20070936 Ver 1_Site Plan_20070801

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CONSTRUCTION PLA 5515 L~`KEVIEW ROAD PANS
D
OLINA
CI~[ARLOTTE, NORTH CARO BCP-07000
DATE: JULY 24, 2007
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BEACON # 18, LLC
9335 HARRIS CORNERS PARKWAY
SUti'E 250
X269
C ,NORTH CAROLINA 2826 CALL 48 HOURS BEFJRE YOU DIG
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DAP?{I~ pR ,...~N~~A~-~ THE JOHN R. ~ S~' _ COMPANY, INC MCADAMS
1-800-632-4949
NORTH CAROLINA ONE-CALL CENTER [CO
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' ~ ENGINEERS/PLANNERS/SURVEYORS RS
)RIVE, SUITE 66
J~11~ f:f1WTWAf:Tf1R CNA1 1 N(1TFV ^IJARTM f!ARf11 IIJA AWF (:A1 1 ^ (1JtMA49dOi01 ~ ~w.~~J••°' 5311 SEVENTY-SEVEN CENTER DRI
war. • • ~.•.mw • • • • r.. . ^ ~~~lw/
NTS AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION ION CHARLOTTE, NORTH CAROLINA 2821 SR [phone] WWW,JOHNRMCADAM 3217
TO HAVE EXISTING UTILITIES LOCATED. )AMS.COM
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR
i OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL".
REPORT ANY DISCREPANCIES TO THE ENGINEERlIMMEDIATELY.
PRELIMINARY DRAWING - N J NOT RELEASED FOR CONSTRUCTION

CMCAGO 11'RE INSURANCE COMPANY METES AND BOUNDS DESCi~PT10N•
GENERAL ~ ~ L N 0 TE S NOTES PERTAINING TO COMMITMENT N0. CH07-0008499 cr)
EFFECTIVE: MARCH 7, 2007 AT & 00 A.M. REVISED MAY 2. 2007 TRACT 1: ~ ~ B~i~y tlwt osrtoin paroal of land located in Chalotta Meddenbu~ *Jenburg County,
1.~ THIS IS A SURVEY OF EXISTING ISTING PARCELS OF LAND. Sq.~~p~~ $ _ ~~~pN ~ ~ MECKLENBURG COUNTY Norte Carolina an the north side of Lakeview Road and being mor \ ~ MONUMENT "919" domed below: sing more particularly PEI
THIS IS A ALTA/AGSM LAND 2.) BEARINGS FOR THIS SURVEY A AS TAKEN FROM MECKLENBUR 3.) ELEVATIONS FOR THIS SURVEY AND TITLE SURVEY. GRID COORDS. Commencing at an existing rebar located on the northern right of Eno 0-4
JEY ARE BASED ON N.C. GRID NAD83 3 -EASEMENTS, SETBACK ONES AND OTHER MATTERS SFIOWN ON PLAT RECORDED IN MAP BOOK 38, PAGE \ N-580863.65 Ldceview Road whero it intemects the saatem bank of Long A-eek, A right of way line of ng Creek, said point 00
:NBURG COUNTY MONUMENTS X729° & "919". 785. INCLUDING A 20-FOOT SEWER EASEMENT, F~oOD REBAR ~ / ~ ~ E-1455305.78 being the southeast comer of Doro C. Cox F~nAy, LLC, recorded i GRID COORDS.~ ^ ~ 14577. Page 760, being located North 79'1233 West 5.475.42 fe N=581,888.79 ~ 3 0 ' Meddenbur+9 County Monument '919' and said point hovin9 N.C. l~Y E=3,~9,9'c7.1$' ~ ? ~ ~ ~~M y Coordinates N=581. 8.79 feet ~d E=1.##9.927.18 fast; thence d :corded in Book
iRVEY ARE BASED ON NA~/U (88) AS TAKEN ONES, AND S.W.I.M. BUFFER ONES AFFECT SUBJECT 75.42 feet from W N.C. Grid
FROM FEMA REFERENCE MARtC 4.) ZONING: I-1 MARKER: "LONG-11" WITH AN ELEV.= 737.79. PROPERTY RS SHOWN HEREON. ITEM 4 -EASEMENTS TO 1HE STATE HIGHWAY COMMISSION RM LONG-11 northern ri~?t of way line of Latcsvkw Road along the arc of a c T ~ t" / ELEV.=737.79 right havMg a rodtus of 1.145.92 feed ~ arc length of 204.65 fe \ ~ f ~ d10M Of SOUtf1 63 6'12' Wes! 204.38 feet to an existing rebar~ 8 ~ / n n • ~ beMg the Point of Beginning: thence continuing along the northern thence along sold W = co of a curve to the py g4 CQ
~ BUILDING SET BACKS: FRONT s SIDE RECORDED IN BOOK 3321 PAGE 3 AND BOOK 3321, ANT 20~ PAGE 5 DEFlNE THE RIGHT OF WAY OF LAKEVIEW 04.65 feet and a ' 0
1E 10' ROAD AS SHONM HEREON. rebar, said point -44 northern right of W z
ITEM 5 -EASEMENT AGREEMENTS TO 11iE CITY OF CHARLOTTE .AR 10' RECORDED IN BOOK 5998, PAGE 440 AND BOOK ~ LONG CREEK WATERSHED. 8325. PAGE 211 AFFECT SUB.~CT PROPERTY MATH .RN IS PARTIALLY LOCATED IN A SPECIAL SANITARY SEWER EASEMENTS AS SHOWN HEREON. JQ~~~ ~ IS LOCF~TED IN ZONE "AE° AS DEFINED tih~ o ~ INITY PANELS 37119C 0106E US 21 HOLDING COMPANY LLC. / ' S D.B. 18177 PG. 227 ~ ~ / / 6X8 80X CULVERT Croy lays of Laksvierr Rood along o curve to the right having o rcd ai ng a radius of z
b SITE IS LOCATED IN THE LONG~~ ~c~ 5.) FLOOD NOTE: THIS PROPERTY I ~~v 9g. FLOOD HAZARD ZONE. IT IS L SITE h`' BY FEMA F.I.R.M. COMMUNITY DATED FEB. 04. 2004. 0~~ ~ ~ h~ / ~ 1.145.92 feet. aid ~c length of 233.93 feet and a chord of Sout ~p ~i ~~c, , ~ RIM 741.02 ~t to c conixate monument; thence South 8932'31 of South 74"52'57" z a 89432'31" West - M W 00
~ S 145.19 feet to o c~oncrots monument thence North 09'18'50" Wes P~ / -~,O / INV.-725.62 to a concxete monument thence South 8144'17' West 223.82 fe ~ S~ ~ ~ ' 18 "HEADWALL '50" West 19.89 feet ~ O
/ concrote monument located at the southeast comma of Dora qm~k >.23.82 feet to a M Z U V ora Clark Cox, •
t~0/ / s'~ ~ TOP-737.3 rocaded in Book 156. Page 31T. thence Isaving the right of way ~ 56 t of wa of Lakeview • y M..., z w x 03*03 38 West C-~
~PG~ S 35'27'12» E / ~ . \ INV.-729.4 Rood and following the Ike of said Dora gark Cox North 03'03'38 ~ ~~..~9' ~ % / 7 134.08 fast to an existing mbar. thence North 50'18'30" East 26 >MH ~ ~ PALACE BROTHERS MASONRY INC. a^ ~~i^9 rebar, thence North 6442'25' bleat 237.50 feet to a East 260.56 feet to z 0 p .b
°i''~"'~ ~ 6.) REFERENCES: D.B. 14577 P.G. P.G. 760 , D.B. 1458 PG. 317 ~ eet to a new iron O a ~zc O e; thence North v
VICIl~illY MAP P.B. 38, PG. 78 ~~cj OF THE MECKLE NCDOT HIGHWAY G. 785 PIN ~025122Q5 / ~SSMH / / RIM-736. CKLENBURG COUNTY REGISTRY / ~ iNV.-eo~ ~HWAY PLAN 8.1654502. / / 213, 02512203, 02512204, 02512214 ~ / M-736.39 ~ 1 pipes thence North 18'19'26` East 395.77 feet to a atom thenc V.-BOLTED / / ~ D.B. 18606 PG. 85 3241'25` West 663.47 feet to an existing Tron pipe located art t ZONING: i-2 (CD) ted on the southern C z Q
/ ~ ~ '~n' PIN X3733304 ~~s Addie Mae Reames. having o PIN of 02512201; thence long t / ~ ~ ~ X735 \ ` Iine of aotd Remnes North 7149 46 East 313.36 fast (paasiny o P along the southern W W awing a rebar at PQ E"
/ ~ INV.-736.2 2~i8.36 feet) to a point on the east bank of Long Gselc. eoW pai / / northwest comer of VIT, LLB recorded in Book 11229, Pays 803; ~ I. /~J the western IMe of said VIT. LLC and crossing Long Gesk South ~ ~ N INV.-737.7 East 369.30 test to an exi~ny iron pips booted on the west si / ~ ~ DORA C. COX (;rte a{ }fie northwest comer of US 21 Hddk~q Company. LLC. re ~ ~ ~i , F/WILY. LLC. Book 18177. Pays 22T thence aon9 the w~tem ~~ne of acid uS said point being the W W w p ~
To Chicaga Title insurance Company and Beacon ~ 18 LLC: PIN 02512213, 0 This is to certify that this mop or plat and the survey on which it is based were made in 7.) UTILITY STATEMENT: THE UNDE accordance with the "Minimum Standard Detoil Requirements for ALTA/AGSM Land Title BEEN IUCATED FROM FlELD S Surveys," jointly established and odopted by ALTA and NSPS in 2005, and includes Items DRANANGS. THE SURVEYOR MA 1, 2, 3, 4, 5, 6. 7(a). 8, 9, 10> 11(a), & 13 of Table A thereof. Pursuant to the Accuracy UNDERGROUND UTILITIES SHOW Standards as adopted by ALTA and NSPS and in effect on the date of this certification, UNDERGROUND UTILITIES SHOWN HAVE =LD SURVEY INFORMATION AND EXISTING , ~ / 0~0~~, ~~j ~ )R MAKES NO GUARANTEE THAT THE / e- o~ ;e 80; thence along W a O South 30'46'00"
west side of Long z p
LLC, recorded in said US 21 Holding W
SHOWN COMPRISE ALL SUCH UTILITIES ~o~~ j~ ~ ' BR / ~ ~ ~ ~ ~ v D.B. 14577 PG. 760 Company. LLC and crossing Long tk~slc South 09'20'27' East 24 30. ~ t~~/ ~ ~ w PIN X02512214 thence South 35'~S'4Y East 223.77 feet to an e~t~9 ~ P~P, s South 38~6'4~' East X60.40 foot to a poht on the east bank o / / / ~ J`~~1G INV.-738.3 thence along ~ Douro C.~Con Fan~~y~LL ~ ~D6136'36"xWeat ~3q ~ l / ~ 0 ~ I (Pas.ing an existing rebar at 30.00 feet) to ~ existing mbar. th . a / X38 ~ ~ ~ 12X0'03" West 73.71 feet to an e~dst~g Debar; thence South 26 ;ast 243.49 feet; Iron pipe; thence ##lose#
undersigned further certifies that in my professional opinion, as a land surve~ror registered IN THE AREA, EITHER IN SERVI in the State of North Carolina, the Relative Positional Accuracy of this survey does not FURTHER DOES NOT WARRANT SERVICE OR ABANDONED. THE SURVEYOR ~ / J / t bank of Long Creek
exceed that which is spec~tted therein. SHOWN ARE IIV THE EXACT L0 DOES CERTIFY THAT THEY AR POSSIBLE FROM INFORMATION tc~wr~ s. e~ucoM, ~~s L-~4~75 NOT PHYSICALLY LOCATED TH oats tRANT THAT THE UNDERGROUND UTILITIES o CT LOCATION INDICATED ALTHOUGH HE ~ ~ / / ~ % CA~ LLCe :ox Family. ~ / West 128.27 feet Q ••.•~F ESS/p~•.• ~fi
:Y ARE LOCATED AS ACCURATELY AS ~ i / , ~ ~ , • ~12a/-~3~ ebar, thence South
1TION AVAILABLE. THE SURVEYOR HAS / , ~ / ~ . ' 125.01 feet to the POINT OF BEgNNtNC. co~toin&~9 12.61 acroa. m ~,P~ ` > - Pte- ~ P.O.B. TRACT 2 youth 26'29'34" East • acres, more or low. = = SEAL
.D THE UNDERGROUND UTILITIES. , i , , ,.O ~~P~ 12564
~ ~ Re I ~ (TRACT 1) Q ~ Q Being that certain panel of land looatsd in Charlotte. Mecklenburg *Jenburg County, F4
N.C. GRID NAD 83 ~ i ~ / ~ ~ ,~'~~~r G ~ / ~ S 35'26'41" E / ~ ~ - ~ ~ ~ 460.40' ~ ' ~ ~~~r G~ ~f B X ~ ~ ~ ~ ~;~I I ~ North Carolina on the north side of Ldceview Road and being mo / \ti des~x~ed below: :ing more particularly K EIT
~
~ t2 ~ ~ xs ~ ~ Commendn~ at an sxr~tu,g radar io~taa o~ the r?ortn~, r~ynt of right of way line of ig Creek, said point
~ ~ RBR ~ \ " 1 # ~ / ~ Lakeview Road whero it Tnteraects the e~em Dank of Long tareek. \ ~ bein the ~ theost comer of Dora C. Cox Fom~ LLC. recorded i /7~ I ~ ` \ ~ 14577. Pa 760. bein located North T9'12 33 West 5.475.42 fe ~ \ . ~ / M~dclenbu~ County Monument '819' ~d said point having N.C. Gr ,per ~ . - ~ \ ~ ~ ~ ~ Coordtnotes N~581.866.79 fast aid E~1.44~.927.18 f~s~ thence or ti ~ ~ ~ ~ ~ northern ~ht of way Iine of Lakwisw Road aon9 the arc of a a _ alp ~ \ ~ ~ht having a bus of 1.1 5.92 het. an arc len~h of 204.68 fe /P~ ~ I \ \ = ' ~ / ~ chord of South 83'86'12' W~qt 204.36 fast to a~ extstMy robes: t --~J~` \ - ~ \ 1 ` 1 ~x~¢ m r~ tn. o~ of a a~,~e to n~. ant na~~ o ~dWs of 1.~~s sz tip-- F T S P EAM ~I ~ \ 1~ ~ ~ O I~n9th of 233.93 fs~t and a chord of South 7432'57' Mle~t 233.5 \ ~ \ ` I / ~ concrote monument; thence South 832'31' West 145.19 fast to corded in Book
R' TA 75.42 feet from ; N.C. Grid
TRACT OWNER AREA DEED REF. thence along said of a curve to the
1 DORA C. COX FAMILY, ILC. 02512213 72.61 ACRES D.6.14577-760 04.65 feet and a
2 DORA CLARK COX 02512204 1.40 ACRES D.B. 1456-317 rebar, thence along 12 feet, an arc
15 SANITARY ~ i ~ ~ i' ~ / ~ at 233.53 feet to a
3 DORA C. COX FAMILY, LLC. 02512203 6.41 ACRES D.B. 14577-760 SE TOTAL 20.42 ACRES SEWER EASEMENT & ~ , / j ~ j ~ , ~ ti feet to a concrete concrete monument;
CONS D. 10' TEMPORARY / / ~ ~ CONSTRUCTION EASEMENTS , ~ / ~ - Z ~~j~ i ~ ` ~ (DIS ED) ~x monum~n~ thence North 09't8'S0" Wat 19.8 feet to a concret • \ ~ I \ 1 1 s ~ ~e ~ th~nc~ South 814417' NNtt 223.82 feet to a mbar. the POINT ~ ~ ~ U ~ BEgNNIN(~ thenos continuh~ don9 the northern right of way Ih~ POINT OF
D.B. 8325, P.G. 211 ~ ~ • / ' ~~~j~ ~ ~ _ ~ P.6. 38, P.G. 785 , ~ / ~ 2/ j~/ ~ ~ r ~ way line of Lakeview nument at the • •
P CURVE TABLE ~ \ ZONE ~ ~x ~ Rood South 81'46'06' Wat 163.94 feet to a concrete monument ~ ( ~ ~ I ~uthea~tem comK of Dora C. Cox FamRy. LLC. recorded to Book ~ ~ ~ ~ ~ ~ ~ 760; thence leaving the right of way of said Lakeview Road and f ~ J ~ ~ / eastern Itne of said Ooro C. Cox Famq~ LLC North 18'19'26' East In Book 14577, Page 3d and following the z
SANITARY ~ / / ~ ~ i ~ ~ %~i~- !6" East 448.01 feet
CURVE DELTA RADIUS CHORD BEARING TANGENT LENGTH 20' SANI .R EASEMENT i ~ ~ ~ ~ i i . ~ ~ \ ~ 1 I I I to a new iron pipes thence South 6442'28' East 237.50 feet to - ~ ~ / ~ nom; tn«,ca s«,tn so7s~so• wrst 26o.se r at to o~ ~~~9 feet to an existing xisting rebar, thence
c> > o~ 'S~" ~ ~ a . a. S 3• " w ~ o' o4.s ' SEWER EA C2 11'41'48° 1145.92' 233.53' S 74'52'57" W 117.37' 33.93' _ 0.8. 5998. ~ i ~ , ( % / i .sue 5998, P.G.442 / ~ ~ ~ / %o~/ i PIING, containing 1.40
- -~.6. 38, P LINE TABLE / ~ ~ 38, P.G. 785 ~ ~ ' ~ / . / , BRIM=734.1 ~ ~ ~ ` ~ X200 S~A \ ~ \ A I J South 0303'38' Eost 134.08 feet to the POINT OF BEpNNING, con I, ~ / ~ acros. moro a Isas.
~ / ~~j~f /INV.-%j ~ ~ / ~ ~ ~4QE ZONE ~ ~ 1 I 1 ~ 1 I I~~
UNE LENGTH BEARING ~ ~ . - - - - ~ ~ Wenburg County, p~
~1 17.73' N 49'26'10" E \`J ~ ~ \ ~ \ ~ ~`I, ~ I I I N~o~h Carding on tPh~orthf side of~Lakaview Roadtand bein~mo~r \ ~ \ 35LS:W M " \ 'V ~ / ds~cNbsd pelow: 9 ping more particularly
L3 1 ~ N 71'44'4 " W / / \ COMMUNITY \ ~ ~ > p ~ ~ \ ~ BUFFER ~ ~ ` ` _ ~ \ ~ ~ 1 p~,~j ~ I 15 Commencing at an existing mbar located on the nortF~em right of ~ flp right of way line of
~ ~ ~ ENCROACHMENT \ ~ \ ~ ~ \ ~ `11, ~ \ 1 WV ~1 Lakeview Road whero it intersects the eastern bank of Lone Creek. rna Creak. said neint
~ ~ ~ \ \ ~ \ ~ `1 y \ ~ I ~ ~ ~ I I I ( being the southeast comer of Dora C. Cox Family. LLC. i ~ 14577. Page 760 being located North 79'12'33" West 5 47r 5 42~fe ~ \ ~ ~ \ ; ` \I I I~ Mecklenburg County IAonument '919' and sold poMt Naviny N.C. (fi ~ \ ( x Coord~ates N~~B'1.888.7~ fist and E=1.449. 27.18 fes~ th~na ~ ~ ~ ~ ~ ~ \ l~ ~ no~lhern rtght of way Itne of Lakev~sw Road don9 the arc of a cu ~ \ \ \ ~sp-~ \ ~ ~ ~ \ 1 ~ ~t havlny a rodws of 1.~~s az ~ ~ i«~s~n of zoo s~ \ ~ ~ choM of South 63'56'12' West 204.38 feet to an exi~tiny mbar, worded in Book IM4 :R 6
VIT LLC. ~ 75.42 feet torn 04
i ~ D.B. 11229 PG. 803 ~ ~ ~ ZONING: 1-1 ~ ` ~ ~ - • - - • - • - • - • ~ PIN ~0251220F , ~ ~ ~ ` ~ . . th N.C. Grid CO ~ O once donq sold p
Of a curve to the W to 04.68 feet and a
~ O~i~~ ~ ~NCRbACHMENT UNF~i/ =724= >~S g r , mbar, x O
5 43.49' , jai ~j ~ ,50~ . i , ~i = ~ ~ ~ \ \ \ \ \ > ~ I ~ ~ I I thence along the arc of a curve to the right having a radius of 1 ~ \ ~ ~ \ \ ~ \ \ ~N an arc length of 233.93 feet ~d o chord of South 74"52'57' We feet to a ooncrote monument; thence South 8932'31' West 145. ~ ~ \ ~ ~ \ ~ ~ concrete monument; thence North 09'18'50' Nlest 19.89 feet to 0 dius of 1,145.92 feet, .'57' West 233.53 Z, ~ GE'y
i ~ rN mss, ~V ~ / j % . ~ / /jam l/ ~i~ 'ice i JIRAGYI i ~ ~ ~ _ ~ ~ \ jai ~i f = ~ f~.S3-At`~S i at 145.19 feet too Q C/1 ~ z
J monument thence South 8144'17' Nfest 223.82 feet to a rebar; eet to o concrete ~ a a rebar; thence
~ / ~ ~l.Q~/ / i ~ ' INV.-726.6 ' i ~ ~ \ ~ ~ ~ ~ \y ~ South 81'4S'06" Wiat 163.94 test to a ccncrsts monument at th intrs~ction with the eastern rift of way Iins of Interstate 77 th \ ~ ~ ~ ~ ~ \ \ ~l ~I ~I I 76 BEQINNIN(~ thence along the eastern right of way Iine of said pint \ R~ \~~s~ ~ ~ \ 1 ` , I I I I I I I North 30'S2 53 West 159.34 feet to a concrote monument; the \ ~ \ \ ` I ~ I ~ I 0145'40' West 557.23 feet to a concrote monument thence No ~ West 29x09 feet to o co~?~x~t~ monument; thence North 0072' \ ~ ^ ~ ~ ~ \ \ \ 1 / ~ \ 356.08 fast toy an ~cistinq mbar at the southwatem carter of A ~ ~ ~ \ \ \ \ \ ~ ( ~ Reines. Navin a PIN of 02512201• thence aloe the southern I~tn\~ R~am~s North 49'26'10' East 17.73 feet to an exists iron int at the .e 77, the POINT OF
~ / ~ / / / -7sY i ~ / / ~ \ aatd interstate 77 ~ M Oa
?t; thence North once North 01'00'5Y 02 ~y
~ ~
tsr of Addle Mae u" U them line of sold
. ~ o I l~ ~ i ~ ~j ~ %i ~ . ~ _ -~so~ WAO~~/~ ass- \ ~ ~ ron pipes thence
Rn+~'i~1~u" as - ~ ~ , ~ (yy//~~' / , ~ ~ ~ .~2~ P1EA~A~L` (`~I~ III South 32'41'25' East 663.47 feet to o stone; thence South 18'i \ ~~QP-7 s.bo ~ 1 ~ I ~~.77 feet to an exiting rebar at the northwestern comer of D ~ ~ ~ ~ \INV. 50~ '~39. i I Cox. rocordsd in Book 1456, Pa9s 317: thence along the western uth 1819'26' West p ier of Dora park
INV.-723.18/ i/~~ ` / i , ~ / _ / ~ ~ / ,i / \ western line of said
jl i s~~ ~S ~ ~ l~ L ~ ~ III ~l ~,~,RE s ~ ~ ~ ~ ~ ~ P Doro qak Co.Y South 18'19'26" West M8.01 feet to the PANT QF V. 5" 74 .2 ~ containin 6.41 acros. moro or law. JOINT OF BEGINNING,
~ ~ II E / ~T~ 1 1 ~ ~r ~ / ~ / - -v Z ~ ~ l~ ~ ~ ~ ~ r y ~ ~ ` ~ ~ \ ~ \ ACT 3 `~~~~~\I ~ \ ~ ~ ~ \ ~ X x~+ \
II ~I ~j/ ~Q~ / ~ I ~ ` ~ \ ` FRINGE UNE \ ~ ~Mp y ~TR.~CT~2~ ? S~ ~ \ ~ \ A~P~ox. ~oc\ ~ II ~ ~ J
\ \ \ i I ~ I ?6`~ CONTROLLED ACCESS
PUBLIC R/W PER ~S ~ ~ \ \ \ ~ \ \ ~ ~ I NCDOT PLANS
~ 1'0~t
~
~ 1 ~ \ \ ~ ~ \ ~ L`~'.`~~~ ~ C do D MANA(~MENT
~ \ ~ ~6 -r~ cT 2 ~I~ , D.B. 18397 PG. 215
\ ~ ~ ~ ~ ~ ~ ~ ZONING I-2 (c~) LEGEN D \ \ \ \ \ \ a, \ \ ~ ~ ~v PIN X0373305
RBR FOUND S R - / ~ / ~ ~ ~ 15.0' FROM ~ I~ 73~ ~ ~ ~ , ~ CORNER ~9~ ~ MONUMENT AS NOTED O O
BR / B QQ EXISTING MONUME pR~ EIP EXISTING IRON PIP ~ ; ~ R/W PER RBR EXISTING REBAR RON PIPE
tEBAR
RIM-730.78 ~ / J\ \ I ~ ~ ~ \,~S ~ ~ ~ s \ ~ ~ ~ ~ / ~ ~ D.B. 3321 PG. 3 \ ~ O EXISTING CONCRE 1 I ~ ' ~~~1` O IRON PIPE SET :ONCRETE MONUMENT O aj
INV.-721.83 i ~ ~ I I j ~j ( ~ ~ / SET
\ ` # \ - ~ I~ ~ ~ ~ 1 1I • CALCULATED POIN .D POINT O
" RE~NI 1V I ~ \ ~ ~ ...SI ~ 1 ~ GUARDRAIL (TYP.) ~ BORE HOLE
V~4LL ~CA~pp T IN~V.-749.4 \ I Z
~x_X~ \ ~ \ ~ \ I I \ 1~ I ` I I O SANITARY SEWER SEWER MANHOLE
x~x ~ ~ ~ 1~ I ~ ~ ~ ~ ~ ~ WATER VALVE LVE
\ X~ ~ X~x \ \ EPMEM~RAL ~ ~ \ I II I'I 1 ~ ~ WATER METER ~r~ TER
\ x OR IN OM CUL RT ~ I I + I~ ANT
/ , , \ \ ~ ~NV~-~54 I I ~ ~ FlRE HYDRANT
T \ \ / ) \ \ \ 1 J X\ ~ ~ ~ ? TELEPHONE PEDES PEDESTAL j
_ / \ ~ ~ 1 ~ ~ I X ~ JJ I ~ ~ ~ \o n R o E~~,~~~ Box aox V
ADDIS MAE REAMES ~ ~ ~ ~j j ~ ~ ~ t + 1 \ ODDS ~ / 1 1 ~ ~ ~II) ~ ~ ~ X~ LIGHT POLE E O
. ~ ~ f P N~N~O 512201 \ /~yd ~ / 755 ~ ~ ' t + ~ ~ I . ~ ~ ~ I 1 ~ 1 1 ~ / ` 1 ~ / / / l ~ ~Q~ POWER POLE LE
.___~1 ~ , ~ I WOODS ~ ~ / / l , \ ' ~~~P~ , / I I II I TCE TEMPORARY CONS R/W PER Y CONSTRUCTION
` / ` , ~ •~1~ ~ ~ f (I D.B. 3321 PG. 5 EASEMENT
SEWER EASEMENT
~ ~ ~ / / ~,g~~~ \ T 65- ~ ~II II SSE SANITARY SEWER . ~ \ SAC 3 ~ ~ ~ \ ~ ~ / ~ I JI ~ - - - STORM DR ~ ~ / I e m OU OVERHEAD
)RM DRAIN
:RHEAD UTILITY LINE
\ \ ~ ~ / > \ ~ I~I I ~ ~o W WATER LIN ~ ~ ~ ~J / ~ I ~~l' SS SANITARY ~ -X X FENCE LIN _765- TER LINE
_ ~ R R 00'22 9 W \ VITARY SEWER LINE pR078CT NO. BCP-07000
,n ~ / / / I ~ ~6a~
ICE LINE Fu~xeIO: BCP07000-XC
I~1 ~ ~ ~ - ~ r GUARDRAIL ,760- . - ~ =~b5-~--~-\ ARDRAIL DESIGNED BY: KSB
~ ~ ~ ~ ~ _ .760= \ ~ ~ _ \ ~ ~ ~ =7s' , . DR""N HY° BSK
- - - - - ~NVr 47.Y ~ _ -C6NCRE~E f~--- ~...~-TS.S.-.. = _'760-=- _ ~ S8~___~ - - - - - - - - .-..-s~e:.. s-rr.. s~-sr..
F _.--755- . 1- • • • _ L M •755- -757 EOP -SCALE: 1 " =6V
~W • ` • 0 ~F~ • "-rte ---..r r"`...~ 1~ ~-750-"' r-- ----755-- - DATE: 07-09-2007
-751 J ----75 ------753-' _.f- OP -Y, ~
EOP 0 ~ SEW NO.
0 ~o INTI 0 o. INTERSTATE I-77 GRAPHIC SCALE 60 0 30 60 so 120
TRa coy CONTROLLED ACCESS PUBUC R/W
NOT RELEAAIPI012 '%4STR ~4STRUCTION ilMcADAMS

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OWNER: NER: REVISIONS: THE JOHN BEACON #18 LLC Z
IN R. McADAMS
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y 77 OVERLOOK PARK 0 4.0 0.n~ v COMPANY, I 910 ENGII~IEERS/PLA,NNERS/SURV 10 Yq INC*
u 13D 9335 HARRIS CORNERS PARKWAY = ~ z SURVEYORS
LAKEVIEW ROAD ~ n cn v -o tv CO SUITE 250 s ~ ~ moo; o
IS vx o o C , NO= CMOLM cHA CHARLOTTE, NORTH CAROLINA 28269 r 5311 SEVENTY SEVEN CENT .n . ' ~ ~ ` CHARLOTTE, NORTH CAROLINA CENTER DRIVE, SUITE 66 tOLINA 28217
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S'l~ORMWATER CONSTIriTC'I~ON S~'FCII~'ICATIONS
ul
\
!C~ NaIFS B~R'b~ S~QIL AND C4~AiCl'I 1. PRIOR TO CONSTRUC110N. THE ON-SITE GEOTECHNICAL ENGINEER SHALL VERIFY THE 1- ALL FlLL MATERIALS TO BE USED FOR THE DAM SUITABILJTY OF THE PROPOSED BORROW AREA / FlLL FOR USE IN THE DAM EMBANKMENT BORROW AREAS APPROVED BY THE ON-SITE GEOTE f KEY TRENCH/ 1N-51TU 501E SUITABLITY FOR EMBANKMENT. S~IAl,L BE FREE FROM ROOTS. SIUMPS~ WOOD, STON OR OTHER OBJEC110NABLE MATERIAL THE FOLLOWIN 2. THE ON-SITE GEOTECHNICAL ENGINEER SHALL INSPECT THE KEY TRENCH EXCAVATION AS FlLL WITHIN 7HE DAM EMBANKMENT AND KEY TH PRIOR TO PLACEMENT OF ANY BACKFlLL WIT1iIN THE KEY TRENCH. IF THE C~i1RACTOR ;TION SPFCIFiCATIONS ~ ~ I ~ ~ ~ .
DAM EMBANKMENT SHALL BE TAKEN FROM / \ ~ \ A
GEOTECHNICAL ENGINEER. THE FlLL MATERIAL / ~ I I I \ \ \ \ D, STONES GREATER THAN S". AND FROZEN I ~ \ \ \ ~ ~ \
XLOWING SOIL TYPES ARE SUITABLE FOR USE l / I \ \ \ \
KEY TRENCH: f~L AND CL / ~ ~ \ \ GRAPHIC SCALE
CONSTRUCTS AND COVERS UP THE KEY TRENCH PRIOR TO INSPEC110N. THEN THE KEY 2• FlLL PLACEMENT SHALL NOT EXCEED A MAXIMUM AXIMUM 8" UFT. EACH UFT SHALL BE ~ ~ \ \ \ ao o is ao eo ~ o
TRENCH SHALL BE UNCOVERED AND TESTED AT THE CONTRACTOR'S EXPENSE. CONTINUOUS FOR THE ENTIRE LENGTH OF EMBANKWI FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL IBANKWIENT. BEFORE PLACEMENT OF FlLL / ~ \ \ O O
ATERIAL SHALL BE REMOVED AND THE \ \ 1CEMENT. ~ \ \ ~ \ \ \ \ \ \ 1 inch = 90 R z1
3. 1HE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT SURFACE PROPERLY PREPARED FOR FlLL PLACEMEN PLANTING PLAN /SCHEDULE. PI.FASE NOTE THAT NO TREES /SHRUBS OF ANY TYPE 3. ALL FlLL SOILS USED IN THE EMBANKMENT /KE MAY ~E PLANTED ON THE PROPOSED DAM EMBANKMENT. \ T /KEY TRENCH CONSTRUCTION SHALL BE / \ w O
COMPACTED TO AT LEAST 95R OF THE STANDARD P IDARD PROCTOR MAXIMUM DRY DENSITY
4. IF DURING THE INITIAL STAGES OF CONSTRUCTION. THE WETLAND WILL BE USED AS A (ASTM-698). THE FlLL SOILS SHALL 8E C7MPACTED PACTED AT A MOISTURE CONTENT WITHIN -1 ~ a
SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. THE CONTRACTOR SHALL FOLLOW TO +3 PERCEI~IT OF IT5 OPTIMUM MOISTURE CONTEN CONTENT. COMPACTION TESTS SHALL BE ~ \ a
THE GENERAL CONTRUC110N SEQUENCE BELOW: PERFORMED BY THE ON-SITE GEOTECHNICAL ENGINE THAT THE PROPER COMPAC?tON LEVEL HAS BEEN R A. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET COMPACTED USING A SHEEPSFOOT TYPE COMPACTO STRUCTURE. DAM. KEY TRENCH, ETC.) WITH THE EXCEP710N OF THE INTERIOR 11'1E PIPE. NO COMPAC110N EQUIPMENT SHALL CR05 WETLAND GRADING. THE INTERIOR GRADING WILL BE CONSTRUCTED ONCE THE ESTABLISHED ALONG THE PIPE. ENGINEER DURING CONSTRUC110N TO VERIFY 1 \ \ \ BEEN REACHED. THE FlLL SHOULD BE 1 \ ~ w N Z ~
~PACTOR. IN ORDER TO PREVENT DAMAGE TO ~ ~ ~ I ~ \ ~ Nan ~F >
L CR05S I~NY PIPE UNTIL MINIMUM COVER IS 0 ~ ~ 11~ \ \ \ 1 O O a F-1
EROSION CONTROL PHASE IS COMPLETE. 4. A KEY TRENCH SHALL BE PROVIDED BENEATH A 8. THE TEMPORARY ORAWDOWN RISER SHALL 8E CONNECTED TO THE PERMANENT ~~D A MINIMUM OF 5 FT BELOW o~
:ATH ALL FlLL AREAS OF THE BERM. THE RS ~ BELOW EXISTING GRADE OR 2 FT BELOW THE \ \ EMM4
8"0 DIP DRAIN PIPE. 36'! OUTLET BARREL AND SHALL HAVE A MINIMUM / IL PD INIMUM BOTTOM WIDTH OF 5 FEET. THE KEY \ \ \ \ ~ ~ \ w U X w ~
TRETiCF1 SIDESLOPES SHALL BE A MINIMVM OF 1:1 ( C. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL COMPACTED TO THE SAME SPEgFlCAT10N LISTED IN ~F 1:1 (H: Vj. THE KEY TRENCH SHALL BE Z p w
.TED IN ITEM 3 ABOVE. DEPENDING UPON ~ \ RING EXCAVATION, THE ON-SITE ' 0 ca 0~ Z w • ao
INSPECTOR APPROVES THE aEMOVAL OF THE SEDIMENT BASIN, THE CONTRACTOR ~L CONDI110NS ENCOUNTERED DURING EX SHALL REMOVE THE TEMPORARY DRAWDOWN RISER AND CLEAN-OUT THE BASIN. ALL ~0?ECHNICAL ENGfNEER MAY VARY THE DEPTH AN SEDIMENT. TRASH. ETC. SHALL BE DISPOSED OF PROPERLY (I.E. -PLACED IN A AS DEEA~IED NECESSARY. THE ON-SITE GEOTECHNICA LANDFlLL) AND NOT STOCKPILED IN AN AREA WHERE WATER QUALITY COULD BE DOCUMENTATION OF ANY VARIAl10N FOR FUTURE AS NTH AND DIMENSIONS Or THE KEY TRENCH ~ ~~R w aZOO
CHNICAL ENGINEER SHALL RETAIN ' RJRE AS-BUILT SUBMITTALS . , \ \ \ PROVIDE THE ENGINEER WITH REPORTS TO ~ ~ N~ ~ ~
ADVERSELY AFFECTED. 5. UPON REQUEST. THE CONTRACTOR SHALL PROVID D. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES TMAT THE DAM EIrIBANKMENT MEETS THE SP REMOVED. THE CONTRACTOR SHALL CONSTRUCT THE INTERIOR GRADING S'tIOWN ON COMPACTION REPORTS NALL BE NEEDED DURING THE o~ CAS
THE SPEGFlED COMPAC710N REQUIREMENTS. \ ~
NG THE AS-BUILT CERTIFlCAl10N PROCESS E =SQUARE
THIS SHEET. FOR THIS STORMWATER FAgUTY. THEREFORE, IT IS TO ENSURE COMPACTION TESTS ARE PROPERLY PER ONCE THE GRADING IS COMPLETE, THE CONTRACTOR S4iALL REQUEST AN ON-SITE IT IS THE CONTRACTOR'S RESPONSIBILITY AL MENSIONS = FT. 5 \ ;LY PERFORMED DURING CONSTRUC710N. / N~ (36"0 ~RI G RCP) 7
2 ~
PLANTS. ~F THE ONTRACTOR PLANTS THE' PRO OSEDTVEGET~ON PRIOR O~AND ~iWW~ ~jPE w7Vi~'RADE ~ AS-BUILT SURVEY (AND SUBSEQUENT APPROVAL). ANY CHANGES TO THE BE~DII~TG S~CIIriCATIONS~ DE SUPPORT AND ~ ~ 3c"~~' I ~ ~ ~ ~
GRADING / RE-PLANTING OF PLANTS WILL BE AT THE CONTRACTOR'S EXPENSE. ~ ~ I w ~ ~ ~ ~ n~ 1 \ \
F ONCE THE EN(~NEER HAS APPROVED THE AS-BUILT GRADING, THE CONTRACTOR 1 • FlLL IN THE AREA OF THE SPILLWAY PIPE AND A SHALL PLANT THE PROPOSED WETLAND PLANTS SHOWN ON THE LANDSCAPE PLAN UP TO A POINT OF 2' TO 3' OR MORE ABOVE THE FOR THIS FAgUTY. PIPE IN MVANCE OF SPILLWAY CONSTRUCTION SO INSTALLED IN A TRENCH CONDITION. ONCE THE Fl 5. THE CONTRACTOR SHALL SCHEDULE A FlNAL AS-BUILT INSPECTION AND AS-BUILT THE TOP OF CROWN. THE PIPE 1RENCH SHOULD TH SURVEY VMTH THE ENGINEER. AN AS-BUILT INSPECTION SHOULD 8E SCHEDULED A AND ADJACENT AREAS SHOULD BE BROUGHT 'E THE TOP OF CROWN ELEVATION OF THE 2~ M 1
MI SO THAT THE SPILLWAY PIPE CAN BE I I I M~ Of)l.\
THE FlLL IS AT AN ELEVATION 2'-3' ABOVE $ JLD THEN BE DCCAVATED FOR INSTALLATION. ~ ~ ~
O I
MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND (OR A CER7IFlCATE OF 2. IF SEEPAGE OR FLOW OCCURS IN OR ALONG THE NG THE PIPE ALIGNMENTS. GROUNDWATER ~B I I \ \
OCCUPANCY) IS REQUIRED. ANY COMMENTS OR DEFlCIENCIES IN THE DAM CONSTRUCTION ~~~a- WILL BE NECESSARY. THIS COULD INVOLV MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE ETC.) DEPENDING ON THE TOPOGRAPHY. SINCE IT I CERTIFlCATION SHALL BE GRANTED. UPON FlNAL APPROVAL, CLOSE THE 8'~ BOTTOM CONDI710N~ THIS SITUA?lON MAY REQUIRE USE OF L DRAIN VALVE IN THE RISER STRUCTURE AND BEGIN IMPOUNDING WATER. NO WATER SHALL f1~1-. E7~C. 7~0 ESTABLISH SUBGRADE CONDITIONS SUI BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED . P~~~T• INVOLVE PUMPING (OR STREAM DIVERSION. ° . ` ICE IT IS NECESSARY TO MI~ORK IN A 'DRY _ ~
~ OF LEAN CONCRETE BACKFlLl.. PLOWABLE ~ ~ ~ \ IN . WT ( NG ~ 78
DNS SUITABLE FOR SOIL TYPE BAgCFlLL ' , . _ . . _ ° , ` I UN 4 7~ 50~ ~ . .I'.~,. J
I ~ ` +
8. 1N ORDER TO HELP MAINTAIN A PERMANENT POOL. THE CONTRACTOR MAY NEED TO 3. PRIOR i'0 INSTALLAl10N. SUBGRADE CONDITIONS INSTALL A CLAY LAYER OR A PERMANENT GEOSYNTHEIIC CLAY LINER A MINIMUM OF BE EVALUATED BY THE ON-SITE GEOTECHNICAL EN 1-FOOT BELOW THE LOWEST GRADE OR 1-FOOT BELOW THE BOTTOM ELEVATION OF THE BEARING CONDITIONS EXIST AT THE SUBGRADE LEVE ROOT BALL FOR THE PROPOSED PU4NTiNGS (WHICHEVER IS GREATER). IF A GEOSYN7HETiC UNSUITABLE CONDITIONS 8E ENCOUNTERED ALONG T LINER IS CHOSEN. THE LINER SHALL BE BENTOMAT CL BY CETCO LINING TECHNOLOgES MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY ~1710NS ALONG THE SPILLWAY pIPE SHOULD ' .`S~~ ~ _ , ' , I \ `735. ;AL ENGINEER TO ASSESS NME?HER SUITABLE . Aso \
)E LEVEL SHOULD SOFT OR OTHERNASE Y . ; ,.1
?LONG THE PIPE ALIGNMENT. THESE _ ' \ LO M SH
OR ENGINEER APPROVED EQUIVALENT. UNDERCUT MATERIALS SHALL BE REPLACED WITH A FlLL. LEAN CONCRETE ~ PLOWABLE FlLL AS DIREC7 7. THE GRADES SHOWN ON THIS PLAN ARE FlNISHED GRADES. DUE TO Tl-IE EXISTING SOIL ~~N~• TED BY THE GEOTECHNICAL ENgNEER. THE CB 14 1 MATH ADEQUATELY COMPACTED STRUCTURAL ~ f c E~ •
DIRECTED BY THE ON-SITE GEOTECHNICAL B ~ ` 35.
'
LAYERS IN THE WETLAND. THE CONTRACTOR SHALL OVEREXCAVATE THE INTERIOR 4. FlLL MATERIAL ADJACENT TO THE 36"~ 0-RING PORTIONS OF THE WETLAND (FROM THE NORMAL WATER SURFACE ELEVATION TO THE gpECIFlCA710NS LISTED IN ITEMS 1 THROUGH 3 IN 1 BOTTOM) BY 1-FOOT. THE CONTRACTOR SHALL THEN BRING THt WETLAND AREA TO THE COMPACTION SPECIFlCAl10NS." THE CONTRACTOR SH FlNISHED GRADES USING THE TOPSOIL STOCKPILED ON-SITE. THE OVER EXCAVATION WILL COMPACTION EFFORTS ALONG ?HE PIPE TO ENSURE -RING OUTLET BARREL SHALL MEET THE I 1
3 IN 1HE SECTION TITLED "BERM SOIL do I 1 ~ 1 1
ALLOW FOR BETTER PLANTING CONDITIONS FOR THE PROPOSED WETLAND PLANTS. :TOR SHALL PAY SPECIAL ATTENTION TO THE ~ 1 1+ =NSURE THAT ALL SPACES UNOER AND I ~ 1 I
ADJACENT TO THE PIPE ARE FlLLED MATH PROPERLY tOPERLY COMPACTED MATERIAL ' 1 I 1 1
/tiA1TM~1~T/ti/~~A1T 7'7!l177~~ ~ 7'1 ~A~A1T I C~ , N bIAL P
~.vr~~irw~:iiv~ ric~?ra~rsiivri 1F.S1~1TG OF 1'FIL SI 1. PRIOR TO PLACEMENT OF THE NEW FlLL. THE AREAS ON WHICH FlLL IS TO BE PLACED
I I . f. 1 1 1 1 ` ~Rrn ALL BE PERFORMED TO VERIFY THAT THE
SHALL BE CLEARED AND STRIPPED OF TOPSOIL. TREES. ROOTS. VEGETATION. AND OTHER ~S71NG OF THE NEW FlLL MATERIALS SHALL BE OBJEG710NABLE MATERIAL. THE AREAS ON WHICH FlLL IS TO BE PLACED SHALL BE RECOMMENDED LEVEL OF COMPAC710N IS AgiIEVED
SCARIFlED. ONE DENSITY TEST SHALL BE PERFORMED FOR EVE 2, ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON EVERY UFT OF FlLI. ~iIEVED DURING CONSTRUCTION. THEREFORE \ \ 'OR EVERY 2.500 SQUARE FEET OF AREA FOR \ \
CBS 12 ~a E-4
THE DAM EMBANKMENT ONCE FlNAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE 2, TESTING WILL BE REQUIRED ALONG THE 36~ 0- BEEN ESTABLISHED WITH COMPACTED FlLL. OF ONE TEST PER 25 LF OF PIPE PER VERTICAL F 3. THE CONTRACTOR SHALL FURNISH. INSTALL OPERATE, AND MAINTAIN ANY PUMPING 3. TEST OF THE D&GREE (7~ OF COMPACTION OF f6" 0-RING OUTLET BARREL AT A FREQUENCY ~ \ v Z Ua
f1CAL FOOT OF FILL. \ ~ ~ o rrO~` a~°z
w
EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE BE PERFORMED AS A PART OF THE PERMIT~EE'S N STORMWATER WETLAND SITE. IT IS ANTICIPATED THAT PUMPING WILL BE NECESSARY IN ~flR 'fHE CONSTRUCTION OF 'iHE DAM. TESTS SHA THE EXCAVAl10N AREAS (I.E. -KEY TRENCH). DURING PLACEMENT OF FlLL WITHIN THE '~}{E iNSTALLA710N OF COMPACTED FlLL AND THE C KEY TRENCH (OR OTHER AREAS AS NECESSARY). THE CONTRACTOR SHALL KEEP THE CONSTRUC110N OF THE DAM SO THAT TESTiN6 CA WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION. THE MANNER IN WHICH THE RESl1L7S OF THE TESTS INDICATE THAT THE SPEg WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDESLOPES BEEN OBTAINED; THE POR710NS OF THE DAM REPR ARE STABLE. REWORKED OR REBUILT. ALL POR110NS OF THE DA ~r~ ViVi ~I~aairiiV['~i w7s"r/C~~~O~ MINIMUM DEGREE OF COwIPACTI~I. ON OF THE PLACED FlLL iN THE DAM SHALL \ TEE'S NORMAL QUALITY CONTROL PROGRAM \
~T5 SHALL BE CONDUCTED CONCURRENT MATH \ I \ \ w
~ THE CONTRACTOR SHALL COORDINATE THE TINE CAN BE COMPLETED. SHOULD THE I \ \ \
SPEgFlEO DEGREE OF COMPACTION HAS NOT ~j \ \
M REPRESENTED BY SUCH TESTS SHALL BE \ V THE DAM SHALL ACHIEVE THE SPECIFlED ~ \ \ a ~
~V
0
1. THE 36" RCP OUTLET BARREL SHALL BE CLASS iil RCP. TONGUE AND GROVE. MEE?1NG ~1 OF
THE REQUIREMENTS OF ASTM C76-LATEST. THE PIPE SHALL HAVE CONFlNED 0-RING qLL REQUIRED MAINTENANCE AND INSPEC710NS OF RU88ER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE ~s of n~is Fnaunr strnLL eE n~E SD U E
TYPE R-4. RESPONSIBILITY OF THE PROPERTY OWNER'S ASSOCI ASSOCIATION. PER THE EXECUTED OPERAl10N - ` \ ; ' , - . \ \
AND MAINTENANCE AGREEMENT FOR THIS FACILITY. ~aunr. ~ , ~ 1 I
Z. THE STRUCTURAL DESIGN FOR THE 5'x5' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE BY OINERS. PRIOR TO ORDERING THE STRUCTURE. THE , - I ~
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SHOP DRANANGS~ SEALED 8Y AN P.E. 0 ~ i
REGISTERED IN NORTH CAROLINA. FOR REVIEW. 1 ~
3. THE RISER BOX OUTLET S1RUCIURE SHALL BE PROVIDED WITH STEPS 16" ON CEI~IIER. u a ~ ~8 UN 1 \ \ ~ HW \ \ ~ \ \ \
STEPS SHALL 8E PROVIDED ON THE INNER WALL OF THE RISER BOX. STEPS SHALL BE IN J
ACCORDANCE MATH NCDOT STD. 840.66. PLEASE REFER TO SHEET PD-2 FOR LOCA710N OF THE RISER STEPS.
~
4. THE 8'Lx8'Wx30' THICK CONCRETE ANTI-FLOTA710N BLOCK SHALL PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING FABRICAl10N. 1HE PRECAST BASE SHALL BE ~ ~ a Q
INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER I ~ I s I
FOR REVIEW (SEE ITEM 2 ABOVE). IN LIEU OF A PRE-CAST BASE 'THE CONTRACTOR MAY OPT TO CAST-IN-PLACE THE ANTI-FLOTA710N BLOCK IN THE FlELD. HOWEVER. PRIOR TO I sl
CONSTRUC?1NG THE CAST-IN-PLACE BASE. THE CONTRACTOR SHALL SUBMIT SHOP I /
DRAWINGS TO THE ENGINEER FOR REVIEW DENOTING THE FOLLOWING: ~ / l . . / ~
(1) MINIMUM TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT / ~ / / I / / ~ ~ ~ I ~ ~ 3 ~x O~ ~ o~
(2) THE CONNEC710N MECHANISM TO JOIN THE ANTI-FLOTATION BLOCK WITH 1HE ~ ~
RISER SECTION ~ ~ ,x o
5. THE RISER BOX JOINT DESIGN SHALL CONFORM TO ASTM C-478. THE JOINTS SHALL / ~ /
BE SEALED USING BUM RUBBER SEALANT CONFORMING TO ASTM-990. THE CONTRAVTOR / ~ I , .
SHALL PARGE J~NTS ON B07H THE INSIDE AND OUTSIDE WITH NON-SHRINK GROUT. / i / 1
6. IF THE ANTI-FLOTA710N BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION. ~ ~ Q
ii1E ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE A SHIPPING WEIGHT OF 30.723 LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT ANO SHALL BE ~ / ~I~~ l l~ ~ ~ ~ ~ I~~~~~~` 161
DETERMINED BY SUBTRACTING THE WEIGHT OF THE FACTORY BLOCKOUTS FROM THE ~ / I 1
GROSS STRUCTURE WEIGHT. THIS INFORMA710N S~-IALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED TO 'fHE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST-IN-PLACE / ~ ~ ~ I I I ~ I I ~ ~ I
THE ANTI-FLOTAl10N BLOCK, THE CON?RACTOR SHALL ENSURE THE WEIGHT OF THE
ENTIRE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED ABOVE. /
7. PRIOR TO ORDERING. THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS ~ ~ ~ / ~ ~1~~~ I ~ I I ~ II n~ ~ 0
TO THE ENGINEER FOR REVIEW. CONTRACTOR SHALL ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR IOCAl10N) THAT WILL ALLOW FOR ~ J
FUTURE MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK ~ ~ ~ ~ ;~1~~~~ ~
FOR SECURING THE ACCESS HATCH. ~ /
8. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 GAY) UNLESS OTHERWISE
NOTED. / / .
9. GEOTEXTIIE FABRIC FOR THE 36' OUTLET BARREL JOINTS SHALL BE MIRAFl 180N OR
ENGINEER APPROVED EQUAL (NON-WOVEN FABRIC) ~ J ~ ~ l l l ~
l / ~ ~ ~
10. STORMWATER WETLAND EMERGENCY DRAWDOWN IS VIA AN 8"0 PLUG VALVE. THE VALVE SHALL BE A Mddi STYLE 820 X-CENTRIC VALVE OR APPROVED EQUAL THIS / , ~ NO. ecP-07000
VALVE 1S iN ACC~tOANCE WITH AWWA C-504 SEC. 5.5. AND SHALL BE OPERABLE FROM ~l i wil MUM BCP07000-PD1
TOP OF OUTLET STRUCTURE VIA A HANDWHEEL (SEE DETAIL SHEET PD-2). THE CONTRACTOR SHALL PROVIDE A REMOVEABLE VALVE WRENCH WITH A HANDWHEEL ON TOP / / / / / / aas~cr~ ter: DBH
FOR OPERATION DF THE 8'0 PLUG VALVE A CHAIN AND LOCK SHALL ALSO BE PROVIDED DBH
FOR SECURING THE WRENCH TO THE TRASH RACK. / ~ / ~ i ~ /
SCATR N.T.S.
IV u DAM 06-19-2007
Aul ~ sir NO. PD-1
PRELIMINARY DRAWING NOT RELEASED FOR CONSTRI )NSTRUCTION McADAMS

cn
ON-S'ITE GEOlECHNICAL ENgNEER TO OU17LT Bi~1ItItEL VELOCITY DISSIPAI~OR
DETERMINE THE SUITABILITY OF IN-SITU SOIL N.T.S.
APPROXIMATE EXISTING AROUND SURFACE FOR SAM EMSANKMEN7 IF THE SOIL IS DEEMED UNSUITABLE FOR USE AS DAM 4e4
EMBANKMENT ALL SOIL W17HIN THE DAM A
FOOTPRINT SHALL BE REMOVE. THE DAM
~ s EMBANKMENT AND KEY TRENCH WILL THEN BE CONSTRUCTED IN ACCORDANCE TO NOTES ON
~ TOP ~ HANDWHEEL TO EXTEND PD-1.
NCDOT CLASS "B" RIP-RAP ~ o O o
1-FOOT ABOVE 1RASH RACK 1RASH RACK (SEE DETAIL) PROPOSED GROUND SURFACE 20'L x 21'W x 22" THICK w z t
~ 10.0' TOP OF DAM (MIN.} 6.0' MADE 04 " O
CONCRETE COLLAR (TO BE CONSTRUCTED RUCTED IN ~ A
THE FlEID 8Y THE CONTRACTOR -SEE -SEE `Q
2" ~ PVC SIPHON DETAIL} ~ ~ COMPACTED ENOWALL PER NCDOT STD. 838.80
INVERT = 737.00' T0 100-YEAR WSE = 740.23' Q TOP OF DAM = EL 741.00' ` (SEE SE ETA DE?AIL} RIP-RAP APRON w N
NCDOT CLASS "B" 36" 0-RING Z ~
MINIMUM 1 FOOT ~F COVER -I ! I-! 1 I-III-i I 1 (I I- T!~!-I i 20'X21'X22" Rip 0 0 0 0
TOP OF RISER ~ EL. 738.50' t~ f{f - (SEE DETAIL) w H"~
- -a- - - . III-III-I (l I (I-III-I (I-III-I ' ; ~ ( I I 3 - ~ .~~t - ~ 36" ENDWi4LL ~ 8~
NORMAL POOL = EL. 737.00' Q ^ . ~ \ PLAN 22' LAYER OF Emm4 w
w =O z cc
/ 36" 0-RING 'B' RIP-RAP RCP 0
• /X45 LF 36'~ 0-RING RC INVERT OF POND = EL 734.00 ING RCP • 0.50X o s • ~ . ' ~ W .
4 Sri a ' e. ` ~ 1 1
4" FlL~ER BLANKET
r. . . ~1 1 SEC'iTON A-A CAR
FlLTER BLANKET (SEE NO?E NOTE: E NOTE) 4: O 90 •
INV. 0!!T = 734.78' A FlL1ER ~ANKET IS TO BE
2.0' (MIN.) INSTALLED BE7MIEEN 1HE RIP 9 "
8'~ DIP TRASH RACK COMPACTED BERM ~n-SEEP COLLAR SEC?)ON !F NESSISARY DETAIL) RAP AND SOIL FOUNDATION. oil
(sue oErni~) INV. OUT = ~~.oo~ ANTI-SEEP COLLAR (SEE NOTE T}iIS PAGE) 7HE FlLTER BLANKET NALL CONSfST OF A MINIMUM 4" •0000*00000
(SEE DETAIL) THICK DYER OF STONE (~57) I I~
KEY TRENCH IF NESSISARY (SEE NOTE THIS PAGE) UNDERIJIIN NAlH GEOTEXTILE PER GEOTECH REPORT.
i
8" PLUG VALVE. THE VALVE SHALL BE A MdcH NON-1MOVEN CE STYLE 820 X-CENTRIC VALVE OR APPROVED PLACED AROUND JEN CEOTEXIILE FABRIC SHALL BE
EQUAL. THIS VALVE SHALL BE IN ACCORDANCE 0-RING RCP BA WITH AYYWA C-504 SEC. 5.5. AND SHALL BE ~~Ep pp~ ~ OPERABLE FROM TOP OF OUTLET S1RUC?URE 4ROUND EACH JOINT OF TFIE 36' DAM CROSS SECI'ION~ tCP BARREL IN 2' VYIDE STRIPS N.T.S.
ON JOINT.
VIA A HANDWHEEL.
TRUC?TURE DETAIIS ZRASH RACE DETA~
OZTIT~T BTRU "0 GRADE 8 STAINLESS S?EEL CONCRETE N'ti'S'
LAG SCREW W.T.S.
8.4' 11.9 LF 8" DIP DRAIl~T ZRASI~aiA~C~ DETAILS CONCRETE ANl'I-SEEP COLLAR N.T.S. ~R a7V z O 1-4
Yx2"x1/4" ANGLE N.T.S. M-1 •
1.05' (1'YP.) W
a .70~ MIN PROJECTION
12" X 3" X GALVANIZED STEEL STRAP (4 PER MANHOLE JOIN 4"x4" 6/6 2.0' WELDED WIRE 12" MIN.)
FABRIC (EACH REgp~R , : . W
3 NOTE: RISER JOINT TO HAVE AN 0-RING SIDE & TOP) PERIMETER FRAME ~ ~ ~ ~ T~~
GASKET (ASTM C-443) AND BE MADE WATER 11GHT WITH ANON-SHRINK G L K~ ~ aQ
t,£MEN11110US GROUT ON THE INSIDE AND • ' .a Z
~ I OUTSIDE. 8u PLUac e~u~~crn ~L~n ~ - - ~ 360 _ = . ~ - ~'a a ~ z
r~1 X-CENTRIC VALVE OR - N ~ . -RING RCP RING a+
APPROVED EQUAL 1HIS 8'~~ 8.0' o : • • . ~ P N . . • • ~ P co o
VALVE SHALL BE IN 6.0. ACCARDANCE WITIi AWWA 6.0' CONCRETE ANTI-FLOTATION . ~ ~ ~ ;•j i•r• i ti
C-504 SEC. 5.5. AND SHALL ? 4 5.0• BLOCK ~ N sr • . , • 8
OUTLET STRUCTURE VIA A • l~ • I•. ~i ••N••• .R o x
RISER JOIINT DETAIL BE OPERABLE FROM TOP OF 5.0' a M Z L) ~o C) P04 En Z
N.T.S. HANDWHEEL • - ~ 04
36" 0 0-RING . ~ RCP INVERT s iA • a
8" ~ DIP DRAIN VALVE ~ , . . CONCRETE PAD - ~ ~ • NOTES: . • ~ _ . . ~ ~ T 734.00• o` , • • .4 ¦ • ~ ~ •
~ ~ , y ~ Q. a NO • 4 .•a ~ .
• . a. • . • ~ , • I MIN. 2 . • 8 DAY 0 PS E 300 R SHALL B FOR OLLA S CRETE C 1 CON ~ ~ . ~ 28 DAY
1. TRASH RACK NOT SHOMM FOR CLARITY. • •a GTH • STR • NG RCP WITH 0 RI T 36 • a• 0 NEC R SHALL 2. COLLA 21 WITH U
2. CONCRETE ANTI-Fl.OTATION BLOCK TO ~ o 0 0 • ' ~ ' ~ ~ I 4 NT. TI T J01 WATER GH
BE PROVIDED WITH MINIMUM TEMPERATURE ~ • tO ~ ' ' AND SHRINKAGE STEEL. RONFORCEMENT. I 36" 0-RING PIPE AT 15.0. BARREL ALONG PACED ES A 8 SH LL . COLLARS 3 r 15.o'. o
I RCP PIP 2 FROM OF NIMUM P A MI E ALL LA 4. LLA • AD SS 50 N H E CLA AR S ALL 8 REB NOTE JOINTS. PIPE
3. CONTRACTOR SHALL CORE-DRILL THE M ~ FLOW ON 4 I TO A M EDD N E8 ETE ONCR 3 PSI C OOQ WITH MINIMUM VIDED PR4 TO WI M
HOLE FOR THE 8' 0 DIP PIPE IN FlELD. ' ; . PRECASTER SHALL OMIT REINFORCEMENT ~ ~ . I FABRICATED HINGES FOR 1HE ACCESS • S HRINKA ND A EA PER AN ALL 4X HALL
IN THIS AREA. ~ ' . ' d • ~ ~ HATCH 11.9 LF BA T CR IN 0 CON 2 D B
4. CONTRACTOR SHALL SEAL THE PIPE 3.0' ~ ' ' Yx2"x1 /4" ETER OF A PERIM UND ARO
PENETRAl10N FOR THE 8" ~ DIP USING A S' 0 DIP TRASH RACK ANGLE w
RUBBER BOOT AND STAINLESS STEEL p~~~~ ~ ~ . = HARDWARE. ' ' •
. • • • . •t• ACCESS HATCH TO 8E PROVIDED BY 7HE
5. PRECASlER SHALL PROVIDE A BLOgC . , • ' ' . ~ ~ ' • % TRASH RACK FABRICATOR (SEE ITEIiAA 7 - 4 ~ .
OUT FOR 'tHE 36"~ 0-RiNG RCP 5 LF 8" ~ DIP ` ' 4 TOP OF HANDWHEEt.TO EXTEND 'OUTLET STRUCTURE MATERIAL CSR SPECIFlCATlONS")
(~O BE CONSTRUCTED 2.1'
IN 7H~ FlELD BY THE ~rn ~:t~
CONTRACTOR - 1.05' (TYP.) SEE DETAIL) ~ ~ ;
in + ~ a ~,i' ~ ~ h I~.w...•w,N.~.W..Mw~M.wF.M+M.rV•xM V1,M.... ~Q ` Q~ r~ { • ~I. ~ ~~~!11 i AL 0
CONTRACTOR SMALL PROVIDE M ?q, i y~1'~' f , I 1 ? ? i r ! ~~y tp ~ 1, imez
STEPS IN ACCORDANCE MATH _ . ~ ~ ~~YIfP~L1*'~111C• ~i~ ~'a,:'•C.V.~~~ i iM~ '01i~ ~ W, ~ i ~ . Yh •:y..:.r.,.,..r.wt.t. ..r... IM'wM':~.'"",,,w.: .,arr,;~.,y.h,7 {w.r.. ywy .w1 ,r,r: •w w'w+•v'`, '!5 "t'':••.1++ + ri F ~ ~ ~ii ~iY.9 ~ir~iik~r
NCDOT STD. 840.66. STEPS ~ Yr 1! r r • w•.1•.w..MrMM.~Y. . •
1-FOOT ABOVE TRASH RACK SHALL BE PlA(~D AT 16" O.C. - • - , 1.05' (SEE DETAIL SHEET PD-3) ' may, ~ a ~ . ~ ~ ~ ~ ~ tit ~4f.6. I .L in.. '.f'rn'~Yr;u. M.! Nr ~ . y IS~~
:r wK, ~ m. ~i'n m••w+w•wrrp. .lgYf•Mff0/•UM?••ll•'~ '.ti ~~~i ii 7' :;i• ' ~t '~7~~1~} i ~ ~ i r. ~ LL~ 1 :~r~L ~ ~~Ihy 1"~1r1i1R~~~ #3 1 1r' ~ ~ ~ r ~ ~ • y . ;~.r f o 0
CONTRACTOR SHALL FORM CONTRACTOR SHALL PROVIDE ~ V ! 1!• MAR : ~ }7~ : N:•'YI~M I~ ~r ~~M~ +I.! !
INVERT OF RISER STEPS IN ACCORDANCE YNTH iC~'1TR~' r ~ ~ • ~ ~ - ~ ' i rr ~ ,:l; t ~~a:,:~~~ ~t~+)~~ ~ ~~4:.?~il~;rJ'",i~ ~~1~ ~W`~1 ~~~i~?~'~.
STRUCTURE TO 6,p. NCDOT STD. 840.66. STEPS DRAIN SHALL BE PLAt~D AT 16" O.C. 6.0' POSITIVELY TO r ~ ,Y /-1 i... t r '9 . ww..•.'vw.w ,rrMN Y.M. •YYn ro.r• ••Mw ..r+!• ( •i~ A ~ Kt j.,'.': F::''J.:3':n':Dui'LU1:.f::.M'nA'a3~itiyc4ii~:! t:.~ :,?...r...,•t Y.w.w:ra. y ^ ilil ~!Ij. ~Qf~ 1 ll '°~1 i:r..w`.rr`~r.x. ~....a~. .v., ~ A~ f!4~1'~ ~<.~9 !~'y '~~.~V,J~. 'ii~ M:! t-211. ,~l ~ ~ E
5.0' 8.4' ii irnH. :www1 •!•urr .+•+r• w~wr rrw vlwr •IY•• • rwr f. •~.••••r••••••++•••••rr•'• ~ • Yururnr•r•wwn~a•,u,Yn•u.rr a ~ iii fi 1 3` ,1 .r ~ ~ IM w to . •:,~,t"~,l M~• f~.~..,y w:~•""•x••"' C~ ?~LL ~s~'rE~.~ t ~ X33 FAQ - F.~7tlS~ ~1 `v.. ;.•w..n°,. ;.,YM; rrw...~,.r~rn ~r, r.~'~" t. ..°„~';T,K~•:!11!.Y!.7 M•+.1'M; I'.h".'r•. r~ ~ ~ ti w
INVERT OF 5.0' (SEE DETAIL SHEET PD-3) 5.0' OUTLET BARREL R. f s,
i1S{NG 5?, ii;. y'. * i~d i w...~....r....ww.r....•...•,..r.r,.........,«..r.......•~....,....y.............-.u,w.v,M.....,......_..,,....... ««+..wt
NON-SHRINK GROUT TOP OF RISER = EL 738.50' TOP OF RISER = El. 738.50' gNCHOR 1RASH RACK TO MANHOLE WALL s ~ i, 1 •,1'i' 1.. ~.f Y > it r''; ~ ~ Mai
~ WITH FOUR EQUALLY SPACED HOT-DIPPED . , t,
8" ~ DIP TRASH RAgC 2• ~ p (SEE DETAILS INVERT GALVANIZED STEELCLAMPS. EACH CLAMP '2" 4 PVC SIPHON ~ ATTACHED TO MANHOLE RISER BY i"~ i~
INVERT ~ 737.Od' 2-4"x1 J4" CONCRE?E ANCHBR 80LT5 4 F . ~ Lf•~ L
o EACH CLAMP TO 8E COATED W/ AN ~f[ • i ;vW i~ i 'h~, j~ ~ ',j f~~~ .......................i ` ~i~•;~1.. Y~'~• ! ~A:4F!.~• a N~?Fr t~~.t, w{ls~i'/Af1il1•~ UA CL
• 2" ~ PVC SIPHON ' EPOXY COATING. ~i YY~ ~y 110{ MyM.iY•Y+IMWV~a.tilt..llwf;,WYr.~,..1Y~.RiWM1~+wwMwwMMrn Y..t.MMloMwlwr/o.'..wWI.'MAM~NV~ 1 11 ' H~~CT:~
36" 0-RING INVERT = 737.00' ~ a• • R~ 8" 0 DIP DRAW ~-GUIDE S'~EM . • ' , % 36" 0-RING RCP ..T "0?'Yi"". .R~r ,yw.. ..y,•r. .....J•..;~..... . . • . . , .r p. vw. .r.. r. .••h r' •r ~r• v"~1 ? ~ 1 f N i. 1 i~ i s ~ h 1 'Q I S t. t 4%
q'y~ i 1 1! 4ii' ,•r. r.,v,,. .,.v.;•. .,.w r,.v,.., .•,..:yr:.r..,, ..l. r. ,.r.., ..w t. „ .,"~.••r...a. .rw . r.•-...,r... v ' >
INVERT = 734.00' M FLOW . • • .~+,v+,yrn,«,:;.v rn~~.wr~ ;••rwe.+r.! YrYrrvr:w a ? ~ x f'r' . .f•• - 'ri~ 1. .Mw..« wY.w..rwr•.wwr,....rw• •rl.rrwr+.o•w.w.+iwrww..wo~,....rr.•..,...,...Yi•.•w~..•w.w.i.wrw.......rrv~-.!.•~r.?e-n.«nr.•.v..,.~.. .v ....:.r•..~_......,.•.. n.mw.n« , ..w..,. .,w•..a.. •,..rwaw S+W t h W J
6" MIN. WALL ~ t• ~ 4 THICKNESS (TYP.) ~ - kr~ 1, ~'1MY y~y~ i"~ " •1 ~t~~~R+7~~ 1'~el+~e~~•~1~-`t• ~ .'r.~tf~l~i?•~~ ~ ?~t~,~i4~?.,:~:~ !'".'SR.~I~I~~~'i'.fb!C, 1' . w~• Ye~ s /~j~ . , r~• r~n.{ f~1 s' ~ ~ 7i' ^ ~w~ ~ ' w f~.l•' 1~~.~ ii~ 1 ~ ~ -s.11/
w• ~ , , . • . ~~Jw ,1~ {t ....,...w.,..... ...a .,..~rva, r'~f RaJr' r.Y• i W' .l'~ I:' °t„•)r~ . r .f y. ~ Pa R 7~ sr~C v~• { .•n. •.y:r.. ~ i 'i •tr,'~ :..f,,;:r .1}'s- ; K l•~l Qr ~}ti ' `je~~lM,~r•~~ * r~~4~.~~ ~s~~f+'S.,1:~ 1 • 1 r, t i.L:?
• . 3t 1f .,t.• ~.t.,• - t . .,.s • 11YIY• ~r 1 ~ 4. A 1 R ,d Y.r76r."T,'!1Mp741~n:ti1' .r^^>~Wt4.ti~.':tf~Y.17,..•.rw'gr. r •';;M.. .H. 1',rs.,.r.:..: S'rr . i y~ ~r+•v..wr.++.•r•~axlrs+w.•r ~ 'N v : 4 1 ~',1 ~ 1 ~y ,~~yy~~~~ .'f ,;j pp,~~ +~j w k , ~ n ,y~l~+~ a4~1 •~'i~ +ti'.'+~il~',~:d~ ii~v~V~~.Yr~ .~~iFa11~~~Ti+
• •4 .t O d. ~ S' .Q. :a : y • . ~ CONCRETE COLLAR • . ~ .....~,,,.~w.........'....w~r•,~~,.r.~, w..•.•...r........ ..~.r..V.w.......w.~".,~,.....Ww...~...r..r~.._,_ ......,..._.......~,..~.....~nw.•..,.~..~..,......w..yw.r,..,~.~... M„.wY+rr.,h•www~1+V••niw.. ~ Yx'.'..+n•~wry.. n ~ U• M. , r : •....Y ~ . 1. ~ PROJECT N0. BCP 07000
' ' ` a:.'~' (TO BE CONSTRUCTED - ' ~ y f ~`1, C..p¦ 1~1.7.y. rt . , j ; ,r~ry~y7, 'l~lrrr ; l~ * ~ry1 ~~11 1;j i. • ~ . ,^f 7 ? i[ it Y"ri " i!i w'i/ Y ? ~Dil 1 'Li i L~ ~ ~ ~ i ~M~ :ii: ~i'•i 1+'d. ~ ~D,~ ~ irif . Y.;.:x..+...:.yi:.. ' n 14•,wMwWII.W.MYWWJ~...~wVJrMNN.wxMw/..M1YVIYiw,YfAWY+•N..wM.1~MVNM.i tWeMtl.~wirMM..y.vr.wr.w'wrv?.wYr~.+V•wrruwsMwlwwY.WMMrlarwrwwr:i s~y ' j..11~ 1/1 - FjlMA 4 L' s BCP07000-PD1
d' ~ . ~ • a' 'e • s t 4 .4 t Q d. : I. . , ~ IN 11iE FlELD BY THE ' ' CONTRACTOR - ~r~,,~~~~t.•cr r e1r.'~Ji'~:~~;• ~~~~r~rv~ M...,.,». r.~~ i.':L:~4.~ f•a.v ~ t. MwtiMRMM,\1VxnY~r.? JwwJMN1N/I.~N.W."rV WY' t`.a•...t~. . , t.•..v.. 'r.i,'S...r ~f.~... w•., 1.V•.irl.. •,':l Y.W.., ..et. w.... Y•.'~.,.'M.:n n .e r..~.tl.nl'.•a?.~+s•.ti..ri!,vV.2•s.Y..,. ..w~Y::Ju.N•: .~•..•wY•W..~r',wwY. DESIGNED IM.
. SEE DETAIL) ~ , ~ ~ +Yd14R::Ld:N+l.:.rl~s.':..'.r.•y:r y:~.•...,:w:1~M:SU'1.'.I:t1J,~w•9:....~Wi:ire<:. .....:::e.:':::1::. w.r:....'a..:.l:rt:..,...«...~-•....,:3~..•:w; vi.... 1,.:..!. .....•,~..w>,h ;~¢..:...,:::~:,•.......n..s a..S.,.,.'•~::~": ra.: s ~ .i•' ~ . { ra A y ~ ~ DBH tWUllN M. DBH
N07ES: .Yr.,r,«
_ 8.0 _1 5LF8"ODIP 36' 0 0-RING 1. ALL REBAR TO BE ~E4 REBAR. Df~D II~IVCDT n ~ oroeo eWn suM CC TA QC ...yw.e..rr.•...Y...rr ~ s •.es~~, '~i°iti t71i. t "r.- 1 SCALE: N - T-
1%Vf gem ; M~ • - 4L* f~LV f%6.pI9F% /'N\V nfVVLW 1 V Y~ 734.00 GALVANIZED AND BE PROVIDED WITH AN
EPOXY COATING. Link s. a DATE: 06-19-2007
PLUG VALVE. THE VALVE SHALL BE A Mdtli 3. THE HOT-DIPPED, GALVANIZED SE= NO. D~2
CONCRETE srnE 820 x-cENrnic vuvE OR nPPtovEo 2'x2"X1/4' ANGLES SHALL BE WELDED TO TO 36" EiV~wALL DETAILS Dt
ANTI-FLOTATION EQUAL. THIS VALVE SHALL BE IN ACCORDANCE CONCRETE BLOCK WITH AWWA C-504 SEC. 8.5. AND SHALL. BE ANTI-FLOTATION ~CRETE CONTRACTOR SHALL PROVIDE THE REBAR TRASH RACK. ONCE WELDED, fATiON STEPS IN ACCORDANCE WITH THE ENURE ASSEMBLY SHALL BE PLACED ED N..S.
BLOCK OPERABLE FROM TOP OF OUTLET STRUCTURE BLOCK NCDOT STD. 840.66. STEPS ~m im WITH MQS SITTING
VIA A HANDWHEEL. SHALL BE PLACED AT 16" O.C. DIRECTLY ON TOP OF RISER. (SEE DETAIL SHEET PD-3) PRELIMINARY DRAWING NOT RELEASED FOR CONST ;ONSTRUCTION ~ McADAMS

ACCESS S'~:P DETA~
N.T.S.
N~TES~ ALL STEPS SHALL PROTRUDE 4' FROM INSIDE FACE OF STfiUCTURE WALL. A
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION 0R MATERIALS FROM THESE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS ~F THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE ~F SUCH STEPS. QED S.
~HEDULE SEEDBED PREPARATION N
TEMPORARY SEEDING SCHEQULE PERMANENT SEEDING SCHE s~a~ nn~ s~~~c ~nnur~ 2 ,~nri ~ - MnY ~ RYE (GRAIN) ~ 20 ~.es/ac nuc is - ocr. (ems TALL FESCUE ~ 1~ .
200 ~~q~ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOfL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ; ~
KOBE LESPEDEZA 50 LBS/AC fig, _ qpR ~S ~ppSS~gL~ 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH ~ Q' 0 0
MAY t - AUG i5 GERMAN MILLET 40 ~g$/AC AND UNIFORM. w zI
/lUG 15 -DEC 30 RYE (GRAIN) 120 lBS//4C gpp~Y UME AND FER'TIUZER ACOORDING TO SOIL ?ESTS. OR APPLY 40 GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND ~ APPLY 4000 LB /ACRE 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE 0-t0 FEFrnuz~. BELOW*). >0 0 W O
5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO
AGRICULTURE LIMESTONE AND 750 LB/HC 10-10-10 FERTILIZER (FROM AUG gpp~Y 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPW4L 15 - OEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). 6 INCHES DEEP. I ASPW4LT. NErnNG, 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER PLAN ~ ~
OR A MULCH MICHORING TOOL A DISK WITH BLADES SET NEARLY ST 1~ BE USED AS A MULCH ANCHORING TOOL ARLY STRNGHT CAN 7,~ MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. PLAN SIDE M ti SIDE ~ a
APPLY 4000 LB/!4C STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NESTING. 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING ~ ELEVATION ELEVATION ~1 w ~N
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRNGHT CAN BE USED AS A MULCH ANCHORING TOOL. INSPECT AND REPAIR MULCH FREQUENTLY. RE FERTILIZE IN LATE WINT y FOLLOWING YEAR; USE SOIL TE515 OR APPLY 150 LB/ACRE 10-10-1 REGUWtLY TO A HEIGHT OF 2-4 INCHES. SEASON. IF STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND n'rE vmMEit oF' 'niE SEEDING RATES. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. tt~ O
t0-t0-10. MOW g.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT 141ir CAST IRAN a moo
JHN 1 - AUG 15: RE FERTILIZE IF GRONRH IS NQ7 FULLY ADEQUATE. COVER IS ESTABLISHED. ~~I, 1'-0• CAST IRON ELEVATION o~ ~f
RESEED, RE FERTILIZE AND MULCH IMMEDIATELY NURSE PLAMS FOLLOWING EROSION OR OTHER DAMAGE. BEtWEEN MAY 1 ANA AUG. 1S. A0~ 15 LB/ACRE SUDAN GRASS OR 1 AUG 15 -DEC 30: REPAIR AND RE FERTILIZE DAMAGED AREAS IMMEOUITELY. GERMAN MILLET. BEFORE MAY 1. OR AFTER AUG. 15, /1DD 40 LB/ACR TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH. ELEVATION Nix
?SS oR to ~B/ACRE * See seasonoi application schedule 1 LB/ACRE RYE (GRAIN). w ~ ~ co w o~
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND z ~ w
JUNE 15. ONERSEED MATH 50 LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. #6 BAR DR z
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT 83/4' 8o v4~ #8 BAR ~ GALV'D,
CORRECT TO USE THE PERMANENT SEEDING SCHEDULE. 5/8' ~
M
liz• SIDE SIDE •
iii ~ ~ ~ ELEVATION PLAN ELEVATION
i ~ COMPOSITE 2 77
#3 F D ~ REINFORCING STEEL '9' CC ~~i •
1/4' NOTE
ELEVATION SECTION A-A i2' NUT TO BE USED IN SANITARY SEWER MANHOLES.
ELEVATION
z
0
c
W
co CAI
M.
CONCRETE COLLAR DETAIL a a
N.T.S. co o
~a x o i
Z L)
O az
i NOTE: 1. ALL REBAR TO BE ~4 REBAR.
M
6.0'
O
3000 PSI CONCRETE COLLAR
3" ANCHOR DEPTH (MIN. 28 DAY STRENGTH)
3" CLEARANCE TO OUTSIDE 4 REBAR 3° CLEARANCE
~ #4 REBAR ANCHORS TO OUTSIDE OF ~4 REBAR)
• , . ~ : . CONTRACTOR SHALL . . ~ ~ ~ DRILL INTO PRECAST
. • 3" CLEARANCE TO STRUCTURE WALL AND - 5.5" CENTER TO CENTER
OUTSIDE OF ~4 REBAR) SET ANCHORS USM~IG • EPOXY GROUT
. 36" 0- 36" 0-RING RCP
4.0' ~ ~ RC 36" 0-RING . : a Q
~ ~ RCP a

w 4 y'
. • 12" ANCHOR DEPTH O~
~d
#4 REBAR ANCHORS.
CONCRETE ANTI-FLOTATION BLOCK CONTRACTOR SHALL DRILL INTO PRECAST BASE AND SET
5.2" 4.6' S.2" 3" CLEARANCE ANCHORS USING EPOXY GROUT
TO OU'i SIDE OF
~4 REEAR} CONCRETE ANTI-FLOTATION BLOCK Q
w
U Pz
PROJECT No- BCP-0700
PU NAME: BCP07000-PD1
DsMcxsn W: DBH
Da"'nv ter' DBH
SCAM N.T.S.
DATE: 06719-2007
IS IME-1 NO.
PD~3
PRELIMINARY DRAWING NOT RELEASED FOR CONSTR' INSTRUCTION ~ McADAMS

i
~1
\ \ GRADING LEGEND
A
~ 2~ sTOAU onuN~ce
J ` ~ is corrmux CO)
s ~ ~ ~ ~ r ~~,.~R
283 IV IRIS PSEUDACORUS YELLOW IRIS QUART EI0S71NG 10' CONTWR O o
~ 00STNG 2' COHTp1R z.
452 PC PONTEDERIA CORDATA PICKEREL WEED , BARE ROOT/ PLUG PLUG 30' O.C. / ~ ~I \ \ RIP RM APRON
~ a
1 1 \ ~l \I ~ a
745 PV PELTRANDRA VIRGINICA ARROW ARUM ~ BARE ROOT/ PLUG PLUG za• o.c. 09L + 111\ w N z ~
~ kO
t2, s \ ~ GRAP cc
539 SG SAGITTARIA SPP. ARROWHEAD E__= ~ -z== BARE ROOT/ PLUG ;•"~~y.~~lS P~,~ o.~. w ~okO a~
1 \ ~ \ PWG 36' O.G Emm4 U~x
w ~
Z96 SV SCRIPUS VALIDUS SOFT-STEM BULRUSH BARE ROOT/ PLUG z w
w z w
w 04 a~
o , \ Ns \
1 - \ r + \ 1 \ 1 - 1 P CAR
I + A ~ W ~ IN ~ ~ ~ r r • • r
~ \ ' /
TE~I~ORARY SEEDII~TG SSCI~DULE •
.
~ ~ I I I I 1 ~
SEEDING DATE SEEDING MIXTURE ApPl1CA110N RATE W ~ ~
de I I o L +
JAN 1 -MAY 1 RYE (GRAIN) ' 120 LBS/AC
KOBE LESPEDQA ~ 50 LBS/AC
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC I uN~ a ~
'I~- I I J L
AUG 15 -DEC 30 RYE (GRAIN) 120 L8S/AC L ~ ~
\ +
SOIL AMENDMENTS 1 = + + 1 1 ~
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LB AC 10-10-10 FER7IUZER (FROM AUG B 4 + + L L
15 -DEC 30, INCREASE 10-10-10 TIUZER TO 1000 LB/AC). O
~SB.~ti. 8 1 + •
APPLY 4000 LB/AC STRAW. ANCHOR STRAW 8Y TACKING MATH ASPHALT. NETTING, I ~ 11 11 L__ _ ~ _ I~ 11 1 L LL W
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN L
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
JAN 1 - AUG 15: REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. + 1 , ~
RESEED. REFERTIUZE. AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. co
~7 ~ ~ ~ \ 111, ~ ~ _ 1 I
' AUG 15 -DEC 30: REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. VC+ LI7 L611- ~ \ 111 0.
TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND ~ \ - co yyO6j
JUNE 15. OVERSEED WITH 50 LB/AC KOBE LESPEDQA IN ~ H p7 N V ~Z
LATE FEBRUARY OR EARLY MARCH. ~ ~ ' TO USE
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO US THE PERMANENT SEEING SCHEDULE.
~
W
CV3
as a 00
\ \ \
S?~EDIIITG SCI~DLT~E (pA~li ten' \ ~ ~ ~ ~ ~ ~~~E~ 1 ~ \ \ 0
SEEDING DATE SEEDING MIXILIRE APPLICATION RATE
AUG 25 -OCT. (BESl~ TALL FESCUE 200 LBS/AC ~ ~ I I ~ I ss ~s91 \ HW ~ \ \
FEB. -APR 15 (POSSIBLE)
J
SOIL AMENDMENTS uN ~ JN 1 e•~ e8 ~ \
APPLY LIME AND FERIIUZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERIIUZER. ~E ~ ~ I~~B I ~ \
~SlL~ki.
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING MATH ASPHALT. NETTING, OR A MULCH AN~IORING TOOL A DISK MATH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL. N I ~ ~ I ~I s ~ I \
~AINTENA~~ X57
INSPECT AND REPAIR MULCH FREQUENTLY. REFERIIUZE ~ W LATE NANTER OF THE
FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW
REGULARLY TO A HEIGHT OF 2-4 INCHES.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15. ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE
GERMAN MILLET. BEFORE MAY 1. OR AFTER AUG. 15. ADD 40 L8/ACRE RYE (GRAIN). c
NOTE: PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE DAM. AND AND
INTERIOR SLOPES OF THE DAM (FlLL EMBANKMENT TO NORMAL POOL ELEVAl10N.
' ~ J ~ ~I ~ ~I
~ ~ ~ ~ ~ ~ ~ 1 ~ ~ I i~` \ ~
l.~ ~ ~ ~
~ I I I ~ I 1 ~ ~ ~ 1 / ~ I I ~ III ~ ~ ~ ~I~ ~ ~ AAA ~
l ~ ~ / ~ l / ~ ~ ~l
SEEDBED PREPARATjON
/ ~ / / / ~ ~
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL iO1L /1
CONDITIONS, IF AVAILABLE. 2.) RIP THE EN71RE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOSE ROCK. ROOTS. AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER. AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BEL01N*). X / / / / / / /
5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED. FlRM REASONABLY UNIFORM SEEDBED IS D IS / / / / / / / / N^- ecP-07000
PREPARED 4 TO 6 INCHES DEEP. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER BCP07000-PD1
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 11 lom er: AMT
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN m+x sr. AMT
THE PLANTING SEASON. IF POSSIBLE. IF STAND SHOULD BE OVER 60X DAMAGED,
KtCJIAtlUJt1 tVLLVWINIi UKIla1NAL UMW ttKlluLtFi AND SEEDING RATES. SEED LIGHTLY WITH VA TH Scia AS SHOWN
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION ION
AFTER PERMANENT COVER IS ESTABLISHED. /Vul 06-19-2007
/ r \ Ste! NO. PDLS
FINAL DRAWING NOT RELEASED FOR CONSTRI )NSTRUCTION McADAMS