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CONSTRUCTION PI 5515 L~?KEVIEW ROA CHARLOTTE, NORTH CAR BCP-07000
AND STOR11 ATER EAR
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ROLINA
DATE: JULY 24, 2007
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1-1 EXISIIl~TG CONDITIONS SURVEY
L-1 51"1'L+' YLAN
PD-1 EXTENDED DETENIYON WETLANDS D PD-2 EXTENDED DETENriON WETLANDS D PD-S EXTENDED DETENTION WETLANDS D PDLS EXTENDED DETENTION WE17,AND PL TAY S DETAM
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PLANTING PLAN
owivER:
BEACON # 18, LLC
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1-800-632-4949 ,,..~~N.~~ARO--.. THE J 0 HN R . :¢~~997°~: = COMPANY, IN ':,9~~y ,NEE~~' ENGINEERS/PLANNERS/SURVEYOR 2-4949) 5311 SEVENTY-SEVEN CENTER D 0~ ~ y/" a~...,,,, nv w nT nm~nn wrnr~mrr !Y 1 TAT TILT • Mc ADAMS
NORTH CAROLINA ONE-CALL CENTER
;C.
VICINITX NEAP ORS
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-494 AT 1 CI~I~T Io u~~~so nn~~r~ r~ r~~~~~~~~~~~.. DRIVE, SUITE 66
A i wr P% I I •+v nvuRQ rmluM I V aCV11V1V11V2 t.VIVD 1 KUl.11VIV UK CICVAVA I IV TO HAVE EXISTING UTILITIES LOCATED. 'A I IVN l~llt~i~?LV 1 1 n ~ IN V 1'G 1 11 I.An V L11V A 4 U 4 404 1Y
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR THEIR (704) 52'7-0800 wWW.JOHNRMCAD BALL". A'ING - NOT RELEASED FOR CONSTRUCTION
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL" REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PRELIMINARY DRAWING

I
GENERAL iL NOTES NOTES PERTAINING TO CHICAGO 11TLE INSURANCE COMPANY i
~ ~ COMMITMEWT N0. CH07-0008499 METES AND BOUNDS DESCRIPTION•
v? _ ~o`' EFFECTIVE: MARCH 7, 2007 AT 8:00 A.M. TRACT 1:
~ < ~ ~ 1 THIS S A ALTA/AGSM ~L ND XISTING PARCELS OF LAND. REVISED MAY 2, 2007 SGHEOUlE 8 -SECTION 2 ~ ~ \ Being that certain parcel of land located in Charlotte, Mecklenbu ~1 ~ MECKLENBURG COUNTY North Coroltna on the north side of Lakeview Road and being m MONUMENT "919" described below: ecklenburg County, ~O
~ Z = ~ 2.) BEARINGS FOR THIS SURVEY LAND TITLE SURVEY. being more particularly W
~ AS TAKEN FROM MECKLENBU iRVEY ARE BASED ON N.C. GRID (NAD83) ITEM 3 -EASEMENTS. SETBACK UNES AND OTHER MATTERS SHOWN ON PLAT RECORDED IN MAP BOOK 38, PAGE \ GRID COORDS. Commencin at an axistin rebar located on the northern ~i ht ~ ` ~ J N-580563.65 9 9 A
~ _ ~f 3.) ELEVATIONS FOR THIS SURVE FROM fEM~4 REFERENCE MAR ;LENBURG COUNTY MONUMENTS "7ZJ» BC "g~ J". 785. INCLUDING A 20-FOOT SEWER EASEMENT. FLOOD SURVEY ARE BASES ON NAVD (88) AS TAKEN uNES. AND S.w ~.M. BUFFER UNES AFFECT SUBJECT REBAR ` ~ ~ E-1455305.78 Lakeview Road where it intersects the eastern bank of Long9(.ree GRID COORDS. ~ ~ ~ being the southeast comer of Dora C. Cox Family. LLC. recorded n right of way line of Ong Creek, said point M
E MARKER: LONG-11 WITH AN ELEV.= 737.79. PRa'ERTY AS SHOYIM HEREON. N=581,888.79 ~ 3 O ~ 1'E577. Page 760. being located North 79`12'33' West 5.475.42 f E=9,449,9~7.1$~ ~ ~ ~ ~ jBM Mecklenburg County Monument '919' and said point having N.C.`\ r.~ ~ » Coordinates N=581.888.79 feet and ~=1.4+49.927.18 feet; thence / M ~ RM LONG-11 northern right of woy Itne of Lakeview Road along the orc of a c ~ ~ n? F ~ ELEV.=737.79 right having a radius of 1.145.92 feet. an arc length of 204.65 f / ` ~ r j ~ 'o ~ chord of South 63'56'12" West 204.38 feet to an existing rebar, recorded in Book 475.42 feet from W
g 4.) ZONING: I-1 » ITEM 4 -EASEMENTS TO THE STATE HIGHWAY COMMISSION ng N.C. Grid • > "
~ BUILDING SET BACKS: FRONT RECORDED IN BOOK 3321. PAGE 3 AND BOOK 3321, 'BONY 20' PAGE 5 DEFlNE THE RIGHT OF WAY OF LAKEVIEW thence along said Caw) TA ~ ~ 'c of a curve to the ~ A ~
~n - ono g SIDE b ~ SITE IS LOCATED REAR . 31DE 10~ ROAD AS SHOWN HEREON. 204.65 feet and a • O
ZEAR 10' ~~M 5 -EASEMENT AGREEMENTS TO THE CITY OF CHARLOTTE ~ i ~ n ~ • botng the Point of Beginning; thence continuing along the northe ~ 1 ~ ~ / / ~ 6X8 BOX CULVERT woy line of Lakeview Rood clong o curve to the right having o ro g rebar, said point e northern right of W
IrJ THE LON ~s 5.) FLOOD NOTE: THIS PROPERTY RECORDED IN BOOK 5998, PAGE 440 AND BOOK LONG CREEK WATERSHED. 8325, PAGE 211 AFFECT SUBJECT PROPERTY WITH ~PERTY IS PARTIALLY LOCATED IN A SPECIAL SANITARY SEWER EASEMENTS AS SHOWN HEREON. JQ ~ vin a radius of z d of South 74'52'57' Z
"~,0 / ~ ' / \ SSMH 1.145.92 feet, and arc length of X33.93 feet and a chord of Sou P~~i ~ O~~ ~ / ~ A S RIM-741.02 West 233.53 feet to o concrete monument; thence South 8932' ~~j ti / / r INV.-725.62 145.19 feat to a conaete monument; thence North 0978'SOr Wa JS~/ / ~ ice, ~ 18 "HEADWALL to a concrete monument thence South 81'44'17" West 223.82 ~,~~i~ ~ Y~ ~ TOP-737.3 recorded n Book 1456cPage 317:eth n eeleaving the~tghtof wa ~ S 35'27'12" E ~ ~ ~ ~ ~ ~ \ INV.-729.4 Road and following the Tine of said Dora Clark Cox North 03'03'3 190.19 ~ ~ _ ` 134.08 feet to an ex(sting rebar; thence North 50'18'30" East 2 SSMH ~ PALACE BROTHERS MASONRY INC. an existing rebar. thence North 6442'25' West 237.50 feet to AIM-736.39 ~ 4 ,~~i ~ / 1 D.B. 18606 PG. 85 pipe; thence North 18"19'26' East 395.77 feet to o stone, then N V.-BOLTED / ~ ~ ~ 1 32 4125 Went 663.47 feet to an exiatin iron t e locoed on T~ ZONING: I-2 (CD) 9 P P h 89032'31" West U O
SITE FLOOD HAZARD ZONE. IT IS IT IS LOCATED tN ZONE "AE" AS DEFINED B150" West 19.89 feet 223.82 feet to a z v
~ BY FEMA F.I.R.M. COMMUNIT DATED FEB. 04, 2004. AUNITY PANEL# 37119C 0106E us 2t Ho~~NG coMPANr etc. j / P~PG~O D.B. 18177 PG. 227 ~ Dora Clark Cox, Q;
ht of way of Lakeview W 03103'38" West z W x
°~""E °1~~ 6.) REFERENCES: D.[3. 14577 P.G ~~'IN~ P.B. 38, PG. 7 NrS OF THE MECKL NCDOT HIGHWA Ta Chicago Title Insurance Company and Beacon ~ ~s ~~c: PIN 02512213. '7 P.G. 760 , D.B. 1456 PG. 317 ~flNING: i-i ~ East 260.56 feet to
PG. 785 PIN ~E02512205 / ~`~SSMH NECKLENBURG COUNTY REGISTRY feet to a new iron O ~za no; thence North p,r co 0
~ ~ NV -60 IGHWAY PLAN 8.1654502. / ~ line Addfa Mae Reames, having a PIN of 02512201; thence along =ted on the southern C Z ..O
2213. 02512203. 02512204, 02512214 / / ~ ~ / ~P~ / E UNDERGROUND UTILITIES SHOWN HAVE T / X735 ^ \ 11 \ PIN ~t03733304 %e along the southern W W Gassing a rebar at P4 > E"
This is to certify that this map or plat and the survey on which it is based were made in 7.) UTILITY STATEMENT THE UND accordance with the "Minimum Standard Detail Requirements for ALTA/AGSM Land Title BEEN LOCATED FROM FIELD Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items DRAWINGS. THE SURVEYOR M 1, 2, 3. 4, 5, 6, 7(a), 8, 9, 10, 11(a), & 13 of Table A thereof. Pursuant to the Accuracy UNDERGROUND UTILITIES SHO Standards as adopted by ALTA and NSPS and in effect on the date of this certification, ~ ~ ~ ~ ! INV.-736.2 Itne of said Reames North 7149'46" East 313.36 feet (passing ~f ~ ~ / • ~ 298.36 feat) to a point on the seat bank of Long Creek, said po nathweat comer of VIT, LLC ~ecoMed in Book 11229, Page 803; said point being the W W p tf~
'IELD SURVEY INFORMATION AND EXISTING ~ / YOR MAKES NO GUARANTEE THAT THE ~ ~ , ~ ~0`~°~jy%'~ N SERVwICE ORPABAN ONED. CTHE SURVEYOR / / i ~ o` o ~ ~O/ ~ / / / j / ~ ~ the western Hne of said VIT. LLC and creasing Long Creek South ige 803; thence along W ,.4 O k South 30'46'00" M " d{
~ ~ N INV.-737.7 East 369.30 feet to an existing iron pipe located on the west at ~ • ~ DORA C. COX at the northwest comer of US 21 Holding Compony. LLC. BR ~ ~ FAMILY, LLC. Book 18177. Page 227; th~ce along the western Itne of said US e west side of Long O Vs LLC, recorded in Z x
undersigned further certifies that in my professional opinion, as a land surveyor registered IN THE AREA, EITHER IN SER in the State of North Carolina, the Relative Positional Accuracy of this survey does not FURTHER DOES NOT WARRAN exceed that which is specified therein. SHOWN ARE IN THE EXACT L DOES CERTIFY THAT THEY A _ POSSIBLE FROM INFORMATION 5 F,/ i ~ v D.B. 14577 PG. 760 Company, LLC and crossing Long Creek South 0920'27` Eost 24 30.0' ~ / i ~ i w PIN ~t02512214 thence South 35'45'42" East 223.77 feet to an existing iron pip j~ ~p~'G South 35~6'4Y East 460.40 feet to o point on the cost bank ~ / ~~'a'" INV.-738.3 and the northeast comer of the aforementioned Dora C. Cox Fa ~ ~ ~ ~y'O ~ ~ ~~~1~~ thence along said Dora C. Cox Family LLC, South 6138'36" West said US 21 Holding
J~ 5/~ - 4RRANT THAT THE UNDERGROUND UTILITIES ~ ~ / r' East 243.49 feet; iron pipe; thence
'ACT LOCAl10N INDICATED ALTHOUGH HE / i~ ;C Xank of Long CA/~0~
BEY ARE LOCATED AS ACCURATELY AS ~ / / ?ate k CATION AVAILABLE. THE SURVEYOR HAS / J/ ~ ~ ~3 Family. LLC, . 16" west 128.27 feet p~••••FsB%0 ••iji
~ ~3k a+„/~ / ~ \ I (passing an existing rebar at 30.00 feet) to an existing rebar. th / 738 , ~ l/~ ~ ^ ~ 2 p ~ fee{I of the POIN~OF BEgNNING~ coa intn~ 1261 a e 26 rebar, thence South QQ~4 y9 •;'9'
+~~wN s. $n~coM, ~~s +_-~2~s NOT PHYSICALLY LOCATED T oote TED THE UNDERGROUND UTILITIES. ~ / ~ ~ ~ 1 j % South 26'29 34 East : = • acres, more or less. = SEAL
r P~ ` / ~ = 12564
~ ~C ~ f' RB P. 0. B. TRACT 2 • t!+ %
N. C. GRID NAD 83 ~ ~ / / ~i%~' / ' p~~p~ G 4~' ~ i ~ ' / ~ j ~ / ~ ~G~G~Z ~ 4~ ~ j735~ (TRACT 1 } ~F, QQ ~ t ' ~ Net~ngh ~ t certain parcel of land located in Charlotte Mecklenbur ~,VO B _ ~ ~ ~ ~ I / rolina on the north aide of Lakeview Road and being mor x cklenburg County, '•,~~/F 00
described below: eing more particularly /CEITI'1
? 'x ~ ~ x \ ~ L Commencin at an existin rebar located on the nwthem ri ht of 135 ~ ~ ~2 ~ 0 S \ ~ ! \ / 9 9 g
/ ~ ~,1~ ~ fp~ ~ RBR ~ F ~ Lakeview Road where it intersects the eastern book of Long Creek ~ " ~ ~ i ~ ~ ~ ~ ~ \ \LI ~ being the aoutheost comer of Doro C. Cox Fcm~y, LLC. recorded i 7~ ~ \ 1~~ ~ ~ \ \ ~ 1.577, Page 760, being locoed North 79'12'33` West 5.475.42 fe ~~A~v~ ~ ~ I ~ \ % I ~ ~ Mecklenburg County Monument '919' and said point having N.C. G \ ~ ~ \ ~ ~ ~ Coordinates N=561.888.79 feat and E=1.449.927.18 feet; thence a l~ ~ I ~ \ \ \ ~ ~ no~rthem right of way line of Lakeview Road along the arc of o cu right of way line of ng Creek, said point
OWNER' ABL TRACT OWNER AREA DEED REF. ecorded in Book
1 DORA C. COX FAMILY, LLC. 02512213 12.61 ACRES D.6.74577-760 ~ 460.40' i ~ / Tom---l _ ~ i / 75.42 feet from g N.C. Grid
gtM P~ ~-f 15' SANITARY ~ ~ ~~~tY-724.sy_ ~ ~Q,~ / ~ i thence along said of a curve to the
2 DORA CLARK COX 02512204 1.40 ACRES D.B. 1456-317 P \ J~ ~ ` : ~ I I ri ht havin a radius of 1.145.92 fad. an arc length ~f 264.65 fe , , ~ C chord of South 6356'12' W~sat 204.38 feet to an existing rebar. J ~ \ 1 \ ~ ~x~q ~ ~ ~ the arc of a curve to the right having a radius of 1.145.92 feet. - h- NT. STREAM ~ length of 233.93 feet and a chord of South 743257 Weat 233.5 !04.65 feet and a
3 DORA C. COX FAMILY, LLC. 02512203 6.41 ACRES D.B. 14577-760 S TOTAL 20.42 ACRES 9 rebar. thence along 2 feet. an arc
SEWER EASEMENT & / / ~ / ~ ~ i' ~ . ~ ~ ~~~,,J FR PO_~tp 9€€~SII~_, ~ \ ~ 1` 1~~ ~ I ~ ~ concrete monument; thence South 8932'31' West 1.5.18 feet to sst 233.53 feet to a
CON CURVE TABLE 10' TEMPORARY / / ~ CONSTRUCTION EASEMENTS , ~ ~ / ~z~ ~r ~ ~ ' /%j/~~~ ~ - ~ - ~ ~ ~ \ (DIS f~ED) ~ ~ 1 1~I ~ / ~ monument; thence North 0978'50' West 19.89 feet to a concrot ~ ~ ~ thence South 814417 West 223.82 foot to a rebar. the PANT ~ \ . -r~ upL W' ~ ~ l` 1 1 I ~ ,y BEgNNING; thence continuing along the northern r19ht of way IMe i feet to a concrete i concrete monument;
s POINT OF
P.B. 3825P.G. 785 1 / , / / ~ ~ 0' SANITARY ~ ~ ~,~i• ~ 2/~ ~ ~ 1 ~ VER EASEMENT ~ ~ ' i ~ ~ ~ ~ ,SAS ~ \ ~ Zp~ \ 1 ~x ~ Road South 81%15'06' West 163.94 feet to a concrete monument ~ \ - - ~ ~ ( ~ 1 ~ ~ southeaatem comer of Dora C. Cox FamOy. LLC. rocorded in Book way line of Lakeview inument at the
CURVE DELTA RADIUS CHORD BEARING TANGENT LENGTH 20' SA C1 1073' 7" 1145.92' 04.38' S 63'56'1 W 10 .60' 204. 5' SEWER E C2 11'41'48° 1145.92' 233.53' S 74'52'57" W 117.37' 233.93' D.B. 5998 ` \ \ ~ ; ~ ~ ~ ~ 1 ~ ~ / 760; thence leaving the right of way of said Lakeview Road and f ~ eastern Itne of said Doro C. Cox Family. LLC North 18'19'26' East In Book 14577, Page z od and following the O
Z6" East 448.01 feet 0-4
/ r ~ ~ 1 \.8. JG.7~ LINE TABLE ~ ~ . 5998, P. G.442 / ~ , ~ i~ / ' ~r/_ ~J/~3~ / ~ ~ r ~ ~ ~ ~ ~ ~ \ 1 I I to a new Iron p(pe; thence South 64'42'25' East 237.50 feet to ~ ~ \ \ ~ / / mbar. thence South 50'18'30" West 260.56 feet to an existing r \ 20 i~A South 03'03'38' Eost 13.08 feat to the POINT OF BEgNNINGr con feet to an existing cri existing rebar, thence
. 38, P.G. 785 ~ / ~ / ~ ~"~/s ~ / - - ` v , / / ~ ~ / /j /INV.-i2~ j ~ ~ ~ ~ ~ ~ ~ lulu \ ~ ~ ~ ~I ~ l f l acres. moro or less. VING, containing 1.40
LINE LENGTH BEARING 1~ / ~ r ~ - , ~ L1 17.73' N 49'26'10" E ~ ~ i' ^ ~ ~ ~ ~ ~ S~ Z°~ \ 1 ~l ~ ~ ' ~ ~ TRACT 3:
~
L2 32.35 N 71'44'49 ~ ~ COMMUNITY \ ~ - ~ ~ ~ ~ ~I Being that certain parcel of land located in Charlotte. MecWenbu~g r.kienburg County. O
L3 19.89 N 09'1 50 W / ;3~~W r. 1 I I North Carolina on the north aide of Lakeview Road and bolo mor ~ \ ~ \ ~ \ FFER ~ ~ . ~ \ \ ~ t ~ 1~~~.1 I~ ^yy described • below: - • - - - - - - ling more particularly cp
/ ~ ENCROACHMENT
~ . ~ i ~ ~ ~~enwng at an exisang ret>ar Iocated on the orthem right of ~ ~ ~ ~ ` Lakeview Road where it tnteroects the saatem bank of Long (~eek~ right of way line of (Md R 16%Z 1
~ D.B. 11229 PG. 803 , / / ~ ~ ~ ZONING: 1-1 r""" \ \ ~ \1 ~ \ ~ ` I ~ I being the southeast comer of Doro C. Cox Famil . LLC, recorded t` . Poge 760, being locoed North 79'12 33 Weat 5,478.42 fs ~ \ ~ ~ \ 1 \ ` \ I I ( MecWsnburg County Monument "919" and sold point having N.C. Gr \ \ ~ \ \ ~ x ~ Coordinates N=581,888.79 feet and E~1.449.927.18 feet; thence of ng Creek, sold point IM4 scorded in Book
~ , 75.42 feet from a a N.C. Grid En 0
i PIN ~j~025122~ i ~ ~ " - ~ . = ~ / ~ FEM~Ft'DO~~IAY • ' -~24~ 7 northern right of way line of Lakeview Road along the arc of o cu ~ \ 7,50 ~ ~ ~ 1 ~ ,I ~ right having a radius of 1,145.92 feet. an arc length of 204.65 fe ~ ~ ~ al \ ~ ~ ~ I+~ I chord of South 63'5612 West 204.38 feet to an existing rebar. thence along said CID P4 0
~ / p~~ / ~ENCRbACHMENT UNE~r ~'S~, g i / / P~/ / n o9•zo'2~• iii/~1/ v . ' ~ f~ ~i i's~ ~ ~ of a curve to the V"j w0~ 04.65 feet and a Z Cq
43.49' / H / i , ~ I / - / ~ ~ = ~JjiiiG ~~~iso / ~ ~ \ ~ ~ \ \ ~ \ 1 ~ i~~ I N thence along the arc of a curve to the right having a radius of 1. rebar, 9 x
iii l~~'is'Sy' JfRAC71` % % ~ ~ ~ ~ V.~80US ~ - - ~ ~ ~ " ~ ~ II an arc length of 233.93 feet and a word of South 74'52'57' Wea \ \ ~ ~ ~ \ \ U QI feet to a concxete monument; thence South 8932'31" West 145.1 Jius of 1,145.92 feet, 0 E-+ "57" West 233.53 Z 1--+ g
\ ~ \ t ~ conaete monument; thence North 09'18'50' West 19.89 feat to a et 145.19 feet to a ~ ~ C
~ ~ ~ ~J•P~~ / ~ ~ i ~ . ~ • ~ INV.-726.6 ' i S ~ / ~ ` set to a concrete a Z w a rebar; thence
\ \ \ ~ ~ ~ \ \ ~ South 8145'06' West 63.94fes • Wit 223.82 feet to a rebar t to a concrete monument at th ~ ~ ~ \ ~~~~1~ intersection with the eastern right of way Itne of Interotate 77. th ~ ~ \ \ \ ~ 1 I ~ ~ I ~6 BEgNNING; thence along the eastern right of way line of sc(d Inte \ \ R~ \ \ ~ss\ ~ \ \ \ \ ' I ` I I I ~ I I North 3052'53" West 159.34 feet to a concrete monument; thenc I 01'45'40' Weat 557.23 feet to a con~xete monument; thence Nor + ~ \ ll` West 298.09 feet to a concrete monument; thence North 0072'3 ~ ~ ~ ~ ~ \ \ \ / ' I ~ ~ ` 386.08 feet to an existing rebar at the southwestern comer of Ad ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ Reames. having a PIN of 02512201; thence clong the southern line rnt at the e 77, the POINT OF W H
said Interstate 77 0 0
it; thence North 0 ~ ;nce North 01'00'52" e+~
1 00*22'39" West • • 0
ier of Addis Mae W Q them line of said
\ South 32 41'25" East 663.47 feet to a atone; thence South 1879 \ 395.77 feet to an existing rebar at the ~orthweatem comer of Do ~ ~ ~ IKV.(60~ 9. ~I I Cox. recorded in Book 1456. Page 317; thence along the western i \ ~ ~ \ ~ ~ Dora gorlc Cox South 18'f926 West 448.01 feet to the POINT OF -on pipe; thence
~ .o ~ s ~ ~ ,W ~s , ` } r L ~ ~ll ~ ~ FUTURE i ~ ~ _ ~ ~ ~ ~ ~ I ONDITIONS FLOOD ~ RIM H~0.48/ ~ ~ ~ i / ~ ~ ~ ~ ~ / ~ ~ \INV7 23.1J8~ i/ 1 ~ . / ~ / ~ ~ / .i ~ ~~~s~ \ \ ~ ~ ~ ~ \ 2~-7 6~0~ 1~ ~"~I IIII Reames North 4976'10" East 17.73 feet to an exiattng iron pipe; ith 1819'26" West 0 or of Dora Clark
western line of sold
II I j~~ ~P~ !r="~ 1 ~ C ~ FRINGE LINE LOOD / yn / ' ~ ~ / ~ ~ / / / _ \ ~ E \ ~ ~ ~ \ \ \ l(VV~'t5 )~74 .2 ~ containing 6.41 scree. more or less. 'OINT OF BEGINNING,
~y ~T ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ 6,,,MA
~'.N a„46~Q?C~~ ~'O\d ~ \ \ ~ 5 F ~ X. ~OC. ~ ~ III I~ ~
~ \ ~ ~ ' 1~ NII I I 765 CONTROLLED ACCESS p \ I PUBLIC R/W PER
~ ~ ~ ~S 1~ ~ \ \ ~ ~ ~ I ~ NCDOT PLANS
7` '"~~S7~F"M ~ \ \ '~S,~~• I ISHED~ / OU~E \ \ ~ \ IN .-741 \ I
\ ` \ \ ~ \ ~ ~ ~ .`rte-- l~ ~ ~ C dt D MANAGEMENT
/ . f3'S~MH ~ / I ~ FEMA FLO 4p~~ RBR FOUND S RI -X31-4Y-~ / C / I~ U ~ ~ \ 15.0' FROM ~ i I~ ~ 730 , ~ ~ ~ ~ ~ ~ ~ \ \ \ \ \~6 ~CT~2 -~~~J/ D.B. 18397 PG. 215
/ ~ \ ,,tip ~ ~ \ ~ Z PLAIN G: i-2 (c~) LEGEN D
• . ~ \ \ \ ~ X373305 ' • : • 3 BR / B QQ EXISTING MONUMEN ONUMENT AS NOTED
~ SSMH \ ~ ~ /</C/~/~ r ~ ~ / ~1 \ ~i~ \ 1 L URI EIP EXISTING IRON PIP ~~s ~ ~ 3 W R/W PER RBR EXISTING REBAR 0- !ON PIPE
RIM-730.78 ~ ~ / ~ ~~vs ~ \ \ \ ~ 1J /~1"" OAS \ ~ INV.-721.83 ~ ~ 1 I I j ~j l 1 ~ /~g%~ ~ ~ . ` ^ ~ X55 \ ~ \ ~ ~ ~ ~ ~ \ ~ ~ Houk EBAR j
r ~ ~ 1~~ D.B. 3321 PG. 3 \ I ~ f \ ~ ~ I~.'.t tO D EXISTING CONCRET ~ ~ ~ ^ ~ ~~1~ O IRON PIPE SET ONCRETE MONUMENT 02
SET
~ \ \ ACT 3 ~ ~ \ ~ \ ~ x ~ \ " RE 1N1 JV I , \ \ ~~~''2• ~ ~ CALCULATED POINT a D POINT o ~
VI~LL ~ 7 ' ~ CAR 0{ ~T \ ~ I V.-749.~i~ \v,\ \ ~ ( GUARDRAIL (TYP.) ~ BORE HOLE
\ x`'x~ X~ i ~ l 1 ~ ~ I~ ~`l ~ I i US SANITARY SEWER ~x \ X x \ ~ 1~. ~ I I I II 11I WATER VALVE w '•EWER MANHOLE
VE
\ ' ; ~x \ EPMEM~RAL ~ ~ ~ 1`1111 ~ ~ ~ WATER METER ER
, \ x DR IN OM CUL RT ~ ~~~1 ~ ~ I I~
j~ / ~ ~ l ~ I bah \ \ \ \ \ \ / 1 \ \ ~ INV-75Q. ~ J I I ~ FlRE HYDRANT ?NT
~ ~ ~ / J ` \ \ J \ ` ~ ~ k~X ~ ~ t S ( ~ ~ O TELEPHONE PEDES ~ ~ ` ~ J ~ ii ~ ~ ~ ~ 30 Q ELECTRIC BOX PEDESTAL
~i/ ADDIE MAE REAM \ / ~ r ~ - ~~l / ~ ~ ~ l I ' ~ J I \ \ ~ ~ ZONING: I-1 ~ \ / ~j ~ . S ~ ~ ( I \ \ - = ~ f PIN ~t02512201 / _ r 1 ~ ~ 1 ~ I ox
t
~ ~ woos l \ODS ` / :I ~ ~ I ~ ~ ~ , I / r ll)I \ ~ ~C` ~ LIGHT POLE ~ ' ` ~ / J ~ POWER POLE E
/ / 1 ` ~ ~E~ P~ ~ ~ I I III TCE TEMPORARY CONST ~ ~ ~ / 1 , ~i 'S~` ~ ~ I I D.B R~ 1 G. 5 EASEMENT CONSTRUCTION
/ ~ ~ 760'~~ ~ ~ / 1 ~ 1yy•y~ \ -"s ~ I ~II~ I SSE SANITARY SEWER E _ . - ~ _ - ~ \ `FACT 3) ~bs--- I ~ I~ - EWER EASEMENT
_ % \ ~ / ~ I JI ~ ) - _ _ _ _ STORM DRAI \ j / ~ , / ~ g m 0~ OVERHEAD \ ~ ~ ~ \ ~ I ~ ~ W WATER LINE
1 T' ~ it 08_------ -`C _ ZM DRAIN
ot• ' w \ \ ZHEAD UTILITY LINE
I R R / / / ~ 00'22' 9' W _ ~ ~ \ =R LINE
~ L ` r II 1 'J \ `J ~ / ~ ~I ~l~ SS SANITARY S ~ -~aJW ~y. ~ ~ -X X FENCE LINE TARY SEWER LINE PROJECT NO. BCP-07
1 / t - ~ 000
= ~ 'T =765= ~ = ~ ;E LINE FMENA sE: BCP07000-XC
~ \ ~ = ~ 760 ~ -760--'__ ~ - _ ~ = - ~ \ , ° - :6o- ~ GUARDRAIL ZDRAIL DESIGNED BY: KSB
~ ~ ter- rr~5 i .r\ \ - ~ '60
was em DRAWN Eff: BSK
r- -FL M - ---w- - ---755--- - X55- ~ ~ ~ 756 ---757-- EOP SCALE: 1 =60'
----752 -751 - ----7 ------753 W EOP DATE: 07-09-2007
EOP < 7 ~ o
4 o O INTE, ~o MTERSTATE I-77 GRAPHIC SCALD LE STET No.
. o. i0 120
0 0 N L .ONTROLLED ACCESS PUBLIC R/W so o ~o so J
McADAMS
NOT RELEAS~E~~OR ~O~STRU STRUCTION

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OWNER: R: REVISIONS: THE JOHN
R. J R. McADAMS
P 77 OVIERLOOK PARK >Ilo o co BEACON #18 LLC D 07-26-2007 CITY OF CHARLOTTE REVIEW COMMENTS :~~~~~..••'~~~~~~~'A.,DiP ~~i C O 'ok ME
9335 00 QZ 07-31-2007 MECKLENBURG STORMWATER SERVICES ~ 0~T y'% m PANY, I 9335 HARRIS CORNERS PARKWAY ?m ~ Z INC.
0 N J LAYEVIJLLfW ROAD d 0 CF) moo SUITE 250 DOS-02-2007 CDOT REVIEW COMMENTS ~ co a = ENGINEERS/PLANNERS/SURVEYO ;HARLOTTE, NORTH CAROLINA 28269 O 08-15-2007 REVISED BUILDING FOOTPRINT %~o,~a?`~.~
~ j o o N~° o CHARLOrrE. NORTH CAROLINA CxaRL ~ o % ZVEYORS
5311 SEVENTY-SEVEN CENTER I [TER DRIVE, SUITE 66
V 0 0 SIIE PLAN QS 08-21-2007 EXPRESS REVIEW COMMENTS I#•'OFR "••••••'''d~,.~`~~ CHARLOTTE, NORTH CAROLINA ' 00 [phone] [NA 28217
Q6 10-02-2007 RTAP PANEL/GRADING/WATER REV/COOK www,'ohnrmcadams.COYYl

SPORMWATER W] CONSTRUCTION SPECIFICATIONS
GENERAL NCIr1~S BER~NI SOIL AND COMP 1. PRIOR TO CONSTRUCTION, THE ON-SITE GEOTECHNICAL ENGINEER SHALL VERIFY THE 1. ALL FILL MATERIALS TO BE USED FOR T SUITA811JTY OF THE PROPOSED BORROW AREA / FlLL FOR USE IN THE DAM EMBANKMENT BORROW AREAS APPROVED BY THE ON-SIT / KEY TRENCH/ IN-SITU SOIL SUITABUTY FOR EMBANKMENT. SHALL BE FREE FROM ROOTS, STUMPS, W0 OR OTHER OBJEC110NABLE MATERIAL THE 2. THE ON-SITE GEOTECHNICAL ENGINEER SHALL INSPECT THE KEY TRENCH EXCAVAl10N AS FlLL WITHIN THE DAM EMBANKMENT AND cr)
MPACTION SPECIFICATIONS ~ \ I ~ ~ . \ ~ ~ ~
FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM \ I \ ~ \ ON-SITE GEOTECHNICAL ENGINEER. THE FILL MATERIAL / / ~ \ \ ~ \
PS, WOOD, STONES GREATER THAN 6" I I \ . AND FROZEN / I A
THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE ~ I \ \ ~ \ NT AND KEY TRENCH: ML AND CL / ~ ~ ~ \ \ ~ ~
PRIOR TO PLACEMENT OF ANY BACKFlL~ WITHIN THE KEY TRENCH. IF THE CONTRACTOR
CONSTRUCTS AND COVERS UP THE KEY TRENCH PRIOR TO INSPEC110N, THEN THE KEY 2. FlLL PLACEMENT SHALL NOT EXCEED A TRENCH SHALL BE UNCOVERED AND TESTED AT THE CONTRACTOR'S EXPENSE. CONTINUOUS FOR THE ENTIRE LENGTH OF E FOR THE BERM SECTION. ALL UNSUITABLE M ~ ~ .ED A MAXIMUM 8 LIFT. EACH LIFT SHALL 8E ~ \ s~,\ ~ \ GRAPHIC SCALE ~ ~ \ 30 0 15 70 80
H OF EMBANKMENT. BEFORE PLACEMENT OF FILL / ~ \ \ \ (ABLE MATERIAL SHALL BE REMOVED AND THE ~ ~ \ c
3. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT SURFACE PROPERLY PREPARED FOR FlLL P PLANTING PLAN /SCHEDULE. PLEASE NOTE THAT NO TREES /SHRUBS OF ANY TYPE FlLL PLACEMENT. ~ \ \ ~ o 0 0
MAY BE PLANTED ON THE PROPOSED DAM EMBANKMENT. 3. ALL FlLL SOILS USED IN THE EMBANKMEN / ~ ~ 1 inch = 30 ft. zi
COMPACTED TO AT LEAST 95~ OF THE STA 4. IF DURING THE INITIAL STAGES OF CONSTRUCTION, THE YVETLAND WILL BE USED AS A (ASTM-698). THE FILL SOILS SHALL BE CO SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. THE CONTRACTOR SHALL FOLLOW TO +3 PERCENT OF ITS OPTIMUM MOISTURE ANKMENT /KEY TRENCH CONSTRUCTION SHALL BE \ HE STANDARD PROCTOR MAXIMUM DRY DENSITY ~ \ t \ ~ \
BE COMPACTED AT A MOISTURE CONTENT WITHIN -1
THE GENERAL CONTRUCTION SEQUENCE BELOW: PERFORMED BY 1HE ON-SITE GEOTECHNiCAL )ISTURE CONTENT. COMPACTION TESTS SHALL BE / \ . CHNiCAL ENGINEER DURING CONSTRUCTION TO VERIFY \ \ ~ a
THAT THE PROPER COMPACTION LEVEL HAS EL HAS BEEN REACHED. THE FlLL SHOULD BE \ ~ SHALL CROSS N~ P PE UN11LRMINIMUM COVER s 0 9 L 1 ~I\ \ \ .g P
A. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET COMPACTED USING A SHEEPSFOOT TYPE C0 STRUCTURE. DAM, KEY TRENCH. ETC.) WITH THE EXCEPTION OF THE INTERIOR THE PIPE. NO COMPACTION EQUIPMENT SHA WETLAND GRADING. THE INTERIOR GRADING WILL BE CONSTRUCTED ONCE THE ESTABLISHED ALONG THE -PIPE. ( IN75~ A \ ~ w N z ~
/ ~ ~ 1 11~ \ ~ CFA ) i
EROSION CONTROL PHASE IS COMPLETE. 4. A KEY TRENCH SHALL BE PROVIDED GEN B. THE TEMPORARY DRAWDOWN RISER SHALL BE CONNECTED TO THE PERMANENT 17~ENCH SHALL EXTEND A MINIMUM OF 5 FT 0 RE AN - I ED BENEATH ALl FlLL AREAS OF THE BERM. THE RS X2) ~QO a moo
)F 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE / DE IL PD
8"~ DIP DRAIN PIPE. 36"s~ OUTLET BARREL AND SHALL HAVE A TRENCH SIDESLOPES SHALL BE A MINIMUM C. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL COMPACTED TO THE SAME SPECIFlCATION U INSPECTOR APPROVES THE REMOVAL OF THE SEDIMENT BASIN, THE CONTRACTOR ON-SITE SOIL CONDITIONS ENCOUNTERED DU SHALL REMOVE THE TEMPORARY DRAWDOWN RISER AND CLEAN-OUT THE BASIN. ALL GEOTECHNICAL ENGINEER MAY VARY THE DE SEDIMENT, TRASH. ETC. SHALL BE DISPOSED OF PROPERLY (I.E. -PLACED IN A AS DEEMED NECESSARY. THE ON-SITE GEOT LANDFlLL) AND NOT STOCKPILED IN AN AREA WHERE WATER QUALITY COULD BE DOCUMENTAl10N OF ANY VARIATION FOR FU ADVERSELY AFFECTED. \VE A MINIMUM BOTTOM WIDTH OF 5 FEET. THE KEY \ \ \ VIMUM OF 1:1 (H: V). THE KEY TRENCH SHALL 8E \ \ E=4 P4
~TION USTEO IN ITEM 3 ABOVE. DEPENDING UPON ~ \ ~ w c~ o co w ~ M
:RED DURING EXCAVAl10N, THE ON-SITE z
THE DEPTH AND DIMENSIONS OF THE KEY TRENCH E GEOTECHNICAL ENGINEER SHALL RETAIN z
FOR FUTURE AS-BUILT SUBMITTALS . ~ ~ 'SHALL PROVIDE THE ENGINEER WITH REPORTS TO \ ~ RIPCR ON w tea`.,
5. UPON REQUEST, THE CONTRACTOR SHALL
D. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES ~R~~ TMAT THE DAM EMBANKMENT MEETS MEETS THE SPECIFlED COMPACTION REQUIREMENTS. TA1 2J~ % .%y\ CARD
REMOVED. THE CONTRACTOR SHALL CONSTRUCT THE INTERIOR GRADING SHOWN ON COMPACTION REPORTS WILL BE NEEDED DURI ED DURING THE AS-BUILT CERTiFlCA710N PROCESS S =SQUARE N~\ ~ ~ i
THIS SHEET. FOR THIS STORMWATER FACILITY. THEREFORE TO ENSURE COMPACTION TESTS ARE PROPE E. ONCE THE GRADING IS COMPLETE. THE CONTRACTOR SHALL REQUEST AN ON-SITE :REFORE. IT IS THE CONTRACTOR'S RESPONSIBILITY NAL DIMENSIO S FT. 5 \ PROPERLY PERFORMED DURING CONSTRUCTION. TOP F R ER = 7 8.5 • ;~0 .'y • •Q .
INVE T (36"0 RI G RCP)1= 7 .0
INSPECTION AND AN AS-BUILT SURVEY PRIOR TO INSTALLATION OF THE WETLAND ~T wv~r~? T~ ~w PLANTS. IF THE CONTRACTOR PLANTS THE PROPOSED VEGETAl10N PRIOR TO AN Sru.~W~i r~r~i SVaGs~n AS-BUILT SURVEY (AND SUBSEQUENT APPROVAL), ANY CHANGES TO THE BEDDING SP~CIP'TCATIO GRADING / RE-PLANTING OF PLANTS WILL BE AT THE CONTRACTOf2'S EXPENSE. - 29
GRADE SUPPORT AND cH~:, c~~ . I GOV
1TIONS
F. ONCE THE ENGINEER HAS APPROVED THE AS-BUILT GRADING, THE CONTRACTOR 1• FILL IN THE AREA OF THE SPILLWAY PIPE 1Y PIPE AND ADJACENT AREAS SHOULD BE BROUGHT \ ~
SHALL PLANT THE PROPOSED WETLAND PLANTS SHOWN ON THE LANDSCAPE PLAN UP TO A POINT OF 2' TO 3' OR MORE A80V FOR THIS FACILITY. PIPE IN ADVANCE OF SPILLWAY CONSTRUCTI INSTALLED IN A TRENCH CONDI110N. ONCE 5. THE CONTRACTOR SHALL SCHEDULE A FINAL AS-BUILT INSPECTION AND AS-BUILT THE TOP OF CROWN, THE PIPE TRENCH SHO SURVEY WITH THE ENGINEER. AN AS-BUILT INSPECTION SHOULD BE SCHEDULED A 'E A80VE THE TOP OF CROWN ELEVATION OF THE 2~H 1
~TRUCTION SO THAT THE SPILLWAY PIPE CAN BE \ cn
ONCE THE FlLL IS AT AN ELEVATION 2'-3' ABOVE I M R0~0\L :H SHOULD THEN BE EXCAVATED FOR INSTALLATION. I \ z
MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND (OR A CERTIFICATE OF 2. IF SEEPAGE OR FLOW OCCURS IN OR ALO OCCUPANCY) IS REQUIRED. ANY COMMENTS OR DEFlCIENCIES IN THE DAM CONSTRUCTION CONTROL WILL BE NECESSARY. THIS COULD
OR ALONG THE PIPE ALIGNMENTS, GROUNDWATER I COULD INVOLVE PUMPING (OR STREAM DIVERSION, _ I U
MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE ETC.) DEPENDING ON THE TOPOGRAPHY. SIN iY. SINCE IT IS NECESSARY TO WORK IN A "DRY' ~ , ~ + - ~ ' r 3
CERTIFlCATION SHALL BE GRANTED. UPON FINAL APPROVAL, CLOSE THE 8"W BOTTOM CONDITION, THIS SITUATION MAY REQUIRE US DRAIN VALVE IN THE RISER STRUCTURE AND BEGIN IMPOUNDING WATER. NO WATER SHALL FlLL, ETC. TO ESTABLISH SUBGRADE CONDITI BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED . PLACEMENT. DIRE USE OF LEAN CONCRETE BACKFlLL. FLOWA9LE ~ - ~ ° ~ 4 CONDITIONS SUITABLE FOR SOIL TYPE BACKFlLL ' ~ w , ° , ~ _ • , ~ - , ~ 73 50 0 O Ix
p ~ INy. OUT (~l6' ~ N\ P~`@V~(7b3.7 \ ~ \ \ a
6. IN ORDER TO HELP MAINTAIN A PERMANENT POOL. THE CONTRACTOR MAY NEED TO 3. PRIOR TO INSTALLATION. SUBGRADE CONDI W
INSTALL A CLAY LAYER OR A PERMANENT GEOSYNTHETIC CLAY LINER A MINIMUM OF BE EVALUATED BY THE ON-SITE GEOTECHNIC 1-FOOT BELOW THE LOWEST GRADE OR 1-FOOT BELOW THE BOTTOM ELEVATION OF THE BEARING CONDITIONS EXIST AT THE SUBGRAD E CONDITIONS ALONG THE SPILLWAY PIPE SHOULD. ~ • ~5~~ . ' - " . " . . ' . ~ 735. TECHNICAL ENGINEER TO ASSESS WHETHER SUITABLE ' , ` ` ' . ~ ~ ~ 1 735.51 y \ \ `I IR\\\ ~ \ \ cf)
ROOT BALL FOR THE PROPOSED PLANTINGS (WHICHEVER IS GREATER). IF A GEOSYNTHETIC UNSUITABLE CONDITIONS BE ENCOUNTERED A LINER IS CHOSEN, THE LINER SHALL BE BENTOMAT CL BY CETCO LINING TECHNOLOGIES MAlER1ALS SHOULD BE UNDERCUT AS DIREC OR ENGINEER APPROVED EQUIVALENT. UNDERCUT MATERIALS SHALL BE REPLACED 1 FlLL. LEAN CONCRETE OR PLOWABLE FlLL AS ~UBGRADE LEVEL SHOULD SOFT OR OTHERWISE Y W W
FRED ALONG THE PIPE ALIGNMENT. THESE ~ ~ _ ~ - 1 ` LO MA SH .DIRECTED BY THE GEOIECHNICAL ENGINEER. THE M SH ~ Z o
LACED WITH ADEQUATELY COMPACTED STRUCTURAL + 0
7. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. DUE TO THE EXISTING SOIL ENGINEER. FILL AS DIRECTED BY THE ON-SITE GEOTECHNICAL , Y ` 35. 0 + G~ HI MA H \ I I I ~I~`\ NI \ \ \ \ \
LAYERS IN THE WETLAND. THE CONTRACTOR SHALL OVEREXCAVATE THE INTERIOR w O N
PORTIONS OF THE WETLAND (FROM THE NORMAL WATER SURFACE ELEVATION TO THE 4. FILL MATERIAL ADJACENT TO fHE 36"0 0 BOTTOM) BY 1-FOOT. THE CONTRACTOR SHALL THEN BRING THE WETLAND AREA TO THE SPECIFICATIONS LISTED IN ITEMS 1 THROUGH 36"0 0-RING OUTLET BARREL SHALL MEET THE I 1
FINISHED GRADES USING THE TOPSOIL STOCKPILED ON-SITE. THE OVER EXCAVATION WILL COMPACTION SPECIFICATIONS." THE CONTRAC ALLOW FOR BETTER PLANTING CONDITIONS FOR THE PROPOSED WETLAND PLANTS. COMPACTION EFFORTS ALONG THE PIPE TO E ' ADJACENT TO THE PIPE ARE FlLLED WITH PR CONSTRUCTION PREPARATION TROUGH 3 IN THE SECTION TITLED "BERM SOIL & I 1 I 1 DNTRACTOR SHALL PAY SPECIAL ATTENTION TO THE I \ ( ,
'E TO ENSURE THAT ALL SPACES UNDER AND I 35.5
NTH PROPERLY COMPACTED MATERIAL , t ass + ~ s.so ~ ~~j ( ~ ~ ~ \ \ \ cQ
i I I 1 N 1 N MAL PO L EL 73 .n• I I Ntl \ \ ~CJ~ 11 \ \ \
1. PRIOR TO PLACEMENT OF THE NEW FlLL, THE AREAS ON WHICH FlLL IS TO BE PLACED "~S"1'~G OF 1~ L~aV~A SHALL BE CLEARED AND STRIPPED OF TOPSOIL. TREES, ROOTS. VEGETATION. AND OTHER 7ES11NG OF THE NEW FlLL MATERIALS SH OBJECTIONABLE MATERIAL THE AREAS ON WHICH FlLL IS TO BE PLACED SHALL BE RECOMMENDED LEVEL OF COMPACTION IS AC SCARIFlED. ~ ~ ' , ~ UR CE {AREA -21~ 41 F ~ ~ ~ \ 11 \
4LS SHALL 8E PERFORMED TO VERIFY THAT THE \ J IS ACHIEVED DURING CONSTRUC110N. THEREFORE, \ a
ONE DENSITY TEST SHALL BE PERFORMED F 2. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON EVERY LIFT OF FILL iMED FOR EVERY 2.500 SQUARE FEET OF AREA FOR \ CO o
~ U
THE DAM EMBANKMENT ONCE FlNAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE 2, TESTING WILL BE REQUIRED ALONG THE 3 BEEN ESTABLISHED WITH COMPACTED FlLL OF ONE TEST PER 25 LF OF PIPE PER VERTI 3. THE CONTRACTOR SHALL FURNISH. INSTALL, OPERATE, AND MAINTAIN ANY PUMPING 3, SST OF THE DEGREE OF C0MPAC71 EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE BE PERFORMED AS A PART OF THE PERMITT STORMWATER WETLAND SITE. IT IS ANTICIPATED THAT PUMPING WILL 8E NECESSARY IN FOR THE CONSTRUCTION OF THE DAM. TEST THE EXCAVATION AREAS (I.E. -KEY TRENCH). DURING PLACEMENT OF FlLL WITHIN THE TME INSTALLAl10N OF COMPACTED FlLL AND THE 36° 0-RING OUTLET BARREL AT A FREQUENCY - ~ • ' ~ ` ~ ` , aW 0
:R VERTICAL FOOT OF FILL. " ~ . \ ~ ~ ~ 1-4
MPAC710N OF THE PLACED FlLL IN THE DAM SHALL ~ O ~~z
'ERMITTEE'S NORMAL QUALITY CONTROL PROGRAM
KEY TRENCH (OR OTHER AREAS AS NECESSARY). THE CONTRACTOR SHALL KEEP THE CONSTRUCTION OF THE DAM SO THAT TEST WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION. THE MANNER IN WHICH THE RESULTS OF THE TESTS INDICATE THAT THE I. TESTS SHALL BE CONDUCTED CONCURRENT WITH I _L AND THE CONTRACTOR SHALL COORDINATE THE I ~ w
~T TESTING CAN BE COMPLETED. SHOULD THE \ ~ H>: ~ \ W ~
WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDESLOPES BEEN OBTAINED; THE P0R110NS OF THE DAM ~T THE SPECIFlED DEGREE OF COMPAC110N HAS NOT I HE DAM REPRESENTED BY SUCH TESTS SHALL BE
ARE STABLE. REWORKED OR REBUILT. ALL PORTIONS OF Ov ~Lrii w71i~U~~~ V~ Mts~RiAii S~i~,~twA~ONS MINIMUM DEGREE OF C0MPAC110N. VS OF THE DAM SHALL ACHIEVE THE SPECIFlED I \ ~ ~ ~
~ H~ ~ ~ a ~ v
1. THE 36° RCP OUTLET BARREL SHALL BE CLASS III RCP, TONGUE AND GROVE. MEE11N~ STATEME11Tr OF RESFON THE REQUIREMENTS OF ASTM C76-LATEST. THE PIPE SHALL HAVE CONFlNED 0-RING
P~ONSIBII.TIY: 0
RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE ALL REQUIRED MAINTENANCE AND INSPECTION TYPE R-4. RESPONSIBILITY OF THE PROPERTY OWNER'S AND MAINTENANCE AGREEMENT FOR THIS FA 2. THE STRUCTURAL DESIGN FOR THE 5'x5' (INTERNAL DIMENSIONS) RISER BOX WITH PECTIONS OF THIS FACILITY SHALL BE THE 1
VNER'S ASSOCIATION. PER THE EXECUTED OPERATION ~ ~ ~ ` ~ ~ ~ ~ " . ' . \ RiIS FAGUTY. ' , 1 ~ \ ~
\ ~ \ ~ ~ I FORAY \ \ ~
EXTENDED BASE SHALL BE BY OTHERS. PRIOR TO ORDERING THE STRUCTURE. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SHOP DRAWINGS, SEALED BY AN P.E. ` I I
REGISTERED IN NORTH CAROLINA, FOR REVIEW. I \s \ ~ O~ \ \ \ \
3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. I ~ ~
STEPS SHALL BE PROVIDED ON THE INNER WALL OF THE RISER BOX. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66. PLEASE REFER TO SHEET PD-2 FOR L0CAT10N OF THE RISER STEPS. C~ 1 J
4. THE 8'Lx8'Wx30" THICK CONCRETE ANTI-FL0TAT10N BLOCK SHALL PRECAST AS THE I ~
EXTENDED BASE OF THE RISER BOX DURING FABRICA710N. THE PRECAST BASE SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER
FOR REVIEW (SEE ITEM 2 ABOVE). IN LIEU OF A PRE-CAST BASE. THE CONTRACTOR MAY 1 ~ ~ a
OPT TO CAST-IN-PLACE THE ANTI-FLOTATION BLOCK IN 'tl-IE FlELD. HOWEVER. PRIOR TO CONSTRUCTING THE CAST-IN-PLACE BASE. THE CONTRACTOR SHALL SUBMIT SHOP I
_ DRAWINGS TO THE ENGINEER FOR REVIEW DENOTING THE FOLLOWING: oQ
v / I
(1) MINIMUM TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT (2) THE CONNECTION MECHANISM TO JOIN THE ANTI-FL0TAT10N BLOCK WITH THE
~ RISER SEC110N
i 5. THE RISER BOX JOINT DESIGN SHALL CONFORM TO ASTM C-478. THE JOINTS SHALL I
- BE SEALED USING BUM RUBBER SEALANT CONFORMING TO ASTM-990. THE CONTRACTOR
SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON-SHRINK GROUT. J x
_ 6. I~ THE AN11-FL0TAT10N BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, A w a
THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE A SHIPPING WEIGHT OF
n 30,723 LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY SUBTRACTING THE WEIGHT OF THE FACTORY BLOCKOUTS FROM THE ~
i GROSS STRUCTURE WEIGHT. THIS INF0RMAT10N SHALL BE SHOWN ON THE SHOP DRAWINGS ~ N
SUBMITTED TO THE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST-IN-PLACE THE ANTI-FL0TATi0N BLOCK. THE CONTRACTOR SHALL ENSURE THE WEIGHT OF THE
ENURE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED ABOVE. p~~ I
i 7. PRIOR TO ORDERING. THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS
TO THE ENGINEER FOR REVIEW. CONTRACTOR SHALL ENSURE THAT AN ACCESS HATCH IS
' PROVIDED WITHIN THE 1RASH RACK (SEE DETAIL FOR L0CAT10N) THAT WILL ALLOW FOR FUTURE MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK / / o
FOR SECURING THE ACCESS HATCH.
/ / / / /
8. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED.
9. GE0TEXT1lE FABRIC FOR THE 36" OUTLET BARREL JOINTS SHALL BE MIRAFl 180N OR
ENGINEER APPROVED EQUAL (NON-WOVEN FABRIC)
10. STORMWATER WETLAND EMERGENCY DRAWDOWN IS VIA AN 8"0 PLUG VALVE. THE
VALVE SHALL BEAM&H SME 820 X-CENTRIC VALVE OR APPROVED EQUAL THIS VALVE IS IN ACCORDANCE WITH AWWA C-504 SEC. 5.5, AND SHALL BE OPERABLE FROM / / PRwscr N0. BCP-07000
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 BCP07000-PD1
FOR 0PERAl10N OF THE 8"0 PLUG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE TRASH RACK. / / / DSSIGNSD BY: DBH
/ ~ / / i DRIwN AYe nnl a
uan
~ i , ~ sCAIE: N.T.S.
?IA ~ DeT$: 06-19-2007
i i , ~ ~ i
NO.
i i ~ PD-1
Vx] 0
PRELIMINARY DRAWING NOT RELEASED FOR CONS CONSTRUCTION M AcADAMS

NOTE:
ON-SITE GEOTECHNICAL ENGINEER TO OL'P1~T' E~~RREL VEIACPI'Y DISSIPAI~OR DR
APPROXIMATE EXISTING DETERMINE THE SUITABILITY OF IN-SITU SOIL N.T.S. FOR DAM EMBANKMENT. IF THE SOIL IS
GROUND SURFACE DEEMED UNSUITABLE FOR USE AS DAM
EMBANKMENT ALL SOIL WITHIN THE DAM A
~ FOOTPRINT SHALL BE REMOVED. THE DAM EMBANKMENT AND KEY TRENCH WILL THEN BE
~ CONSTRUCTED IN ACCORDANCE TO NOTES ON
TOP OF HANOWHEEL TO EXTEND _ PD-1.
1-FOOT ABOVE TRASH RACK TRASH RACK (SEE DETAIL) PROPOSED GROUND SURFACE NCDOT CLASS "B" RIP-RAP ACE 20'L x 21'W x 22" THICK D--RAP o
~ ` 10.0' TOP OF DAM (MIN.) TICK
CONCRETE COLLAR (TO BE CON 1HE FlELD BY THE CONTRACTOR BE CONSTRUCTED IN 6.0' WIDE W ~ I oa
RACTOR -SEE ~ ENDWALL PER A A
2" 0 PVC SIPHON DETAIL) ~ COMPACTED P -IC4 CQ
INVERT = 737.00' TOP OF DAM = EL 741.00' ~ BERM SECTION NCDOT STD. 838.80 30 P., ~ a
100-YEAR WSE = 740.23' Q - (SEE SHEET (SEE DETAIL) RIP-RAP APRON 2~' a W wN
MINIMUM 1 FOOT COVER NCDOT CLASS "B" Z ~ Z
TOP OF RISER ~ EL 738.50' ~ -I I I (-III-III III l`F) I I PD-1) 20'X21'X22" 36' O-RING (SEE DETAIL) RCP
- -Q- NORMAL POOL = EL 737.00' Q = I ~ ~ I ~ I I I=III=III=III-I ~ I=III=I ~n4 ~-I 3 a, 0 0 Erl 414
r+ 36" ENDWALL 20'
~ ~ d PLAN 22" LAYER OF E-4 x
OF W u O M w RIP-RAP Z W
s ~ X45 LF 36"~ 0 INVERT OF POND = EL. 734.00' ~ e ~ , ` 36"~ 0-RING RCP 0.50Y~ o ~ , a ~ ~ 36' 0-RING CLASS 'B' RIP-RA ~ RCP
- a. vi Q ~ ~ \ z wok
• . a. e a d • ~a a e
• 'O .a ~ tr. ~ 1 - 4" FlLTER BI.ANKE SEC110N A-A BLANKET ~l•.,,~~.
• •e e, a , CAR
FILTER BLANKET (S 734.78' NOTE: WET (SEE NOTE) •
2.0' (MIN.) INV. OUT = 734.78 COMPACTED BERM AN11-SEEP COLLAR A FlLTER BLANKET IS TO BE
8"os DIP TRASH RACK INSTALLED BETWEEN THE RIP E
(SEE DETAIL) ANTI-SEEP COLLAR SECTION IF NESSISARY (SEE DETAIL) RAP AND SOIL FOUNDAl10N. THE FlLTER BLANKET WILL 29 77
INV. OUT = 734.00' (SEE DETAIL) (SEE NOTE 1HIS PAGE) CONSIST OF A MINIMUM 4' sea *0
KEY TRENCH IF NESSISARY THICK LAYER OF STONE (#57)
(SEE NOTE THIS PAGE) UNDERLAIN WITH GEOTEX7ILE PER GEOTECH REPORT.
8" PLUG VALVE. 1HE VALVE SHALL BEAM&H NON-W STYLE 820 X-CENTRIC VALVE OR APPROVED PLACED NON-WOVEN GEOTEXTILE FABRIC SHALL BE
EQUAL THIS VALVE SHALL BE IN ACCORDANCE PLACED AROUND EACH JOINT OF THE 36° DAM CRC>SS SECTION 0-RING RCP BARREL IN 2' WIDE STRIPS N.T.S.
WITH AWWA C-504 S"EC. 5.5. AND SHALL BE 0-RING OPERABLE FROM TOP OF OUTLET STRUCTURE CENTER VIA A HANDWHEEL CENTERED ON JOINT.
~J~?JLnL~ir~ir 1 ~V iisii "0 GRADE 8 STAINLESS STEEL CONCRETE N.T. LAG SCREW ,~T STRUC:TURE DETAIIS N.T.s. 7~tASH RACK DETAIL
N.T.S.
8" DIP DRAIN TRA~SH~CK DETAIIS CONCRE7.~ A11PiZ-SEEP COL N.T.S. FOR 36" RCP) IOLIAR
8.4' 11.9 LF 2"x2"x1/4' Z 0
ANGLE N.T.S. H
12" X 3" X GALVANIZED STEEL STRAP 1.05' (1'YP.)
(4 PER MANHOLE JOINT) 4"x4" 6/6 2,p' 1.70' MIN PROJECTION Nw W
WELDED WIRE 12" (MIN.)
3 NOTE: RISER JOINT TO HAVE AN 0-RING GASKET (ASTM C-443) AND BE MADE FABRIC (EACH 1
WATER TIGHT WITH ANON-SHRINK SIDE & TOP) ~6 REBAR PERIMETER FRAME ~ ~ t
CEMENTITIOUS GROUT ON T1iE INSIDE AND OUTSIDE. 8" PLUG VALVE. THE VALVE ;a ` h oo
~7~ SHALL BEAM&H SME 820 CQ
~ ~ X-CENTRIC VALVE OR z 36'~ - a ~ z i
APPROVED EQUAL. THIS 8.0' . 0-RING 36 RCP 0- f Os RING
VALVE SHALL BE IN ACCORDANCE WITH AWWA 6.0' CONCRETE ~ N k'~ = RC o ^ ' ; RCP ~ p
C-504 SEC. 5.5, AND SHALL ANTI-FLOTAl10N : ' ~ , CC)
BE OPERABLE FROM TOP OF RISER JOINT DETAIL OUTLET STRUCTURE VIA A 5.0' BLOCK • 4 ~ . ; ao N 8"~ DIP - ; f:.. W ~ U
N.T.S. HANDVIMEEL. :
. a eQ a ° • ' • ' ~ • • ' ' ~ 36" ~ 0-RING ~ s~ (nrP.)
.Qe°' e 8' ~ DIP DRAIN VALVE ' ; . ' ~ a
CONCRETE PAD ~ ~ ' RCP INVERT = ~ a • ,r. • • • ' 734.00' o ~ a
w' . .a... . y e O ~ x
NOTES: ~ ~ a " 1. TRASH RACK NOT SHOWN FOR CLARITY. ' ~ a
° 1. CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN.) ~i Q , . ~ .4 : a - ' ~ STRENG?H (MIN.) 28 DAY ~
2. CONCRETE ANTI-FLOTAl10N BLOCK TO ~ ! . • BE PROVIDED WITH MINIMUM TEMPERATURE ~ coo ~ ~ci ~ ° • 2. COLLARS SHALL BE CONNECTED TO 36' O-RING RC •r 4 a x 'ING RCP WITH ~ U
AND SHRINKAGE STEEL REINFORCEMENT. 36" 0-RING WATER TIGHT JOINT.
3. CONTRACTOR SHALL CORE-DRILL THE ~ 'e:. ~ ~ I RCP 3. COLLARS SHALL BE SPACED ALONG BARREL PIPE A NOTE: ~t8 REBAR SHALL BE CLASS 50 AND 4. COLLARS SHALL BE PLACED A MINIMUM OF 2' FROM PIPE AT 15.0'.
HOLE FOR THE 8" ~ DIP PIPE iN FIELD. ' FLOW EMBEDDED 4" INTO CONCRETE BASE ON 3000 PSI CONCRETE JOINTS. FROM PIPE ~
PRECASTER SHALL OMIT RDNFORCEMENT . ° I FABRICATED HINGES FOR THE ACCESS FOUR CONRNERS. WELDED WIRE MESH 5. CONCRETE COLLARS TO BE PROVIDED 1MTH MINIMUM IINIMUM
IN THIS AREA. . ~ ~ y 4 • ,~4 . ` HATCH SHALL BE 4"X4" $ AND SHALL TEMPERATURE AND SHRINKAGE STEEL
4. CONTRACTOR SHALL SEAL THE PIPE 3.p, ' ; .y • 11.9 LF BEEMBEDDED 2" INTO CONCRETE BASE AROUND PERIMETER OF BASE.
PENETRATION FOR THE 8" ~ DIP USING A 8" ~ DIP TRASH RACK ' RUBBER 800T AND STAINLESS STEEL (SEE DETAIL ~~e ~ . ANGLE
HARDWARE. •s" .
5. PRECASTER SHALL PROVIDE A BLOCK • ' . • p : • ' ' R , . • • . THE BOLD UNETYPE DENOTES THE . ` ' ~ ~ • ~ ' 'r• ~ • • ACCESS HATCH TO BE PROVIDED BY THE
OUT FOR THE 36"S~ O-RING RCP ~ ' ~ ~ ~ ' ' 5LF8"~ADIP . a - a ~ ~ ~ ' • TRASH RACK FABRICATOR (SEE ITEM 7 -
b "OUTLET STRUCTURE MATERIAL
CONCRETE COLLAR SPECIFlCATIONS")
(TO BE CONSTRUCTED 2.1' IN THE FIELD BY THE h~--~I
CONTRACTOR - 1.05' (TYP.) v w
SEE DETAIL) in A. ~ A~7'Ei~ P d ^
F~ O rOLLMZMO
CONTRACTOR SHALL PROVIDE M STEPS IN ACCORDANCE WITH 4 ? ~ y :~sr~~ r~ec~ eMa~u.~ •~n ~wr rworr . 7 43_~
TOP OF HANDWHEEL TO EXTEND NCDOT STD. 840.66. STEPS ~ 1~~7 Fri [N A~IaMICE QTFI ~F+~iF~l'AT14M BE~IS~N 808. on BOe. W~iIL = O
1-FOOT ABOVE TRASH RACK SHALL 8E PLACED AT 16" O.C. ~ 1.05' ~ w1~ 1-0" ~ ~~~v M 11~ r9Q0 /!i ODsli~l~l. ~'I PAOIfLYE ALL REINFOCII~ 9~EEL lIIW ~EETL A8'Ir JIY7 H FOFi BH/~ i0 MO N68ED FOIE F,A68IG ~~~~QIB ABU MIN = O~ o~
CONTRACTOR (SEE DETAIL SHEET PD-3) ' Q - Tb A~711 ~Itlb ~ITII ~F IQM. 4L~MROE.
SHALL FORM CONTRACTOR SHALL PROVIDE INVERT OF RISER STEPS IN ACCORDANCE WI11i ~ PIJW~ ~~R IM~iE9 ~ ~=h9 IN /YQOYIIi1HlD! N~TM ~ ne ~ 10 oar ar~nna ~~4_~oa. TM W
STRUCTURE TO O~+BOP J M' N I - PIPE T~ E BROIfEG aITD F~A~L aT JGS ~1E 9T
DRAIN 6.0' NCDOT STD. 840.66. STEPS 6.0' 1.05' (NP.) COh1wICT~1 a ~ * JILL ~NI~ITi PRlCI~T TD X11 QTY 001 .
POSITIVELY TO SHALL BE PLACED AT 16" O.C. INVERT OF 5.0' (SEE DETAIL SHEET PD-3) 5.0' 8.4' r tiMELDEY 7~IE FA6HiF ~F BE ~II~TiTfll~ F~ flE8Y1R - - - ~ 1'-Qu - - J AB IAMB AB TIE 9f~1E AHEJ4 ~F 91~L 19 PImKSOED. 5 - ~ flE8Y1R [uED.
OUTLET BARREL LyMFEB Ir.L CORIER~ 1^ bR WKUE A RADWS I* 1'.
N USING o NON-SHRINK ~ n ~ ~.c. rim. ~ -..~e~e°rt~ a~i~rt
~ GROUT TOP OF RISER = EL. 738.50' TOP OF RISER = EL. 738.50' ANCHOR TRASH RACK TO MANHOLE WALL A¦~111 ~ rOR ell bra! ~ ~ m en¦ ire: nE IQMIIIIN lA11 91iE erw.~ eF ~y aiwo
a 00 • a• o WITH FOUR EQUALLY SPACED HOT-DIPPED a• ~ ~ ELEY~4TION ~r ~ Tne aeon _ ~ ~$ild~i ro irrnrws~ nixe. aiw eazE ~a ~m~. Liar
N 8" 9+ DIP TRASH RACK GALVANIZED STEEL CLAMPS. EACH CLAMP 2" ~b PVC SIPHON ATTACHED TO MANHOLE RISER BY a. w O I `
a (SEE DETAIL) 0 INVERT = 737A0' 2-4'x1/4" CONCRETE ANCHOR BOLTS ~ _
N ~ EACH CLAMP TO BE COATED W/ AN ~ ~ EMDA~ALL DIIEN~z~Ni pqWW o op N0. gCP-07000
a 2" ~ PVC SIPHON ~ • . EPOXY COATING. ~ ~ ~ Fri N=MaILJY I~~JAIW~~ NZN.JW4K. ~IM.1MI4~t. MiM.~va~. Msn.!¦aa. W
Q, 36° 0-RING INVERT = 737.00' ~ c•. ~ RCP g" ~ DIP GRAIN ~ ~ ' GUIDE STEM . • ' % 36" 0-RING ~li Z ~ PIPE DLI. ~14R AI=E M1 LFT. y I~~FT. M D {FT.1 R1 w2
o ~ - INVERT = 734.00' + ' RCP ~ ~ i.0 Nb 4 1•~1a•CO ~-4CIS-7~A 1_slf~-7~ ~-OY~~•~ 6-OCii-~Y k tm
oa 6" MIN. WALL ~ p FLOW O ~a ~ v ~ ~ 1.iS MO ~ 9'~ 1.~+~.OG l.o01~•Tb 1.~?+~.00 i.~ll.T~ ~.~0la.70 w ij
~ T111CKNESS (TYP.) 6 ~ ~ ~ ~ 1.s0 Nd i 0~ 1~i51a.Y0 8.YO1#.~ 1.#~i.6a ~B.Oer8.76 9.30li.76
"d ~ . 's ~ ~ D.0 N~ ~ i" 1.OOl~~lO t.~Of4.76 i.?~1~.E~ 4.Oar~.~ 7.~Of~.~
• ~a ~ •.e~ ~ a 4 3.~~ d ,,p ~ e ~4 e ~ B : ~ J n Z~ ~ ~ a_e N 7.5Q~8.50 ~1.801A.W ~.~~8,80 x.9915.50 10.00 11.50 4.0 !IS 4 ~~OD~9~BD 6.04+6.04 g.T9~3.@0 6.=8t6.F6 11.90l11.~9 F, "m H
. d•e 4 .a, 'O ~d k•~'~1 ~.6 N8 P 9" 9.~~a,m~ A.d4~~.~0 ~.~a~9.e0 i.0~1~.7s 1~.Q0~19.~m
• 4 ~ e . a :e• ~ + " ~d • - ~ ~ CONCRETE COLLAR . d~ - ~ ' ° ~ (TO BE CONSTRUCTED r ~ - " 4.G ild a ~.6BI4~40 9.6otT.W 3.~3~S.ia a.69~O.76 '18.00118.!6
' IN THE FIELD BY THE ~ r PL•~ ~r.e ~e ~ ;.POJO.Oa A.~Oi~-0~ ~.~0~~.0v T_odl~.ie ys.~0lie_76 FELexnME: gCP07000-PD1
~ D. • = ~ e'' ' ' CONTRACTOR - SEE DETAIL) Y #.5~Q15.o0 7~601~.r'~ 3.~r~~.00 7,Y~S1~.~6 18.75 15.75
0 5LF8"ODIP NOTES: 5,5 N5 i S" ~.bD~S~GO 7.l01a.~ a.~R~d.~O T.~ble•~ 1~.d011s.Te #.50 5.00 7.SOr$.5p 9.~~4.00 7'.75 9.~ 1i.75 18.75 DESIGNED BY: DBH
8.0' a~ 36" ~ 0-RING 1. AI I RFAAR TA RF dF4 RFRAR DRAWN BY: DBH
OF ' RCP INVERT 2. ALL REBAR AND ANIt I I 1- 11 19 GLES TO BE IE scar.E: N.T.S.
734.00 GALVANIZED AND BE PROVIDED WITH AN 9TH AN lo . m
EPOXY COATING. 3. THE HOT-DIPPED. GALVANIZED DATE: ommomm" 06-19-200
~ CONCRETE 8" PLUG VALVE. THE VALVE SHALL BEAM&H Q STYLE 820 X-CENTRIC VALVE OR APPROVED ANTI-FLOTATION CONC v EQUAL THIS VALVE SHALL BE IN ACCORDANCE 2"x2"x1/4" ANGLES SHALL BE WELDED T CONCRETE CONTRACTOR SHALL PROVIDE THE REBAR TRASH RACK. ONCE WELDED, IDED SHEET NO. PD--2
m BLOCK WITH AWWA C-504 SEC. 5.5, AND SHALL BE ANTI-FLOT m OPERABLE FROM TOP OF OUTLET STRUCTURE 6 VIA A HANDWHEEL. I-FLOTATION STEPS IN ACCORDANCE WITH THE ENTIRE ASSEMBLY SHALL BE PLACEC NEDED TO 36" E]11110CDWALL DETAIIS PLACED N.T.S.
BLOCK NCDOT STD. 840.66. STEPS ONTO THE RISER WITH ANGLES SITTING TTING
SHALL BE PLACED AT 16" O.C. DIRECTLY ON TOP OF RISER.
'o (SEE DETAIL SHEET PD-3) PRELIMINARY DRAWING - NOT RELEASED FOR CO 0R CONSTRUCTION ilMeADA::
n`.

i
ACCESS STEP DETAII. `I 1
N.T.S.
NOTES ALL STEPS SHALL PROTRUDE 4' FRAM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION ?R MATERIALS FRAM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISH THE ENGINEER WITH DETAILS OF THE PR~P~SED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STE N FURNISHED
TEMPORARY SEEDING SCHEDULE PERMANENT SEEDING S AQPLICAiION RAiE g~~~ pp~ SING MIXTURE SCHEDULE SEEDBED PREPARATION H STEPS.
1~ •
JAN 1 -MAY 1 RYE (GRAIN) 120 LBS/AC AUG 25 -OCT. (BEST) TALL FESCUE 200 yes/AC 1 CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP AVER ADVERSE SOIL CONDITIONS. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1~ T ~ M ~
KOBE LESPEDEZA 50 LBS/AC FEB, -APR 15 (POSSIBLE) MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC SOIL /UAENDMENTS 3.) REMOVE ALL LOSE ROCK, ROOTS. AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH ~ o O o
AUG 15 - OEC 30 RYE (GRAIN) 120 LBS/AC App~Y LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR SOIL AMEND~AENTS GROUND AGRICULTURAL LIMESTONE ANO 1000 LB/ACRE 10-1 AND UNIFORM. ~ m ~ ~ .-a W z
:s7S, OR APPLY 4000 LB/ACRE 4.) APPLY AGRICULTURAL UME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE ARE 10-10-10 FERTILIZER. BELOW*~.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO
15RICUDECR30LI NCREASE~10-10~ 10 F RTIL ZER TO 1000 LB/AC)C FROM AUG SAC STRAW. ANCHOR STRAW BY TACKING WIT APPLY 4000 LB 6 INCHES DEEP. KING WITH ASPHALT, NETf1NG, 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER
OR A MULCH ANCHORING TOOL. A DISK WRH BLADES SEf N 8E USED AS A MULCH ANCHORING TOOL. :S SEf NEARLY STRAIGHT CAN 7.) MULCH IMMEDIATELY AFTER SEEDING ANO ANCHOR MULCH. PLAN SIDE M PLAN N SIDE En 04 Q a ION ~ w a N
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING ELEVATI?N ELEVATION Z
BE USED AS A MULCH ANCHORING TOOL. INSPECT AND REPAIR MULCH FREQUENTLY. RE FERTILIZE IN FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE SEASON. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND IUZE IN LATE WINTER OF THE SEEDING RATES. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ZZ
REGULARLY TO A HEIGHT OF 2-4 MCHES. ~.s/ncRE ~o-~o-~o. Mow g.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT is ii2• ~ CAST IRON CIO V" 0 0
JAN 1 - AUG 15: RE FERTILIZE IF GROWfH IS NOT FULLY ADEQUATE. RESEED, RE fERT1UZE AND MULCH IMMEDIATELY NURSE PLANTS COVER IS ESTABLISHED. ~~I, 1'-0• CAST IRON ELEVATION C E-, it 0
FOLLOWING EROSION OR OTHER DAMAGE. BEIYVEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDAN GR AUG 15 -DEC 30: REPAIR ANO RE FERTILIZE DAMAGED AREAS IMMEDIATELY. GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG. 15, ADD 4 TOP DRESS WITH 50 LB/AC OF NffROGEN IN MARCH. UDAN GRASS OR 1o LB/ACRE * See seosonol applicotion schedule ELEVATION UZ 1
i. ADD 40 LB/ACRE RYE (GRAIN). w ~
IF R IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDQJI IN l 3/16' z W
LATE FEBRUARY OR EARLY MARCH. 1, g ~4. ~ m 1 1/4' #6 BAR OR BAR OR 0 ~
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT SEEDING SCHEDULE. e, #8 BAR GALV'D, BAR Z W * 0 V'D.
;r ~ 1/4' P YP LENE ~ 5/8' ~ ~I LASTI
"'i
~N CARO •
ti2• SIDE SIDE • • i • •
iis• ~ ~ ~LEVATI~N PLAN ELEVATION •
~ _ ~ COMPOSITE •
#3 DEF RMED ~ REINFORCING STEEL TEEL •
1/4' E
SECTION A-A 12' NOTETO BE USED IN ELEVATI?N SANITARY SEWER MANHOLES. i OLES.
ELEVATION
z
O
W
O~
c
co
CONCREZ~ COLLAR DETAII. a a ~
N.T.S. 0 CC) P4
CQ U
U E-l E
:D o 0-4 Z
04
NOTE: 1. ALL REBAR TO BE #4 REBAR.
6.0'
a ~ v
0
3000 PSI CONCRETE COLLAR
3" ANCHOR DEPTH (MIN. 28 DAY STRENGTH)
3" CLEARANCE TO
OUTSIDE 4 REBAR 3" CLEARANCE TO OUTSIDE OF
#4 REBAR ANCHORS • ~ , : . • CONTRACTOR SHALL #4 REBAR)
• ~ DRILL INTO PRECAST
, 3" CLEARANCE TO STRUCTURE WALL AND . ; ~ • OUTSIDE OF #4 REBAR) SET ANCHORS USING ' 5.5° CENTER TO ~ CENTER
. A.~ ~ '4 EPOXY GROUT
? ~ • 36" 0-RIN3 : RCP
4.0' 36" 0-RING ' a
' ' RCP •a _ ~
4 oA
0
a
; . 12" ANCHOR DEPTH O~
d . • .,O 'ate ~d '.4 ~ • d
~a ~ o~
r ' #4 REBAR ANCHORS. w°z
CONCRETE ANTI-FLOTATION BLOCK CONTRACTOR SHALL DRILL INTO PRECAST BASE AND SET 5 w 1'~1
r 5.2" 4.6' 5.2" 3" CLEARANCE ANCHORS USING EPOXY GROUT
r IJ t~ TO OUTSIDE OF
'O #4 REBAR) CONCRETE ANTI-FLOTATION BLOCK
Q

N U
ti O U N
a 0
m
3
0 a
0 0 O
0 a
U 00

D E PROJECT NO. BCP-07000
0
Y FMNME: BCP07000-PD1
a Y DESIGNED BY: DBH
0 0 DRA1fN BY: DBH
N
u ti SCAM: N.T.S.
O 0 DATE: 06-19-2007
0 ti
4 CL U SHEET No. PD~3
m a -
L) 03
a~
0 a PRELIMINARY DRAWING - .NOT RELEASED FOR CO )R CONSTRUCTION iiMcADAMS

i
I~1q
~I ~ ~ ~ GRADING LEGEND
LEGEND
234 IV IRIS PSEUDACORUS YELLOW IRIS QUART \ ~ 280 STORM DRAINAGE
10' CANTWR ~ ~ ~ 286 2' ~~R •
402 PC PONTEDERIA CORDATA PICKEREL WEED \ ~ \ \ ~ - 2B0 D(ISTING 10' CONTOUR j~\\\\S~\` ~ \ \ ______~86_______ IXISPNG 2' CONTOUR ~ o 0 0
BARE ROOT/ ROOT/ PLUG 30" O.C. ~ ROOT/ PLUG za• o.c. 09L ' \ 11 I Z I
w ~ w 0
658 PV PELTRANDRA VIRGINICA ARROW ARUM ~ BARE ROOT/ 481 SG SAGITTARIA SPP. ARROWHEAD BARE ROOT/ 2~6 SV SCRIPUS VALIDUS SOFT-STEM BULRUSH \\S~ \ RIP RM APRON
CV rn a
~ w
\ 2+ 111 1007/ PLUG 24° O.C. N Z
Z
GRAD ~ ~ ~ a moo
\ w o ~ eo
BARE ROOT/ TE1V~'~ORA1~Y SEEDING SCHEDULE t00T/ PLUG 36' O.C. Emm4
Z
z wo~ fill
~ \ ~
1 ~ - ~
\ r - + CA
\ \ N \
1
r r
I I r • r
~ ~ *00 so I
SEEDING DATE SEEDING MIXTUR APPLICATION RA I
~ ~ ~
JAN 1 -MAY 1 RYE (GRAIN) 120 LBS/AC I L
KOBE LESPEDEZA 50 LBS/AC I + W
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC I #8 C~
~ U
AUG 15 -DEC 30 RYE (GRAIN) 120 LBS/AC
~ - L
SOIL AMENDMENT 0~ - L - + W a.
D ~ W
GRICULTURE LIMESTONE ANDF750I LB/AC 10R10P 0 FER7IUZ R/(F OM AUD ND 1 + UG + + i ~ 1 i , cn s
15 -DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC).
MULCH L ~ O Z r-
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN O ~
BE USED AS A MULCH ANCHORING TOOL. HT CANS I I _
1 ~ - = 7 = - ` ~ o W O a' N
MAINTENAWC~
JAN 1 - AUG 15: REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILIZE. AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
1
T J y M ~ . m
AUG 15 -DEC 30: REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH. Y + • Y M r N
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND ~ - .r ;YON D
JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. 'R r " w •1 Y Y i .r y •1 v ~ Y • Y Y M a a o
r • a• ~ a r , V 't 1' 1 co 04
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT T THE PERMANENT SEEDING SCHEDULE. ~ y w a' 1, 1, ZRECT ~ . ' - • TO US E w v ~ U
w W w y w ~ i
w ,1 ~
Y• l
\ \ ~ I ~
\ W
V 02
~ Y `h Y y'
1~EF1IV~ANENT SEEDING SCHEDULE (DAM E 4 . r~ ~ y U
~ Y M ~ Y V • •t 7 ~ M' Y Y w y
SEEDING DA SEEDING MIX 1RF APPLICATION RA • . r u t 8 e .1 v i Y ? ~ y b' * K Y w h ~ O
AUG 25 -OCT. (BEST) TALL FESCUE 200 LBS/AC { v y t y t. y W ~ ~ ~ \ ~ ~ ~ ~ ~ ' ` ~
AC
FEB. -APR 15 (POSSIBLE)
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 4000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. ~ ACR E R. ~ y , '
MULCH Y .A. w /
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WI1N ASPHALT. NETTING. i 4 • r. .
OR A MULCH ANCHORMG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN :rnN G ~ ~ r CA w N
BE USED AS A MULCH ANCHORING TOOL r w
MAINTENANCE v v . a I N ,Y j
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTIUZE IN LATE WINTER OF THE i Y THE ~ ~ ~
FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. y
NURSE PLANT w n
4 v y ~ h
G RMAN MILLET. BE ORE MAY ~1 AOR AFTER AUG. 15.DADDR40 LB/ACRELRYEA (GRAIN) ARE x
GRAIN " ,
NOTE: PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE DAM, AND INTERIOR SLOPES OF THE DAM (FlLL EMBANKMENT) TO NORMAL POOL ELEVATION. ~M A ND
IlON. • •
r ~r
/ /
+ r
r Y
~ 1 ~ ~ ~ ~ ~ ~ / I ~ ~
SEEDBED P'REpARATION ~ ~ , I I ' 1 ~ ~--AAA ~
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL y Y`
CONDITIONS. IF AVAILABLE. >E SOI L R
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. i 0 •Y ~ / ~ ~ ~ ~ ~ 1 / / / ~ ' ~ / / _5E L~ SS w
3.) REMOVE ALL LOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. a'
4.) APPLY AGRICULTURAL LIME, FERTILIZER. AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL (SEE BELOW*). MIX V 1•
5.) CONTINUE 71LLAGE UNTIL AWELL-PULVERIZED. FlRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. Y )BED IS
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER w~ PROJECT NO- -
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 4 r FUZ+MR: BCP07000-PD1
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF POSSIBLE. IF STAND SHOULD @E OVER 60~ DAMAGED, t IN w
REESTABLISH FOLLOWING ORIGINAI I IMF ~xar~ i~co e~~n ~rr~~.~.. e.,r~. _ DBMGMW a'': AMT
SEEDING EQUIPMENT OR CULTIPACK AFTER%-SEEDING. "A %7 Rh ICJ. Jttu uUli ILY WITH i DRAWN W.- AMT
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. A710N - / / I
Ste' AS SHOWN
LZ DATE: 06-19-2007
\ sir NO.
PDLS
FINAL DRAWING - NOT RELEASED FOR CONST ;ONSTRUCTION L~ McADAMS