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%,~i,?s` c~`? BEFORE YOU D1C!
ARCADIS G&M of North Carolina, Inc. One Centerview Drive, Suite 208 CONTACT 0NE--CAM CENTER
1-800--632-4949
Fa ARCADIS Greensboro, North Carolina 27407 Tel: [phone] Fax: [phone]
License No. C-1869 www.orcadis-us.com

EXISTI C STC PROPOSED TRUCT RES
INVERT ~a¶ ~ sF Sll? FENCE (COG 430}
~ STORM MANHOLES
c~aaE ELEVATI~I ---TCE TEMPORARY EASEMENT'
ASPHALT ASPH NO NUMBER INV~T ~vAnaN s SANITARY MANHOLES 3 - - PERMANENT EASEMENT
C~NERAL NOTES: BACK OF CURB BC OUTSIDE DIAMETER aD
BASE LINE BL PAGE PG ~ SEWER LINES - - LIMITS OF CONSTRUCTK)N
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL pERMfT BASEMENT BSMT PK NAIL PK _ STORM SEWERS
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. BOT PLACES PLCS T FROM THE INFORMATION AVAILABLE. IT {S THE BOTTOM PLAT BOOK P.B. 2 ALL EXISTING UTILITIES HAVE BEEN LOCA ED CENTER LJN£ CL -W WATER MAINS PIPING
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY All POLYVINYL CHLOLTLDf PVC CENTER Tfl CENTER C/C PL
EXISTING UTILI11E5 PRIOR TO START OF CONSTRUCTION AND COORDINATE WITH ENGINEER TO MAKE ANY PROPERTY LINE G GAS LINES STAGING AREA
ST ASSOCUITED WITH ANY DAMAGE TO EXISTING UTILITIES RESULTING C1TY OF GREENSBORO COG QUANTTLY QTY NEEDED ADJUSTMENTS. ALL CO S Gt1RB SNIEf PE-~--- PERMANENT EASEMENT
CONTRACTORS FAILURE TO ~EQUATELY PROTECT THE EXISTING UTLL111E5 DURING CLEANOUT CO REINFORCED LNG MENT REINF FROM THE ( ) ( ) CONSTRUCTION SHALL. BE PAID BY THE CONTRACTOR. CLEAR CLR REINFORCED CONCRETE RC(lNC WATER METER
3. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL CONCRETE CONC REINFORCED CONCRETE PIPE RCP
MEASURES WHETHER QR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, LAKES, CONCRETE WALL CW REQUIRED READ WATER VALVE EROSION CONTR. MATTING
ROADWAYS, ETC. FROM SILTATION AND EROSION. ADDITIONAL EROSION CONTROL MEASURES MAY BE CONTROL DENSITY FILL CAF RESTRAINED JOINT PIPE RJP `U' WATER HYDRANT
REQUIRED IF THE PROPOSED MEASURES CAN NOT FUNCTION AS INTENDED. CORRUGATED METAL PIPE CMP ROW RT U1T n POLES AS NECESSARY. THE CONTRACTOR SHALL X ACT R1G1iT aF WAY 4, THE CONTRACTOR SHALL SUPPO .ALL U CROSS SECTION SANITARY SAN PAVEMENT REPAIR (COG 5TO 423)
COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES, CURB INLET CL T BURIED TELEPHONE LfNE5
L RESTORE ALL DISTURBED ARFAS TO THE EXIS11NG GRADE UNLESS OTHERWISE SEWER SWR 5. THE CONTRACTOR 5HAL DEED BOOK D.B. E BURIED ELECTRICAL LINES r ~.~.~•I
NOTED ON THE DRAWINGS. SOIL BORINGS BORE DEMOL1TIaN DEMO SQ ~
6. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE PROJECT AT ALL DET SQUARE FOOT DETALL SQUARE YARD SQ YD TIMES. DIAMETER DIA -pHE OVERHEAD UTfLITY LINES I:•:::::.~;.•:::,~..:'•_., SIDEWALK REPWR (COG STO 496}
7. THE CONTRACTOR SHALL FIELD VERIFY EXISTING STORM DRAINAGE INVERTS AND PIPE PENETRATIONS OF DR STANDARD STD ELECTRICAL MANHOLE
E START OF CONSTRUCTION AND SUBMITTAL OF BOX D~41N STAl10N STA THE PROPOSED BOX CULVERTS PRIOR TO TH WI DUCTf1.E 1RON Dl STEEL STL SOIL BORE
CULVERT SHOP DRA NGS THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF ALL MATERIALS AND EQUIPMENT STORED ON EASEMENT ESMT STONE STN - BUR}ED SIGNAL LINES
S' fACH EA SITE IN STAGING AREAS OR WITHIN CONSTRUCTION LIMITS. EDGE OF PAVEMENT EP STORM STM UTILITY POLE w/ GUY ~ TEMPORARY BENCH MARK
ELECTRIC AL ELEC TAX MAP NUMBER TMN
ELEVAITON EL TELEPHONE TELE
ENGINEER ENGR TEMPORARY BENCH MARK TBM LIGHT POLE VACUUM BORE
EXISTING EX, IX1ST TEMPORARY CONSTRUCITON EASEMENT TCE 1+00 2+00
fORCE MAIN FM TEMPORARY SEDIMENT TRAP TST TELEPHONE FOtE •F" ` BASE LINE & STATION
FOUNDATION FND TEST BORING-XX ~E,G. TB-1) TB-XX GAS LINE G THICKNESS THK
GRADE LNG GR TO BE ABANDONED TBA ) --~-~--~-x x FENCE LINE c~ ~,An~
GROUND GND TO BE REMOVED TBR war a~+~AnoN s HOLE
HEADWALL HDWL TREE T Q E.l.P. (EXfSTlNG IRON FIFE}
HORIZONTAL HORiZ TYPICAL TYP n~ s
INSIDE DIAMETER 1D UNDERGROUND UND 1NV WATER SURFACE ELEVATION WSE PROPERTY LINE 0 CURB INLET
INVERT °8 IRON PIPE 1P UNNAMED TRIBUTARY UT R/W---- RjW L#NE
NEAR LJN VALVE BOX VB ~ ~ 21 STAKING POINT
m LINEAR FOOT 1F VERTICAL. VERT HEDGE ROW
MANHOLE MH VLTRIFIED CLAY PIPE VGP
~ MAXIMUM MAX WATER MAIN WM ~.~~~',1~„~,~ TRE£ LINE TEMPORARY STONE TN1'CH CHECK (C~ STD 432}
MLNIMUM MIN off; MONUMENT MON ° TREE
tt. o
c~ FOUNDA110N CONIMfONING MATERIAL. CLASS Vi
~a ~ ~ CULVERT OR BRIDGE
U~
SIGN ® TEMPORARY PAVEMENT
Q ~ TRAVERSE POINTS
TREE TO BE REMOVED
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i Vacuum Sore # Location Material Service Diameter fop of pipe Roadway Surface 1, North Carolina One Gall Center
1 I~n lish C1 UVM 12" 3'-11" 6" As halt 2300 W. Meadowview Road, Suite 227
c ~ 6" As halt Greensboro, NG 27407 2 L iish STL G 6 3 -7 SHEET DESCRIPTION
~ Phone No.; {800) 632-4949
a CODER SHEET
CL CAST IRON PIPE 2, Cit of Greensboro Water Resources a> Y ~ STL. STEEL. PIPE P. Q. Box 3136
Greensboro, NG 27402 1 ABBRE~ATIONS, LEGENDS & INDEX
~ - 840 Phone No.: (336} 373-2033 or (336) 373 2 2 MISCELLANEOUS DETAILS
v' Attention: Virginia Spillman 3 MISCELLANEOUS DETAILS
EQ 3. Duke Ener9Y 4 EROSION CONTROL DETAILS
d°.o 2500 Fairfax Road 5 EROSION CONTROL NOTES
~1 Greensboro, NG 27407 TN . Phone No.; [phone]

SOUTH ENGLISH STREET
4. Piedmont Natural Gas
cv 806 Green Valley Road 6 SOUTH ENGLISH STREET SITE PLAN APPROX, X00' SOUTH OF APACHE ST.
Greensboro, NG 27408 sw o~ Phone No,: [phone] 7 SOUTH ENGLISH STREET CULVERT PLAN & ELEVATIONS ~ SOT t~~~,DtO ~ Nth
~ a_ 8 SOUTH ENGLISH STREET HEADWALL PLAN AND. SECTIONS•~~~ tt~C.D t ~5 ~4~T.~,3
cv a
5. Time Warner Coble 9 SOUTH ENGLISH STREET TRAFFIC CONTROL PLAN ~~ir~~~ ~ Tit v
1813 Spring Garden Street
~ ~ Greensboro, NG 27403
E o Phone No.: 336 217-3149 ( ) EAST MCCULLOCH STREET
as s 10 EAST McCULLOCH STREET SITE PLAN 150' WEST OF ARLINGTON ST.
n°, 6. AT&T
816 Union Street 11 EAST McCULLOCH STREET CULVERT PLAN AND SECTIONS ~~Ib~ 4~C~.~~~~ ~
v Greensboro, NG 27403 12 EAST McCULLOCH STREET TRAFFIC CONTROL PLAN ~~1CD~D t X05
~ Phone No.: (336} 780-2840
J
N 7, ProMark Utility Locators
o ° 2606 Phoenix Drive
r~ ~ rn Greensboro, NC 27406
~ a Phone No.: (336} 992-6100 as
o 8. Greensboro Department of Transportation (LOOT) . w 4 E Ryan Moats
> ~ ttttt~+i~?u 336-373-2859
PROJECT NUMBER BENCH MARKS JOB No. - CITY OF GREENSBORO
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MAF GRGRN0028001 EAL _
ARMIS (AM of North Carolina, Inc. DESIGNED BY: 023500 _ ROADWAY DESIGNED BY WATER RESOURCES DEPARTMENT
ARL One Centerview Drive, Suite 208 ics SEWER AN M Georg, N.C. 274707 DRAWN BY: Al ••.Q~~y~.• C©NST. SURVEY BY ° a "BPXVUIIONS, SHEET NO.
9 Fox: 336-855-5648 5 ~ Tel: [phone] ScA WAl ER CHECKED BY
flnLADIS • Ucense No. C-1869 CHECKED BY: ~~(t+flti t~`~ r SCALE: NONE lCftyloDf 1 OF 12
www.arcodfs-•us.cam LLP SIDEWALK

r$rnss C Cove
6c !6'" MAXIMUM FOR i6° THRU .34" PIPE S~• ~
Bc ~ 24" MAXIMUM FOR 36" THRU &0 PIPE s~° ~J3-
49~ x~TES•
i - ~ ALL P~ORTAR JDIN7S ARF TO BE tf2' t J/B'.
,_,l , ~ r'' BRICK NA50NRY CAN STAldTARA CLAY r , . BRICX, JIMA?!J BRICK OR CmVCRErE BRICK. CDG STD. /4!2 OR l42B
. _ ' ~ vpP~ E~~p03} FQR ~Prl~t 11VFA 3'-b' USf SrEPa^ fAY Jb' CL~ IA~E]' TOP
6 ~l ~'1 . G4~`~~ ,0 1~ C06 STD. ,Iq q~LL BE IN ACCPRQAA~'f
ass a r,~ _ ° 0~6 w~a+COn+.srRUCrINS rr~ srBr~rr~ o~R #b~ .
_ AN ExrsrrNG Pry. LIIA~ sAM cur AAA REMtrVE . : : ` . - ' ~ ~ ~~',o A sECrl~v os PIPS SEAL ro rxs tNSIDE ' BIANETER~Tt~STRUGTf. PBLVlA,1EM
~ -ar f~oo1 1- -I EXPANSION BOTTQai AS SHDNN AND COI~STRfICT 1i+~ NEN ti ~ e . e` -.~.''a~.; ~
• .Y ~ °-o° frost JOINT fTYP.1 6TRUCrL9AE. IV~'M STRUCTt~RE'S ARE MOT TO 8E I ~ , ' , - ~ BUILT t~V TtB' t!f rte PIPE. ~ ' , rYiMwRrrt.r .tiv~r0ar.°Mr
~ ..d 1 1 ate'-CA!' C4HtyPFIE Rkt 1r7P Jn ~.;f;~{~ 1 ( 11 TFIIS STANDARD 11RANIN6 ALSO Ar~LtE5 TO r' ~ ' ° ~ • ado a, ~ ' - PRECASr ca~'RSrE euRS IA~Ers. rME uss oP y ; , ; . e. . .
1 `I ' 1 ~G 1 1 t~?9 Sto N!t t19 !'41a tJ. C1 RrA ~''S fA° ~ RSN& AAF? CO#~4 GOG STD. ~f4J2 PRECAST CONCi~rE xAfsrS IS St'CT TD rr~
t • 1~EOttr~ AY Att A4f --I U.t ~t p~,iC tlr~s. PRECAST ~ ~r ~rsurn~~ sT+~rt~~s I~C~rvcASr , ~
Y.~•4,• f, {'Cs ~'g"`a±{"s'.°=.~';S;T 1~. ~",~~.eR+.~e~'rC~.~/~' ~ T , SprL TAMPED BELL . P Ali TD ~ t/~! t/9°. CONCRETE' T11P iLOrNrAll~4 Srf1R~! SEA~'R SYStL~MS' AVAILABLE IN Ff1E REVISED °2OOT STORY ORAINAGF IA:SIdd B"
~ R A N H HDLE rE rs T® 6!E GX,4~ ~ FSOD 1 : a,: UNDE H U C ES y CLASS lnSl fQl9 ~ MANUAL' lXV THE Srt~h'ATER ,NANAGEA~'NT MEBSITE.
1 P. TI 1 .a". B7 r- ft- 6' 4" ill4QOl ,~w>~91ia1Mrtt EtE'i~LIF7E`o.MCu BE' AEYSt1TTET1. CD81CRL7'E B
rMR QJ~ a~x~ ~wM 'i' FLAT B®TTOI~ r' ror~ r~o x# ~~v a~ r~Y ~rar 1 fTE' SLtTCKS l6AY AE ~.AY BAYl~I: ~
Duerr ~°-o° rya ~ Jf2" EXP, FOR PRECAST Ct~'RETE MORELS dF THIS qi'i° xN ALIT! SNAtL ' MATERIAL SrRUCTG9S TtL' NANI,~ACft~ER SMALL
SECTION DN CENTERLINE ,~rvrt~o orm s~ sa av ta° Av QENT~. srAN~ ~ srENCIL Irs Loso ~ NAB' BM STANDARD CURB ,INLET THADAT r A Nlm A A Tn~ nr~rt~' AA9'1 BUtsrDE DF r>~ srRUCres~
i ~ ~ ~re~s secs. r .Jl " ' ~ sr~ mrs4.
- - . a~r,~6iA9'~e'S irtnt A ver+rxc~u rCrevr' 8~'ARriV6 50TL TAMPED rN ~ ~ tee' !?'-o : >~rdl Y Al~A To r 5° LAYERS - . - TNr SiYAGt ~ B°. r A ~Ix~u NAtt ~ d.R ft1R 2 `-6'" CURB GUTTER ~tdt r NALt ~srD. e s G 'NON-STANDARD CURB INLE7S' ~ B°. FOR CURB tNLE75 NUSTALLED DIRECTLY ON
ors a ? _ _ a Y PLAN W~ TnP PLAN N~Q TQP Top DF PRECAST coxcRerF BDx CULI~RTS, c~G sTD. idle o<r /4c"B
_ - ~a~ o~ sa°-a° v~rrrc~ a•.• AL`rtlAL r0 i~E : _ - ~f+r7~t 6~tFCK Y MALL 1iY1'1~fA T t2°-0° YdrTrcAL HALL DQf7E PIPE PENED7AT10NS IXCEPi 4 VCp CGS I11~E7 TOP ~iP NAGL i?H2'17lA~SS S6yALL TO BE' INSTALLED AT SUMPSI, STEPS, AND
a~w eY Fran =1l I ~ • . _ ~ ~ ~ s'-o° ~or,~vrArc er J,z'-o° ~>m er,~' ar>~r ~ CY,~ . . ? sS AT tP`-0" DSAriM BOTTOM SLAB. ADD //B pDSE1S TO ANCNOIt
~ 1 I 1 1 rxs rru's sr~rc~ =1 l l • I _ ~rrsrr~s Pry c s~o tvrr ~ i Ttlt'S STITfiCf7A~' OVEAAA+ 5'-JO'!A'dOP) INLET TO TOP OF PRECAST CULVERT. ; : ,1:'4.':. SAN CIfF AA8! fTAMR~ A 7'-4° (:OdO3l ° _ eE. •
" a ~ . 4. a ~ : ' ~ ~ ~ ee'crrov ~ ~r~ ~~ua. to ~ r,~ I l c ;vorr~ es air ~r rn SAr1GCl A AE~? ~ 3'-B" 1ddO3J COG STD. d"d11 STONE _ _ _ _ ,
k( - ~ ~ ~ sr~acru~ sr~ruavs ~ ilk f~SIRfAG'l TtAE AEN ~ ~ RING G COVER 6" SASE I a'° ' n~ !AGCItA9~S A~ Nth' ro ~
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A!>>~A TAB 'yc, ~S ,r~CrAL arru~Travs pTI+ER YNAM tE ~ mwrtavr,~ .J I .gym mrs aiquari'~ ~ ro ~,u~xrvm APPI~'1YQI ~y 1>A; ~ ~ k a. SY ~ ~ ` e ~ y^ r
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o Cc~rc r~ a~ ca~r,r ro ~rrcu >'>r~ ORDINARY ~ BEDDING FOR ROUN© CONCRETE FLaN
PrAE ®rA. s!•1/~' ° EaND 22-t/~" ~IID ° PIPE ONLY O~
4' B" 8f2 f 1/+~ CY l~f3 0 1/~ CY 3P~17 r< .4, o CY 1 I i a' ~a Sr. ~ J" PER Pr.
LEGEND s'-4^ meoo I ! f t I I GLASS B . ` MORTAR
~tv 8° l~4f / 1/P Cr s'~ i CY 5773 0 !.5 CY NOTE.' ° 1 / l.o CI` 6'12 ® !-4/! CY l29~9 / 3 5 CY RS ~ OUTSIDE [IIAGIETER 4 A. AMERICAN RA LWAY .ENGINEERING 7 4 f+t~40Jt r~'9j,;; :F°`::"':,,:s. a 4jj 12 ~ 4 4 MINIMUM USE 67M OR A.R E. ! r a":~' a' :i, ~ ~ CONCRETE OR CONC. ~ ~~,p ~sl STANDARD CURB INLET 1°IYRQAT
~ O ° ,o CY ~ ~ o ASSDCrATIONI #4 S70NE FtIR 2i" AND LARGER PIPE. SECTION X°X • SECTION A A SECTION B B ~'pR °-'0" CURS 6 GUTTER
t8' 5715 ? t-J/~ CY !11"~ N 9 2.0910' PART SECTION Y°J :CTION Y°-Y
~o
~A U..~! .
sER ANH4LE RICK MASONRY C B INLET
NO SCALE NO SCALE NO SCALE 2 2 2 2 s~ (CITY STD. Q 42~a3}
s D. No ' 1o can sTD. No 20 can STD. No ~o0 401 cry ~
.
~ OJ ~ #6@7° o.c. a ~
f X4@7" o.c. ~s~ P6~7" ©.C.
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N ~ O q" I 7, g~~~~' Mp ~ \ 1 "COVER
r A ~ t k~ ~ A
u ~ ~ n m, c~; COVER
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U ~ f ~ / 1\ '6 / 1 "CARED w ~
~ \ ' / HOLE / r \
~ A I~>r A ti ~i~ ~ti
v ro A A l c f fl ~
~ ~ ~ PIPE DIA. MIN. ~A"
E 1 ~ PLAN I m ~ ~ ! QQ 1(~
~ / ~ ~ .q ~ C VVN t{1n9p
v. ~ ~ +n ~ ~ ~ ~ E t °d ' S
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o ~ ~a ~ ~ ant MIN. 6" DU4 6°
~ - w ~ MIN. PIPE MIN.
q~ a W 0~~,,.
N ~ d.. a 11/x" ~ ~1 1 t~e° r 1/a" h SECTION 8 8 s~c~a~ v~~ ~Na vE~w
O ~ ~ 6 1/Z" 2'-14 1/E" NQIE: CONCRETE Stall BE CIASS B
~ ^~'"5'~ 5 1/2" ~ -i0 1/~'"
NFL 18" NOTES° r' 2 ~~e° ~ 7~B" PLAN N •~'-s° i. CDNCRSrEr as DAY crz~ "E; E8 DAY CtIMPRESSrVE
STRENGTH f c ~ 3/Q ~ ~ R 9a C ~CRErE.• 29 AAY C©MPRES51 E'E 4, 5fl0 l+. C 3 3/4 " STRENGTH f 'c ~ REZMFt7RCINfr:' A5TM A-6 4, 500 psi #4@i8" O.G 4. ALL COirER r0 RErNFORL 7CINlr:' A5rM A-515 Gt~ADE 50 ~ 45°°°$~ 7 CO CRETE ENCASEMENT DER STRUCTURES
2. REINFORCING. ASTM A-615, GRADE 60 9'R BOTH WAYS ALL STEEL CUT OUT FDt TER TO f?ErNFORCINCi rS J " EL CUT OUT Ff1R pPENrN6S
' AT 5" 3. ALL COVER TO REINFORCING rS 1 " A+zLL BE REPLACEl7 1!e SECTION A-A SECTION D B REPLACEIx 1!2 THE Z NO SCALE dCIMG ON EACH SIDE OF
E d 4. ~rLLS~~E~ECPLACE~T ~ ~ENTNGS .-q-- REINFORCING QN EACH 5 aFENrNG. F-2 @ 7" O.C. #4 @ 7` Q.C. REINFORCING ON EACH SrDE OF FDR COMMERCIAL AND IA. lMEXTCIAL. AND INDUSTRIAL
~ $ SECTION A A OPENING. d, . 5. FOR COMMERCIAL AND INDUSTAIAL 6, srQ.R# p3 ~ NOS ALLG crrcn+s USE STD. ~4l~-H, 1p3 rS NfIT ALLQWOD AT
v v INTERSECTIONS usE srD. 4'412-H i~a~7" o.c. SECTION A A ~~7" o.~. cDMMERerAL AND rNVUS? ? a. rat AND rNDUSTIIrAL ~cTraNS.
THE MANt1FACTt~ER SHALL STAh~ OR STENCIL rNTERSECTIONS. MH-RCR 47L N17TE:" T~1E Nat+~AGTIJREF? SHALL STAN t~ STi:NCIL ITS LOGO OR NAh~ IN TfVO LOCATION5 ON
ti CAPITAL - 1662L 7"hE CITY DF GREESBf1R0 LQGit SHALL BE CAST INTfI ALE. LIllS ~ SII~ oA ~aR ERGES ~ Tip T{H'. ITS Lazo QA Nang zN TNO LncaTloNS oN US FOUNDRY A509B 7th SSOE OR E3EAA E[3Gi;S QF THE TOP. ~?lf
US FOUNDRY A5117

N O
~ ~ . p1.
~ ~ NO SCALE NO SCALE
~ 2 C TY STD. N0 411 ~ 1 CETY STD. NO 412 C '
0 y
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Z) PROJECT NUMBER
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MAR GRGRN002B001 A 3ENCN MASKS JOB NO. - Mr ENCEISH 4574- CRY GREENSBORO
ARCADIS QM of North Carolina, Inc. DESIGNED 9Y: = ROADWAY DESIGNED BY R AWAMR RESOURCES E
One Centerview Drive Suite 208 JCS 023500 ~ . Geensboro, N.C. 274707 DRAWN BY: SEWER SHEET NO. cONST. SURVEY BY Oa[P, DETAILS
ARCADIS Tel: [phone] Fax: [phone] SCA ~ WATER . tJCense No. C-1869 CHECKED BY: L. `1~5
rj»? sr~ v www.arcodis--us.com up ur ~ SIDEWALK SCALE O NONE BY CKY G AUSCELLAMOUS 2 OF 12

# a•-o° a~ ra LxP aF sUTrE~ GU~B, PAV cR CURB, PAVEMENT PATCH OR
EacE aF PAVE'MENr r~xrwxN .-D ° aF sEe 5 ~-0" Qi^' SECOND SAW CUT tRFACrNG MAY BE REOUZRED
NarE.' 11 FULL LANE' RESURFACING MAY E1 3 `-O" MAY BE RE1~UxREp AT REDUIRED AT THE DISCRETION 6"
aF rHE CITY ENGINEER aR aE NGINEER OR DG'SIGNEE,
COVER =MIN WT 147 CBS ASTM A4B-CL35 FRAME a MIN WT 220 LBS AASHTO M30& A A =INITIAL CUT ~
5/8" LETTERING r B-B ~ SECOND SAW CUT 4 ~ ~ ~
RECESSED FLUSH
~ ETTERIN6 t1/1S" S/B" 1" SPECIAL L 4 RECESSED FLUSH
tit ~4. 4'
EXIST.
PVM'T A`c''-D"
t 5~' 'gip ~
~ ,w-•-- B" r19. fig + + + 2'-6" C®NCRETG' CURS AND GUTTER
r ~ A ~ 14° j ~ ~ EX. BASE 6 " ~JrN, ABC --.r + . COURSE +
~ Q
q ~ ~ Q , 4
7 ti q ~ a ~ ~ t
~ d~ GaM~ACrxaN REauxREa ~ ~ C~ ~ AFTER TRE'NCw FILL 6 ~ COMPACTrON REQUIRED °iQ
~ 2 80~ a~ BASE GOURSE PLACEXJ ~ AND CaMPAGrE'D (rYP.) DN SUBGRADE ~ ~ 'F (TYPICAL) ° ~ ~ • , a h : ~.9• ,a.
a
~ PLAN S~D~' ELEVAT~'QN
23 1/2" 1" CORED ~ coMPACr~a.~
1 1/B„ 1/2" HOLE (rYP.l ~ CAMP ~ t1J ! 1/4" ~ BACK BACK~xLL
vENr HOLE 1/e" ~ ~ h .t2" NDMrNAL sa.
FLAN VIFW eDPDtDMER WIDTH
~ POC YPROPYtENE t/4" ~ " ALASrIC 1 /B
1/B" 2 1 2" SEE COG STD ND. 208 o / 2~ ~/4. 2'-0" CONCRETE CURB AND GUTTER
3/a° 4, ORQiNARY 6EDOING FOR ROUNp 23 3/'T 3/ / ?UNp I4
CONCRETE PIPE OR FO~IOW 0. 23 ~/a" t/B° a~" J~~" DE~oRarEa SP~CkFi~D 8EgD1NG FOR
ELFVA ~`I~N srEEL BAR BOX CULVERTS _ Cn
fi
1 "CORED ~ l e i ~P
m 1 1/B" HOLE (TYP.1 3 RDA o a MAX. sLOpE .€/a"~>-r
20 .t/2'.
4" tKj ip ~ : e • +:e• h
ti 4,
~ aa° ~ ~ x19. DB INSTALLED IN rWa Lars aF ~-~i
mT ~ MATERIAL aEPrwS SwOULtT EQUAL EXISTxNE G~UAL EXrSTrNG PLUS 1 OR MrN1MUMS SHOWN (WHrCH EYER rS GREATER) . ~._G„
$ECTTON A A C~'IQ~t A A - ~ A rERIAL GaMPACTED TO 95~ STANDA ~ FILL M TO 95~ STANDARD PROCTOR Lr~'TS NDT TO EXCEED 8 rNCHES.
~ NOTES. FfKEAANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE 4' VERTICAL PAVEMENT SUR~`ACES,
~ i. ALL DIMENSIONS ANL1 OIN N5ION5. STOP PROVxDE rAGx CaAr ra Act ~ERrIGAL ~Aa p ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1/16" ON ALL E ~'-6" CONCRETE ~#~ILL CURB AND GUTTER
BE ANCHORED WITH 1f2" REDHEAD STAXNLESS STEEL ANCHORS 2. MANHOLE RING TD f:~ 5EGOND pAVEAfENr REMOVAL LINE B-B TO E 0'W AND SEALED BETAEEN RING AND CONE WITH BITUdfASTIC SEALER. ~J : ©FRtH FA+`Ttl LrNE B-B To ea sAW cur oNCr.
-w~ ,3. THE' CITY OF GREENSBORO LOGO SHALL BE CAST INTO ALC LIDS. d _ , ~ - ~A~ MAY VARY BA9ED aN FIELD GONDI rxaNS A ) CDNDITroNS AT DISCRETION DF'FrELD INSPECTOR.
~ a NED BEARING SURFACE ~ ~ 9 MACHI
U.~,!
SENT REPAIR FOR ,PIPE/UTILITY
ER EXISTING PAVE ENT GONG CURB AND GUTTER .D UND
NO SCALE CIT (CITY STD. NQ 423} 3 ~o scar (CITY S . Nfl 541 }
Na scAlE 3 ~ s~ CITY STD, NO 49 4 3 CITY STD. N® 413

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C ' HANDRAIL DETAIL
~ (NON-SAFETY TYAE)
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~ © a~
~b N 03 MpF~AiMI AAaiP
N ~ PROP. O 1.,,8. Calf
Z NiN ! dr °
crs~
t7a ':1 tJ ~
CVO ''0M~ !0' r I 1
U Ltt e r ~ a HAI~AIL INSTALLATION OETAIL HANt}AAIL INSTALLATION OETAIL
M ~ CANC. FODTIN610 BE USED Oli ALt pD3TS BAt;K f~ MAf.~f
cv a .
~ HAGk3RAIl NOTES:
a~ ~ ~ ~ ALT. AAILIl~ FS TO BE ! i12" scHEOUIE aO CLEAN AtKfOiZEO
Z aLUNIrA~a TUBING. E. SECTIONS TO 8E JOINED. NfiEA,IE, NECE5~5YAAY,~N~INELFOAINEIT.UI~N6T~
~ ~ INT£RrlAl SPLICES SECUAEO Ni N EPO MC:CNANICAL FASTNERS NiLL 8E ALtONEO.
O v 9. RAiL5 AI's TO 8E RfA,LEO TO TAALLONED. iREO C1Ji4VATURE AS Otl NECESSARY. FYELO BENOiNO IS NO
A. 80TTON OF.POSTS TO CN: EMBEODEAOIN~CI~?T22~ CLF~dMATETCUATIN6 ~ PROTECtEO NITH TNO-PART EPOXY ~ TO PREVENT COAA05i0N.
~ S. ONLY NON•NETALLIC. NON-MINK GROUT IS TO ~ USED FOR SECUAING POSTS IN CONCRETE.
6. ALL EXPOSED BUTT elOINTS TO 8E TiGHT AND FLUSH. U3 7. USE l~THt'~ 'B' NHEN T~ CENTER OF Tt~ RAIL iS 5" OR LESS
~ BEHIND 7NE BACK OF NA

O~
r~ o!
v v,
~ ~ ~ NO SCALE
° ~ 3 CI1Y STD. NQ 44fi .
~a > ~ .~1~~~1i11^,1~1~~
U V1 i~ 4 BENCH MARKS JOB NO. - E C~
PROJECT NU aER REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH M DESIGNED BY _ WATER RESOURCES DEPARTMENT
GRGRN0028001 AL ARCADIS G&M of North Corolina, Inc. DESIGNED 6Y: ROADWAY
023500 One Centerview Drive, Suite 208 JCS Mff Geenshoro, N.C SEWER CONST. SURVEY BY 05ity0f SHEET NO.
274707 DRAWN 8Y: G F MMCFLLAMOUS DETAMS C HECKED BY CVLWJZT of 12
Tel: [phone] Fax: [phone] SCA WATER NO P license No. C-1869 CHECKED BY: L. SCALE: NONE
ARS-AD13 ~ '!!!r ?t ' " w t1.P SIDEWALK ww.arcadis-us.com I I i i V 11

DISSIPATOR POOL APRON ~ I I
~ La I I
N~ltTNUM AEA TO . TOP OF BERM TflP OF NATURAL W ~ ~
METAL FENCE Parr HETATNED ~ STLT FENCE G: w ~ TOP OF RIPRAP CHANNEL
SLOPE ~ ~ °m ~ SEC. A-A NATURAL CHANNEL
44 GAUGE MINIMUM LE~'STM QAA A4'~i Has WIRE taPrTaNAC1 # .
tP~ i00 ~0, 400
ERASION CDNTRaL FABRIC 7,500 -'l l fl
5~-90~ 50 5, 000 Paz-~o~ 500 1 i ( 2d~
>~0~ i5 1, 540 I I
~ ~ MAINTAIN ADEaUATE DISTANCE FAR
~ SEDIMENT REMOVAL 6 MAINTENANCE CULVERT' 4 ;ULVERT ~ TO~SUPPORT RIPRAP
qt
~~I II I o~~ I
__,1• ~ I EXCAVATE TO THIS 11NE, ( SEC. B-B BACKFILi. WITH RIPRAP
cs ~ .POOL DEPTH HORIZ- 21
-I 1-- 4 ~I 11--1 a>{, T~ 1, (SEE TA9LE) ZONTAL NOTE A
$ k~I . EX. EARTH MI6 ~Ci,
~b BAGKFTLL AND ~ $ oQ n tP 2d~o
COMPACT rHORaUGNLY 30} SILT FENCE MUST BE ENTRENCHED AND i it
SECURED WTTH CDMPACTEp SOIL. THE " 'SLICING METHOD" MAY ALSO BE USE ~C',~ 2d~ 2d~ THICKENED flR SLOPING TOE I I
0 4 TD INSTALL SILT FENCE (SEE NCDENR °ERDSTON AND SEDIMENT CONTROL iq ~ go ,oo
DESIGN PLANNING ANO DESIGN BERM AS REQUIRED
MANUAL "SECTION 6.821. SL11p~, "",-..--HGt1i •2d~ TO SUPPORT RIPRAP
~a 1 A
USE CDG Sr0#432 STONE aT TCH CHECK fr r r~,~ ~ + , a G
FDR FENCE OUTLETS AT A MAXIMUM ?Oa rod .got " e~$e ~fN,'t i ° ' SPACING ANO AT ALL NATURAL DRAINAGE <M~ a ~ ?`.+e ~ro
AREAS. (SEE SHEET 2 DF 2) , COG 5TO. X432 STONE DTTCT ag ~~{~~~.'•m ~rooa Wig, ~ CHECK TO BE U5EO FDR STL ,v a" , .~S °v"# FENCE STONE OUTLET "~`~aaa~'~°„~ r IXcAVATE Tfl THIS EINE, -c c SEC. D
-ALL SIDE SLOPES AR£ 2: 9 S m~ ~..^tdror ~%3 ,l~,a. - SiRUCTURA! STONE TO B£ ab ~ro •t °mv ~°a° ro ro RIP RAP fry WITH KFfLI BAC 8
CLASS @' RTP-RAP ' r:a,•°°'~~ tae ,~$ro ti Q
- 92" THICK LAVER DF X57 ~P > ,~=~°.r ' WA5ki£O STONE FOR EROSION ,r a ,m , ~ 8 e~ ~s
CONTROL ON FACE " °;gr°°-fie . ~ro # .+9 ~°'~'aw . .a aro"
NDrES"
-SPACING OF POSTS USTNG HOG WIRE WITH APPROVED ERl?SION
CONTROL. FABRICS TO BE B°-a" aN CENTER. -SPACING Of PASTS WTTHaUr HOG A!IRE USTNG APPROVED EROSION r' ~ PS"~4 pf J J ~ • BERM AS REQUIRED , --T TO SUPPORT. RIPRAP
CaNTAOL FABRICS TO BE 6'-0" aN CENTER. NOTES., I
POST.• METAL r PAST s'-~a" aR 6 `-a" IN HEIGHT PENDING ON FILL F STEEL CONSrRUC ION) 4. NON-EROSIVE OUTLETS ARE TO 9E ALACEO IN THE SILT FENCE AS SHOWN ON ~ j APRON ~ 2d~ s I I
SLOPE fMIN. t. 33 LB/L '-0" IN WIDTH (MUST BE STANDARD SPECIFICATIONS THE PROJECT FLANS ANO AS DIRECTED BY THE CGNSTRUCTION INSPECTOR. FABRIL:• 3 _ _ ° l 1 I
L FOR STL!' FENCE - ASrM D 1 WITH 12" BURIED IN TRENCH, OCATEO AT ALL NATURAL l7RAINAfiiE " ° _ ° ~ ~ STONE: !IF USE01 ,it4 WASHED STONE PLACED 2'-O" DEEP AT SILT FENCE. 2. NON-EROSIVE OUTLETS ARE' TO BE L
AREAS AND OE`PRESSIONS, WITH THE EXCEPTION Of PEgENN1AL STREAMS. -SPLICES IN FABRIC SHOULD BE OVERLAPPED A ~ OFa~ENC~ FDR 2% OR LESS SLOPE. j HORIZONTAL i.~ SEC. D-0 2:1 ~
~ -MAXIMUM DRAINAGE' AREA = J/4 ACRE PER iD0 ON I5 CaMPLETE A3' DIRECTED BY 3, Tt{E MAXIMUM t7T?AIItfA6E A!'~EA IMPOUNf1El1 AT EACH OUTLET MUST NDT ~ -STL T FENCE Ta BE REMOVED AFTFR CONSTRUC I i I I ~
TION INSPECTaR. EXCEED 1/4 ACRE. TfiE GONSTRUC CULVERT CULVERT I ~ A
as
o~ .~C I 8 ~ ° ~ ~ ~ ~ F RIPWRA~PP IN~IF10 RO E3~NFBASIRNM 3HOU~LD~B AE T TH~SAI~E EI.fVATION OR f~.QWER OTNAN ~
a~
I I NATURAL CHANNEL 80TTOM AT SEC. A-A
~ ~ NO SCALE . _ _ _ _ _ a CITY STD. NO 430 f
U_t .j,` I DESCR1PTlON S. ENGLISH ST. E. McCULLOCH ST.
I
fpC~ ~ 1.l LENGTH OF POOL, Ls 42' 36'
5TA81LiZED INLET "~"NR~'t.~~ LENGTH OF APRON, LA 14' 12' B
CLASS RIP RAP 1
PUMP
NOTE A DISSIPATOR POOL DEPTH 1.7
~'`•rfl~'/~.(1F`'~~`'~~'~~ Dso NCDOT PER CLASS) tO' 8" R!' ~
IMPERVIOUS DAM 17r 12 S C R LAS
(CLASS 1 OR 2
RIP RAP w/
SHEET PLASTIC 3 OR SAND BAGS
v,
~ r ~r ~ RIP P E ELY DISSIPAT
d` PROPOSED -'r,.~^' HOSE i UNDERGROUND 4 Na scALE
~ PIPE LINE
~ EXST CHANNEL N 3 1
01,E O CLASS e sraNE 5 ~
+r U SC R
o ~~~c. C9 I~ TES ~ Z
o ~ 1. EXCAVATION SHALL BE PERFORMED ONLY
~ IN DRY SECTIONS OF CHANNEL.
ISl1METRIC VI~'6~
IMPERVIOUS C 2. IMPERVIOUS DAMS TO BE USED TO g 4AM 4 HOSE fSOLATE WORK AREAS FROM STREAM
j s, FLOW.
~ MIN. NATURAL GROUND
c s" 3. CONTRACTOR SHALL THREAD HOSE v Q MIN. T
e s ONE THROUGH EXISTING STORM DRAINS UND E !'-O" THICK CLASS ~ d`57 srDNE ~ x ~ ROADWAY WHEN AVAILABLE.
a ~ ~ DITCH
. p q . Q . INVERT 4. PROTECT HOSE FROM VEHICLE TRAFFIC IF o. FLOW ~ o $~q ~ m,
a ~ C~~ ~ LOCATED IN ROADWAY. PUMP
~ 4' Ta 6 ` ± ~ I > I I
] I
u I I STABILIZED TEMPORARY RIP RAP PAD
E~
~ aPTTONAL TYPE B ~ STL T BASIN fSEE
rN NCDar DGN rs30.a21 NAL SECT1'otd ro TYRICAL l.olV61'TG171
0
~ ~ PLAN cn ~
°o~ CLASS B SraNE
N ~ NATURAL GROUND TOP OF BANK
~ ~ ~ ~nP)
~ O ~ MIN.
a j, KEr STONE ~ DITCH SHEET PLASTIC OR SAND
.L ~ TNra BANK / BAGS OVER RIP RAP i~ . ~ ~
• ~
~ ~ r ~.-..,..r..~
~ t olY ~ -m.,n...- ~ T rPICAt CROSS sEC I CLASS 2 RIP RAP OR
SAND BAGS ~ ~ z STREAM BED
(TYP) a o a a NOTES'
^ ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED i/d ACRE WITHf1tlT
v TYPE B BASIN (2 ACRES MAX?MLGN1 a~
r' STABILIZE AVER FLOW AREAS ALONG THE CHANNEL r0 RE'SIST EROSION CAUSED BY CHECK DAMS. ~
N ~
u
tp p O~
h~ ~ ~
fr a . N NO SCALE
4 ND scALE STD. NO 432
CITY o~
~Q Z ,~`til~itilllflflll~
0. W CrTY OF GREENSBORO TE BENCH MARKS JOB NO. -
PROJECT NUMBER DESIGNED BY RESOURCES 11 WATER DEPARTMENT
cRcRN0028001 REVISIONS TYPE CONTRACT CONTRACTOR AS BUILT AUTH. DATE BENCH ARCADiS G&M of North Carolina, inc. DESIGNED BY: ROADWAY
. CONST. SURVEY BY Q ° 1; SHEET NO. EROSION COMMOL DETAILS
Geensboro, JCS = SEWER CHECKED BY OF 12
Tel: 336N.C. 274707 DRAWN BY: ..292-2271 Fax: [phone] WATER SCA . PP ~ . SCALE: NONE G of
KAP""wADI N One Centervew Drive, Suite 208 023500 License No. G-1869 CHECKED BY: q I. .arcadis-•us can UP '+r?rrr:nt+~ SIDEWAY L www

6;t0~ SEDIMENTATION AND EROSION CONTROL NOTES,
Teble~a~t~~ , ` Fable G.10~ 7'em t3ta T~mara~r ~r~~g Seedtn~ tnlxture
1`4t1t bra : ae~dll~ ' S.eedle~ l~l~tt i t~lxtut~ S tt 'Cemporet~ ~e~dittg ee+d ~ . - adds Data {I~Iddra~ Rtmtnenda~l~'ta mt~en~~tl~tt>>tr~rL~t~` ~p8~la.~; (Iblacte); 1. SEEDING AND MULCHING OR PROPER GROUND COUER WILL BE PROUIDED FOR
as Rata(Iblacrey ecoremett, l~n~~r „ A Recomreendattttnsrtt7rFap ~ W'Intr~t"~ttd lerl mfr > ~ermarl mI. ~t ~ rlt~t"~IndE~rt ° ~Ih ~ye(graln~ DISTURBED AREAS AFTER EVERY 1000 LINEAR FEET OF SEWER LINE ~ Anr1~l ~spade~ Iri_ CONSTRUCTION AND ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS AND FOR
RYa (gran) 12D In the Pi~dman# ~tid t~~un~ains~ a small-st~ntmed ~udngras~;:ma~
suostittiled at a rafo d# 54l~tacra. Pi+atlmoi~ and Gvasta! Plan, ALL OTHER EXPOSED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS Kareatl.Iri:Mour?tainsy 50 (WHICHEVER iS SHORTER] FOLLOWING COMPLETION OF ,ANY PHASE OF
5eedltt dates CONSTRUCTION. PERMANENT SEEDING AND MULCHING OR PROPER GROUND
MDUtnaltts^-.A.. • Idea. i 5 ~ R~silt~g.dalr C1mt.anrnaal,iasp~lsza,wh~n:durat~vn cf_tsmpvrary giver i~ potty extend: COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS ~nd,tan,~; (?R 30 CALENDAR DAYS (WHICHEVER IS SHORTER] FOLLOWING COMPLETION OF
Gp~astal Plain and Piedmani :Aug. 15 - Dec: SQ u ` ~ a t t~ ~ A . t ~ ' Ma ~an~ k . CONSTRUCTION ACTIVITY.
F~ednron--~la~ ~l: ~ Att~,,15 ~~e~atttttg d8t8s 2. SEED BED DEPTH TO BE MINIMUM 6 INCHES.
~oi1 amen eats ~;aastal:laln- ~ ~5 :~u' : Mountaans 2.5U0:#t, Feb. May 15 3. MULCH ASPHALT TACK APPLIGATION RATE TO BE 150 GALLONSfACRE.
Falbw sCil tests ar apply 2~ta44ltrtacta ground agrinullt7ral limastane,and t~olbtig-~0.1it#ettil~ar: llem~ ettta `~e~w ~5{~:~ P~b,:1- tipsy 1
d an ~i$Ites#sora. e~~.cCa rauttd foul" Pi~drnvr~t--MJ~ut, ~ ~ tray 1
~"+llawre~antasen atl .:,8 Mulch ' turnl~n?~aad'~~~ra10.1~Q1~fert~~ar»
Apply:4,OQ0 ~facra s#aw. At~lwt stfaw by 1aC1Clr~ wdl~ asphalt, netting,
or a rn Ich anr~torin teal. A d~k ~ltit blades s~ nearly str'aigi~i can be u Mulla` ,~tt~Iltt~'t~JtflttttS
trssrt as a mulch anchaang tool: w. 1 k~~ ~'~h as ~ia~r ~idt~~ ; ply: ~,Qt~D: Jblaat~ siravt..Anchnr sire, ~ , . P ; Ft~flaw i~drOrAe~aat~ins of sviltesisorappty 2;00 ~laete grat~rlli ~ticui-
pt a mulch anp~n~ dcslt~nth ~Iadss set near s~ra~ghl s~tt:be ipral:liesis~na arni 7'Sp ibfaore 101.10 tsrti&~ar,
l~lttt@CtattGe used as a ~nu(~it ans~ar[h task; t~t~h
R+rpair aril na#artilize damaged areas iinmed~ataly. 3'opdregs ~i<h 5tt A~ 4,Ot>~ lt?laere.sltaw;:~ctxir straw by tacking w~~t ~isphalt,. ~tiing,
lltac~e a# nit en in March: li it is neces to ea~tend #em nary ~aavat t~e~yond Ju€~e 1 overseed with 5~ ll?lacra 6~abe ~l'tedntan# and Cpast R~#art€(~Za 1 ` ratut #sna~irll at# . oats>:fa!~, ra#prt3l~za ~d mulch i~n~ yr a: m~rtch anphs~trg fiopt, A dis3 with b#adas set nearly st~ght can ba
F~in~ at_Karstat~ oun#ains) Iespodexa ~ lat$ i~atitruar~ o~ early March. used: as ~ mutpti ~nch~u~ng Fool;
rnsd{ -#alia~vlr eras±a ort~the~~a~age: .
t~t~r?~e
R`~,~~xze of grov~th;is r~otfuliy ade~gpate. Reseed. reiertl~ze and mulch im-
dis~ialetytelloWir~ erc~lon r~ratlverdamage
v v
~s
m
.
~'ablse 6,t 1 Tabte ~;~1.trt
a 5~dia l~o~. ~l~ ;'orc ~~dl Sirttt~ l~lp 31 9 , aei~~ Np 3P fit`: G~a~tte, ~~~ing; mtxtulr~
a, a m ~ e s S a4~(lt~,'acra} S1vp~S;:St~il~~'itl dress tined .ttattn..1 Pa , ~ ~9i~S,.SC31~ W'it(1AVtS.t"dg~ Qt : Rata {iblecta)
~ Tall Oascua. x(30 ~~-5lhli,,Q4Q #i. R~tt ~D1.#Ett o lt~ot sett M~ts$ttre. l~~t;~t'~tt9in, 8~end.c~ t~vn #urfKtypa tai Ctptdi' Stttt~g High' : fdsvu~s (~9~aj and two ar
L ~ ~ ~ lUlailntrtn~i mare iinpr~vsd lfeintiucky
U...i t~urs$ plants. k~uegt~~svdr~ehes;(10°!oj 24D-250
' ~~~ar~at,rlan~dAug~~add~l~a~udangtsaeicl,~t~a~~t~ar-
ms ::~ri let;'Botare # t~r;~lterAu 15adc9~tff=~rerye>(grain~, „ rt ...:d . 9 . "SO~elt~~ d~~~
~~edlnl3 ~dat Best Posslt~le'
fast: Au ; 2~ »t~ct. : F~ll~ Aug25~SS:p4:15 ~ug:2a-{?d.25
V~?ter Feb l = Mat: 3t
e `Fvr qua€ty turf aaprd spt'~g seadiag. Where grading is completed during
Aua~d;se~!"iii av :a,iap ll ~e~ong must l~a;don~ at #hi~ time, acid ~.1bla~re rain and use a c}tar~na[lir~lpg:thata#fs malcir~irn prnc- leis wtr~r or.spring, an rtltemative is 1o seed ACS lt~tacre Kate lespedaza,
t kee~,t~d, prepare~seedi~ed; and. seed a permat?;erri mixture iri,ear~r
t~lh;
~l atnehdt~
3 ~Phflime and`#e~tllizer ac~rd~ng ~ sssl tests; or:apply 4,flt3© l~'acre Sett 8t11en~elrts Ag~y:Girie end:llixec.acing 9v soui:tesfis, or apps 4,0~ Ei~acra
u, gr~untlar~uralfs~anaandtC~t~l'act~10-1p~10~attilizer ~psrate grz~und:agr~l~urallynestcne.and S,~ti4lb~acra lath-iR3$erti?i~er.
~~1' . ulpment txerr~~:ilte ova#ea: , ~r ~
MiUjt:h
~ ~t#1~~ Apply d;QE~tI lbtacre small. ,grair< straw or equivalent s~rvet of anoth~ar
`j lips."ute,::dicee€s~a~ wr~~ding, ar`other #€ec#iv;~ ~h~niiel liiiin~• rr~at~rial io ravettbe~k~attam of nFrer3nets and;ditcl?es atld stagy securely. TEie Ilr~ng su~at~~:muict~ &nchorst<aw.pytacking:~ath asphalt; netiing, or roving or
slrouftl extend a~sra ths:hestcalcr~lat ds~eth ~#Io~4 stn ~iannel:sfd by crtntR~ ~ ~~tt: ar~tiorii~ iaol: A disk with bEades s4i near>y~
o S asabPVa.kltisite htk,ar?din~draln~esnatr ti~#~g4em~rutyiinirtgs; ~ ~ttra~ht pan used ~s a mukti anchonng td~,
' apply ~,OC~ lbla~e gram s#tatAt a~d~anchot~stravr~r~sta~ilin nolt6ng pve
0 tho to , U ~ t~~lttten~t~ce ~~tillx~ aeci~rrding tp sal tees or apply ~Olbla,~re n~rogen u~ Jan. yr Feb.,
rn 40 lb lti:;~dpt,, aft 4D lb,in tilde,, irom a 1 -~~8,16=4.8, or s~nitar i~?~ ler-
ttl~lsh; and a~c+et~ materials tn~sttit al~,v~d t~?~~sh dou~n siapas 3 o wl~srdths ±~n ;gain dsvicesA, tllNZar. ~Avojd#ari~iarepp11~1~psdutingwacmwea~har,,astblslnaeasAs
stand l~ tv -disease, 'Maw ta. a hoighi of 2 5• inches as needal,
y lylaln;4ett~et~.e: R~~d, fvr#a~~a; and mu~t? damaged ar$as imme~liatel~;
Iris andr Grniu€chfr. uanli` Refet#ilixe;lnlat~~irat`thef~l~?wt
~ ~r~:year,use,.sQd tens or n3tP~: ~~C! It~Jacre ttl~#,(~, Atlr~v r•farly ~ a #Reterto axB.~fvr:laoianicalnanes:
m ha A irh,
o cJ. . a
t~efer tt~ Appe~~t~p~i~r ~ata~al.nar~e~; a
~
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d PROJECT NUMBER BENCH MARKS JOB NO. hdcQULLQcH 1! - 452.1- C
GRGRN0026001 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH M)
A • DESIGNED BY WATER RESOURCES EPA E
One Centerview Drive, Suite 208 JCS 023500 coNST. SURVEY BY [ 0 M, f MIF(~~SHEET NO.
INk ' ham` Tel: [phone] Fax: [phone] SCA ~ ~,D WATER . CHECKED BY DY of m 5 of 12
~RCADI ANO I ARCADIS G&M of North Carolina, inc. DESIGNED BY: - ROADWAY QA Geenstmro, N.C. 274707 DRAWN BY: SEWER License No. C-1869 ' CHECKED BY: f~i/ q T lip SCALE: NONE
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. y\ v" GUIL~ORD C~3NiY BOARD` OF EDUCATION i 'I t L ~
701-705 S. ENGLISH ~ ~ . ~ 774-~~_~'~
~ t 1 1+a0 ~-~oo DB. X329 PG.1{ 0240 ~ I ~ l ~ ~ 1t i ~ ~ L~ I
-1 00 0+00 , , t ~ 15~so ~ ` ~ 'fit s ~ ~ ~ # ' rf ! ~ ~ j~ ,1772-•---'~
E SI C i ~ ' i ~ ( i ~ ~ ~ ; ~ BELL TELE MH I ' i 't i ,t ~ t ~ ` CITY OF GREENS6.ORO._ °
i `s i S ~ t r~65.19 ! ~ ~ ` 600=69~~S. ENGLISH ST ,~r---_770' S
f ~ ~1G I S n~ 1 "r• ~ ~ ~ 761,62 ~ I ~ DB. 1263 PG. 414 ~
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yj(} 77 T ( S ~ F ,
l 1 w I Q $ ~ Z~ I ~ 1 ~ ~ _ ~ ~ ------766---~
f ( ~ o ~ ~ i ~ ~ i ~ I '1 f i ci ~fL G I ~ ti s ` ~ ~ COORDINATE RELOC~TION~~-,i..__ ~ ! f ~ ~ OFjtlTIUT~(~I'4LE WITH • ~ ; 7 a
.h. E 6 S 76a ~ s ~ i, t 76a i r 12 CI V f~ i' ~ i ~ ~ f 64 , I ~ I .ODOT (RELOCATION J,...
f~ 1 ~ i }3 0. z 4 ~ _ j ~ i ~ ~ ~ MH v ; ~ ~ ~ ~ ~ PERFORMED BY GDOT) rt
- ~ ~ ~ 1 S > i r z t I. ~ ~ri~- - I ~ ~ i t 765.26 r r ~ ~ j Y
756 .6- N I ~ ~ f' -i~~-~~ w.-..-.__... 756E~; S ' I ~ ~ I ! 229 50 YD OF PAV~MF.N'f REPNR ~
~ ' ~ 8 DIP SAN I I i ~ z ( ! ~ 3~ j WOODS I I ! I , _.__l_._._.-r_.,__ ~ ~i ~,y ~ i WOODS `I ~ 755,50--_" W , , ~ ~ ~ (SEE COG STD 42~~ k
v ~ \ ~ { ' i 755.40-_'``~ y ~ ~ ~ ;
i I t t ~ ~ LIMITS OF;CONSTRUC`,`N, ~ I'', i w ~i`-~--„ f
I ~ L M ~ i r ~ v0 ~ ~
~ ~ 1 ~ I I ~ SHANNON ENTERPRISES ( ~ ~ i; ~~'x! ~ ~ I . I 1 Jr ,6 REMOVE & REPLACE z~8 LF (TOTAL FOR 2 PLACES) ~ ~
E ~ ! ~ ~ OE THE SOUTHE,~ST LI.C ~ _ ~ ~ E 405 S, £NGtiSH ~ ~ REM(iVE & REP 245 ~1 ~ ; OF CURB AND GUTTER T(T`MAATCH-00511N6 _
i I ~ ~ 1 I i I - - ~ ~ ~ ~ w__--~-I-- - i"- i I ~ t f i I ~ r t DS. 4512 PG. 1541 '~ti ~ ~ ~ ~ I i ' (5EE COG STD 501) d SO FT OF CONC~11tALK j ~ ~ ~
~ I { ~ ; HEAD ALL #i SEE SHEETS 7 & 8} i i i { i ~ r ~ ~ ~1 ~ ~ F ~
_ F ~ 1 757,7 ~ ! I I I 1, r ~ ~ , ;SOIL ~E- ~
I I ~ ~ ' ; 750.00~'H X W SOUK ..L._ _ ~ ~ i 749A0- ,,Vd X 7 NORTH - I ! 0~~ 1~ ~ , ~ i ~ ~ ~ I ~ if TEMPpRWZY SHf~TING, ri EAD ~ SHEETS 7 & ~ ~
i 1 i r ;1 ~ I ~ ua ~ t / J ~ ' ~ ~ ~ ~ ~ ~ j' X58' 7 ~ ~
i 1 _ l t ~ _ ~ f i~ 1 ~ i - i r l t ~ r f ~F ; I ~ i~ ~ ~ ' ( / 1 'W 'H E
I ( I I ~ S t t I a1 C f~V£RT R) 4 t C j i ~
I f i l 75a ~ l 750 ~ I LTER FABR C ~ ~ " 7#9.96-73°kG6 W ~ n ~ ~ i / i l r~
'ti.
~ SOiI BORETI I . wO~DS CUL E Tj~ R p ~5 a' ~ e lF~ ' ! ; ~ ti ''BR) ~ 75 1 ~ ALL V f/ ,r
~ i0 LF ~ F 7 x B H REFUSAL. X2.5 ; I ( ~ 749. 66" W I ; ~ . ~ i ~ ~ O CU RT f A
r : s I ~ ~ 1 I ! FF _ ~ i r'l51. x66° E R
~ k I i ~ FOUNDATION 1 I ~ ~ ? 1 MiN GLASiS N
i ~ r' , RIP RAP ENERGY OI~SIPA~ C ~ NDOI N~VG MA iAl i f ~ ~ ~ ~ E 4 ~ ~ (SEE SH ET } ~1 r, t f~ ~ ~L~ 80RE 1
I I f f~ gyp,` :f u ~ ~ ~ ~ ~ . ~ . 3 f
~ 'SOIL 190RE 2 i I ~ ~``~i. I i r' f j I , ' ~ r ~ ~ 7 ~,.r'r' riv ~ ~ ; h ` K~: u' c~ ~ j t 0'~F t~~5" RCP CURB INLET 2 (SEE COG ST_R..~O3j ~....~i' ~{.\y ~ . ~,,z,,~;~, C~ . ~ . G ~ 761.89 f
I ~~USAl 1~4 ~ s . ~ , I ~ ~ 2"~ ti ~ I ( I~ I J i s ,,r ~ '~-V-'! {J ~ t GS ~ 'v i.1 ~ ~ k ' t' 1 } ~~~r ~,.,r~ ~~f / ~ , ~ ~ . tr . ~ ~ , ~ t,. ..r`" r,, 755.94 i S ~ fM, ~ ~a . ; ~ .
-s ~ i 57.73 ~ I I E ~ I I ~ I ~ ; I ~ P,9H ~ ,
1 ~ I ~ 7 .4 ~ Z r 50. ~ 9~ 15 NVJ I ~ 56 2 ~ I ~ ~ I f tiu000S ' f R€~OVE AND REPlAC1»•' ` T
~ ~ I ~ I - NW&SE i ~ I i ,c ~ ~ r' C R ~ ? ° ~ , P i~ ° ~ / 10 LF OF ASPHALT ~M~ 15 r ~ , ~
~ ' I i ~ 1 ~ t ~ ~ e ( , I ~ f i ~ ~ a TEMPORARY STONE 4RY STONE _ ~ .j
i ~ t t ~ t, o~, , FF.,76~.7 ~ ~ pITGH CHECK, TYP HEGK, TYP ~ t 1 ~ , ~ ~ ~ ~ ~ ASAHq W'"~
t- ~ i 1 4 I ~ ~ e I I ! I SHEET ) ? ~ ( 740 1~ s q_,. IEET 4) ~ ~ , ~ ~ ~+x _ ~ T Ki~G T
7~a 1+aa 2+oa a o+00 i ~ cuR~ 1 E, ca ~ 1 TBM-766.16 ,F RAtt r CURB INLET 1 5EE COG STD 403) 4 CURB kNLET (TBR) ~ , M i ~ -v' I CURB if~l.ET(TBR) ~RAI~O~~ IK~~(
L,, -100 ~ 761.89 " s 761, f'~i ~ z~ ~ ~ ~ i 1, I 't 761.89
v~ ~ `a, 761.: TO BE FIELD VE9IFIED - 30 N a ;n ~ ~ / ~ ~ ` w ~ ~ ~ ~ ~ >Unknown-15" S r
~ ~ws 752. I ~ MH w 752,;.1 ,30-- ~ Unknowvn-30' S ~ . ~ ~ , { i J /
G:.DG 1; N ~ l 756.87 I ~ I 104 ~ LF OF 48" RCP
1~ i ~ 1 = 30 HORIZ , „ V~?&SE REMOVE & REPLACE I ~ ~ ` _ t t
1 ~ vERT a ~ ~ D4P SAN SEWER ~ i ~ ~ ! I' ~ ~ i' i , t , '
~ ~ 1~ I ~ f i f ' 161.73 r~ f ~ $INGHAM PARK ~ ~ I I ~ ~ ~ t ~ f t 1 CITY OF GREENSBORO r
l ` ,I ~ ~y Y~54.33'~38 NW PO BOX 3136
m._ 1~ FF,-I57.8 ~ ~ 754,13 ` 8" 5~ ' OB. 2598 PG. 0775 ~ VAC M RE-2 i ; ~ ~ i ~ at ~ ~ , ~ ~ j ~
1 ~ Es~DG ~ . ~r ~ `~Z
~ F£.-751 £E.-761,0 F ~~~~7.7 (SEE sH~T t) 1~~ ~ ~ sroRM H ~1'`;~8' D>A)!(s~ cOG 5TD)
BL',}G c ~ ~ i ~ 761x5 ~ ~ ~ VACU E-1 ~ 9 ~ ~ i 754:7 - 48" NW ~ ~ ~
0+00 1+oa 2+00 -1 00 50 Y~ (SEE T i) ~ b + 1 ,r~~ , 754,57,- 4$" S
~ -0 5a a+aa 1 ~-a0 1 +5a 757.73 Jg~ ' ~ to 1 ~ 1 `sv ~ ~ ~ t a
_ j ~ f I ___-15" SE j a 7?i5.0O ~8 SL~TBR) ~ t
EXIG D£ ! I I ~ f ~ v C ~ j j ~ ` ~
rn c~ _ .EN I.ESH SIRE T h _ _ i ~ t ~ ~ L # 1 . \ FlA~D,'1~1D SECTION ~ ~ ~ ,~1, ; I
~ y ~ ° I ~ ~ ° ~ I MH-~SEALEO} 1 1 1 :.a p~ ~ ' r 1 ~ i r. 755.00 >48` 51; ~
/ I s r.'~? 763.04 , ~ ? ~ ~ ~ ~ ~ ~ ,
U Q 3 # ? M ~ U. O 4 O • i\ 759.26-8" N ~ ~ I ~ ` ''a~ ~ 759.12-8" S 1~' ' f ! . ~ ~ SO YID OF~ ~ ~ ~
C ~ I O ~ i 3 ~ - ~ ~ " ~ 32 LF OF ? CONTROL MAT(I \ ~ '~1
o rn 6 S I, G 760 ~ U I ~ ~ / 76a + h 12 CI W ~ ~ - 765 1,~` ~ ; ~ 4f3 RCP ~ ~ ~ ~ ' ,
~ ~ a z 765 1 I ' ~ 765 FF.-763,9 ~ ~ ~ ~ ~
( I PRO E G E
o ac ~ S R I i a I 1 ~ ~ ~ ~
SHANNON ENTERPRISES ~ F ` ~ \ ~ `
i i I c l i j I ~ I OF THE SOUTHEAST LCC TEMPORARY PAVEMENT ~ ~ ~ ~ ~ ~ ~
j ~ IE ~ I 405 S. ENGLISH (25fl FT 1< 10 fT) ~ ' ~ ~ ~ cs~, , 1, DB. 4512 PG. 1541 ' STAGING AREA \ ' ~ \ ~ ,
U ~ E
\ l
~ ' ~ ~ i ~ Et ' ~ CITY OF GREENSBORO 4 1
~ ~ I ~ I ~ I r ~ \ WOODS 328 S. ENGLISH = ~ 1~ ~ , DB. 1046 PG 0168
1 RG ~ > y,,.
a i I. r 764.90 _,_----°''"`J ~~,i~
E I N M w~
rn i I r ~ 755.54-30" NW&SE ? ~i 5 '
N m j' r- N i I ~b CITY OF GREENSBORO ~~`"°~-..._,r ;`I
o SO 80 E--1 ~ l R SAL 12.5` € I r , 326 S. ENGLISH {
1 ~ 75o I 750 S= ~ ~ i ~ ~ . I
755 t 755 o~ 755 MH f ~ ~ ~ t 68. 1046 PG. 0168 ~''-~w.,.,i 765.09 ~ ~ ~ ~
c°v/ Fl ABRi ~ ~ 758.35-~" NW&SE 4~.. ~
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O ~ _ o.
M~ i I p'~~~ N I]. 4 OF ~'W x TH I ~ ~ ? ~
O •ct~ X LVE i t
~ I , ~1 ~ SITE PLAN
~ 12 MIN G VI OUN TION E 6 1" = 3D' STAGING POINT TABLE
E - NING MA lAl. I ~ a 1 NOTTI POINT ~ NORTHING FASTING DESCRIPTION
z EFU 14 ~ s i~ a~ r " ~ I
~ ~ . vo ~ i i 1 1 844994.9409 1776180.2920 INSIDE CORNER OF CULVERT ~ HEADWALL ~1
n a SO CU~.VERT I NO TH ULVE T
U I 2 845010.8566 .1776176.6223 INSIDE CORNER OF CULVERT ~ HEADWALL ~i
~ I ~ } k- 0 30' 60' 90' 3 844971.5748 1776078.9508 INSIDE CORNER OF CULVERT ~ HEADWALL ~2
[n I 1 ~
~ i SCALE !N FEET -HORIZONTAL 4 844987.4906 1176075.2811 INSIDE CORNER OF CULVERT ®HFADWAII ~2
7a~o I ! ~ ~ ~ 740 ~ #
m o+o0 1+OO 2+00 5 . ~ 745 n ~ -1 00 74 - 1 QO 1+5a ,5~ 45 O 3' 6' 9' S 845014.5751 1716144.5536 CENTER OF RING & COVER FOR CURB !NL£i ~1
a+50 o~-a0 + q
U! SCALE IN FEET _ VERTICAL 6 845003,3818 1716094.4475 CEf~£R OF R~1G & COVER FOR CURB INLET ~2
~ O ~
E t r = 30' HORIZ ~ _ m v ~ ~ 1 - 30 HORiZ
~ 1" = 3' VERT ~~~tu tort tr 1° = 3' PERT
. a ,
~ OnPROJECT NUMBER TYPE CONTRACT CONTRACTOR AS-BUILT AUTH . DATE BENCH M BENCH MARKS JOB NO. P - 4574 CITY OF GREENSBORO
GRGRNO02BOO1 REVISIONS
SEAL ARCAOIS G&M of North Carolina, Inc. DESIGNED BY: ROADWAY DESIGNED BY WATER RESOURCES EPA E
23500 One Centerview (rive, Stride 248 JCS = SEWER CONST. SURVEY BY°~®aPGC~~ S. ENCIUS ' SOUTH OF P SHEET No.
Geensboro, N.C. 274707 DRAWN BY: 6bTH CHECKED , BY t~ T® 6 QE 12
Tel [phone] Fax: [phone] WKL . , ! WATER QA N Y license No. C-1869 CHECKED BY: iNCADI CKy o SCALE: 1 = 3Q
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I ELiZABEI ELIZABETH JANE HEPLER ~
( TBM-789.42 I f 45 E. I MH (TBR) MANHOLE 1 ~ ~ TOP REBAR ~ f 45 E. McCULLt~CH ST.
I UAM}©~ p 786.71 786.71 D6. 695 ~ "I SIMONE GARUT~ eE11S ri i p . DB. 6957 PG. 0731
? 96 E, McCULLOCH 77$.$3-8 E (TBR 778.50-8 E i 259 SO XD OF PAVEMENT REPAlR I # ST , i 'EMENT REPAIR Ili '
E ' DB. 3736 PG. 0303 SEE COG STD 423j 3 ~ 3 j }
~ I p_. i NDS._..
f } ROCK & CONC. I ~ i 2- 4 22 f J2""BENaS-•-w --m~-.~_ I , I SIZE N4T UNIFORM BR ~ _m i
35 X 80 PERMANENT 777.64 ~ ` i a e ION SLEEVE dt 6° X 4" REDUCER
EASEMENT N~•~,-..TRANSDION SLEEVE dt 6
i I 15 TCP Rj ; _ 1 ~ REMOVE & REPLACE 224 LF (TOTAL 224 LF (TOTAL FOR 2 PLAGES)
OTfS L. VdlL t~ ~ OF CURB AND GUTTER (SEE COG ST i t38-922 E. CULLOCH ST S41L BORE-3 ~ I ER (SEE COG STD 501} K6 ELM STREET LLC
I OB. 386f G. 9 `4~~~~~ RE VE ~ REPf.ACE 953 S4 FT OF 853 S. ELM ST.
~ ~ r` 953 SO FT OF D8. 6374 PG. i 91 ~
TOTAL FOR 2 PLACES REMO Ef ICE 83 Lf CONC~VALK ( ) f ~ r !t ~f"1~ Fl' CHAIN IJNK FENCE STONE WALL ~ I \ FOR 2 PLACES}
{sEE NOTE 1) ~ I ~ cuLV~RT 3.7 x 4. ~TBR; TBR} 28 LF OF HANDRP~L,
; \ ~ ~ ~ , , r.. , 779.00 7 SEE COG STD 446
.-~~~Era~Nl c w ~ ~ A~. q (SEE DETAEL S~IEET 1) , ~ ~ ; 4 6" 45° fO 7~ ~ (TOTAL FOR 2 PLACES)
a i 785.67, " 1 ~ ~ VERTICAL BENDS REMOVE & REPLACE 95 LF
! ~~2 ; I X78".._. TEMPORARY STONE ~ „ ~ . r~ ~ c ~ ~ NA ~ OF 6 Ff CHAIN LINK FENCE
j RE cs ~ ~ , ~,r -1~' ~ i DITGH CHECK, TYP G ~ .fi " , _ -~-~~ONSTRUCTION LIMITS
(SEE SHEET 4) I ~--•t ~ ~
I f~.~ ' ` ~ r s. 15n TCP 2 f:. , r ~ AWING WALL 2
I RIP RAP ENE S~ ; ~ = 780.90 SEE SHEEP 4}'~ ,1. S a ~ ~"`~-`~~8~z7~ [ STAKING POINT TA9LE
' t E , ~ ° CURB IN (TB ~ f t i
784.8 r ~ 9 -CURB iNl<ET(TB
783, $-15" SW i , 784.93 r ,l ~ GAZEBO ~ 789,53-f 5" N',N (TBR) 3' ' HEADWALL ~4 (SEE DETAIk SHEET 11} POINT ~ NORTHING FASTING DESCRIP114N 785.7 ~ 1 841917.3793 1766411,0805 INSIDE CORNER OF CULVERT g HEADWALL ~3
{ ~ .F. 780.3$ CONC RIVE " ti ~ 778.67-12°W X 4°N S
I HEADW 3 5EE OETAI 5 f 1) CURB INLET ~4 ~ ~
~ i COG STD 403 f 785.7 ~ (SEE } { ~ 2 841916.6985 1766483.0612 INSIDE CORNER OF CULVERT ~ HEADWALL ~3
" ~ ~ ~ ` ~ 784.93 777.67 12 W X N _.--.-------m- I Ir ( i; fi ~ CURB INLET ~3 # f,~ 3 841965.3020 1766473.8034 INSIDE CORNER OF CULVERT g HEADWAII ~4
I i ! F ~ ~'J S SE-~ COG~Tf~..~ , ~ ~ .
~ ! Z REMOVE LF OF 4 CI WM ANA REPUIG 784,88 ~ , ; I MPORARILY R OCATE' ~ U I ,,VIM AND REPUICE WI1H 80
~ ~ ~ "QI IO LFO 6"RJRIPWM&~6LF01:4 Rd ~ CATION W ~ is ! ~ ~CtX?RDINATE R~O / 1 ~6 LF OF 4" Rd DIP WM ! 4 841964.6212 1766485.7840 INSIDE CORNER OF CULVERT ~ HEADWALL ~4
f v` MH PROPERTY OWN } ! THOs ~ Thos s. MALLOW & 'k 5 841929.9266 1766476.2093 CENTER OF RING & COVER OF CURB INLET ~3
HOUSE I ~ , Ui 786.06 ? FRANC m ~ ~ ~ ; w ~ f 777.66- 70 FRANCES H. TRUSTEES
REMOVE 88 LF 8 TCP SEINER , ~ ~ ; 6 A~ ~ p " ; + I 777,fi1~ 8 N,r (TBR) D8. 50 j 706 ARLINGTON ST. ' 6 $41954.1375 1766471.5849 CENTER OF RING & COVER OF CURB INLET ~4 ` DB. 5032 PG. 0384
HEARTLAND MANAGEMENT AND REPLACE WITH 8 DIP SEWER ! • w i r
~ ~ 80 TEAM 1.LC , ~ I . ! 76.06- 8 W i 2 ARLINGTON ST, ~ ~ i~ 775.96- " S DB, 696$ PG. 3066 INSTALL 6" TRANSRION SLEEVE I { ~ ~ "
~ ~ CITY OF GREENS RC i
~,a . ~ ~ 6° X 4° REDUCER 710 AR T ! ST. ~.~.~m- ~ r~ DB. 39 AG. 0250 ~-STAGING AREA
o~ 1 ' i I ~
i ,Y----

~ ~ ARCING TONS . NoTI.1 NOTE 1:
REMOVE REMOVE TOP 3 FT OF EXISTING STONE WALL AFiFR
MH INSTAI.I INSTALLATIflN AND FINAL INSPEC110N OF NEW RETAINING WALL
790.03 E3ACK~~ 783.87- " COMPAI BACKFIII AND REGRADE AS SPECIFIED OR SHOWN IN DRAWING. COMPACT BACKFILL TO 95% OF MAX DENSlTi~, STD PROCTOR.
782.47- „
1°=30'
• 10
-1 00 Of00 1+00 2+00 -0 50 0 50 0+00 1+00 1+50
1 _z.,_.. i ( ~ ! ~ i ~ ~
! ~ ~ ~ ~
rn I 3 ~ ~
v ~ x ! I i i I ~ 3 ~
/ z
P- x ( ~ i ~ ~ ~
o w 3 ~ ~ ~ r ~ I} ~ i 3 ~ i ~ ~ ~
4 P~ 1 i ~ ; ~ ~ ~ ~ l ! ? 790
U 790 790 790 / pr. ~ n o, • ~ ~ t°~ ~ I ~ ~b~
C O to •3 ~ c ~ ~ ~ 1,,, #
Q - { ~ ~aa ~ a ! { ~ I ~ f E I ~ ~ ~ ~
1 4 ° _
m .ra I ~ I j ~
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E ar . ~ _ ~XST ~ RAaE ~ I I
U ~ M U! L CH REET i ~ I~~~~ ~
a
t~ ~ ! ; CU VERT
~ ~ ~ " URB IN , TYP 1 ~ ~ ~ ~ r ~ i
> ~ ~ ~ ~ 3_..
c.~ „ cl GVATE (TB ~ R LOCATED) i f i ~
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~ ° " TC SE ER R 8c REL TED o ~ f M~ r i " _ I
a ~ P OPOS D G~ E " ~ ~
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780 780 780 ~ ~
I ~ i ;t I ~
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N tl. Fl R R!
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0 N~ t C ENO ENT ! ! ~ , ~ ~
it . E 9 INV 77.33
a° on. SOI BOR -3 ~ __...._M~...._W._~,..~_ ~
RE 5AL 11' " RE TED 6 DIP WA ~ ~ ~ , ~ ~
o " PE a~ ' I ~
ONC EN EM l t-~---°~ ~ I ~ 0 30' 60' 90'
't I I
a 770 770 7?0 ~ I i ! t ~ 770
o~ -1 00 0+00 1+00 2+00 0+50 0+50 0+00 1+00 1+50 SCALE IN FEET -HORIZONTAL

4 0 N D1 O 6' 9'
3 PRQFILE - ~ DIP
0 » r ~ 1 O 1 p = 30 HORIZ , 1 Q 1' - 30' HORIZ SCALE IN FEEL - YERTICAI.
~ 1 = 3 VERT 1' = 3' VERT
n m I.\~ ~\1e l.llIMM. Y/.
{i1 Uf r} III
PROJECT NUMBER
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MAP GRGRN002BO0l AL 3ENCH MARKS JOB NO. P - 4573 CITY OF EGREENSBORO
ARCADIS G&M of North Carolina, Inc. DESIGNED BY: ROADWAY DESIGNED BY A ATE RESOURCES DEPARTMENT
One Centerview Drive, Suite 209 JCS 023500 Geensboro, N.C. 274707 DRAWN BY: SEWER CONST. SURVEY BY [D o ap~~ S SHEET NO.
Tel, 336-292-2271 Fax, 336-855-5548 !GlNE ' SCA WATER CHECKED BYE 150' WMT OF ® S to OF 12
license No. C-1869 CHECKED BY: AKCADIS
www.arcodis-us.com /iIiIIIItt LLP I ~ SIDEWALK . SCALE: AS NOTED'