I I.0' ~ i' I -I i I - ~ - I. - 1~ - - - 'll I ~ _ I-I- ~ T \ ~ / u
1i, Ir _ ~ 1111-;II=~ -ll~l- I- ei ~ - ~ I~ ~li~
5EGT10N A-A _ A A
I~- _ ~L 1 1. -1 1 ~ - - GOMPAGTED W - - ) ~ - , ~ I I r RIP RAP HE K DAM „
2 ' ~ ~ I'I ' ~ '.r1S r~ r' III-1 I I- 501L I - ~ A ~ ; 2 MIN. __;Ii-_ ~~'~~.-1 4 ~ 1 _ l ) - - ~ ~ "ROCK DAM ~ I-i i
i ti _ ~ l~-~~ r ,ii ~ ~'l~ 1111
q _ T a~, ,_,I , I ~ ; I~, 1 - i'~ V ;~a ~I ~ ~ it i 11'- - - I ~ 1- ;f ~ I. - I. s®I~r+rsrw~~~A,~,r~Pr~T~Tal,s«~INK~I ~<<~~~~ii~~~~~~,
18 1, - ~ ~ r ~ , - F 1 I~~ - n 1: 7' -=1 i - i m - wet TIE st~lletr ws ALGUAEAIE9 T~ 1/7 TVE DE'SI611 DEPIN OF TIE TRAP ~ CAR E~~L~~ Z. lB~17v>m •.mR1B(f'.kpl.l. R' ORtl91r® IN A XRTABLE ARU AJO IN °JA'.N ' ~ ~
MIN. 4000 bs. IGUltur'al INnestore - ~ ~ _I ~al INnestOne Qere. A nxeTt THAT IT HLL NOr ERODE. ~ ` r s. TIE srawTEPE Awi ee nr,F~cTED AfTtIE EA[M srDRrl Barr a+ TIE r' ~ F E S Stp ~ ~ fertlltzer QGre for FDwICIAUr R~Pp?519.E PARrr ore N15 AdBTr AND R~AIRS WADE As ~s+Rr. ~ O ~ " r
- - - - - - - I-1 11= AQply loon to-lo-lo fertilizer' per acr • s. CdFiTTdILTIGRI DPerArloNS s~ ae cASae~ our IN sell A rtA1+8t TINT : yC' •9C '•,y • be disked hto the loll surface to a mhhum depth of 4 fiches. ; ERO51011 AID WATLit POLLIRN7El ARE NAND4IZED. S EAT,
. -1 I I-1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I III-1 I I-1 I I-1 1 1.1 I I-1 I Lire ana fertulzer are to be disked nto tF C -III-III III-III-III-111-I I I-111-11 III-I i l-III-III-III- FILTER FABRIC t L S. THE SFDIFBIr 1RAP 51WJ. BE f3MOVHJ AND M AFEA STA81LII97 q~ TIE w
Late Winter -Early 5~ring w - xin DRNNME BASIN ~ ~ PRr)PEI~r SrAd'LIZED ; ~ t 4884 9 ~
6~ T(p, Q=GLH A 6ras5= ~'q • tic~w~~•• per acre. ~ •~Q
12"#5 WASHED ! 51 3x.0 GF5= 3 L I.O~) N Tall Feswg -150 bs. per acre. STONE L-13.0 B. Erase - L.egune Mbcbx'e ~~„~A?•
- ~ ~ ~ ~ - N Tall Fescue -100 bs. per acre. K,et l~ewc 3. acre. ` ~ ~ ~ ~ ~
Q ~ TL , ~ , ; - Tall Fescue -100 bs. per acre. ~ n~tg~ol >g. per acre. c ~ Ilcaar er s~
2 , ~ - - ~ ti ~ ~ ROCK DAM ~~a,~ PA~WG ~ I. 5G4~ILE PRE•GON5TRIIGTION MEETM6 WITN ER0510N MSPEGTOR AND
CU [}1 ~ ~ I =~J 11 o ~ - _ _ D50 ~-II _ , w I ) ~ ;'-J ~ J ~ aril r!!9__ _ DPin~ 6RADM6 CONTRACTOR AtU ONi~t TO OBTAIN GRADING PERMIT.
" - ~ ~ A Grass: m LEGEND ~ , - ~ ~ ~ ~ 2. Ii1~iTALL EROSION CONTROL DEVIGg, N~Ei2E P0561BLE (5TONE ENTRANCE, SILT FENCE, ROGIC DAM, TEMPORARI' SEDIh61T BA51N5)
~ ' ~ ~ ~ ,,_;1 _ _ N Tall Fescue -150 b5. per acro. ~ 151. ~ ~ 3. INSTALL PRDPO~.~FD WEi DETENTION POND FOR U5f A5 TB~PORAR•(SEDIt~BfT BASIN.
Q _I~_ ~ ~ ~ ~ _ ' ' ' _ (2} Tall Fescue -100 Tbs. acre. - - B. brass - Mbcbx'e ~ ~ ~ 4. 115TALL 5TORM Pl~i D AND B (1RIANSLE LAKE ROAD EXTB1~ib1O TO DIRECT SETXht'NT
PIPE NUMBER (TRIANGLE LAKE ROAD): Q En NOTE: N Tail Fescue -100 per aura. ~ ~ RUNOFF PROM APARTMENT 51TE TO PROP05hD NET DET8ITION POND. 3' ~ S. CLEAR 51TE SUFFIUBTTLY TO IH5TALL RB4AI?gNb ERD~.~IOFI CONTROL DEVIGEi.
PIPE NUMBER (BROADSTONE VILLAGE APTS): Q DAM FOUNDATION INCLUDING BOTH EARTH ABUTEMENTS 6. G1.EAR AND GRUB 5nE.
_o MUST BE COVERED BY FILTER FABRIC. OVERLAP IFT. 5urmler 1. GRADE ROADWAY, 8. MSTALL STORM 56'ER AND ER0510N CONTROL DEVIG~S.
STRUCTURE NUMBER (BROADSTONE VILLAGE APTS): ~ AT ALL JOINTS, UPSTREAM STRIP OVER DOWNSTREAM ~ 9. IN5TALL ALL UnLITTES INGLIAIN6 YiATER AND 5ANITARr 5Er•BL
STRIP. y (U Tail fesu?e -150 Tbs. per acre. per acre. 10. 5~ GRADED ARfJ15 ONCE FiNAL GRADE 15 ESTABLISHED. - gp ~ acre THIS WATERSHED DEVELOPMENT PLAN 15 APPROVED BY THE II. IN5TALL UIDI3~FROUID unLTTig.
SILT FENCE: -X X Browntop Mlibt or 5orc~um-5udai H~ 3 WATERSHED REVIEW COMMITTEE: 12. IN5TALL 5rorf, GUi~ AND ASPTw.T,
ROCIf DAM DETAIL L7 13. DRE56 AND 5E® ROADWAY 5tbUDERS AND SLOPES. 14. 5E® ALL RESULTING DI5IURBED AREA5.
PERMANENT DIVERSION BERM: ~ ~ ~ N.T.S. ~ 5lxrmer - arty _ inter_ A-L-~-.___ - - - - '~intPf _ 15. R~iPEGT A!D hWNiAM ERD.~ION GONiROI DEVK~ES FOR DURATION OF G0115TRUGTiOK
i ~ A. R {.IJJL q TEMPORARY DIVERSION BERM: 16. AFTER STTE 15 STABILIZED, REMO~iE TtT4'ORARY ERO'.~ION CONTROL DENKAfS. p~ Qu'8, INSTALL FfRMA?EiiT ER0510N GaNTRaJ vEiOGITY MEASURES AND SPOT SEED
U, N Tall Fescue -150 ~s. per acre, o J - _ . _ _ _ _ _ _ _ _ _ - - - _ _ _ _ - _ _ _ AND MULCH ALL RESULTING AREAS.
w ~ After 9eedhg, ttl8 crea ~ to be rolled or ~ t0 be rolled or wftipacked t0 Meure that the seed ~ pressed 11. PROVIDE PEf11•W@R GROUND C01lEit ON EXFD5ED AREA5 NIITI~N 7HNfi (80 )
w TEMPORARY SEDIMENT BASIN: Mho contact with loll su"face. All seeded a Ice. All 5e9ded lX'eG6 Cre to be mulched With straw mulch at DIRECTOR OF PLANNING AND DEVELOPMENT DATE WORKING DAYS OF GOhFLETION aF ANY PHASE OF CONSTRUCTION.
rT Q ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ~ ~ ~ 3000 X75. Per acre' (QPPX. IOr • acre. (appx.100 bales per acre)
0 0 STONE/WIRE INLET PROTECTION: AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE w LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO Apph~ asphalt emuisbn to the Strobl mulch C T HET fl 5 ttl9 StrAV mUIGh at the rate of l50 gallons per QLPe. _
o I LIMITS OF CLEARING: (YYY~ MAINTAIN ALL PRACTICES A5 DESIGNED. ~ 0 2. THE SEDIMENT BASIN WILL BE GLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES ~ ~ayg gggd~ ~,q(~g p~ r DIRECTOR OF PUBLIC SERVICES DATE
~ 0 I/2 OF THE DESIGN VOLUME. GRAVEL WILL BE GLEANED OR REPLACED WHEN THE mendatbns aM rotes have heel, for selection of a T N I R 0 n 0 G
LIMITS OF DRAINAGE AREA: - - - - ~~~1,.~„r n,,,., ~ veaetatNe cover sulttble for loll erosbn for loll erosbn control n the orolect crew ~ ~ ~T E .r.. ~r~rr~~Eri E ~
7CLI1 ICIVI I'(/VL IVV LUNL7 K LKHIfV7 t-KVYCKLT. N m 5. SEDIMENT WILL BE REMOVED FROM THE 5TONE/WIRE INLET PROTECTION DEVICE WHEN ' ' G^I[1~LL IINYC121 MCIV I rlw4orCI[ 1 ICW, INGo-
clYrlatk: corldltlons, seed a 9 EXISTING CONTOUR: - - - - - - - STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE GLEANED Area 5011 ties ondltlons seed avolkbll and IndMeWl last AMT N T WN HIP - 6U1 FORD COUNTY P DIRECTOR OF CENTRAL ENGINEERING DATE J E OW 0 5 L
OR REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY. characteristics are 011 taken Into aaount I usn Into account in the cbove recomnendatlom. Due to density, H16H POINT, NORTH CAROLINA
V PROPOSED CONTOUR: 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES uniformity and textural quallty reasons, the I UJ ABOUT 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS kwm area ure dlty reasons, the above selectlons are not recormierded for 5GAtE N.T.S. DATE NOV. 2l, 2000 PLAN
NECESSARY TO MAINTAIN A BARRIER. REVISED 11/28/01 PER NGDENR GOMMENT5 GPT ENGINEERING AND SURVEYING, ING, ~r
° STORM SEY~R: 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED Pormianent see,qn~ (at dB51 n AGGORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. J CU LL ured (at the desq&,ed tMe of yi') in areas Kh" onN~ telp°y REVISED cl/2-7/01 TO ADD LEVEL 5PREADER5 TO POND5 LAND DEvELOPME tr caul TI%
seeding seedig Waprovided durhg ca sbwtlon. hg cap bwtion' 4600 GKWDTTESVlUr: W. 6RB65OR4, NG 21410 REVISED 1/22/01 PER WATERSHED COMMENTS R OW5. 03b1244-6642 w FAX. 03b1244-811-1
0
2
L

~ ~ la-~ ~,coLO r DILLON RO
a / Q rl
/ / JI
~1G / / J -I
BOV~iZS A xl / / ~ rl
~ . N{AYNE N ~ ~"'Uc / / 17R / FLOYD ~1O0RE IG ~ / - - _ _ _ - -
AVE. Q p F" A "p ~ W1LMA AYE ~ 'Y h ~p / / FLDYD Z. MOORE Q NNIE D. ORE ~ - - -
/ / DB 24 q 6.45 ~ I / ~ 1
~ Av ~ ~ , / / TAX MAP AGL q -1041-q -58 ~I i •I ~ \ ~ / / Q ZONED: f~5-15
~ ARVIN y. Q 9j. ~ ~ / ~ II ~ ~ ~ - ~ COLONY WOODS SECT. 2 LUG I Q
bvg~ ~ m ~ ~ ~ / t ~ II ~ ~ \ PB 121 P6. qq I li 1
_ ~ 1 ~ - ~ Q -ZQNEI>; 85-12 ~ J ~ / \ _ 1I ~
o R~ ~ I W oyo o ~ W N / - - -1U~ - I - - - `26 _ SECT N 2 v I ~ ~ DARRELL BURN / So ~ ~iOL I SUBDIVISON
~ o - NOTE: 5.6. JACKSON SUB'D. u • / RI x / ~ ~ ~ ~ ? T I ~ 1 1 1--- PB4o
DI ~ ~ ~ 5~ RESIDENTIAL S~~ORESHEET LEON RD PB ~ / \ ~ ~ la 20 211 \ 1 ~ J ( ZONED~S15- - - _
INITY MAP 21 P6. q3 Q GREATERTH ~ ~ VI _ _ _ _ _ _ W AN 50AS OF eul - - - - - ZONED: RS-12 ~ LT-UPON - AREA RUNOFF TO DRAIN TO POND # \ \ / \ 1 / ~ `J ~ ~ 22 23 1 X11 I wl 4 / ~ 24 - / ~ 1 i ~J 25 ~ - LUG-I \ \ ~ _ na ` - ~ / ~ ~J eP ~ ~J I
i" = 2000' N ~ ~_I m~__-_- I / ~ \ o , ~ ~ \ \ G 1 1 ~ 04 4 26 ~ I la / ~ ~ I ~ I ~J 131 151 ~ ~
_ _ ~ o ~ 1 1 u COLONY PARK SECT, q \ / o ` f- ~ J Ib 1 / EIP J ` Il 181 / PB 80 P6. 144 \ ~ ~ n81 0 ~ n ~ ~ / ` /
IL ~ ``~n~ # AREA' I / / ~ $ 526 7 2.a ' ZONED: R5-12 \ 7Q ~ 4
Q ~ n ~ ~ ~ I DRAINAGE ~ ~ -van ~ ,tr 11.1 V ~ I I EVERMORE ESTATES ~ ~ a ~ » d - ry o ~ ~ I / / / ~ LUG - I ~ / ~ 1~
z ~ ~ ~ PB 18 P6. Ib ~ ~ m ~ ~ ~ ~ COLONY PARK SEGT.10 i I / ~ ~ / ~ 1 Ali ~
8~ ~ ZONED: RM-8 ~ ~ Q D A 109 _ \ ~ PB q4 ~ ~ ~ ~ e Y C. ` J P6.24 i ~ \ 1641 1 ` alb ~ ~ ~ ~ J Ibgl 1 1 ' ~ w. ~
Luc-I ~ ~ o ~ _ < N ~ _ ~ ~ N ~ 1 1 _ _ ~ ~ ZONED: 8512_ _ g$~0 2 ~ 1151 v 1 ~ 1 ~ 1631 ~ ~ ~ 1 r`-
~ ~ ~ " ~ J - - - Ilo1 ` ~ ~ ~ LUG - I ~ I / 1621 `J / / S ~lJ W ~ ~ 1 ~ i ~
Ib - ( ~ 52 161 ~ ~ 1 ~ Ibll ~ ~ Ali ~ p ~ Q~ Iyol `J~ ~ i ~ ~ ~ = w ~ ~
1'21"E ~ - I I ~ ; 1 1601 11 I 51 '01" III \li ~ / ~ i 1 ~1 ~1 ~1 ~1 ~1 X91 ~ / 1141 : ~ nil `J ~ ~N ~
o ~ n b .42 \ J ~ , E \ / ~ I / \53 154 155 156 151 158 ~ J i N895500E - .03 ~ ~1 ~ 1301 J \J \J `J I o n - ~ 148 1491 ` ~
- 2~ P 588 ~ vvv 2"E ~ I I 1 1131 \ , ~ - .9 / z ° I ~ 1 : ~ I121 1131 zz~`~ _ 32~22"E •1 ~ i ` Ju4 Z w . o
/ r: EVERMORE ESTATES ~ 1 ~ ` - - 45' " ~ ~ I E - /
LONED: RM-8 ~ ~ , _ ~ s4 EI ~ ~ / / / ( ~ \ ~ : . f, r / / ~ J x~..: - ~ ~ / ( l X11 J~~( _ ~ I ~ \ u~~i t ~ I U1 (V J
r~ Luc-1 ~ , ~ - - _ - s 1 I / ~ _ fs / ~ ~ ~ ~ AAA ~ ~ Z- v / r( ~r ~ _ ~ ~ ` I TRACT I~. 4 - ~ m Q / / ~o I / ~Qmw
r \ _ \ - - ~ / /i ia~ ~ ~ ~ ZOI~D o ~ / ~ ~ ~ ~ Q od
I o ~ OT 4 / ~ :r _ NORMAN DIxoN FA Ra ~ \V A V . _ ~ ~ ~ _ 1 _ ' 1 ~ I ~ / a .U[n' L FAIRGLOTH \ I ~ > \ - - - I ~ ~1(/~= ~\\\1 I ~ ~ I /1~~ ~ / , ; ~ ~ ~ ~ 48.432 ACRES ~R _ ~ x
/ - DB4381P6.1100 I \ 1\ ><;a?,,;f',=„ter. \ - _ - 4 ~ ~:r'.~: ..,,,:~`"a ..ya:;:r:'a' I ~ \ ~ / ~ rAx MAPSal-S-lo 1 I I \ \ \ ~ ~c ~ 1 - ~ I ~ / ~ _ ~ _ ~ ~v~~~ ~ AITURE 51 Q I ~ / ~ ~ _ NGLE FAMILY RESIDENTIAL -
I / NED RS: a I I . , . - e - ~ J l ~ - ~ - \ r 111 ® 8 5 ~ \ r ~l ~~i/ LOW / I ( ~ ~ ~ , ~ , ~ ~ ~ DENSITY DEYELOpN~NT /
/ ~ Luc T,DEI'4T 1 I ® I _ ~ LOW ~DL~I - ~ 5-, l~ ~l~l / 1 ~ N ~ I / - ~ ~ ~ 1 1 USING PERFORMANCE STANDARDS ~ ~ ~ ~ i
~ / ~ m ~ ~~I ~ ,
N DIXON FAIRGLO~a o , : _ _ A I :rte a JJDY L. FAIRGLO \ ~ ; a; . ~ ~ ~ i - , ~ /l~~ ~ o~~~ ~ /i
1)( Ill } / ~ ~ \ 1~ / / v~ - • 1 ~1 ( '1 ~ ~ /
rAx MAP 3a1-5-II ~ ~ 1 1 \ A / ~ ~ ; ~ ~~-s", l ~ , - _ - - -~vA ,.,h:,~r;'. J .ice / / _ / ~ / - 1 ZONED R5: 9 ~ ~ 7k ~ / 1.. . - I / - \ ~ ~ ~A on
g LUG ~ \ ; F~ f r:: \ ~ _ 58 / / i _ _ - I - \
\ I I - ~ ~ ~ / / , - ~v vvA 1 \ ~ ~ ~ r r ¢ , ~ a ~ / 1 R/W w~ ~ ~ ~ 'f a~ a
~I De /loo P~.2e 1 / I ~ VA ~aP . / l~ ~ - - ~ v A\ 11 ~ 1 I ~ l \ 1 ~ !
~ TAx MAP 3v-5-II ~ / ~ ~ . \ / ~ % ~ - - G, ,v \ 1~ ~ I ~ I l \ ~ ~ / 1 I I ~ I ~ 1 ~ ~ / / 1 ~ ((1 ° 1 l ~ V ~ ~ ~ ~ °Y~ / /
~ LUG - I _ , ~ - ~ 11 / \11 II I 111 III ~ A\ VA~1 v ~ ° p0
EIP 1~ ( 1 ~ ~ ~ ~ ~ r~ .acr.- ~ ~ i .y ~ ll V A I I I ~ ~ 1 1 ~ ~ ~ ~ 1 l ) 1 ~ \ p~D: r~ 4~ /i ~ I ~ ~ ~ ~ a2 ~~r A~
.1 I I, v ~ -vvv I l i I l v v 1 1/~ ~ I C I \ v\ I i l ~
i \ / v ~ ~ I I I V 1 ' ~ I 11, zo v \ v vvv 111 1 1 / / / \ ( ~ 3( E~ Polrn i ~ DAVEY H. AUMAN ~ 4% I ~ , ~ G• 23 w ~ ~ ~ ~ DONNA D. A °~O ~ ~ UMAN
1 ~ rr h~ ~ ~ ~ vv ~ o l l v v - , G~' ~ ~ ~ - a~ 2 l , ~ DB 312q PG. 42
~ ~ ~ 1 I A 1~1 1 _ ~ v I ~ In _ ~ ~ ~Q\• / ~ I,, TAX MAP AGL-q4-1041-q5O-30 o ~ ° E~ j Y / 0 VO
1, 4,9,°, / - - ~ ~ vA\VA 1111 /lit _ 3 45461 - 1 ~ I i A_ A I I I v / V- / - > ~ ZONED: R5-q N ~ ~ ~ ~ 1 6 / LUG:I
- _ s 3 s / r I ~ 1 / ~ - ~ , ~ , ~ ,I v vvv I I ~ I I I _ / I 1 v\vvI II ~ d ~ f ~
- , I ~ , / v v v I I /VII I Tf I / ~ , I IRT0./ Il I 11 N85 ~ EIP 25'56 W 763.12' / ~0~'
I v A , ~ ~ 1 I o " I / 1_ I 11v v I I vv WILMA H. SAFERI6HT ork\ a~ NOTE: / LEFT TURN LANES FROM HARVEY WILL BOOK 94-E-2431 dp•
I I 1 f i I ~ , ~ ~ 1 ~ 1 , ; v v ~ / TAX MAP AGL-q4-1041-q4q-13 ANNIE D. MATTHEWS E \ ROAD TO THE SITE SHALL
I 44 81 I I I I ~ / ~ A\ ~ ~ I I ~ VA \ . ~ 3~ 38 1 341 401 41 1 421 49 ~ / ~ - T'' ~ A~V \ ~ I I I I - ~ ` \ ZONED: RS-q JAMES H. MATTHEWS ~ / / / BE PROVIDED AT ACCESS
i A LUG: I DB 34gq PG. 464 / / POINTS ON HARVEY RD, AS PER \ CONDITIONAL USE PERMIT CASE qq-44. TAX MAP AGL-q4-1041-q5O-20 / / / JOHN THOMAS HILL Q
- - - ~6 INI9° ~ .ham. , ~ ~ \ V A \ 1 ~ ~ v v~ I TX / ~ I I n---,-- 3_5'34 W_ i~ ~ V I ~ v ZONED: RS-q / / / BRENDA 5. HILL
I - - - N _ 1 45 ~ - ~ ~ ~ ~A V A ( - LUG:I / / / DB 2580 P6 32
_ - ~ - 1 ~ v~, I / / TAX MAP AGL-q4-1041-q / / 50-62
WAYNE A I - - - _ - _ i - - g ~ ~ ~ ~ I I I 1 / ~ _ - - - , ---~0 4, ~i ~ W ~ A~~~ 1 / / / ZONED: R5-9 / / / LUG: i TOP OF BANK OF STREAM
- ~ -alo l ~ J I 1 ~ / ~ -~_~_2 / /
w I _ 1e as - ~ '--'d.~l I A~,~//// / / / TABLE
I Ib ~ lY - 9 ~ ~ I ~2 _ I _ - - _ RESIDENTIAL SGORESHEET / / - at
~ ~ N ~ - / ~ ~ FOR PHASE I ~ ~
I p t~ " N 51 0: i / ~ ~ v l t~
~ I - - - / / ~ / I ( `D Q I - - - - - / - / r~ WILMA H. SAFERI6HT ~ Point Pakits ~ ~ ZRIGHT Maximum Polnt~
I ---'o__ s l l _ ~ i, - o I Q.. I - - 4 - ~ - - _ _ ~ _ .r. ~ _ _ 9 I WILL BOOK q4-E-2431 Fpctor Value Earned ~ ` -E-2431 , ~ ~
- e - - s3 ~ - I ( ,f ( ~ TAX MAP AGL-94-1 - - - I _ - ~ - I / ~ ~ _ _ I _ 041 q49 45 WILMA A~ = ; / - - 1041-q4q-45 20 I. ZONE: ZONE 2 - 10 0 ~~1C
Y C - _ _ 1 / - ZONED:RS-q _ 6 - - - / ~ - - ~ ~ _ LUG: I 5-q AG or RS 40 15 AVE6ETATED AREA BEGINNING AT ~,1, PD R Sln le famll Detached or Cluster THE OUTER EDGE OF ZONE I AND `ti
s - / \ - ,l - PD-R Cluster Exclusive) 2O EXTENDING LANDWARD A MINIMUM OF
20 FEET. ~ 2. Built-Upon Area 0-355 25 ' II
0
15 l - 10 Ai 100' BUFFER ' ~ - - ID - IS 55 10 ~
~ \ OI~D,G(1 RM-12 aQ-44 - ~ ~ ~ o ~ " WILMA H. SAP t 1 I I (1 1 504 00 29 W ERI~Hr 3. Proximit to the Floodwa as Defined the FEMA FOR HIGH DENSITY DEVELOPMENT ONLY iff 25 y y ~ 25 I i
/ \ , \ 1 ~,(~j ~ WILL BOOK q4-E-2431 SITE INFORMATION: i III \ 168.09 TAX MAP AGL-94- - I More Than 2000 Feet
1041 849-63 t \ I I AR'f1~NT51TE TOTAL AREA: 118.193 ACRES ~ ~ ~ I I I ~ ZONED: R5-9 LUG: I q{~3 1000 - 2000 Feet 2O ~ so 500 - 1000 Feet 15 10
WATERSHED: OAKDALE GENERAL WATERSHED AREA (GWA) ~ ~ I I I HI 1ET~tAr DEVELOPMENT _ _ I 20 30 ~ so 20 100 - 500 Feet 0 _ _ 5 loo' io ,
PR XIMITY TO NEAREST FLOODWAY: 300 / \ I ~j - 0 ~ I ` ~ TER 50 - 100 Feet I 4. Soil t e as Defined In the Guilford County Soil Survey
501E TYPES: EuB , WkE, EnG , MaE - i I I l I En MhG Gh / ~ ~ ~ 1 / I v 0 yp (P . 2q and Table 7, P . 57): 511 ht 10 0 t f
6. 1 I A \ AVERAGE SLOPE: 1.5~ ~ A I l \ ( 1 Moderate 5
ITV TO 1 1 I \ \ \ ~ \ LOW DENSITY DEVELOPMENT• DENS F, ITH _ - 1 \ ~ 5. Drama e -Protect and Use Natural Drain eways 25 9 a9 I,~ PI ed or Im roved Draina e with RI -Ra 5 >~'-;r.
E LE55 THAN 3.0 LOTS/ACRE ~ 80=;~`~ \ \ 1 I I 1 I - B 5 P. 33 1 1 I \ ~ - \ m Dis erred ralna e or Protected alna ewa s IO 25
TTFR ~ I \ ~ t m WITHOUT CURB ~ GU 0 ~ ~ , I II ~ \ t I \ ~ \ \ ~ Dis erred Draina e and Protected Draina ewa s 2O Enhanced and Protected Natural Draina ewa s 25
5TREET SYSTEM - w I I / / / ~ ~z t / ~ \ ~ ~ / / \ ~p 25 b. Average 51ope: ZONE I
~ EVE OPMENT: BUILT-UPON AREA (~3 / / \ HIGH DENSITY D L I , TO BE LE55 THAN 10~ _ /~~T, \ \ \ \ \ 0 - 555 25 AN UNDISTURBED AREA OF b - 10 55 20 20 VEGETATION EXTENDING A MINIMUM
~ i 4 \ \I / / w NT IT~E BUILT-UPON AREA: 14.9 AG=44.3 2 \ 1 ~ ( I - w APARTME 5 ~ \ I 1 i t II - IS 55 5 OF 30 FEET FROM THE TOP OF BANK
z - n ~ 51NGLE FAMILY PHASE /BUILT-UPON AREA: 1.1 AG- 2. ~ ,WIGH I ( \ I / I 7. Land Cover - HI h Percenta e of Natural and Stabalizing Vegetation OR MEAN HIGH WATER LEVEL OF 25 9 9
z TRIANGLE LAKE ROAD BUILT-UPON AREA: 3.05 A ~ ~ \ I w - ~ n ~ \ • \ - . 1 \ ~t 50' Stream Buffer and Natural or 5taballzin Ve etatlon on Greater than 2555 of the Lot 25 OTHER WATER BODIES. 50' Stream Buffer and Natural or 5taballzin Ve etatlon on 15 - 25A5 of the Lot 20 25
TOTAL BUILT-UPON AREA TH15 PHASE: 25.1 AG-22S I . \ \ ~ ~ I l NOR ~ ~ a I v O V A \ I RI5 DILLS d 50' Stream Buffer and Natural or 5taballzin Ve etatlon on 10 - 1555 of the Lot 15 STREAM SUFFER
DISTURBED AREA FOR APARTTIENT5 AND Q o 1 v ~ \ ~ ~ ~ / ~ \ V 1 \ SHERRY B. DILLS 9A I ~ ~ ~ ~ A ~v ~ > l Natural or 5tabailzln Ve etatlon Between Units and Water 10 DETAIL Ornamental Lawn on Greater Than 5 S5 of the Lot 5 rloc to stela
I SINGLE FAMILY PHASE I: 73.39 G. o \ \ \ ~ \ P8113 P6, q1 I ~ ` \ \ ~ \ \ 1 - 25 ' 8. RunofF Control Strategies:
J ~ ~ \ G~ ~ \ ~ \ \ I~ TAX MAP 381-I-5 z ~ ~ \ I 1 ZONED: R5- Maximum Runoff Control 25
o p y 1 ~ 1 I \ ~ 1 1 q N35 3352'E ~ wA \ ~ ~ Luc - 4 o ~ ~ \vA v ~ v v ~ A \ I Moderate RunoFf Control 20 15 Runoff Control in Excess of Minimum Re ulrements of Erosion Control Ordinance 15 OWNERS CERTIFICATE OF COMPLIANCE
0 195.46 ~ _ \ ` ~ - ~ i I Runoff Control E ual to Mlnlmum Re ulrements 5
\ / I ~ \ ~ / f o ~ ~ \ I \ ~ Q ~ / I q. Sewa e Dis oral: Public Sewer Service l0 10 I, GARROLL INVESTMENT PROPERTIES, INC., ACCEPT 10. lo. Street and Driveway Design: TH15 SUBMISSION AS MY PLAN OP DEVELOPMENT AND
With Ve elated Ditches l0 10 AGREE TO INSTALL ALL REQUIRED IMPROVEMENTS
bb.39 (GHQ ~ ~ 0 1 ~ ~ With PI ed Draina eand/or Gurb and Gutter and Ener Dlssl aters 5 AND G Y WITH THE ONDITIONS OE APPROVAL.
_ ~ ~ SEA J Z I ~ l- R - 1961.00 ~ , , ~ I 1 ~ V ~ q Totals' Total 115 200 ~ ~ ~ ~
L = 66.39' N63°5451" ~ , ~ ` \ ~ 1 I ~ / ~ ~ - ~
~ 4329 (G ° ~ ~ . IiP ~ ~ \ \ _ N11 2354 W I , ,
~ Q R -134 - 1 Z 148 .3q GM k ~ ~ , o _ (J 1 0 D~/ELOP~R DATE ENGINEER'S GERTIFIGATION OF RUNOFF CONTROL:
L-43 \ ~ ~ o i N R =134.86 FXI ~ ~ ~ \ J THIS WATERSHED DEVELOPMENT PLAN 15 APPROVED BY THE St! I ~ 1 I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF
Q NG 60' ~ ~ ~ \ ~ W . W L = 148.64 N ~ ~ , NOTE. 3 = WATERSHED REVIEW COMMITTEE: IN COMPLIANCE WITH THE CITY OF HIGH POINT "
•5. ~ ~ - pR ~n Op • III WATERSHED BOUDAI i ~ ~ 3 - SHED BOUDARY SHOWN PER STORMWATER GUIDELINES FOR WATER QUALITY
o III _ ~ ? ~ R~ 80 0~.. \ _ r.lrr n~ NIr~N PnINT NIr~N ~nIrJT waTT=iz~,~+l=n AND FLOOD CONTROL, AND THAT THE RUNOFF.
N ) NOTE: "'y WATER SUPPLY MAF SUPPLY MAP, DATED JULY I, Igg3. CONTROL MEA5URE5 5HOWN ON THI5 PLAN.
o LEFT AND RIGHT TURN LANES 36 1~°F _ Q Z ) FROM KIVETT DRIVE TO THE SITE AN AATERSHM DEVELOPMENT OR EXCEED THE GUIDELINES FOR WATER~• PLAN AND FLOOD CONTROL. 0,•~0
o f n Q 0 - SHALL BE PROVIDED AT ACCESS Nll 1542 W ~$9 g lU 4
Lij m J POINTS ON KIVETT DRIVE, AS PER 86,01 (GI~~ 9 Q m DIRECTOR OF PLANNING AND DEVELOPMENT DATE CONDITIONAL USE PERMIT CASE q9-44. , Gr D5T0 BRO
3 0 R =5461,98 0 r /I "I DATE. SEAL NT PROPERTIES INC CANT INVESTME A~ 498.E
~a L=86.01 ° NOTE: N,G,G5.MONUMENT w5UNOCA ~x LS''•, F JAMESTONN TOWNSHIP - GUILFORD GOUNTY
m m v f1 / m ALL BOUNDARY NAD 83 6 CD N.G.G.S. MONUMENT '•9 N~i~E~ ' HIGH POINT NORTH CAROLINA n SIGNATURE'---- -
o DIRECTOR of PUBLIC SE VIGES DATE INFORMATION PROVIDED BY GRAPHIC SCALE N 805421.5026 N Hu~ RD , ~ a E: I = 200 DATE: NOV. 28,2000 PLAN
° BORUM WADE AND A55OGIATES. 200 100 0 200 400 E 1122212.605 6 U-1 39m STREAM LOCATIONS BY FIELD SURVEY / mSHZET a GPT ENGINEERING AND SURVEYING, W.
1 N NAD 83 ~~~'~72 P NT CONSULTING 1122g31.g11 1 PER WATERSHED COMMENTS 401 PENNY LAND DEVELOPME
DIRECTOR OF CENTRAL ENGINEERING BY BORUM WADE AND AS50GIATES. DATE I INCH = 200 FEET U ROAD 5UITE 105, HIGH POINT, NG 21265 REVISED I/22/0 HONE5: [phone] - FAX: [phone]
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5TA Il+ (L) I I ~ ~ 20 _ - ~ TOP .05 I ~ V ~ ~ ~ ~ ~ ~ 3 ~ / 3 ,y / / / ~ ~ / ~ I = 2000'
INV. IN. I j ~ ~ - - _ ~ ~ - t / ~ / / ~ 2 /
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\ ` ~ \ \ TOP: .45 ~ 'ey \ - ~ / / i f ~ / / / ~ } ~ i I / / / ~ - ~ ~ ~ NOTE:
FU~`URE \ .our X55 ~ ~ `'N` - ~ ~ ~ ~ ~ / i FU~RE -b~ET-DETENTION POND # , / ~ ~ ~ ~ ~ i I / / ~ ~ I O ALL BOUNDARY AND TOPOGRAPHIC
/ / ~"RA T N ~ ~ ro m NoT~~L a~ THIS oo G I INFORMATION PROVIDED BY
> ~ ~ ~ NORMAL POOL ELE~ g 3.00 / ~ ~ J ~ ~ ~ ~ BORUM WADE AND A550GIATES. Q ~ Q' w Q
~ ~ ~t7TTt l ~ 11 ~ ~ / ~ ~ . ~t7TTDM-Op POND ELE~~I~:60 - Z I ( ,Z STREAM LOCATION BY FIELD SURVEY i ~ ^ / ~ BY BORUM WADE AND A550GIATES.
\ \ 7 I. ~ ~ I, ~ / ~ ':fir-~ ~1.~' j / ~ si / T ~ ~ ~ i
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ti, A ~ ~ ~ - V / ~ A"' i / I I ~ / ~ ~ _ _ / I \ ~0 ~ J \ I 1 m I - NOTE: / / / \ Q
_ _ - _ _ / / / ~ I ! LEFT AND RIGHT TURN LANES
? / / ~ I ~ ~ ~ FROM KIVETT DRIVE TO THE 51TE
~ 1 A ~ ~ / ~ ~ - I / I 8U LP 18 AP ~ ~ ~ I ~ / ~ ~ ~ ~ / ~ ~ I ° I POND #2 / / _ - / / 1 / ~ SHALL BE PROVIDED AT AGGE55 - ~ 2'
~ t~` 9~ 14 / \ ~ I 1~ /7 / I I .8 I / / ) I / ~ POINTS ON KIVETT DRIVE, A5 PER / ~ / J ~ ~ ~ CONDITIONAL U5E PERMIT CASE qq-44.
~ ~ ~ ~ INV. ~OIJf '`3j,1 I .TOP 24''GAP ~ p I ~ ~ 1 V \ a ~ ) - V\ / ZO 2 o, ~ I I I ELEV. X2450;' ~ I / ~ ~C /
\ /ro ~ / ~ ~ ~ J W
A ~ S'. A\~ O~r!~ ( A \ \ / i I ~
/ ~ I \ f ~ \ I MA~NT'FNANr,E PLAN FOR WET DETENTION POND 2 ~ / / / ~ OWNED BY: GARR.OLL INVESTMENT PROPERTIE5, INC.
~ ~ , ~A _ / I 1 I ~ j ~ I / /
~ ~ ~ I~f ~ I ~ ~ 1 1 ~ - - - ~ i l I ~ ~ SEDIMENT REMOVAL IN THE FOREBAY SHALL OCCUR WHEN 5OSK OF THE ~ / ~ ~ ~ ~ - / I~ ~ ~ TOTAL FOREBAY CAPACITY HA5 BEEN LOST.
~ / J j. ~ ~ ~ ~ ~ ~ I o \ 1 ~ ~ / ~ A _ / ~b V 1 I j ~ ~ ~ 0
~ ~ / ~ , I 1 I / ~ I i i ry I. MONTHLY, OR AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT, ~ ~ ~ ~ ~ i~ ~ I ~ I COMES FIRST= ~ ~ I ; WH G++wER
~ r ~ ~ } v v \ . ,~~o (aT) ~ 1 ~ / ~ Q j l~'i!w
'4 ~ ~ / ' I . ! ~ \ \ ~ ~ ~ \ TOP= 82'1 ~ ~ ~ ~ t ~ 1 \ I fi II i1 .~i \ 1 1 \ s \ \ ~ A INV.~N= 82 .30 \ ~ \ w ~ 1 A. INSPECT TRASH RACK, PRINCIPAL, AND EMERGENCY SPILLWAYS I 1 1 / ~ ~ ~ FoR ANY TRASH oR BLOCKADE.
~Q . ~ z~ ; 1(~.. \ \ ~ \ \ INV. : 82 b 1 \ 1 \ \ \ \ 1 1 ' / / ~ j ~ l ~ / / / w 1
\ 1 ~ \ ~ I , ~ ~;,V~~~A` 1 \ 1 A \ ~ V A \ ~ . \ ~ ~ / / / / ~ I J II. QUARTERLY (FOUR TIMES A YEAR):
~ ~ y v y~,,a ~ y: Il 9 . A \ V \ v v v ~ ( / / / w ~ ~ / ~ f ~ \ \ _ ~ / / / - ~ ~ A. MOW AND MAINTAIN BUFFER VEGETATION.
~ I ~ , V ~ AA ~ ~ ~ \ V A \ ~ A \ \ ~ \ \ ~ / ~ ~ B. INSPECT BANK EMBANKMENT FOR ERO51ON AND REPAIR AS NEEDED. b81 \ GATGH~A51N l / / I G. INSPECT PIPE INLET AND OUTLET AREAS FOR ANY UNDERCUTTING
I ~ v v v v ~ + I - ~ / i r NEEDED. :p 4 , 5TA 3 8~ (RT) ~ ® - , OR ERO51ON AND REPAIR AS
~ \ TOP: 842 ~ / / ~ , \ C ~ i 0 ~ INV. IN: 8 .80 ~ / / - Y WI E A YEA
~V~ ~;i~ A v \ L°~0 L_~8 ~ 8 1 ~ / iNr III. SEMI ANNUALL fr G R) ~ .45~ v S our: 88.60 v / / /
~ ~ ~ ~ v \ \ v v v~ N ~ . v 33 ~ \ ~ / A. ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET
6 \ V A A ~ / STRUCTURE WILL BE REMOVED. - \ J ~ ~'a89. I " 1 B. THE FOREBAY DEPTH WILL BE CHECKED AT VARIOU5 POINTS.
~ por~i? ~ ~ 00' ~'1 ABTA ~ ~ L°~ I 845.40 / SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH 15 REDUCED
~ ~ i ~ i _ ~ A~~ ~ . , A 1 1 ~ ~ ~ THE ORIGINAL FOREBAY DESIGN DEPTH OF 2.4 FEET. 7- ~ 1 TO ~ OF I
~ ~ ~l ~ . ND ~ . ElP i~ I ~ ~ I ~ ----.-L_ ~ o n V `q \ \ \ ~ I ~ ~ _ ~ .-55 ~ . 58 00 E 8q, A ~ 2 ~ o ' ~ 08'5 / - \ N O4 44 ~ ~ / Y ONCE A YE 20 r IV. ANNUALL ( AR)
- - ~ 443. \ 1 ~ ~ ~ - ~4g ~ ' I ~ ~ V ~ AxLE ~ ~ \ \ moo - ' _ J / A. INSPECT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE. \ i - ~ L ~ B. THE POND DEPTH WILL BE CHECKED AT VARIOUS POINTS.
\ \ \ \ ~ - / i+q~ / SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH IS REDUCED
~ \ \ 1 4 \ \ ~ ~ - / ~ TO l5R'i OF THE ORIGINAL DESIGN DEPTH OR 3', WHICHEVER 15 , \ / GREATER. DESIGN DEPTH IS 3.4 FEET, MEA5URED VERTICALLY
\ \ ~ \ ~Q~ c ~ ~A""'"~ ~ p FROM THE ORIFICE DOWN TO THE POND'S BOTTOM. SEDIMENT ~ , ENO 44 ~ ~ ~ _ I
~ ~ ~ I I L \ o \ "101:1 \ 8 ~ - _ \ ~ MUST BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH. 701: I~ . TO - ~
I I ! - \ ~ ~ ~ Q A I ~ A GATGH BASIr GATGH BASIN ~ TOP: 8#4.20 ~ ~ ~ ~
~ ~ I , NC G 0 N 8s \ \5TA 5+60 (R1 ~ , \ TA T I OUT: 83q.6O ~ - - ~ _ ~ / ~
' ~ ~ i \ T :83655 ~ i ~ ' i \ i , i i i \ I N= 831.4 T :83655 ~ ~ i ~ EX ~ ~ 6, \ iz D ~ ~ ~ I N: 831.40 ` \ - . _ ~ ~ ~ \ ~ ~
~ ' ~ i \ ~ i ~ i \ INV, 831, i \ \ INV, 831.20 ~ ~ ~ ~ ~ / ~ ~ ~ ` \
i , i ~ ~ i ~ \ ~ I 1 A ~N ~ U ~ . ~ ~
I ~ I I \ W.F. SMIT SUBDIV1510N ~ \ \ \ / ~ ~ ~ ~ r ~
\ W.F. ITH SUBDIUIS Z , ~ ~ \ \ i ~ i PB , P6 21 ~ Q ~ ~ , , ~ i ~ P 5, P6 338 ITH SUBDIUI5101d~ \ 3% ~ ~ P 38 ~ ~ ~ ~ 5, 6 3 ~
w ~ ZO D R5-9 i A \ w i ~ , ~ ~ ~ \ Z011L~ 6B 'O11L~ 6B ~ ~ ~ ~ \
z ~ , ~ -I ~ ~ i I \ ~ OWNERS GERTIFIGA OF GOMPLIAI~SE LUG - ~ ~ ~ LUG - ~ ~ ~ ` i'OINT \ ~
I \ w ~ ~ ~ ~ \ \ \
I ~h ul t I A PT THI 5UBM15510N \ a i \ \ /
~ I ~ i ~ ~ A5 MY PLA F DEVELOPMENT AN AGREE TO INSTALL ALL \ i - - - - - r _ _ _ _ _ _ _ ~ ~ ~ i I REQUIRED IMPR25L~EMENTS AND M Y WITH THE GONDITI~S OF \ / / / \ \ / \ \ ~ \ r ~t
J i ~ I T '1' - ! ' i APPROVAL. \ \ w I I r - I \ ~ \ r ~ ~
` THIS WATT=f~SHED DEVLLO NTi PLAN IS Af~PRO D 8Y ~ , - , - - - ` - - T - - - - _ _ r _ _ ' \ 'T \ .7 / s
I ~ r , I ~ T ~ ~ A I - -I- - ti WA , D REVIEW 00 ITTEE6 ~ ~ ~ \ o ~ , ~ i ~ , ' ' ~ ~ i ~ , ' ~ I ` 4 i
° I I ~ ~ i ' i i 0 OPER \ DATE \ ~ ~u I I ~ ~ O G D ~ ~ ~ ~ ~ ~ I ~ / r ~7 \ ~ \
~ ~ ~ i / \
~ ~ DIRECTOR OF PLANNING AND DEVELOPMENT DA i ~ ~ ~ I ~ EN NEER'S GERTIFIGATION OF RUNt~F CONTROL. i ~ ~ ~ ~
I ~ ~ ~ ~ ' ~ , ~ ' ' I CERTIFY THAT TH15 PLAN WILL GON OL RUNOFF ~ 7_ i i A TOTAL GOEF. IN G x I PIPE 51ZE PIPE 51ZE U5ED INLET I ~ ~ ;
~ ~ ~ c ~ Z ~ ~ ~ ~ ' ~ ~ ' H THE CITY OF HIGH INT PIS ToT~ _ ~ ---_1__-- ~ ~ , IN COMPLIANCE WIT DATE ~ i ~ I ~ ~ A • o DIRECTOR OF PUBLIC SERV GES , ~ , STORMWATER GUIDELINES FOR WATER QU TY F F~ G / " IZE 5LOPE GAP SIZE SLOPE
D i ~ ~ ~ ~ , , ~ AND FLOOD CONTROL, AND THAT THE RUNOF Z ~ e1 SITE INFORMATION
~ ~ ~ , t~ ~ ~ ~ i i i i in 0.65 0.63 ~ ~ , ~ ~ CONTROL MEA5URE5 SHOWN ON THIS PLAN MEE 0.63 0.63 0.6 6.3 3. 2.38 12" 0.45 2.40 15 2.85 - - TOTAL AREA: ~7q.861 AG. (TRACTS I, 2, $ 3)
II DI GTOR OF CENTRAL ENGINEERING D ~ i ~ ~ ~ ~ ~ OR EXCEED THE GUIDELINES FOR WATER ~ IB o.2q o.2a ~ ~ ~ ~ ~ ~ ~ ~ i i i I 4 6.3 5.44 L'14 15" 0. 4.60 15" I 4 d'14 4 ~ NOTE: I TUBBED AREA: 41.60 AG. (TRACTS I, 2, $ 3) 0.24 0.2 D 5
~ ~ , ~ ~ ~ QUALITY AND FLOOD CONTROL. \ 6 0.55 q i i i i ~ i Is" o.so .bo 15° 4.11 I. 4. WATI=RSHED BOUNDARY SHOWN PER 501E TYPES: EnB, EnG, WkE, Gh, MaE, MhG2, EuB b 0.55 0.45 6.3 5.Q4 3. CITY OF HIGH POINT WATERSHED
~ ~ Q ~ i i ' ~ i i ~ 0.26 0.81 3 W ~ ~ I 5.44 4.85 15" 0.60 5.0 15" 3.44 I .0 WATERSHED: 0.26 o.e1 0.45 b. ~ SUPPLY MAP, DATED JULY I, Igg3. OAKDALE GENERAL WATERSHED AREA(6WA)
z L I N~ TABLE ~ , N ~ , , ~ ~ ' DATE:--------------------- P.E. SEAL \ 3 oso I. m ~ ~ I I ~ ~ 0.30 I. 0.45 6.3 5.44 6.65 I L1O 6.40 ~5" 3.04 .8
i i~ic ?.i„ ucevlNlr nI~TAN('.F i I I i ~ I _
_E; LIPAL- I`lV. NI-I nw _ I 4 0.65 1.'16 0.65 L16 0.95 6.3 5.9M 10.54 I8" .00 10.w IV- i.vl ~.n~ g.vv
24.80 I , 51GNATURE:------------------------------------ s 0.40 3.x2 w L-I 5 64°4118 W PIAN DEVELOPMENT ED TER W ~ 0.40 3.92 o.tlk 6.3 5.99 24.48 24 1.2 25.00 36 1.29 0.96 4.00
a N 28°31'48" W 2Q•77 I b .4 4.26 w L-2 0 4 4.26 0.95 6.3 5.99 25.2 24" 1.30 .00 56" 1.06 2.04 4.00
m PROTECTED DRAINAGE AREA (PDA) DEFINITION 0.41 4.67 K ROAD 0.41 4.67 0.95 b. 5.99 27.97 24 1.50 28.0 36 02 2.46 4.00
o 0.66 5. GRAPHIC SCALE' GARROLL INVESTMENTS 0.95 6.3 5.99 31.93 2 2.00 32.00 36" LI'I 3.95 4.00
o CURVE TABLE V NO FILL, B ILDlIV65 OR 5MUC77,RE5, EXCEPT` FOR {HATER DEPENDENT O 0.66 5. 57RZ*-- OP155V AY5, UTILITY S1,05TATION5, UT/LITIE5, ROAD5 OR a 15.50 155C 'OE EXTENSION 40 79.00 36" 1.43 - _ 60 30 0 60 120 HIGH POINT TOWNSHIP -GUILFORD COUNTY
m CURVE No. CHORD BEARING GH. D15T RADIUS LENGTH OTHER RELATED FX /C IMPROVEMENTS 5HALL BE PLACED OR O m m CONSTRUCTED h'lTHlN PROTECTED DRAINAGE AREAS A5 PROVIDED IN TABLE 06-I6-04, io 052 16.0: 15.50 15.50 .80 6.3 5.0 '18.12 36 H16H POINT, NORTH CAROLINA
o l!1 _ o u 67,05' 1x41.00' 67.06' 2) DR/VE5, PARKING AREA5, OR OTHER /MPROVEMEN75 5HALL BE CON5 TFUC TED 0.52 16.02 0. 6.3 5.99 95.96 42" L0 100.00 42 L00 3.11 7.50 [51-ALE: G
o - G 1 N 5a 371 W NO CLOSER THAN TYK) (2) FEET M2R/ZONTALLY FROM THE TOP OF ANY a 0.05 16.0- W 120.84' Q21.00' 120.G2 BACK SLOFE ALONG ANY OPEN HATERCOI/RSE PARKING AREA5 AND A550G/ATED 0.05 16.0? 0.95 .3 5.49 96. 42" 1.00 0.00 42 ° 1.08 0.30 1.50 1 INCH = 60 FEET I" = bo' DATE: Nov. 20, 2000 4.65 2924 0.18 6.3 4.91 43.5"1 48" L00 146.00 48" 1.14 - GPT ENGINEERING AND SURVEYING, INC. LAND DEVELOPMENT CONSULTING
G-2 5 08030,011, W DRIVES MAY BE GONSTR(tGTED OVER ENCLOSED SJBSURFAGE DRAINS. 12 4.69 :211.21
N 3) lT SHALL BE THE O{NNERS RE5PON51B/L/TY TO MAINTAIN ALL WATERCOURSES ° N 74°13'08" W 14.25' 714.86' 14.27' G-3 ..I la ON PRII/A1F PROPERTYWNETNER ENCLOSED A5 5605URFACE DRA/N5 O 0.00 2x.2 0.00 29.24 0.18 6.3 4.91 14351 48" 1.00 146.00 48 1.05 - - 2401 PENNY ROAD SUITE 105, HIGH POINT, NG 21265 PHONE5: (33b) 812-8800 - FAX: [phone]
U OR REMAIN/N5 AS OPEN CHANNELS.
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~ \ ~ NOTE:
.__l , ~ NOTE: ~ ~ ~ J _ SHERRILL DRIVE SHALL BE IMPROVED TO THE III I ~s~' RAPN I G
PB 16 P6. I OWARD P. COLEMAN ~ ~ _ ~ ~ ~ ,6. JACKSON SUB' , ~ (I N RSEGTON AT DILLON ROAD AND SHALL MATCH S JOE F. GORLEY ~ ~ ~ ~ ~ I T. IO ~ ALL BOUNDARY AND TOPOG U..i (~~4~ / COLONY PARK 5EG ~ ~ INFORMATION PROVIDED BY ~ / PB q4 P6.24
,~ONED:RM-6 EY MAR61E G. GOLEMA ~ , ~ I - -THE THREE-LANE GR055 SECTION OF THE NEW PB 21 P6.93 - PPARENT GAP BRID6ETT GORL , a ~ N , ~ LUG-I DB 2900 PG. 215 5,(7, JACKSON SUB D. - ~ TRIANGLE LAKE ROAD, A5 PER REZONING ZONED: 85-12 N > ZONED: R5-12 BORUM WADE AND A550GIATES.
Qo DB 2949 P6. 831 L~. - ~ - - ASE 99-44 CONDITIONAL USE PERMIT. ~ - - - -1 I ~ ~ I,~ i I Luc-I ~ HP TAX MAP 191 5 6 HP TAX MAP 191 5 PB 21 P6.93 W Q ~ ~ ~ _!n _ _ _ LUG - I ~~1 ATIONS BY FIELD nn ~ - SURVEY BY BORUM WADE AND
I _ I ZONED: R5-12 LUG-I ZONED. R5-12 LUG-I ZONED: 85-12 t ~ ~ - (131 I 5.6. JACKSON SUS'D. I / \ - _ J ! (aa~ ~
O I~' O I II ..~F ~ _ J I II 1 S O, r NSq 0121E ~ LUG-I _ _ _ I PB 2l P6.93 - ~ \ ~ v ~ ~ ~ ~ ~ - l~ ~ (I~~ COLONY PARK SECT. 6 X X ~ _ S 1 ~ hs~
i ~ ~ , ~ ~ ~ \ ~ ~ , ZONED: R5-12 UJ - E~-5~4 II \ \ \ \ ~ ~ ~ ~ / ~ LUG-I ~ ~ ~ PB 10 P6. 106 ~ I~ E IQ~ V \ \ o n / / ~ ~
` - J ~~ff~~ E 652. ' _ - I ~ ZONED: R5-12 l~ -~T = 30~2~'S6 0 - - / EIP' . IP ~ - - \ \ i ~ ~ ~ ~ GOL NY PARK SECT. 6 ~ ~ I
~ A ~ ~ _ - ~ i ~ lS~ ' I ' :t , ~ ~ ~ \ ~ 29 ~ ~ - - - - 124' ~ ~ EIP LUG- V 1 / ~ ~ P~.loe ~ v \ ` 1 ~ I _ ~ o ~ _ ~ ~ - - I Q/ ZONED: R5-12 / ' I"E ~(024.3Q I ~ -
7 ~3 / N8 / / ~ I m ~ uG-I i ~ , 1 - - - _
~ / EIP ~ / 100' I ~ I ~ ~ \ l
/ 324.05 5T, / 63' 69 / / 68' ~ I ~ ~ ~ > 51~ i 13 30~ / / / / I I I a
I y v ~ ~ . ~ \ ~ ~ ~ ~ - I I I ~ N8l°5`05 E--~ S ~ ~ ~ - Ste.. ~ ~ ~ ~~204 ~ - ~ - 76~ ~ / / / I i ~ 45 / ~ / ~
PB 16 PGA ~ ~ -'S-- ~ ~ ~ _ ~ ~ ~ _ ~ ' , ~ EIP ~4~ tea' / / / ~ 1 - I ,381 Fr 1 I ` I ~ I ~ ~ / / / / ~ r\, l i 43 OPMEN~ ,
zoNED: RM~6 ~ \ ~ ~~..:..~::.r.:~ ~ . ~ ~ o ~ - _ - - - ~ - 31 ~ / - ~ ~ ~ ~ ~ ~ ~ ~ 24 5Q-~ 1 - - q,33T SQ FT ~ - - - 32 ~ i I ~ I l ~ ~ ~ . I LUG-I ' v ~ ~ ~ ~ ~ ~ ~ ~ I q,6r - 30' o / / / ~ I I I , ~ ~ / / / / ~ ~ 44 I I I I ~ I 30j I / / / / X 9 1 5Q FT I ~ S A
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~ 4 _ ~ A ~ \ ~ ~ L GARROLLAND GoRPORATION ~ a sQ FT ~ I ~5' 1 ~ \ C ~ ~ c ~ ~ ~ i. M FE ~ _
404-8 NORTH EUGENE STREET ~ I ~ A ~ % o i ~ 1~3 I ~ I ~ 1 ~ _ / ~ T '9
I A ; ~ 1 , A \ a /o ~ GREENSBORO, NG 2140 \ ~ I I A \ ~ V I1~55 5Q FT r7o ~ - ,~o I .,I , ®40M ~ ~I~ S PHONE: [phone] ~ \ Q I ~ I I ~ . I ~ I ~ ~ ~ ~ ~ V \ ~ J ~ e~ 1 f / /
I 21 I I v.,~, s r ~ 59 ~ 11 I ~ I I ~ ~ \ ~ . ~ v ~ g ~,v ~ - - 59 ~ / ~ / r~ , ~ ~ ~r~t..SPILL~VAr \ \ ~~P ~ ;
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DELLA EVANS HOD61N ,a~ / I ~ ~ ~ s v ~i /i..::. ~ ~ / ~ ~ _ III ! l / i / y ~ / , ~ / / ~ ~ i
I ~ \ \ TA 21+10 A DB 1100 P6.261 I I ~ ~ \ ~S ~ \ 5 (L) ~ l i i ~ / /
~ ~ I I r ~ S / / ~ ; \ V'; ~ - \ TOPI 84.151 TAX MAP 391-5-II I ~ ~T.~iT 2 I I ~ ~.~~;A': A \ ~ ~ : lq .15 / ~ i i /
I ZONED R5: 9 I EAS TYP, / ~ / I / ~ I s ~ ~ ~ ' ~ ~ LUG - I / / 1 I ~ , ~ ~ / / ~ is / - / / /
I l 1i I ~ l q,511 FT ~ / 150 ~ ~ I~ ~ ~ ' V ~ A /
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I, I i ~ ~ I I 1 5Q F~ I p ~ I ( \ \ ~ i ~ v ~ V ~b1~t r I I:
m~ru Avg 2 o I ~ I ~ 24 ~ 8' ~ ~ I ~ I \ ~ - - i INV 89.ob I l l v~ v v I / / ~ ~
v a,oo SQ s ~ v - I~ Av I i N ~ 6 i. I 6 A 1 \ I ~ ~ ~ I N q, SQIFTdJ \ \ \ \ ~~1 I ~ ~ ~ TERSHED RLA 15 IY~: bA~Df~L$ I i ~ 1 I l l l ~ ~ I 1 I i / ` I I I ~ ~ ~ A WS~h I I _ I I I ~ , RAL TE EA ~ I I I !
~ ~ ARVIN ti 6 ~ A~ I / ~ / / 60 AP RI R I / ~ ~ ~ T OF ~ I I I I, - I R T D TAN~E\TO\ELO(jDl~lA : \20b T I l
kwP m 9 I ~ 15 ~ \ \ ~ s I ~ ~ T ~ igb.oo I I y 5H0 ~ Y\ ~ , ~ ~ ~ I I ( I \ \ I ,
~ I ~ y \ ~ ~ I~ - TY UI T R TNIS I ~ - ~ \ ~ I I I I I I THE WA QUALI Q K~ I I I ~ / ` I I I / 51TE WILL E M~T~BY QN ~IT'E ~ \ \ I I
~ I I ~v ~ ~5 v'~` o ~ RoAD 5~ I Ch \ I 1 ~ Q { w I ~ •AO ,d ~ ~i~ I \ \ \ ~ ~ I I -CROP 5 D \I~ -T~ TIO ~O~iD ~ i DETENTION oND \ \ I I
11 ~ 'p \ IO,g2l15Q FT 1 q0 I I ! N ~ k ~ / I I 1 I1N ~ ~ I I ' / ~ ~ ~ ~ ' ~ _ I I I I ~ , \ \ \ \ \ I I i ~iQRM POOL E~/ lq .0 I I ~ ~ \ ~ \ \ \ ~ I I
W. F, SMITH SUBb, ~ 11 ~ ~ / ~ SOT 0~ P L ~ I
v ~ I I ~ 1 I ~ I I / P BI b P6. I 1 2 1 / ~ i \ ~ I ~ I I ' i/ ~ I I ~ ~ ~ V A\ \ V ~ 1 / ~ v / I I ~ ~ ~ I i
ZONED: R - ~S I 7 I 0,460 ~ FT 1 ~ I / / ~ ~ 59 , I I ~ ~ 52.~ ~ 5 ~ ~ \ ~ ~ ~ , , ~ I v v v ~i I I ~ ~ ~ A I I ~ 0 BY: RROLL INVESTMENT PROPER 5, INC. A I - V ~ Il ~ \ \ \ I I
I LUG -I u~ qp~l ~ I~ I ? , / / / / / 5T , >1TL , ~ ~ .15 / .15/ / ~ ~ ~ ~ I \ ~ ~ ~ 1 I I y v V I I i , ~ ~ \ ~ I IMENT f/2EMOVAL IN ~FOREBAY SHALL OG~ WHEN 5~i ar THE \ I I
I I \ I I / 'K Val / ~ I ~ i / ' I I I ~4l i ~ ~ ~ ~~I I ~ A \ I - - ~ v v ~ I I T AL Fo~EBAY cAPACIrr RAS-B~ LOST. v ~ \I I I
J I / 1 / ~ ..i: '.I ~ / / / / ~ v I l i I I RAINFALL~EVE v~ A I I I
(4 ~ I (41 I ( / i ~ i / I / / ~ \ I. MONTH ~ OR AFTE(~ EVERY RUNOFF PROU~IG NG / ,v / , RIP-RAP ~ ` ~ I ~ I I i ~ R coM~s FIRST= - - _ v v ~ I I I
p~ I EX b" DI YJA 0 IV W I I / _ / / ~ Q 01~ ' ~ y L ,q14 ~ F'F~ 11 ~ I ~ ~ b ~N ~ / / 4 I / ~ BA~FLF ~ ~ ~ \ . ~ ~ r I I G ~ \ \ ~ I / ~ v ~ ~ I I I I ~ ~ A v~~ I I / / ~ ~ . ~ ~ 1 1 ~ ~ I
- L - \J / EI / / / ~ ~ A. I cr RACK, PRINCIPAL, Arm EMERGENCY S~L~wAYS ~ v ~ ~ I / I 1 1 v ST o+09 r~' _ ~ ~ ` 1 F AM( oR BLOCKAGE. ~ ~ ~ ~ ~ ~ I I
z I _ ~ EX " VG 5~ - ~ l / / I , ..I / / I I T : ff04 ~O,REBAY ~,fi ~ ~ v ~ , ~ ~ , r :804 ~ 1 ~ 1 I v \ v y. I i
w ~ - J N / F ~ / ~ ~ ~1NV. OUT= lqf I . IN: l9 .90 / ~ ~ ~ ~ ~ ` ~ II. ARTERL.Y (EOIIR TIMES A YEAR): ~ - \ ~ \ ~ ` ~iNV. our= 796.70 / / x . ~ ti ~ _A 1 1 / ~ v-~ v I I
A. MOW AND M INTAIN BUFFER VEGETAT 0 . ~ ~ ~ A I
lo' upluTY ~ / ~ ~ _ I I / I I I - ' '~1 / EA E TYP. ~ o~Q , ~ ~ J ~ ~ ~ I I / ~ 10,2 2 SQ FT ~ / / / / , ~ ~ ~ ~ ~ V ~ V ~ ~ B. IN5P~GT B EMBANKMENT FOR ER0510N AND REPAIR A5 DES ~ ~ I \ ~ A, / / ~ ~ ` F NY U~GUTTI \
~ / ~ A ~ V ~ V ~ ~ ~ 1 ~ G. NSPSGT Plf~ INLET ,(1ND OUTLET AREAS OR~+ ~ / i Jc \ ION AND REPAIR A5 NEEDED.
~ I ENGINEER'S GERTIFIGATION OF RUNOFF CONTROL: I I ~ / / / ~ 1 I° o ~ ITH I w I 3° / 4 / / I f ` f . - w I ~ / I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF IN COMPLIANCE W I I ~ / / / I k ~0
THE CITY OF HIGH POINT STORMWATER GUIDELINES FOR WATER QUALITY I / FT / ~ . ' . \ 1 / / / ~ / \ \ \ - A / / \ \ \ III. SEMI ANNIALLY (TWICE A YE R)
w I~ T THE RUNOFF CONTROL MEASURES I ' ~ 10,54f;ti' 5Q / / , . I ~ _ AND FLOOD CONTROL, AND THA I ~ ~ / / . .1: . I L SHOWN ON THIS PLAN MEET OR EXCEED THE GUIDELINES FOR WATER I ~ / / 0 I s , ` ` / . , ) ~ ~ ~ / / ~ ~ ~ ~ A. AGGUNULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET
F NTROL. I , I I - 6 11,681 SQ FT/ / s ~ i ~ I QUALITY AND LOOD GO I / / I , ' ; / / ~ / \ \ ~ STRUCTURE WILL BE REMOVED. I / D AT VARIOUS POINTS. ~ / \ \ B. THE FOREBAY DEPTH WILL BE GHEGKE
I ~ \ SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH 15 REDUCED
P.E. SEAL I 1 / I DATE:_ I , 1G ~ 3 / I , I ~TA 18~gf I - 9 / / I - ! I ~ INV. I TA 1898 (12TJ I \ TO 50AS OF THE ORIGINAL FOREBAY DE51GN DEPTH OF 2.6 FEET. ~ INV.OUIf l I -
~ / ~ I / ~ ~ SIGNATURE: 19 I I I -i• ~ NT RTIE5ING GARROLL INVESTME PROPE _ , , . 1V. ANNIALLY ONCE A YEAR=
~ 4S 1. Y ^ /f y . p io I ~ 5'~'~ / / ~ / / / ~ I ~ ~ 2 / ~ ~ ~ I I \ ~ TRACT 3 .e°;"',-~ q':", ' I \
~ / is ~ ~ / r / + 1 4I 1 OWNERS CERTIFICATE OF COMPLIANCE (a2 I (a3 / 1 / ~ : STP~ ±50 ) ~ ~ - I \ ~ DB 3688, P6 I326 A:,INSPEGT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE. ~ ~ _ ~.~''FESS;~-- H '~r{E pOND DEPTH WILL BE CHECKED AT VARIOUS POINTS. I TAX MAP 94-1041-IO66E I ~ 0; •~,o ~ ~ ~ ~ PTH 15 REDUCED a
N I IP sET ~ 5 / / / / / ...~I . I : I ¢ -,.SEDIMENT REMOVAL 15 REQUIRED WHEN THE DE ~ 1 ZONED RM-B ~ Tf3 lSRS OF THE ORIGINAL DE516N DEPTH OR 3, WHICHEVER 15 C5
I ~ / ~ N 1 1 _ l ~ I ARR AND CORPORATION ACCEPT THIS SUBMISSION A5 MY / ~ . a, , G OLL I / / ~ ~ UTURE MULTI-FAMILY) S~'Q~ 6t+'tEATER. DE516N DEPTH IS 5.0 FEET, MEASURED VERTICALLY l 1 ~ ~ ~
~ P NT AND AGREE TO INSTA ,ALL REQUIRED I ~ / / / ~ ~ - ~ l I ~ PLAN OF DEVELO ME L_ 1 _ ` / / , V, ~ / - °J ITH TH TIONS OF APPROVAL. - ~t i ~ / \ ~ ¦ ~ Q IMPROVE AND COMPLY W E N ~ ~ / / / / \ . ~ , ~4$ R~,P \ ¦ \ 1 AAA D~FIN1TION ; n ~ 4~3~ ~;FF~OM THE ORIFICE DOWN TO THE PONDS BOTTOM. SEDIMENT ~ R~,P \ \ ~ ` PROTFGT~D DRAINAGE , y
cv .9 , P ; ~ ° MUST BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH.
~ - (4~ / ~ ~ , 'A Il 5 (RT) \ \ U NO FILL, W/LD/N65 OR STRUG7L1eE5, EXCEPT FOR NW 7ER DEPENDENT i~ , • • \ rRI,OTURES GREENWAYS UrlLITYSUBSrAl/ONS, Ur/L/rlES, ROADS OR ~i ~ss''**++~~. `
~ ~~iE I W - - ~ ,v / I; . ~r ~ , ~ INW IN. '1AArx~ ~ IN. '1AAf)C) \ ~ n~ : gym, ~x,emn~.r~ndre cues ~ ac cr a~Fn nl~ . _ _ .
u DEVELOPER DATE W. F. 5MITH a BV- 2.62 \ \ (.//ITOC R-L-,"ILY VVt - u.. CON57Rl.0TED hITH/N FROTEG7PD DRAINAGE AREA5 A5 PROVIDED IN TABLE 015-16-04. e
° --P61bP6.21--- 1 \ \ 2) DRIVES, PARKING AREA5, OR OTHER IMPROVEMENTS SHALL BE GON5TRr a TED Z L~•
ZONED: R5-q (n 0 THIS WATER5HED DEVELOPMENT PLAN 15 APPROVED BY THE , \ \ \ \ NO 0LO5ER THAN TYKJ (2) FEET HORIZONTALLY FROM THE TOP OF ANY • \ \ \ \ BACK SLOPE ALONG ANY OfrN NGATERGGt'/RSE. PARKING AREAS AND 14550CIATED
: LUG TOP: 20 W m IEW MMITTEE (41 a m WATE D W REV / / J~ l - - INV. MIS ?Q1.~15 I I \ 1 EXTENSION OVER ENGL05ED 5'/BSURFAGE DRAINS. I ~Q ROAD I~ G ~ ~ \ \ \ \ DRIVES MAYBE GOk517R1,O7ED I) ( \ \ \ 3) IT 5HALL BE THE OhAER5 RESPON51BIL/TY TO MAINTAIN ALL AATERC-6 K 5 ING.
n A- / T / KV. IN. 14125 0 0 0 / \ ON PRIVATE PROPERTY?jgETHER EN5L05ED A5 5JB5URFACE DRAINS C ARROLL INVESTMENT PROPERTIES,
d 2 8 INV. OUT: 14655 _ \ OR REMAINING A5 OPEN CHANNELS. NOTE: HIGH POINT TOWNSHIP -GUILFORD COUNTY
DIREGTOR OF PLANNING AND DEVELOPMENT DATE - - - - - - - - - _ / / .7 / J m ~ I m a ! ~ % n SJ f1ARROLL,IPIY€5R~ T \ \ LEFT TURN LANES FROM SHERRILL HIGH POINT, NORTH GAROLINA
_OPERT E5, INr, (46) ks) U , Z q'D TRAGT 3 'ERT E5, ING GRAPHIC SCALE ROAD TO THE 51TE SHALL ZAGT 3 BE PROVIDED AT AGGE55 5GALE: I" = 60' DATE: NOV. 20, 2000 PLAN
it - DATE - - - - ( OB 368 S f _ P DIRECTOR OF PUBLIG SE VIGES i b 8 o2(9 80 30 0 80 120 POINTS ON SHERRILL RD, AS PER GPT EN6INERIN6 AND SURVEYII~, I NG. *-P& - I CONDITIONAL USE PERMIT CASE Gq 44. TINE
0 0 > _ _ T~tX-MAP 94-1041-1066 E - TO BE ZONED RM-8 94-7041-IObbE-1 , - - ' \ LAND DEVELOPMENT GON9UL
- - - ZONED RM-8 - 2401 PENNY ROAD SUITE 105, HIGH POINT, NG 21265 MULTI-FAMILY) 1 INCH - 60 FEET PHONE5: (33(9) 812 8800 FAX: [phone]
DIREGTOR OF GENTRAL EN6INEERIN6 D (FUTURE MULTI-FAMILY)
/ 6 / O

w le' uxF.
_ mP a BDw MN r Fr~JSOAm (uIH.) 84" TRASH RACK W/ ANTI-VORTEX PLATES TO EXTEND b BELOW 5-1/2 ORIFICE
uIF. o6cN HIa+ wAtEP SPIUwAY aFE_cr ~ 100 YR. EL.: 79q.84 IS' TOP OF DAM 36" TRASH RACK W/ ANTI-VORTEX PLATES
~ sEnluENr sroPACE EL. 901.00 TO EXTEND b" BELOW 2-I/2" ORIFICE
wxuuu FEVEL of SFDWENr aEV+ our srAxE-~ N u' !sT wASxFn ~ wx. 3 NGY SPI Y ~~D " FLOOD WATER STORAGE EL.: 798.70 wNEN rN6 IEaEL BETCNm) I 100 YR. EL.: 821.69 IS' TOP OP DAM EL. 830.00
r/a 12' BENCH 3 ME~RGENGY SPILL Y
- TOP Of RISER EL.: 196.00 I 12' BENCH FLOOD WATER STORAGE EL.: 821.30
~ WATER QUALITY STORAGE SECTION THROUGH BASIN AND FILTER 4,00' ~ NORMAL POOL EL.: 794.00 sN 3 TOP OF RISER EL.: 824.50 12' BENCH ~
TOP Of BERM EL: 793.00 5-1/2 DIA. ORIFICE EL.: 194.00 WATER QUALITY STORAGE
i ' I i 4.00' ~ NORMAL POOL EL.: 829.00 f
~ 5Rt FENCE 3 13 Q' 3 W TOP OF BERM EL: 822.00 2-112" DIA. ORIFICE EL.: 823.00
/ A I r~ntr mP ww ua _ sEE ww aAss ~ i / ~ \ ) 906 OF SP1LLWAr~ NIP PAP Q/ 3 a
~U~- ~ PAP w°oN 3 W ~ / ~ A~ / s B1sN sFenoN.~ovc FOREBAY I ? LLl ~ I Q _
~ ~ ~ \ Di1 Q "U /3 11 ~ 3 3 Z d
_ ~ ~ Cp ~ - - 7 W4141ED STONE SHEAR GATE VALVE - ~Sar FENCE PERM. SEDIMENT INV.: 199.50 ry ~ (2) 72'x l2" ~ FOREBAY ~ ~ Q.
ANTI-SEEP PLATES PiP PaP aPHON To coNrwDE STORAGE *o uNlrs or oisruaeeo nxEa ~ BOTTOM OF POND SHEAR GATE VALVE Q
BOTTOM OF fOREBAY ELEV.: 790.40 (av ~ ELEV.: 790.40 Pte. SEDIMENT-~ INV.: 820.50 rv N (2) 54"x 54" ANTI-SEEP PLATES
SEE PUN ELEVATION OF BERM AND FILTER STORAGE 78900 y,~ 115 LF 48" I
BOTTOM OF POND ® LAN D JOINTS d ~'P A 4.78
~~us: GASKET I. AREA uNDm nlau+Ianxr suu EE arAam, cPUBBm• ANO srPlwm a ANY vECETATaH uro Boor wr. TEMPORARY SEDIMENT STORAGE PROVIDED RISER ELEV.: 184.00 PERM. SEDIMENT BOTTOM OF POND BI9.60 019.60 I^VFL,gN ED JOIN 18 G.A.P ®I.00~
THE PDOL MFA swu eE aEwEU. N FOREBAY. SEDIMENT TO BE REMOVED FROM z. THE RIL wrET°AL ruR THE EWavIalENr sHUL eE FWEE a Boors oB oB+w wvov; ~ECErArroN As wnL FOREBAY ONCE SITE IS STABILIZED. , STORAGE PERM. SEDIMENT T5 d NEO
As awrsaEO soNES, HDacs. oFluu~c wrEPwL oW arNrn oalECnowaE wmnu. ENE Eueu+KUElrr sru 78350 °E coFVrclEn m rRAwmNC wrtH EaumuER wH°E exit coxsmLCaD. svnLwAn sHDUIn Nor aE ANCHOR RISER IN coNSmucTEO rNPalcrl nLL sECnoNS. 100'w x 10.0'1 x 2S'd 18350 BOTTOM OF FOREBAY STORAGE GASKET ELEV.: 819.60 I
1. smINDR sHUL eE PEIq+EO AND TRW RESrORm ro rrs ORIOIYL auEraaNS wE1EN THE sEnuExr ws rccwuurED CONCRETE PAD 4.0' GUT-OFF TRENCH TO ONE-IMIF IME OESIUI OPIH OF THE 7PIP. flDiO+ED SEpYEM SWiL F)£ OEPOSIrm N! A SUOABIF AREA IN SUCH 1EMPORARY SEDIMENT STORAGE PROVIDED 816.00
A wNNFR Twi O WILL NOT EAODE ~ ~ " A~ ~ wDE ~ NED~ NAT DETENTION POND #I IN FORE$AY. SEDIMENT TO BE REMOVED FROM ANCHOR RISER IN FOREBAY ONCE SITE IS STABILIZED. 5.0'w x 5.0'1 x 2.0'd CONCRETE PAD 4.0' GUT-OFF TRENCH
5. casrlFUL~IDN oFauTgN swu eE cAPBIm our nl sxa+ A wNNER Twi FltosDH uA wAtm r>ouut>oN s ulwlam. e. aL cur ,wo FrtL s<oP6 swu °E 2:1 oW FuTtEFt
r, rc sEOIUENr BASN B IN usE So aan aR IoNaP, Eu°uWCUExIS sFaun eE s®ED aW mNmwaE PFIOPEItLr sr~~sAUm. N.T.S. " e. sloPAa AREA x SNOWN As RECfANCUINt FaW K1lIBfR1IM1E PlMPOSFS owr• ANO wr x roNSFPUORD IN ANI SfwE 12 G.A.P. TRASH RAG GA.P. TRASH RACK VAT DETENTION POND #2
PWVaDED ,HE urcauuu sroPACE wwuE Ieaul°EmTr a uEr. THE BASn+ sawn use PE omENlm sue nur ~ NU EXPANDED ALUMINIf•1 FlLTER 1ND THE w1N FLOW OF' WA1FR A/A SFDWENr /AE ON OPFKlSOE ENDS ON THE IDNCEA BASPI ONAENSK)NS. XPANDED ALUMINUM TOP
B. BEOIARFD STdtIOE 6 1BD0 OJBK' iEEr OF SIOPIAE V9lUlE PEA ODlUOED ACwE PECOYNFNDED SrORK,E b 1°D) CUBIC FEET ov srorocE Pm ACNE a owvwcE ARD, b'X E 36" GA.P. TRASH RACK N.TS. b'X b" SPAGII~ W/ EXPANDED ALUMINUM TOP
ID. 7HE IExcBI of THE smNE ounET (sPBLwA>7 6 ro eE BASFn oN A m raw sloPU. 0 n. WHENEVER roPOawHr uLRws, n+E aASIN LQ1CfH sNaw BE rwKZ (zxl n+E Basni WiorN, ro uLOw FvN sErluNC. 6urlEc ANTI-VORTEX ON BARS TFX
5lKll°D BE PRPrWED M THE 81AN M77EHE 11E IFNGTII 6 l6S THAN TWICE 7HE w1D1N pl A~ 12. CIENlOU1 STAKES SHALL BE PVCED IN .YL SFDIYFM 61SNI5 AT THE IDW POINT wl M B1SIN. 1HE SFAK6 SW1L BE 1lNi1J.D ~Lf'~ b"X b" SPACING ON BARS
SHOWING THE IMlF FULL, C1EVlOUT POINT, OF THE B451N. iJ. SafETY FFNCMC 3' RICH SNWID BE FEACm AAg1N0 R! SEdNFNr BI4IS. ANTI-VORTEX PLATES
I1. FarEx PAAIIL ro Pucm uwEH wnBE Bortal a sEDIIDR BASWI. 20F
i TOP OF DAM
'r , TEMPORARY IMENT A51N e3o.oo I 'r \ 1 vl
N.T.S. I 6i~A55 LINED 'r, I r I
3 82130 i
12' GA.P. TRASH RACK A.P. TRASH RALK
~a ~ F+.gl.k srREer I.l, 25' 36" GA.P. TRASH RACK FILTER FaBwc rV e' MAx. EIETYEEN PosTs
# ~ wlRe BAGKINS
~GSn~ WET DETENTION POND 2 - saL srneluzATwN F 1.7' 2.0'
umeR n r~ wolf _ _ _ _ - - F£TAL POST
~ 60" GA.'' POST, 6'LONS,TRIANGIF STEP 60" GA.P. ~ e' wAx. sPAUfrG
I RISER RISER ~ y
- - 24' GA.P. r~~RF Ia earGE, r,r~N SPALIN(i b INDIES
t F ~ RISER STOFf STOP: !4 YU51~ STOId
A ~ TRASH K DET~ ' K DETAIL for POND #I
- - N.TS. B' N.TS. RACK DETAI for POND #2 2' ' - - ' ~
1~ 1RA5H u u u
I. A STADILi~ BIiRAlYk PAD OF 13' COVREf A66Fte6A1L SHALL EE LG~,AT® WH8 ~ ~ I TR/dFIG MLL ENiH2 OR LE1VE iFE LOFG1Td1~TI0N SITE ONTO A F19LIG 57R!£T, ~ N.r.S. ~I e' IT E
1. FILTBt fA6RIO OR C.OMPK1® OAI5IER F3N STCFE tMY ~ U5® A5 A 615E FOR THE OOFL5/TdGTION BtIRMlCf. 3 BlIRAICE 5FV118E hK1NTAIFFD M A LClDlT,ON wwa+ IuLL F'F~iHTr rRACxn~s OR FLOHtlN6 ~ sFn~eR TOP OF DAM ltit]1E.4 I. Fx1tn Bxea7s SHiILl ec NSPETTEn K TIE nwr+cwlr
oNro F76uc sTEars oR 6nsnNS PAVT38tf. TH5 rv.r ldfillfE F'ERIODIO roP Of~FG wrN AODITIONPL 5701E AS C4fOIT10N5 YVi5iA15T NO R~AHi OR C1FNrAfr OF /JtY F£/fii85 1F~ TO TRAP SE9w9R. ~ I.oO RLSPORSTd1F PMIY alt NS ASFNT YEDNiar uTCV EApI R4IFILL ND Ai 1!/Si dLY GlIlO1C PRQnIgFD PIKAIL
AN, SEDRElR SflLLID• ~ TRAl.A79 SRO 5TR~75 F,b. ~ R@YlrID wsEDU1H.Y I GRASS L I NED Q S. MBI APPROPRIATE, Y'1~5 MbT 6E CIEN® r0 @lr7.2 5~ElR PIt10R r0 CFr6RP15 A F1ELI0 5T1~T. NISI 1 IS.lO INf REPA% IQDm SNN1 ~ INOE ~IIEOMFIY. z. swan nc FA917C UECnLi05E art BEWLE MrETiECmE vPoOH To ra ENO OP THE FXPECIEO 115"HlE ItFE Aw TIE BNlPoER SIILL 6 NECESSARY, THE
INL'INS 15 REQ[aID, R SNAll ~ DQE M AN /JSt 5tA011ffi? I'ITN CARED STONE /{KN DRA86 IRO AN APRIO'r~ SIDR~EEFr 6Y.,N 5~ STD. N0. !0116. U'~GK DAM ~I FAERIC SH41 aE PE%/Cm PRORPRY. 3. SEnNIEM DEPoSrtS SHOUn BE NEROeED AfiFR F1GH SIORR EYE1rt OR SILT
w. 501 S7AaLIZATg1 FA6R1G (A6 5PF(AFEp 6r TIE CE5N/~ 9NAi16E 16m. FENCE SwUID AE RE%ILED. THEY NUSf !E REll014D MM1IEN DFPOSII5 REAC71 A DISTURBED) AREA = 0.5 ACS. ~ExU'R~i tIE SLT n aoaID sNUi e~oR~EScEn. ~m~caaoau NINC L+
T ~ TI ENTRA E STORAGE REQ'D = q08 GF (0.5" / AG.) v THE °0S1hG P"~"'~n Al'D QED
N.T.S. WET DETENTION POND #I STORAGE PROV'D = 14' W X 24' L X 3' D = Ip08 GF DRAINAGE AREA = 4.1 ACS.
Q= (0.5)(4.OIN/HR)(4.IAG5.)=8.2GF5
WEVR LENGTH = b' \ DAM DIMENSIONS = 14' L X 3' H X 2' W ®TOP
FILTER FABRIC _I
6'
K TIT- ~ ~_I GHEGK DAM 2
R. A DISTURBED AREA = 0 ACS. (DAM 15 PROVIDED AS EXTRA PR0IEGTION) FETAL Posr ~
~Sl WASHED STON it WASHED STONE STORAGE REQ'D 0 GF (0.5" l AG.) -
a° QIO=(12.28)(0.50)(6.3) I' THICK _-1121FT I' THICK STORAGE PROV'D 24' W X 48' L X 3' D 3,456 GF 2' GLA55 "A" 1^~LL DRAINAGE AREA = 15.0 ACS.
4 a QIO=3q GF5 ° °d a - ° GRADED RIP RAP Q = (0.5 4.0 IN / HR 15.0 ACS.) = 30.0 GF5 WIRE ScR>~N
~o r ° WEIR LENGTH = 10' w~ ll2 ' oPauNrfi ` 2 DAM DIMENSIONS = 12' L X 3' H X 2' W ®TOP ~
° a 4' 14' 4' FLOW 515T0~ 32, ow 1
2-3' q - FILTER FABRIC ~ SEDIFBlT
III-11 LQ' I 111-111-1
-1 I I i-1 I I-1 _ _ g'
4 I I I-11 111-111-I I I _ - ~T' RIP RAP PAD I
30 CURB ~ GUTTER ~ - I = III I.o I-III-I l .I - U ~ - - - U INLET
l l_I I i t l_I l l_ ~ III O I-III-11
x - ) O - = O O U - ~ II II 0 0 III-III 0 0 - SECTION A-A q A
00 0 =III I=III=1 - o000o RI RIP RAP GHEGK DAM
o - 501L I III-I I ~r~r-,UU,~ U 111_111 - 4 2 MIN. O O ~ =III ROCK DAMO - - C ~ of l l_I 5T NE WIRE I ET TE TI N
0 0 ~ III-11 U Uvo~o III-III-
= O O O - Q -III OC?O O 1111_111 00 00 I, !®IHBfT "JVIL ~ RBHOr/9 A70 iRM RBTOISO TO h! ORMAN~L DR@610N9 WB! TIE SEDRENt INS AOCARLEATED TO I!1 TIE OFIfiN O~TN OF TIE TRAP.
0 - 0 00 0 18 F~o~ o ~ I-I I n„n ~ ~ I-I ~ I_I I. ISFVaID l1mRB1i SN11 OfPOSITHI MI A lUTABII NSA NO M 9KM
MIN. ~ - - - - =I SEEDBED PREP ~ PREPARATION AHN~,~T'TwL~NmE,». 71E ST101GT1S SINCE !C MFiFTLI® AFT9L PAGN STORK NCIf DY TIE FMINYAALLY FESPo151gE PARTY OR IAS A6EETT NO R~AA25 HARE AS IElf'~f ARY.
=1-III- 1. COIKTRICTION OP6tATI0N5 SNALL !E OAS OUT M ".A1C/I A HWlFt 71NT EROlION NO WA79t PgLRION AEE MANHIZID.
_ -III-1 I-III-III.III-III-III-III III-III-III-III-III-11 -III-III III-III-III-III-III-III-.I -III-III-III-III-III- FILTER FABRIC I. INSTALL SURFACE WATER GC THE 5®IFBff 1R/i" 51NI1 !E REf10YID /JO TIE AFEA STA&LIIID MBI TIE =AGE WATER CONTROL MEASURES ACCORDING TO PLAN. L oR,yN.~lASIN w.s0~1 Nd7P6tl.Y liABluffil,
~ SEEDED SHALL BE RIPPED AND SPREAD WITH AVAIALABLE
I Q-GLH~ 2. AREAS TO BE SEEDED SHAI b TOP 501E 3" TO b" DEEP. T( 12"#5 WASHED 5' 3q.0 GFS=(3)(L)(I.O~) 4" To 6" DEEP. IF NO SOIL TO b" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE
STONE L=13.0' FINELY GROUND DOLOMITIC .P. IF NO SOIL TEST IS PERFORMED, APPLY 4000 POUNDS OF 1ND DOLOMITIC LIMESTONE PER ACRE, 600 POUNDS OF SUPER- flLiLitPABRIc
U PHOSPHATE OR EQUIVALENT OR EQUIVALENT PER ACRE, AND 1000 POUNDS OF 10-10-10
P~~MAI~NT RY DI I 00 U U U FERTILIZER PER ACRE. LIME TO G G G 0 'ER ACRE. LIME. SUPERPH05PHATE, AND FERTILIZER SHALL BE ~
N.T.S. 2 ~ O ~ 3 ROCK DAM APPLIED UNIFORMLY AND M I o~~0\ 0 I =ORMLY AND MIXED WITH THE SOIL. c° '.~h,, • _ L SCHEDULE PRE~ANSTRUGTION MEETING WITH EROSION INSPECTOR AND
4 0 0 U ~ ~ D50=~i 3. L005E ROCKS, ROOTS, ANL I Ooo0o0- .5, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM A% Q ,r pf L~' . ~ - GRADING CONTRACTOR AND OV~PIER TO OBTAIN GRADING PERMIT.
O O o O Oro THE SURFACE 50 THEY WILL LEGEND O O O O O 50 THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND ~ ~ ; ` ~ 2. INSTALL EROSION CONTROL DEVICES, WHERE POSSIBLE (STONE ENTRANCE, SILT FENCE, E OF VEGETATION. B' _ 15.) N ~ ~ ,^,I_ ROCK DAM, TEMPORARY SEDIMENT BASINS)
0 0 0 0 0 0~~ U MAINTENANCE OF VE6ETAT1 0 0 0 0 0 0 0 0 0 U U U U U U U U U 4. APPLY MULGH(GRAIN STRAN h&1 GRADED . ~ 3. INSTALL PROPOSED WET DETENTION POND FOR USE A5 TEMPORARY SEDIMENT BA51N. H(GRAIN STRAND AT A RATE OF 5000 POUNDS(2.5 TONS) PER ACRE. RIP RAP ~ C~ ~ ~~I^"- ~ T NT
PIPE NUMBER (TiZIAN6LE LAKE ROAD): I " 4. INSTALL STORM PIPES 12 AND 13 (TRIANGLE LAKE ROAD EXIENSIOW TO DIREG SEDIME SECTION A-A r ~`,~1. . ' RUNOFF FROM APARTMENT SITE TO PROPOSED VAT DETENTION POND.
O _ NOTE: rr ~ ~ N R I NTRO DEVICES. r 5. CLEAR SITE SUFFICIENTLY TO INSTALL REMAI ING E 05 ON CA L
PIPE NUMBER (BROADSTONE VILLAGE APTS): ?I DAM 1=OUNDATION INCLUDING BOTH EARTH ABUTEMENTS • S ~C'~ b, CLEAR AND GRUB SITE.
MUST BE COVERED BY FILTER FABRIC. OVERLAP IFT. PLANTS d MIXTURES 11XTURES RATES/ACRE PLANTING DATES RIP RAP ET ``1 ALt; ~ T. GRADE ROADWAY. E' B. INSTALL STORM SEWER AND EROSION CONTROL DEVICES.
AT ALL JOINTS, UPSTREAM STRIP OVER DOWNSTREAM STRUCTURE NUMBER (BROADSTONE VILLAGE APTS):01 icy STRIP. TALL FESCUE 100 LBS. I. AU6 15 - OGT 9. INSTALL ALL UTILITIES INCLUDING WATER AND SANITARY SEWER.
SILT FENCE: -X X 2. FEB I5 -APR IS 10. SEED GRADED AREAS ONCE FINAL GRADE 15 ESTABLISHED. THIS WATERSHED DEVELOPMENT PLAN 15 APPROVED BY THE II. INSTALL UNDERGROUND urlurlES.
ROCK DAM DETAIL WATERSHED REVIEW COMMITTEE: I2. INSTALL sroNE, c~RB AND ASPHALT.
rn N.T.S, r 5G D PERMANENT DIVERSION BERM: ~ ~ ~ MIXED 60 LBS. I. AU6 15 - OGT 13. DRE55 AND SEED ROADWAY SHOULDERS AND SLOPES. 14. SEED ALL RESULTING DISTURBED AREAS.
~ WITH RED FESCUE v iGUE 40 LBS. 2. FEB 15 -APR 15 15. INSPECT AND MAINTAIN EROSION CONTROL DEVICES FOR DURATION OF GONSTRUGTION. 16 AFTER SITE 15 STABILIZED, REMOVE TEMPORARY EROSION CANTROL DEVICES.
~ q TEMPORARY DIVERSION BERM: ~ 4 Z 7 Q / INSTALL PERMANENT EROSION GONTROU VELOCITY MEASURES AND SPOT SEED
J TALL FESCUE AND SERIGEA ~ LESPEDEZA (UNSGARIFIED) AND SERIGEA 40 LBS. AU6 15 - OGT _ _ AND NULGH ALL RESULTING AREAS. 1NSGARIFIED) 40 LBS. IT PROVIDE PERMANENT GROUND LAVER ON EXPOSED AREAS WITHIN THIRTY (30 )
G DIRECTOR OF PLANNING AND DEVELOPMENT DATE WORKING DAYS OF COMPLETION OF ANY PHASE OF GONSTRllGTION.
~ TEMPORARY SEDIMENT BASIN:
~ I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY TALL FESCUE AND Q STONE/WIRE INLET PROTECTION: AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE BROWN TOP MILLET ro AND 60 LBS. JUL 15 - AUG BILLET 25 LBS. " ' Z~'U' 1~~~T 2 TAI 5 fl~
~ LE55 THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
I IMIT~ nF ~.I FAG7INI~ . rvw~ MAINTAIN AI I Pf2AGTIGFS AS 17FSI~~NFn nIDFr.TrID /)1= PIIRI I~. SFR\/I~.F~, 1~ATF _ _ _ _ _
o Q 2. THE SEDIMENT BA51N WILL BE GLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES TALL FE5GUE AND AND 60 L55. NOV - JAN Y ~v v V VV v J~ ` _ 5ROA0570NE VILLAAA
O LIMITS OF DRAINAGE AREA: - - - - 112 OF THE DE516N VOLUME. GRAVEL WILL BE GLEANED OR REPLACED WHEN THE WINTER WHEAT T 25 LB5.
CD (tl SEDIMENT POOL NO LONGER DRAINS PROPERLY. m 5. SEDIMENT WILL BE REMOVED FROM THE 5TONE/WIRE- INLET PROTEGTION DEVICE WHEN GARROLL INVESTMENT PROPERTIES, INC. - ;-~4
m EXISTIN6 CONTOUR: - - - - - - - STORAGE GAPAGITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE GLEANED HEEPING LOVE GRA55 AND n OR REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY. SERIGEA LESPEDEZA (SGARIF GRASS AND 5 LBS. MAR 15 - JUN 15 DIRECTOR OF GENTRAL ENGINEERING DATE JAMETOWN TOM5HIP - WLFORZ7 EDEZA (5GARIFIED) 40 LB5. HIGH POINT, NORTH CAROLISCALE: N.T.S. DATE: NOV. 2l4UDA GRA55 8 LB5. (HULLED) I. APR 15 - JUN 30 GPT ENGINEERING AND SURVEYING, W. 10 LB5. (UNHULLED) 2. FEB - MAR LAND DEVELOPMENT GON5ULTING 4600 GHARLOTTE5VILLE RD. C-REENSBORO, NG 21410 REVI5ED I/22/0I PER WATERSHED COMMENTS PHONE5: [phone] N FAX: (336) 2q4-81 11
0 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BEGOME5
CD PROPOSED CONTOUR: ABOUT 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS
NEGE55ARY TO MAINTAIN A BARRIER. Q COMMON BERMUDA GRASS C) STORM SENER: 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
AGGORDIN6 TO SPEC, IFIGATIONS TO MAINTAIN A VI60ROU5, DENSE VEGETATIVE COVER.
a. LL
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z _ - 5TA 17 50 (L) - T . ~ ~ ~ " = 2000' 1 I
TOP 806.05 2 INV. IN: 800 _ ~ ~ , ~ ~
\ IpIC/.OUT:80b.00 ~ .p - ~ ~ . 1 - ~ 1
\ ~ . O , ~ ~ - ~
~ ~ c _ / _ _ _ - _ ~ _ _ - - - TMENT PROPERTIES ING; . ~ t \ _ NVL~ ~ - 1 ' - 58x.5 ' ~
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O ~ ~i s _ ~R.~LLWAY_ - r ~ ~ ~ Q/ GATGH BA51N - " _ ` ~ INV,,821.30 _ \ ~ \ 'y - ~ ~ ~ m ~ w ~ ~ 0 1 . 0
5TA 13+10 {RT) - ' . ' ` ' - _ , C ~ } ~ , 9 ~ /
6\ ~b 36" ~ ~ TOPS 81110 vy O - - \ ; INV. INe - - P ~ - .w ~ ~ ~ _ 0 ~ , ~ Q' - z ~ jY
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- 'y 5TA I 12 (LT) J / r ~ / w Q ~ ~ ~ ~ J J _ ~ NOTE:
O , TOP: .45 \ / , _ Q
/ ti _ ~ ~ , ~ , ~ . FUTURE WET DETER INV, IN: 2.15 ~ \ ~ ~ VET ~~TEN~FION POND # ~ q ' ~ , ~ ~ ~ NDARY AND ToPO~RAPHIG Q 0 m ALL Bou
bO255 ~C~ / ~ ~ i / ' v. ~ ~ 0 ~ / ~ THI NOT _PART 0 " ~ . ~ r' A~ ~ . / ; ; . , NORMAL POOL E ~AGT , ~ ~ ~ N INFORMATION PROVIDED BY RT 0~ ~H15 GO ~ ~ ~ W _ ~ RUM WADE AND A550GIAT1=5.
~ ~ '3 INY_ .804.00 T / / ~ - ~ ~ , = / ~ BOTTOM OF PONS A POOL EL~~~ g 3.00 J q Bo L t w - Q ~ ~ ~ r ~ ~ STREAM LOCATION BY FIELD SURV)=Y ~~f OF POND ~L~j~~'60 - z 1 z
/ , _ ~ 4 ~ , BY BORUM WADE AND A550GIATES. : ,
. T - ~ " - ~ ' Q.
/ s,- J / T ~ . 'TOF~~ 81450 I ~ y \ ~ _ ~ - ~ ~ ~ i ~ , ;o
/ , ~ / ~ INV. INS .q5' ~ ~ ~ - ~_INV.: r~l / ~ ~ ~ \ ~ - - - - ~ ~ m - NOTE:
- - ~ ; - _ _ ~ ~ ~ ~ ~ ~ EFT AND RIGHT TURN LANES
\ A , ~ 81q.00 So, _ _ i ~ ~ ~ FROM KIVETT DRIVE TO THE 51TE ~ ~ ~ I ~ 5HAL1_ BE PROVIDED AT AGGE55
/~.l ~ q LF 18"GAP I . / ~ ~ 1 z I ~ POINTS ON KIVETT DRIVE, A5 PER
~ ~ i ; o o.8q~ # o ~ , / ` " 96\ POND 2 q INV. q.80 i - ~ ~ 1 ~ CONDITIONAL USE PERMIT CASE qq-44.
` \ ; ~oNV. OUT i TOP OF 24 .GAP ry r ~
/ , ~ ~ ZO 2 / , r q H RI ELEV. 82450 ~ \ ~ ~ ~ w ~ ,o
~ \ / STRE ~ , ; ~ ~ ~ s / BUF R ~ ~o _o< ~ ~ \ i - i / d' MAINTFNAWF PI AN FQR WET DETENTION POND ~2
~ ~ ~ \ ~ ~ OWNED B'(: GARROLL INVESTMENT PROPERTIES, ING,
~ J SEDIMENT REMOVAL IN THE FOREBAY SHALL OGGUR WHEN 5OSG OF THE
~ ~ / ~ 2 ~ ~ i ~ ~ ,1 TOTAL FOREBAY CAPACITY HA5 BEEN LOST.
f Q - ~ ! ~ I. MONTHLY C~'t i r2 JERY RUNOFF PRODUCING RAINFALL EVENT,
~ i ~ O ~ ~ / ~ , " ~ T H IN ' ' J~ ~ ' WHICHEVER C.UMES FiRST~
O ,'SS ~ / ' RCi \ , \ ~ ~ I ~ ~p ~ J k J W ~ ~ A. INSPECT TRASH RACK, PRINCIPAL, AND EMERGENCY SPILLWAYS
F ~ ToP: 821 ~ ~ / 'r \ \ ~ , ~ r, ~ i INV. IN: 82 .30 ~ ! ~ J J FOR ANY TRASH OR BLOCKAGE.
~ ~ ~ INV.OUT:B ~O ~ J
\ O ~ ` b \ ~ ~ 1 II. QUARTERLY (FOUR TIMES A YEAR): ~ J f I J 1
~ ~ ~ ~ 9 A - J A. MOW AND MAINTAIN BUFFER VEGETATION.
~ I ~ ~ ~ - J J B. INSPECT BANK EMBANKMENT FOR EROSION AND REPAIR AS NEEDED. J G. INSPECT PIPE INLET AND OUTLET AREAS FOR ANY UNDERCUTTING
A 8 (P ~W A A ~ATGH BASIN J J STA 3+82 (RT) ~ i OR ERO51ON AND REPAIR A5 NEEDED,
842: 5 ~ ~ ~ TOP ~ ~ ~ I MI- ALLY TYVIGE A YEAR)
I ~ ~ •~o I ~ 2 ~=50 ~ Nv. IN. s3b.8o II . SE ANNJ B ~ ~ INT ~ OUT; 838.60
I \ ~ ~ Off' 8.45 V ~ 33 A ~ A. ACCUMULATED 5EDIMENT FROM THE BOTTOM OF THE OUTLET 3' ~
{ I \ ; ~ I6 \ \ ~6 ~ ~ STRUCTURE WILL BE REMOVED. - R=98q,0 ~ I B. THE FOREBAY DEPTH WILL BE CHECKED AT VARIOUS POINTS. CJ
I I ~ ` ~ T-- ~ ~ ~ ~ ~ T - ~ o I „845,40 ~ ~ SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH 15 REDUCED
+ + I - - ~e ' L ~4~~86' U / TO ~Sti OF THE ORIGINAL FOREBAY DE51GN DEPTH OF 2.4 FEET.
+ + L, I - _ ~~~-~-55 58 9 "v ~ ~ s~ao ~ ~ ~ ~Y OUP 0 5 ~ IV. ANNUALLY (ONCE A YEAR): 2p
+ - _ ~ dp ~ + I ' + - _ ~ ~ 10,68 ~ ~ ~ - - - A. INSPECT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE.
I + ~ - - _ 443, ~ L, ~'Op' ` - / B, THE POND DEPTH WILL BE CHECKED AT VARIOUS POINTS. ~i3 ~ ~ 1
+ i i + i I ~ 1 I ~ ~ 'Op / SEDIMENT REMOVAL IS REQUIRED WHEN THE DEPTH 15 REDUCED i TO l5Ai OF THE ORIGINAL DESIGN DEPTH OR 3', WHICHEVER 15
~ ~ ~ I, \ _ _ _ ~ ` / / GREATER. DESIGN DEPTH IS 3.4 FEET, MEASURED VERTICALLY
+ + ~ p FROM THE ORIFICE DOWN TO THE POND'S BOTTOM. SEDIMENT °44'2 " - \ / ~ MUST BE REMOVED TO AT LEAST THE ORIGINAL DE51GN DEPTH.
I I ~ ~ \ ~ ~ ENO 44, + ~ I \ ~ \ i I I ~ i \ O ~ 70~7.1~,TO \ ~ TAL ~'~4TGH BA51N., \ ~ ~
I \ \ m ~ I i i O GATGH BA51N ` \ t - - G-~ TOP: e44.2o
~ \ + i I + ~ ~ NC G NO N 83 \ \5TA 5+60 (RT) Irle~our: a~a _ _ _ ~
~ I + ~ i \ a, i + i ~ \ T .83655 ~ i i \ + i , + \ i N: 831.40 ~ '~6; or ~
i i ~ ~ + \ I :83120 ~r i i \ NV. i , + i \ \ \ ~ ~ ~
+ i + i i \
+ i \ \ i + ~ + \ ~t ~ w.>=. 5M1T SUBDIV191oN ~ A ~ ~ ~ ~ r \ ~
\ W.f. ITH SUBDIVI5101tl~ ~ \ ~ , ~ ~ PB , PG 21 , + ~ \ 5, P6 338 \ Jam' ~ ~ ~ ~ti ~ ~ /
~ , A \ \ ~ Z RS-4 ~ + \ Z01~ GB \ ~ ~ \ / ~
~ ~ ~ + ~ I ~ + OWNERS GERTIFIGA OF GOMPLIA1~tSE \ \ V ~p01N'f \ ~
+ ~ + ~ ~ I \ ~ ' \ \ \ \ / ~ J \ \
~ i i I ~ I, _ _ _ _ _ _ , ACCEPT TNI SUBM15510N \ ~ + i ~ \ \ \ \ / / ~ \
i + ' + I A5 MY PLAN`OF DEVELOPMENT AN AGREE TO INSTALL ALL \ a, i ~ i i \ _ _ _ _i_ _ _ r _ _ _i i + REQUIRED IMPR\EMENTS AND GOM Y WITH THE GONDITI~S OF \ ~ \ / #!il###a \ ~ \ ~ / e~t~ ~#r#
+ + + ~ -T- _ _ i i APPROVAL. A ~ N , \ \ i / ~ o. .A
~ I 1- ----r---~--- + \ \ VELO NT+PLAN IS A 0 D BY TH , - ~ - - T - - - - - \ , THIS WATE SHED DE ~ ~ , - ~ - - \ V ~ ~ / / / NOTE: ~•'FrJ~~~'r \ ~ \ / R MAINENANGE RESPONSIBILTY \ . ~ » ~ / / IF OWNERSHIP 0 :
i \ I I + I ~ T - -I_ _ \ WATE4~5HED RE~fIEW CJO ITTEEE + i + ~ + + i + ~ i _ _ \ \ ~ Y INDING AND ~ » \ \ / / CHANGES BY MEANS OF A LE6ALL B \
nl ~ 1 + I ~ ~ ~ ~ ~ ~ I ~ ~ I ~ - _ \ - _ _ ~ ~ I I , ~ i + i + OWNER/DEVELOP~K \ DATE f ~ I I I a 1 ~ i + + , i + i i i I \ \ ~ . \ / / ENFORCEABLE MAINTENANCE AGREEMENT, A5 RE- ~ ; 14,x,,. ~ / / n~.
/ Y EGTION q-1-6(c)(5)a OF THE CITY \ ,
DIRECTOR OF PLANNING AND DEVELOPMENT DATE i i ~ ~ I ~ ~ ~ I \ + ~ , ~ + + ENGINEERS GERTIFIGATION OF RUFF CONTROL \ ~ / / / F HI H POINT DEVELOPMENT ORDINANCE, THEN •.,MG,r,;~4•..~„~ ~ 0 6
~ ; ' ~ , ~ ~ ' I CERTIFY THAT TH15 PLAN WILL GON OL RUNOFF \ NOTIFY THE PUBLIC SERVICES DEPARTMENT WITH t, ~ ~ GOEF. IN G x I PIPE 51ZE PIPE 51ZE USED INLET I f ~r ~ ~
' ~ ~ ~ ~ + i ~ + IN COMPLIANCE WITH THE CITY OF HIGH INT PIPE A TOTAL GOEF. R~ ~ ~ i ~ + ~ i \ » A FAL F~ GA / ~ THE CITY OF HIGH POINT. 'L ; o~~'' ~ F IZE SLOPE GAP 51ZE SLOPE L `j i
DIREGroR of PuBUC SERVicES SATE i i + i + , STORMWATER GUIDELINES FOR WATER QU TY ' + + , ' ~ ~ + AND FLOOD CONTROL, AND THAT THE RUNOF
+ ' + ~ + ~ ' CONTROL MEA5URE5 SHOWN ON TH15 PLAN MEE in 0.63 0.63 ab 6.3 ' 0.6 6.3 3. 2.38 12" 0.45 2.40 15' 2.85 - - TOTAL AREA: 7q.861 AG. (TRACTS I, 2, ~ 3)
AT ~ ~ ~ ' ~ ~ ~ ~ ' I I FOR WATER \ ~e o.2a o.2a 6.3 DiREGroR of CENTRAL EN~iryEERw~ D E ~ ~ , + , ~ OR EXCEED THE GU DEL NE5 15° 0. 4.60 I5° I 4 d't4 4 / NOTE: DISTURBED AREA: 41.60 AG. (TRACTS I, 2, ~ 3) 6.3 5.99 1,74 4. o WATERSHED BOUNDARY SHOWN PER SOIL TYPES; EnB, EnG, WkE, Gh, MaE, MhG2, EuB
~ ~ ' + , QUALITY AND FLOOD CONTROL. A b o.55 o.a5 6.3 Ua ~ ~ ~ i ~ Q ~ + i ~ 0.95 6.3 5.99 3. Is" 0.50 .6o Is" 4.11 I. b CITY OF HIGH POINT WATERSHED
- ~ i + + + + i \ se 0.26 0.81 O.a5 b. Q ~ + i " I b .o WATERSHED: 0.95 b. 5.99 4.85 15° o.bo 5.ob\ 15 3.94 SUPPLY MAP, DATED JULY I, iga3. OAKDALE GENERAL WATERSHED AREA(6WA)
°S W LINE TABLE ~ ~ ' ~ a _ ~ ~ DATE:-------------------- P.E. SEAL \ ~ _ + i i + i ~ i 0 0.30 I. O.aS b.., 0.95 6,3 .99 6.65 I IJO 6.90 \5" 3.09 .8
o ~ ~ i ~ I + ~ i i i ~ ~ + ~ a 0.65 1.16 O.aS b _ ~ LINE No. BEARING D15TANGE 0.95 6.3 5. 10.54 18" .00 10.'10 18" 1.02 3.8 4.00 N TP
c~ ~ ~ i ~ I ~ ~ o ~ 24.80• ~ i + + i + + i i SIGNATURE:------------------------------------ s 0.40 3.a2 O.a b' 0 DD R 0.9 6.3 5.99 24.48 24" 1.2 25.00 36" 1.29 0.96 4.00
-I 5 64 4718 W ~ ~ ~ , ~ L ~ I ~ ~ ~ ~ + ~n ~ o ~ 2q II + I , i PROTECTED DRAINAGE AREA (~'DA) DEFINITION O . 4 4.26 D.a5 65 0.95 6.3 5.99 25.2 24" 1.30 .00 36" 1.06 2.04 4.00
o Q L-2 N 28 3148 W 50 X RO TR 6 0.95 b. ~ 5.99 21.9? 24" 1.50 28.0 36 1.02 2.46 4.00
m I) l~ Fll I f3'/ILD/1~i55 OR 57RI.Y.IIAPES. EXCEPT FGR {ti4TER DEPENDENT ~ 0.41 4.61 O.a5 b... /'FDA Dtt7l~ r~Arc+ r~r~.a ~ lug /CP_Tl~lSIiTG
O STRL~TLRES, 6REENhAYS, UTILITY 5b&5 TATlON5, U TILITIES, ROADS OR 0 0.66 5. 0.95 6 ° 0.115 6.3 5.,11 51 24-" 2.00 32.00 36" I.I"I 3.115 4.00 vn'n`1„`' """u" (iIiRRVLL IIVYG;p I I ILIV I .015 60 30 0 60 120
BE OR 11 CURVE TABLE OTHER RELATED P&OLIC 1"a ROVEMENT5, 5HALL FLAG IN TABLE 615-16-04. - - C.0 6TRG~TED {N/THIN PROTECTED DRAIN46E AREA5 A5 PROVIDEL7 n lh - 5, PARK/M5 AREAS OR OTHER IMPROVEMENTS 5HALL BE GOiI". MVCTED q 15.50 15.50 .80 6.3 5.0 78.12 36" 40 111.00 36" 1.43 HIGH POINT TON45HIP - GUILFORD COUNTY
l m CURVE No. CHORD BEARING CH. D15T RADIUS LENGTH 7J DRVE 5.1111 115.116 HIGH POINT, NORTH GAROLINA 42" L0 100.00 42" 1.00 3.11 -1.50
~ I AIO CLOSER THAN 73^K> (7) FEET NDR/ZONTALL Y FROM THE TOP OF ANY io 052 16.02 0. b.' N _ ' 67.06' BACK 5LOFE ALONG ANY OVEN nATERGGI~iE. PARKINS AREA5 Alm A550CIATED 1.50 1 INCH = 60 FEET SCALE, I" = 60 DATEI Nov. 20, 2000 PUW
G I N 5Q°3717 W 6-7.05' IG41.00 < - DRIVES MAYBE GON51RleTII7 OVER E1GL05ED $L85U?FAGE DRAINS. n 0.05 16.07 0.95 i 0.115 .3 5.1111 qb. 42" 1.00 10.00 42" I.OS 0.30 'SHEET= GPT ENGINffRI% AND SURVEYING, INC.
r, ' 821.00 120.82' 3) lT 5HALL BE THE ONNER 5 RE5PON516/LIT)" TO MAINTAIN ALL nATERGGYR5E5 W G-2 5 08°30 01 W 120.84 6 4 0.18 6.3 4.111 143.5'1 48" L00 146.00 48 1.14 - - LAND DEV5 OPhBIT TINr7 2
0 I ON PRIVATE PROPERTY "TETHER EI~L05ED A5 5t8~lRFAGE DRAINS 4.63 29.24 0.15 'n a/- G-3 N 74 ° 13'08" W 14.25 -714.56' -74.2-7' OR REMA/NINS A5 OFEN GHAMEL5. 0.00 29.24 0.18 6.` 3 4.q1 143.5'1 48" 00 46.00 48" 05 - - 2401 PENNY ROAD WITE 105, H16H POINT, NG 212b5 4 0.~8 6 PHONESt (fib) 812-8800 - FAX [phone]
~ REVISED q/2l/01 TO SHOW LEVEL SPREADER 4 NEW OUTLET LOCATION FOR POND #2 4 NOTE.

i?
i
i NOTE: L
P818 PG. I ~ SHERRILL DRIVE SHALL BE IMPROVED TO THE ~ r~ OWARD P, COLEMAN d ~ . _ _ _ I I-~ ~ \ NOTE: 1 / 1151
ONED:RM_8 JOE F. GORLEY ~ ~ ~ INTERSECTION AT DILLON ROAD AND SHALL MATCH I MAR61E G. GOLEMA I 5.6. JACKSON SUB a ~ ARFNT GAP BRIDGETT GORLEY _ THE THREE-LANE GRO55 SECTION OE THE NEW ~ 21 ~ 93 _ ~ a ~ (14 / COLONY PARK SECT. 10 ~ ALL BOUNDARY AND ToPO~RAPHIc
~ Luc-I a - p, DB 2949 PG. 831 DB 2900 PG. 215 S,G. JACKSON SUB D. _ I ~ TRIANGLE LAKE ROAD, A5 PER REZONING I (V > ZONED: RS-12 ~ / PB Q4 PG. 24 INFORMATION PROVIDED BY ~ ~ ZONED: 85-12 BORUM WA DE AND AS~OGIATES.
s~ ` HP TAX MAP 191-5~ HP TAX MAP 191-5-1 ~ 21 P(,, q3 O +3" , ~ ~,p ASE Ga-44 CONDITIONAL USE PERMIT. I U~ ~n ZONED: R~rl2 LUG-I ZONED: RS-12 LUG-1 ~ ~ aE~ ATFn LUG-I - ~ ~ - - _ LUG - I ~ - TIONS BY FIELD
o o ~ zott~rD: 85-12 ~ ~ ~ 15.6. JACKSON SUB'D, I - ~ ~ o NSq 0121E (~3 I - - N n ~ 1 RVEY BY R _ ~(J BO UM WADE AND
- _ _ _ I PB 21 PG. 93 - ~ \ ~ I ~ - ,42 ECG, 58 ~ ~ \ _ _ I ZoNED: 85-12 COLONY PARK SECT. 6 X ~ 8 245Q E IgQ.Q5 _ _ I w - - X ~ (use 550~#~TES.
ee P ~ - - ~ 588°22'4 ~ ~ ~ PS 10 PG. 108 ~ M J W I, ~ V' ~ ~ 0
2 E 652. 0 I ~ ~ ~ _ _ - _ _ _ _ _ ZONED: 85-12 ~ ~ ` 2O0 _ - 124' EIP , ~ GOL NY PARK SECT, 6 p
_ 10 P6.108 ~
- \ ~ ~ \ ~ X28 ~ i_ _ - ~ s4 ; , ~ ~ Giza I - zot~D: R5- 2 ~ ~1024.3q ~ . - - NSl 4131 E - -
13,294 ~F~ - L N I. - _ - ~ ~ , ~q~ ' Ibq' ~ _ -
(i7~ ~ ~ \ _ - ~ SS ~ _ ~ I ~ o ~ ~ " , 324.05 ~ ~ 63' ~ bq' ; be' ; loo' g 5l' ~
PB 18 P6. I ~ zoo - - - - . ~ ~ m NSl 4505 ~ _ lb• 51' 13 3 ~ 45
ZONED: RM-8 _ \ ` - 9 u1 _3fl _ " ~ _ _ EIP 64~ ba' 0 m _ \ _ I LUG-I \ ~ ~ ~ ~ x6,824 5Q FT x,33? 5Q FT - - ~ ~ 0 ~ l _ I ,3 ' 81 5Q FT r
_ . ~ V I 9,811 5a i=T ~ 32 _ I , a~ ~ _ ~ _ 43 0 ~ 30,, ~ ~ ~ 44
27 _ . - ~ 30~, ~ _ v, \ I I _ _ ~ 9,854 5Q FT 33 ~ a 1 5Q FT ~ c4 ~ ~ i 9
12;W~ SQ FT I - v_ ~ I- 2 2.5 25 ~ 25' _ ~ 42 ; 11,313 SQ~ FT 4 1 -
_ \ m 9p31 5Q FTm 35 \ . ~ - - - ~ 'w ~ / , 4'~ - ap21 SQ FT ~ - ~ ~ ap42 SQ~F p' ~
. _ S - I. ~ I ! / ~ 0 41 SC>2 FT ' tL ,1 ~ I ~ ~ ~ 39 a,466 5Q Fr ~ ~2 2 ~ m z~ 5~ ~ 46
!r ~ ~ \ ~ ~ ~ 165' ~ , ; ' z~ ~ ~ _ 06' S2" I~ ~ ~ ~ ~ ~ - G ~ ~ - 6 ~ / r I~ - 38 ~ - o, ~ , I 36 37 a,~o 5Q FT, ~ I
~ ~ ~ \ - s ~ d \ - - , ~ ~ ~ r,~ ' ~ ~ 12,612 SQ FT a 53 5Q FT ab0a 5Q F~' ~ , . ~ ~ i .8 -X10' !~~u, ~ ~ ~r
N ~ ~ 7C S ~ \ SS ~ _ 6 i i Mrs O W . ~ /b ~ ~ZETAININ6 ~ %4N ~ ~ _ ~ ~ 5' ~ _ =rid ~ - ~3' 2 i
o _ cs ~ \ wAtC ~l~ ~ - ~ - - Z R _ - - ~LLG ~I, 35 H~ _ max: i 5b' ~3~ 3 b ~ ~r"' ~ ~i r ~i
54_ __d G ~ ~ \ \ ~ _ ~ N - - - ~1 ~ ~ ~ ~ r' ~ ~B, i ~ 41~ ;
u` ~ ~ ~ 110_ _ _ ~ i ~ _ _ ~ _ ~ 63, _ / i - 6 DI_WATERUNE
C` ~ 8 3 bT bb' 66 ~ ; - - ~ / ,
p ~ ~ ~ ~ ~ - LI ~ S N ~ ~ \ - - - - - 67' ~ - `J ' 47 ~ j ~ ~ - - ~ ~ 4j y- r't!.
y 23,513 gQ ~~T \ ~ \ - \ ~ ~ 66'- i 31' 12,138 SQ t=T - - ~ _ !
V - \ g9, - ~ - / t . _ _ _ _ . ,
~ - c4 9, ~ - ~ - ~ A ~ ~ , 12p11 1=T 6a ~ 3 ~ ~ i ~ [ ~ P / 6 i ,
i ~ ~ \ ~'1'~ ~ 9p52 5Q FT ~ 67 65 a ~ _ ~ 60' ~ " ~ i i~ ~ ~ ~ Q / ~ l! -
o s, >s; ~ 66 ~1 \ \ x,052 SQ FT 10<I21 SQ FT , ~ . 48 !1 _l
3' ~ \ \ x,101 5Q FT ~ i ~ ~ ~ 17 A \ s o~ ~
~ d ~ ~ ~ o' ~ \ S \ l4 ~ 2g, 13,884 SQ FT ~ ~ , \ ~ ~ 51 a,~q0 FT ~a,Q115Q FT / / i i ~ ~ t.:. . . -
N X ~ p. 7' $ ~ 52 ~ 10,511 5a FT - ~ / / .,fibfb "SQ FT ~ / ~ I W m 53 - ~ / / o,
~ o ,S \ 64 ~ r ~ ~ 10,83 ~ ~ , / / - , 54 ~
. ~ ~ \ 11,122 SQ F'f ~ ~ / a0 _ 12,468 5Q E ~ ! ~ 'h~
~ ~ j y c4 ~ / 1 ~ 1$TAI \ 62 ~ 9,226 5Q FT f , 7, . ~ ~ ~ ~n ~ ,y~ ` ~~WALL. ~ ~ - ~ ~ . ~ /
9 ~ O~ ~ ~ ~3a SQ FT in 9,r,~{I SQ FT \ ~ ~ ~ 51`' ~ u~
~1 ~ 2b ~ C 9 ~ ~ . S~~ s A ~ r. N ~ / / e - 56 ~ ~ ' 2 ~ -
~ o~ - . ~ ' 132, / _ _ 12p81 5Q FT W ~ry ~ zTOREAM ~ j / a 1 = ~
o , ~ ~ \ 70 ~ 63 m ~ S~. i \ 9 8 SQ FT 50' S 14 85 SQ ET ~ ~ BUFFER ~ ~ , ~ !6!, 2 ~ ~ ! \ ,
~D . ~ V ~ ~ ~ - \ ~ Iq~ ~j r~ ~ - _ ~ ~ ~ 6~ ~ A, ~ /
~ ~ ~ 1~9 ~ I ,a ~ - Q '13' / / ~ ,I 5 u ~05' % . ~ ~ : '
~ ~ lq' ~ 14 ~ o~ moo` ~ ~ ~ 9 5Q FT ~ / y'~ i ~ ~ 57 / ~ ~ .i t - .
~ gAbO SQQ~T ~ \ 0 ~ ~ ~ 9 V mi A ~ ~ 0 a ~T / ~ \
~ ~ k~~' A ~ _ - - I ~ ~ 9,5~ N \ _ ~ ~ ~ \ ~ ~ ~u~ Q ,.r ~ - I,~, _ ~ ~ ~
~ - i' ~ ~N , , ~ 62 ~2 ~ A V _ ~ i
~ \ i `-X~ ~ , ~ ~
/ ~ ~ a 0 2x85 . " ~ , , i ~ ~ ~ , ~ - _ -
owt~RS 13 N ~ a - ~ ? ~ 58 ,239 SQ PT ~ \ 58 ~ ~ ~ ~ q - ~ ~ 1 SPREADER
GARROLLAND CORPORATION x,006 SQ FT 2~' ~ \ ~ , ~ L, _9,'~t5 8f 404-B NORTH EUGENE STREET ~ ~1? ~ ~ ~ ~ : ~ C L~ 9'4t5.5GtfT y ~ C ~ _
sREENSBCRC, NG 2iao! ~ ~~3~ ! ~r ( ~ ~ ~ 61 _ ~ S` l 9- ~ 1 L ~ 1, ~ ~ j~ ~ AM FER-~ ~ \
- ~ \ ~ A V ~ ; ~ . PHONE: (336) 2l4 8531 , ~ ~ Ili SQ FT -
i ~ ~ c,,.ro,M,;, o-~ \r S~ i\ I 21 ~ ~ s ~ 59 s~. s ~ Q ~ / ~ s. ~ ~ i-'~ P 9 ~ ~ _ ~ , _ ~ ~ ~ . EMEiz. SPIw AY ~,'v
12 ~ ~ ~ ~ ~ v ~ ~ T ~ A ~ d 60 x,141 5Q FT _ c,
~s.,.~ A \ ~ ~ ; . "".r"~~ ~ 9,314 SQ FT C4 ! ~ ; ' Y - ~ ~0' \ 13,'139 5Q FT / ; J i % / ' ~ ~ ~ ~ % _ Goa
DELLA EVANS HOD61N ~ ~ ~ ~ ~ ~ - ~ ~t ~ ~ T ~ ~ - ~ / L / f ~ I ~ ~ S \ ti~ \ I - ~ i g~ ~ ~ ~ ~ ~
DB II00 P6.281 ~ s ~ ~ i ' ~ A \ ~ . ~ - ~ ~ STA 21+'10 (LT) ~ q
TAX MAP 391-5-II ss 2 ~ ~y~ ~ ~ ~ , ~ ToP: .151 ZONED R5: 9 ~ ~ ~ ~
- ` ~ ~ ~ . ouT: 19x.15 / LUG - I 1 ~ 9, SQ FT `F` , - r i~~ ~ \ '(rte
~ ~ ~ ~ ~ - all FT ~ ~ ~ ~ i i 'S ~ ~ ~ ~5~ \ ~ - ~ + ~ , . T/ ..ter 1 ` ~ \~i ~ / ~ / ,
~ \ 6 a' ~ \ \ y r - u? ,
~ \ \ % ~ . ~ ~ ~
~ ~ 30 . r ~ ~ 0 23 ~ > ~ ~ , e/ / ~ a ? ~ ; ~ OWNS P bR MAINS NG~ REP©N51 IL``TY~ ~
10, - • ~ emu. ~ ~ 9100 5a FT ~ t~ / GHAN $Y AN~~OF A EGAI..~.Y~ BI ING AND ; ~ ~ ,
'•r' ,q.,. ( ~ ~ N 9,'134 ~ FT r ~ x8 II c9 I 'l ` @ ; AO s ~ INV i ~ IIJ _ _ ~ ~.f / ENF FABLE MAINT~I~fAN A6RE~M~N , A5~ RE-
BA'Bt5 A EIP ~ CQ ~ ~ r ~ y • , / ' / D BY SGT N A 7=6(>~) Ja 4F THE CITY
MV,1'1E m 3 ~ ~ ~ ~ r ~ A i / 26 ~ - i ~ ~ ~ HiC~H Pb NT QE L~PNiENT RQINAN E ~ THEl~1 l
~ ~ / ~ ~ ~ ~ s II ? f ISQFT \ ~ ~ ~ ' ~ NOTIFY THE BLI ERVI ~ ~ ~'U G LE5~~1~F~~R NT WIYH , - ~ , ~ . ~ THE CITY OF HIGH I~OI T:_
~ 9 0 -10 i ~
w ~ N ~ N ~ 1 ~ 9,100 5Q FT se ~ \ 9 -r5m sQ FT 1 / ? ,
A~ Y ~ ~ o / / / /i / ~ ~ti,
~ ~ / , ~ ~ ~ WA R5 E OVERLA i TRIGT: OAKDALE /
~ / / ~ ~ ~ ~ ~ G WA R / J TE SHED ARE W5-iV. i i r
, P, ~O, OR ST DISTANCE TO FLO DWAY: 200 FT .
i ~ ~ ~ ~ 10,921 5Q FT ~ N ~J ~ ~ ~k - PROPOSED ~lE~, ETENTION POND I / ; ,THE TER auALITY RE I ~ - ~ GtU RE NT5 FOR TH15 F
W. F. SMITH SUB D, ~ m , / / - / 1 / ~ ~lORMA~ PDDL EEE`~'~1Q~+.OD ~51TE ILL BE MET BY ON SITE VAT
~ - 8 Pg ~ T Ib PG. 21 / x / ...~OTI'OM O>-.POND, EEE~/ 7gO.~O' DE NTION POND / ~
~ Z S 7 ~ 0,460 sQ FT ~ ' 8 (MOt7 :1, LUG - ~ ~ 9 1 SQ FT ~ 52 / ' / / / \ \
i 1 ~ A5 ` / ~ 5 i I i ~ R / 5T (LT) / ~ .6.15 / / ~ 1 • 6.15 / / ~ ~ 0 D BY: GARROLL INVESTMENT PROPERTIES, INC.
u i i (4~ n~ ~ / T / ~ 30'Rry 5, I ';l 141 P I / / I ' ~ ~ / / ~ ~ ~ ~ ~ SE IMENT REMOVAL IN FOREBAY SHALL OGGUR WHENC~ OF THE
u'~'; - ~ ~ . ~ ~ TO AL FOREBAY CAPACITY HAS BEEN L05T. ~ ~ ,
Ex b' G a b UI p, 6 ~ u J, - Ss1 ~ ~ / WAT>=RUNE ~ rVW I i l~ c,~" ~ ~ I
67' t-~ ~ oNP ~ L ,914 5Q F'~ ~ - L \ L EIP ti / 1 • I , RIP-RAP ~ ~ / ~ ~ ~ I. MONTHLY, OR AFTER EVERY RUNOFF PRObUGINb RAINFALL EVE BAFFLE ' I ~ ! ~ IGHEVER GOME5 FIRST:
- ~ 4 -ss Ex ss w - ti y ~ / / ~ ~ I CATCH 6A51N ~ ~ CATCH 6A51N I A. INSPECT TRASH RACK PRINCIPAL AND EMERGENCY 5PI WA'"i 5
- . vG ss N,~- 2 ~ 1 ~ ~ / / I 1 I STA 70+09 (RT, STA ~O+Oa (RTC" ~ ~ ~ ~ LL ~OPEBAY _ I ~ _ ~ ~ . ~ FoR ANY Tw,SH oR BLOCKAGE. roP: eo4.b5 ~
- o II l 5Q / 1 ; ~ ~ TOP: 804.65' ~ ~ ~ 1 ~ / 1 1 INV. IN: 196.90 _ / b i NV. IN: lab.a0 I , ~ . ~ ~
~ r I 1NV.OUT:196.1( NV. OUT:`lab.l0 ~ ~ ~'l ~ ~ ~ Ii. RTERLY (FOUR TIMES A YEARR): _ - j ~ ~
b ~ ~ ~ ~ ~ ~I . / ~ I ~ 1 0 - , - ~ to ~ ~ FT o I ' / / I ~ ~ ~ A, MOW AND MAINTAIN BUFFER VEGETATION. ~ ~ ~ ~
ENGINEERS GERTIFIGATION OF RUNOFF CONTROL: i ~ ~ ~ ~ ! / ~ ` B. IN5PEGT BANK EMBANKMENT FOR EROSION AND REPAIR AS NEEDEb, G. NSPECT PIPE INLET AND OUTLET AREAS FOR ANY UNDERGUTTIN6 i / k
I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF IN COMPLIANCE WITH ~ ~ ~ ~ ~ i~l-, ~ ~ ~ THE CITY ~ ~ O 4 / ~ , J ~ ~ - . _ - OF HIGH POINT STORMWATER GUIDELINES FOR WATER QUALITY ~ 10 8 5Q FT / 2a ~ ~ - - ~ ~ ~ ` ~ _ OR ER0510N AND REPAIR A5 NEEDED.
AND FLOOD CONTROL, AND THAT THE RUNOFF CONTROL MEASURES , l i ~ / / / ~ / / III. SEMI-ANNUALLY (TWICE A YEAR)
SHOWN ON THIS PLAN MEET OR EXCEED THE GUIDELINES FOR WATER , ~ 5 ,I ' ~ N _ ~ . i i ~ 0 QUALITY AND FLOOD CONTROL. ~ ~ F) 11,691 SQ FT ~ ~ i ~ / , / ~ ~
i ~ ~i i 12499 FT , i ~ / ~ ~ A, AGGIMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE WILL BE REMOVED. h
i ~ ~ / _ i. DATE:-------------- P.E. SEAL i Z bq / ~ i ~ B. THE FOREBAY DEPTH WILL BE CHECKED AT VARIOUS POINTS. ~
~ 9 / / ~ r STA 18+98 (F I c ~ / c 5TA 18+x8 (RT ~ 5EDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH 15 REDUCED I?~/, OUT TO 50Ai OF THE ORIGINAL FOREBAY DESIGN DEPTH OF 2.6 FEET. ~
IN 56 A TURF _ i INV. ~ OUT J! ARROLL INVESTMENT PR PERTIE 0 5, ING
• ~ i ~ OWNERS GERTIFIGATE OF COMPLIANCE ~a~ i (y~ ' \ ~ / TRACT 3 IV. ANNUALLY (ONCE A YEAR):
T i i ~ 5 A 50 T) 5 i IP SET 0 / DB 3668, PG 1326 A. INSPECT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE. ~
I, GARROLLAND CORPORATION, ACCEPT THIS SUBMISSION A5 MY I ~ i • 5 O / / T 806 _ 1 i : I . IN ' ~ TAX MAP 44-1041-1066E-I B. THE POND DEPTH WILL BE CHECKED AT VARIOUS POINTS.
F~ ~ V LAN OF i DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED L_ -L _ O / ~ Q IMPROVEMENTS AND COMPLY WITH THE CONDITIONS OE APPROVAL ~ - ~ / / ZONED RM-B SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH 15 REDUCED TO lSAS OF THE ORIGINAL DESIGN DEPTH OR 3', WHICHEVER 15 ~
cJ ~ 62 / / ~ " (HINRE Nt1LTl-FAMILY) GREATER. DESIGN DEPTH IS 5.0 FEET, MEASURED VERTICALLY
1 Q • / ~ 48 RCP ~ (4a / 6" P GP PROTECTED DRAINAGE AREA DEFINITION FROM THE ORIFICE DOWN TO THE PONDS 80TTOM. SEDIMENT MUST BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH.
w - / ~ ~ I=FS" OPFN SPAIC,E e-` , OWNER/DE?ELOPER r ~ ~ / ~ 5TA 11+65 (RT) ~ ~ ~ I) l~'J FILL, WILDlM55 OR S7Rl.G1L9FE5, EXCEPT FOR {'~kTER DEPENDENT 1+65 (RT) STRI.~TL9ZE5, 6REE7J{NAYS, UTILITY S~1B5TAT/G'N5, UT/L!TlES, ROADS G'R
TH SUBb, ~ / - \ INV. IN: lae.oo Z~~ ~i~ ~ / 1a8.00 ' OTHER RELATED PGBL/G /MPROVEhr£NTS, SHALL BE PLACED OR
0 THIS WATERSHED DEVELOPMENT PLAN 15 APPROVED Y TH ZONED: / . ? ~ ~ GOhSTRLLTED NflTH/N PROTECTED DRAlNA6E AREAS AS hlPO?IDED !N TABLE Gi5-16-04. +'~~tlltttttstl~e•.,. • / V1 p ? DRI?E5 PARKI A C~'~ Y N 1 REA 0 T AN 5, OR OTHER /MIaPOYEMENTS SHALL BE GON5TRl.~ TED , , , '
B E R5-9 / ~ . - ~ ~ m WATERSHED REVIEW COMMITTEE: LUG -I ~ / ~ ~ ~ Il+ 4 \ MO CLOSER THAN Thfp (1J FEET HORIZONTALLY FRG'M THE TOP OF ANY Q. ~ . .
~ (a ~ / ~ ~ J ? ~ ~ TOP: 4.20 \ 1 ~ BACK SLOPE ALOM6 ANY OPEN {'~ATERGGY/RSE. PARKING AREAS AND A550G/A7ED ~w ` DR/l/ES MAYBE GON57RltiTED OVER ENCLOSED 5UB5UZFAGE DRAINS. ~ ~ ~ ~ TRI ANGLE LAKE ROAi~ EXTEN51 ON
..INV. 1N: -ra-i.~ nu
- .i Cr INV. IN: ?Q125 (8)\ 11 SrrHLL DL /Nr OYYNt !7 Kt5F17/VSIti1Ll7~ TO MAINTAIN ALL NAIERGLi/RSES • ~,p~+ w t. F ON PRIVATE PROPERTY l'iETHER EA6,LOSED A5 SODS&RFAGE DRAINS A
m DIRECTOR OF PLANNING AND DEVELOPMENT DATE - - - - _ _ - _ _ / INV. OUT, 1Q6.55 ORREMA/N/N6A5 HAN 4 ~ G RROLL INVESTMENT PROPERTIES, INC. OPEN G NEL5. NOTE: ;
ON o CARROLL INVESTMENT NVE5TMENT LEFT TURN LANES FROM SHv IL.L HIGFI POINT TOY~ISHIP -GUILFORD GOUNTY
PROPERTIES ING - W DIRECTOR OF PUBLIC SERVICES DATE - - - _ Q TRACT 3 ROAD TO THE 51TE SHALL A-7 ~ 1' TIES, ING HIGH POINT, NORTH GAROLINA k, •'T 3 GRAPHIC SCALE BE PROVIDED AT AGGE55
05 3688, PG 1326 SGALE, - 60 DATE- NOV. 20 2000 PG 1326 60 30 0 60 120 POINTS ON SHERRILL RD, ASP_
TAX MAP 941041-1066E-1 5~f GONUH IONAL USE PERMIJ GA5 GPT ENGINEERING AND SURVEYING, W. 7041-1066E-I LAND DEVELOPMENT GOWA LTIN6
TO BE ZONED RM-8 DIRECTOR OF CENTRAL ENGINEERINO DATE LL I - (FiJi1JRF M)LTI-FAMILY) ED RM-6 REV, q/21/01 W/ NEW POND OUTLET LOGATIOPI TI-FAMILY) I INCH = 60 FEET REVI5ED 8/30/01 WITH NEW TLR ALIGNMENT PHO ~ ROAD I ~ FA POINT, W, 27265
}10F~5, (fib) 812-8800 - FAX, (W6) 612,8160
i

...wo-.
2' MIN. _ ~ - r I' FRETEBLW7D (MIN.)
j ~ . \ - 7DP Of BER11 I I..
i' MIN. ~ DESIQI HIGH WATER _ _ _ _ - . - I~~.. I fj I IL NN J LX UI "fS I SPLLWAY CREST ti I: ~ r~. C ri; T. 36' '~,.nSN v,^.r,r. V1' .Vii ,Op,[x pi. -•.~LS
- SEOMFNf SrOPADE ~ e' MlL - X1ENG _ )l°~ 1 JviT~~L
YuxlMU ~a aF sm~ENT aEV+ our star[ Is' p7 wASflm sm~-~ E ~ . _ ~ ~ I aP 1- G i N'.~~ II I ~ `~v COLLECTED (C1F.W 84SIN OUf 4, ~ f - wHa >Hb ~ raEecNm) ~ + , ~,y.~-. -,6E ~ ~a~ ~~-~G tF.I. r. ~
~n Z/2 `~~~T~.x~ . la .F.-. F-COLD id,r[E S~Ctit,,';i. ~ ~
',.I ,.7.E a ~ . ~i ~ i~~,; ~ , nr- u~ 4 iQE - , - - - - - I,...,~; a,LSS 'e' Rro IUP ~ ,l I i ~ I I~ o= ~,~.I ~ 5 i
sFrTION THROUGH ~+-SIN AND FILTER '%"~v` ~-i ' . ? ~ I ~ ni- ~ I ,or I ~ ~ o~s~~,1-
~ ~ ~ ~ ~o-~ rol p~ ~peM t I In, I _ ono' 1 `~aN,nl- ~-:,ci_ F r,asi~^
_ - - 11a„ `ten ry i
SILT FENCE SEE PIAN 1 f1QN~ ~ I „1 r, II ~D
_ .I ' C.NRT RIP fN^ UP ~ RP PMg I) SUES D< SPII1wAY--. F.~ ~ RAD APMM -T" \.~i'. 1 ;i,C3. ':,4' F ~ Q.
r'~_ 1 ~ '
i ";1- y, ~ ~ rt ' A ! 'T~I57 WASHED STONE iJ: ,Ji.''r x N Lem 5~'~rAVLR ro G~or~~r I , ~t ~,~rFU~F~~c~, ~ .r ~~.,i~, J E v. ~
SILT FENCE t , ~.o _.~:~v \ r .
l Y _I_ i
T,~p~ c ?I r, ; d~F,7 .~!?I `ir ~ ,I ~ ':UCft SEE PIAV ~ ~ S L,_. A
F ION OF~ERM AND FILTER ? 1. St L'. Wt ^l- n~,,_I~n ~F rE7ND P.ia ~4 ~ ja C~fl.~•1: S : u.1`I?F ~-ro~+. SF DiMENG " c,A~r I _
-ga 4N F Niala%
eFlIE_nu NOtES~ -F rs~ o, ey - c ,T 4 c wp T r; -ga 4N ti 1 c,. j I a CIO - ?-'O ° iti 1. ARFA UNDER ELBWNNEM $HHL RE CtFARED, CPUBBED, .WD SDAPPm of 118 VFCETATNIN I1ID R'OOf WT. :-C ~ 9-~" O,k. _ - . y , _ , ? C x ? ~ d . i. ~ . ~~rs~>,,~p, 4r CVh"^[7 r ~ 'r7P,%-r: :.Nr.l~r,r. Ni - ~
n1E POOL AHFA SHUL BE CLFN~O, _ ~ _ ^,0' LU 2. 7HE FlLL MATFIML FOR THE EyUWNNFOD SHML RE TREE A 80015 OR OTHER WOODf KCETAIUN AS w ~1 . wt-IT ~ ',I ui N TAE u _ ''-'M ~~r11 &'~Y ~ ~ i )'~'~iiCC. -,rv,.4 I 1 <,c .;FE l~t'~r.I~
AS OKRSIZED STONES, ROCKS. ORCIJlU WTERML OR O1HFA OBJECTIONYIEE WIERUL THE E]ABN!(MFNf RE COMPACTED Bf TRAVERSING WIIN EWI1MENi WHIUE BONG CONSrRULTED. SPoLLWAIS SHWID NOT BE CDNS:RUCIEO 7NAWgl FlLL SEC110N5.
3. SEDNIFNf SHML BF RELOFiFD 1H0 TRAP RESIOPFD TO R5 OIBOMLL DwIEHSAYIS wHEN 111E SEIMNEM H4S ACWNUUIED 10 ONE-HMF 1NE OESbN OERTH a 1HE 184°. RUIOr4D SEDNE27f SHML RE OEP(Y4IFD M A SUR/9E /RFA IN SUCH
A MANNER 11MT R w1LL NOT ERODE. ~E G 4. THE iP.W SHALL RE INSPECTED AffER EN%1 RAM AND REP/875 MADE AS NECFSSMLY. N.TS.
5. WNSIRIICTUN OPEAAI%1N SHNL BE CIRMED CUf M SUCH A M4NNEA RNI EAOSON N70 wA1ER PGLLUIIDN b MMNPZED. ~E~1 ! A p A. A11 CUf AND FlLL SLOPES SWLL OE 2~,1 OR MT1fA. ILE GAP• TRAA'M'~ Iu N,TS, GAP. TRASH RACK
7, IF SEDMENf 84SM IS IN USE JO GAYS OR LONGER, EMBANBMENIS SNWlO 9E SEEDED OR OTHERWISE PROPERLY STARIUZED. ~ f'Y.N"IIHN"I `.Xf'AJD® ALUMIMJM TOP
8. 5101+AGE AREA b SNOWII AS IUCfANG1UR FDR AEUS1WI17rE PURPOSES pILY, IND MAY BE W141RlICTED M AAA' SHAPE PROWDm THE MINMUM STOR/DE 1OUME REWEIEMENi R MET. THE RIaN SHOUID AL90 RE ORIENTED SUCK Ry1T THE Fll1ER AHl 1HE MNN FTAW OF WA1FR ANO SF77AE]!( ARE ON OPPOSffE F7105 ON THE IUN(:ER BASIN DMENSIONS. 6~X I 6'X b' SPACING 36' GAP.IRASH RACK
9. REg1EtED STORAGE b 1800 CUBIC FiET OF SIOWl;E VOI.UYE PFII DENUDED ACRE AECOMYFNDFD STORAGE b 7800 CU&C C) FEE7 Of STOPMY PEN IDRE OF fNUAYGE AAFA /'YETI V ON BPRS W~ E~ANDED TOP b'x b' SPAUN6
lo. THE lF7lGIH OF THE SOME OUREf (SPILLWAY) R TO BE (iASED ON A 10 MEAN STORY. ~ ` I I. wHQ1E1'ER IoPOCNA»n ALLOwS, THE 84SM tENCn1 s10urD BE Tw1a (2x) THE eAVN wn1H, m AllAW FOR smuNC. rvaTLLS rL/ST~ oN ~
SHIXhD <R PRO+IOED M 111E BASM WHERE 111E 1D1GRI 6 LESS i/Wl 1wRY TI[ W101H. 12. ClFANOUr STA)!ES SWiL BE PULED M ALL SEDIMENT BRANS Ai THE LOW POINT IN 7HE fl4YN. i/1E SrAI(ES SHNl BE WJtI(ED AN11-voRTEX
SXOMNG THE HAlF NLL C1F/N011T POINT OF 1HE I4451N. 10. 5N77Y F1OiCRIG J' HUM SHOIAD BE PVDm IRg1N0 ILL SEpYENf BASMS. 201
11. FlLTER fABRU TO PULED UNDER ENIRE BOTNIA Of SEDBR7i R4SM.
TOP OE DAM 830.00
I 6RA55 LINED 7
82 .30 3
?2' GAP. TRASH RAGIC ;AP. TRASH RACK
36' GAP. TRASH RACK A.Tet F~ewe w e' wa e~nt~ roses
100' MN. PI,BLIG STREET Q - - - I,T 25' wr€ eu~r,~as
- WET DETENTION POND #2 - I.r 2v'
FJ0571N5 GRwll 501E STABILIZATION F p _ ~rKrosr roSTI 6' LON6,1R1AN6lE 51~
ENDER YS V145EEI7 STOElE 60~'y~G~A7 ~ BIMI~ SPAGlIEi 60 GAP.
RISt~ ~ Mp5 14 61M~ F6N SPAGAI6
24' GAP. 6 xaes ~ srue srO~ a warm Brae
e' -N - 11-"
KT5 NTS. r I I ~
' _ ' u ~
r~ ~j01 PLTS. ~
P OF 2-3' GOLR'f A66RfbATE 5EVdl tlE LOGAlID YIH>f ~ ~ I I, A STABIL12ID ENiPANCE AD Ih OHfO A q.9L10 STRICT. 1RAFFIO MLL BIIBi OR LFI~YE lif 00K7R)1GTK1N y I y,bp(t'$; I. FlLTEA BNiRIEi15 SWlL 9E INSPECTED B/ ME FlNANCWLY RESPOl151B1E PARTY OR MEi AGENT 1MIEDNTELY MFR FADH
FILT[it FABRIO CR CAMPIGIES7 OAII`JEE td.N STOW MAY T?E US® A5 A 845E FOR 11E CGKTfd10110N TOP OI DAM ~ 3, Tlf B11RHl0E'JWL E!E MAINEAl1ED M A CdID1110N RYIION YULL Pi~rBrt iRKA:INb OR FLOYEN6 OF SEDIHBIT VO LOO RAINFALL AND AT IFi~S/ DRAY WRING PROLONGED RAINFALL. IJD' Rf?NRS NEmED SWlI BE HIDE INNEONTELY.
05T~OIf /~5 ICONf)ITiOMS W4RRAJIT AI87 RCS IRA OR UFANOUT OF ANf hEA`Alfffi U`.~87 TO TRAB ~ hENT. Z. SIgUD 111E F1B17G OEW1iO5E OR BEGONE MEFTECME PIOOR TO ME ENO Q< ME F%PFCTFD USARIF LIFE 1171 TIE BARPoQt SRl 6 NECESSNiY, THE FABRC SWLL BE RFPVCED PRpIPRY.
4. ANY SEDRHEIH 5PILLtD. DROPP®, wA<+e~, OR TRAf.I~ LtltO 511N~5 MKT EtE PEMOvID IMM®IA1fiY. I GRA55 LINED _ 1 APPFCJPRIA I~5 M15T EE CAFJdID TO RBhT/E SEDIMf3lT PRIOR TO B7IERIN6 A PU&.IL STRffT. ViBI ~ 18. 0 I 3. wel 3 GHEGK DAM ~I a sED7IENr oErosrs sNaAD s Roa.ED AFTw FICN sroRN EYFNi oR 9Lr TRICE SNDUD BE REPIMI?. lllE/ N15f BE RF?NNED wrEN DFP0915 RFAC11
yl1yIM5 15 . I7 SIULL 9E DOTE M AN 1JtFA STABILIZED WTH CRI151tD 5TONE YiMOH DRAINS IMO AN APPROVED SEDIFBiT BA:HH SFF STD. N0. 30.118. APPRac Nvr »E NE]IM of nE BN7aoL ANr sED~IFTrt omovrs RE,+wc x A DISTURBED AREA = 05 ACS. PLCE AFTER TIE aT sFNCE s ~olohD vwL eE alarm To caErnu ro ra Fnsnw vra. ~ ANO s¢Dm
6. `AIL STABILIZATION FABRIO (A5 5FEOIFIEL BY itf DE516tEW SIAALL EE USED. STORAGE REQ'D = q08 GF (05' l AG, )
STORAGE PROV'D = 14' W X 24' L X 3' D = Ip08 GF' DRAINAGE AREA = 4.1 ACS.
WET DETENTION POND #I Q= (05X4AIN/HRX4.IAG5.)=9.2GF5
WEIRLENGTH = b' DAM DIMENSIONS = 14' L X 3' H X 2' W e TOP
FILTER FABRIC
- -
I = - = GHEGK DAM ~2 I I T
DISTURBED AREA 0 ACS. (DAM 15 PROVIDED A5 EXTRA pROTEGTION) ?~TA rosT
~5l WASHED 5TC M5l WA5HED 5TONE A STORAGE REGtb = 0 GF (05' l AG.) - STORA6E PROVb = 24' W X 48' L X 3' D - 3,456 GF h
I' THICK I' THICK ~A• = 15A ACS. ~ G1A55 DRAINAGE AREA ; ; ;
~ Q10=(12.28)(0.50)(6.3) QIO=3G GF5 ~ GRADED RJP RAP p = (05 x 4A IN / HR X 15A ACS.) ='JOA GF5 wRESCr+~1 WEIR LENGTH = 10' w ~
1 1 1 ':F.'., 2 DAM DIMENSIONS = 12 L X 3 H X 2 W o TOP ~ sTdE ~ ,
f '--?I---- 14' - ~ 4'~i FLOW • ' • ';bl~~ ',~r ~.OW - ,,t; _
4 2-3' - FIL . TER FABRIC
' _1 _ 2 -
- ~ I I I I.0 I - _ - I - _ r ~
- - , -„I 0 ~ I L__I ~ , I ~ -I I ~ . r+~ wwPw I I - -
- - ~-r I I; I 11=~ I u
u _ , I - - _ _ ~ - ~n I
I; ~ ~ ~ - ~ _'1 o% i A i I _ SECTION A-A A ~
~ _ - I _ I_ _ _ R RAP GHE K DAM RIP
ACTED ~ ~ I- ' - - - -
- 4 I~~ - SOIL ' MIN. ~ ! - _ ROCK DAM _ ~ ~ ~ - - ~I CBHtAL NOTE
Q i ' ? - ~ I - ~ . _ Q - I. 5mRE3TE 5F1ALL 9E fds10VH1 N71 iRM irEiT018D TO 119 ORIGINAL OPEN510N5 . W@I 11E S®IFBIE IN9 AC(AMAA1m TO I/Z TIE LE'..I6N DEPM OF TIE TRAP. 2 R@IOrB7 437RBR SHALL BE GfPOSTIED IN A SUtAFAE AF€A AIO IN'ACN
- I - _ y~1 ~ _ - P 0 - - ~ ;I A MIl7l'R MAT IT WLL NOf HOVE. . 9. TIE 9/fd.CTRE SIMII. ~ RbPEGI® Af'IHt E/fll 9T02H PvB1i BY 1IE
18 ~fL I MIN. FiNAI~IALLY IZBPO161EEE PARtt Oft IN9 AGENT At0 R73AAIR5 MADE M f?. t. OON9IRGTIOM OPERATIONS `}MLL ~ GAfIR1® CUT IN SUCH A MAKER TINT
_ 6+OSION AAO WA1H POLLUTION ARE HNIHIZ®. 5. TIE S811MENT TRIP SHALL FIE ~ ANV ME AREA 5TA81LIlID HEN ME
E,: FILTER FABRIC I. INSTALL SURFACE WATER TER CONTROL MEASURES AGGORDIN6 TO PLAN. ~ oavNAeEaAstNwse~+rRO~a.YSVeluzm. RFAGE WA
~ ~-III-I l I III-III-III-~ I I-III I I 1 1 1 -III III III , I I-I ~ I - 2. AREAS TO BE SEEDED SF BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAIALABLE
a1 O-GLH~ TOP 501E 3" TO b" DEEP. "DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 3 TO b
6' TYP. 12"#5 WASHED ~ 5' 3G.0 GF5=(3)(L)(I.0) 4" To b" DEEP. IF No loll ~ NO SOIL TEST 15 PERFORMED, APPLY 4000 POUNDS OF ESP. IF
STONE ~ L=13.0 FINELY GROUND DOLOMIT ~ _ . ° , PHOSPHATE OR EQUIVALE OUND DOLOMITIC LIMESTONE PER ACRE, 600 POUNDS OF SUPER- RE AND 1000 POUNDS OF 10-10-10 T
FERTILIZER PER ACRE. LI E OR EQUIVALENT PER AG 2 PER ACRE. LIME. SUPERPHOSPHATE, AND FERTILIZER SHALL BE ~
~ ~ ~ - - 3 UNIFORMLY AND 2 I ROCK DAM APPLIED i RM Y AND MIXED WITH THE SOIL. _ I. 5GHH7Ul.E pF~-GONT''iRUGTION h~TINf' Y~TH H~D510N IH<~P6GTOR Pli~ NIFO L
I 4 v. , _ ' J D50=q 3. L005E ROCKS, ROOTS, HALL BE REMOVED FROM GRADING C,ONTFL4CTOR AJ~D OWNER TO OBTAJN 6RADM6 PB~MIT. ~GKS, ROOTS, AND OTHER OBSTRUCTIONS 5 2 U~TALL BI0510N p~~5~ Mfg p0y,~gLE (STOPS EPtfRA1NGE, SILT FENCE,
v ~ THE SURFACE 50 THEY WI (v AGE SO THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND ROGIC p~ ~.p~A~ 5®IMFNT gAF~PS)
_ MAINTENANCE OF VE6ETf LEGEND ~ ~ - VGE OF VEGETATION. ~ ~ - ~ 3. INSTALL PRDP05F~ MET DETB1f10N POND FOR USE A5 TEi•PORARY SEDIPt31T BASIN. 00 POUNDS(2.5 TONS) PER ACRE.
m L ~ ~ ~ 4. APPLY MULGH(6RAN STR a; _ LGH(6RA IN STRAW) AT A RATE OF 50 ~ Ra•P 4. IN5TALL STORM PIPES 12 AND p (TRIANGLE LAKE ROAD EXTENSION? TO DIRECT SEDUIBIT 56G110N A,A RUNOFF FROM APARTMBIT 51iE TO PRAP05ED MET DETENTION POPO.
5. CLEAR 51iE SUFFIGIB~tLY TO INSTALL REMAUUNG ER0510N CONTROL DEYIGES. b. CLEAR A}m GRUB SITE.
PIPE NUMBER (TRIANGLE LAKE ROAD): QI . NOTE.
DAM FOUNDATION INCLUDING BOTH EARTH ABUTEMENTS ANTS ~ MIXTURES ~,I PIPE NUMBER (BROADSTONE VILLAGE APTS): ~ PL MUST BE COVERED BY FILTER FABRIC. OVERLAP IFT. PLANTING DATES GRADERO~Y' MIXTURES RATES/ACRE 8. INSTALL STORM 56'82 AND EROSION CONTROL DEVICES.
AT ALL JOINTS, UPSTREAM STRIP OVER DOWNSTRE 9. IN5TALL ALL UTIUTES UJGIJAING WA162 +4W 5ANTTARY 5EM~t. IE 100 CBS. I . AUG 15 - OGT 10. SEED GRADED AREAS ONCE FIW+L GRADE 15 ESTABLI5F®.
IP. TALL FESCUE 'f' STRUCTURE NUMBER (BROADSTONE VILLAGE APTS):(f} 5TR 2. FEB 15 -APR 15 THIS WATERSHED DEVELOPMENT PLAN 15 APPROVED BY THE u. INSTALL UNDERbROIA~D UnLIT~.
MITTEE: 12. INSTALL STOP~E, GUS AND ASPHALT. WATERSHED REVIEW GOM 13• DEG AND ~ RoA:DwAY SHOU.oERS A1U SLOPES.
51LT FENCE: -X X ROCK DAM DETAIL m TALL FESCUE MIXED I. AU6 15 - OGT 14. 5EED All- RESULTING DISTIL AREAG. ON. ~UE MIXED 60 CBS.
3 N.T.S. PERMANENT DIVER510N BERM: ~ ~ ~ WITH RED FESCUE - -APR 15 15, IPEPEGT AND MAJNTAIN BtOf~ION GONTROI. DEVICE5 FOR DURATION OF GON5Tid1G -ESGUE 40 CBS. 2. FEB 15 16. AF182 SITE IS 5TA81LI~, REP40VE TFIAPORARY EROSION CONTROL DEVIGES•
m ~ IN5TALL PERMAP@TT Ei20510N GONiROL/ VfiOGITY MEASURES AND SPOT 5® _ pdp ~,CIP ALL RCSUI.TIN6 AREAS.
~ TEMPORARY DIVER510N BERM: ~ .UE AND SERIGEA 40 CBS. AU6 15 - OGT - - - - " 11. PROVIDE P6tF1APBli GROUND COYB2 ON EXP05ED AREAS WTTfUN THU2TY 30
Q TALL FESCUE AND SERIGE c~ J LESPEDEZA UNSGARIFIEL A (UNSGARIFIED) 40 LBS. OPMENT DATE WORKING DAYS OF GOhPl.t710N OF ANY PHASE OF GON5TRUGTiON. DIRECTOR OF PLANNING AND REVEL
w ~
W TEMPORARY SEDIMENT BA51N: ~ I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY TALL FESCUE AND JUL I5 -AU6 ,nu„ T ;UE AND 60 LBS. tiri a,
Q AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE BROWN TOP MILLET Q STONE/WIRE INLET PROTECTION. 'P MILLET 25 LBS. _ _ _ _ `*if~ ~~~t'
o LE55 THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO DIRECTOR OF PUBLIC SERVICES DATE ~,.•'FESSi~'~ G .o,.~ . T 0 fl 0
~ LIMITS OE CLEARING: (YYY1 MAINTAIN ALL PRACTICES AS DESIGNED. TALL FESCUE AND I 2. THE SEDIMENT BA51N WILL BE GLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES ;UE AND 60 LBS. NOV -JAN ~ . 25 LBS. I 11~1~1~1T PROPERTIES, INC. ,EAT sEaw ~ GARROLL INVES
(1 In nc TuF n>=~I~~I vni IiMF ~RAVFI WII I RF ~,I FANF17 nR RFPI Ai,F17 WHEN THE WINTER WHEAT
C. O LIMITS OF DRAINAGE AREA: - SEDIMENT POOL NO LONGER DRAINS PROPERLY. 1~7 w. x n' ' "
5. SEDIMENT WILL BE REMOVED FROM THE STONE/WIRE INLET PROTECTION DEVIGE WHEN a MAR 15 -JUN 15 DIRECTOR OF CENTRAL ENGINEERING DATE JAMMTOWN TOWNSHIP - 6UIL 0 ?\/E 6RA55 AND 5 LBS. H16H POINT, NORTH CAROLINA
~ m NTOUR: STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE GLEANED WEEPING LOVE GRASS ANI 0 EXISTING C.U OR REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY. SERIGEA LESPEDEZA (5GA :SPEDEZA (SGARIFIED) 40 LBS. N T.S, DATE. NOV. 2l, 2000 PLAN 5GAL6 SHET
1-4ql IN GPT ENGINEERING AND SURVEYING, INC.
c~l 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES v PROPOSED CONTOUR: ABOUT 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS ° tLl NEGE55ARY TO MAINTAIN A BARRIER. COMMON BERMUDA 6RA5~ ERMUDA 6RA55 8 LBS. (HULLED) I. APR 15 - JUN 50 1 5 LAND DEVE opMea Ggl<i Vl%
n 10 LBS. (UNHULLED) 2. FEB - MAR REVISED q/2l/01 TO ADD LEVEL 5PREADERS TO 4600 G4VRLOTTE5\ALLE Rp• 6FjjN5BOR0, NG 71410
STORM SEWER 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NEGE55ARY, AND MULGHED ~ ACCORDING TO SPEGIFIGATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE DOVER. 2/01 PER VWATER5HED GOMMENTS pHONES. Mb) p4 b642 - FM fib) 2q4-811-1 REVISED I/2
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ry ~ ~ ~ ~ ~ - ~ ~
6,, _ ~ ~ ~ ~ ~ ~ ~
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5TA I1+50 (L ) ; , ~ D/,r.,~ _ ,
TOP SOla.05 ~ ~ - ~ T - _ INV. IN: 800 - _ - - ~ ~ y ~ ~ ~ , A, ~ :
IpIC/. OUT: 80b.00 G' ~ _ ~ 2 I ~ ~ ' ' - 2 . ~ ~ I = 2000 , ~ i
- ;p _ _ _ - ~ ~ ~
V ~ O ~ ~ ~ ~ ~ \ - ~ - ti O - 2 ~ ; ~ ¢ _ _ Y ~ ~ ~ i ' ~ / n ~
i G ~ ~ _ - NVE~TM~NT PROPERT~fS ING~ , _ _ ~ , ' ' % - ,~Sq.S ~
9 ~ `5`~a~ ~ 2 - - ~ G - _ _ ~ ~ \ ~ a ~ fU~RM-12 (9Q-44) k -
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~ r ~ r WAY _ - _ LL Q" - p- GATGH BA51N _ - ~ / ~ Q ~ ~ 1
~ \ ~ 5TA I T ~ ~ ~ / INV,~821.30 6\ 36 ~ R ~ TOP= 81 L10 - , w m ~~i ~ ~ , Q 1~4
~ INV. IN: ~ ~ . ' 9 ~
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\ ~ / _ _ TbP: ,45 ~ z ~ ~
INV. IN: 2.15 N'9 \ ~ ~ . an 802.55 ~F , - - ` ~UTl1RE WET OFTEN i w ~ ti ~ J J ~ ~ JJJ i / ~ , ~ +F _ lET DETENTION POND tt NOTE:
~ ~ ~ \ ~ ~j'' Q 4 ~
• ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ' . ~ - . ; NOT,~PABT Off- THi. ~ ~ ~ ~ ~ / . A 3 ~I Q~ THI~J GO I RAGT k'~ ~ ~ i O m ALL BOUNDARY AND TOPOGRAPHIC ~ ~ ~T ~ ~
/ ~ ~ ~ . INV_ 1 .804.E : T ; , - - . , NORMAL POOL ~I ~ - ~V ~ t ~ / ~ ~L POOL ~L~~~ ~ 3.00 ~ -'0 ~ - - ~ ~ N INFORMATION PROVIDED BY ~ ~ BORUM WADE AND A550GIATES.
i ~ BOTTOM Of= POND \ ~ / ~ ; , , / ~ ~ EBA~Y ~-0~ POND ~ E 0 _ Q _ ~ ~ Q L ~ ~ ~ ~ STREAM OGATION Y FIE D URVEY ~ I I .Z' L B L 5
\ \ ::5TA 10+84 (R i ~ ~ ~ _ i ~ / - ~ ~ Sr. / _ _ ~ ~ _ _ - TOP: 81450... ~ ~ i BY BORUM WADE AND A550GIATES. _ I, ~ Q
q5 ~ _ / ~ 1M1. IN~~ ~ /r ~ 1 _ i ~ i / / ~ / i - ~ i
~ im
; INV. ~ ~ ~ / " _ _ _ ~ ~ ~ - NoTE• - - ~ ~ LEFT AND RIGHT TURN LANES
/ r q LF 18 GAP r / - ; 0 ~ I ; r FROM KIVETT DRIVE TO THE 517E
/ ~ ~ /q-\, i o osq~ PO ' #2 ~ 0 ~ ~ ~ SHALL BE PROVIDED AT AGGE55 ~ I I Z
/ ~ INV: ouT ~ 63 ' ~ IINV. q.80 ~ Q \ / O, ~ ~ TOP OF 24 ,GAP ~ I ~ , - POINTS ON KIVETT DRIVE A5 PER
ry Z / 0 2 ~ ~J.,• , I ELEV. 824.54 ~ ~ CONDITIONAL U5E PERMIT CASE aq-44. ' k
A S ~ BUF P \ ~ \ . 9 _o o, ~ / 60 , , ~ ~ ~ w
\ V 'G' \ / ~ ~ ~ e~\ v / / ~ , ~ ~ \ I i o
~ ~ ~ WNED Yt
v v~ ~J- i A i ~ 1 ~ \ Jn 0 B GARROLL INVESTMENT PROPERTIES, INC. ti
~1 ~ \ ~ I 1V - I ' SEDIMENT REMOVAL IN THE FORE$AY SHALL OGGUR WHEN 50Ai OF THE
~ ~.SS / . _ ~ ~ A ~ ~ TOTAL FOREBAY CAPACITY HA5 BEEN L T OS • ' 1 ~
r ~ TH N~ fi \ , I ~ \ ~ r ~A 1+40 r I ~ I. MONTHLY, OR AFTH2 LvERY RIA 4 P 'r~"~`rD,'1.`~+FtC7 2AINFALL EVENT, ~ ~ WHI
~ v / ~ ~ ~ Rcp ~ \ ~ ~ ~ ~ TOP, 821 ~ , k GHEVER COMES FIRST: ~ ~ ~ j ~ ~
s INV. 1N: 82 30 1 \ o ~ ~ ~ I ~ ~ / A. INSPECT TRASH RACK, PRINCIPAL, AND EMERGENCY SPILLWAYS
O~ ~ INV. our: a \ ~ A A > I - FOR ANY TRASH OR BLOCKAGE. ~ 1 f
~ 9 A v i ~ ~ ~ ~ II. QUARTERLY (FOUR TIMES A YEAR):
I V ~ ~ ~ I - I A. MOW AND MAINTAIN BUFFER VEGETATION.
~ ~ ~ ~ ~ l ' ~ ~l B. IN5PEGT BANK EMBANKMENT FOR EROSION AND REPAIR A5 NEEDED. GATGH BASIN % ~ G. INSPECT PIPE INLET AND OUTLET AREAS FOR ANY UNDERGUTTIN6
\ ~ (P I ~ a D 4 5TA 3+8.~ (127) ~ ~ ~ ~ _ ! ~ OR EROSION AND REPAIR AS NEEDED.
~ •o FG I \ ~ o ~ TOP: 842 J ,
I v ~ \ N ` ~ ~ NV. IN: 83 .80 , III. 5EMI-ANNUALLY (TWICE A YEAR) ouT• a38.bo / INr
\ ~ o v `y/ fir,,- ~ ~ ~C? 33. ~ I \ ~ I6 _ _ I ~ ~ ~ I6' ~ ~ A. ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET
r- -7- y _ ~ ~ ~ - STRUCTURE WILL BE REMOVED.
98q•0p~ I B. THE FOREBAY DEPTH WILL BE CHECKED AT VARIOU5 POINTS• I .:845.40 ! SEDIMENT I RE I N 1 ~6: 1 REMOVAL 5 QU RED WHE THE DEPTH 15 REDUCED
_ - ~ .~Qq- N0~ r.~ is EIP~- ~ A, I r I ~ I -__-__L_ ~ o \ ~ Imo' _ , TO 5G'SK OF THE ORIGINAL FOREBAY DESIGN DEPTH OF 2.4 FEET. ~ 0 20 08 5
I r.~ ~ ~ ~ ~ ~ - ~ IV. ANNUALLY (ONCE A YEAR):
I , I i 10,68 ~ ~ , ~ I I , _ ~ w-- 44 C, v S~ ~ ~ I
I I I I I I~ t _ AXLE ~ S. , ~ II \ s,oo - _ - ~ ' A. INSPECT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE. ~ ~ ti
I I ~ I I I I I - I B• THE POND DEPTH WILL BE CHECKED AT VARIOU5 POINTS. ~'°p / i SEDIMENT REMOVAL IS REQUIRED WHEN THE DEPTH 15 REDUCED i ~ - / ,
I 1 I I , , ~I V~` I II I I \ ~ ~ / / TO lSfli OF THE ORIGINAL DESIGN DEPTH OR 3, WHICHEVER 15 - - - /
I I I \ ~ \ bo. I I I I I \ ~ •~3, N o I I \ ~ ~ , \ O 44 ~I ' GREATER. DESIGN DEPTH IS 3.4 FEET MEASURED VERTICALLY NO ~ ' 44 ~ FROM THE IFI _ / OR GE DOWN TO THE POND'S BOTTOM. SEDIMENT
I I I I I \ O \ 7 : i l I ' \ ~ O~I~,TOT I I I \ ~ AL T H 1N A \ ~ - ~ MUST BE REMOVED TO AT LEAST THE ORIGINAL DESIGN DEPTH. TAL STA~+2l T _ _ - ~
I I I I I I O \ v I I I NC G 1VOR N 8$ " \ GATGH BA51N I I I A (L.) ~ ~ ~ TOP:8~4,20 f - G-~ ~ ~
I ~ ~ I I \ \5TA 5+60 (RT) I I I \ T :836.55 I OUT, 83q.60 \ . - ~ , / ~ ~ ~
I I I I I I I I \ I N: 831.40 ~ ~ / .5r ~ ~ ~ EX ~ 6
w i I I I I I I \ \ \ INV. :831.20 I I I I I I \
a I I I I I I I A I \ U I I I I I \ \ W.F.SMIT SUSDIYI910N , \ I ~ ~ ~ ~ ~ ~ U . U \ / _,Sb
J I I I . \ \ ~ , p~ 21 I I \ W.F• ITH SUBDIV15101~ ~ \
Q , I ~ I Z R5-Q I ' ; A \ , P6 338
I I I A \ \ I I I I - i I I I ~ Z~ I A \ \ / ~ / \ ~ t~ -
I I I I I I O~lERS GERTIFIGA OF GOMPLIAI~SE LUG - \ I I I I ~ I I I I \ \ ~ ~ ~ \ \ \ / ~ ~ ~
n~ I I I I I I A \ \ P01NT ~
m I I I I I I I, _ _ - _ _ _ _ _ _ _ , AGGEP7 THI SUBM15510N \ I I ~ \ \ I \ - _ _ _ I_ _ I I I I A5 MY PLAN`OE DEVELOPMENT AN AGREE TO INSTALL ALL ~ ~ , + fg \ ~ / ~ ~s ~ i,11~~~
o; -r---I----- I I \ \ v I I I i _t._ T_ I i I I I REQUIRED IMPR~EMENTS AND GOM Y WITH THE GONDITI~S OF I I I I I ~------r---~--- _ I I ~ APPROVAL. \ \ w ~ / , ~ ~ ~ I / a
~ r ~ \ \ THIS WATEf~SHED DEVELO NTIPLAN IS AI~PRO D BY T I I , T _ _ _ _ _ _ _ I \ \ \ A \
r. I I I I I I I r - A WATEh~SHED REVIEW CJO ITTEEE I I I _ _I_ _ \ \ w I I I I I I I I I I I I \ \ ~ ~ ~ / / NOTE: ~ ~ ~ Er^~~.,.
I I I I I I I I I I I I A a I ~ I I ~ i I ~ I i I \ I I I \ n, I I I I I I OWNER/DEVELOPER \ DATE \ ~ / / / IF OWNERSHIP OR MAINENANGE RESPONSIBILTY c~-.
I I I \ ~ I I I I _ ~ ~ ~ / GHAN6E5 BY MEANS F A Y • O 1 { , / 0 LE6ALL BINDING AND ~ / ~ ENFORCEABLE MAINTENANCE AGREEMENT, A5 RE- ; ~ `•.Fryu~t~G~~`'~•;.;
~ DIRECTOR OF PLANNING AND DEVELOPMENT DATE I I 1 I I I I I I A / / ~ QUIRED BY SECTION a-1-6 G 5 a OF THE ITV -
I i I I I I , ' I ENGINEER'S GERTIFIGATION OF RUA~F CONTROL: \ I I I ~ `mil ~ I I I ~ I I , ~ I CERTIFY THAT THIS PLAN WILL GON OL RUNOFF \ ~ i / / ~ ~ ro \ OF HIGH POINT DEVELOPMENT ORDINANCE, THEN ,,,,f~~
z - I ' I I I I IN COMPLIANCE WITH THE CITY OF HIGH INT PIPE TOTAL GOEF. IN DIRECTOR OF PUdLIG SERVICES DATE I I I I I i I I I \ B F GOEF, IN G x I PIPE 51ZE PIPE 51ZE U5ED NOTIFY THE PUBLIC SERVICES DEPARTMENT WITH ~ ` 1PU.ET I / ~ : P
I , I I , I I I STORMWATER GUIDELINES FOR WATER QU TY F I~ SLOPE c,~ 51ZE s<.oPE FC c THE CITY OF HIGH POINT. vg~~F~; °
I I I I I I I ~ I AND FLOOD CONTROL, AND THAT THE RUNOF ~n 0.63 0.63 0.6 6.3 I , , ' I I I I CONTROL MEASURES SHOWN ON THIS PLAN MEE 0.6 6.3 3. 2.38 12" 0.45 2.40 15' 2.85 - ~I~ORP9AIT~ON
DIRECTOR OF CENTRAL ENGINEERING DATE I ~ I I I I I s , I , , OR EXCEED THE GUIDELINES FOR WATER \ ,B ~ ~ I 0.2q 0.2q 6.3 TOTAL AREA: 1x.861 AG. (TRACTS I, 2, d 3) 6.3 5.qq 1,74 15" 0. 4.60 15" I 4 x'14 4 ~ NOTE:
u.~ _Q I ~ I ' I ~ ~ I I QUALITY AND FLOOD CONTROL. \ DISTURBED AREA: 41.60 AG. (TRACTS I, 2, ~ 3)
~ Q I i I I I I I I O 6 0.55 O.q5 6.3 t O.q5 6.3 5.qq 3. 15" 0.50 .60 15" 4.11 I. 6 4. O WATERSHED BOUNDARY SHOWN PER SOIL TYPES: EnB EnG WkE Gh MaE MhG2 EUB CITY OF HIGH POINT WATERSHED '
i LINE TABLE I I I ~ ~ I I I I se 0.26 0.81 O.q5 b. ~ _ _ - - - - I I I , I I I DATE:--------------------- P.E. SEAL \ O.q5 b. 5.qq 4.85 15" 0.60 5.0~ 15" 3.q4 I b .0 SUPPLY MAP DATED JU Y I Iqa WATERSHED: ' L 3• OAKD E ENE WATER HED A
~ LINE No. BEARING D15TANGE I I , I I I , ~ 0.3o I. O.q5 6.3 ~Y, o I i _ ~ i I I I ~ I I I i 4 0.65 L16 O.q5 6.3 O.q5 6.3 5.qq 6.65 11.10 b.q0 3.Oq .0 AL 6 RAL 5 REA(GWA)
o ~ - I I I L I 5 64 4718 W 24,80 ~ I I , 51GNP`TURE. O.q5 6.3 5. 10.54 18" .00 10.'10 18" 1.02 3.8 4.00
0 0 _ _ ~ I , I ~ I I I I I s 0.40 3.q2 O. 6.3 o I I 0 O. 6.3 5.qq 24.48 24" 1.2 25.00 36" 1.2q O.qb 4.00 D T P AN 0
L-2 N 28 31 48 W 2q•71 ~ I PROTECTED DRAINAGE AREA FINITI m ~ ON b . 4 4.26 O.qS 6.3 m O.qS 6.3 5.qq 2 .2 24" 1.30 .00 36" 1.06 2.04 4.00
m ~ U NO FILL, BUILDIl~{55 OR STR1,~ LURES, EXCEPT FGR WA7FR DEPENDENT O 0.41 4.61 O.qS b. O.qS b. 5.qq 2'f.q"I 24" 1.50 28.0 36" 1.02 2.46 4.00 6 0
- • O ~ ~ i ins ir- -r n ni r_ Sna't~n,ly~ ,sc~uwar~ ,m, ,rr uaxrarvsuc ,m, ,r,u onenc .:o
e 0.66 5. 0.95 6.3 v _ - . - OTHER RELATED PtLIC IMPROVEMENTS, 5HALL BE PLACED OR 0.95 6.3 5.-1-1 31.-13 2 " 2.00 32.00 36" 1.17 3,95 4.00 GRAPHIC SCALE CARROLL INVESTMENTS
m CURVE N - - - C0457RUC7EDW/TH/N PR07FCTED DRA/N46E AREAS A5 PROVIDED IN TABLE 06-16-04. a o No. G}ORD BEARING GH. DIST RADIUS LENGTH 2JDRIVE5PARKIN6AREA5,0R0THERIMPR0YEh~N755HALLBE00A677WTED s5o ~s.5o eo b.s 60 30 0 60 120 0.80 6.3 5.0 18.12 36" 40 "19.00 3( " 1.43 - - HIGH POINT TON454IP -GUILFORD COUNTY
o _ o i , NO CLOSER THAN 77,%V (2) FEET H0Rlzo TALLY FROM THE TOP OF ANY o 0.52 16.02 0.45, 6.3 0. 6.3 5.99 -15A6 42" L0 100.00 42" 1.00 3.11 7.50 HIGH POINT, NORTH GAROLINA
G I N 5a 3717 W 67.05 I x41.00 67.06 BACK SLOPE ALON6 ANY OPFN HA < TERG0uR5E PARKlMS AREAS Alm ASSOCIATED 0.95 .3 5.99 -1b, 42" 1.00 0.00 42" 1.08 0.30 7,50 1 INCH = 60 FEET 50AL8 I" = 60' DATE NOV. 20, 2000 PLAN
" ' - - ' 120.82 DRIVES MAYBE G0K5TRlC 7FD OVER ENCLOSED 5b85UPFAGEORA/NS. a 0.05 16.0-7 0.95 G-2 .3 5 08 30 01 W 120. 84 821.00 5) /T SHALL BE TW 0MER5 RE5Pr,*61BlL/TY TO MAINTAIN ALL p A7ERCOtR5E5
G-3 N 74 ° 13'08" W 14.25' 114.86' 14.21' OR ~REMAlNAIN/M5 ~ AS ~E OPEN GHANP7> RELS. ENCCOSEV 5f,8SRFACE DRAINS 4.63 29.24 0.?8 O 6.3 4.91 143.57 48" 1.00 146.00 48" 1.14 - - GPT ENGINEERING AND SURVEYING, INC.f _ 0.16
3 0.00 29.24 0.'78 b.3 REVISED q/27/01 TO SHOW LEVEL SPREADER 4 NEW OUTLET LOCATION FOR POND #2 4 NOTE. 0.78 6.3 4.91 143.51 48 L00 46.00 48" 05 - - LAND DEVELOPHENT GON5ULT1N6 2401 PENNY ROAD SUITE 105, 016H POINT, NG 27265
PHONES 0%) 612-8900 - FAX Oft) 9124780

i NOTE:
~ 1 ...~.~.,tf. - i \ NOTE:
PB 18 PG. I OWARD P. COLEMAN ~ ~ SHERRILL DRIVE SHALL BE IMPROVED TO THE ~ (iJ JOE F. GORLEY ~ (i INTERSECTION AT DILLON ROAD AND SHALL MATCH I S.G. JACKSON N - ~ SUB ~ N ~ / (s~ N ~iia~ ~ COLONY PARK SECT. 10 ~ ~ ALL BOUNDARY AND TOPO6RAPHG
~~°~-8 MARGIE G. GOLEMA THE THREE-LANE GR055 SECTION F TH N I ~ ~_I ARC GAP BRIDGETT GORLEY a _ o E Ew PB 21 PG. 93 - l.L N v ~ PB 94 PG. 24 ~ INFORMATION PROVIDED BY
9° DB 2949 P6.831 DB 2900 PG. 215 S.G, JACKSON SUB D. - ~ TRIANGLE LAKE ROAD, A5 PER REZONING ZOi~D: 85-12 N N ~ TAI~D: 85-12 BORUM WADE AND A550GIATES.
HP TAX MAP 191-5-b HP TAX MAP 191-~1 pg 21 p(,, q3 - a ASE as-44 CONDITIONAL USE PERMIT. ~ I LUG-I ~ Q EX HYD 0 ~ O o ZONED: 85-12 LUG-I ZONED: 85-12 U,~I ZOI~D: Rrl2 ~0 '0 ~ ~ ~ S.G. JACKSON SUB'D. I - ~ f' ~ ~ - - - ~ - I (sod ATIONS BY l=1ELD ~ _ J
o, NSq 0121E Luc-1 F~~ j~: '3 ~ X ~ _ ~ ~ - I P821PG.93 I , f' ~ `SURVEY BY BORUM WADE AND
' ~ ~ _ ~ a ~ ~ \ ~ , , - ot~D: I COLONY PARK SECT. 6 x ~ .42 ~ 58824 5~"E ~ I ~ Z R~' 2 I w ; - r - ~ (~1 550G~TE5. X ~ ~ (u3
V ~ a Luc-1 / ~ 1o PG. loa I~ - ~ ~P ~ P ~ ~ _ - ` = 588 22 42 E 652. 0' , ~ o
_ ~ ~ - ZONED: 85-12 ' . ~ < 200' " _ ~ ~ - GOL NY PARK SECT. 6 ~ 0
qP ~ ~ LUG-I 124' ~ ~ ' ~ I lb' 60 Q 74 / ~ \ _ 66 O r is ~ ~ ~ \ ~ ~ , _ 1 ~ zot~v: 85-12 ~ o ~ -
\ ~ ~ ~ r N814131 E 1024.3Q - - ~ r ~ ~
- _ ~ -I ~ ! 1 ~ ~ 16q' ' BP ~ 10 ~ 7q _ -
~ ! i ~ (a~ ~ S ~ \ a of I m 5 45'0 NSl . ~ ~S 204 - ~ - 324.05 63~ bq' ~ i 68' 51' 13 38' S1 ~
_ PB 18 P6.1 • ~ _ 9 u, 30 _ - ~ _ ~ - 64~ tea, 9 16' 45
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27 - - ~ _ 30; ~ ~ ~ ~ - so - ~ ~ 4 15a FT ~ 44 ~ ~ ~
- ~ > ~ _ l L ~ q,854 SQ FT 33 / A, I 5Q FT _ _ ~ _ ~ 25 25' 25 " 25' ~ - 11,313 SQ FT
\ ~ - 34 _ / ~ ~ 42 i 41
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G _ ~ _ _ - , , ~'~m - 36 38 a,~ Sa FT, r ~ 37 ~ ~;'~30' M~~ ~ j, Ib162/5Q FT~ ~ i
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_ , ~ W X I~ ~ ~ETAININ6 ~4N ~ ~ J, - - h ~ ~ ~ ~ ~ ` ANS. i ~ ,~i- ~ - - . a ' ~ 30 f - 2 , 35' - ~I~ Es~^+5E 6'S~ ~ SSA X30 ~ ~ 3ie' ~
sF ~ ~ ~ ~ , ~ - o ~ ~ ~ ~ ~ ~ ~ c9 , ~ .WALL' ~R ~ ~ _ ~ ~ _ - Ep 71 - _ ~ ~ ~ - , k, ~ b rY - ~ :i 1 _ _ ' S6 r ,
- - - - N ~ 54• ~ ~ . ~ ,n W
~ , - y v - v _ - - - -1 L - - l- - - 6,~~ r 6" DI, WATERLINE~_~-~ ~ ~ , - 67' 66 - ~ 1 ~ - ~ i% ~
O O r ,18 \ \ - 62'~ ~ w WATERLI z bb' i ~ - ~ ~ _ - ~ ~h/ ~ c. i
~ ~ ~ 1 \ _ 6_ _ _ ~ N~ , S ' ~ \ ~ l - _ 7 -1-~ 4 - 7 v : r
23,513 SQ ~T Z ~ A A ~ , I I ~ gq, ~ ~ ~ \ ~ - _ _ _ - - _ 36 8~ 66' ' 12138 SQ FY - ! 3 - 8 VG ,r ~ s; I`~ ~ it ~~1 una ~h ~ ~ y ~ ,~„ti
- a ~ V - - 69 _ ~ - ~ , ~i~S~ 7 ~
~ / ~ ~ ~ ~ ~ is S , ~
~ ~ ~ ~ V gp52 5Q FT 2 . - , - - - ( ~ -
S >s, ~ \ _ - ~ gp52 SQ FT ~ IOri21 SQ FT ' % ~ m ? ~ _II T _ ~ `~49
\ V _ ~ -Q,1015QFT ~ Z ~ ,50 ~ ~ ~ ~I ~ _ -vi S1 4 QO F~ ~4,QI1 5Q FT ~ / / ~ ~ i.' ~ 4
\ ~ 13,884 5Q FT u_ _ ~ l , z$, 55 ~ ~ , ~ ~ ~ • 52 ~ lo,~n 5Q ~T - ~ ~
y~ .c O , ~ , V ~ ~ ~o N 7~ .P ~ S/, ~ 3~, ~ ~ _ - ~ ~ o, -
~ ~ ' C9. O ~ S v, ; 53 ~lo ~ ~ / - 54 ~ ~ ~ '
V ~ , ~ 't1 ~ 1~TAl , . , ~ g ~ ~ q,226'SQ FT ~ • .~''y i 7g, _ 12,468 5Q . - ~ / i / ~ ~ _ 95' ~y,
i 18 ~ ~ ~ ~ J 17^ c4 ' a ~ ~ ul , , ~ ~ ~ ~ WALL . ~ ~ ; ~ 51 ~ - i~ ~ ~ ; ~ - Q ~ . , j
9 ~ O ~ ~ L ~3q SQ FT 'Y ~ q,5gl SQ~PT - - ~ ~ / _
~1 ~ 2~ - 9, ~ l ~ , o ~ ~ _ ' % / N zoN>= 2 ~ ~
12p81 SQ FT yTREA~f . ~ _ ,B111=EER ~ ~j,," Q I
m ~ _ S . ~ ~ p FT ' ~ ~ s 14 85SQFT~
W SAD ~ , ~ ~ A , 2 ~ v1r, \ a~ ~ ~ u~~ \ ~ ~ II
~ 9' ' ' ~ i ~ ~ '"a y
~ D - ~ ~'~_A ~ 1 ~ r , _ ~ f ~ '
9 A6 V , i , . q . ~ / 4,544 5Q ~T / ~ - \ ,
~ 1 ~ ~ r b ~ N ~ - ~ ~ - A \ ~ ti _ _ \ ' ~ 11 / ! ~ ~ _ .1
- x ~ 62 ~ ~ ~ ' X20 ~ ~ 1 ~ ~ \ \ ~ s, ~ ~ o~ _ _ ~ry~ -
. ~?S N ~ ~ \ \ \ W A r' 12,Sgb 5Q FT ~ ~~i___ ~ ~ V A ,y'' ~ L , ` 3~5 /OGRES ~ . a
A' c, - \ 1 ~ 20 \ -
~ ~ ss~1 - - ~ 58 OWNERS 13 ~N ~ , ~ ~ , ~ ~ ~ \ , 3~' 3 ~,~o 58 ~ ~ q - ~ ~ ~ o ~ ~ SPREADER ~ ~;,~o _ ~ ~ ~ ~ - _ _ - ~
;A ~ 1 ,23q~ SQ ~T u, ~ ~ _ y ~ \ o, < ~ ~ .q,415-SG GARROLLAND CORPORATION gp06 5Q F7 ~ ~k5 \ ~ ~ ~ ~ ~ L~ L\ ~1,4i5 SGt~ FT ~ ~ ~ ~ ~ ~ c / ,~a.
404-8 N RTH N TR T ~ ~ ~ ~ ~ ~ C 0 EU6E E 5 EE ~ 'R ~ \ \ ~ 4 ~ GREENSBORO, NG 21401 < ' no T \ti S 9, AM l=E ~ I Y r T ~ ~ ' '9 ; < ~ _
~ ~ v 1 ~5 SQ FT ~ ~ PHONE: [phone] ~ 6 ~ k - ~ } ~ 21, ~ ~ a ~ s , 59 SF ~ ~ - \~l ~ / - _ ,
.x _i i- ~ A T S i . 1 . ~ ~ ? ~E 9 _ _ EMER.SPILLWAY
12 ~ q,'llq SQ FT \ ~ ~ 0 ' 60 ; ~ q,741.~ Ffi _ - F~ ~ ~ i ~ ~ ~ _ - INV.148.'10- - _ . P~' 't'~
9,314 5Q FT C4 . ~ 1~` \ ~ 7 1373q SQ I`T i
DELLA EVANS HODGIN 6 ,nr. L ~ 1 I I t.~ \ s \ ~ i - w Gj ~ / . 's ~ '
DB 1100 P6.281 ~ ~ ~ I ~ I ~ s\ \ ~ ~ ~ , ~ , ~ STA 21k .0 (LT) ~q
TAX MAP 391-5-II - s ~Y\ \ ~ I ~ TOP 8b4.15, s 2 ZONED R5: 9 ~ \ \ ~ , .our: lgq.l5 y ? ~ / _ ~ ) \ ~ i . ~ r ~ ~ j
LUG , ~ ~ \ , / ~ ji .
~ i ~ ~ . q~~l FT N~ A5 \ ~ ~ A ~ . ~ r' ~ ' ~ _ ~ ]40.40
S h ~ % ~ ~ ~ 0 P OR ~1AINEN NG~ RE~I'ONSI IL`fY- E
~ 10 ~ _ - t t~ : ~ q,loo SQ FT ~ . , ~ - - GHAN $Y ~AN~OF A EGA ~ B ~ INCA AND , r / I i ~ ~ - ~
~ ~ ,`134 3Q T _ 2 - ~ ~ , ~ ~f ~ ; / ~ ENE ~A$LE MAINTENA~ AGi~)=MkN , ASS' R~- ; ` , D~ / i ,i ~ , i ~ - - D ~Y SGT N ~f-~~f~b(~) )~a ~?E THE GiTY ;
t r ' , \ 6~, ` - s ~ , f~ - i - ~ ~ HIGH Pb NT DE LOPNIENT INAN E ~ THEM ~ ~ ~ ~
~ - ~ s ~ NOTIFY THE PI~LIG ERYIGES~"I~1~~FR NT WITH
~ ,~i`-` ~ ~ / ~ u 7 sa Fr, reua n ~ ~ ~ ~ . ~ . . ~ . _ ~ ~ i ~ . ~ / THE CITY OE HIGH I~OI T:~ ~
i ~ O - ~ i ~ r _ - I A i : q,100 SQ ~T ~ S ~ ~ V ~
! v y. N N 1 ~ ~ ~ e' , ,~tY q,150 SQ FT ~ ' >>~i . . ~ . ~ ~ ~ ~ / L. / ~ :
l VIN V. i ~ ~ ~ ~~0~ i ~ . ~ _ ~ / ; WA RS OVERLA I TRIGT: OAKDALE ~ ~ ~ ~ I
~ ~ ~ . ~ T ~ ~ ~ i ~ ' -~C ~ ~ ~ . ~ ~ ~ 6 WATERSHED ARE W5=1V.
ti / 25 / / . . ~ ~ \
n m C9 ~ 9 ~ / ~ r 10,921 5Q FT ~ ~ , - ~ ~ ' ~ ~ ~ ~ ~ ~ ~ OR 5T DISTANCE TO ELO DWAY: 200 ~T ~ ~ '
<< • ~ -PROPOSED 1~ET~I~~~NTIO~1 BOND ~ ~ I , THE TER QUALITY REQUIRE NT5 FOR THlS ~ ~ ~ t ~
W. F. SMITH SUB'D. ~ ~ ' ~ X- ~ 1 ~ ~ / • ~ ~ ~IORM\ PDOL'~'I~E`J ~f~~.Ob ,SITE ILL BE MET BY ON 51TE VAT i ~ ~ ~ \ % T DE NTI ON POND ,
~ ~ - 8 , T ~ _ , PB 16 P6.21 ~ / # / 0 1'OM 0 . PONd, ~l_EU 7~0.~0 ~ ~ \ / i
~ ZONED: R5-q ~ 7 0,460 SQ FT •Q- / 1 ~ < ~ . , i > ~jfl 52 LUG -I ~ gp5l 5Q FT 2 / ~ ~ i 5 i \ ~ _ 1_ ~ ~ ~ ,
I i ~ 6.15 ~ i ~ i. ~ ' / / ~ T 1 • 6.15 / ~ - \ ~ ~ ~ ~ 0 D BY: GARROLL INVE5TMENT PROPERTIES, ING. 1
I I (41 ~ ~ I / 30'R 'Y ~ 5 / ~ ~ ~ 791 ~ a P ~ r " / ~ ~ \ ~ ,I~ IMENT REMOVAL IN ~ FOREBAY SHALL OGGUR WHEN dF THE - ~ ~
(as . (a~ ~ pct, ~ 1 / ~ ~ ~ ~ ! ~ TO AL FOREBAY CAPACITY HA5 BEEN L05T. ~ , \ ~ i I ~ ~
w 6" DI h WATERLINE ~ ~W I ~ ~ NP - L ,914 5Q F'~~ I ~ ~ 1 ~ ~ ~ i _ ~ I. MONTHLY, OR AFTER EVERY RUNOFF PRODUCING RAINFALL EVE T \ RIP RAP ~ ~
_ 61 ~ ~ / A ~ , A~ ~ N ~ ~ ~ ~ ~ : ~ ' Bp,~ ~ " ' ~ ~ IGHL~R COMES FIRST: : I \
w~ ~ _ ~ ~ i / ~ , ~ ~ 4 ss - w - N r ~ I' / Ik I GATGH-8A51N ;A~~8A51N ~ y ~ i A. INSPECT TRASH RACK, PRINCIPAL, AND EMERGENCY SPILLWAY'S
_ EX ~ I ~ STA 70+09 T - UG 55 ~ - i ~ / ~ ~R ) / I 5TA 70+OW T ~ ~ ~ ~ FOR ANY TRASH OR BLOCKAGE. ~ FO,.R~BAY ~ ~ r4~:8o4b~ ~ ;
- - - ° ~ ~ 11,3815Q / I ; ~ I TO(': 804b~ tJ ~ I, ~ IN1/. IN: ?96.90 ~ \ ~ it / ~ C~ I ~ NV. IN: 146.40 ~ ~ ~ ~ ~ ~ ~1 s ` II. TE~2LY (SOUR TIMES A YEAR): ~ _ ~ `
_ ~ -1NV.OUT:lgb.lC S ~ I NV. OUT: 146.10 ~ 1 / i ~ ~
o ~ 4 ~ / 'i ~ I , i ~ 10 2 SQ FT ~o~ r ~ I ~ n~ i - / ~ ~ ~ % A. MOW'AND MAINTAIN BUYER VEGETATION. ~ ~ ~ ~ ~ ~ ~ ~ B. IN5f'fiG7 BANK EMBANKMENT FOR ER0510N AND REPAIR A5 NEEDED,
/ ~ ~ , ; ENGINEERS GERTIFIGATION OF RUNOFF CONTROL: i i ~ ~ / ~ ~ ul 1 ' I % ~ ~ ~ ~ G. N5PE3GT PII~ INLET ,PND OUTLET AREA5 FOR ANY UNDERCUTTING ~ ~
I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF IN COMPLIANCE WITH ~ ~ 4 ~ ; ~ ' ' THE CITY HI PINT M R ID INE F R ITY ~ O / / k ~ / \ OF 6H 0 STOR WATE GU EL 5 OR WATE QUAL i •6 10,54$ 5Q FT / ~ j - . _ ; _ . - . ~ ,~V ~ " OR ER0510N AND REPAIR A5 NEEDED. / / ~ J.
u~ AND FLOOD CONTROL, AND THAT THE RUNOFF CONTROL MEASURES ~ ~ ~ ~i ~ ~ ~ ; ~ ~ A ~ ~ III. SEMI-ANNUALLY (TWICE A YEAR)
o SHOWN ON THIS PLAN MEET OR EXCEED 7HE GUIDELINES FOR WATER ~ ~ ~ - ~ ~ ~ I i N Q~ ~ i n QUALITY AND FLOOD C.oNTROL. i ~ ~ F) 11,6~fii SQ FT' J ~ ' ~ / ~ ~ ~ ~ ~ i ~ ~ i A. ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET
~ i , , l i ~ 12494 FT . ~ I STRUCTURE W LL BE REMOVED.
i DATE:-------------------- P.E. SEAL i i 9 6°'` / ~ - ~ ~ / ~ I' ~ i ~ ~ B. THE FOREBAY DEPTH WILL BE CHECKED AT VARIOUS POINTS.
~ i 9 / ! 9TA 18k18 ~ 5TA 1818 (RT ~ ~ 5EDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH IS REDUCED INV OU'f _ TO 50SK OF THE ORIGINAL FOREBAY DE51GN DEPTH OF 2.6 FEET. ~
SIGNATURE: i ~ 1, / / ~ INV.OU'f U~ i i ~ _ • f ~ ~ I ~ ~ ' AR N TMENT ROLL I VES PROPERTIES, ING
i i ~ OWNERS ERTIEI A E i' ~ ~ ~ / ~ I ~ TRAC.T 3 IV. ANNUALLY (ONCE A YEAR):
G GTE 0 GOM LIANGE (al ~a2 , (a~ ~ / / STAr +50 ) - - ~8, ~ i IP 5E7~ 6~ / ~ DB 3688, PG 1326 A. INSPECT STRUCTURAL INTEGRITY OF OUTFLOW DEVICE. ~
~ 5 / / 806 ~ I GARROLLAND CORPORATION ACCEPT TH15 SUBMI SION A MY I ~ i O , ' ' 5 5 i / f ~I .IN B. THE POND DEPTH WILL BE CHECKED AT VARIOUS POINT5. ~ TAX MAP Q4-1041-1066E-I SEDIMENT REMOVAL 15 REQUIRED WHEN THE DEPTH IS REDUCED
uS PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED L_ ~ ~ O / a ZONED RM-8 ,aT©:a OF THE ORIGINAL DE51GN DEPTH OR 3' WHICHEVER 15 (WTURf o"` ~T~F3." DE51GN DEPTH 15 5.0 FEET, MEA5URED VERTICALLY
ry MP .OVEMENTS AND COMPLY WITH THE CONDITIONS OE APPROVAL. ~ 82, / / ~ ' P , 48 RC V GP PROTECTED DRAINAGE AREA DEFINITION + F~RG1CrF-TH~ARIFIGE DOWN TO THE POND'S BOTTOM. SEDIMENT ~
Q / f ~rr / ~ ' REMOVED TO AT LEA5T THE ORIGINAL DE51GN DEPTH. ~ ; ~ : .
w - ~ ~/'UG Q'' ~ STA I1+65 (1~T) 1+65 ('ZT) \ ~ IJ hrJ FILL, BYlfLDlAKS OR STRG~ lU?ES, EXCEPT FOR {HATER DEPENDENT ~ _
~ OWNER/DEVELOPER 7 i ~ ~ / / ~ DA E ~ ~ . INW. IN: 198.00 W. F. SMITH SUB D. ~ ~ - / \ 282 AGRE~S ~ / J: 148.00 5TR1.~TLRES, 6REE'NWi1 Y5, UTILITY SUBSTAT/G'NS, UT/U7/E5, ROADS OR ~ s ~ E . ~ 0T7~ER RELATED FLBLIG lhfiROVENfFNTS, SHALL BE PLACED OR • •
V ~ GOh51Rl.OTID i'1'lTH1N PROTECTED DR.4/NAGS AIPEAS AS hlPOVIDED IN TABLE 06-16-Gi4. : ~ 4,i~' r D DE PM NT P AN 0 ~ \ 1J DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SMALL BE CON~TRLCTEIJ ;'S.
0 TH15 WATERSHED DEVELOPMENT PLAN 15 APPROVED BY THE ONED: RS-9 ~ ~ ~ Il+ 4 m WATERSHED REVIEW COMMITTEE: LUG -I q} / ~ ~ ~ ~ \ \ hl'J GL05ER THAN T31Y) (7J FEET HORIZONTALLY FROM 7FlE TOP OF ANY ~~'VA'. tly` ~ r, c44` 1 , ~ BACK SLOPE ALONG ANY OF~N i~YATERCIXiRSE. PARKINS AREAS AND ASSOGlATED ~i ...~y_T"~
m a ~ 11J / _ ~ / - ~ - _ _ T 4.20 \ , , p ~ 5 m / / ~ ,INV..aN~ 181,75 II) ~ \ DRIVES MAYBE GOA5IRGGTED OVER ENCLOSED SUBSIiRFAGE DRA/NS. f~ ~ ~ ~ TRIG K . 6E AE E NIN RO 5 0
\ ~ 3l IT SHALL BE THE O{'191ER5 RESf~JNSIBIUIY TO MA/NTAIN ALL WATERCGi'APSES s~.....\. s~1
V ? - a~~ INV. IN: lg1.25 (8) V ON PR VATE PROFERIY A*ErHER ENGL05E9 145 5/0S1RFACE DRA N5 " C ARROLL INVESTMENT PROPERTIES INC.
DIREGTOR OF PLANNING AND DEVELOPMENT DATE - - INV. OUT= lgb.55 OR REMAINIM9 A5 OPEN CHANNEL5. NOTE: HIGH POINT TOHJSHIP -GUILFORD GOUNTY
GARROLL.INVESFMENT PROPERTIES ING W5THENT LEFT TURN LANES FROM SHERRILL , TES ING' i ROAD TO THE SITE SHALL HIGH POINT, NORTH CAROLINA
T 3 30 GRAPHIC SCALE BE PROVIDED AT AG6E55 sc-gE, 1" = 60' DATE- NOV. 20, 2000 ~
W DIRECTOR OF PUB IG SERVICES DATE - - - - - - II Q TRACT 3 _ _ _ D5 3688rP613~6 POINTS ON SHERRILL RD, AS PER ~ 60 0 60 i20 P61326 _ ~ ~ SHEET; CONDITIONAL USE PERMIT GA5E 9q-44. GPT EN6INEERIN6 AND SURVEYING, INC.
TAX -tv" g4-1041-1066E-1 g / TO BE TODD R" 1041-IOS6E-I - - _ LAW DEVELOPMENT GONSU.TIN6 ED RM-8 REV. q/27/01 W/ NEW POND OUTLET LOCATION 2401 PENNY ROAD SUITE 105, H 16H POINT, NG 21265
w DIRECTOR OF CENTRAL EN6INEERIN6 DATE o (FUTURE MU-TI-FAMILY) TI-FAMILY) 1 INCH = 60 FEET REVISED 8130101 WITH NEW TLR ALIGNMENT PHONES [phone] - PAX, Mb) 812,8180

I
~w (e' MIN.)---
Y WN. . TOP OF BERM _ r1' fAEEBLWRD (MM.) 1
- ~ DE9Gx Hx:e WATER I 1' WIN. - I MUf.. I ~ i I ~1. ~.+Sr U -X ~I_ A ~
sruwer~ F~ 1 - I , , ~ - -
SEDMEM STORIGE " , ~ ,P a MAx LW(IMJN IfYEL Of SEDMEM CIfIN OIfF STAKE 12' {a7 WASH(D SNNF- ` [ ,1 ~~•n.D~;1.u R.,T c ~ AA rIWD6 F ,ply ~
COl1ECTF0 CIFAN BASIN OUT ~ H -l Y'"'~ ~ WriFh' M6 LhEL REACHED) ~r 'r " An NL / ~ _I ~ L i iJV t4'. L: ",,a ~ _ / ,I,~,,
7 71i~•.`Cu
> ~.~;I ~~_u Ta;~~ cuss mP aw L- ~ ~ 17''31 1
_ I SECTION THROUC~BASId ANU FLTER I ~ , ~ I l i F ~CF f va~4g' _ '
-ai
~ 7 i,~o , 131`v^^ i,-", t 1!:C ~ 7-I: J' A. ORIf-Ii~F FI
E SRl FENC F1M ^ SEE PUN ~ - CU811' RIP RAP UP CU55 'B~ ,
, ~ ~ AIP RAP ~ \ ) SAES OF SPIIIWAY~'~ L^,~ i P RW APRON 7' _ "TIH y ~ 1 ~ J ui
LtA ~.P ' S' 1 ~ ~ _ STS y. r ~P, l
7 ,0 / ^.i ~ i . . _ " L k N' 7 WA91EB S10NE [>[RM ~ P.NE'I- ~ . v> 1 1~ .fc ~J °:I LE. L SF=uC ~^VE!~ ~.F:~ •rL.,u r - -,o-c
. ~ ~^,r<a6r w ~9LT FENCE ~ I" ri q~, 8c w I ,;.r ~ Iv ,i I ,•ri~-,I
i a-.. ~ ~ I`
c, r - - ~?D.h~ ~ 'OO. z 1 a ~ a t- SEF PUN °~I?M. _ ? V{. r,, ~\11 E ,Ir ]IPI; ~ Y I ~ ~~"G i ~ t
ELEVATION OF BERM AND FILTER ~ ~ ~ %LI ' I~ ~ if ;rcn,, . I ern IU- ~ r r)ND ~ - ~
SBNE&L..t5IIE5: - rreay 5E 'v" nk uup- Grp ~ ~;,a np. ~M I 'P,G 4('. LL t3l'~~ ,
1. AREA UNDER EMBWKIRFNI SHALL BF CLFMED, GRUBBED. AND STMPPED DF ANY 1~ECETAl1ON AND R00T 141T. ~V ~ 1 I lL E I kT - r~•-, ~ •`J,J~i'..7° FI. N - THE POOL AREA. SMIl BE CLF.MED. `T ; ~ II_,:- I " ,1 ~ x L.`_~ I f.i: ~ ,
2 THE FlLL MAIERML FDR THE EN&NKNENT 9411 BE FREE a R0015 OR OMFR W000Y yECETATpN AR WELL _r T' ~ ` AS ONEA9ZfD STONES. ROC16, ORGANIC WTER41 OR DINER OBJECTIgALLIE IMTERW. THE EIIBNINNEM SN/ll .ul 13~~' ~'Llil y: Fn ,~.I ~ I ~ F,. •p .
BE COMPACTED BY 1MFERSINO WTIH EOUIPIIEM WHILE BEING CONSTRUCTTD. SF'tt1WAY5 SHOUlD NOT BE CONSTRUCTED DIROUCH FlLL SECTIONS.
J. SEDMENI SHILL BE REMOVID AHD IAAP REBTORID TO Ifs ORMIWL DMFNSIOMS WHEN THE SEDMIXT 1145 ACCUNUUIED 70 ONE-HLLf THE DESICtI DEPRI OF THE IMP. RETgIED SEDINEM 941E f?E OEP09TED M A GUTA$E AREA IN 91CH A MWNER iF4T R WILL NOT ERODE.
1. 111E A+AP SHN1 BE INSPECTED AF1EA F/DH RAJN AND REPNRS NAOE AS NECESSN(T. u ` 5. CDHSRBICDON OPETUMIN SW1L BE CARRIED DUT M SUCH A YANNER THAI EROSION AND WAEA POLLUTION IS MMRAZFD. RTJ.
6. All CUT AND FR1 SLOPES SHALL BE 2:1 OR fUTIER. 72' GAP. TWSH GAP. TRASH RAG7; 11T5,
7. IF SEDINEM BARIN 6 IN USE JO PITS OR LONCEN, ENBANKYENIB 910U1? BE SEEDED OR OIHERNISE PROPEIRY STABRIIE?. a. sDRACE AREA rs 9nwN AS REOGNCtIIM FDR ILLUBIRA7NE RIRPDSas oxLr, AND wr BE ca+smNCTED M AXr swwE ~ ~N~ T PANDER Al.UMM1M TOP
FRONDED THE NININUM SfOAAGE YOLWE REWMEMENT rs 4ET. THE eASM SHWID 1LS0 BE ORIENTED aLCH TWIT THE FlLiFA AND iNE 41M1 FIRM' of WA1FA AND SElNMENT ARE ON OPPOSITE ENDS ON THE LONGER B+SIN DMENSpNS. 6'X 6 9. REQUIRED SfOWGE R 1800 CUBIC FEET OF STOIUGE Y0.UNE PEA OEXUDED ACRE. RECONNENDED SNRM,E 6 1800 CUBIC 6'X 6' SPACING 36' GAP. TRASH RACK
FEET OF STORAGE FEA ACRE ff DRAMA(.'E AREA 10. THE lENO1H OF THE STONE OURET (SPILLWAY) IS TO BE BASED OH A 10 YFAA STORM. 1V,11-V1/RIIJA ON BARS W/ E~ANDED ALUMINIM TOP x b'x e' SPAUNS
11, WHENEVER 10POOMPIf1' A1101Y5, 111E BISIN IENCfH SHWID BE iN1CE (SM) THE ROSIN WID1H, 10 ALLOW FOR SETNNG. BAfF1II ~Tg SHWLD BE PR0410ED M THE BASIN WHERE THE LENCBI 5 lfSS DON TWICE THE WUDI. oN BARs
72. ClPAMOUT 5fARES SH41 BE PACED IN Ill SEDIMFM R1SMR AT THE LOW PANT IN THE BlSIN. THE SfN(ES SHILL BE MIAI(ED SHGITNG THE Hof NLL. CIF/NOUT POIM, OF 7HC BASIN. ANn-voRTEX PLATES
17. SAFETY FENCING 7' HIGH SHWID BE RILED A%W1N0 All SEWEM BASMS. 201 1 ENURE BOnON OF SEDIMEM M.RIN. 7/, FILTER FPBRIC 10 RI4N UNDER
TOP OP DAM I 830.00
I 6RA55 LI1~D
821.30 3 ,
12 GAP. iRASH RACK TRASH RACK
36' GAP. TRASH RAGS Fuat FABRIC W Po5r5
100'MN Fl,BLIO 51REtT I,T 25' r~ a~rr.~
WET DETENTION POND #2 ° rxisnir I.1' 2A'
5aL srALBILIUnoN F UNDER Ls r1a5rED sroNF
60' GAP P05T, b' LONG, TRllVI6lE 5r~ 60' GAP. e' FNx SPAGAI6
~N. R15FR R~ ~ ~ µ MEM SPAGAI6
24' GAP. d ~ R~ s,a~ crab a wa®~rore
k
F ~ u
N.TS. - - 11- N.TS. r i I ~ I u u u
1~ ' I 50 i . TED WBtE SATE SHAM BE LOLA N.TS. ~ ~
I, A STABILI¢I7 EHTRNIGE PAD OF 7 3 C.O1R5E AEGR~ - _ TRAFIO PULL ENTER OR LEAVE 1FE CgN5TTLGTION 511r ~ INTO A PUBLIC 5TRl~T. yypg5; FILLER BumIERS 91A11 eE NSPECfED er THE FINANCNLLY RESP[MESM7lE PMTY OR IRS Af9lf MIEMI7FLY IFIER EACH
FILiEaA FPEWL OR LONNAOT® LT815fEi2 RLM STOFf FNS L~ I)<~ A5 A 615E FOR 1}E LON5IEB.GTION ENTRANCE. I', 3. TFE ENfRANOE ~J4ALL EE MAMTAl1ED IH A LOIDITION HRiN YULL PREVBTf 1RA0YJN5 GR FLOYBN6 OF SmIMBIi TOP 01 DAM I RNNFAl AND AT ti/Sr DAILY DUPoNC PROt.pNFD RNNFAll. ANt RfPNRS NEEDED S/Ull BE MADE 1NNEDUIELY.
ONTO PDLLIG STREETS OR EXI5TIN6 PAYB~81T. THSr ~ ~1~ANY~h U PTO ~~SEDI~hENmT~~L ~O I •DO STCWE A5 OdID1T1015 Wd+RAttT AID REPAIR OR U 2. SHDUI? ILK FABPoC DECOMPOSE OR BECDNE INEFTECINE PRIOR TD THE EHD O< 1lIF I1tPEC1E0 USAEIE l1FE Np 1HE BWPoER SRll 6 NECESSARY, iME FIHRIC 9MLL BE RERACm PRONPRY.
4. ANY SE9IFENT 5PILLED, DROPPED, Y415VED, OR TRI(ATP ONTO FAJBLIL STREET5 MJ5T BE REM(NED IFREDIAT9.Y. I GI ~1 T55 L I I LL.D 5. WBI APPRLVRIATE, V1aEa5 IDST BE LiEAEED TO APNCT'E SEDIH8IT PRIOR TO BlfERIIG A WBLIG STREET. HFBI 198.10 Y4.Ei1R16 IS REQWT~, IT 51iN.L EE DOTE IN AN AREA STABILIZED WTI 0RU5F® STOIE YiAGN DRAINS IMO AN 3 GHEGK DAM #I a sEpNENI oETOSrs sNann eE RENDrID If1EP EALH sroRM EY£M oR au FENCE SNDUD aE REPUCID. 11EY MUSE 6E RFIa+ID WHEN DEP05IS RFACN
AFfROYED 5[DIFBtT 6U`IN 5EE $TD. N0. 30.IIB. 6. 501E STPBILIUnOH FABRIC (A5 SPFLIFlm BY TIE DE516NER1 SHALL BE U5ED. IPPRDN. rwF TVE IIBwr a THE eARPoER. Nrc smro+r DEPasIrs REMWNMlO x A DISTURBi=D AREA = 05 ACS. PucE Arlin T~ sET FT»aa a RENOhu swu eE DRESSm ro caaoRN
STORAGE REG1'D = 908 GF (05' l AG. J ro mF rxlsnNC rnADC PREPMED AND SEEDED.
STORAGE PROV'D = 14' W X 24' L X 3' D = 1,008 GF DRAINAGE AREA 4.1 ACS.
WET DETENTION POND G1= (05X4AIN/HRX4.IAG5.)=8.2GF5
WEIR LENGTH = b' DAMDIMEN510N5 = 14'LX3'HX2'WOTOP
FILTER FABRIC
-
GHEGK DAM #2 II=11-II T
DISTURBED AREA = D ACS. (DAM 15 PROVIDED A5 EXTRA PROTECTION J FETAL PDST
I ~5'f WASF~D STON A ,,U;. i f WA5F~D STONE STORAGE REf~!'D = 0 GF (0.5" l AG. J - r~
~ 1 = 12.28 0.50 6.3 I' THICK Q o ( ) I' THICK STORAGE PR,OV'D = 24 W X 48 L X 3 D 356 GF lr, GLA55 'A" WBl DRAINAGE AREA = 15A ACS.
QIO=3q GFS 2 GRADED RIP RAP q = (05 4A IN / HR X 15A ACS.) =BOA GF5 NIIB:5f~1 HEIR LENGTH = 10' ~ ~
2 DAM DIMETV510N5 - 12 L X 3 .
'--?1 14' 4' ~~I ~L.OW II 4 tom- I 2 - 3' sz' AW I ~ ' i
FILTER FABRIC ~r
1_ 2 I 11 _
- .I. I 0 I C_ - - i
I I 0 I ` i i~l -T III ~ . r I I \ 1 _ - - - lT R1P RAP PAD /
~ I I I _ .0 ii I I I I -1T-= ~T _ U ~-~T =111- I I, ~ 1~ -
n I I -n l-
~ I = , ~ I SEGTION A-A - k~ I = A A
1~ I W - - RI RIP RAP GHEGK DAM
MP TED ~ _ I GO AG 2 - -
501~ _ : 4 ~ _~T~ 2' MIN. ~ _ ' ROCK DAM Q - I ~ ~ _ , _ ,
_ ; Q - I I I. SFDINRIT 9NE.L BE RB~fNHI AND TRAP ~,TOf~ i0 ITS DRI6INAL DA~BB10,6 Ivel nE sErnlcNr was ALCMIAATED To va nE vESIr;N DEPrN oP TIE TRAP.
_ _ I 2 R@1O+ED 567M16(i SWIL DE pAt7`.~1~ IN A5UTA&F AfEh Alp IN 5KM A hUNBZ 7NAT IT HLL NDT B.OOE. 71E B1TO1L1UE SMALL ff INSPCLTE3J AFTH2 EKM STDFP7 P.•BIF Bf i}E
18 Fti ; _ ~ I i MIN. ~ (IHIdl41AlLY RE5P01618LE PAR1Y OR FXB /,HB.'F AND F~+ANLS HALE AS NEG~iARY. A, CAGIRNLTI0,1 pPEMTIAS SINLL ~ LA1N1H1 GIT M 9KII A ltANCit TENT
giOSiQI Alp WATER R71JJ1110N Afrf MINMIIED. S. TIE 5®RENT TRAP SHALL BE RETIW®AND T1E ARF.4 STABILIZED NBi T7E
-l I I-1 I-11I-III-11I-11I-III=11I III-1I I-1I I-1I I,;,I I I_„I I FABRIC I. INSTALL SuRFAGE WATER GI - MEASURES ACCORDING TO PLAN. ~ DRUNA6E BASM 1N5 BE~I+ F~.Y 5TA814ZID. -AGE WATER CONTROL
-I 1 1-III III-III-III-III III 11 1-I I III III III FILTER 2. AREAS TO BE SEEDED SHA 3E SEEDED SHALL BE RIPPED AND SPREAD WITH AVAIALABLE
I Q=GLH~ TOP SOIL 3" TO b" DEEP. TI TO b" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE
- h r~ 12°#5 WASHED ' 3q.0 GF5=(3}(U(I.O~) a° To b° DEEP. IF NO 501E I, 5 I EP. IF NO 501E TEST 15 PERFORMED, APPLY 4000 POUNDS OF
STONE ~ L=13.0 FINELY GROUND DOLOMITIC . ~~I ~ ~ ~ PHOSPHATE OR EQUIVALENT UND DOLOMITIC LIMESTONE PER ACRE, 600 POUNDS OF SUPER- OR EQUIVALENT PER ACRE, AND 1000 POUNDS OF 10-10-10
_ _ FERTILIZER PER ACRE. LIMI PER ACRE. LIME. SUPERPH05PHATl=, AND FERTILIZER SHALL BE - D
2 ' 3 APPLIED UNIFORMLY AND h I ROCK DAM FORMLY AND MIXED WITH THE SOIL. _ _ I, 5GH~11.E PRf~ONSTRDGnON t~ffTIN6 WITH BZO`.~ION MSPEGTOR AND
4' rF . • D~=q 3. L005E ROCKS, R00T5, ANC K5 R00T5 AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM ~ 6RADINS CONTRACTOR AND OWNER TO OBTAIN GRADING PERMTf.
I ~ THE SURFACE 50 THEY WILT WITH ESTABLISHMENT AND 2. IN5TAll EROSION CONTROL DEVICES, WHERE PID55181.E (5TOFE EtTTRANCAE, 51LT FBrC~ E 50 THEY WILL NOT INTERFERE R1XAK DAN, TB1'ORARY 5EDIMENi B11511~5)
y , e MAINTENANCE OF VE6ETAT I~ LEGEND ~ I'~ ' ' 4. APPLY MULGH(6RAIN STRAI ;E OF VEGETATION. g ~ - ~ rel. 9. INSTALL PROPOr.~ WET DETENTION POND FOR USE A5 TBNPORARY 5EDTMEM B/51N. ;H(6RAIN STRAW) AT A RATE OF 5000 PoUNUS(2.5 TONS) PER ACRE. RP RAP 4. INSTALL 5TORM PIPE512 AND 13 (TRV1N51~ LAKE ROAD EXTEN5KIN) TO DIRELY SEDthQlf
, , 17, S~fIa1 RUNOFF FROM APARTMENT SITE TO PRAPOE*D WEf DEtEitTION POND.
IY N E LAKE ROAD): I _ PIPE NUMBER (TRIA GL Q 5. CLEAR SITE 5UFFIUENTLY TO IibTAL1 RETIAININ6 EROSION CONTROL DEVICES.
NOTE: 6. GI.Fl,R AND bRU3 SITE.
~'I APTS : I DAM FOUNDATION INCLUDING 80TH EARTH ASUTEMENTS R PIPE NUMBER (BROADSTONE VILLAGE ) ? PLANTS ~ MIXTU E5 MUST BE COVERED BY FILTER FABRIC. OVERLAP IFT. ~f T RE5 RATES/ACRE PLANTI N6 DATES T• GRADE RoAOwAY' I X U 8. INSTALL STORM SEWER AND ERO510N GON1R01. DEVKAES.
11L AT ALL JOINTS, UPSTREAM STRIP OVER DOWNSTREAM 9. INSTALL All ImLInES INCLUDING WATB~ AND SANITARY 5B't'R. 100 LBS. I. AU6 15 - OGT 10, c~ 6RADE'D AREAS ONCE FU~Vd. bRADE IS ESTABLISHED.
STRUCTURE NUMBER (BROADSTONE VILLAGE APTS):(f} STRIP. TALL FESCUE E. 2. FEB 15 -APR 15 HI WATERSHED DEVELOPMENT PLAN 15 APPROVED BY THE u. INSTALL UNDB~bR01AO UnLTfiES, T 5 12. IN5TALL sroNE, cuffi AND ASPHAIr.
~ SILT PENCE: -X X - WATERSHED REVIEW COMMITTEE: 13, A}p 5® ROADWAY 51IOU..DERS AND SLOPES.
E-, ROCK DAM DETAIL - TALL FESCUE MIXED MIXED 60 LBS. I. AU6 15 - OGT 14. 5E~ ALL RESULnN6 DISTURBED AREAS.
~ ~ ~ N.T.S. WITH RED FESCUE PERMANENT DIVERSION BERM: SLUE 40 LBS. 2. FEB 15 -APR 15 15. INSPECT AND MAINTAIN ERO5k7N CONTROL DEVICES FOR DURAnON OF CON.STRUGnON. 16. AFTER 51TE 15 STABILi~, RB'IOdE TET•f'ORARY ER.0510N CONTROL. DEVICES.
R; ~ IN5TALL PERMANENT EROSION CONTROL! VELOCITY MEA5URE~i A~ SPOT SEED
I ~ ~I Q TEMPORARY DIVER510N BERM: F, TALL FESCUE AND SERIGEA - 40 LBS. AU6 15 - OGT - - ~ BAH = AND SERIGEA IT, PROVIDE pERh1A?Hri GROUND GOVE1t ON EXPOSED AREAS WITHIN TFNRTY 30
J LESPEDEZA (UNSGARIFIED) a _ (UNSGARIFIED) 40 LBS. WOR1'JN6 DAY5 OF COhPLETION OF ANY PHASE aF GO~KTRUGnON. DIRECTOR OF PLANNING AND DEVELOPMENT DATE
L11 ~ ' TEMPORARY SEDIMENT BASIN: T FESCUE AND
w I p I ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ALL AND 60 LBS. JUL 15 - AUG T ET fl
"1 ~ AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE BROWN TOP MILLET ~ STONE/WIRE INLET PROTECTION: MILLET 25 LBS. _ _ _ '~a~i~iaiasre~ ~ . _ _ r
LE55 THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO IG SERVICES DATE 0~`~ ° DIRECTOR OF PURL o~ 'L V _ D _ , > RO
W LIMITS OF CLEARING: (YYY1 MAINTAIN ALL PRACTICES AS DE516NED. ' I 2. THE SEDIMENT BA51N WILL BE GLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES TALL FESCUE AND 0 =AND 60 LBS. NOV JAN Q,' U4'" . ~T 25 LBS. . cy; R~ ,,r ~ w IE~J' IN~i.
I/2 OF THE DE516N VOLUME. GRAVEL WILL BE GLEANED OR REPLACED WHEN THE WINTER WH T - _ _ . , ~G~RROLL I NYL=STMENT PR01°ERT
LIMITS OF DRAINAGE AREA: - - SEDIMENT POOL NO LONGER DRAINS PROPERLY.
am E 6E55 AND 5 LBS. MAR 15 -JUN 15 DIRECTOR OF GENTRRL ENGINEERING DATE JAMETOV4N TOWNSHIP - 61JILPORI7 COUNTY CAROLINA NORTH , y
0 3. SEDIMENT WILL BE REMOVED FROM THE 5TONEMIRE INLET PROTECTION DEVICE WHEN TINE CONTOUR: - - - - STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE GLEANED WEEPING LOVE GRASS D EXIS OR REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY. 5LRIGEA LE5PEDEZA (5GARI PEDEZA (SCARIFIED) 40 LBS. H 16H POINT, SGALB N.T.S. DATE NOV. 2l, 2000 t
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES l~ SHEET;
i'ROPOSED CONTOUR: ABOUT 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS W NECESSARY TO MAINTAIN A BARRIER, COMMON BERMUDA GRASS GPT ENGINEERING AND SURVEYING, INC. 1. APR 15 -JUN 30 MUDA GRASS 1 LBS. (HULLED)
STORM SEWER: 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED NHULLED 2. FEB - MAR VI ED q/2-7/01 TO ADD LEVEL SPREADERS 'PdN 5 D OR 0 LBS. (U ) RE 5 4600 CHARLOTTESVILLE W. 6RIff 15BORO, W-1 V4I0
D- AGGORDIN6 TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GOVER. REVISED (/22/01 PER WATERSHED GOMMENTS (336) 244-(642 - FAXs 056) 284.9111 G
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