20031566 Ver 1_Site Plan_20031211

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cl~r~ o~ c~~~LOT~rE9 ~~c~~~ OWNER/D ATAPCO STEEL 8301 UNIVERSITY E SUITE LEN~U~~G CO., NORT~I CAROLINA
/DEVELOPER:
~ELE CR~;EK, INC.
~ EXECUTIVE PARK DR.
IITE 100
CHARLOTTE, TE, NC 28262
('704) 5 WETLANDS ~ 401 GROUP 54'7 -'74:3'7
SEP 0 9 2004
uHiEr ,1uAi!TY SEC710N
i/ ,~gp
/ i', ,r~ INDEX TO DRAWINGS
P1dL~1~~A~L! L A 1. EXISTING CONDITIONS COMPOSITE ~1AP ~
~~~j/~ ~ 2. OVERALL MASTER DEVELOPMEtiT PL?.ti
/ 3. POND COMPLEX LAYOUT PLAN
C4 ~ c~ / SIT Aiken & Yelle Associates, PA / ~ stTe ' 4. POND GRADING & DRAINAGE PI.Ati
5. POND SEDIMENTATION & EROSION
~ CONTROL PLAN
\ 5A. POND BORROI'~ AREA A\D SEDIMENTATION &
EROSION CONTROL PLAN
C~ ~ ~ ~ ~ \ Professional Engineers & Land Surveyors \
! 3'755 Benson Drive / 6. OVERALL POND PLANTING PLAN
Raleigh, Not•th Carolina 27609 \ 919-877-9992 FAX [phone]. POND PLANTING PLAN DETAILS
~ 8. SITE DETAILS
EMAIL: ayesCbellsouth.net. 9. SITE DETAILS
VICINIT [CINITY MAP
NOT TO NOT TO SCALE
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NOTES
I 0 TY Q 1. THERE MAY BE OTHER FEATURES OR IMPROVEMENTS ON THIS PROPERTY WHK31 ARE NOT SHOWN ON 8. UNLESS STATED OilicgyWg ~ DECURAl10N5 OR COVENANTS 'STEELE CREEK PROPER
~ THIS PUT OF SURVEY. OWNERS ASSOCIATION" ~ BE FOR MANVTAlNMIG ALL OPEN AREAS, INGRESS EGRESS EASEMENTS OR ANY inNDSCAPING PLANTED WITHIN THOSE EASEMENTS. ~ ~ •
2. THE TOTAL AREA BEING SUBDIVIDED HEREON IS 48.834 AC. (V~ 3, THIS PROPERTY IS NOT WITHIN TI# 100 YEAR FLOOD PLAIN AS SHOWN ON FEMA COMMUNITY PANEL ti w
NUMBER J7015801 E ~TIVE DATE FEB. 3, 1993. 9. THE ROADWAY IMPRIWEMENT$ FOR GABLE ROAD MUST BE DESIGNED AND APPROVED ALONG THE ~ ~ r~ P
G 4. PARCEL ID + 201 20 , 20107202, 20107215 ENtiRE FRONTAGE OF t:,IrgLE ROAD AT THE 11ME OF FIRST SIZE PUN SUBMITTAL FOR ANY 1~1
THI PROPERTY IS ZONE t CD PER REZONING PE1T110N 2002-805 ANO SETBACKS ARE SHOWN ON MAP pEVEL~'MENT ADJACtNi TO GABLE ROAD (PHASE 2) CONSTRUCTION OF THE IMPROVEMENTS WILL u 5. S t ) BE REQUIRED OR A BORD 8E POSTED PRIOR TO A BUILDING PERMIT ISSUANCE FOR ANY SITE B. t.37 ACRES INS PLACE DRIVE DEDICATED AS PUBLIC R/W. ADJACENT TO CABLE ROAD (PHASE 2), Y Ub _
G~ 7. THIS PLAT DOES N R D ANY PERMANENT DETEN110N EASEMENTS FOR PURPOSES OF tO• AT THE TIME OF Rt cDRDING OF THIS MAP, THIS Oq ml
SATISFYING THE DETEN DINANCE FOR ANY OF 1HE TRACTS DEPICTED. A FUTURE MAP WILL T PI TH S INFORMATION PRKR TO GRANTING CERTIFlCATE OF OCCUPANCY FOR PROPERTY IS LOCATED `MTHIN THE CITY OF CHARLOTTE'S E.T.J. U1 N ~
S BE RECORDED 0 OE y ANY OF THE SUBJECT C 1 11. IRON PIPES SE1 A I All CORNERS UNLESS OTHERWISE NOTED. OA T ~ ~W
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I I DB B384 PG 609 I ~ ~ ~ / 0 / ~ ~ 20167 --J ~ p ~ i ~ ' ~ ~ ~ ~ ' ~ a ~ ~
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/ C ON OPBk SPACB I t REFERENCE 5.924 A ~ ~ ~ ~ ~ ~ - ~ a
~ ~ ~ ~ ~ . ~ MONUMEN ~ ~ U ~ \ u 1 N 52142 35 i~ ~ ~ ~ ~ qA ~ - . - - Z
i / ~ 1 E 141 .22 ~ ~ I ' ~ ~i ~ ~ ~ 7 0'? CE e'° ; , J J AC• ~
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x ~ I l ~ ' tx d i~ ~ l r j C wtlm / ~ ~ ~ i ~ ' ~ ~ ~ -,n- o-~ ~ i ~ ' ~
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` REFER N E5: D.B. RE 13609 PG. 955-958, D.B. RE 13609 PG. 949-954, ~,,,,,u ~ ~ i~ i / ~~J ~ / d ~
_ ~ s~+ ~ - / t ..J i I / D.B. R 309 PG. 944 948. 3' vAOE(A~R) ~ ~ i i' ~ , I , ~ ~ , , . ~ ~
~ N N 511 .1161 ~ ~ lrrC 1~13709.E697 ~ I ~ ~ T A CORNERS ARE IRON PIPES SET. N LL ~ / ~ ~ UNLE$SLOIT}•~ERIMSE 0 ED % .--Y-, 1 . .
~ ~ ~ ~ ~ r~ ~ ~ t . _ ~ 'r ~ _ ~
M ' NDERGROUND UTILITY LINES EXIST :'WITHIN THE ~'AD g-~~ " / ~ / ~ ' / ! i ~ ~ ~OvERH~NP ,A ~ D J ~ ~ - ~ ~ ' SIGHTS-Qf}'WAY. ~ ~ ~ ~ ~ ~ I~ I ~ I f ~ ~ ~ \ ~oSYING BOC
/ i ~ 2 ~ ~ ~ ~ a ~ / .E ~ TRALT 9 - _ ~
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N~F ~I I \ I ~ ~ ~ NC DEPT. OF TRANSPORTATION ~ 1 - s ~ E~ SS1H ~4
,I DB 9592 PG 928 ~ ~ I ~t 1 PMI 20107117 ~A, ~ ~ ~ ~ e ~ ~5 A ~ ; R~1 ~102~ ~ e - 11 `t w 7~z.
~ ~ ~ I ~ ZONING: R-3 ~ i ~ / l~ I ~ USE: I-485 PROJECT AREA ~ , . ~ SR - ~7 QA ~ I E~zeE~+ H eowE~ , K~. au* no.a - r ~ R ~ ~ i~ Da 35:5 ~G 88
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11 1 ~ I ~ I ,,60' euF ~ X / _9s ~ ~'KV 697x ~
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o R ~ CONTROL CORNE t ~ ~ u ~ 1 ~ NCG8Rm11D ~ ~ ~ ~ 1264 PG 7i ~
r~ i ~'~I N 521219.93D0 ~ ' 1~~,-~ ~ ~ I I ~ I P 1 %'M fir,.,. ~ r.'iy ~ , 2OrINC~c tt r~ \ ~ t
• ~ I E 1414179• .999844011 ' ~ ~ N/Y I COMBINED c i ~ ' ~ m~ , J'~ N~ ri£eECCA M. GABLE / ~ r i
' ~ . 7a Pc SaT DB e I 'P ~ ANCHAEL P. HEFFFRN w / / ~ ~ r l / ~ i?
I cA, vIN 2Qta7vo4 I ~i7" \ i . ~ ! / P1N 2010 1378 ZONING: R-3 , / T r
I ~ I ~ ~ USE: VACANT _ I N/F ~ USE:: SM6LE FAM0.Y TERRt r MI rERRt K. MORTON ~ ~sE.
a ~ ~ STEELE CREEK L1D. PARTNERSHIP ~ / u~ DB 9084 PG 72 ~ OB 4891 PI ~,r OB 4?~l PG 775 0 ~Nt><7dAE _Citl'r,MS Y!r.MN .aE .,~wrara _.f .+k5 PNi 20107112 ~ ~rT~
PIN 201o72ot ~ ~ P1N 2mo. ~ I G ZONING: R-3 ~ ZO'MNG: R-3 ' ' ZONING
~ USE: VACANT ~ f USE: St~K,7.E ® I F~ j / USE: SWiGLE FA11tiZY { ' r 1 Y~1
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~ ~ I , ~ to ~ H~ STEELE CREEK UD. ,r TF r1 f k~_TY .HLc r~K:r;.,,r_- : ~p-2A~" ~M~~!?dA~ i TRAM ~ ACREAC~ TABtE. 'VQ L. N ~ ' ~t~~ Jv r: ~ _ _ r i - -
I ~ I ~ ~ ~ PARTIIERSH~ i DB 9084 PC 72 H ~V~'i -it~~0;i v~a~ Tar<=" ~r~~,ST~UC'C~ ~r~c,yy!",~~ wtiC S C ~ ~ TRACT+ 3.002 ACRES r r^,r4~~~r+ ! A' n(n'~* ~p nT/n+ rr = :'at:v ~~c~~pr t" 1~1~'~:I(,JS T
a, 1 GRAPHIC SCALE ~ ~ P~ 20107,08 I / ~ ~ ~ ~ ZONING: R-3 i. ~ MAS:E~ .Jh'NJ~. ~~V PLAN. !v lJ3~I.,QV.U~ J _.J 1. i~1i ~'~J vO J- ~l° ~ TRACT 2 3.293 aCR_S AND OiHE~ S+ ~E +MPROVEMENiS ~RIGP ~,IM`~!~v~: ,';SJj'R~C''{~~+. va
I USE: VACANT I ~ ~ I I'~ I,' 100 0 50 100 200 100 / ~ / ~ TRAC7 3 18.737 ACRES ~ ~ _ ~ „ _ A r~ A ~
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~i / / TRACT ~0 2.778 ACRES
, ~ 1, ~ i ~ TRACT ? 1 1.419 aCRES
IN FEET TRACT 12 4.110 ACRES
I inch = 100 it. COMMON OPEN SPACE 5.924 ACRES i
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~ / ; i ~ h l~ _ 7 522078.30 1413772.31 107 521538.87 1413913.78 ~ ,4 „
TING 36 RAP 8 522070.58 1413788.25 108 521505.02 1413904.11 ~~,I ~ 1 EX~S ~ 1413801.63 r~M ~ 0 ~ 9 522058.79 POND yJ CENTERLINE OF DAM •r4 0 ~ 00
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~ 12 521996.63 141)770.80 110 521505.92 1413951.21 4, ~ ~ 0 ~ 13 511977.52 1413708.93 1n 521506.02 1413924.93 ~ . 14 521977.29 1413698.81 112 521508.64 1413916.62
ti N o ' O v ~V' 15 521991.68 1413887.68 ti3 521493.11 141)693.69
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- 20 521993.7) 1413874.03 ~ - - 6' 21 521982.16 1413699.72 119 521331.99 141393851
m 4.110 ACRES ~ _ , - _ _ _ _ _ _ _ 21 110 521401.21 1413787.74 _ - _ _ 521937,47 1413915.86 1r 521405.65 t413763A7 - _ 13 511892.70 141392805 122 521410.35 141376'1.58
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~ n ~ -_~-~~1`L~T~ x j._ j~~`~ f _ ~ 25 521647.)2 1413891.87 123 521429.9+ 1413761.61 `7'~'~` 26 Sr853.88 1413858.5) 124 5r 442.78 1413776.33 - ~ I 125 Sr48t.5t 1413770.29
~ _ / ~ -t'`---`` 28 521898.76 141)72643 118 521475.68 1413755.71
Z' ` - _ ~ a~ ~ ,a ,pp ~ d 29 521904.76 141371840 127 52146147 14/)738,82 _ ~ - ~ ~ _ _ - 128 521468.03 1413713.5) ~ ' ~ ~ 30 5r92J.a 1477711.60 129 521489.91 141369215
06 ~ ~ ~ ~ _ 31 521937.83 .41371971 130 5r 491.45 1413618.07 ` ~ Cn 32 Sr9485t 1413725.74
2 , _ _ 1 s - ~ s9 ~ ~ ~ ~ ~ A 33 Sr972.65 1413728.21 t31 5?1505.58 1413623.28 4 9 --y ' = i iW 34 521979.86 1417729.40 132 521577.72 141)541.11 r
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S1g ~ i 135 521591.4 13918.71 j" O ~ - ~..Z i POND ~ CENTERLINE GF OAM 17+8 5r584.tJ U1392871 2 Y W - N
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V 85.42 ~ . _ ~ - ` = ~ - ~ ~ ; 1J 521949.82 141)678 10 141 521518.64 14t39t80p u Sr925.t5 141)682.09
GRASS LINED ~ - ~ --i L-- ~-z ~ , ~ 143 52157).10 1413949.06 - 15 52190264 1413665. ~ - i 'u 521596.04 1413958.07
SPILLWAY IN CUT ~ - ' ~ - , s ~ ~ -~-~Q ~ _ ~ - ~ _ t6 521887.63 1413893.66 't5 521633.03 1413941.68 47 521875.91 141371862 ~ ,46 521671.63 141)9)2.93
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giARLG'TE, NORT^ ;AROL:NA 28262 2i ".!E S~JPE i AL. -ANpCAF PAR1(iNC, SPACES SHALL AIQT 70~t-547-7437 EitGfED 1~4• ~ FOCI
_ ~ i ~ Q 6t-~~_ j-__~ - _ _ ATTN: LEIGH ROUNDS 2a M.: PARNNG MS„E5 ANO ORI`rEWAYS HAVE TWD-wAY ?RAfF1C 2. ~ARCA SHOMN ~REON ~S PGNG ',i,J,l4 =LOW, GIN,E4S OTHERMISF iNDICATp
- i TAX PARCEL / 4+?T'!ttT 24 *iEE PRO'EC'a0N FENCE !5 TO 6E LOCATED ' F001 PER wGt OF ~ h 3 NO PORTION OF THE PROPERTY StiOwN 'EREON ;;ES A1'1+IN '~E TRlllll( DrAIETER OR 1/2 TFE NT OF THE TREE (WN~HEVEk IS V./
~ ~'_-0117 ~ d ` T _ _ ~ ~ ~ 30lAlOAlilES OF A F.E.ILA_ MAPPED C~OOC aAZARO APE4 gtEATER) AWAY FROM THE iRt1NK (MN. 6' FRCiI TRUNK} N /'y PANEL / )70159 00178 ~TBACx OR RIGHT OF WAY. w
I _ Tff9M--0~ _ ~ - R _ VALVE- ~ ~ _ ~ 1. 9TE DATA: 25. ALL WATER SERVICE MID SA?UTARY SEMER SERVICE ON-qTE TOTAL AREJ~ 5.924 ACRES ;0/$TRUCTION SHALT CONFp04 1TJ f,•HARIATTE - MECKLE146URG
gQ- ~ DENUDED AREA = ACRES ;Tq,;TY pEPMtT11ENT STANDARD DETAkS A1A SPEC1f1CAT10NS
~ p7• ~ A ~ ~ ~ o ~ - _ 1P 0 ~ SOIL TYPE: CaE12 - CEpI SAVOY CLAY LOAM: 28 STA681ZATtON 19 THE BEST FORM OF EROSION CONTADI. 2-8X SLOPES TEMPO1tARY SEEDI4G S NECE55ARY TO AO1kEVE ERQ~iON CONTROL ON r ~
s. i Y ~ - POND 2 5. ALL CONSTALICTION 91ALL BE tN CCMPUANCE M1H giARLOTTE _ARGE OENUT)ED AREAS AND E59ECJALLY M?E11 SPECFICALLY F•~I MECIQENBURG LAIiO DEVELOPMNET STANDARDS MANUAL Ali SHAM REOtARED AS A PART OF THE CON5IRLICTION SEOUDICE 9H4M'1 ON THE
~ COORDINATED 1NTH ENaNNERNG t PROPERTY MANAGEMENT. PUVI. ALL SLOPES MU5T 8E SEEDED AND MULCIEA Mr11IN i5 RU6(NG W 8 CONTRACTOR SHALL LOCATE ALL UTIUTES PRIOR TO THE DAYS OR 30 CAlANOER DAYS, 'WIf3{VER IS 511aCTER. ALL O1FEA AREAS,
~ ~ PROPOSED NORMAL COMMENCE?ENi OF GRADNG ACTIMTES CONTACT ULOCO AT '-800- t5 WORf(ING DAYS OR 90 CALANDER DAYS w111C11Et~R IS SHORiEA. a 872-4949 FOR F6ELD LOCATION Qi t1N~OtAID UTtUT85. REFER TO ER0810N CONTROL ORDNANCE FOR ADDITIONAL REOIMREMENTS a ~J
J ~ _ - ~ _ POOL EIEVAT10N 689.0 18.737 ACRES ACRES ? ANY GRADING AcTiV111E5 BEYOtm THE DEw1oED AREA LI14TS 27 ADgTgNAi IIEASUgES TO CONTROL ERO9011 ANO SfJ1•ENT IIAY n • F--1 SHOMw ON THESE PtAN$ t5 A VWLA11011 OF THE pTY/COtMTYS BE REOIJiED BY A REPRESENTA11Vf OF THE qTY/tbtA9TY 1•+~1 r ~ F~1
3t 1 , 83. , EROSION CONTROL ORpwANCE AND ~ SiJB,ECT TO A ENE. EN6wEERINC DEPAJt11E11T. V
~ 6 E N28'36 ~ ~ _ . 8 CRAD94G OF MORE THAN ONE AptE IMTFbUT AN APPROVED EROSIOiI ?8 ANY LAND-DISTUI~lIC AC11YlTY ~ S AgES REOUIES CONiROI PEAMtT 1S A NOLATION OF THE pTY/COUNTYS EROSION C0IFUANCE M1H ALL CONDITM)NS Of TIE CE3ERAL PER16T TO W
CENTERLINE OF z i ~ 1'56 ~ DAM 3 CT lO A 17E. CONTROL ORDMATICE ANO 6 SUB.E OISg1ARCE STORM WATER ilibER 7FE NATigIAL POIIUTANT DtS01AdtGE 9. SEE 9EE15 6 - 6 FOR 517E DETABS Eu16NATkMt SYSIEM {PEAMT N0. NC6010000~ ANY PETTI6T
~ I N~92 ~ P N ~ OD~3 a. , ~ ; , 6~ ~ ~ GRAPHIC 10. SEMfA UTETtAlS TO BE PUKED AT A MNNNAi ROPE OF 1/1' ~pp11,y~ ~ A Nq.AiION ~ THE ~A?I N9UER AC1 ANO MAY W GRAPHIC SCALE PER fooi oN r SEWER LiES AND t/6' PEA FOOT oN 8• AND 8• REOURE E3soac>ao1T ACT1014 aY TIE NORTH CAAOUTA DEPARTMENt
w 16A. ~ PROPOSED NORMAL SEIER LNES. CLEAN OUTS lO BE PLACED AT 50' wTERVALS M~ OF plV6id6ENT, HEALTH, AiO NATl1RAl RESOURC7:5. (FOR W ~
n (P" ~ ~0 6 20 ~0 0 1 POUL ELEVATION 690.0 H C~0 BEt67 PoNTS aFA?louTS LOCATED w PAVED AREAS sHAiL EtE OUESTlplS cONTACT MoDRES14uE REaoNU afftt>r WATER GUAUTY 10 80 160 ~ LOAD BEARMG tYWE STAFF AT 863-1899) Q' fS~ 'y~ '1 NO ~ pSTUR81J1C{. COI~PACTip1. CONSTRUCTION MATE1t~AL, 29 SLOPES SHALL 8E GRADED No 51EEPER TNA1i 2:1. FLL SLOPES aiEATER
~ _ I D fl ••7 TRAFFIC, oR EMJI6AL PiTS ARE AuowED w TREE PRCTECTpN -HAN 10' REOUftE ADEQUATE TERRAC6IG 1CYLDS pD.u}. ~ ~ E-~+ Q ~ ZONES. ON-$lE BUIEAL PiTS REOUIIE AN ON-S1TE DEYOU710N 3G. Ttf DEVELOPER St1A1L MAIITAN EACH SITEAM. CREEK OR BACKWASH
.L ~ I L rn ~ I GRASS LINED ~ ,AA40iTt1 PERMtT FROM THE ZWNG AD16/45TRATJR. CHANNEL w AN UNOBSIi61CiED STATE A?O 51iN1 REiq'4E fRQIA 1HE 8
' ~ (IN F'B .T ~ , SPILLWAY IN CUT ~ F'BET \ ~ •2 TREE PROTECTiDN BARRKi11DE:5 MLrST 8E NSTAllFD BEFORE T ^f1AiMEL AND BANKS OF THE 57TtEAY A1J• BFS65, LOGS, TIi6~t, AlI1U / ~~1 ?EARIIIG, OEIICilTldr, txtADUC DR CANSTRyC71DN BECws AND NG Mi0 oAEA A(xt6kKATTpIS W
3 ~ SECTION 1 inch = ~ 1 1 inch = 40 ft. s RE1IO+ED U4Tl AFTER FTI4AL wSPECTKN BV TFE URBAN Fgtf$1ER 3± ;ANp OEV~iAE1rIT wSpEC'TDR Tp 8E a4ET1 24 HOURS NOTICE '3 ~ ~IportARr SEDI1101T e+sw; T!+AT a ~ ~ caN~ TG ~ ro S~AR7 of ca+s~ucna.
c " A PERMANENT STORY HATER DETENTION FACTU?Y REOtlRES k PAJEj. J2 7~ORpNATE ALL CURB AVID 51TEE'1 GRADE. w N7EA~CTKINS wxo SPClNA AiFa! ~ p+ ~ Y .'E%AL MTi+ p'SP'E~!. r~
A. ~ ~ ' ? w GRDER TG ENSURE oROPER DRkINAGf. 1~ A YAVYtlY C.Sx 7J 5%9{7 T#irAAK3ES SHOIw AAE rE i/i1tM W ,y / ROPE ON T1E C>.1Q9 ;a A~PRpvAI OF T14!S r'U1N LS NCT A!r A4lTIIOIW71dlI TT) GRADE ~~•f
~ l t (i ~ 'S. NON-STAAQAAL' +'•E1A5 (t,E PAVERS, i6bCAT1011 5YS"~ItS +W.i+1CENT PROPERTIES 6?~I fE2D COIQ3RI016 11IM6lM~tT OFf-S+TE ` ~ i"• E?C' >h THE lilCM' -O~-MUY RF.'J;f~E ? R161+T-0F-tU~ ~t ?~i'6iIS910A YIJS' BE OBTAIED ill[ 11£ AFFfL~fD ` ij•I
E c ~ ~ f E>'K W4'.~+T Nn1+ T>1E r3iARLOT'E ~>A~ ~ T >'ROPER"r 7wENS ~ • 'RA1F,p'ORTATgN OEF;]R NSTALJ'+Oh ~ alr- I$'ANMC wAL;S ~ISTRS.KTED YA+' RF.ONIE DE31fi+ 6"
N ~F ' n~ q /w • 6 Ail 'STD' NUDES RE1•'cA 'TS THE p•.+3L.D"E - ME 7'..EAl~„1?G aRt><'FESA71+i E3+GieFflR.
F TRANSPORTATION ~ t,~ ' NC DEPT. 0 _ ~ 1 • G ,AAO ~ S*AAGARDS rA++.4 3E ALL :TL'TES Sy+ui EE A~'A,.is% ill[gK~lOUIC. 1 4i. PA.£ip(7 DILEP' AS NOTED 5+•.~ ~ Z" Mt A~; DE"EwTIOrr $A51? e1A~ 1FCORODK OFT-yTE ~"Tt~+ EALSE1tpaT
' DB 9592 PG 928 • i App DiEN~?NS ALE ~ T+E BAC7+ ~ JN.~rSS C~ERMISE M,tS' ~ RED PRrO` NYn qF ~rTF~AE 0< ~ ~ ~ ~ - , ~ - • ~ ~T3 NO'E3 '.9t PLANS. 7~PAK'! ~ Btll~ ' IFLu SIiRVCY HQJ ~ _~C't1hS~~? ~'.ii'' ~ v~~ x:
N~'T~: vn FIFLu SURVEY PIN 20107217 ~ ' y 1 ~"0~~ NER~Otr` ~Ye,s Tai _ '9 •v 71o STF AAE s..~[ St,Ar ~ 7-:'• Ji AL. VY~S ?AK~~ Vii:»5~ ~ ~JH~ Nv^.^~'i "!AGE:',- 7. "4+~ AL1. :JRB M1f311+'tEi1 N 1t/hr 9+4_ 3E S' A:
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AND OTHER &T-t- ;YPROV USE. 1-485 PROJECT AREA &TE IMRROVEMEN7S PR,OR `G B~ GiNw' ~ C3 v~ ~A+ r,= --f OLD
n _ C,vNTRAC'OR SHALL !N Z SHALL I"l,ORN E"ZOONEER 0~ '~ECOP>D 'VME:__ "r
l.ra DISCREPANCIES DISCOVEF n IES DISCOVERED.
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SHEET 3 OF 9

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W VAl 92 f Jt~-~'c TO'+~ ~1 :Di4 A~iES :.1b?~.it''47? 9+Aa. '.~F~1 TO ~~A~t'i~f - YEfY:flri?1iK Mr OENtAE~ !$A = ~E.. ,'XJTr ~A1F'IEX• 4TAi1DNki tiE7AA1 AIKr 9pft~iCATt74S
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' 20 " t~~.~a~ ,~ti~ ~ INV 86.0 , FDR _OCATIGM x rloERalotr~o :-x:"DES ~ c r~lr~np. aodwla rstt A41G1104K 7 ANY GRAOC AO' i1'rtT>E$ ~YOND ~ DENUDEr ~A ~ 7- ACd7>rJrA~ "f ASiJlfS ~ Co~7l ET10901 Asc iE10~Exr a?± ~
Q I - SHOrI ']1 THESE Pt./JkS 5 A Y10LI~ OF 'NE 7T'!1.k:•'~5 3 ~EOUIREr A ~p~FTATPE tf 11^f CTT"fC01~!'~ rm, A ~+E =Nt~. @IK ~J6~MtAElR EAC9QN G>y114Ct 'Jf+DNAMCE AAiD ",S SilBE
v ?i.' a GPaDrAG OF 110E TMAtI OIE ACpfc tfnM'A,T AN APo+~C'Av: iFL5i0w i5 ?Ar JAS-OrSaJRJ~G AL'fiIRY y. S At>ES S CONTROL ~ERIII' r$ A JQATMON 7f TIE ?T+/CLtA~'y'= ~Rf,5K1~ ,QIP AMCf MT4+ AL. OF AE OIDERAL PEAIIT }~7
o ~ .~~`St 0 ORDI4A?iOE AIAD tS 91BJECT ~ A s71E- 7SC~.ARff STORM HATER UIIIpER 1ME MATIOUL /p1,liTAN' DIS(3•A4NI GAR p~
ti ~ ~ r, 1C C 0. SEE SFEETS 6 - a rDR SITE Df'M.S 4 _11NATX)1 S'FEl1A~~A01 ~ iRIfRO ~TM[S rAr ~ 1 tG. SEIER V,TERAIS TO ~ oIACfD AT A rarfluM SLOPE Of ! ~ONCpiUAlitf 6 +I~A Mrl
• ES~/ ~ ~f~ oEp FDOT ON 4' SfMFR LIES ANO aEA FOOT 7+ d' AAO B' REQRE EIiD11CElENT ACA01 QY 11E MOR1M C/IId1rA >~pART1EN' 2 t~P ~ S>:MEA LIES. Ci.ENI DuTS TD BE PLACED AT so' M?Er~`+Alu •AG DF EN•AIO~IEx?, HEALTH. A+Ic NATURAL RElOU16ES. ndp w
~ ~ ,stir a . v , i l l BEND FITS CIEANOt1T5 LDCJ~tEII t+ PArED AilEA3 q"Aii BE 7l,EST101A5 CdtfACT M0019f5tA.:E RE6TONAl OFTICE MATER G~N11`~ J~ • !YOE STAFF A' 6a3-NOl) ~ W cDAO BEAItN6
` ; tr. NO 90A. OtSTIR~AtIGE, C011o'ACT10N, OCtbTRIICrCN NATF30A~. 14. SLOPES SHAD. ~ GRAOED NO STEEFEII RlUN ts. FTLL StCPFS OEATER TT l~ i ~ P4 M TREE PgOTECTWM 'HAM t0' REOJMIE ADEOuTE TERRAOi1G (CMLDS ~~1• V L • 7~ TRAFFIC. as B1seAL T$ A11E Al1DMED
. - ~ S ~ zarES aN-SITE sink. wls REOUMlE AN aN-sTE DEYa.;'ta• x THE Of+fLaPER SFUa>_ MAMTAM EAa STREAM, arElc a sAdC'rrAsN UIIOFlI PEAIIT FRGt1 tHE zaNRw Jlp,~'$IRATDR ?!AMfi it AN U40BSTl0.1OTED STATE AND SH,>it REMOtE FROI nE
- ~ - GRASS LINED ~ t2 TREE PAOTECIIOM BARRCADES rusT BE rI5TAaJ.EED BEFORE GxA/MEl AIQ BAMIS Oi AE STREAM ALL BEBR15. L11G6. T111BER ,Alrtc ~I T T1DNS. W per, DolarnaN, GRAOIIG OR CQN$1RUOT1011 BEGIb AIO NO Aso aTHER A>~CJpnILA
. ~ ~ ° SPILLWAY I~ G`UT O UNT0. AFTER iMil NSPECTION B'! THE URBAN FORESTER. 3t. LAIO OE4ELOF'1ENT MSPECTOR TO BE GI101 14 NOUItS NOTICE ~ REMD~D a ~ t}. ANY IEMPgRARY SEDiENT BA9N THAT IS TD ff CONrERTEC 'C PRIOR TO START D<
_ _ 6 '*1 TION 3 SEC A PERIIAIENT STOWI MATER DETENTION FACiJTY REOIXiIES A PA+ED J2 COORDMATE ALL CUIB ANO STREET GRADES W NTER~CTIONS ~ O
- ,-1 i?~ ST'6.LMAY MIEN C0115TRUCTED ON F41 YA/ER1AL '11TH MSPECTpt. t4. W ORDER TO ENSURE PROPER DRAINAGE, KEEP A MMWUY 0.5% 9G}+T 1RIANGtES SFgIN ARE 1HE MNMRM REOtIRED. l i ~OpE ON 1HE CURS. 34. AF'PROYAL OF TNI$ PLAN IS N0T AN AUTIIOBZATION TO fJtADE
- - I PA IRR16A110N SYSTEMS, AD,µCENT PROPERTIES. MHEN fE1D CONDFTIONS WNiRANT OFF-SITE 15. NON-STANDARD I1E115 (.E. PER'S. E"~
• '1 ETC. W THE RI{i1T-OF-WAY REOUftE A RIGHT-OF-MAY GRADMIO~ PEPlIIS510N MJST 8E OBTAl1ED FROM THE AfiECTED ENCROACMIENT AGREDENS ¦TH THE CHARLOTTE DEPAR?MEN• O< pROpEERTY OYIERS
TRANSPORTATION BEFORE IISTAl1ATI0N }5 ANY RETAWWG WALLS CONSIRIICTED MAY REQUIRE DESM71 BY 16. ALL STD' NIA~R$ IttTER TD THE CHARLOTTE - IECKLENBINtG NC PROFFESIONAI ENGMEER.
LAND DEbELOP1ENT SIANDAgDS MANUAL. -t ~ U DETENTION BASH MAP RECORDING OFT SITE DETENTION EASEIENT 17. ALL PA~E1DfT EXCEPT AS NOTED SHAH ~ 2 I ANO B' ABC 37 REGXJN
_ . y 16. ALL ONrENS10MS ARE TO T1E BACK OF CURB. UNLESS 01HERMISE MUST BE RECORDED PRIOR TO ANY ISSUAIICE Di CER11fICATE OF O
_ - . - - _ _ NOTED 011 PLANS. OCCUPANCY FOR B[kDMG t. i~ , ~ r. r ~ ` 19. ALL ON 91E CURB AND GUTTER SHAD. BE T-0' PER DETAIL.
R _ _ _ - All ClNiB AND GUTTER M R/M SHALL 8E STD. }tY ~ ~ . ~ - - ~ ~ ~ , 20. SEE ARCMIECTURAL PLANS FOR BLAIDNG DIIIENSICNS AND
~ _ _ ~ ~ FFATLIRFS. LOCATNIN AND SIZE OF ROOF pPAN+1S AND U
_ , AT THE BLDG - COMJECTIDNS
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i i / ' _ ~ ~ - / ~ _ - , ~ - - _ \ry/~~~i/. O8 ~ coNSTRUCnoN sEOUENCE 0
~ / - !rq~~/' _ SEDIMENT BASIN SCHEDULE (FORT I1AY) pgT,uN a+AaNG/EROSroN coNTRa PLAN ,iPPROVAL FROM THE a1Y of A
- . r , ' ~~/bpb _ ~ SEDIMENT BASIN 1 CHARLOTTE ENGINEERING DEPARTMENT. •~04 ~ \ . ~ //~~/i/ . ~ ~ N AR A i 2, SET UP AN aN-ATE PRECONSTRtICnoN CONFERENCE tMTH ERO~oN ~
~ ~ ,1 ~ DE U ED E OC. CONTRA INSPECTOR OF THE aTY ENGINEERING DEPARTMENT [PH. 704- 'd ~ i ~ \ /iq DRAINAGE AREA OC. 4$.61 336-4258] TO aSCUSS EROSION CONTRA MEASURES. FAILURE TO 0
- ~ - _ A ~ ~ ~ ////i ~ ~ ' R IR T RA 1 f X a scHEOUL~ Sua+ A caNFEREHCE 48 HouRS PR~aR To ANY uNO ~ ~ _ ~ \ EQU ED S 0 GE eDO c D $7 498 CF aSTUR8ING ACnVTTY IS A VKxAnON OF CHAPTER 18 OF THE aTY CODE ~
~ //i// , BA IN 0 AEA ELEV 678. 1436 SF ANO Is sue,~cT To FlNE. ~i{
j / ~ ' ///i// BASIN TOP AREA ELEV. 682.0 4 1 5 SF 3• INSTALL ALT FENCE, INLET PROTECTaN, sEa~+r TR,?PS, avERS~aN ~ / \ //2 ~ BASIN DEPTH 4 aTCHES, TREE PROTECTION, AND OTF~R MEASURES aS SHOWN ON PLANS, ~ p
~ ~ ~ , ~ ~ CP CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES CONSTRUCT ~ 0 / ~ ~ \ ~ ---r XIS 36 R ~ BOTTOM ELEVATION 6~$ ROCK DAM AND PROPOSED PERMANENT POND p DAM ANO SPILLWAY PER i.•1
i' - ~ ~ E ~ WEIR ELEVATION 6$2 APPROVED PLANS 0 i $MH I ~ I # 4. CALL 704-336-2291 FOR ON-SIT¢ AVSPECTiON BY ENGNEERING INSPECTOR.
' ~ - STORAGE PROVIDED 99122 CF - ! ~ \ % - " WHEN APPROVED, ENGINEERMIG INSPECTOR ISSUES THE GRADNNG PERMIT,
' ~ _ ~ _ F)~ BEGIN CLEARING AND diUB8M1G AF1ER PERMIT ISSUANCE. IR WI TH yy / f 1,' ' ~ 5. BEGIN GRADING AND INSTALLAnON OF STORM DRAINAGE PER THE °o d 0 ~ I l L WEIR LENGTH 140' APPROVED PLAN. 'fir
~ t- - ~ - lfl~ ~ ~ TIME OF CONCENTRATION 13 MIN 6. INSTALL REMAINING SITE IMPROVEMENTS PER THE APPROVED PLAN. 0 • I
/ = ~ 9e i ' ' ~ 7. MAINTAIN R TRa S N I = 5, 57 E OSION CON MEASURE AS EEDEO ,d ~ i ; AP 8, FOR PHASED EROSION CONTRA PLANS, CONTRACTOR SHALL MEET 1MTH ~ 0
~ i ~ _ , INS ALL RIP o~ 0 0.37 c~ x DA x 5.s ~ of cFS THE EROSION CONTRA INSPECTOR PRIOR To COMMENCING WITH EACH ,~y' w I ) PHASE OF EROSION CONTRA MEASURES. •~N w
HW I , ~ ~ DISSIPATOR PAD WEIR LENGTH CALCS. 9. STABILIZE SITE AS AREAS ARE BROUGHT TD FINISHED GRADE. 1 11 ~ ~ is is an ~4 OJ 0)
r i 6 PER CHART O=CLH L=0/CH H=(0/CL) 10. ALL EROSION CONTRA MEASURES SHALL 8E CONSTRUCTED IN ACCORD- 1 - ANCE PATH THE N,C, EROSION AND SEDIMENT CONTRA PLANNMIG AND
i ~ ,96 ~ c \ I I' - BASIN ~1 USE L=140' DESIGN MANUAL, U.S DEPART. OF AGRICULTURE, U.S. SOIL CONSERVAnON 68j i i ~ _ ~ V ~ aeT i' _ ~o BASIN ~1 Ha(101/(2.9)(140}) =0.40' sERNCE, aTY of CHARLOTTE EROSION CoNTRa OROBIANCE, ANO THE
N T U~TIO~L~LIMITS - ~ CO S ~ _ / / I _ ~ • EXCAVATE PAID i0 DESIGN CONTWRS AS a1Y OF CHARLOTTE ENGINEERNG DEPARTMEN .
= ~ - i ~I = SIOwN VATHIN THESE PLANS. THE SPILLWAY 11. THE CONTRACTOR SHALL aUt>'ENTLY AND CONTINUOUSLY MAINTAIN ALL ~ 1.~'~ ~ - ~ EROSION CONTRA DEVICES AND STRUCTURES TO MINIMIZE EROSION. iI' _ Oi THE TEMPORARY ROCK OAM VALL BE SET
~ ~ _ AT ELEVATK)N 682.0 TO ATTAIN il# STORAGE THE CONTRACTOR SMALL MAINTAIN aOSE CONTACT PATH THE aTY OF ~ ~ VOLUME PROVIDE FOR THE SEDMlENT BASH CHARLOTTE EROSION CONTRA INSPECTOR SO THAT PERIOaC INSPECTIONS
1 _ , ~ ~s i ,9~ \ / , ~ ~ ~i ~ ~ ' I ~ _ ~ AN RF D AT APPROPRIATE STAGES Of CONSTRUCTION. ~ ~ v = C BE PE ORME J 9\ = 12. AS CONSTRUCTON PROGRESSES INSTALL PERMANENT EROSION CONTRA
- , - / ~ f ~ ' ~ , _ V ~ MEASURES. 9 / 1 I ; I ! O i 13. UPON COMPLETION Of THE WORK, CALL FOR A FlNAL SITE INSPECTON.
' RIP RAP DISSIPATOR CHART ~ ~'y r ~ ~ _ / I 14. WHEN THE SITE IS APPROVED BY THE INSPECTOR, REMOVE ALL TEMP-
EMERGENCY SPILLWAY IN - : , . ~ i = ! ~V STRUCTURE SIZE STONE ORARY SEDIMENTATION CONiRa MEASURES STABILIZED RESULTANT OISTU ~ ~ ~ No. Ixwxd SIZE d50 AREAS 1MTH SEED AND STRAW IN ACCORDANCE WITH SEEDING SCHEDULE
R TH - - nnuuuuin~ I , ~ ~ CUT AREA USE N0 iliiil,,,unm 69 ~ ~ ~ _ ~ ~ HW ~ 1 t5. SEE SHEET 20 FOR SOIL d< EROSION CONTRA DETAILS ~ - 4 x x 0
uuullul ~"i , , „li+nu„nnnn ~ AMERICAN GREEN P--300 ~ ~ ~ ~ ~ = ~ FES 23 t 'x6 x12 I r ~ _ 0 6
" ,lu~u~u~u~ ~ ~ AS SHOWN PER MFG. SPEC. i,,,,,lu ~ IO i i ~ ~ _ PER NYDOT DISSIPATOR CHART ~ Q1 _ ~ ~ _ ~ _
- \ IIIIN - 111,, spa. ~ - 1 (RE~c,~,~. ~ xi. Y ® RIP RAP DISSAPATOR PAD q ~ i 18• I) i ~ ~ _ > Z p lh (RE G'._ LXISTING• ~u~lrv r i -
, 111111111 / IPIPE~+r FR~~ ~PIPE~~~ FR~``ENT ~ - ~ ~ r ~ / = Z y ~ ~ ' I ~ ~ ,r ~ ~ j I ~ - = IOPSOL S70CK PILE NOtES _ ~ q ~
GRASS LINED i r 11111p1 - i' ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ _ ~ i. STOd( PllE TOP Spl IN AREA SHOYN, FREE OF ROOTS. n+ A ~ A
SPILL WAY 1N CUT Illillllllllllllllllllllullllilllll ~ SECTION r i I~ ~ I~~ i i i ' l ~ _ YANIIEN 51JCYi THAT TF[ 90E 9APES DO NOT p(C17=1D t ~ ggpE, A - r.~ ~ - 'n ~ i0 ~ ~i ~ I ~ UPON COWFix)n aF ORAOMIG AC11V11ES RD]SIABUTE irk Z W
1 "1 F)~;~'~1 O ~ 1 F ~ 1 ~ F ' ~ , . '+1 1 A ~ j i _ ro A ~uaNw a< a otvn+ ov~+ n+E GxADEO usEU Y W - ~ i A l i I I ~ t - ,,J t ~ , gSTAlUTE ALL EXCESS TOP90l ON 9TE a '4** 1-
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T~- Y R K ~ \ 1 6 ! ~ lulunmluutuul ~MPC AR CC ~ , , ~ ~ PE DETAIL ON SHE 9 ~ IIiIIIIIUI / ~ / , C"'' 111111 / , - ~ / ~~i y /i/// ~ ~ _ _ _ _ - _ -
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BdTTOM DR~IN 692'- ~ ~ - ~ fi ' ~ ` W V 2.---.._.~ C£NERAi NOTES.. . '
TEMPORARY SILT F~N~,E _ ~ ~ ~ ~ ,eg ~ ~ 9 9 ~ • owNE+e ATA1~'CG, STEE:.E~tEE~ r ~H rsr OTHERMTg Norm. ALL sPO*, EiEVA11(N!6 8301 il4~'• E&~.lTI~+E =ARY DF ~ T~ ;7< ASPHALT OR PiMkyl'AJf~hCri~
/TREE FENCE ALONG TOE OF ~ ~ ~ ` ~ - - ~ ~ ~ ox ~ zt ~ ra` C>tiA4LO'TE, ru?~ r CAPCr Net 2'l26i 71 T+1E SiO?E ~ Aa.l HAM'IICA? ?AJ 5?AC£S 9?4ALL MOT 7OA-5+T-TtS? EACE~~ ji' ?ET+ FOpT,
I I _ f PROPOSED BERM~DAM IN ~ ~ ~ E~ +"'t .FU~• RJaAC'SS 2: A~ PARKWG AAsii£S M~ Ti1MVEMA'"y iLAYE '~'!-MAY 7ALAiF4[ 2 =5~. 9HC)wA r•~ON F ?CA•C 'i'_k< rLOM, JN;i:9S OTC wD1('lTfy}
' H AN CAPE BUFFER AREA ~ 1 - ~ TEL DS 1~1 _ U PAJlCE_ ~ nPnf«r i< Ti(~ >~iTEL'A0ti S T!r ff 1lILATED FQ~ ?4F Mb?M Ci y; P(YfTgN Of TIE ~"JP'egTr S~ ^IEREie _F.S N'-l7~~ '-F ! D Jk ?i2 'P+E ii?. L7< THE ~ (iM1O[~ iS
~ zo ~ 111 i I INV - ~ ~ 111111 R4t^, ~ p; t; BEAlAANES 04 A r.E-11 A MAC •,.'ld_ -,r_wv. +,a~i ~A'fEF; t.M?• T'ROM T•[ lNi~ ~ ~ fNOY ~rMIK) 74 ~ S7fy'S6 00'Y8 a~..A?~ ~ tf ~Y. ~ij
- ' ~ ~ 686.0 ' ~ \ - ; ~ ~ ~ ~ n • . n; ~ - , , . . t S'E ~A-A: E trr M+Ta;i ~rr,E AMLD SAW" SF14A tEA'ACE
1 _ 7+-SI'E ':'4 k~ Ss~+ ~,':Af.S '~!S's?:~s:~ S?A.. !~fiIAI ~D 011MAkl:'$ - 1AElXe;1~'r ~X£ y>ive+ s A~.S ;-L;, r ',~+4f'!I~'T T' AfGfA~ $Jp?AR$ AhtU SiFFC+l~711S
~ -max - ~:1 ifi+C'' t ..:~++r 2~ S`+~.'ZA s T E il$iN Lf 2-3L S~.;PEi `..tiP"JNA~1" S MEr~l6AR'Y AIQ~'4 .
_ i 11, +v ~t6~tJC?fr 9•^h ?E N ~G`_+Nf~ w'• So+W1.:"'T .AA'.,,E E:at,OF: AIAFJV3 A1NE+ ~fA9A.:'! ~ .JICi:Y ,,,t < c t ~ ~i .A14L :f+E.'.+r1rwE' s +ht~ _ rtJNt.+~ MiC y+` 7E.y,~lp~', ASS + ?AR" ~ ~E ~ J6 '~+E
TT'' # '>s N"L ~AI~MG W aolJG«'"` wNS.+~~'.iEu' y .-e J~FA Alk SL,'7ET Y4~s,. ~ A~ SII:i_.~"^ y[1i'Wf YS 1 ~ nAit11~~~ ! :vN~.+C'JP 9~J4i ms's ~l5 ~!fA 't+E
~ q ? 11111 . ~ ti ~ ~ 111AII ~k'f~ "•1CR!c'"~ - t1i J 5 ? iG %kA11~ Cs14, ~AO+E'AEA ~4 ~ Q~ Atl~tt$, ,ILh4T~e ~.i' 1 :RACMIr; h-R'A"E.i :fJr-+~:" ~.;1 • _l1l".fr /)iY.wlb 5M1!'°s 9N 1'~f' 1r.J~l/II~ "~+A''E5 M'!1~'4`1~ S~
1 - 1111 zi ~ ~ ~ , ~ ~ ~ ~ ~ ~Ii\ 4.3i-v9tD ~ _OCa'Gf/I )f ~ ,'L k's aFfEA 'G *aY„9El? CO>w'1WCk `~IP~Ci F6S1 ASTdTN'JRA'l ti1t~11~} ANA ;RadNG +C.~~ 3E "CPS ~E ~EhiS.E +AE.A ~II'S i +(XJ"PdMt +AFJ~1iES x :CKTAIQ Ai1C WY
~ ~ 1111111 .n ~ ~ ' ~ 1111 1`'`,~trt1 ?IC'90M CONTRA ~ AMD x.P.E"" Z a .^~j,~ 3E 9Ei. 3~ + !JF4}4E i '^kF rYf"^~:dli+7Y ~ F~~/ Vy1\\ ME 7'~Q~IFi"41IMf ,~IAP'S~Wf,.
. ~ _ r ~ 11SIV d. GRADING C< MORE T+AN ONE ACRE M%p;" aN +?aiO'fy ~7f~f}s 2L ANY JNG"~.Ii~If A['1'A" r 7„ S AGRf1 AEOIIiRE$
' ' /i~~i GRASS LINED \VVVI+~,} CLririIROL ?E41N' S A AIOLA:IR7N OF : "E ~T'~ -''CUNT'i ?CSIf1• ..A M!1!1 All C O4~ ~E Q3~AL ~7 Tfi1 ~ ~J 111 CONTROL ORtbNANCE ANO 'S 3l8 E.. " • ENE. OMSU-Af+1E>< s ~'lf MAZEW L*CER THE ~M?1M'JMAL ~J1:1GCA1ff ~V1
. " " 4 lP 4 ~PIELWAY I T 9, ~cu ~n 6 , -n ~\ti~~\ • 3 MER ..A'ERaI S ~C ~ aUCED A~* s MN+IMAr ~JPE OF ' ; d' '~iry~f.OYP!.~ Ac VN'xA?KM Cf~ ~~T AIIU MA ~ ~ F'Xi' CN A• ~NFR LIES A?(J ' /R• ?ER = ~C' JN 6• +NG A• T ~p ~gMIE ~f~E1E~iT A6AE9N 9'~' THE Ml7R1M A 6E9ART7pEM ,~1
~ i~i~~/ SECTION 11111,NI IIIINIIIIVj// ~i~~~ ~MER LINES. GiAN OUTS '0 3F ~L/CEO 5G M'ER'fAUS NtC ~ EN'AR()wMEJ~1T. MFJ~LTk qb NATL7Rft RESgJRCES (1~4;R ~ "'V
~ 11111111\ ~~'r \~V~~j .GAO BEARIN4 TYPE 'S _OCA~ N ~+vE:; +AE+S 9+Aiw BE ~#5T1U?5 f7JITACT MOORF3MI:t REdO?AL Cr'F!CE wATfR OLUKITY ~ } VVVV A >h STAFF 8f3- f~) ~ ~
't1 1\11111111 /////I //r~/r~/Il ~R~ oa Ts ~ vl~~ ~ ~c~e~+~ ~ ~ ~ R a~ AD~Ea~uA wo ~ TH~ a saP,:s aa;~,~
~ Iplllllll ~ rb4J ~ 1 ~ hrrlrrll "4,~ lr/!/~~/~ \V\\~~~ , ~PEfi ~ 'FiE~ZGf~IMIG ADI~i'S~AgOR. ~ ~ ANAL w~ T~ sTA~ ArstuLL
J: ~ `aE naN. ~ O~RTCO~NS~n~GN ANO Nc- ~ A?C BANKS OF niE STREAM Ate BF9R15. Loa, TAR, JUW THER A~QHRII,/iTICNS, w o
rrrrll//~! nuuUrrnrnrr REMOVED UNTA. AfTFTt iRlAL iNSPECTbN B '~E 'A18AN FORESTER. 3t. JM#p DEVEi.OPNE7IT FlSPECTdL TO ~ GVFN 2t HOtAtS NOTICE 13 ANY TEMF'atARY SEDMENT BASMI i)iA' 'S TG BE CONVEATEp TO a
/i/,// urrulrnrrnun illlfpllUl1111~U1ISnHlI~~~~P „ N Iltlllnullll111111111IIliIiN11 II 111111111111111111111 A PERIIAIENT STOi61 WATER DETENTKIN fAC4."' RfOLRRES A PAVEp PRI(1f ~ ~ Ri MI CTipfS IiIIIIIiUIIIIIIHI SP?LwAY ~ CONSTRUCTED Ok fiL1 MATEAIA~. 32 COORpNATE ALL CURB ANO STREET GRADES TERSE l1~
~ ~ UIIIIITFHtlfIIIIIlu111i1 1 IIIiIH MITH RtSPECTpL W M•i'~ IIIIIIIIIIIIIIIIIIINiI Illlllilill~ LL t~. IN ORDER TO ENSURE PROPER ORAN+AGE, KEEP + wNiMUW O.5x 33, 9GMT TRIANGLES SHOWN ARE TF~ MiVWIUII REOUgED. SLOPE ON THE CLA48 3l. APPROVAL OF TMS PLAN IS NOT AN AUTFIOR1ZA710N TO CRAOE W
//rr Ail F~ urrr,rrr ~ ZOg0 ` ' 15. NON-STANDARD fTE11S (LE. PAVERS, AiAiGATK1N SSTEMS, ADJACENT PROPERT~S WHEN FIE1D CONOITtd15 wARRAN7 OFF-91E 1
rrrrlHrr j rpqurigrr~ ETC.) ~N ?HE RIGHT-OF-WAY AEOIARE A RIGHT-OF-wAr CRAOfIG, PERMF590N MUST ~ 08TAAREED FROM TFE AFFECTED ~ ENCROACII~TIT AGREEMENT IMTH TFIE CHARLOTTE OEPARTI~NT Jf PROPERTY OWNERS r l
- ~ urrrurrhNr ~ y rhrrrrq ur ~ l TRANSPORTATiON BEFORE NiSTALLATKIh. 35, ANY RETAINING WALLS CONSTRUCTED MAY REOLNRE DESKRI BY ~ V alt % ~ t8. ALL 'STD• idIVBERS REFER TO THE CHARLOTTE - 11ECJ(IENBURG NC ?ROFFESKJNAL ENpNEFR.
1 rrrrr ~ ; ~ rrrlrra t/ LANG DEVELaP11ENT STANDARDS MANUAL 38. ALL UiMJ1>FS SHALL ~ l6TAtlED UInERCROLpQ. BORRVV4 AREA 17. ALL PAVE1rtN, EXCEPT AS NOTED SHAD BE 2' I-t AND 8' ABC. }7. aECroHU DE1ENilON BASH MAP RECDRDr16 OFF'-snE oETENTaN EA~IEiii r'.
DIVERSION DITCH (TYP1CAt) ~rrfrrrti~iurrru 18 ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERVASE MUST BE RECORDED PRIOR TO ANY fSSIJANCE OF CER1i1CAlE OF F~
IIU~ :,rlr , ~ C~ ~ H ~ F T ~ ~ Norm aN PuNS ocawANCY FAA Bu~.aNC 1. ~ ~ A F R LAN AREA ~t. I ~ ~ 19. ALL ON SITE g1R8 AHO GUTTER SHALL BE 2'-G' PER DETAIL I ALL IXMB ANO GUTTER al R/w SHALL BE STD. 30-
~ rr ~n~ .,,+rv,.
rr f Lu. Ott AM" tc LWAL PtAM rut WLLXI(i UA1t?4NuM5 AMU FE~~CE~ LOCATION AND ZE OF ROOF DRUMS AND UTIU?r I
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V
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i
SHEET 5 OF 9

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I 1 ~ ~ ~ t~ ~ I ~ p _ - i ~ p ~ / a~ i ~ ~ ~ ~ CONSTRUCTION a0 IFL N~
~ ~ ~ ,1 r ~ ~ ! ' 'i ~ ~ 1 1 ~ 1 ~ 1 , - ~ ~ _ A I i ~ / ~ ~ A ' 1. 08TNN CRADING~EROSI(RI CONTRA PLAN APPROVAL FROM THE qTY OF
1 , ~ ~ ~ /i , ; ~ ~ ~ ~ 1 ~ ~ ; / j I ' _ - - I 1 1.~ , CHARLOTTE ENgNEERING DEPARTMENT. ~ .ry 2. SET UP AN ON-STE PRECONSTRUCnON CONFERENCE MATH EROSION ~
~ i~,1~ - ~ ~ ~ ~ ` ~ ~ TRa INSPECTOR OF THE CITY ENgNEERING DEPARTMENT (PH. 704- j I ~ ~ ~ I ~ \ Cam- I CON1Ra MEASURES. FAILURE TO ~ I 338 4258] TO D SCUSS EROSION ~
i I ; S.i ~ 1 ~ A SRS ~ ~ i / ~ ~ ~ ~i ~ i J ~ SCHEDULE SUCH A CONFERENCE 48 HOURS PRIOR TO ANY LAND ~ ~ ' t i ~ - I ~ ~ a, / DISTURBING ACnV1TY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE
. _ , V ~ / ~ ~ ~ l~ ~ ~ ~ ~ I AND IS SUBJECT TO FiNE. ~ ~ - ` ~ . ~ j21~ ~ ,
1 / i i / - ~ ~ ~ j ~ 3. INSTALL SLIT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION O t ~ G I _ . ~ ~ DITCHES. TREE PR01ECnON, AND OTHER MEASURES AS SHOWN ON PLANS, ~
/ r y , CLEARING ONLY AS NECESSARY i0 INSTALL THESE DEVICES. CONSTRUCT , r~1 M ~ , = i'' v v DAM AND SPILLWAY PER ! ~ ~ ~ G~ ROCK DAM AND PROPOSED PERMANENT POND H ~ ~ ~ ~
~ \ , ~ / / vvvvv ~ Viii ~ ~ ~ ~ _ - ~ ~ ! 0v V iii , ~ ~ ~ ~ ~ ~ APPROVED PLANS I V CB 5 ,o - ~
DI ENT STO GE ~ ~ \ ~ q~ ~ ~ I ~ . ~ ~ ~ ~ ~ vvvvv ~'~i 4. CALL 704-3J8-2291 FOR ON-SITE INSPECTION 8Y ENGINEERING INSPECTOR. 'y' WHEN APPROVED, ENgNEERING INSPECTOR ISSUES 1HE GRADING PERMIT, ~
EL VATIO 81:0 / ; , , ! y~ vvv 0 i ~ ~ i AA ~ ~ ~ BEGIN CLEARING AND CRU881NG AFTER PERMIT ISSUANCE. ~ Q 0p AND IN T TION OF STORM DRAINAGE PER THE p A', 5. BEgN GRADING S ALLA ~
~ _ APPROVED PLAN. 0 ~ + 6. INSTALL REMAINING SIZE IMPROVEMENTS PER THE APPROVED PLAN.
i ~ i~ ~ ~ gam' ~ `ti, - _ vvvv i~~r ~ j ii~~ i ~ ~ ~ - 7. MAINTAIN EROSION CONTRA MEASURES AS NEEDED. i ~
PRIMARY SPAL AY ~6 ~ _ ~ 69 ~ ~ ~ / ° / ~ j' 8. FOR PHASED EROSION CONTRA PLANS, CONTRACTOR SHALL MEET WITH ~ uu w q / ~ ~ THE EROSION CONTROL- INSPECTOR PRIOR TO COMMENgNG IWTH EACH ~I
R & CON AD / FES~1s ; vvvv ~ R SE ~ ~ ~ , - ~ vvv PHASE OF EROSION CONTRA MEASURES. ~ I S1E AS AREAS ARE BROUGHT TO FlNISNED GRADE. ~ ~ Ol 0 9. STA81L ZE
i ~ ~ ~ 6g1 ~ ' vvvv ~ ~ii~ 10. ALL EROSION CONTRA MEASURES SHALL ~ CONSTRUCTED IN ACCORD- ' / ANCE MATH THE N.C. EROSION AND SEDIMENT CONTRA PLANNING AND
% ~ 6gO pvv / viii '~i CB#5B DESIGN MANUAL, U.S. DEPART. OF AGRICULTURE, U.S SOIL CONSERVATION II
K ~ A'M ~ ~ ~6~9 I111111IXj i 1 vvvv - ~ ~ ~~i~i ~ ~~~i R ~ i ~ ~ ~ ~ IIIIIIillllllll Vvv i~ i / ~ vv /i ~ i SERVICE, qTY CF CHARLOTTE EROSION CONTRA ORDINANCE, AND THE i ~ ~ qTY OF CHARLOTTE ENgNEERN4G DEPARTMENT. ~
,;i vvv iii ~ vv~ ' ~ - ~ f i ii. THE CONTRACTOR SHALL DILIGENTLY ANO CONTINUOUSLY MAINTAIN ALL /!!///J/ I, ~I EROSION CONTRA DEVICES AND STRUCTURES TO MWIMIZE EROSION.
0 r' !t ~ \ ~ 111\ 4 ~ THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE q1Y OF CHARLOTTE EROSON CONTRA INSPECTOR SO THAT PERIODIC INSPECTIONS
~ - CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 12. AS CONSTRUCTION PROGRESSES INSTALL PERMANENT EROSION CONTRA
VAAAA ~ I MEASURES
~ ~ / / VAvv ~ '4 ii~~ r V111A1 . , I 13. UPON COMPLEnON OF THE WORK, CALL FOR A FlNAL SITE INSPECTION. . 14. WHEN THE SITE IS APPROVED BY THE INSPECTOR, REMOVE ALL TEMP-
I ~ ' i AA ~ I ~j ~ 1A11 ORARY SEDIMENTAnON CONTRA MEASURES STABILIZED RESULTANT DISTURBED', AREAS WiTN SEED AND STRAW IN ACCORDANCE WITH SEEDING $CHEDU
~ ~ vvvvv ~ / ~'~i ~ ~'ii A111111 ~ ~ ~ , ' I ~ ~i ~ 111111 ~ I I 15. SEE SHEET 20 FOR SOIL dt EROSKNI CONTRA DETAILS
~ ~ 0 vv ~ ~i 11pU1p111 0 vv ~ ~ . i~ i v
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VAAvv, r„' , ~ ~ ~ 11111``1 R 0 ,11 FEE W FREE OF DEBRhS Q
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J 4, t, OWNER: ArAPCO, STEELECREEK, FNC 2? uNLE55 oTHER1MSE NOTED, ALL PROPOSED SPOT ELEYATK)!Is ARE TOP OF ASPHALT Olt FINL91 SLf~ACE.
,A ~ ~ r ~ ~ VAAAA ' / ,1 ~ 8301 tkAVQtSTY ExECUTIVE PARK DR CHARLOTTE, NORTH CAROLRiA 28262 22. TF~ SLOPE fl< ALL HANDK:AP PARK9IG SPACES yIALL NOT / y
6 6 704-547-74J7 EXCEED t/4' PER FOOT. ATTN: LEIGH ROUNDS 23. ALL PAfbONG NSfS AND pgfVEMA'f5 HAVE TW6-WAY TRAFFIC
2. PARCEL SHD'IM HEREON IS POND 1,2,3,A:4 FLOW, tAnfSS OTi#RMSE lDlt',AIED. TAX PARCEL ~ 44tt4!44 24. TREE PROTECTION FENCE t5 TO BE LOCATED t F00T PER INCH OF
vvvvv • ~ 3. NO PORnON OF 1FA: PROPERTY SK)MN HEREON LIES MTHM 'HE TR1Ap( gAMEIER qt 1/2 THE NT. CF TFIE TREE (MIACHEVER 15 BOlN40ARIES OF A i.E.M.A. MAPPED FL000 HAZARD AREA. GREATER) AWAY FROM THE TRINIK (MAV. a" FROM TRtJNIC) M
~~'ii WAY. PANEL ~ 370159 00178 SETBACK OR RIgiT OT 4. SITE OATH: ~ 25. All WATER SERVCE AND SAiMTARY SEWER SERVICE ~ ,
i~i~~b \\\1\ ~ , ON-Sf1E : T01K AREA 5.924 ACRES CONSiRUCT10N SHALL CONFORM lO (7{Aro.OTTE - MECIf1ENBURO
o ~~~~~i VAAAAA ' ~ OEHLAED AREA =444 ACRES U1ILITY OEPARIUENT STANDARD DETAILS AND SPECIFiCATWNS 2 - CECA. SANDY CLAY LOAM: 26. 5TA81L1ZATKIN IS THE BEST FORM OF EROSION CONTROL. Sa TYPE: GB
LL 2-8X SLOPES TEMPORARY SEEDWIG IS NECESSARY TO ACIAEVE EROSION CONTRA ON r , SHALL BE M1 CONPUANCf 'M1H CHARLOTTE ~AROE DENUDED AF~AS AND ESPECUILLY MkfN 9PECIFICAIlY [.i~ Z S. ALL CONSTRUCTION
T q~~ii MECKLENBURG LAND pEVELOPMNET STANDARDS MANUAL AND SHALL REQURED AS A PART OF THE CONSIRUC110N SEQUENCE SHOWM ON 1HE G d; PROPERTY MANAGEMENT. AN. ALL SLOPES MUST BE SEEDED AND WLC?FD WIIIWN S WORKING U BE GDORDUTATED wm, ENGMNA:RW+ PL W
~ q'~ii ~ vvvvv ~ _ ~~iiii vvvvvv 6. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO THE DAYS OR JO CALAtWER DAYS, WFACIIEVER 5 SI40RTER. ALL OTHER AREAS. T ADA4G AC7INTIES. CONTACT ULOCO AT 1-600- 15 WORKING DAYS OR 90 CAIANDER DAYS Mi#CHEVER f5 SHORTER. r...~ ~ COMI~NCEMEN OF GR
aJ2-4949 FOR FIELD LOCA1KXi OF UNDERGROUND UTILITIES. REFER TO EROSION CONTROL ORDNANCE FOR AA ~~TOUIYRL'L~Ni4 ~ TO OON1Ra EROSION ANO I.i{
~~~~%i 0vvvv i ~ ~ f ~ 7. ANY GRADING ACnV1TIES BEYOND THE DENiA)ED AREA UTATS 27. ADOITK)NAL MEASURES n ~ ~ SHOWN ON THESE PLANS IS A NOLAnpI OF THE qTY/COUNTYS ~ REQIARED BY A REPRESENTATPAE OF 7Fff CITY/COl1NTY W H U EROSON CON1Ra ORDINANCE AND 15 S1B,ECT TO A FlNE. ENGINEERING pEPAR111Et4T. I~
%ii~~ lUlll?ulllr\\ ~ ii IIIIIIIIIN, 8 GRADING OF MORE THAN ONE ACRE WITFKXIT AN APPROVED EROSON 2& ANY LAIA)-gSTURBNG ACTNTY ~ 5 ACRES REQUIRES T TO r,,, TY NTYS EROSION ANCE PATH ALL CONDITIONS OF THE GENERAL PERMI W
~~~ii111111111111IIIIIIIIIIII ~ 4~ CONTRA PERMIT IS A NOI.ATKMI OF THE q /COU COMPU CONTROL ORDNIANCE AND iS St1BJECT TO A Fly. DISCHARGE STORM WATER IMgEER THE NATIONAL POLLUTANT DISCHARGE
m ~ q~-~ . u.- . ' I ~ ~ ~ 9. SEE SHEETS 6 - a i0R STE DETAkS. ~ ELMMNATK;tI SYSTEM [PEAM11 N0. NCGOt0000~ ANY PERMT ' 10. SEWER U1LTiALS TO BE PLACED AT A M9AMlMt SLOPE GF 1/4 NONCOMPIJANCE IS A NOLA1KlN OF THE CLEAN WATER ACT AND MAY W
~ ~l o ~ r' PER FOOT ON 4' SEVER LM4f5 AND 1/B' PER FOOT ON 6" AND B' REOUAf ENFORCFMElIT ACTION BY THE NORTH CAROLINA pEPARTME?IT SEWER LINES CLEAN OUTS TO BE PLACED AT SO' INTERVALS AND OF ENVIRONAENT, HEALTH, AND NATURAL RESOURCES. (FOR W ~
~ BEND P0911$. pFAN0UT5 LOCATED IN PAVED AREAS SHALL BE QUESTIONS CONTACT MOORESVLIE REgONAI OFFICE WATER QUAU11' r , U TYPE. STAFF AT 883-1899) ~ W LOAD BEARING
cri ) 11. NO SOIL DISTURBANCE, COMPACnON, CONSTRUCTION MATERIAL, 29. S.OPES SHALL 8E GRADED NO SLEEPER THAN 2:1. Fql SLOPES GREATER GA PITS ARE ALLOWED WI TREE PROTECTION THAN to' REauRE ADEQUATE iEARACW4G (cMtns fJO.ta~ U rip TRAFFIC, aR BURIAL MDUTx>H pEVFj.OPER SHAD WJiTAAV EACtI STREAM. Tx:Epc oR BACKWASH
a ~ _ ~ .~•~`M'•• ZONES. ON-SFlE BURIAL PITS REQUIRE AN oN-srE OE 30. THE
"J ,1. ~ _ a a_~~; Z Q . EB&p / LANDFlLL PERMIT FR011 7HE ZONNG ADMNSTRATOR. CHANNEL Wi AN U14GBSTRUCTEO STATE AND SHALL REM01~E FROM THE ` . ~ it 12. TREE PROTECTION BARRICADES MUST BE A4STALLED BEFORE CHANNEL AND BANKS OF THE STREAM ALL BEBRIS. LOGS, 1111BER. JUNK ~iir~ ~ SAND NOT OTHER ACQp~NAAti01iS W O Q ~ ~ CLEARING, OpAgJTiON, GRADING OR CONSIRUC110N BEpN AND ~1
i = f i ~ REMQVED UNTq. AF1ER FTNAI INSPECTK>H BY THE URBAN FORESTER. 31, LAND DEbQ.QPIAEIIT »4SPECTQR TO BE qM?I 24 HOURS NOTKI: a a w
i ` Z 13. ANY 1T]IPORARY SEDMENT BASH THAT IS TO BE CONVERTED TO PRIOR TO START OF COi151RL1CTKX1. 1 L~~ a ~ A PERIIMIENT STORM WATER DETENTKIN FAgLITY REOJfltES A PAVED 32 ODORDNIATE ALL CURB ALA) STF~ET 6RADE5 IN INiER5EC110NS r , O W
3 , et L7 ~ I S~1LIWAY MNEN CONSTRUCTED ON Flit MATERIAL. WI1H MISPECTOR. 14. A4 ORDER TO 0451RB PROPER DRANIAGE, KEEP A MNJIMUM O.Sx 33. SKINT TPoANGLfS SHOW ARE ltE M9NMUM REGIARED. W
T~ r C \r ~ THE CL1R8. 34. API+RQVAL ~ THIS PLAN l5 NDt AN AUTNORIZAIK>f1 TO GRADE ~1 I I.. PA' IRRIGATK7N 5YSTEMS, ADJACENT PROPER11E5• ~ FIELD CLWA711KXI5 µT OFF-STS L 15. NON-STANDARD TENS (E rERS. 1 '
O C1 ~ v ETC.) 94 i1E RKA{T-OF-WAY REQUIRE A RK7HT-l;F-WAY GRADAVG, pERINNS90N MUST BE OBruFED FROM THE AFTTCTED pICROAp#ENT AQREaENT MATH THE CHARLOTTE DEPARTMENT 0i PROPERTYf 0~• Y
y ~ ~ ~ / ~ h 'i1AN5'ORTATION ~Oi#E NSTALLArIpN. 35. ANY RETAA~IC wA1i.5 CONSTRUCTED MA REOIARf DESitN f~ ? t6_ ALL 'S4D' NUMEAJtS AEtEF TO THE CHARLOTTE - MECKLEJ+BURG bC PROFT'E90NAL E11~
v ~ • r T AROS MANUAL 36. ALL UTIUTES Sikl ff AiSTAllID tM LI+ND DEVELOPIIEN STAND
~ \ Ri i ~ i7. ALL PA1fllF3lr EXCEPT AS NOTED 94ALL BE Y ~-t AA10 a' A8t 37 REGKINAL pETENTI(RI BASH MAP RECORDMG OR•-SITE DETf71TIOy EASEMElir Mii " , O N' 18 ALL DtlEliSiONS AIW; TO THE BACK OF CURB, JN:FSS ^'~RW~E MUST BE RECORDED PRIOR lO ANT` t59aANCE OT CERTIFICATE OF 1 OCI~ANC1' FCk BtAIDRIC
Y "KITED ON PLANS. \r./ ~ - . . - ~ - 'fl Ay ON 9TE CLA+B AND 0.1TTEP SHALL BE Y-' a; 7<~~~ .
L ~ - ~ _ . - - ~ - a_ OURS AIG GttTTfR >w R/~ S++,K~ BE STL 3r' . - - ,y,. . _ , , ~ 2G SEf M~lTECTURAL P\NLS FOR BJ49MG OMENSKNS ANC . _ _ - cr~nmcc rr•iTrti. ?~Et 4~ 'Y Rf]CF '3iLAA~ AAx :'1--.
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SHEET 5A OF 9
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NOTE:
1 l.~
69 6 R FER TO SHEE1 FOR DETAILED E 687 ~0 PLANTING OF INDI'viuUAL PONDS.
2
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69 ~ ~ 6. ~ ~ > 9
Y " PLANTING NOTES: 4L
1 9l 6 ~ •S 9 LANDSCAPE CONTRACTOR RESPONSIBLE fOR LOCATING AND }
I 6 N WITH - ~ u ~ H MARKING PROPOSED PERMANENT POOL LEVEL ELEVATIO } ~ ~
h _ 6 36' WOODEN STAKES, SPACED AT 25'INTERVALS. ~ Q qq__ 6 W tY 9 Z Y W - N p A TOR RESPONSIBLE FOR PROVIDING IRRIGATION
LANDSCAPE CONTR C T UNTIL PLANTS ARE ESTABLISHED. Q V ~ r ~ rn TO PROJEC ~ ~
~ t (O ~ U VI
a~ LANDSCAPE MATERIAL GRAPHIC LEGEND:
GRASS LINED / F IA SL ~ HIBISCUS MO$CHEUTOS (HM)
SPILLWAY IN CUT ~9Q SECTION ~ Y~ • SAGITTARIA LATI OL ( )
~ r 9 ' ` t' ro CARER CRINITA (CC) PELTANDRA VIRGINICA (PV)
f . ' 0)
~ ~ ~ WA IMPATIENS CAPENSIS (IC) ~ / JUNCUS EfFUSUS (JE) r .~1 , ~ _ ~ _ 6
~ 6g9 - - R AG PONTEDERIA COROATA (PC) ANDROPOGON GLOME ATUS ( )
x SAURURUS CERNUUS (SC) TYPHA LATIFOLIA (TL)
i
86 6 W
8q ~ rn i 6 ~ , a
6a2 ~ ~ ~ " - PLANT LIST
0~ ~D O . rn • ro COMMON NAME SIZE CONDTION REMARKS ~ KEY QTY BOTANICAL NAME
0~ O AQUATICS
aQ 6 _ - 2.5' O.C. 0
SL 241 Sa ittario lotifolia ARROWHEAD/DUCK POTATO BAREROpT PLANT 2 ^ 9 _ W 1'. ' FRINGED SEDGE - BAREROOT PLANT 2'- 2.5' O.C.
CC 254 Carcx crinitO FT RUSH - BAREROOT PLANT 2'- 2.5' O.C.
JE 266 Juncus effusus SO - T PLANT 2'- 2.5' O.C. A
; o, TL 95 Typha lotifolia COMMON CATTAIL BARER00 MALLOW - BAREROOT PLANT 2'- 2.5' O.C.
- ~ . ~~I HM gg Hibiscus moscheutos ROSE (~••I
ARM - BAREROOT PUWT 2'- 2.5' O.C. O P Itondro vir inica ARROW U PY 178 e 9 n~ - BAREROOT PLANT 2'- 2.5' O.C. F+~1
) ' ~ , ~ 1. I , ~ ~ .~1 ~l . JEWELWEED Zj X IC 28 Impatiens copensis - BAREROOT PLANT 2'- 2.5' O.C.
ti~9 d , _ ~ PC 173 Pontederia cordata PICKERELWEED
9 I D'S TaL - BAREROOT PLANT 2'- 2.5' O.C. M"'r SC 187 Soururus cernuus LZAR E•1
v~ ~ 66~ W GRASSES
~ 6 r on lomerotus BUSHY BEARDGRASS - BARER00T PLANT 2'- 2.5' O.C. AG 279 And opog g
6g0 ~ 6g1
/ 691
9a P CA
~ ...RO Q`r' ,~s&0 O.o~ s1
? • fQ4
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t. OYMER ATAPCO, STEEtfCREEK, wC r ,Ai.fSS OTHERWISE NOTED, Ail PROPOSED SPOT ELEVATIONS ^ g3O1 UwJER9TY EfECUT1VE PARK OR ARE 'OP OF ASPHAiT t'F FNWSH SURFACE. V
CHARLOTTE, NOR' GARDENIA 28262 22 'T+E SLOPE OF Ail HANRNCAP PAAlQNG Si'ACES 9tAii NOT T 1 704-547-7437 EId~FD t/4' PEA FOOT.
ATTh: tflGH ROUNDS 23. Ail PARKNG AISLES AAD ORNYEMAY$ HAVE TMO-MAY TRAFFIC
2- PARCEL S?TOWN HERON ms aONC t.2,3.~4 -SOW, UNLE53 OTMERMS{ xNDCATED. TAX PARCH ~ 1?!'!'!"' 24 TREE PROTECTKIN fElNCf IS TO ~ iOCJsTEO t F00T PER wwCi++ OF T h
1 NO POiTKkI OF 'HE ~OPERTY SHO+Ih ~+ERFCA ,£s wTHNI+ ~ 'ASJNI! OIA4EIER OR 1/2 TFIE HT. QF TIE IAEE (MHIgEVF.R ~ g0U?gAR1ES ~ A ~ E.M.A., uAPPED F~yx "Ad ARE AREA. GREATER) AMAY FROM THE 1Rt1lIC (YN 8' FR01I TRUIfI~ ~
oAA1El (370159 00' 78 SETBACK CR R1CFt1 QF MAY. 1--~ 4. SITE DATA: 25 Ail WATER SERVICE AND SANITARY SEIFR `
9~ 6 Z ON-SITE : TOTAL AREA 5.924 A^~tES '.ONS~RVC'TIOI 91ALL CONFORM M~ OENt1DED AREA - ARRES UT91"Y DEPARTIE?IT STA1gARD
69 50~ TYPE: Ce82 - CECK SAN"v'' Q.A' _CAM, 28 S1A8U1A110N YS T1E BEST F+OIII TO ACHEVE EROSIOII CONTROL Ot 1~ 2-8x SLOPES SE~G a ~
Tr, 'TE ~fil5 A10 ESPECULLY IrIFEN SPEC.i1CMlY F,-f S. ALL CONSTRUCTION SHALL BE IN COIFTIANCE W ~tARlO :ARGE DENUDED ~ l 11ECXLEI~IRG LAND DEVELOPMINET STANDAA05 wAARIAi RIND Sa•?:. 4F'J1JIAED AS A PART DF THE MITIIi1 SS wOF101G V
9& 6 A IM1H E1N66WiERN+C R ~ROPFR'v YANACT_MENT 7„AN All ROPES MUST ~ SEEDED W BE COORDIN TED
t. 1 ' ) ~ 6. CONTRACTOR SHALL LOCATE Ae~ UTrl1T~5 PRIOR TO 11¢ DAYS CR 30 CALNIDER DAYS, MIIOEYER IS SNORTER. ALL OTFER AREAS. r : a~ t DAYS OR 90 CALNOER DAYS MiCtE'1fR 154 SNORTER. 1 ~ ~ ~ AC tLOCO S WORIOt1G 11. t ~ T OF GRADAIG ?CnNTES. ~N 1 Z
832-4949 FOR FIELD LOCATION a UNOERi;ROU?NO JTE;nES. REFER TO FR090k ~ ~ SEDpEMT YAYQIlRF1F)iTS. 7 ANY CRADMNC ACiiVIT~S BEYOID THE DENUDED AREA LAM TS 27. ADpTpNAI MEASURES TO CONTROL EROSION H
. F,. S 15 A AOLATKIN OF TVIE qTY/COUN?YS BE REQUIRED BY A REPRESENTATIVE C< TIE CITY/COUNTYw SFIOWN ON THESE PuW CONTROL OiDHANtf ANO 95 SU&,ECT TO A cINE ENGfEEIiIIC pEPAR1YENT. a ER090N r ,
& GRADNNG OF YORE THAN ONE ACRE WITHOUT aN APPROVED ER040N 2& ANY LANG-ORSTI,IR~NGS ~ TO w A ti+auTwN of TIaE aTM/cour+~'s EROSU+ caauA>+cE wnl Au Q CONTROL PEWOT tS T A F DM,1gNARCE STORY wATEA UNDER TFE NATK9iA1. PQLWTANT 015GIARCE x
f~ , cDNTRa ORDNANCE AID 15 SueJECT o Nf 9. SEF SHEETS B - 8 FOR SITE DETAA.S EUI~NATfON SYSTEM ~ MATER~T Al0 YAY r',
CED AT A MNWUM SLOPf OF t/4' MON(X)YPUANCE IS A Nq.A W t0. SEWER LATERALS TO BE PLA PER F00T ON t SEVER LINES ANO t/8' PER FOOT OrN 6' ANO 8' REOUitE EIFORCEMENT AC1KlN BY TURhI RES01lR(~5. (FOT ARTYENT
T 9E PUCED AT 5O' iNTEitVAi.S AND OF ENYrRONM1fNT, HEALTH. 1J4fY N ~ ~ SEWER {JNES CLEAN OUTS 0
' : ' I ' I ( ~ ( 1 ' ' BEND FONTS. CLEANWT$ LOCATED ro+ PAVED AREAS SHALL 8E OUESi1ON5 CONTACT YOORESVILLE RECKNAL OFFICE MATER QUALITY t ~ , . ~ ~ I l ~ 57AfF AT 863-1699 LOAD BEARNG TYPE ~ 4ATEPo 29. SLOPES SNAIL 8E GRADED NO SLEEPER TITAN 21. fil SLOPES GREATER
tt. NO SOIL DISTURBANCE, CQIRACTKIN, COISTRUC ON Ati T7 REQUMtE ADEQUATE TERRACNG (GLOB /30.16 ~ l ' • TRAFFTC, OR BURIAL PITS ARE ALLOWED N TREE PROTECTION THAN
AL PITS REQURE AN ON-SITE OEMOUTKk+ 30. THE DEVELOPER SHALL YANTAN EACH STREAM, CREEK OR QACKWA9i _ - ZONES. ON-9TE BURT E"f LANDFILL PERIRT FROM T}E ZONNG ADYMNPSTRATOR CHANNEL N AN UNOBSTRUCTED ALL BEBAIS. LOGS. i1118ER, a1NAN
S IWST BE PlSTAL;FD BEFORE CHANNEL ANT) BANKS OF THE S1RE 12. TREE PROTECTION BARRICADE W O CLEARNG, DEYOIJTION, GRADRNG OR CONSIRL'CTtON BEµ FOR STERT 31. LANDODEVELOPYENT NSPECTOR TO BE GIVETN 24 HOURS NOTICE
GRASS LINED REMOVED UNTIL AFTER FlNAL NSPECTK)tN BY THE l>RB [r - t3. ANY TEMPORARY SEpAENT BASIk THAT IS TO ~ CONVERTED o0 ~ 32. COORDNATE ALL CURB STREET GRADES N NTERSECTIONS Q
SPILLWAY IN CUT NT STORM WATER DETENTION FAgUTY REOU6tE5 A PERMANE SPILLWAY WFEN CONSTRUCTED Oh FILL MATERIAL wTH NSPECTOR.
SECTION i T ENSURE PROPER DRAWAGE, KEEP A MINNNAI 0.5x 33. SIGFtT TR1ANGtES 5110WN ARE TIE MINMNY REQUIRED. 14. KN ORDER 0
SLOPE ON 1}1E CURB. 34. APPROVAL OF TH15 PLAN l5 N0~ 5 WARRANT~~-SITE 15. NON-STANDARD ITEMS (LE. PAVERS, M2RK;ATION SYSTEMS, ADJACENT PROPERTIES. M18:N1 ~1
j ETC.) IN THE RK;HT-OF-WAY REQUIRE A RIGHT-OF-WAY GRADNG, PERIRS9ON MUST BE OBTANED FROM THE AFFECTED ACN9AENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF PROPERTY OMNERS. V 1 U ENCRO
TRANSPORTATION BEFORE INSTALLATION. 35. ANY RETNNNC WALLS CONSTRUCTED MAY REQUIRE OESK~I BY 18. ALL 'STD' NUMBERS REFER TO THE CHARLOTTE - MECKLENBURC ~ NC~PROFFEESIONA ~EN~E~STALLED UNDERGROUND• _
LAND pEVELOPMEIIT STANDARDS MANUAL . t7. ALL PAVElEN1T EXCEPT AS NOTED SHALL BE 2' I-t AND 6' ABC. 37. REGIONAL pETENITION BASIN YAP RECORDING ~ 11F1CATE ~ EASEMENT 'iy
td ALL DIAIEN510N5 ARE TO THE BACK OF CURB, UNLESS OTHERWISE MUS RE FCOROEOK~ 1T0 ANY ISSUANCE OCCU C Q NOTED ON PLANS
. 19. ALL ON 9TE CURB AND GUTTER SHALL BE 2'-0' PER DETAIL ALL CURB AND GUTTER IN R/W SHALL BE STD. 30'
' 20. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND
_ FEAlT1RES, LOCATION ANO SIZE OF ROOF DRAINS qNp UTriJTY -
CONNECTX)NS AT THE BLDG.
SHEET 6 OF 9

~
_ _
g~ 6
2 ~ 0 g g a 6 6
, • • FRINGE PLANTS (OBE-FACW} ~
oo .e7D • PLANT A00T BALL t/3 ABOVE FINISHED 1 e. ADE S SHOWN Do • 0 e o. . e c g • 6 ~
e. e • o ti I p o.• o: r o e p yo• SCARIFY AND BUTTERFLY ROOTS OF ANY ROOT 1 g
0• 0 , D o 00 ° 8' y v BON N I 1/ e o U D CO TANER MATERIAL BEFORE PLANTING 11 o\ 0 •poo 0 . IF 6
o~•o , o o tp . o00 ~ BALLED AND BURLAPPED REMOVE BURLAP AND • v. v e o TWINE FROM TOP 1/3 OF ROOT BALL n . c
D • e : 0e• o~• ° 4" SAUCER RE-USE NATIVE ~ ~ AQUATIC PLANTS (DBE) e SOIL AS BACKFlLL n ~ ~
° e MULCH AS SPECIFIED ON PLANS. FNISH PERMANENT POOL 6 • ~ .
FINISH GRADE ELEVATION O
EXISTING SOIL - • ~i ~
. a~ ~ w,,
= I I BACKFlLL 1MTH PLANTING MIXIURE SEE BELOW -I I I
~ ~ EXCAVATED PIT -MINIMUM 6• WIDER ON III ii ALL SIDES THAN ROOT BALL DIA. . ~ q
-I I_ ~I I ~ SCARIFY VERTICAL DOES . . ~ ~ . ~ o _
-11-_ II-1- I 0 ~ A r \ i
III I~ ~ ~ W~p
UNDISTURBED SOIL LINE M I ~ . i 1E1 q ~ ~
PIAR1rrc raTrs P1 A
tA~scAPE OORTRACIOR RElOd9BlE rC1R LOCAIMO A!O PLANi1NG MIXTURE: PLANTING MIXTURE SHALL BE (2) TWO PARTS APPROVED OFF SITE TOPSOIL,(2) TWO PARTS 11AR10q AIOPOBED PEA~AIENT POOL IEV41 FiEVAl10H MtM
EXISTING SUITABLE 501E AND (1) ONE PART SCREENED PINE BARK THOROUGHLY MI%ED. ADD 20-15-5 FERIILIZER ~ AT b' IN EACH PLANT PIT AT MANUFACTURER'S RECOMMENDED RAIE.ZW ~TOOM1RACtp1 ~ r~ `V
ro UNTIL Pwln AAE ESTAfX19#D.
WETLAND POND 2 TYPICAL SECTION N.T.S. . ~
HEAVY SOILS N.T.S. 4
~~~r n q r SCtfLG: 1 = 2Q
PLANT LIST
KEY qTY BOTANICAL NAME COMMON NAME SIZE CONDTION REMARKS PLANTING NOTES:
°•od ~ o 2-PLY REINFORCED HOSE AT TRUNK AQUATICS od; o ~ d o - X12 GALVANIZED HIRE LANDSCAPE CONTRACTOR RESPONSIBLE FOR LOCATING AND }
•o a a• o SL 241 Sa Ittoria latifolia ARROWHEAD/DUCK POTATO - BARER00T PLANT 2'- 2.5' O.C. e oo• a •o GALVANIZED TURNBUCKLE 9 MARKING PROPOSED PERMANENT PO V a a ~ 36" WO OL LEVEL ELE ATION WITH ~ x ~ o
oo. o •.°~q8 SAFETY FLAGGING CC 254 Carex crinito I RINGED SEDGE - BAREROOT PLANT 2'- 2.5' O.C. (K)EN STAKES, SPACED AT 25 INTERVALS. y - ~ > LANDSCAPE CONTRACTOR R P ~ N J1
o oy~ % JE 266 Juncus effusus S - o g •o/o OFT RUSH BAREROOT PLANT 2'- 2.5' O.C. 00 ° \ o TREE WRAP TRUNK FROM BOTTOM UP, - ES ONSIBLE FOR PROVIDING IRRIGATION > ~ ~ Z TO PROJECT UNTIL PLANTS ARE ESTABLISHED. ~ A O
4 ~ °•o A•o• END AT SECOND BRANCH. TIE SECURELY AT TL 95 Typho latifolia COMMON CATTAIL - BAREROOT PLANT 2'- 2.5' O.C. o. Z Y W V! • ~ 3 U W r'+
•.o °•0•e • ~ • o o TOP, BOTTOM, AND AT 2' INTERVALS. HM 99 Hibiscus moscheutos ROSE - - o,o•~.p ,~o ,a 4 , oe MALLOW BARER00T PLANT 2' 2.5' O.C. LANDSCAPE MATERIAL GRAPHIC LEGEND: a ~ ~ a W
b° ,o - (J) 2'x2'XS' HARDWOOD STAKE IN SOLID GROUND PV 178 Peltandra virginico ARROW ARUM - BAREROOT P NT LA 2 2.5 O.C. ~ v y a a • SA o
MINIMUM 7 BELOW GRADE IC 28 Impatiens copensis JEWELWEED - BAREROOT PLANT 2'- 2.5' O.C. GITTARIA LATIFOLIA (SL) HIBISCUS MOSCHEUTOS (HM)
TOP OF ROOT BALL 1/3 ABOVE FINISHED GRADE pC 173 _ Pontederia cordota PICKERELWEEO BAREROOT PLANT 2'- 2.5' O.C. AS SHOWN -REMOVE BURLAP AND TWINE FROM CARER CRINITA CC PELTANDRA VIRGINICA PV ( ) ( )
TOP t/3 of ROOT BALL. SC 187 Soururus cernuus LIZARD'S TAIL - BAREROOT PLANT 2'- 2.5' O.C.
MULCH AS SPEGFIED ON PLANS. GRASSES • JUNCUS EFFUSUS (JE) IMPAl1ENS CAPENSIS (IC)
s' EARTH sauCER AG 279 Andropogon glomeratus BUSHY BEARDGRASS - BAREROOT PLANT 2'- 2.5' O.C. ANDROPOGON GLOMERATUS (AG) PONTEDERIA CORDATA PC
FINISH GRADE ( )
EXISTING SOIL SCALE: I ° = 2Q' I YI'HA LATIFOLIA (TL) x SAURURUS CERNUUS (SC)
- - ~ - Mai
~II- - I I , BACKFIII WITH PLANTING MIXTURE SEE BELOW F'RINGF P II _ II ~I UNTS (OBE-FACW)
I I I l EXCAVATED PIT - MINWUM 1' WIDER ON
I ALL SIDES THAN ROOT BALL DIA. `y~ I I I I SCARIFY VERTICAL SIDES
I y ~ 6 8
. a
RE-USE NATIVE A Ail 9 ~
PLANTING MIXTURE: PLANIING MIXTURE SHALL IR (2) TWO PARTS APPROVED OFF SITE TOPSOIL, (2) TWO PARTS SOIL AS BACKFlLL ~ QU C PLANTS (OBE) EXISTING SUITABLE SOIL AND (1) ONE PART Sp~ttNED PINE BARK THORWGHLY MIXED. ADD 20-15-10 FERTILIZER ~a
IN EACHPLANT PIT AT MANUFACTURER'S RECOMA+tNDED RATE. FINISH PERMANENT POOL GRADE 6 W 6 9
STAKE TREES WHEN NEEDED OR DIRECTED BY iANOSCAPE ARCHITECT. ELEVATION • 9 0 a
• ~ 6 ,S 9 ~ • E~ . ~
W A
o
HEAVY SOILS N.T.S. 6 6 ~
~ 9 0
A
UNDISTURBED SOIL LINE PlNI1MC NO1ES a
1A109CAPE OONTRACIOR RESPON$$E POR LOCAINO ANp o .
YAlgq PppPOBEO PEiMANE1iT POOL Lfl4 E1EYAilp1 W1H JY MOOOETI SfANES, SPACED AT b' M1EItVALi a
lAND9CAPE OONiNACTOR RESPON96lE FOR PR01pIO NRIOAININ Tp PRO,ECT U411L Pl/Jf15 ARE ESTAEIIlED.
~
POND 1 & 2 PLANTING DETAIL SECTION N.T.S. • ~ .
cv . ~
E ~
~
. .
0,
~
N N
tL) ~ ~ • o
,4tI ~ ' i~ ~ 1 ' 4 t0 i U
~ ; U ~
z. ~ ~
Z \ \ • ~
A ~ I
~
V ~ ~ ~ ~ ~ W
9 \ ~ ~ ~ ~ o
x~- Illf7 \ Z/ice ~ , ~ U ~ W ~ ~ ~ ~
/ ~ ~ k o x c~~~o ~
GRA = k ~ SS LINED ~ h~~III . a r-7
SPILLWAY IN CUT ~ ~ ~ l~ w o
SECTION ~ /~~~IIII~~~ ~ . x
. ~ ~ w • I
~ X11 1/. ~ w . ~
- ~ ~ • xw
, k - ~ ~ x i~ ll 1A~ //1111A III 1 , • ~
II I ,
\ u ~~`.~'~irit~` N wo
G \ ~ M as
I ~~R a H o w~
" 1' \ • .t QQ ~ >
. I E.., ~ ~ ;
i1 I ~ ~ ~
~ 24951 yS t~
I t w ti
BERM PLANT UST I o
I(N AN OAT.wnAi u.ur ,i,/
-c ~-uMMVn rwML CAL HEIGHT AT %NTIN
TREES , MG 7 Magnolia 9rondifloro SOUTHERN \
MAGNOLIA y' I AR 9 Acer rubrum 'October Glory RED MAPLE 2•
SHRUBS POND #1 LITERAL SHELF PLANTING DETAIL SCALE: I" = 20'
LL 75 Li9uetrum lucidum TALL GLOSSY PRNET JO' MIN. - 4' O.C. \ ALTERNATE BUFFER SCREEN
I BJ 75 Bertberie julianoe WINTERGREEN BARBERRY 30' MIN. - 4' O.C.
BERM DAM AREA EA DETAIL
SHEET 7 OF 9

wASNEO sTaNE ~ ^
' sEE APrNravED TREE t. REMV.E Au BAIaERS uPON CaMRELiON aF PRwECT. ~ PRESERVA1k1N PLAN FOR 2 SEE PUNS FOR LDCA1MNi OF ALL TRFF PPORCTIOM FENCES. REQLwtEO PAOIUS 3 REFER ro CRY OF CMARLOItE IANDSCI~PE CpNSTRIICiKN+ 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGNAL pN/ENS10N5 W MffN iFiE 5EDNIENT MAS ACCUMUUIED TO 1/2 THE DESIGN DEPTH OF THE TRAP. ~
OF TREF BARRIER / STA~RD$ WWLAAL FOR (XrOtAI SPECTF10111011 REGARDING WASHED CLAR I ~ RAP TREE PNOTECTRIN~ tTHCK a 3' NCH (MW) / w I / 2. REMOVED SEDIAENi SHALL 8E DEPOSITED N A SUITABLE AREA AND IN SUCH A ~
f n~ 1 l l MANNER 1HAT IT MILL NOT ERODE. ~ ~ l ( \ 1. TF# SIRUCIURE SNALI BE INSPECTED BY 1NE F1NANgAlLY ~SPONSIBI.E PARTY
II II 1 ~ ~ ~ \ OR HI$ AGENT AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY. ,~I \ 4, CONSIRUCRON OPERATIONS SHALL 8E CARRIED q1T IN SUGH A MANNER THAT W ~
, ~ ~ ~ r EROSION AND WATER POIlUTION ARE MNNAIZED W ~ ~ 5. THE SEDMENT TRAP SHAH BE REMOVED AND THE AREA STABILIZED NMEN THE U r~)
i ~ \ ~ _ ~ DRAINAGE BASH MAS BEEN PROPERLY STABILIZED. ;.-~lll SIDPE Q a m ~ (i'3
~ / 6, ON URGER DRAINAGE AREAS RW RAP MAY BE REOlNREO UNDER THE WASHED STONE, ~ ~ ~
I A MIN D ~ d o
Sl ~ ~ ~ t STORAGE AREA ~ COMPACTED BERM ~ ~
1 ~ I ~ I ~ lll~ ~ fM15H ^'N ~ V O m - NA?IYgk~ ~ ,ai ~ ~ (i~ ~
I f~/ \ / SEDNIENT S10RAOE AREA / J ~ ~ ONp pB U CZ ~ ~ ~ a a ~
~ PIgN VIEW OF ROOT ZONE P~RSPECTNE VIEW CATCH BASIN ) ~ ~ ~ ~ / ~ a r~ ~
15 WASTED stoNE cuss I RIP RAP a~ Dose ~ a nz
1' REP RAR I p d /5 WASHED STONE TN ~ G~,, ~.,r p •1~
sDAlED11 StORMt z FNlst+ cyNOE i0R PRUNNG SEE ONE FDOT FOR EACH NISH CR10E M R1 rd h DEPDI ro ~ DESN.iIED ~ ~ PLAN VIEW F - BY ENGNEER (E' MN) w ~ .a i
NATIONAL ARBORIST wCH a tKLNK ONMETER ~ STOfeAwATEir SPOrNOE zONE ASSOCNTION SPECS OR 1/2 HEIGHT OF TREE ~ WINCHEVER IS GRUTER a 101r ~ O~ rail p EA ~ W ~ I P/ •r~l N ~ ti
MNA,AIM 3 ~ a' - FOR rGAL. TREES 6. t2' MIN. QIQ. C'l~CD b - NOTE.
N, t ' ~ - ~ DRCx SNWU) NAPE LONGINONAIL SLOPE OF 1X. _
TREE UMB E BARK DEAD TREES AND SCRUB OR UNDER o MULCH AT AREAS REMWAI GROWTH SFVLL BE Cut FLUSH AITN ~ HOT PROTECTED M?k. $EDBENT V L
ADJACENT GRADE. NO GRABBING BY BAAPoER, (QUM ~ PaM~ AllOwED UNDER GRIP LINE. REVISIONS
~4' SUNOVLOS 4 td' RNLS REVISDNS N0. DATE DESCRIPTDN N0. DALE DESCPoPTDEI ww ~
OR ORArIGE SAFETY ft?ICING N0. - WY BE USED. ~ N0. LATE pESCRIFTIDN NO DATE DESCRIPnON I t. CRAVQ AND AP PAP FlUER BERM BASH SHOULD BE USED TO PROTECT E%ISTNG PIPE M rw? SECTION A-A APPROVED DATE
- n I II _ I ~y I p RMRR TIMT GRAN 10 ACRE OR LESS. I I. 2. DIILFNSIOL6 SHOMN ARE TFIE M!R?N1M ACCEF?ED IINIESS DTIIERIA9E NOTED. APPROVED DATE
-t t r-I i r -ITT-- APPROVED DATE APPROVED DATE )ATE CHARLOTTE -MECKLENBURG
- MECKLENBURG Cl CHARLOTTE -MECKLENBURG LAND DEVELOPMENT TEMPORARY SILT DITCH
-MECKLENBURG CHARLOTTE CHARLOTTE ~ TI N DETAIL LAND DEVELOPMENT GRAVEL AND RIP RAP FILTER BERM BASIN NT STONE INLET SEDIMENT TRAP LAND DEVELOPME STANDARDS 30.05
DEVELOPMENT TREE PR_TEC 0 LAND STANDARDS 30. ~ 2 STANDARDS 30.0 30.12
STANDARDS 40.04
ION CONTROL BLANKET PERMANENT EROS p wA5EE0 STONE GENERAL NOTES: ~ = OJ
T NQ ES, 1. SEDIMENT 41ALL BE REMOVED AID TRAP RESTORED ro ITS ORIGINAL DI4UI9oNS °
T. CLASS OR MEDNN SIZE OF RIPRAP A,Np LENGTH, WIDTH AND DEPTH OF APRON TO BE OESIGNEp BY THE ENGINEER I I MEN TEE SEDNENT NAS ACCUYIN.AIm TO 1/. THE DESNN DEPTH OF THE TRAP. ~ Y N ~
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR A ~ VEO SEDIYpIT SHALL BE OEP091ED N A SuIiABIE AREA AND N 9JCN ~ ~ 9lT FENCE ~ 2. RfJD } ~ Z ~ Z A YAMMER THAT IT Mll NOT ERODE.
RPRAP APRON DESK;N STANDPRDS VASHED STONE N~EC1E0 Af1ER EACH STORM EVENT BY THE ~ O r ~ N \ / S. THE STRUC111AE SHALL 8E T AIRS MADE AS IECESSARY. Z w ° O FINANpALLY RESPOIIS~IE PARtt OR NI$ ADEN AND REP Y W ~
3. RIPRAP SHOULD ~CU~INVEOR~A~TI~# ~FNR+E OMIT A+DMAXNKRA~SLOPEEOF PLACED IN of THE PIPE OR GEDTEXTILE BAGS z t Arro A rlElprt NOT LESS THAN Two Harps THE PIPE DIJJ>IETER OR 3/1' STEEL PLATE W/ 3/4' HIES CARRIED pU1 N SUCH A MANNER THAT Q W Q f- CONSTRUCTON OPERATIONS SHALL BE ~ EROSION ANO WATER POIJAJiION AIE rINMIZED. ~ 2 U Q W lH
CIIIVERT HEN~TT PLAN DRILLED 2 3' DN CENTER A ~ A T TRAP SNAI! BE RE]IOVED AID THE AREA STAERAED MEN THE a v ~ A ~ s. TEE sEDrEEI
4. THERE SHALL BE NO OVERFLOW FROM THE END OF TF1E APRON i0 RIPRAPPED - - SURFACE OF THE RECEfvNG CHANNEL 1NE AREA ro BE PAVED OR pEIANA&E BASH HAS BEEN PROPERLY STABAJZED. 6. SLIT FENCE NISTALLAlION F1ALL BE N ACCORDANCE MTH STD, NO. 30.Oe
SLIALL BE UNDERCUT SO TENT THE INVERT OF THE APRON SHALL BE AT TFIE SAME GRADE (RUSH) WTTH iTE SURFACE OF THE RECETWIC CHANNEL. THE _ _ _
APRON SHALL HAVE A CUTOFF GR TOE WALL AT 1HE DOWNSTRFAIA END. - S70RAGE AREA ~ i
5 THE WIDTH OF THE END OF~EAP~I~M THERETO RECEMNGCOHAN~L 51 t- wlon+ aF THE RFCErvNG z ~ L THIS DETAIL CAN BE USED pNLY AFTER PIPE
6. ALL SUEA;RADE FOR STRUCTURE TO ~ COMPACTED TO 95t OR GREATER, ROADVAY HAS BEEN PAVED, /
T. THE PLACNG OF FILL. Em#R LOOSE OR COMPACTED IN THE RECErvING i B B 2. ALL STpNES AND SEDIMENT NEED Tp BE CHANNEL SHALL NOT BE ALLOWED. ~ REMOVED FRpM INLET/PIPE CATCH BASH /
CURIES W THE HORIZOPfTA1 ALIGNMENT OF THE APRON ° r 8. NO BENDS OR 1 SIT FENCE
wR1 BE PERNIITED i
9. DEPENDNG ON SOIL CONDITIONS, WASHED STONE OR FlLTER fABRIC ~ PIPE WILL BE NECESSARY UNDER PoP RAP 20/-- p wASNEO STONE
10. ANY Dt'IURf1m AREL FROM END OF APRON 10 RECIEWIG CHANNEL VASHED STONE 3/A' STEEL PLAtE PLAN VIEW ~ 6' f% N GWINELS, Rou Ollf 4IRIPS OF MAT PARALLEL TO iNE
MUST BE STABILIZED. w`~ GRAS w PLACED IN GEDTEXTILE BAGS 1Y MIN. DIRECfgN Of fLOw AND OVER TEE PROTECTWE MACH
RIP RAP NCI 6~OF~STONET USE NORTH AMERICAN GREEN SC-150 OR P-300
I I H '-4. TEMPORARY EROSION CONTROL BLANKET
R~A51716
NO. DATE OESCRFTMYrI IsEVSDNS pr,~ No. DATE ascRVTloEI
I e/OD ADDED N01E 2 ~ No. DAtE DESCRwnoN NOTE: -uYEa a nLTEP FAaac Furl SECTION A-A _
I 599 NOTTS 9 k to RErOr:D WASHER MNIMUM H.2/1 PPE DNTETER APPROVED DATE APPROVED DATE 1 ANCEIOR W1 N AOCORUYICE 12-NIGH C'-'
S10NE SECT. B-B SECTION B-B APPROVED CHARLOTTE -MECKLENBURG 1 Yr/ YWIFACTUREA'S SPECF1CA1gN5 O~LAp r I _ JOIN SIRIP$ BY ANCEIORNG
N DEVELOPMENT SAT H BASIN ~N~ET ~R~TE~TI~N ~ LAD ~ ~ CHARLOTTE -MECKLENBURG SILT FENCE ""D °~`~°PI"G
CHARLOTTE -MECKLENBURG STANDARDS 30.15 ND DEVELOPMENT Q 30.15 LA STORM INLET SEDIMENT TRAP
IEVELOPMENT RIPRAP APRON AT PIPE OUTLETS LAND l STANDARDS 30.09
STANDARDS 2D 23 GENTLE SLOPES STEEP SLOPES - W
vAPoAeLF As DrLECTED Br THE D+DRrEfR 100 Ibs/are toll fescue FLw NSTAtUT10N Of IfTTNA, AEC WTTN;, I
sTTn Posy 6• Ma SEEDING 30 Ibs/are Sericea kspedezo RWRM SIZE TO BE DESIGNED BY ENGNEER. ~ ~ S MASHED STONE PRODUL~S OESIfiED TO CONrROI ETN%Sgh SEIOUID BE NSTALIEO N ALCDRQwIOf /IIN WMfACRAIER'S MSTRIC~IOMS. ANY IYS CR BIMN4T-'~E PPOQA'T USED AS A PRDIECTME EAACH SMAAD PNpF1E CCMDE OF AT LEAST 30x OF iEE B Sl1RFAtE MERE rt 6 APRIEC NSTKUTKNI 5 U1ISTkUED AEI(M
ww[ Fnrcr~c I - i MIXTURE Ibs/acre of toll fesue (unscarified after August 15) s ~ 10 Ibs/ocre Kobe bspedeza I. iWPLT UE. FERTL12EF Ar( SFEL BEFOR[ WTI1G TEE 1ET OR WT
p 1818181 A A 2. START UY?D TIE IE1 F#Or llf TOP OF 11E CgwNEI OR SiDPE AND UNBOLT a DOMN 11E GRADE. LLLCM NEfTNf. TO UY LOCSELT ON TIE SCl OI MAfl1 CAER BUT ININOUT MTNKLfS-W NOT STPETCx
FALL August 25 - October FALL: August 25 - October 15 ¦p.~fN fYTFA FABRIC Late winter: February 15 -April 15 Epte winter February 15 -April 1
'T' ne add To extend spring seeding into June, add II 3 TO SECUPE TIE NET, BUh TEE UPSLOPE EMO N A SLOT OR TREIICN NO LESS THAN 6 NICEES DEEP. CO%ER MTN SDI, ~ AND TAMP F1NILr AS $IDMI ABOrE SbPIE TEE NET EVERr 12 rlcxES ACROSS THE TQF EI!D AND EVEFrT 1 FT MIOlRO j TEE EDGCS AND 807TOM ¦EE% 2 STRVS OF EET ARE LADS ~~BE STS ~ Cfl1TER, EY2FY~l
~ ? SEEDING To extend spring seeding Info Ju , 15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled Bermudagross I~ it ¦ r rw w Rwwt rrlw~ wrRr DATES 3 r1GIES AAD STAP,.EG YGGETEER f.AOx SiRC OF NETTIIG
uAe i A R: Y RN IRL p,U4r ref[ i Lrrm r Y RB+iw. RAaslMUaarLRa>ewia Gverseeding of Kobe lespedezp over fall-seeded Overseeding of Kobe kspedeza over foil-seeded raASrrrPAU~numsewttlm toll fescue is ve effective. I-SCEdtd NOT STREEC>, TIE NET mEN Ma.n+L STAPLES t -O~ MLN._ I / TO JON PNO STRPS Q!T A 'RENC>t TO ANCMM TIE [EO OF TEE NER LET OVERAP TEE E1D `vf TIE oRfv10115 ROLL ,e NpES. As SEIOEM ~BO.C. AND STAPLE EVpn a MpES usr BE1DM' tEE ulaloR star
wRSw~~~T~~~aaR~imrar tall fescue is very effective. ry r roa Isr r, rri i
wAnrr9 90N t~ R~ sRa POST SEEDING Apply lime and fertilizer per soil rests, or 4000 Apply lime olTd fertilizer per soil rests, or 1000 B ~ ~ NSPECT ALL MLADNES PERIOErh.~ ANG AfTEJt RAI6TOFN5 TO GECx rOR Rll ER'ri701A oESi.OCATION DP iAElAE- Of IOOO SPUNAT CREST + S EM4fD STONE P NEEIE EAOSlON 6 OlSFRK2. AP? ADDITDNAI YJILlE E rASEOUT OCtU6 NEDM M wAPE CEVDE, RE3EFD AE4 I, PEEf$TAiI YAr]+. COMIEMIE rfSPECYp( UNSL rEGETATgN IS FENIr ESTAF1hEED.
rRE PENpIG Ibs; acre limestone and 1000 tbs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/ocre 10-10 10 10-t0-10 ~
AMENDMENTS fertilizer ~ /s rAStEO srac nTT>i rAwAC fertilizer. RP RM FLON ~I a
E 51iV1 BE A MNMUI a Sr w wpn+ AND ~ df`" rITER FABRC FEnc ~ sHAl1 INVE A rNAlur a 6 LwE wrlES wrM ,2' sur SPACwt to ~ ~ H ~ a rte ~"rr-1 ~ari frr~m, ,l^, L'`. ~)f F')~?St(~: I ~!ic,,, ,.~~I,- ~ _ . _ ^y -
t wDOOr nrrR rAemC eE usm wHOE s?r FUICf e m FIEU1w e NOTE 1 FOA A PEAOD a MORE TiMN ~ DAYS R i~ agrouse I
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1 ocre, a ground ~ srm POSi9 SHALL e[ e'-o' w NDONT Atr eE a rHE sar-FASTENER ANGLE slEEl TYPE. cover sufficient to restrain erosion must t>e planted a provided within 15 working days or 90 calendar days. t (SP4rrYE I MN 2/7 STNEAM MOEN / ~
A wrE FiOClW sHN1 ff AT urar Iw GADE ReN A wAw a e urE wwa WfIH 12' Sur SPALNG. ANp10R sKwT f MrrNN i
5 TERM SAi FENCE UP SLOPE AT EMTA N LEU a BWYNG suirr, r o' 9cIRt 6• ,w,,,~ NOT ~R ruarnOwN. Graded slopes and fills-- Within 15 working dogs Or 30 calendar days, or completion of any phase o1 grading, whi< ver - whi vet SFCTIt1N B-B - - g, the
e wRE 1ESII SITYI eE rN. 17 o1GE wnN WrrAr IY oPOOrGS M FY91ED STONE MAY i IA[D I ¦NE ~ wAVm s10NE rtl ~ REOIRII® AND N0w0 DN ~ `1Of period Is shorter, slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain ent to restrain ! ++^~'~`~'A"'P H I MN. EE1DN ~oNEST j swot .ton 1~)
A AT TDE a surer owtArR TwN To rar ~oNrAL n I sLDVq oR ALONG wLmt wuRSfs erosion. ~ ~ a ~ 4ArES
B AT DENWED LYrS MIEII[ A KOUr[D UMD6R~D rVFUr e !G F1ET OR IlSS AWAY FEY~IONS ~P4AP O
6. OANL9E SAFETY FpIC4 b REaAKD AT Ma(~ SlT R)Cf I iRTER &PAIERS SWdI B[ 16PECTED Br THE FRWICWLY frNM S R.) MIDI ORApIG IS ATALAC'fJfr 1D SrY euFwLS RESPONSRIE PAR1Y M NFS AODR AIEDMTELY AETFR FA[N N0. DATE OE9Cf6PIgN OR wEnAMD6 (IEfER TD SwM BLRER Q~BN[5)~ RAwFALL Alq AT IFA61 QlY DIAtRG PROLONCID RYfALL SECTION A-A
ANr REPANS NEI:VED llrl rt 1110E IIWEDLI7ELY. Z SHOULD tHE flepr. OE~~ NO 84tRfR65A1L K~~'sror~~Tx APPROVED L1ATE N I r--!, v RfNI5ANIS =D DATE No. atF oExE>tPTION i >i
OF 7NE EXPECTED USIL[ FABRK SHALL BE REPIALm FRCAPTIY. i
' °~f15 SM°,~ ~ RDgKD AF1ER FAtN sral~r EVOR a SIT CHARLOTTE -MECKLENBURG n31CE sIaAD eE T1EY lusr eE Frrolm wNO1 Dao91n REAM L [ I ~ APPROVED DATE Y 4
I APPFrox. Iwrni WLT~RMCLa ~19wu~i ~ a~ctiTSmrnrra~w H V NT ~ C 1 f ~ L_ L' V L PLADE ~ LAND DE ELOPME S E E D I N G ~ _ a ~j
TEMPORARY SILT~TREE FENCE ro THE rxmwc ~L.«. STANDARDS 30.1 ?A I 30 t ?A OTTE -MECKLENBURG D ~ ..h><r y CHARL
- i - LAND DEVELOPMENT TEMPORARY ROCK CHECK DAM
AS 0/IEC1ID BY THE ENGINEER v~~ STEEL OR w000 POST (6, MAX.) STANDARDS 30. t ;TA~$ r5 vA'xE0 :Tr71E~ rl//' TD IiY GRID GPENBiG> ~i.L~ 7 h-i
TEMPORARY SEEDING FOR WARM AND COOL SEASON ~caE EE;N c TE BLa% a1CRE W
w Y. FITER FABKIC ~ ~
.I o~ ~ EARLY SUMMER SEASON STEEP SLOPES an
n G V w0YE111 nlrER FABRK O ~ 6• 5e MN. W ~..r, PUBLIC STREET
H F~~ SEEDING 120 Ibs acre R e ~ ram) a w
~ 40 Ibs/acre of German millet / Y l9 Q kLlx?URE 80 Ibs/acre of toll fesue 8U Ibs/acre tall fesue a o ExIS,bIG c3tOLiND r , l~
2S ~ - ' 3 ~ ANCHOR SHIRT 6' MRRNAI SOIL STABIUZATWN FABRIC l T 1 ~i•) UNDER /S WASHED STONE ^1
b ~ Ma 1 - Au ust 15 October 25 - December ~0 Y 9 12~ ppi~pp p~T i ~ VITH GRATE W ~r l
N LEU a BLanNC sKIRT, 6• a ~S wASNEp sTONE WY BE usm Between December .30 -February 15, ~y V Mx~. W W
o1fR TURNDOWN SEEDING Referiilize if growth is Hat fully adequate, nLm+ FAewc FENCE swu aE A ~ of N wD>N AND add 50 Ibs/ocre of annual Kobe lespedezo espedezD ~ ~"N h'~'~
n rs~IRU NOTES, S,auL HAVE A YFRILIAI OF 6 l)IE wELFS wml 12' sur SPACNK.. DATES - - F~ ,nl r--- REVTSEONS IEAVr
WOVEN F1LT19t FABRIC i USED METE SLT FDIC£ b ro RflMN Apply 4000 Ibs/ocre straw or equivalent Apply 4000 Ibs/ocre straw or equivalent Fpt A PERIOD a MORE 1NAN ]0 DAYS. hydroseedinq u NO DATE DESCRIPTgN SPEC>FN AFaUCAi1CN TxiS AETHOD Of INLET PROIECTICII IS APPIICAdE YrIFJEE ~ ROMS ARE EJECTED AID MERE OVERFL0IM CAPACITI' 4 ~ - r T E%CE59vE PONDrIG AROl1NO 7NE STRl1CTURE w O
1 STEEL POSrs SWLLL BE 5'-D' N FElCrrt AND BE a TFIE hydroseeding _ sELf-FASTENER ANGLE AFFL TYPE ~ ~ NEr£SSAR TO PREAEN ~i . ~ DATE ~ w or 2000 ~I ~ APPROVED N
~ rooD vans ywu ec s To T F[E1 N Nparr ulD 1 ro ~ I lime and fertilizer r soil rests, or 2000 NINES N DvIL1EIER. wRIE rA9eC SHALL BE FA5tD1ED m s~ ~ wo00 PosT SEEDING Apply lime and fertilizer per soil rests, or 2000 App y De 3 10-10-10 I rT W O
woopDL Post wml NOT LESS tliMl p wIa srAPLDS T-I/z' LONG. ~ Ibs/acre limestone and 750 Ibs/ocre 10-10-10 Ibs/acre limestone and 750 IDs/acre 10-10-10 s WASHED wart sLVU ~ ~eD ~ sNrrr rFE11 ~ FocE I AMENDMENTS fertilizer. _ -r- CHARLOTTE -MECKLENBURG BLOCK AND GRAVEL W e~'
` IS uSED Ap1ACENi ro A CNA?Ip, CREDO OR voND FABRIC fertilizer. _ _ 6 TURN SILT FENCE UP SLOPE AT ENDS ~ LAND DEVELOPMENT j c ) INLET SEDIMENT FILTER E'~
7 WHEN FABRIC' S USED WI1H wRE MESH B' CENTERED POSTS WY BE USE ~ ~ Opp r>~s S i ~TCNE 30.07 R sow ELT S,uLL ~ Loa>FD T STANDARD _ ~
b 4 fi ~ ] 1. FETER BMKIERS SFIA11 BE MSPECTED B+ SITE FNANCIMlY Py 1 A S1AEtJIED ENTRANCE PAD OF /5 WASHED STOLE OR A4 T iRAiFIC Nll p1TEA OR IEAVf 11# CONSTTN1CilON SIZE ON10 A PEEEJC STREE ~ G j jyA
= RESP01461E PAR1Y OR N6 AGENT R11EDN1ELY AE1FA f1+CH p~ gAlI1FALL AND At LEAST DAILY OUTING PROLONGED RAI6NL. 2 iliE7E FABRIC OR OO1iACTED pR)9ER RtA+ STONE MAY BE USED AS A BASE FOR TIE LONS1RUCnON ENTRANCE ~~~~~~l~r(~!I{r YARETANED N A COEDITIaI RIECII MLL PREVpIT 1RACgNG OR FIOMNG OF SEDIMENT Q EF~ rrr•
AHV REPApS NEEDED SNKL BE MADE PdEDNIELY _ 2 Sr1aU.p THE FABNG OECOI~DSE OR BECOLE wEt'fECfIVE PRIOR TO THE E11D ~ IIEV610NS 3 TFE ENTRAlKE SIIAII ~ T Y PERIODIC TOP DRESSING MTN ADDITIGNAL r' ON10 PUEEIC S11EET5 OR E>aSMD PAVEMEN TENS W REOlJ1E ~ r STONE A$ CpI01TgI1S MIRRANT AND REPAF OR CLEA110UT a AMY MEA9INES USED TO 1RAP SEDYENT Za ~ • O
a TVE F?PECTED UB+BIE LIfE AND THE BARKER STi1 5 NECESSARY, TNF ANCHOR SKIRT 6" MwWUM N0. DATE OESCRP110N r 4 ANY $mRQ1T SIRLED, DROPPED, UASNED, OR TRAG((ED ONiD PLlM1C STREETS M115T BE REMOVEC IMEAEpATF1T • i i , Zit '
S FABRIC SWW. ~ REPIACEO PROMPRY L. N0. WTE DESCRN'TION SEDR,IENi OEPOSIT5 SHOULD BE REMOiED AFTER EACH STORM EVENT OR SILT . c-~ PENCE SNOIRD BE REPLACED. TIEI IA1ST BE gFAlO1fD'rMEN DEPOSnS ifEALlI APPROVED DATE 5 N1EP1 AppROPIEMIE, MEEE4 IE1ST BE CLEANED TO RE]EOVE gp1EDIT PRIOR TO ENIERMG A PUBLIC STREET. MEN r ~ r~ JED DATE WASHING IS IEaR1ED, IT SHALL BE DOES IN AN AREA STAflUffD MTN CAUSEIED STONE M1CN GRANS NTO AN
H APPROk. !11(f 1HE HEIGHT Of THE BARKER. Altt' SEDNENr DEPOSITS RElWMIG w - REVTSDMS APPROVED SCA6ET SASH SEE STD. NO JO.t16 r ~ I V N0. DATE 0[SCRWTIOEI 8 SOI STABIIIATIOM FABRC (AS SREgftED BY THE DE9GMER) gUt1 BE USED. iI~ ~I { ,
a 1 ~ PLACE APTER iFE SILT FENCE 6 REMDIA:D SIfU1 BE DRESSED N CONFORM , _ _..v_ _ _ ~mmn vnnvr c+1roTtD!` ~ I- r- n I n I r C1 ~ I I ~ F~1 ~ C
rv TO THE EXISTING GFAOE, twt~w My xw u APPROVED DAIt (,nA!(LV11G _ MGI,Al,G1~DVI~u 1 6 ¦IISIRU D~Ui ]~[t 7 000T WAY REQUIE A STANDARD CDMIERCUI DRfAWAY (STD. 10.14 ! 10 ri) TO
h - LAND DEVELOPMENT ACCESS W CDN5MUCT4N STE 6 THE DRIWWAY tS ON A TNDRDII(}iARE A. O.1 JB APPROVE[, DATE
STANDARDS ( SEASONAL) 0.1 7B CHARLOTTE MECKLENB uRG i
LAND DEVELOPMENT TEMPORARY SILT FENCE _ 30.06 STANDARDS • URG , CHARLOTTE HECKLENB
J1 L7 LAND DEVELOPMENT STABILIZED CONSTRUCTION ENTRANCE o4- STANDARDS 30 l --A
Y T'
1.

~ w ~
j:
r---
a
RISER #18 CREST 396.5
INV OUT 688.3 ' a Details Pond ~ Pr~ipe~l Spiway Deta~s Pond i3 ~ o Y
INV IN 692.0 (2 72' GRATED TOP ~ n
GF TOP "l"'~ W A PIPE =CMP _ LL
MAT RIAL RKMANSHIP SPECIFCATIONS U b 01 TRASH RACK SEE E /WO _ O q m ~
- 00 - - EL=698.5 ~ EL=691.0 ALL PIPE CMP tltl 5 SEE MATERIAL/WORKMANSHIP SPECIFICATIONS ~ r~ ~ A
N01t ~ N b
t.5' - I FAliftICATE RISER, ORIFCE (LOW LEVEL), BOTTOM ~ ~ AIN PIPE AND FIRST SECTION OF OUTLET el ~
~ NOTE. ~ ~ - Plnl AS ONE PIECE. ~ FABRICATE RISER, ORIFICE (LOW LEVEL), BOTTOM ~ V 0
EL¦692,0 6920 EL=690.00 GRAIN PIPE AND FIRST SECTION OF OUTLET r•-r a0 0 Tp' 15' PIPE AS ONE PIECE. Gj++ ~ ~b
q U
2' DIA 3 4" DN. W A / - 15' 10' N q ~
fES#19 0 0 ~ WELD OR BOLT ALL q x ~ ~
- - WELD OR BOLT ALL SUPPORT GUIDES TO 36" DIA. 0 SUPPORT GUIDES TO TO RISER ~ ~ R1 ~ L` „
RISER ~ ~ a~aa ~
PO 1 EL 692 0 "~o ~.°'.a~~
WATERFALL #1 TOP EL 689.0 EXE'ANS10N JOINT DETAIIS ELn8883 EL=688.0 di a W ~ W a EL=888.0
F 69 NOT TO SCALE a e
0 36"AL CMP 1.' , POND #2 EL 689.0 1.' •
- ®0.50 % ~ 3.25' EL=688.3
8" CONC. " - - - SLAB 0 -g 6" CONC. a 4' ' a y
POD #4 EL 687.0 ~ APPROACH 1. ' 4. a d
SLAB ~ Q _8 3 - j4 REBAR 0 CONCF 6' O.C. 2.5 ~3 REBAR 6' O.C. CONCRETE FOOTING 4. ~3 REBAR ,
_ 60 DEC. SPACING r~ ~ ~ BEND AND WELD TO 4.82'X4.82' 3 REBAR 12' O.C. Single Piece Bar a
/ OUTSIDE OF RISER PIPE / 0 _6. fPE ANTI-SEEP COLLARS 3 - +4 REBAR 0 CONCRETE FOOTING
60 DEG. SPACING 2.5' x 2.~ - ANTI-SEEP COLLARS
' " ~ _ 6" BEND AND WELD TO ~ 1o BcaN OUTSIDE OF RISER PIPE ~ b 80111
8 CONC. j' , SLAB N
- I me enc S 'llwo Located ri ht bft Side of Dam Looking Downstream ANTI-SEEP COLLARS Emergency Spillway Located (right) (left) Side of Dam Looking Downstemam ~ SEEP COLLARS r9 Y p Y (9 ) ( )
_ ANiI-SEEP COLLARS _ _ 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 T Type: CMP 0 -8 72' 0 Dom Dam T Typo; CHIP Dam Dam [7 I Nc ~ CMP
T No. required: 2 fit c' 24 ~ No. required: 2 /0°0° Q~ Max. Sto a 50 r. 0_ Y ~ o rod: 2 ttat+° -Max. S _ e 50 yr. 6ntr ~ 10' Ou - - - 9- - Y 2.4' - 0a H c0 -
RU POD 1 AND 2 ~ PROFILE E~ ~ 15~ - - - 2.4' ~ bef } Z ~ Z Control ~~ri 0.62' ~ Control 0.28' as a c ~ rv
SCALE 1 40' H, 1 "=4' V 2 --72- et --24'-- ~ W _ ~ p Leo pitudinal Section ~ I 20, I Longitudinal Section 20~ --•1 3 U J t,1 ~ \
- _ - - - 0'-8" t ~ Cross Section top wwn, Cross Section ~ 2 U ¢ W ~
1 -6 Constructed Constructed Top of Dam X10 Constructed Top of Dam ____8. _ q U y A ~ ~ Add ~ X for Settlement Add X for Settlement _
8" CONC. 0~_B. ~ ~ ~ Expected Higl Ex ted Hi hwater - I v Settled Top of Dam -Elev. 700.4 Expected Highwoter - Elev.891.78 Settled Top of Dam -Elev. 892.40 P~ 9 E e .898.82 -
SLAB 2" Pipe Oameter 38• Riser Pipe Dian Crest of Emergency Spillwoy -Elev. 698.00 3Lpipe Diameter 12' Riser Pipe Diameter Cress of Emergency Spillway -Elev. 891.50 f8~ Riser Pipe Diameter /
RISER #20 Pipe Invert Elev.896.5 CREST 391.0 EIev.892.0 Crest of R'roe~ 1 1 Normal Water Level -Elev. 892.0 Pipe Invert EIev.891.0 / 1 1 Nortnol Water Level -Elev. 890.0 Elev.896.5 / SLOPE EIev.890.0 - ~ stOPE Crest of R'roer 2 5 C/L SLOPE - Crest of Riser 2 5 C/L 2 5
INV OUT 688.3 ~ 2 EIev.888.0 FES Invert / Ebv.888.0 FES Invert
3 INV IN 690.0 (3 4") 38' 38' 20' 20'
0,-8. ti 694 p;~ - 1'-6" TYPe ? Cut Off Pipe Diameter 8' Cut Off Pipe D'wmeter 38' - V 1 Core Seal Type of Pipe CMP Coro $eo1 EIev.888.0 Stream
Type of Pipe CIS EIev.888.0 Stream Concrote Footing _ Exact Depth to Channel Bottom Elev. 88.3 Pipe Invert Exact Depth to Channel Bottom ~
8" CONC. Concrete Footing SLAB 0'-8" Else. ~ Pipe Inv. bv. ~ Pipe Invert 10' Be Determined (Instoll rip-rap per Be Determined (Inatgll rip-rap per
- - _ - _ 12" CONC. WATERFALL #1 ~ DEPARTURE En sneer Dur- radin Ian By Engineer Dur- groding pbn) ~j ~ 9 9 9 P ) i Construction mg Construction ~ b 8o1b ^9 Nos b 8x11
„ A Instoll riser boml assembly I POND 3 SL B 6 DIP ~ I upon completion of groding assembly Install riser barrel assembly din YECKlEN8l1RG Coun North Carolino upon completion of grading YECRIENBINtG County, North Corolina
~ T and final site stabil'aotion _ _ 690 ~'_p" BEFOP • 9 n final site stob+6zation ~ UNDERGROUND U11LR1ES ~laatwn CHECK FOR UNDER(~tOIkID tlTNlTIES o d BEFORE BEGB+INING CONSTRl1CT10N 81~E Cf~(D~t1YE PAp([UNI BEFORE BEgNNMIG CONSTRUCTION 81E$E Cam( P~ p,~ ^
POND 2 EL 6 9.0 4 r'I
I
- ~ ~--fi- --f----- - I
POND ;~4 EL 687.0 ~ I I ! 8" CONC. 6" CONC. 0'-6" 0
SLAB SLAB - - - - _ _ - - - - - ~ 1 686 E1e) ca+c £L£v e19.e7 ~ Pvc SPILLWAY DETAIL
% INV 688.0 / ~ CONTWUOUS PVC WATER sraP W"'~ sraP POND #1 ~
Q'_8' FACE OF DAY £ OF DAY 7pP OF DAM EL 700.4 i NOT TO SCALE
_ T' All V • - - - - _ - _ - I 111 V SPILWAY ELEV 698.0 ~ SPILLWAY ELfV 698.0
5 ~i I~' ~ CAgO Q'i ~ ~n~~yw.
~'-6" SPILLWAY 510E WALL ~ , r- I I ~ ~ r SPILLWAY SIDE WAIT 4 ~E~ I I ~Iql I I , , y. E"~ SET AT 3. t SLOPE SE T 3 ROPE !Q i7 rn
- cal~ACTED wec;RADE .Q ~ i V1 ACTED SUBORADE „OIpACTED SLIBfitADE , ~ ~
10 93x STD PROCTOR 95X STD PROCTOR TO 9SX STD PROCTOR ~ ~ A 1 i H 11STALL REBAR 1' OC 6' CONCRETE SPILLWAY MSTALL /3 RF9AR t' OC 6' CON(ytE _ SPg..w = ~1 ,
~ y ~ • O 7 ti~
1+00 0+50 0+00 3+00 2+50 2+00 1+50 sPnl,~eY sECr?ox 9 ~ SPQ,LIIAY SSC'fION
1 AND 2 PACE OP DAl[ TOP OF DA~1 O
U POND PROFILE THR F--i
" SCALE 1"= 40' H, 1 =4' V
ROCK DAM DETAIL I SHEAR GATE STEP YAY p~'Y,,['~~ gay Pond
SECTIDN A-A I BE PLACED INSIDE TRASH 72• RACK
GRATEC TOP
~ ~
I EMBANKMENT I ''S' ALL PIPE -ALUMINUM CMP
TOP ELEVATIN DF ST(TRMWATER TOP WIDTH - 5 FEET MINIMUM I I SIDE SLOPES -MAXIMUM: 2:1 UPSTREAM SLOPE I I Tff Df ABUTMENT 6, 3:t DOWNSTREAM SLOPE I i I j EL=688.50 l SEE YATERML/WORKYANSHtP SPEC~ICATK7115
ELEV 663A I I 1 ~ TRASH RACK x i 8• DU.
~0 N T AN T A T 2 FT ABOVE THE I I ~ SPILLWAY ~ ROCK ABUTMENTS SHOULD EX1E D 0 ELEVATION A LE S I
ELEV 68L0 ~ SPILLWAY. ABUTMENTS SHOULD BE 2 FEET THIOK WITH 2:1 SIDE SLOPES. THE ROCK I D MIN, - ABUTMENTS SHOULD EXTEND DOWN THE DOWNSTREAM FACE OF THE DAY TO THE TOE, AT (MAX.) 2 LEAST 1 FT HIGHER THAN THE REST OF THE DAM TO PROTECT THE EARTH ABUTMENTS I ~ CONCRETE ~ l ~ FABRICATE RfSER, ORIFICE (LOW LEVEL). BOTTOM TOP SPILLWAY EL=687. ~ / DRAIN PIPE ANO FIRST SECTION OF OUTLET
1 3 (MAx.) FROM SCOUR. I I ~ SPILLWAY 698D PIPf As ONE PECf.
T T ~ 1 I NCDO e5 OR PR I SEDIMENT STDRAGE 15 VASHED Si OUTLET OTEC110N CONCRETE FOOTING I 29' 32' 32'
A ROCK APRON AT LEAST 1.5 FT THICK SHWLD EXTEND DOWNSTREAM FROM THE TOE OF (
u THE DAM, ON ZERO GRADE A SUFFICIENT DISTANCE TO PREVENT CHANNEL EROSION, OR I ~ A DISTANCE EQUAL TO THF~ HEIGHT OF THE DAM, WHICHEVER IS GREATER. I WELD OR BOLT ALL I o SUPPORT GUIDES TO
ROCK FlLL I ROCI( SHOULD BE WELL GRADED, HARD, EROSION RESISTANT STONE WITH A MINNdUM d I 'I .i RISER r l
E'~~ SIZE OF 9 INCHES. I I EL 679.0+- EARTH I l v
PROTECTION FROM 'PIPING' I a I ~ 24' DIA i APPROACH APRON ~ EL=875.50
TO PREVENT Sql MOVEMENT ANO PIPING UNDER THE DAM, THE ENTIRE FOIMIDAT10N DEPARTURE APRON ( INCLUDING BOTH EARTH ABUTMENTS MUST ~ COVERED BY FILTER FABRIC. OVERLAP t FT SET AT OX SLOPE SET AT 2.5:1 SLOPE 8' ~
SECTION B-B AT ALL JOINTS, UPSTREAM STRIP OVER DOWNSTREAM STRIP. SPILLVAY ABUTMENT SHEAR GATE 8•
BASIN DEWAIERING THE ENTNtE UPSTREAM FACE OF THE ROCK STRUCTURE SHWID BE COVERED KITH FlNE WAY SIDE WALL SPILL
GRAVEL (NCDOT X37 OR /5 WASHED STONE) A MktlMUM OF 1 FT THICK TO REDUCE THE SET At 3:t SLOPE EL=676.00 M a W7
z TDP ELEVATION DF STORMWATER DRAINAGE RATE. a r ~
~ TOP ff ABUTMENT 6' CONSTRUC110N SPECIFlCAIIONS ~ ELEV 683.0 SPILLVAY ABUTMENT 3.25'' ~3 REBAR 6' O.C. ( • W
~ 1. CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP OF ROOTS AND OTHEII ' ' d ~3 RE84R 12' O.C. Sin le P'bce Bar
v SPILLWAY ~ ~ JECTIONABLE MATERIAL. DELAY CLEARING THE RESERVOIR AREA UNTIL THE DAM IS W ELEV 6H1.D 5~ D MIN. ~TptM a 9 a z
u (MAX,) 2 3 (MAX) ~Py, ~ 2. COVER THE FOUNDATION AREA INCLUDING THE ABUTMENTS NITH EXTRARSTRENTGH cn 1 SS FlL1ER FABRIC BEFORE BACKFlLUNG WITH ROCK.If A CUTOFF TRENCH S EQUIRED, 3 - j4 REBAfi 0 CONCRETE FOOTING 1. a H
T • 1 `F EXCAVATE AT CENTER UNE OF DAM, EXTENDING ALL THE WAY UP 1HE EARTH NCDII s57 Qt 60 DEC. SPACING 4. 'X4.82' I- P 82 ANT SEE COLLARS F..~ BEND AND WELD TO Nd b 80111 W
SEDIMENT STCXtAGE eS VASHED STONE ABUTMENTS. APPLY FLTER FABRIC UNDER THE ROCKFlIl EMBANKMENT, FROM THE UPSTREAM EDGE OF THE DAY TO THE DOWNSTREAM EDGE OF 1NE APRON. OVERLAP FILL OUTSIDE OF RISER PIPE O x 24' 16' S' 1'1~
~ MATERIAL A MINIMUM OF 1 FOpT AT ALL JOINTS, WI1H THE UPSTREAM STRIP LAID OVER 10' _ , ~ 2~' CNP THE DOWNSTREAM STRIP. Emer enc Spllw Located (right) (left) Sde of Dom Looking Dowratregm W ~i•~
c 3. CONSTRUCT THE EMBANKMENT 'MTH WELL-GRADED ROCK AND GRAVEL TO THE SITE ANTI-SEEP COLLARS g .~}'I T N.G. ~ Dom W ~~`~1 Type. ~ ~ - - -Max. Stoge - - T 't
AND DIMENSIONS SHOWN ON THE DRANkICS. IT IS Ii,PORTANT 1HAT ROCI( ABUTMENTS BE I AT (EAST 2 FEET HICFIER THAN THE SPILLWAY CREST AND AT LEAST 1 FOOT HIGHER 74• Q 3 6.1 cc f0•T V No. required. t{0f• 0.25 .1 ^
u~ EL 679,0+- EARTH INV EL. 678,0+- EARTH THAN THE DAM, ALL THE WAY TO THE DOWNSTREAM TOE, TO PREVENT SCOUR AND INV EL 676.0 HARDWARE CLOT EROSION AT TFIE ABUTMENTS. t n i 44' -1 Outief I ,1 Control ~ V
I- 2s' -I TOP aF DAM EL 700.1 ~ ~ ~ Crass SestiOn ` '
SEDBaENT-LADEN WATER FROM THE CONSTRUCTION SITE SHOULD 8E DIVERTED WTO THE BA51N RESERVOIR AT THE iURTFIEST AREA FROM THE DAM. ~T APPROACH APRON SET AT 2.5:1 SLOPE f tpp d IYr Pr~pcb~ h1c ~ tc0 MOM
U SECTION C-C 5. CONSTRUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MM~UAeZE ~T 72' Cor. Ibtal Constructed Top Of DaR {--15j! l~ CONT0NIWS PVC rosh uard rim el. 690.0 Add S_ X ra Seroe^e^t t~
SEDIMENT YIELD FROM CONSTRUCTION ff THE BASIN. STABgJZE IMMEDIATELY ALL AREAS D15TUItBEO DURING THE CONSTRUCTION OF THE OAM EXCEPT THE SEDIMENT POOL. wATER STOP ~ ~ - - i 9 5ettbd Too of Dom -Elev. 890.20
(1) -i 6. SAFETY-SEpMENi BASINS SHOULD BE CON9DERE0 DANGEROUS BECAUSE THEY SPILLWAY SDE wAr v Ezpecled rtpr,water Ein 689.10 W ~ ~.rr (TYP) / SP,t.L ELE 698.0 8' Pipe Diameter 38'aiser Pips Oiomew gyros! of Emapency Spillway -Elev. Q8d8S ~j
SP[LLWAV ABUTMENT ti ATTRACT CFNLDREN. STEEP S1Df SLOPES SHOULD BE AVOIDED. FENCES WITH WARNNG I SET AT J:1 Sl SIGNS MAY BE NE DED IF TRESPASSING IS LIKELY. All STATE AND LOCAL REQUIREMENTS E wAY wALL i F a~ Irtrert I • , , ~ ~ F--1 SPILL SDE ~ + ~ 0 D1 Ekv,688.50 / gppE ~ ^ water Lave1 - Ebv. SET AT J:1 SLOPE / Q2 0 END ANC ELF 696 Ekv.887.00 r Riser t AGPt ~ F~'}}~~1
v z ~ti? MUST BE FOLLOWED. 0 G eet o+ h+~ 3.0 2.5 Ekv.875.50 FES Invert t ~ /
n Q 'VlN MAINTENANCE ~ ~ POND r E1Fv 692c / INSTALi {3 REBAR t' OC j Slid! HlodgatE ar ~
CI#d( SEDIMENT BASNS AFTER EACH RAINfALL REIA()VE SEDIMENT AND RESTORE _ ORIGMIAI VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF 1HE DESIGN ~ FVC ~ ~ I - WATER STOP PVC ~ Q ~ Other SliRabk \ ~ ~ / . : Corstrd Device
MIN. 2' MIN. 2' I-._ V'OLUME• - / i Cut' OM I ^ ~ i ~ ~ ~ Pipe ~~aTeter _ y4'
u - ~ - CHECK THE STRUCTURE FOR EROSKN4, PIPING, AND ROCK DISPLACEMENT AFTER EAGI P01O µ ELEV 6E7.0 ~ ~ ~ SPILLWAY - ~ SICPdFlCANT RA9ISTORM AND REPADt IIMIEDIATELY. - - - 1 - ` ~ T of Pl Core Sea i Ekv. I ~ Elev. 876.00 P' ktvert ~ 8~~w0e' ? Exact Depin to Ctwrvbl Bottom
v - I - R ANY UNST T IMM A Y AFTER THE ~ 6" CONCRETE SPCLw,rr j Concrete roat;ng `1Q'--' Be Oeterrrus,eC (ke10o1 np-rap ptr
- . ~ ~ ~ ~ - ~ ~ ~ ~ ~ EMOVE THE STRUCTURE AND ABLE SEOIMEN EDI TEL 0 ' Rv frorerr 3cw- aru6r,e olsnl
CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN Slit 10 BLEND WITH THE SURROUND" AREA AND STABILIZE. ALL WATER AND SEDIMENT SHOO! D
- - - - - - - BE REMOVED FROM THE BASIN PRIOR TO DAM REMOVAL SEDNKNT SHOULD BE PLACED IN Instop rifer bond osfembry l MECXLEMELM upon cornpietian of grod4N County. !forth Camino APRON AT oz SLOPE /..1
a DESIGNATED DISPOSAL AREAS AND NOT ALLOWED TO FLOW INTO STREAMS OR DEPARTURE APRON - - - = DRAINAGEWAYS DURING STRUCTURE REMOVAL SET AT 0% SLOPE RTIxtE OPE and final Me rtot zotar CN-CX FOR l 0Utf0 UM ES I BEFORE eEaarsic ca raucra?+ atEME CFEW 9SCUME PM DAY ~
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m dW3 = ]did 11b 4"999 inn ANI
~d01 031Y80 0'96 iS360
d01 031"D LL 94 a3SI6 i
a E# Pad ke~S Lt Ind mplea Avm#dS Rd~ I!ad i