20091036 Ver 1_Site Plan_20090929

of ox~~
~~o
i i
7 $
~ 1 l
4
~
~T1~ F ~ 2009 SEV\/ER ~YST~N~ REFir~~~~B~ATIO "'AREA 1 -LINDEN AVENUE OU~F~~LL CRC+SSING C~~2ANG *AREA 2 - C~~~2AL OI~PHA~~':~~E OU *AREA 3 - FRANKLlf~ STREET OUTFALL ~~v HEND *AREA 4 - FAIRVIE~;" DRIVE I~ORTI~ :TREET C DN1P ~f~OJECT Q~ 106 ~~a
,TIONS
NGE ST AND GRANVIL.L~ ~T
OUTFACE
NDERSON STREET
:T COLLECTOR
SEa P 9 2009
IAY 2009
aru~s+'ue~~
0
-m
8
c
O
LL
DAVIS-MARTIN-POWELL & ASSOCIATES, INC
W
~ 641(asa) eae aszi LAND PLANNING oY~L
a C 2]265 a~~H PoiN,
N Q
m qx c336~ BBNn Ro~D ENGINEERING x F 5-aria ciiovovinir
vvavvv.ui it m~1.wE i ~1J6~ L I B IVY(
2
2
25.
. . .

P--
t; y I %l
i G E N E R A L C ®N S TR U C TI O NOTES : ~~~:~p'~~"°~}°~7'~~
_ J 1 QUIf~ - :'r f c ~ ~
1 II Q'^ s r
~ ~i~ ~ ~ ~ ,qbqg Rra
1;~~, y; I , 1. MATERIAL AND CONSTRUCTION SPECIFICATIONS SHALL CONFORM TO ~ j
ti, `'~-1 i r ~ TO THE CITY OF OXFORD STANDARD SPECIFICATIONS, ..~a ~ r ~ 4~~
~~~~O~~ x ~
2, ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM ~~~~=~~~.s~~~~
`y~ ~ 1 v r r AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING
a„~ tF'' ~ , 4 - ~ It . ~ ~ l ~ CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL ~
BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER, Z ~
~ i ~,fi, ~ ` CEM. . - -~'i 'a lr FAYI/No-St~ _ i ~""~'"ti~. ~ , t ~ ,
~rz~ ,~f . ~ t ~ - ~ F t ~ , ~,3 3. CONTRACTOR TO NOTIFY NC ONE-CALL CENTER (1-800-632-4949) PRIOR ~ ~
i P~ ,._-1 ~ _ ~ , TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY P GL
i ' T L / IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE L11
~ ~ G ¢ 16.x:. REQUIRING A DEVIATION FROM THE PLANS. 1~..8 ~
4. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
\ t CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE ~
~ f Lr_. _ fi " _ ; u1e ti , p 't/!i f' d r,, c 17~ov--,-.--.~. REPLACED WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE ~ ~
,,r~,n' ~ ki ~ 4 c .r; a. ~ ~ ~ ,.,7 /V~ ~ ~ lh ~~A DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED BY THE ~
l/ ~ k , , CONTRACTOR, ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE.
l~ - " REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING
yli a I 1 3~ ~ V a ll~. y ,rr '~\~+....R~s_u~!~d~.i~,7~J,_ t_.F__iE.A ".;kx ~ .rACRS NAL R ' ~ w~ ya b~/!'~ ~jt~ r CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF
} - 'gyp ; ~ 9 ~ r ~ ~i f es~"~ ~j~~ t~, ~t@; _ f, tea. SEWER INSTALLATION, ALL EXISTING PIPE THAT IS REPLACED WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ~ a ~ C0
t .,'~~i ~ 11..,~~"'"k?S~S~.-I -rr---,^~ ~ t ~Ok~ v ~ " f ~ ~Y t ~ a0. ~ ~I ! t ~7 r ~-::~;~..,,..r' t. 1 °RRt s ~ Y ~ DRIVEWAY PIPES THAT ARE DISTURBED QR REPLACED SHALL BE ~ cv ~ o
r"`~' J ~,,.1 l~~wf° ~ ~ , ~ (w,u s , ~7 } x~ rr n ~,`f 1~ ~,s f PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. Y ~ ~ ~ ~
..A.- ~ zU ~~u
i,~ ,~d - eT"'6""" ~ ~l A~,a , i 1 a b,t r..~w,~ , ' 7 p ~ ~`',"f^-`~.~..,r~ m Z~ ~ y: ik 1 r.. 5 7 r '~~I ~.~"""\,"1 ,it a' 3. ! ~ 1 ~ ~ w r., 5. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL ~ ~ Z ~
k 1~` 7 g asro» cr f f ¢ r ~ ,y, ,F,r, f 'i r , . „Bd01d ''~slt'" ~ ~e9` sH .~~~.s~jv t~ ~ ifiP' ~1~` \ ~~~"'.~...r... DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED
L4 " .d ~ ~ AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT ° ~ o ~ ° RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED ~ ~ ~ ~ v ~
~E'~ `y / y Lt ~i r'\ `i,-c) pie. jl~y. ~ 4 ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED ~ " ~
'1 r a 1 r, V' SIGNS, MAIL BOXES, .ETC. CONTRACTOR SHALL RESEED ANY DISTURBED ~ ~ _ ~
! AREAS IN ACCORDANCE WITH SPECIFICATIONS.
y Y p 1
}1 it~y,. ~ F n~ : ~ ~t r ~ 1 1~~.«..,,.~ ~ - "'`fit ~1.. ~ .a1"~~ .a 4 r~ '"'~1 6. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON Z
hh~ µ r~ THE ADJACENT PAVED ROAD SHALL BE PLACED UPON A LAYER OF STONE SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE I"--'
REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL
~~n""~"."~=~ ~ ~ ~f,^`. p~\' "fit ~ f ~ vuNr~~~~ r~~ 6 ° _ '~t ,~r ~ d SOIL RESIDUE. COST FOR STONE SCREENING AND ROADWAY CLEANING , `
1. ~ ' y r ,iJIXlu t ~ it .,1 ti\o-" tt ~e ~ 'j ~ ',F, fi ~'l LWE ~ ~ .t. ? _ g( i ~ -~A SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR PIPE
A, a t)kl~..» ~ 2 ° f t ;/lam'? .`!~1 Ii i + t~ j ~ ~1 \ , INSTALLATION.
x ~ ~ ir?yr >`M; xr~:,,,J'l' ~ ! s~ a I( fr ~ k F Z ,r _ r ~ ~ ~ 'Y~~.~9q'r:; r l~ s jL , . k ~ ~ • t. 1, I~ l l j / t ~ ~^-1~il.fi i 1 isrs..ti/ '7f 1 \ 1; ~ `t 4 1 . t 1 ~1 ~ ~ Y ~F r
.i „~r . r ~_'lFf~'. .>?~~j1' , ! ,l ~ \ f `t a 4 `'-;~..--'y l ~r i .-mow ;I < 7~ _ i w:. 7, CONTRACTOR SHALL -MAKE EVERY EFFORT TO RETAIN PROPERTY IRONS, ~ , MONUMENTS AND OTHER PERMANENT POINTS OR LINES OF REFERENCE. ~ 'i~"~
w~..~-.- u/c ~ ~ f ~ t7~.; t~: A4Q~ k . \,1 i~ Y ~,r. F a" ~ ~ ~5~' n` V"' , ~J,,~ M..l yp,~ dil ,:-.,-.r% I t 11 PROPERTY IRONS, MONUMENTS, ETC. DISTURBED BY THE CONTRACTOR ro~d~'~~~.
1. T 'iV ~6 ~ y ~ f` sS'o a V;~i"`..:4' ~ 7 y7 . l,?„ n\ Wp~7 f° a. lum ~ 1,A a'~'~~,,.~.,f i~ ~C ..r^S, A'~~,~ ~~.i SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE 'Q 1~
~ _ f: A /t ~F fit... i~~~t ~5 ~,yy ~ c~ k ~-~=r. i. , A. "V~ e ~P ; ~ ~ \p ~ qt CIS s\ ~.lr l`~ l ~..1 ~ 4 ~SIOD~,.='~"'~~~ ~ ..._.wy EXPENSE OF THE CONTRACTOR.
.~w. ~m.~. ~ ~ 1. U/t, ~~i~~ ~r , ~ tip/ ~ ~ ~ ~r tom. n,Sl tFS f( i
/'r ~~w,. ~ ` ~i~, $ ~ \p',,r., ~'r>r r~ ~k ~ i F ~ -~4 k' r )I-( ;r~r r°' ' /`r t ~ .c. ! ~ \ yam, gyp, ~ 1° t~ ~ ILL ' } 1~,, 1 _7:. ~ i il% u~~ ` % l 1 c \ ~ ~.r I 8E \ . ~ ham„ I t1 r ~ \ , 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT
a AND STAKING REQUIRED FOR CONSTRUCTION. OF THE PROJECT, ~ o J d J °w Q
JL' r w.~ ~ ~ ~ oN ~ W ~ O ~
F~ f ~1 % ~ ~i1 ' ~F , H ~ tC ~ ~K ,~,.,,,r ~ 1,,>•~ ; ~ ; ~ . ,1 , ~ " ~ , ~-,.rat , - i jj ~ ~ r ~ ~ : 9, CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION ° Q ~ BETWEEN EXISTING SEWER MAIN AND EXISTING WATER LINES. ~ Q
~ ;b~tC+~R~(.-~1`t,,%~\;~F, 010 ~ ~ti ~ ~~.W~., ~Y'.1 _ -....'..C '-.F+.. I~;~ f~7 l~.%'. ~ "i,,,,F ,J~ ~.o Y 4~. f! ~aMR7+saD. 1~`-~. 'r(f ~;r"~ 1 ,~jj.'•~i
c 10. NO LAND DISTURBING ACTIVITY SHALL TAKE PLACE OUTSIDE OF THE w z ~ w w w
L, ~ s~, t't ~ o~ ~ air' ~ ~ ~ f-'h 11,r i~s~i,~~~,f DISTURBANCE LIMITS, AS SHOWN ON PLANS. LIMITS OF DISTURBANCE ARE ~ ~ ~ ~ >
; ~ it mt h ' ~t,,; - C ~ s ~ `~.J~-.~J t~ ~ /mil ~ i,~ i DEFINED BY THE OUTERMOST EXISTING AND PROPOSED EASEMENT LINES. ~ Q w ~ = u ~ ~ C1 D ~ U fA to
0 fit.. w. r 0 i ~ 7F" ~!t e rain a~ ~ 4`" ~ ~ e'" " E~,, P~ d 7t~`=sue. ~ ~ i 1 k-'.~ 11. CONTRACTOR SHALL MINIMIZE DISTURBANCES TO STREAM BUFFERS, AND SHALL m RE-VEGETATE BUFFERS WITH NATIVE SPECIES IMMEDIATELY FOLLOWING
~ , , ~ry ,dy& ~ ,rte/ COMPLETION OF LAND DISTURBING ACTIVITY. ZONE 1 (30') AND ZONE 2
V tfv ° u ~ t k ~ ~ ~ ~ N il° fit: x t~i' .~J'/ ¢ (20')RIPARIAN BUFFERS AS SHOWN ON PLANS SHALL BE MEASURED PARALLEL
4 p ri,. _ ~ _ ER nee s""' N,.._..a,~ .-~-...._,~rs` \ ~~Ut% r ~r'~,°- 4 ~ t.~ vsnur on. ~ i~ =a: t ~ 4~ / l J,.a" l C; ~~,.»dBf s.~ ti f y ~.r ~~n G'` ~al'P ;C~It ~y~i. w~.,~ ~ F~~~~ t ,j .ter f, V.'.~i 1~ 4a' i •~~t , ~1~ `t 1`~ ~ \Y ~ ~ J' l " F g~,7 AND OFFSET FROM TOP OF BANK ON BOTH SIDES OF ALL STREAMS WITHIN o
" ~ '~f ~ ~ ! ~ "q'" r /,}(,a 7 ~ .~,f ~ .F'~ ` iN sa iii r i >\A\ t~~ f/~/ i`.;r n i 1 l i. 3 1 ~ ^J ~m 1~. "i. ! 1 f . ;1 cCW! `~1 J w^'il v""Tlr 5R;`~106 °a~ f" ~tr,~~~`t~.,!( .j /{.~!iN6RfMI~ARr TNORNtIV.EAR'-'~,~f' \~i `5~'r'i\R? o J?s„ 'kI pCll~~v.. LIMITS OF CONSTRUCTION. BUFFERS SHOWN ON THE PLANS ARE APPROXIMATE
/~'~6 11 ~ 1l ;r•;~ f i ~,~~`t s,a-,, i~~ .~;r~' I ,i _ i ' i AND BASED ON FIELD SURVEYS.
~~pf R~1Rtft ° ~r`'~ zy ,,`y 'tQP ~',t O bt A ,x. , ~Pl^' ~ t ..~3. ~ Qe oR 4....~ F"m r~ fnr V t ~i mv~~(i . p `:z o t,_ ~^u.~ 'F . ~ ,rc F 1~ . /i : . ,y U N
wr.+~~M S~Ag. ~~'~u~wi ~ W w ~~f ~ '^~N ~ ~ ~ '#''l` .F f.,l', . 1~ P° a ~ t l .1~~ Pig t'~'°:~ ~ \ ~j .v' ;/'r r W
I P ~ ~ l~„~'+,„ 147jj v ~ y G J„rf h X;~~ ~ tt r fi r~
M i~ ..,...~1 ' r ~ ~ r~„ ~ ~ _ °!r` r'"".~ ~a' 'fA.~ it r -r
Yr ..,._M..:y / ~ ~ ~fl+.'a~o rt?; ,.:~"`v _ ' .~,:p~v ~,t 5~ ` ~ Pr ~,!~'~,t% :l ~ I 4. a Cif ~ ~ ~ Fi,S : ~ ~ ~1 ~9"" ~ f` f f ~ ~ `i'y\ Ali ~ l . r' ~ SKEET II~aEX a
3 rsx';. i' CJ!`~w l t ~p,~ f/ v ~ F~ "Jyr ~ & L~ a 1, i{ tr ' f? ir` 0
§ I 1'"..;,t t •"'~~I,' pa5~ f1 9~ dip ~`t F,\ i 44Ji.~ f`. f G c.- !l A' w~,: e.i+" ~ `.N q ~ , fi, ~ \i. a~ ~A ` - ~1~!~ ~ iTF ~i/.~ I> F I. COVER ~_N~,~~,,~
1af i 1t ~r,! ` 'C i~, ' f~i'
...t......-~ ~ =f~ (J ~y, f / ~ ,~.s.f~j?la ~ u y ~~tO~A' f'A ` ! v f
2. VICINITY MAP, SHEET I D AND NOTES
~ rl .,r '~A A~d)v' w'~rt r~ ~I ~t~ fin.
4 LINDEN AVE OUTFACE CROSSING ORANGE ST AND GRANVILLE ST -
r. ~ (
AREA I PLAN AND PROFILE STA 9+50 TO STA 20+00
-;,r J~~ f'~ ~ ' , ~ , t r -mom
\r..-.,,,_ "''efi` ~~R 11R~.".,. kd..Lfll'~ A?• a~.~, ri ~4\J;~ t\ 1~~ p
Fy C.,,P" ~ e ~ ~r r r ~r..,-w'"" J~~},, t M~""'"~ ^~..<.r~ 9H 1195r„','~i t~ t ~ ` , } . 4. LINDEN AVE OUTFACE CROSSING ORANGE ST AND GRANVILLE ST- _ ~
.lY t ,a ""'ar,1JYh, ~h ~,I f`~ /X~~u~~ ~ ?'1. t,~`"} ! z
AREA I PLAN AND PROFILE STA 20+00 TO STA 2+00 ~
ld ~ 9 6 5. CENTRAL ORPHANAGE OUTFACE - A€A 2 ~
o PROPOSED SEWER PLAN AND PROFILE ~
~ ROSSING ORANGE ST AND GRANVILLE ST ROCK CHECK DAM LINDEN AVE OUTFACE C s PROPOSED SEWER TO BE TO BE 6. FRANKLIN ST OUTFACE TO HENDERSON ST - AREA PLAN AND ~
A h
CURED IN PLACE LINED BLOCK & GRAVEL INLET PROTECTION .INFO
a PROPOSED MANHOLE
° N sF SI FENCE EXISTING STORM SEWER CEN RAL ORPHANAGE OUTFACE LT T EWER PROFILE STA 9+50 TO STA 20+00
h ® EXISTING CATCH BASIN / JU 3AS1N /JUNCTION BOX ~ ~
- - - - EXISTING CONTOUR (MINOR) RIP RAP DONUT INLET PROTECTION R (MINOR) T. FRANKLIN ST OUTFACE T HENDERSON ST -AREA PLAN AND ~ ~ R (MAJOR)
~ EXISTING CONTOUR (MAJOR) - ~e - TEMP. EARTH BERM EXISTING PAVEMENT NT PROFILE STA 20+0 T STA 29+00
q FRANKLIN ST OUTFACE TO HENDERSON ST -0- ~
UTILITY POLE
EMP. CONS RUC 10'N EN RANCE LIGH POLE T T T T T _ c., ~ FAIRVIE DRIVE NORTH STREET COLLECTOR AEA 4
s EXISTING SEWER MAIN RAIN
a FAIRVIEW DRIVE -NORTH STREET COLLECTOR RIP RAP OU LE PROTECTION -w-w- EXISTING WATER MAiN T T MAIN PLAN AND PROFILES ~
o EXISTING WATER METER METER
a ~ ~ EX. FIRE HYDRANT
TEMP. SEDIMENT BASIN ~ 9. CONSTRUCTION DETAILS
b EX. VALUE c~
a h PERMANENT EASEMENT © ROCK OUTLET MENT 10, CONCRETE PIER DETAILS ~
TEMPORARY EASEMENT b MENT
a; ~~d RIPARIAN BUFFER ZONES x FENCE s -~r . II. EROSION CONTROL DETAILS
~a EXISTING MAILBOX
~ h F TREE LINE
B ~ p f,, BUSH
~ t r~ SHEET NQ~
Q.. ~i M -racc
H 'i V! "~1 ~J I RLL
o IRON PIN
W YOU DIG I ~ BEFORE CONCRETE MONUMENT
GALL 1®600-632®4949 v IENT
SIGN z N.C. ONE-CALL CENTER
~ ' BENCHMARK e ITS THE LACY I OF CO-204
0

~ 1 0 16 - Z W c a2g. ~ E &~saa~ocRan,r Rage
~flP 2~ R ,---W ~
~ v S A ,--W OF z c~" ,~~7~" ~
SSMH TOP 429,46 1 N 0 r,,.W , R~GN „c~P 1M 0 INV OUT 421.45 ~ ~ ~ ~.W 4 ~ ( o ~ ~ ~ ~
~ ~ ~ sW r Z ~ u, 5 M U ua C7 ca('q-~ w
1 ° ~ cr v r ~ 1 ~ 9; C ~ `wf ba Y
~ ~ ~ 1 „~tp 1 M ~ dp ~ ~ qq
~ ~t . 1 ~ 3 TBM 1 ~
CS ~2g.~ G ~ i. ~ ~ ~p~@R8a i
op 3 PK NAIL IN PAVEMENT ~ ~ ~ 426 ~ 1
u, tiNV NAVD 88 EL 429.6 ESP 19 ~ 1 ~ ~ 11 ~P - ~
MAGGIE LEW1S 1 , ~ ~ r ~ ~
1 z~z~
~ E 1 ~ ~ „ ~ IE n \ 1 M o ~ ~ 1 2 ~.iP ~ a.. ~
OG1 1~G ~ 0 1 HE N~ ~ StO~ o ~ EXIST. SMH sMH ~ -
S P S~ r~ \ ~ EWIS TOP 439.90 39.90 t
ME ~ 1S ~ ~11F~ „ ~ GG 1 ~ INV OUT 429.47 I T 429.47 ~ ~ ~ ~
2 r ~ CITY OF OXFORD
1 SON ~ t~~ i 1 EARS ~0' ~-r 1 E WRAC ~ . 1 BU~~ F-..~ , ~ 1 ~ 1 W.
N E ~ -a , _ , K G ~ ~p Z ~ O
~ ~ \ ~ ~ \ r,0 r~-- ~ F OXF0~0 ~
~ v~s: N C \ ~ s~ ~ ~ ~ EXIST, UTILITY ~
~ ~ ~ ~ BASEMENT ~ ~ ~ ~ 'z CB :B PLLS
/ ~ x~ ~ \ „ ~P 00 ~6P 436.43 '6P 436.43 EXIST. UTIUITY Op,O ~1E ENO _ °0
ODDS \ ~ , G o ~ ~ ~ S S ~ ~ _ . t 13~ _ = a. .~i~,_, _ ZO _u, 5;~~~~ .,,r~~ ~ IN1!,, 433,28 _ _ ~ - J1~„ 433.28 EASEMENT ' ~p,11. ~R~pO Ov p - ~o N ~ ~ ~ S ~G~ / ~ N o0 ~1 U
. A ~ " 1 E ~ UFF E tin ~~1't~ ~ S ~ ~ _ , ~ S ER) StD EXIST. SMH PLP ~,E ~ a~0 ~ ~ ~ '
~ \ ~ w u 1ST ~ ~ ~ v B E 1 EXI _u ~ .,ti CURED ~ ~ TOP 43-4,~5'' ~ EQO1P R t . ~a~ ~ ~Di Q z ~a ~ z
EXIST. SMH ~ Ex ~~O'~~,~ / 4 WOOD5 ~ -wF-- N PL CE ~ V 1 ,..w, ~ .._~-.~~~8: ~y.~, Og 00 :P, ~ TOP 24..,E-- ,LI _ p CP \ 15~ 1 ~ 0 PLACE LI1~0 TOP 421.74 0 5 , ,/r ~ S 0~ , ~-CB ~,1N~tN 429.E ~ -f a~0~~\ _ ~ ~ ~ ~ ~
~~r ~ N INV !N 418,80\'°, w.. ~ 'y.... ~ vT P 436. N INV IN 415.24 ~ - ,-k,-- ~ U ~ ~--s , , ~ ~ ~u.IP~~~l.,1N 418.26 _ ~ ~,a_ p A S + b vT P 436.6}l NV 4~JT 429.51 Q \ 4~1r~ : s ~ ~ G~~ ~ ~ z o z ~ ~ o
~ ,r . 1 fi I 00 (E) INV IN 45.19 ~ , ~ / ~ ~ ~ ~ ; ~ ~ --1 ~ s ~ I ~ TO BE `REPAIRED 1-~, --''18 RE ",0. o m o o ~ ~ a, 'l n win.
~ k. INV ITT 41 S.h ~ X RY 0 #28, B ~ T INV OUT 415.03 / BE RE AIRED - _ 11., ~'AN ~ ~ ~ V X
~ ~ c _ _ ~ ~ ~ ~ 1 a , g V s TO BE REPAIRED ~ r~° ~ ~ ~O N ,u 1 ~ L g V s _ A, ~ fSPLACE LINED? `20"°T~~°~^,.'' 48"TREE` ` ~ ~ Z ~ ,p =
s r. ~ f 11' • Mid""" I1~*t*!' ~ 94 ~ BE 'CUR€D -'t ~;3, ~ 20' TREE' ~ 38~RE~-- ~ o ~
'r ' 2 ~ TOP 429.29 ~ ~ --r INV ~1
z ~ ` . DARBY ~ ON V 426.07 ~ WILLIES F y~,.w ..3_ / (E)IN -I~" ~ P 7.11 \ ~ ~ ~s 1 N INV~IN 428.8§~~ ~ f ' R~ON~ ~ '~r~~
WIFE 1 ~ 0 ~ ~....x,..:~ v I ~ AND un~ ~ ~ ~ .«a ~S~~INV Jl~tip426 41.. \
MARGARET M, DAR6Y ERA ~ 1 ~ iNV OUT 425.00 ~ ~ 1 sm M~~ ~1n ~s. ,y,l...~ ~ . S ~p ~ . , n~~..... ~ TO BE RF~AIR~D g, - ---~~'s~ _ i S N
S, ~ 1 w . UPM T~e7~ aE~RED ~ ~ R r A~~~M{1C M L~~.~~ .
'V~ g.
a r L U 4 ~ " s^ 1 pU4 V...4GO,~.S~-~. ~ tom"
rn a ~ ~ ~ EX~STw,. 1 a~0 ~ ~ ^ I=~(lSTw~, SMH ~y 4.,~ TMs, ~ -1 Y ~ ~a. p:. .
q 1 TOP 4 _ 1 ~ 1 ;4 INV IN ~ TOP 438 28v ~ ~.=n~ `~a ~ ~ Po::.r..~~,~,..-- INV IN 429.SZ
_ 1 F W~ ~ ,n~ 1 H~0 ~7' t °iIJ~~~ ,0 6.91 w ~,y ~ ~ ~ e r v~
~n 1 0 R~ a~ E S 2
1 E ~ r
~ R r S ~ ~ - D s
iR ~N -
G~ ~ ~ 1 O ~ ~ p N~ w~ H Z
~ c~
1 / v ~ ~ ~ Q
~ ' ~ p ~ ~ w
s
1. ALL SEWER MAINS ON THIS SHEET TO BE CURED IN PLACE LINED. ~ ~ ALL TREES TO REMAIN UNLESS OTHERWISE ~ w ~ ~ ~ J ~ 1,,,~- ~ MARKED WITH AN TO BE CUT AND STUMP a ~ Q w ~ ce
SERVICES TO BE REHABILITATED FROM THE MAIN TO THE RIGHT 2 LEFT FLUSH WITH... GROUND. ~ a ~ a ~ ~ ~
OF WAY OR THE STREET BY ROBOTIC METHODS. - SCALE: 1 = 40 HORIZ ~
3, ,MANHOLES TO BE REPAIRED PER' PROJECT SPECIFICATIONS.
z 0
450 ~ ~ ; if ~i ~Ilii ~ I ~ I~ I i ~ ' i~ i i i i l ~
, , I i! I~ ! ~ ~ I' ~ I I ~ ~ i ~ I ~ ~ ~ . _ ~ t ( f ~ ~ i ~ - - - - - - - _ _ ~ - i I , _ _ ~ i ' i i.. I i I ~
i _ . I _ ~ i - ~ i i - - _ i - - f I .......i ~ ~ ~ - ~ - .F_ ~ ~ ~ - ~ 3
~ , , ~ ~ ~ ~ .i I ~ , ...r I ' i E I i ~ _ - • ~ - - - - - i i I f i - ~ - w._ ~ _ I ~ ; , I - ~ ~ i_...... ~i.._._ _ 1_ ~ _ ~ _ j
. G ~ - W i _ W I
9 ~i i i ~ ~ , ~ ~ l ~ ~ _ - ~ ~ ~ ; G - ~ - _ I_ - . L I - _ - , - 1 i 1 4-~ I _ - - - ~ ~ ~
t i , ~ ~ - - - - - I ~ Q I ~ ~ W ~ i i ~ j I ~ 1 . I I _ CO fV l
_ , ~ I ~ - i ~ ~ ~ 3 i I I ~ ~ ' I ~ i I~ ~ ~ U7 - ~t--~ + h ~~t!? ~ ~ i ~ F _ . _ _ I _ _ _ i ~ ~
- ~ . _ r I _.i_ - ~ ~ , ~ ~ E ~ j i , I E I ~ 1 I 1~ ~ i ~ ~ ZI Z ~ ~ , ~ ~ ~ ~ ~ ~ i ~ ( W - N rr? ~7 u) ~
I - - - _ _ _ . I ~ ~ ~ _ _ ; . _ ~ - . ~ . ; . ~ . ~ i ~ ~ ~ _ ~ ~ i - I I ~ .d i , I I
i i I I 1 I , i I i - - I I - - ' - ~ i ~ ..~ZZ ~-m X~ Z~~ i ~ _ i ~ d... ~ ~ ~ ~ ~ I ~ ~ ( ~ ~ l ~ ~ ~ G I ~ - ltt - I ' . ~ _ ~ ~ ~,w ~ -Z H-r~ L - _ ~ _ i. I - - _ ~ ~
1 r. _ J_ ..t..__. ~ . . r- f - ~ ~ - ~ ~ 1...\ I~ I t-._.,._, ~ a ~ i ~ _ I _ ~ i , ; ( I ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . _ I _ _ _ _ .-1 ~ 1 I I I I I~ I c i i ~ _ I ~ I ~ I ` ~ ~ ~ i L _
1 _ _ - _ _ - - ~ ( I ~ 1 I i ~ _ . _ _r.__ _ _ ~ ~ i ~ I F ~ ~ ( ~ ~ ~ ~ ~ I~~ ~ i l ~I ~ i ~i f I~ ~ ~ j I j ~ I ~ I i I f I j ' ~ i ~ ~ l i ~ I ! I ~ I i i ~ ~ ' i ~ I 'I ~
I ~ ~ i I 440 ~ I ~ ~ ~ b G i , i E , ~ Q' I G f I ~ ~ ~ f ~ ~ C I'~ ' f t ~ I I~ J
i f ~ ~ ~ ~ ~ ~ ~ I ~ ~ I I i , I i ~ I i _ _ I , ~ z_. I i . _ ~ I --I ~ r - - - ~ ~ - ~ - ` i_ ~ ~
t. L--- ; ~ _ ~ - - ~ ~ ~ ~ i ~ , ~Al. ~ _ . i ry~ ~rN I I I i _ _ . r I- - _ F -1J i . J. _ ~ -l - c . _ ~1 - -I- ~ I
i i I I ~ ~ , ~ ~ I ~ ! - - ~ ~ _ ~ i.... _ _ ~ ~ . _ _ 1 ~ _ _I_-~ ~ ~
I ~ ~ ( i ~ i i _ - - _ _ f" - - _ _ _-I''' ~ I i r L.,. , ..i I I ( ~ , I _ I
I ~ I I I - - I I I f C I I ~ I r ~ ~ I ~ 1 ~ I ~ i I ~ ~ - ~ - - - - Q~-~-- > - - ~ F-- , a _ ~ _I_ _ _ _ _ ~ - i__ . _ _ E ~ I i ~ - - ~ 1 ~ i I z I I I~-
I----~-.__ , ~ , i tt ~ ~ ~ ~ ~ E G _ ~ ( _ _ . ~ _ L. , . , ( i I ~ ~ ~ I I F
_ _ I - ~ i . , ' ~ ~ ~ ~ ~ ! f ~ ~ f I W ( I ~ I 6J9 , ' j ~ ~ ~ I i I ~ ~ I 00 ~ ~ ~ i_ - - - _ _ _ --I - - ~ - - - - - - F ( ~ _ l I ~ ~ - 1 - _ ._i.-.__ I ' ' -----`ice' ~ ~ r
- _ L. T i ' O~-_ 1 i ~ t~ W I ~ ! ~ i ~ ~ I i I ~ ~ , Q ~ ~ I f i I E ~ i i i i 1I ~ f~d ~r ~ I ~ I ~ _ I , ~ ~ ~ I i ~ _ Cpl ,Q__ ~ ~ Q
i ~ E I T' y,^ Yl of ~ ` _ ~ ,
4 ~ ~ - ~ Z' ~ ~ ~ ~ ~ I i f ~ U) ,.i d" ~d' 1 i t ! j ~ i F- d' ~Q m _ _ _ _ E ~ -i - - - a _ , , ~ - t r__ T ~ . I ~ ~ - - - - ~ ~ _ _ f- ~ I _ a- - - I ~ p' ~ ~ i ~1 GF ~ r . ~ ~ ~ ~ ~ / I ~
_ ~ i I I ~ df , ~ ~ i ! ! ~ ~ ~ ~ ~ , ; , ~ m I ~ i ~ , , i I I I I _ - - - , - ~ ~ - - - - ~ - - - ~ - - ~ ~ ~ Z~Z - I ~ C ~ i ~ ~3 ( ~ i ~ i ~ II .j. _~x~7T ~ ~ r - -I - r-- ® C~ - ~ - ~ I - I - - C- I - ~ I. ~ ~
I ~ I U7 k ~ ~ _a-_ a .lr._- ~ r ~ I ~ _ J~ ~ _ .i.. ~ I ~ ~ ~ ~ ~ , , , ~ . 1NV 15 RCP ~ II b r! ~ x+- i ~O. I I I ~ f , ~ i~~~ ~ I I I ?i I ' f ~t ' ~ 1 I I ~ I I I I ~ ~ ""+l
~ i (wv>~z;~ ~i f i ~ ~ ~ ' ( I < < ~ ~ ' ~ ' ~ ~ - - ~ I ~ I ~ N ~i 43 ~ , I i i I ~ I c ~ j ~ ~ ~ ~ ~ ~i ~ i ~ ~ I I ~ i I i ~ ~ I I ~ I 4 ~ ~ I I I I ~ I
ti ~ " j ~ i _ a - EXIST: _ _ , - - t - - t i-- - Y' ' I t ~ ~ ~ ~ ~ ~ . ~ R~a - - t . E i
'G UND ,a l~ i _ ~I '
I ~ i f ~ ~ ~ ~ ~ ~ l , ! , t ~ , r ! r ~ ~ - i _ a I ~--I I _ I ~ 'U ; _ ~ _ T`0 BE CU~EDL N P, LACE. ~ LI - ED--~- ' _ ~ _ i ,J
i I ~ I ~ ~ ~ , _ - ~ --I- - I_ _ _ 1 ~ i ~ ( ~ i. ~ ~ - 9 a I ~ I I I y 7 _ ...I. I ~r fi I 1~ ~ ~ ~ t ~ ~ t i 1 I ~ ~ I ~ I I C ~ ~ - ~
I ~ ~ c , ~ ; I i ~ EX ST _7$ _7_~ ~ ' j ~ ~ . , I~ ~ ' " i ~ - - - - - - - - ~ - - - - - - - - - - y~ _ , , ~ - - _ r ~ -x , ~ 7 ~ ~ I ~ i r~ ~ _ I I 1- a f I ~ ~ ~ i - ~ I TO BEr OClRE~ EX ST 7$ 75 ~F 1 8" PI L - I ~ ~ ~ ~ I ' I ~ U.. I ~ ~ ~ ~ ~ ~ TO 8E CURED IN GLACE INED i i i i~ I I ~ i I i
, 1 ~ ~ I 0 ~ `1 ~ ~ I ~ ~ I ~ ~ ~ ~ I I i' ~ _ ~ I f _ ' I ~ i 1 ! ' ' ' I ~ l ; ' ( ! ~ ~ - - ' - - - ~ _ ~ .f r._ ~ ! j ~ ~ I - - - _ _ - - I j _ ~ ~ I ~ I ~ - ---i - ~ I- _ _ ___I - _ ~ _ . 1._ - ~ 1 ~ _ ~ ~ , i I I i I I_-.._. ~ ~ ~ i ~
3 I S ~ ~ I ~ E f k k I ? ! i ~ I i ~ I ~ ( _ ~ ~ I ~ ~ ~ ~ F a r . _ ~ ~ _ , ~ i ~ i ~ i - ~ ~ - i
_ 9 _ r__ . _ ~ ~ i --t- -i r-.. ~ ~ ~ I I i i I i i ! i i ! ,,,..r- ~ ~ I I ~ ~ 4 j L ~ j I I I ~ I i ~ ( 1 i-
f , ~ ~ I ~ _ ~ ~ ( ~ I ~ ~ ~ i-- - piy~ , _ I i. ~ r ~ , / ~ i _...i t ~ I ~ , ~ j ~ ,y _ - , F..-.__.. i _ - - -s _ _ - I ~ E i I i i _ I ~ i i ~ ~ ~ i ~ I ~ f I I ( ~ ~ ~ i ~ I I ~ 4rf
t , I .,".t--~.. i 9 I _ I ~ ~ ~ IBS I ~ - - ~ - - ! ~ - - - - ~ - - - _ _ _ - - - ~ - - I _ - ~ f ~ - I I . ` ~ ~ 111 ' ~ ~ i
~ ~ . ~ ~ I y--- PEA ~ ~ _ ~ I i 9 i ~ ~ I ; I i _ ~ ( i ~ i ~ ~ I , I I ~ ~ ~ , ! ~ ~ _ - I i ~ I - _ _I ~ _ _-r_
' ~ ' ! i - - - - t - - - _ _ _ _ - ~ ~ i i i ~ i I' ~ I ~ ~ i I ~ ~ 9 ~ i j ~ p ~ 7 t ~ ~ I I g~ i 1 I ~ i ~ ( ( ~ I i 139 i I \ ~ ! ~ ~ j~;!~ ~ i i j l~ I i F I i I I I I i i ii I I ~ i i 4 i E i ~ i ; i. I i i II i
i ~ , i i , ~i ~ , 42
~ I I l i l i I mo! ~ I i( ~ ! j ~ I I I ~ ! I I I a - i p 0 i ~ ~ ~ ~ ~ . ~ _ _ . -r. ,X' i - r ~ i ~ t' I - ~ ~ . I I _ , a I G ~ I ~
, ~ ; I r ~ i~ i ~ f, ~ ~ ! ~ ~ ~ i i - ~ , - : _ ~ i i I _ r.. I ~ W ~
~ 9 r ~ , I , ; ,---i I ' I _ I. ~ ~ I ` C i Q I ~ " ~ ~ , ~ ~ I I 'r i ~ I ~ ~ ~ -G-- ~ ~ i - ~ - I--~~-__ - f-- ~i,~ i ~ ~ ~ ~ I
~ ~ ~ ~ ~ I ~ ~ - - - - - - - - - - . . r ; - 4 I ~ , ,i ~ ~ ~ ~ i t I I_ ~ I , I 1~. _~i_- l _ _ ~
4 I ~ i ~ t~ ~ f .."I ~ 1 ~ ! ~ ~ ~ i i I i ~ ~ E ! ~ I ~ I ~ ' ! ~ __._i- I I- 3y ~ - 1 i Iii
q ~ F ( X1S- I ~ ~ ~ ~ - I I i _ _ .r~-" I ~ ~ ~ I - - ~ ~ ~ _ . _ . ~ i ~ ~ I ~ _ ~
s _ ~ ; t ~ ~ ~ ~ i I I , ~ ~ ~ - i...._i
~ - ~ ~ I ~ ~ I i a - I ~ I I ! i i I ~ ' ~ ~ ~ ~ ~ ' I ~ i I _ I
i ! ~ ~ t I i ~ _ _ _ ~ _ I _ , t , ' ~ ~ H__, I,___, ~ ~ __i. - ~ i I I j I ' ~ , i ~ i I ~ j ~ t I i , ~ ' ~ I ~ ~ ~i I ~ i ~i I ~ I ~ I I i , I I ' l ~ I j HEET NO
! ~ ~ ~ O I ~ I ! ~ ~ I ~ i ~ ~ ~ I i ~ ~ ~ ~ ~ ~ - - i i ~ i - . _ ~ _ ~I. _ r _ i, _ r. ~ . - ~ I~ ~ . . ~ _,.,._.w , , I . t 7-- s__ ~ i.._. , ~ i 1 ~ ~ ~ I I I~ ~ i I ~ I I I I ~ ~ I i _.t ~ a--'_ __r _ i i ~ ~ - ~ 4 - ~ - a ~ ~ { i I . - S
I i I I i i _ I ~ f i I f
I I 1 I f j ,i i I I I I l I I 1. I A c 17+00 18+00 19+00 20+00
I 410 w
10+OQ 11+00 12+00 13+00 14+00 15+00 16+00 9+5Q
OF-~~ CO-204
Q2008 Davis-Martin Powell & Associates, Inc
-

r ~pfr~..~ fi g k 6 72
~~Tl Vii. ~ ~d t®~ S
rv~~nb~. ~ ~
_ _ - 1 ~2 ~~I~a r.. ~ ~ 1~2 f~1F' ~ ~ ~
_ ~
~ EUGENE F. COTE ~~"~~~'t'~ y~ ~
AND WIFE d°~ ~ ° ~~@
O ~ ~ O a RHONDA COTE d'8'°~~"° ~ , o ~
___l ~ N ~ - - - - - N~ j ~
z~
CB_ _ 1 ~2 Ci(? ~ Z
~ - - - - TOP 453,91 ~ C~------ RT T. MAY w Z ~ GCB AND WIFE ~ ~ ~C( ~
1 2"EIP INV IN 451.11 ~ _ _ I /
INV OUT 450.41 ~1 \ ~ NOP 455 ,26 KATHY B. MAY ~ ~
I ~ - - - ~TO BE 'CU t-v 12" EXIST. SMH 3/4" EiP Z -
IN PLACE Ll t `
~ t EXIST. SMH 1 2L ~ ~ ~ TOP 454.59
- ~ ~ INV IN 44$.93 ~
INV IN 446.36 ~ `v';~F-- ~ ~Q INV OUT 448.83 ~ C8 TO BE REPAIRED
~ IN JR. 1 JOHN F. COPL INV OUT 445.78 ~ ~ ~ ~ s `
- ---I AND WIFE ~ ~ o ~ 4 z T~ BE REPAIRED ~ 4~ 5"RCp. TOP 453.70 TBM
NNIF z CB1 o I ~ x ~ JE m t=~~. ~ ~ sus \ WOOD y . ~ TOF N ~ _.u . ~t`' ~ CB~~~. ~ INV 448,77 60d NAIL ~ d ~ _ TO 452, NAVD 88 fl 455.22 .I.. ~I~, ~ ~ ~
~ ~ ~ - ~ ~ .:,..:SLED ~P, r.r,, O ~ , - C C~, 12°~V IN 49. ~ N ~ U
. „ ,4,~ ~ ~ ~ .--~.J~=,T - \ = " TI T¢ TY n M TA1 15 15°I V IN 25,-, ~ CB TOP 454,57 ~ U ~ ~p c~
- - ~ EASE ENT ~ ..P s tQ. , INV 4,06 ~ 1NV 449.79 ~W __---W d Z ~ ~ i ~ o~ ~ W W W ` W W a Z ~ ~ ~
~ o .~~~1 ~ ~ TO BE CURED ~ z ~ ~ . ~ 00 w ~ ~ O ~ 1N~RLACE LINED ~ +00 4"TR ~
. i =~ti.z, v-~-,f~~.. m r S E ~ ~ NV 4~~.7 r_ ~ ~ q Q. ~,y ~ Q c2t~~' ' - - co / ~ ~----w ~W T H ! R D STREET ~.,~.I co Do~~~
O S S ~S 18" REE ~F ~ ~ 0 g , „ S ~ XIST. 8 VCP ; ~ ~
~ ~-IIyV 437.6 S 48 TREE t, . ~ ~ 18~ r R - , ~ ~`~.--@N ~ ~ CB TOP 453,9 .I ~2'> EIP ~ ~ ~ ~ ~
ALL TREES TO REMAIN UNLESS OTHERWISE O 1~3~42 ~ ~ ~ _ ~ , ,r _ - M RKED WITH AN TO BE CUT AND STUMP " = A - t „ o~ \ REE- ~---=r=~-~ \ ' ~ IN N 449.29 ' z
GROUND. e- ~1.8~TRE~ ~2 LEFT FLUSH WITH ~ - ~ - a..- ~ -a-. ~ . ~ `~j8„ ;~GQ ~k I<`~,T 448.87
= • ~ ~ ~ .~~,w ~ - ~ ~ p qC EX~ SMH t0 -
v~i / ~ 5 ~ ~ a- , / L~ RE-'dELS q.k ENV 445.02 ~ w 52 REE I N V~k38, 0>~~~ ,F4L TOP 449.53 a`~- I ~ ~ GCB TOP 45244
o / 0 ~ z ~ ~ < N ~ INV 43 34~ ~ ULTO SUNDRY BRANCH, ~I,NVb I~ 444.9. ~ h > ,I~ ~ Z J/ !NV 448,0
~~"'w~ ~ • ~ \ ~ ~ INDEX #28-11-2 ~ INV OCtT 444.86 o CB TOP 452,27 ~ ,
~ ~ .H. ~ TO BE REPAIRED z ~ 7._ 30 BU n m 18 INV IN 447.67 ~ y
THIS SHEE _ _ z ~ , ~ , u ~ ~ ZONE ~ T TO BE CURED IN PLACE LINED. 1. ALL SEWER MAINS ON < ~ ~ EXIST. SMH Z 1NV OUT 447,72 „
FROM THE MAIN TQ THE RIGHT OF ~ ~-I,IyND'EN AV~N~IE" PARK`~~ SERVICES TO BE REHABILITATED ~ I ~ TOP 445.50 u~,. ~.,...,,tP1~)I~~~,IN 43R 5R ~H, ~u 0' BUFFER) ~ • _ ~
WAY OR THE STREET BY ROBOTIC METHODS, A~ ~ ~ ~ ~"x P R PROJECT SPECIFICATIONS. E REPAIRED E ~ ONE 2 C2 3. MANHOLES TO B
a ~ VIN 438.15 Z ~ (E)IN . z "
z S INV IN 438.59 ` I n
INV OUT 438.1 ~ ~ ~ R PAIRED. C J~~"' ~ ix~
_ ~ TO BE E - - N ~ m
" rnz
~ ~ ~ c~
r~ _ °a ° ~ W ~ m N
l ~ o o } Z Q ~
~ ~ ~ Q
-1 D ~ ~ W `U Z Z }
~ ~
m ~ ~ ~W ~ Q ti a U ui cad ~ o o Q SCALE; 1" = 40' HORIZ
~ -I N to ~ W
t ~N~rzom
XIId-~»~ Z wv~~?z~
460
j ~ ~ ~ ~ ~ ~ o ~ ~ 1 r ! i I I ~ ~ ~ ~ ~ M ~ - _ _ ~ ~ ~ - i - - - ~ - t7rtf} ~ 1 ~ ~ _ _ _ _ Q
- - _ - - - ~ i N i i ~ ~ ~ I I ~ I NCO d. 1 t + j Q ~ ~ ~ .L ;
+ - - - - _ w. E - - ~ . ~ ~ t , I ! I I ~ ~ ~ ~ ~S~ ~dW~ I
I - - I ~ i ~ i ~ I~~z'~lt! _ . I _I___--- I - I I ..~i. , '
I I ~ ~ I I ~ ~ I ~ ~ ~ i W ~I ~ I D ~ 3 > ; I ~ i 'ry i _ _ I - - - - - - f- ~ Z _ . I i ~ 0~ X F ~ _ _ ' _ ~ C7 ~1 i r I ! ! ( ~ I ~ ~ ~ (n ZiZ ~ i " _ i ~ i v . f ~ E ~
~ I ~ ' ~ Wi~~-- i r I UY! ~ ~ I i E I I - E- _O_... - o~ ~ ~ ~ ' _ _ j
Lil (n F-! I 1 C I O CO1Cp (~J d- ~ ~ ~ ~ ~ I I; y
_ E , _ . ~1'-
U1; 'd',d~ F- ~ t J _ - _ _ - - - - ~ N- -Z -a ~.D W - - - i i i
i I-. - ~ ~ ! ~ ~ , _ _ , !
.I - ' j ~I~a~~ ~ G ~ r._ ~ - - - - _ - -,_..x ~ . a t z zz ~ i I ~ ~ _ ~ i - _
. ~ _ i I i I~~ j I ~ ~ ~ i ~ ( I ~ I ~ ; I ~ I~
i ~ I 450 . ~ ~ J ~ li ? ~ ~
~ ' i ~ ` f ' ~ I - - - _ _ i a ~ -r ~ ~ 1. I ~ ~ I 4 I i
_ - r- ~ ~ ~ i ~ I 1 ~ I I ' i , I i i j I - - - - _ - ~
_ ~ ~ i ~ ~ ~ ~ . 1 I! - ~ I I ~ L ' _ _ .P ~ 0' 1 ~ L pL ~ _ . , ~
_ _ rv~ _ ~ ; - ~i ~ ~ ~ 1 1 I ~ ~ j ~ iEX~~ REQ~ JJ _ ~ _ c~ f~ I N I
~ _ L ~ _....I__ 'EXIST'. , ~ I i ( - - ~ . . _ ~ - ~ f i i A- R'~ ~ ~ . ~ r - - ~
f r ROUND ~ i ..r-- ~O c ' I i ! I _ __1 , . -I - I - . -
_ _ _ _ i ~ ~ ~ ! I ~ I i y'' i y ~ I ~ I ~ j i ~ ~ EXIST 428;_ ~F B~P~PE1 _ _ I I I - i I J1 i ~ ' I._ 4 ~ 3 PI_P~ i c~ r _
I i _ - - - , i _ _ - - ~ ~ ~ ~ ~ j Tb BE CURED ~~IN PLACE LIf~ED - /~~g ACE LINED
. I ~ ~ ~ I~ ~ ~ I I , I ~ ~ t I ~ - - i - - , _ ~ . r . _ _ ~ - - ~ ~ I 1_._~- I ~ - _ _ _ F_..
, ' I ~ ~ i^'- ~ I p,Ci~ ~ ~ I ~ ~ ~ I~ r~ . - i C~ • i _ _ ~ r ~
I ; I ~ ~ ~ i i y . ' ~ i
~ _ - - - - _ _ _ I i
, ~ N 440 i , E _ i2 1 ~ I I i i l j i i i I
~ ! ~I 3 ~ ~ I~ ~ I . . . ~ ~ _ }
~I ~ i f ` _ _ _ ' _ I _ ~ ~ ~ ~ ~ ~ a
~ _ - ~ ' r - ~ i i q I ~ ; I ~ i ~ C~ U~ ail ~ ~ z
ls..
I ~ I ~ i I ~ } I . I ~ ~ ~ i ~ ~ ~ - _ _ - . I ~ - . .
1 j i ~ ~ ~ ~ i ~ ; 0 C ~ ~ vl i ' _ ~ I i C - ~ - ~ , i, ~ _ - _ - i i , _ _ ~ ~ I ~ ~ ~ . _ ~ fly ~ pC
_ ~ _ ~ I ~ i ~ ~ ~ I i 'i U~ w ~ I I ~ ~ ( ~ - - - - ~ - - i ' - ' - ~ tJ
I ' ; ~ ~1 ~ ' ~ ~ i I ( l ~ 1 I ~ I ~ i
_ ` - I - - A ~ - - -I - ' i _.L. - LIJ I it i ~
~ X ~ I I , _ - ~ I. ~ _ ~ , ~ ~ i _ ~ _ _a d
~ ~ I ~ ~ I i . , ~ - - _ - - W
. _ . I ~ ~ I ~ ~ i - ~ ~ - p I 41 co ~ ~ ~ , ~ 1 ~ ~ ~ i ~ ~ ~
~ i I ' ~ 430 i ' I ! ~ ~ j ~ i ; i
a y ~ ~ ~ ~ ~ ( ~ i ( ~ ~ ~ ~ ~ 1 I - . , - _ i i i - .I I ~ --r A. i ~ _ _ _ _ r_a~_,,. - ~ . f ~ I ~ i ~ ~
~ ~ { I ~ ~ j I ~ ~ i i - I i 1 ~ ! ~ j l ~ i l i I , 1 _ _ ~ I ~ ( ~ i ~ I ~ ' _ _L_ - _ - - ~ - - - - - - ~ - ~ - I , ~ ~ ' i ~ _ _ - - ~
~ I ~ o- ~ , . ~ ~ ~ ~ ~ ~ ~ ~ I i i - - - - - j ~ E ~ I ~ ~ < i ~ ~ 0
f, _ . r--~ ~ ~ I 1~ , I, I ` i ~ i i ~ i L~,i
q , p I i ~ ~ I i I ~ I i 1 ~ ~ ; _ - ~ - - - i - i~~ r _ I ~ Z ~ ~ ~
~ i i I I I i i ~ ~ I I ~ ! ~ ~ ~ I r ~ . _v. I ~ ~ I - - k ~ ~ ~ - - - - - I I J _ i - - - _ _ ~ . I ' _I. ~ ~ _ { ~ _ _ ~ _ ~ i
. i ~ ; ~ , G I ' ~ I I j ~ ~ ' ' i` j I i i ` i i i I ~ L-- .r.,...,._~_ I ~ ~ ~ r ....--7--'-1 ~ ~ ~ ~
( i 1 i - . ~ r ~ ~ -r ~ I ~ i ~f - _ _ - _ I i { i ~ _ i ~ i I ! ~ i ~ ~ ~ I I i , I I
_ - ' i ~ ~ ~ . HEET NO
O ~ ~ I f I ~ ! ~ j i ~ I 1 ~ _ _ a i
I ~ ~ ~ . i ~ ° L. ~ ~ ~ f - ~ - f . ~ . 7 - ~ I I ~ ~ 'r ~ i ~ ! ; ~ ~ i i I
i i.
4
420
W 23+00 24+00 25+ 21 +00 22+00 Q 20+00 25+00 26+00 ) I
z
OF-~f CO-244
Q2008 Dave's--Martin Powell & Associates, Inc

..~~k~~~a~; _
~ e,
m (7.' 1f~ y r
a C.? us ~
i+ ~ 4 ~ 4 ~
~ ~w
$~pkfr
kk~"kk5p8 k k
EIP
o~ EXIST. SMH
~ ~ ~ TOP 478.01 BLOOMING STAR LODGE 53 ~ ~ o. o ~~o~" q, INV 472.99 Z ~
~ ~ INV 473.44 ~
INV 473.00 / AXLE
TO BE REPAIRED 13.6 Q :
qR s Wq l ....i LIJ
AO OQS 'Q
~ CENTRAL CHILDRENS HOME OF NC f
z - ~ o / EXIST. SMH
~ ~~'00 \ ,.J ~ TOP 487.66
s `~2~Sa _ EXIST. SMH . f ~ c, 0 ~ \ TOP 482.89 a ~ ~F,~ INV 483.57
CENTRAL CHILDRENS HOME OF NC ~ INV IN 478.15 ~ s° /
/ ~s fX~ST INV OUT 478.06 ~ \ ~ .~~P
/ ~ ~ ~ 6 s V ~ TO Bf REPAIRED ~i 5 a --ECU \ ~ ~ c o
,~0 P AG UNIT 0~, 11y p s 6fp ~0
~ ON CONC ~ F ~ACf NV 4 Q ~ C11~f ~ W ~ X6.1 ~ PAD ~ r-- - ~ ~ i
w z EIP ti ~F ~ s ~ ~ az~mz
F w ~s ~ c~ ' F \ EXIST. SMH W Cp \ q Vf~ NO ~ ~ ~ ~ h co o.
TOP 477.95 W 4 CON ~ ~ o ~ ~ pz^`~~ ~~~y o°~~
NV ~ TWO STORY BRICK D BLOCK ._--w ~ r J I 47206 ~ ~ ~ ~ ~ P r G~~\ " ~
TO BE REPAIRE ` ~ POLICE LODGE WITH C OSITE - ~ G~~ I T TI TY W EX S, U
~ R ROOF AND CRAWL SPA A L w E SEbtENT f FFE 466.94 ~ \ ~
sue, I G W~ EIR r s ~ y W ~ / 1 ,p =
o o.a s R p ~ r / s ~
~ W \ s F~,i~ ?
G s AppR ~ ,,J ~ S, W Ok / L R. ~ ~o Tp~ T
P g w o~, 6., a
~5 ~ s S 0 ~ W ~ ~ \ W q rER X x d o s w crN o ~ a~-. s o0
~ ~ ~ e ~
W s w
~ \ ~w TBM s ~ ~ ~ ~ x~
W _ CHISELED SQUARE TOP s SAN MH W
NOTES: ~ AND END OF CURB ~j \ W
IN TOP 484.16 ~ „ 1. ALL SEWER MAINS ON THIS SHEET TO BE CURED IN PLACE L ED ELEV. 465.51 W 1 2 E INV 479.99 ~ ~
2 SERVICES TO BE REHABILITATED FROM THE MAIN TO THE RIGHT OF 0 0 ~ ,4
WAY OR THE STREET BY ROBOTIC METHODS, ~ W ~ TO BE REPAIRED PER PROJECT SPECIFICATIONS. W ~ 3. MANHOlE5
w w~ w ~ rn ~ a. w W p N~ W Ll
~ Q ~ W ~
o ~ z
~ ~ ~ q
I- W ~ w,
U W Z
~ Q .W CC ~ .U ~
SCALE: 1" = 40' HORIZ ~
1" = 4' VERT m
z 0
it u
500 ! ~ ~ ~ ~
1 _T_ - ~ _ - ~ ~ r-- - - _ I i - -
~ ~ ~ I I ! - , ~a ! I, _ - - i t
_ _ _ - _ ! I i i I I ~ ~ ~ I ! ( '
! I I i k _ _T_ . i ' ( W
_ i E ~ ~ Q I ~ f E ~ ~
[ ; I I ; I . i I ~ Q _ ~ .,..y. f
I ~ ~ ~ _ i ~ _ N ~ ~ a' ~ ~ W N M LCl t0.
- _ ~ ! 1 + ~ i I ? f I ~ ~ i C ~ i i ~ i ! r _ d' --i - d- 01 Cp Q ! ~
; - - - I ~ ~ i i i z a~: a. I i ~ N h i
I ( ! , i i~. 1.
~ i~ ~ t~~ ~ ~ i I ! ~ I I r.... . - ~ ~ ~dm ~
, i ~ . i ~ ~ ~
I 490 ~ ' ; ! I, ~ ! i I I I, I, w, c~ ! I; ~ ~ i ~ cn ~ ~ ~
!f)
I ~ j I j Gf p~ ~ I ~ ~ I I ~ ~ _ ~ _ _ I , _ . _ _ ~ _ ~ j _ i
_ r- ~ . ~ I F i i 1 1 f I I ~ TI I 1 I I f I I ~ i
i .I . i_. _ _ _ _ _ _ _ _ . ~ ~ ; ~ , ! ~ I I ~ ~ ,-I r}. ~ Z L.t ~ ~i I ~ ! f l._ ~ ~ ~ I. Z
, ! _ _ , w~ i I I ~ x I- _ ~5 ~ I ~ ~ I i I I ~ i . ___L_ ~ ~ ~ ,,~p~ _ C J
zz _ ' , _ T_ _ ~ _ _ , ~ t'-` I I ~ I i ~ 7 i i ~ l ~ ~ i
i ! I I ~ iNln~rQ I I i ~ I I ( ~ ~
Q ~I i ~
r_-,; ~ ~ 4 ~ 1 f_ ~ . i N ~p~~ I ! + ~ ~ I I ~ ' i - ®I W i
i q~ _ , -4 __w _ _i_. , , _ ~__.a , _ Z I;L ~
c ~ i Wt~~~Z~ ! ' I ` ! I ~ I { ~ !
- X~ T o E ~ i ! ~ i I ~ ~ ~ ~ ! I ~ ~ GROUND i I ;~I ~ ~ I
4~0 ! , ~ ~ I I i I I 1 ~ ' ~ I I i I ~ Ir i i ~ ,
I i I ~ , i , I ~ i ~ i ! i I ~ ~ l I , _ . _ 1.._...._ _-r _ ! ! l--= - - ~ - - - - - { T-` ~ i t i ' I -r _ W
~ i I ! I I I I~ I 1 I! 1 I I i I i,! I ~ i f jJ ~ ''1'" . I . YI . ; ~ - ~ Bea. tea!{
1 ! ~ ~ _ I '1' - ~ i
. -r I ! ~ ~ I ~ i ~ ~ I: ~ ~ % I~~ ,ice ~ ~ ~ ! ~ i
t ! ~ ; i J ~ i j ,
~ I , ! BECttR ~ I i _ ~ ~ - I..- _ 18 r ...j ! ~ I i ~ I~L. , ~ ; - - ~ a
I I I I I ~ ~ i ~ i ~ i ~ ~ ~ ( 0- ~ _ I ~ ~
_ . _ _ ! i ~ ~ ~ ~Xi~T i ~ . i _ 1 T_ - ~ T s p ~ ~ i ( ~ ~ ~ j I ~ i { I -I -I- - - ~ - ~ i i
J - ~ Ll..
I , i ~ ~i 3 I m . _ 6 _ L_ ~ 8 PIP ----I_. ~ I_.~_ ; _ . _ - _ -4___ _ _ I h..r i I ' ~ ~ 4 ~ ~ . ~ _ I1J
b ~EX~I~S-T~-141,- I ; ~ - 1 I---.. ~I a ~ IN; PLACE ~ ~ ~ i I . I RED ~ i I ~~I ~ ~ i ~ i f ._1 1
j ~ f ~ 1 i I
470 ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ I
. ~ ! r _ ( i I i ~ ~ ~ ~ a ~ Lr9J
i © ~ ~ F- I I ! ' ~ ~ ~ ' ~ i ! I I i ~ 1 - ~ i _ ~ ~ '
- ~ i. _ . ~ i ~ ; ! I I t I ! I ~ I I I 1 i i I I ~ . _
~ ~ ~ f ~ ~ 1 'i ii I ( ~ I i ~ I I ( I
i ! I ~I ~ ~ I I ~ ! !iJ I i ~ ! I - - r i. ~ ~ ~ , i J ~ . --1- ~ ~ i i
i i I i i ~ ~ _ I _ . - ~ i i cA ~ - - - i ~ ~ i ~
id~t i ( ~ - ~ { ~ ~ I i - ~ ~ j ~ ~ I ( I ~ O ~ ~ ~ i I ! O i ~ 14: I ! ~ I ; I ~ ~ ~ i I ~
~ I _ ~ a r_ ~ I i ~ _ ~ I - _ - _ I <C._<p _ . I _ ; i ~ ~ ~ i ~ ~ ~ ~ _ - _.._.i. - ~ ~ , I I _ ~ ~ I i 1 i _ ! . a ' ~ ~ ~ ~ ' ~ ~ I i ~ i _ ' SHEET N0,
~ I ~ os~ _ _.1.... - ~ . _ ~ - ~ ~ r ~ --F---- - ~ - . - - - j - ~ ~ I i ~ I i I I 1 ~ G I ~ ! ~ }
i l~~ I ~ ~ I i ! ~ ~ ~ I
I I i I
I 460 ~ f I
12+00 13+00 14+00 15+00 16+00 17 17+00 18+00
OF li CO-2a4>
0 .
GO 2O08 Davis-Martin Powell & Associotes, Inc

a~4Daawas ~a ~ °^M ~~ay "&s ~6 y y'k\~' A h `7 ~7YJ V"
Vhf ~l ~`y"/~Y&'; "nm B~`~U / pp
4 M
SQUARE CHISELED ~ r ua " V!
AND PAINTED AT W «A~ ~ ~ ~ ~
TOP OF CURB ~ W
467.05 W / NAVD88 EL 1 ~ ~ {v w
art W / TBM SOUTH OF SSMH ../,3 ~ 1N OF SSMH#5 / / ~ ~Q~`r
~ / W Z / NORTHEAST SIDE OF I ST SIDE OF RALEIGH ST / ~ ~ ( '
1~ n ~ W o ~ Q SQUARE CHISELED AN ~ cl~~ ~ G~ tv W CHISELED AND PAINTED /
W , ~ ~ AT TOP OF CURB ~F CURB
~ i Fir, W ~ ~ o ~v NAVD88 EL 463.27 N f ~D'~~ W l ~ o EL 463.27 ~ ~ Z
o J W~ JQQ w'~~ ~ \ C7
Q O ~`1Fa \ ~ ~ ~
/ 2 0 W ~ N~GE ~ ~ ~ W R q \ < <C
~ l s ~ ~ W K~ o ~ 1 o ~J.F.CREWS, S.M.CREWS, ANO
\ ~ ~ ~a ,I\OY W. CREWS JR. BY WILL ~ a-
I z Q n / qSp W S T o ~ ~i ~ ~ w I w ~ o ~ ~qC R f ENV ` o N lg Q w
~ l v m l RICHARD J. SHAGOTT l P W f 4_ 'w~. ~ ~ ~ o \ S~`W ~ ~ r ~ • ~ ~ Eq e Q o v AND WIFE fp W ~ „3 ~ ~ o ~r ~ SE R
ti Q 2 Q o MEN SAN MH M ~ ~ ~j T 3 ,~Z MARY E. SHOGOTT ~ W ~ Tq ~ \ ~ ~ ~ l N A~- SeM wfR \ ~ ~ Q 1 ENT ~ SSMH #4 ~ \ ~
i TOP 453.10 W ~ ~ t~~ ~ W o ~ ~ ~ ~ m Q a ~GFt, ' 1~ ~F~~ct'',~ ~ STA 17+25.61
/ \ ~ ~o ~ o A ~ ~ . m ~ ~ ~ 1 ~tC ~ ~ ~NO m~ wQ ~ ~ ~
- / \ Q ~ ~N11 °16`t~9."E ~ 44.35 LF ~ 12y' PIPE ~ \
' ~ / ° / ~ ~ . ~ TEMP. CREEK CROSSING ~ \ ~ W \ o , ..•p~ o• INSTALL ~ Q 8~~ ~ h
NCH ~ ~ ( M Ix `~"INV 449 5~~ ~ P R ETAIL ON SHT, 11. SSMH # - ~ p RgDF UT TO FOUNDRY BR ~w, / E D , ~ ( ~w ~ ~ i"~ ~ l~ ~q OR
{NDEX 28-11-2 'gin ~ ..:r- ~ - ~1 ` J 4.r N ULVERT ~=36" STA 15+39.9 ~ ~ ~ y. D ~ ~ 5 R(PARiAN ~1~r , MI C 4S W , TOP OF BA K BUFFER ---ter 6 R =18" TEMP. CO UCTION~~~= 3\ i\0 ~ / SSMH ~ \ \ \ PERMANE~~I1T~ ~ I o N N ~ ~ STA ~'7+ .9~\ ~ASEMENT` TEMP, CO TRUCTI N ~ N ~ °
- _ _ ~v ,.Ep~R-Q-~. ~ ENTRANCE EE \ ~ ~f_V ~ ~ P G Y \ '~NTRA~6E S E ~ ~ z v ~ ~o c~
- l_ 45U~ ~ ~ ~ EXIST, UTILITY DETAIL SHT 10 4 6 ~ e. ~ s,~ ; ~ TOP OF BAN}C m ~ ~ - N - - SJ 3 n t : ~ ~ >0 SpH~C DETAIL SHl''1~O ~ ~ a z ~ ~
- ~ A5E~IENT 12 MA KB RRYIF«; _ - - -o ~,~~i E ROSE BUSH ROSE BUSH 5 RD r g
S PLANTERS x o ~ r ~ 2 2~'`~ ~ Z ~ X18" ELM~ P v I'p - 455. ~ Q~:° ` N ~ ~ \ ( LNG ~ . ~ n D, o z ~ a
SEXIST, SAN MH 1„~ r. L • El~r1' ~ - ~ 449 W T6~~L~i~ ~-t-~ 24 ELM ~ pF ~ o N~ ~S ,~u ~ D 9. - W ar CONC. SE ~ = ~ ~ p ° ~ ~ 55.53`L~ - ' ~ SB,s 63~ BUMPS ~ ~ g ~ ~ ~
STA 10+00.00 ~ --°1'4 ELM~,~~,~ ~ ~ . ~ 2~`CEDAR ~ . 6 PROP. UTILITY , r ~ ~ A A ~ t / 92.42 L - ~~-w1a-, q 335.5 x ~ ,.EASEMENT - ~ ,,r, 8 PI TOP 452.64 WALNU-T-N44-4121 E ~0 CH ~ ~ .'~:A,. ~ ~ -
27 U ~ +00 ~ ' - 12 PIP ~ o V NW 448.3 \ . ~ ~ ~ ~ ~ H E \ /p ,..,x ~ ~ \
N44 . 14 00 126.53-LF~ 12' DIP ~ 19 E p ' I V IN (NE) 44$.14 - _ ~~s l fA pESr l o To OTIED Z @/7 ~
_ r G T ,Y, --z6--GUM Atldttfi- -~~55 ~ . ~ - S x.,-~1~... ~ ~ INV OUT 448.08 20 INE ~ 12 PfiNE ~ DIP ° ~
x \ ',"r- 15"PINE GRILL`~..~=-' ~ ~ - s ~ ~c ;°z u T - ~ , r. TO BE REPAIRED 9 a, r~, , ~ ,.,~-,20 PINE J?1LvE~~.' ` P - 4p\\ 9 ~ ROSE B SH _ ,t~-- 7J ANDONED I~ ~,12 INE 18 PIN \ i ~ ~ ~ _ SSMH ~ ~ ~ ~ ~ N NDONED _
\ _ ~ 12 PINE ~ ~ ~ ~ , R 18 PINE F`\\ ~ <r,, - s.~.-- ~ , z . 4 PIN ~ E~, ~ STA 4+47.51 \.~.~:;-~1 W G
N ~ k Q PLUG I I PL SSMH ~6 m ® ' ~ ~ ~ ~ STA 19+28.50
20 PINE o V ~ ~ N -~z-~;; , F _ pity W ~ , , ~ ~r,.. SSMH ~1 Z A(( ~ 18 E ~ WILLOWS M ~ / ~ W ~ ~ ~ \ mil; 4: ~ OORF ~ ~ ~ ~ / ~ / ~ ; ~ ~'ST. MH o;. ~ ® ~ ~ 2®
STA 91+26.53 ~ p \ ~ r Mq , q ~;r~.. J YARD INLET _ ~ \ ~ -_M NO ~-v~~::~:J' ~ / ~ \ ~OP 463.37 ~ ~
~ TOP 454.62 Q ~ 2 18 z ~ -e, ~ ~ ~ ~O Wt F ;~.1,..~,~,~..r, Q l F ~ ~ TOP 454.96 PINES ~ ~ ~ . s' ~ Q INV IN 458.43 ~ ~ ~ o ° o 'f ,.f 1
INV IN 449.05 ; J 4 ~ EXISTS SAN~MH ; - ;ice>''~'°` INV 45 .23 ~ ~w w 1 ~-~,~;;7,~.~ ~ ; x V OUT 458.3$ ~
INT OUT 448.98 2 ~ \ TOP 4560 =.h ~ ~ r A ~ v~. - TO BE ABANDONED ° 3 ~ r ~ ~ v,,~
TO BE REPLACED Q r INV IN 452.0 ~ o Q ~ W ' ~ ' r~ ~ PLAYGROUND EXIST, MH #8 \ k ~ „ r,
~ INV OUT 452.00 a ~ W U \ Lu ~ TO BE REMOVED ~ / ~ ~ STA 19+61.51
\ w r- ~ ~ ( ~ ~ ~r - , TOP 467.85 ~ d ~ ~ INV IN 461.09
, ~ i~„ R 41 ~ U' ~ ' INV OUT 459.85
~ ~ Q~ T~R,y- TO BE REMOVED ~ ~ o..: n.. ~ . o Q
EXIST. SAN MH N z TOP 462.97 z @ f ~Q~~.-'w~ ~ ~ a' EXIST. SAN MH``~ ,-'~~~O/N ~ N
Z TOP 463.17 Q ~
~ TREES TO REMAIN UNLESS OTHERWISE INV IN {NE) 456.79 Z Q~ ALL MARKED WITH AN TO BE REMOVED. IONV IN (SE) 456.82 ~oQ Z~~ INU IN (NW) 457.62 ~ Q
I V OUT SW 456.79 ` ~ N ( ) Q 1 INV IN (NE) 458.14 \ 'r ~ °w ° W'
TO REPAIRED w ~l W~ ( INV IN (SE) 458.02 ?~T ~ ~ w ~ ~ v ~ y
~ ~ CONTRACTOR TO LOCATE AND \ INU.OUT (SW} 457.09 v EXTEND SEUVER SERVICE TO
Q ~ l ~ ~ Q ~ ~ OXFORD HOUSING AUTHORITY ~ o o ~ ~ ~ ~ M.\TO REMAIN OXFORD HOUSING AUTHORITY SCALE. 1 = 40' HORIZ
, ~ F q BUILDING. 1 = 4' VERT m.
S M
~ ~
T
OR o
i ~
480
l; ~ i ~ ~ I ~ I l i i
, i i i ' i ~ . ~ i I i i i I I 1 s ! I I ~ i i - I I I - I ~ I _ I I _ _ G I a. I f I ~ I I ~ i ! ~ I I _ ~ - I I--_- - - _ a. _ _ ~
i i - - i ~ ( i ~ ~ I I I , i ~ t ~ i , I _ _ ~ l - ~ _ i~ _ _~i._ ~ ~ ~ ~ ~ t ' i i _ ~ I € ~ ~
.-.-y - ~ ~ I i I ~ - _ -L~.. - , ~ 1 . - - 1 I . ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ( I } C ; 'I i ~ I I . 'I I i ~ , I i I i I I ~ , , I i ~ I _ i i _ ( t.. I I i. - w
- , I ~ ~ ~ - - - - 4 ' _ . ~ ~ 1 - - - - - - L.. _ - _ ~ , 1 ~ _ _ - . - i- _ . ~ ~ ~ I I ~ 1 -h 1 If ~ r r- ~ ~ i ~ I-
I r ; ~ ~ ~ _ L I - i ~ ~ - - i i.-.__ 1 ~ I ~ ` ~ ~ ~ - - I - - ~
I ~ ~ - i r ~ 1 1 i i ' i ! ~ I I J. j I I ~ _ - - - - I I I I I ~ E --.._i ~ - - - - _ - .1_. I~ a--3- E ~ . , , i to 9
{ , li i I ~ i I i ~ ~ I ` i ~ i ~ ~ ~ ~ - - - _ . - + ~ I- G a
L . F I ~ ~ ' I j i i I 1 I I I I I II - - - - - - - - 1 ~ ~ 3 - - .I r.. 1 ~ . . . - - - - ~--i_.....-_. i--_. t i I f i ! i i i ~I ~ ~ i i I i, I I I I i ~ , N ~ ` ~uy - + ~ ~ F- W U7 @~ to 1 ~ to ~ i ~ 40 cD cp ~ m t0 ~ ~ I ~ tl}
i i _ _ i. i I ? E i I ~n _ ~ ~ ,y
' ' ! ~ ~ i I ~ . I ~ ~ I _ I ~ ~ - I i ' ' I I I ~ i i ~ I ~ I ' ! ' ' I ~ ~ _l. _ _ _ _ _ _ _ I ...rl___L , ._.,,..I_...~ i ' - j jS~ 1 f _ ( L. . ~ - ~ i ~I
, ' i...._,__.-.. F--' -.--i__ I ~ I I ~f I ( y ~ I
1 ' ~ i "I"' _1 I ~ V - ~ ~ I I ; i ~ I 1 1 1 I ~ I ! j I
~I 1 I ~ i i I I ~ I , . 470 ~II~ I ~ ~~r ~ a ~I ~Ir I ~ ~ i!
~I ~ ~ ~ ~ ~ I i, I I ~ I~ ~ i i I , j I ! I ~ I ! I I ~ - _ - - - I ~ ~ j ~ j I f I I ? ~ -I_ _ - ~ - ~ ~ - - ~FA- OC~N - - E - - I I I - _ - - ~ - ~ - - ~ ' ~ Q r t~
( ~ _ _ ~ j 1 I f I, I ~ ~ ' lf? z I i f . ~ 1 I I' I ~ I I i ~ ~ ~ ~~N I ~ ~ ; I i , ~ ~ - - _ - r _ . _ - _ r 4.._ f I II E I f
1 I E I 1_ _ a , - - - - ~ - i I ~ ( d' t I 1 i i ~ i ~ I ~ ! i
; c ~ - - _ _ ' 1 1 ~ ; 1_ _ I_ --i---t-_ s i ; ~ ~ I I , . --I- - _ ,_I-_ ~ ~ - x- Ie1'`- z',_ `f'Z"~ i -
~ ~ I t I ~ ~ ; ' ' ~ i , k ~ ; ~ i I i i { ' _ _ _ ~ ~ ~ d- ~ _ , ( , -
i i i I I ~ i ~ ~h ~ j ~ I I I !a` I - - - - ~ - ' - - E I _ - - - - - . j I ; ! ; ~ ~ ~ I M N w I i _ I - - - - _ i _ `N .~{Ljtd~F-- - Q'- I _ ~I I _ ~ i i I. r ~.._,.1.__ i .__1_ { J -
_ ; _ d - ~ 1 I , --____I- _ . -pq ~ I f I i I • d' I I I I i ~ ~ I r ~ i I
O ~ ~ _ - ~ - - - - - _ I I - _ ..1W__ ~ F-- . ©.._,-r,-._~-• I 1 ~ 1 Nom, . ~ ~ I ~ I I- I 1 ( ~ I i ' ~ ~t ~ ~ ~ XIST' GROUND E ~ ~ ~ i ~ i
• I ~ f I ~ I r- ~ I-r I I ; ~ 4 ~ ~ i ~ I ~ ~ ~ t _ '---1---': _ _ I I I I Z C7~~. ~ W; ! I I I ~ ~ I ~ ~ , j ~ I i _ _~_t~1- - - - - --r- - - _ , _ _ I ~ F. L...- f ~ i ~ ~ ~ r- - ~ ~ ~ I ~ ~ ~ F I E ~ \
. ~ , i I Z- '~I I I r~ (y I ~ ! ~ ~ I ~ I I 1 ~ ~ ~d-.,.C~ I 1 ~ ~ I i Q ~ L - j U'' + ' Wi t } ~ ~ I k~ ~ , a I I ~ I ! _ I._. _ c_ i_._. - - - _ - r- ~ I. O _ . ~ _ . I _.e(_. ~ _ _ I i ~ ~ .r-_ ~ - .r.. i I r ~ _ _
_ _ . - ~ Q r ~ c i - . ~ ~ ~ ~ t . 1 ~ ! r ~ + u,~ 1 I ~ ~ ~ ~ 1 i I I r I ~ tt I r E , 1 ~ ! ~ 7 _ . ~ L. ~ ~ . I I ~ I ( ~ ~ 581x4 ~ LF ~ 12'~ PIPE ~ I ' ~ ( C~ ~t3 _ _ _ L -
_ _ ~ _ { U7 IU1 I ! ; i ' N to ~~~N ' i _ _ ' _ i_-;._._._{-_.._ ~ - - - ~ - - - _ - _ 1 I- 1 i__- I ~ ~ _ I _ .y ' co , , ~ ~ ~ , ~ - I ~ ; ~ ~ ~ _ i ®0.64% GRADE i+ ---I 460 _ ~ j i. ~ i_ Ll1 Z ~+p
; ~-l I I ~ } ~ ~ i 1 ~ ~ . 460 ~ I I ~ ( ~ I I i i
i I ~ ~ I I ~I i ~ i ~ j' I I , I E , I I , I i ~ G ~ I I , J~ _..__I _ _ ~ aNSTA1_L TEMP,, ~•CREE >--CROSSIN _ . ~ i - ~__.i f ~ _ ~ _ ~ ~ i _ i 1
4 _ ~ ~ ~ 1 ~ I ~ ~ I i I l_.... _ _ -~-r-r--~-I-- i I I I ~ ~ ~ ~ ~ • I ' N -r-- i I I I I I i ~ I ~ PER DETAiL~ON' SHT. ;11.1 I ~ I ~ ' - - - - - - - - j ~ I - - _ _ T ~ ~_.._i~_ . XI.__.'~__ I ~ _ _ _ ~ I _ - I - ~ I ~ ~ ~ I_ . C~ ~ ~ F~
- - I . a_ _ - - _ _ ' ~ - I ~ ~ ~ ~ I ~ I ~ ; ! ~ MIN ULVERT ~=36 I ~ ? I I ~ ~ I I ; I ~ ~ , ~ ~ ! i ~ - - ~ ~ ~ ~ I ~ ~ 1 ~
- - fl I i~ I I ~ I 5;0 I, 11 ~ I~ ~ ~ I ~6 ( ~ ~ G
' ( ~ I i , , - _ . ~ , t ~ ~ I i ~ i 1 ! ~ I I ? ~ ~ , ~ ~ - - - - - - - i ~ I i I _ ' 1 _ _ , J _ ~ ~ _ _ , _ _ i t ~ ~ t I ~
I r I I ~ I i I I ~ l I ~ ~ - I ~ I 1 I I ~ ~ ~ r I ( i ~ I i l ~ ! ~ ~ I ~ ~ - - - - _ . • f'~ ~D f ( ~ ~ i ~ I I ~ I i I I f ~ - - - I - ~ - - - - - - - - i._. - - - - - - - -I - _k~~ " I I I 1 - - --1 - -i- I ~ Q ~ ~ ~ _ ~ _ ~i y _ ~ _ . -5.55 F B PIP ~ _ . ~D~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ E
i s E i ~ i ~ i t ? ~ ! It. I ~ ~ I . ~ r ~ ~ ~ i\a _ v ~i ~ ~ ~ ? ' . ~ - - ~ - - - ' R _ f. - ,I,. _ o ~ L~ _
1 _ _ _ _ - _i..~- _ I - r - - I _ ~ ~L-__- - ; - ; ~ r . _ ~I ~ ~ ~ _ , fi- -7- - I t _ ~ j ~ ~ ~ I ~ 2 ~ E ~ i fir! I { ~ ~ ~ y 1 ~ I i 1 i 4 ! I r- ~ 1 I ~ _ I _ ~ ~ ~ - v--- - _
I - - - _ ~y~ - . _ t I I i i i I i I ( I ~ ~ r`-- r.,._~ _ i.._ -'4 -I - - '.1 - `-'I --1- 1 i ~ , . I a _ , $ I .p._ . _ -r- - -r ~ _ ~ , - - ~ ~ ~ I , I + j I i I I O~
• 1 o. I r- 4 I I ~ - - T _ 1- , ' ~
o~ 1. _ . , - _ 1.._... ; i I i ~ ~ ' I ~ ~ ~ ' I I ~ ~ I i ~ I ~ . f e I ~ Cl' l I f ' j ~ I ~ I I I ~ I ~i W.~ , ~ 1 j ~ I ~ ~ ~ ~ I---~ -t ! ~ I { ~ I i 1 - - - - - - ~ L a _
1 i ~ _ ~__7_~. - - - - ~ I ~ _ ~ _.f . ~ - - - r -j i- - _ . _ . k ~ ~ ~ 1 r ~ I ~ , I~~ , I , I ~ • 1 i ` , f I ~ .l._- ; ~ ~ I i , -a.: j ~ i.. ~ I r r- - - - - ' r I ~ ' f I ~ I ~ ~ 450 ~ _ I I I G i
1 ~ E I 1 450 I ~ ~ I ; ~ . I ; ~ ~ ; I f I ~ E I ~ ~ ~ ,~„~n ~ I ~ I ~ ~ j i I I i I ' ' i ~ I ~ ~ _
I - , r _ ~ O P V P I ~ - u-~ ~~-x--.., . _ ~ ~ - ~ _ _ _ _ _ - - _ ~ , r.. ~ T. ~ . _ I ~ Ar 1 ~ I ~ ~ I ~ I I I I I I f ~ - - ~ E_ _ _ . _ E I ~ ~ ( r i ~ I I ~ , ~ ~ ~ ~ - - ~ 7. ~ T ~ " ~ , I ~ ~ ~ ~ ® ~ I ~
E ,~w ~ ~ I I I _ _ , . AD~- I - ~ a ~ ~ ' _ ~ ~ - R ~ ~ i ~ i ~ ~ - ~ ~ - I i - \ - - r ~9 _ ~ I =
~ I , , ~ _ _ . _ , _ a P~ ~ 0.22% GR I ~ I E,F 12 DI ~ ~ --1-- _ _ -m ; ~ I__~ I I- 320.98 ~ I I i I 1 i ~ ~ ~ ~ I 1 D p ~ .227 R DE I i ; i i I I i = ~ ~ ~ _ ~ _ - ~ _ _ ~ ~ y- \ _ F- ~ _r ~ t-- ~ . ~ l I ~ ~ I ~ ~
121 ~ ~ ~ 3LFI i ~ I ~ - - , ~ ~5 1 ~ - ~ I ' I ~ I 1 p ~ I ~ ~ _ ~ ' ' _ _
1 ~ t I I I I ~ I I I i ~ 1 I _ . _ ~ • .._7 _ _ ~ _ ' ~ 1 . _ ~ ~ ~ ~ i i I I ~ gy I I
- ~ , 1 , ! , ~ E r ~ r ~ I ~ 1 1 i I ~ - V ~ _ I _ - ~ ~ , i ~ i 1 ~ ~ , .I----------'- t i ~ I f - I ~ 1 _ _ • _ , ~ i - _ ' ~ - - ~ I - - I ~ ~ ~ ~ -y-i, I ~ ~-t- L.. i ~ A ~ _ _ ~ i -_L _ ~ ..j - iii _ r ~ ; - ~ ~ f T' ~ ~ I_...-. ~ _ ~ _ I I I 1
_ I- I I ~ I 1 I I I I ~ I ~ ! ~i I i I I I I , i I I ~ ~ ~ _ - I
I ~ ~ I ~ i~- , I ~ I I ~ I t ( { i I ~ ~ r ~ I I(~~ 1 ) l i ~ ~ I ~ i ~ ~ i ~ ~ _ ~ ~ ~ ~ _ ~ _ _ I ~ _ SHEET N0. i ~ ~ ~ i , ~ ~ ~~--C-
_ - - i I ~ ~ ~ ~ ~ - - - 1 1 I i ( } i ~ ~ i i i ~ ~ I_- j J y ._~w. q` _ i ~ ~ I 7
1 ~ ~ ~ ~ I ~ ~ I
f E
440
440 I + Q 10+00 10+75 20+00 9+7
16+00 17+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 17+00 18+00 19+00
OF CO-204
a

I,W. MURFREE AND WIFE J (~~a SAN MH ~ ,~,a.~~:z;~ ~ C~
WILLIE C. MURFREE ~ 1 ~ TOP 4$8.32 ~z y.Y~~ ~s~~~ ~
~ ~ ° ~r a fin. ~
I
:
r~~ JBR CONSOLIOA~ ~ . Z CONSOLIDATED INVESTORS ~ ~ ~ ~ TBM
~
® w ~ SSMH 8 ~ ~ 2~ ~ ti ! ~ SQUARE CHISELED ~ AND PAINTED AT
~ ~ ~ ~ STA 25+99.87 ® ~ ~ ~ I TOP OF CURB t~~ ~i. ~ry ~
~ _ TOP 474.52 I ~ NAVD 88 EL 487,41 re ~ ~ ~ ~
~ INV 470.02 LIMIT CONSTRUCTION TO 20 EASEM ~ M:}~ . I D 20 EASEMENT PLUS
~ f r~ INV 468.95 AREA WITH 40 WIDTH ACCESS PAR ~ ~ ~ TO BE REPLACE ACCESS PARCEL CATCH BASIN ' ~ ,w, ~ j' ~ TOP 487.36 ~ ~ , wir ~ r ~ ~ ~
~ !e ~ ~r4 =1P ~ _y ~ TEMP. INV 485..10 ~ ~ LL0 t,,
G ~ ~F, ~ ~ r,: iNV 46$.84 \ SAI
~ 0 0 ~ BROKEN CONC. PAD ~ TOf TOP 481.07 CONSTRUCTION INV 18"UGP I ' ~ ~ ~ ~ ENTRANCE SEE 484,35 I ~ ~ \ ~ ~
C1 _ ~ SF ~ ~ ~ : ~ ~ ~ ~ DETAIL SHT 10 ~ ~ ~ r'
~ ~ ~ ~ a 4 ' , ~ ~ ~ _ _ ~r
, ~ _ l ~ ~ ;~t ~ ~ ~ ~ . INV 469:91 ~
.y ~ ~ ~ ~a, ~ ~ _r ~ ~ , ~ ~p_ ~ pK CATCH BASIN ~
k~~ t ~ ~ / IN~t 469.6 ~ ;~~h ~ ~ Imo"' g+ TOP 487.47
15 EC LL ti yc ~ . ~ ~r i 2 EIP _ ~ 18 INV 485,63 WALL c~U ~--_-~-~~---s_
ti., ~ ~ ~ ~ / / ~ LL ALL ~ SEAN BURKE AND WIFE r, Q ~ _ ~ w~ ~ ~ d JENNIFER BURKE ~ ~ ~ ~ N o
~ ~ ~ ~ ti ~ _ SSMH ~9 ~ f g~
STA 28+64.83 ~ 1 l,,~ EXIST. MH ~ ~ \ z v ,p ~
0 0 ~ i aO ~ i ~ ~ ~ STA 28+91.24 ~ ~ ~ z N 150 23 E ~v Q z ao 00 ~
I ~ ~ TOP 487.30 ~ ~ ~ ~ ~
~ ~ ~ ~ SHIRLEY D. HOWARD HOWARD 26.41 LF - 10" PIPE INV (E) 482.02 ~ o z r. ~ o
-w~ ~ ~o ~ INV (NE) 476.72 p ~ ~ ~
~ W I INV (W) 476.13 ~ ,n = v x ~
~ Doti ~ r,, ~ / ~.4. ~ x F . ~ ~ INV (S) 476.10 ~ ~ ~ I > ~ TO BE RF,~Af~ED ~ ~ '0 ~ ~
~ A~. ~ N 0
,,,~-M,. / _ INV 474.06
M_ z~ DONALD RAY EVANS o~„~ AND
~ ~ ~ ~ r~,
~ - / ~ / ~ s BESSIE EVANS ~ ~ , ~ ,
\ 1 ~ ~
25X25,-~AS~~ / 2+ .0~ PER P.6.4 P~J3 ~ / / ~ , ~
/ ~ 1T.~MH~ ~ ~ I ' I 1 ~ ~
OP~472.86 - .CNV IN 4 .6.99 z~ ~ 1P ~ ~
,r' ~ ~ ` INV 467
~T BE &EPLACED ~ ~ Q
\ e - I ~ - ~ _
~ ~ I
1 BENT EIP s~ \ ~o cr ~ ~ ~ p Q:: BENT EIP ( _ o ~ Q ~ ut
_ _ ' Q N ~ W ~ t- ~ . ~ ~ O Q
A OXFORD HOUSING ~ MARSHALL E. BEDDING TRUSTEE ~ Q
AUTHORITY r,
tea ~ I o a
U W W y ~ W `L W lU I C7 ~
NAIL. ' ` CY_ Q W ~ _ U
DENT EIE~ Il d ~ ~ U U> U?: SENT EiE~ ~ scALE: = 4a' Hoaiz
m
' 1"=4'VERT
1 ~ 1
z 0
I ~ ~ I ~ I ~ ~ 5Q ~ ~ ~ ~ 1 1 I I ~ ~ ~ E ~ I i ~ ~ I ~ , a ~
I I 1 ~ - - - , I _ - _ _ { ' I I 11 ~ ~ X11.
I , ~ ~ i I ~ i I I ~ ~ ( ~ ~ t i I f ~ ~ _ - - - - - - - i I I I 1 _ . - - - - - i I I ~P
--.F- _ I ~ i ~ - ~i - I ~ I ~ i ~ _ ~ ~ i ~ ; I ~ I - - ~ i f I i I I . ~ I ? f I ~ ~ - - ~ ~ ~ - - ~ - - - i ~ ~ ~ ~ ~ ~ ~ _ ~ i _ _ - . li ~ ~ ~ m
' _ _ - I _ _ _ _ _ ~ , ~ . _ - - - i ! ~ ~ I ~ I i ~i I , ~ 1 i ~ ~ i i : i ~ i I ~ ~ _ ~ ~ ' ~ ~ ~ ~I I I 1, I I ~ f - ! ~ L I ~ - - - - - - I ~I ~ ~ Q _ . ~i _ f ~ ~ N
I _ L._ _ _ rt _ . I I t i( ~ ~ ~I I h-
I I ~ i I s 1 I I I I I - r I I -j _ _ L ' _ ' - - - - - - _ _ _ ~ ~ ~ ~ - ~ - ~ I I { ~ _ _ ~ ~ _ _ ~1_ ~ _ ~ I N)
~ ~ I ~ I I I ~ i ~ ~ - - - ~ - - - - - - I_ _ _ _ . i .._1,....... _ i -r- ~ i p - - r ~I ~ ~ _
: , f I ' : i I . ~ - - ~ ~ ~ ~ u~ ~ .
~ ~ i ~ ~ ~ I ~ ~ ~ - ~ - - - - - - ~ ~ _ I I f ~ I. I + ~ ~ ~ ~ I ~ I I _ _ _ ~ W' 6 O
: ~ : _ . C ~ ' ~ I I ~ ~ ~ ~ - - - - ~ - - ~ ~ - - ~ ~ - - _ _ , I ~ ~ ! I i : : i . I ~ ip F- ...j ~ - ~ N:~Z ~ I '
i I I i ( 1 i j ~ ~ i i~ ~ i ~ i i : I iI : _ ~ ~ ~ : I i i I ' i ~ _ . _ _ ~ - - _ _ _ - _ _ _ _ I ' _ T..... - e t _ - ~ , . _ - w-_, r-_ _r...._ i ~ j ~!1 ~ ~~>I
I i ~ ~ ~ 1 ~ ~ ~ I~ i I ~ < i ~ ~ I 1 I i I
I ~ I I , f ~
_ _ _ _ I ~ i r ~ ~ ~ I ~ ~ ~ I I I . i i , ~ t
I ~ i i i ~ ~ f ~ I - - - I ~ ~ I I ~ I _ _I _ _ : . F '
I I I i ~ ~ ~r : i t ~ I _ _ _ _ _ ~ _ ~ ..1 I I ! - - - - - - - - - - R ~ ! i i ~ r. i....,_
I . j ` ~ ~ r ~ , ~ i i ~ 1 _ ~ _ _ _ _ ~ , ~ ! ~ , - ~ -
-1 i E ~ - ~ - ~ ~ - - ~ - ~ - _ ~ ~ } - i - - - - I, - _~U. i I I, I F i ~ I ~ ~ ~ I , ! _ ~ ~ ~ f I i I
i < ~ - - -i I i ~ I I _ _ ,EXIST. GROUND _ _ --.-i'~r I I ~I
j ~ i I ~ - ~ - ~ - - - L._..... _ . - ~ I- I i ~ ~ ~ ~ i ~ ~ E I - ~ ~ i ~ I ~
I s ! ! ~ , I _ - - - - - : , I ~ ~ i - - - - ~ _ - - 00 _ _ _ ~ - - - - ~ _ ' _ _ ~ ; i ..i C~~ - ~ z i - i /
I : L. - - - . _ _I- - - - - I~~ -T ~ ~ ~ d~ I I z O. _ N~ ~I ~ , I I I ~ 'f i ~ _ I i ~ I i ~ . _ I ~ _ ~ ~ t2.
_ ~ ~ _ ~ i ~ i ~ ~ -
W.., - , ...ii__ F- - _ - N ~ _ ' _ -
i ~ i i I I ! 1 ! i j ~ h~ i ~ ~ l I I ~ ~ I a ~ ! ~ = d'~- ~ I t i ' ' ~ ~ i i i ~ I~ Ca
4~0 I, I ~ ~ ~ ~ ~ I i I i : ~I I ~ , l ^a i ( i F'- . U1 ~ i ~ I i ~ ~ I i ~ i ~ ~ I ~Z ~ I - - ~ - - { ` i ~ i~ i i i I j ~ 0-' W } ~
_ _ - - r r-_ _ I i- . ~ _ t. I - I i ' ! i i
i g I ~ ~ ~ i ~ ~ ~ ~ _ - - ' . - - - - ~ - ~ - - - - ' - , r _ I ; . ' ~ i .-I i ~ ' ~ ~ ~ j ~ '
t _ ~ I i O. 1 - I _ _ - i I ~ I ~ i + i i~ i I L.I
I F,.. I i E ' ( ~ _ I i i i : I i i, _ 1.. ~ ~ I ~ ` ~ I _ i ; i I I ~ I i I t ~ i ~ ~ i ' L..
i I 1 ~ ~ ~ _ ~ _ _ I _ _ _ - , ~ __T ~ - T . I.. _~L_ : i E ~ ~ i ~ I ~ I _ ~ t { I ~ f t ~ ~ I-
~ I ~ ~ i i ' - - ~ ~ - - - - ~ - - _ _ _ - - --1--*- I I ~ ~ i , I E ~ i~ _ i I~ ~ ~ ~ i I , I f I F
I t I i ~ ' ~ ~ I ~ ~ , i, I ; _ . I I____, i___~'~,1.0':.~ i.___,._..._~_ i i!-~ I ' TO REMAINI L 10 UCP ~ ~ ~
~ _ . . r ~ - ~ ~ i I ; , ' ~ ~ ~ ~
~ ~ , I ~ i ~ , ~ ~ j I ' I ' _ ~ - ~ ~ ~ ~ i ~ . ~ I ~ ~ ~ ~ ~ i ~ - _ ~ ~ ~ ~ r ~ ~ ~ ® ~
I ~ _I ~%%'~..I _1 ~ r GR 1
b i ~ ~ I i ~ ~ i _ _ ' . ' ~ - - _ - - - - ~ - ~ - - ft- - - - i--- j ' t ~ O :
Q ~ ( i I ~ I I ~ I I I I 470 I ~ ~ I a ~ + ~ i I I ~ 1 i I
' ~ ~ _ m i ~ ~ i ~ ~ ~ ~ ~ i 1 I 1 ~ ~ ' y ~ i ~ ~ ~ ~ ! I ~ ~ ~ I ~ E7gST.,10 tVCP _ ~ - - - - - 9 ' I ~
~ - - - - I ~ ~ ~ ~ i 0 I i ~ l.. _ - - - - , - I I 1 ~ I I F ~ ~ f ~ I i~ I t I_ : _ I ~ _L_.. a~ -
~ E , I - -r - _ i o .--,~.-_,.._..f I--r- ~ o ~ I ~ ~ ~ I I i _ i L__ ~ Iii ~ ~I ~
' ' I ~ ~ - ' - ~ ~ I I_.. ~ I i ~ _ ~ I I I I , _ I I i ~ ( ~ I~ I ~ I L. i i _ - _ ~ ..r. ~ I I ~ j ~ I r ' ( ( I
~a i 1 i j i I ~ i ~ I I, i I 1 I
o _ . ~ t-- ~ ` GRACE ~ ( ; x-0.22 , - r ~ ~ ~ . ~ LF .12 01~ v . _ I ~ ~ 6~2:~0 d ~ ~ ~ I ( .~y ~ ~ ~ i i I I i_ ~
~ ~ ~ - ~ ~ 1 _ _ i _ . I I , I _ ~ ~ ~ ~ _ ( 1 I ~ I ~ - I
. p I ~ I ~ I ~ ~ ~ ~ - - - - - ~ - ~ - - _ , a - : ~ ~ ~ r ~ ~ ~ ~ 'i . ~ ~ I { r ~ I
: s , I f t i ~ I I~ ~ I ~ i > ~ ~i i ~ ~ - i I _ I. I fir, _ . ~ s( Q. i _ - - - ~ - - - - ' I ~ _ - F '
f I I ; Q ~y..~.~ r--- 3 Q _ ~ I I 17 I ~ i ~ I i , r I I ~ I ~ , i I f ~ ! ~ - - i _ ~ F I I ~ i L.. S
~2~I _ - I - - - - - ~ - ~ ~ 'i i ~ ~ i i i ~ ~ .
. I_... , _ . i , ~ ~
,
I i i i 460
ti 24+00 25+00 26+00 Q'+0 29+00 27+00 280
g 22+00 23+00 21+00 20+00
or: C0-204

~..-/'fir C" S ~d 'p;@0
- ~ ~ l t ~`N f~ a~"'°W
tl r ~ ~ & i
/'u _ CKSON S ~ ~
ERT JA ~ H>JB ~ IST. SAN C 0 - w ~ ~ = .a r
HAM WIFE EX / . GRA AND SON ~ T P 466.14 MT~- CK ~ 0 ,
JA ~ G I.IJE H' g~D SA STY ~
M~~- G g1.OG LDG ~=~Q,~~ ~
1 G SAD ~ ~ g~D
F' EXIST. SAN C 0 y / a LINE 1.,; STA 10+85 TOP 466.77 ~ c~~
INSTALL TEMP. CREEK CROSSING - TO REMAIN EXIST. UTILITY G /,c \ 0 1 'tuvl APL ~ C7 Z
PER DETAIL ON SHT. 11. 6~ ~ 21 HICKORY \ ~ ~ EASEMENT 24%P~OPL_ ^y
V DUAL MIN CULVERT ~=36 / 0 PkT / ~ / ~ Z Z _ ~ EXIST. SAN C/0 ' Z Z
d -i 2 ~ T=27 / AXLE i ET,f~Y 19%~AK EXIST. SAN C \ ~ \ 1 ~30 OAK EET ~ ~ 3 0 / / TOP 475.9.5 TOP 475.95 IY Z
NED ~ ~ ,..xf
\ OPE .~o ~ ~ ~ \ EXIST. SMH A l L1N ~-o 4 IC 0 ~ PO , , X r EXIST. ~ ~ 2 ~ EXIST. SMH LiJ ~ IJ.:I
m~ ~ 3 OAK ~ ~ 4 MAGNOL R{M 453.31 ~ ..-s'`~- +J ~ } , i -~1 RIM 4~ RIM 476.14 Z ~
INV 448.13 ~ ~ ~ 4 ~ 1,°.~ W , ~ i V 4; \ , ~ $ HICKORY' r; . A V 4' INV 472,82 ~ C'~
2 .G IN , I° ° AN 0 ~ 1 ~ ,r I ~ ~ X .,i - ~ 1 PINE INV 473.38 ~ Z TO REMAIN
~ S - .4 s' E 5 TORE ~ X, , s , r . 1 2 [ I;" ~ ~ ~ . ~ S ft=-i- t~ •0 T BE R ~ 6 >x 4'..~ IJJ d
~ c ~ ~ ~ ~ . 1 L ~~I~' ,4 . ~ ~ l ~ ~ ~ P EXI ~i'., 6 y / ~ J
EIP ~ . ~ 3 OU ~0
i i Cy~~' i - , I ~ ~ , T4~d BE, 0 D
~10 23.68 ~ ~ ~ STA 3 22.48 ~ I I ° ' 1IV ~ ~'AL~ ~ F x ~ ~ / EIS . M EXIST. MH ~ I r ~
1.- ~`j' ~ , ~ " " ~ C(~NO. ' 7 5 5 RI 6 .0 RI 45 .72 e; I _ ~ P J a~_C0
- ~ ~ ~ ~ ~ PIER' 6. 9 F 8 INV 45 .7 r IN 44P~.~~4 N , , ~ ~ W ~ ~ N ~ ~ N~"~U
1 ° ° ~ - ~ T~ ~E EPAIRED IN 44~ .62 S
r ~ ~~a~~ ~ • ; ~ GRACE H. GARRETT AND ~ IN 4 .43 f~ ~ ~ o I ~ ~ . r~../, ~ ~ ' CARLTON GARRETT ®1 az~°~°Z J ~ ~ 1
1 EG ~t~' , . , , ~ 5 ~ 4 A T B~ REPA ~ ~ ~ ,-n p ~ ~ ® 1 ti
21.73 F „ 8 ~ ~ ~ ~ ~ S58 Of3 3 W ; I ,,a'.. , - ~ ' , yr, ® S39°36 37 E ~ USE EXIST. UNOPENED ~ Z ^ ~ `Tp
- a ~ . '1% , . % i ii0.59 LF - 8 DIP u~ ~ I ~ R/+~s FOR ACCESS 0~~,,~i~ ~ ~
~ , , r ~ 3~q. E{P H~ ~ ~ rv ~ ~ v
EXIST. S , ~ ~ . , ~ y S TI N RIM .45 .2~ , ~ TEMP. CONSTRUC 0 ^/V ~ _ ~ {.1.
INV 449.2 N ' ; ; , , ~ ' ' ~ -$TA:11+45.1 EIP EASEMENT SEE ~ , ~ AREA 4 AREA 4 NOTES:
INV ~449.2~ S ~ ~ p~ LI T :1 0 DETAIL SHT i0 CONTRACTOR SHALL LOCATE ALL SERVICE LATERALS ON EXISTING SEWER Z
R I ~ CONTRAC INVa 449.2 N , ~ / J LINES IN LINES IN THIS PROJECT AREA AND RE-CONNECT LINES TO NEW SEWER.
~ TO ~BE AB~AN ONED , ; PAYMENT SHALL BE PER LF OF 4" PVC SEWER SERVICE LINE AND PER
1~ ~ i ~ ~ A E T PAYMENT ~ ~ I i ~ ~ W TBM CLEANOU E RI CLEANOUT ACTUALLY INSTALLED, AS INDICATED IN THE CONTRACT
~ I I ~ h M 40 ~ ~.1 CHISELED SQUARE DOCUMEP I 0 ~ E1 ~ ~ i / N G SIRE END OF ROAD DOCUMENTS.
~ d ~ A O D ~ R / A 88 L 471.96
~ ~ ~ E~ N ~ E EXISTING , . , ~ ~ O ~ ! ABANDOP EXISTING SEWER LINE AND MANHOLES TO BE ABANDONED SHALL BE ABANDONED IN ACCORDANCE WITH DETAIL ON SHEET 9. 6 ~
~ ,G R. , I~.~? ~ c„
~ , ~ E EXIST. SMH ~~r' ~ IMPACTS ~ IMPACTS TO STREAM, WETLAND(S) AND BUFFER ZONES SHALL BE MINIMIZED
E ~ ~ RIM 472.34 E ~ ~ , / / ~ ~ r.-- TO EVER V 468.70 TO EVERY EXTENT POSSIBLE. CONTRACTOR SHALL UTILIZE HEAVY " ° `
~ T a' IN T M ~ ~ , ~ ~ ~ ~ ._.r-~ TO REMAIN h EQUIPMENT/CONSTRUCTION MATS IN WETLAND AREA. ~ ,
R t gyp,. ~ / / O ~ ` 0 ~ ~i 4' r / 1
'a y `6- r 'b~ I , ~U
~ ~ ~r ~ p ~ / ~1` ~ ~ x EIP ~ o ~ Q ~ o Q 0` N W ~ O Z
~ ,~r 0 / ~ ~ ~ 1 ' ~i ~ ~ 1 o r ~ a g ° ti y . / / , ~ ~ ~ _,W o r Z d ~
~ 4
E l ~i ~ r~ ~ , ~ F 1 ~ ~ / ~,0 ~ - n ~ rt, W ~ U W ~
4 PVC PA . v~ , r,, Z ~ ~ ~r J L UN ~ .P ~ i ~ ~ Z -7 W "S U J >
E ABANDON / / / ~ W a TO B ~ Vim' v REMOVEDii~ / ~ a~ ~ AND f ` r~~/ + W ~ ~ Q W ~ S U
0 ~ S A 11 ~ m ,1 EXPOSED k 1 ---°'W r ~ ~ Q © CI U U? to scA~E; i" = 4a' HaRiz }
q~ ,,EXIST. SM~I ~ s
~ RIM 45;43 ~ ~ NELLIE W. McFARLAND s ~ ~ W : r~ 1 1" = 4' VERT
INV ~~53.20 x i , r.- E1P o ~ IN~~ 452.72 W „ wA~FR ~
~`0 BE ABANDONED W ~pN ~ , ~ " EIP z
~k. L i E:.~r' G 0
°°W APPR , /W l ~~117 ~ z n.
iY U
--~W '+,1 W
4~ 4~0
4~0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I f~il ii~~ ~ ~ i _ ___...I ~ k it - - - . ~ - ~ - -~.N ~ _ ~
_ - i
I ~ i I ~ - _ - _ _ _ - F. _ _ i ~ i t I ~ ~ - ~ ''rry- I - I - - - _ ~~N W
~ I i i ~ ~ ~ ~ ~ i ~ I i f i i ~ i i l ~ , L... - - F- E _ - y OW ~ _ I- { ~ ~ i
_ - - ~ ~ , ~ ~ ~ ; , ; I ; f ~ ~ ! _ - -
- ~ ~ i 1.. ~ ~ i ~ ~ ~ i I ~ , I ~ ~ N M .t t1, .n j r i
_ _ < < _1..,__. ~ ~ t`~ ~ Q = N d' 4~~~m ' ' i T~~ _ U
__..I. - -M - - - _ _ _ ~ - ~ ~ ~ r Oa I
I I Ul K} di f-- {Y! I I , ~ ~ ~ I ~ ~ ~ ~ Fa ~ d' 1- 0]~ ~ ~ ~ ~ ~ - - ' a- - ~ ~i~ ~ ~ ~ i ~ t
_ _ - ~ ~ i i ! - - ~ _ '
~ i ~ ~ - ~ _ - . f ' i ~ i XF-~-ZZZ~ I
i ~ ' _ - r,. ` _ _ _ - - , ~ '
470 ~ ~ ~ ~ ~ ~ ~ 460 ~ Z Z ~ ~ ~ ~ ~ h- i ~ ~ ~ ~ ~ u~
j „ I~, < ~ ~ k _ ~ - e 1. r.. _ _ r ~ _ i ~ _ ~
_ ; _ ~ rv _ ~ ~ ~ ~ ~ i I
i I 7 ~ ~ ~ I i ~ '
s ~ E ~ i O COT ~I M.._ . r~ W- _ _ N O ~ _ ~ . ~ a-,~ t~ - ~ r _ _ _ r i _ - ~ - _ ~ ~ ~ ( I i i ~ I
; _ i ;d. , t ~ ~ ; I ~h~ i ~ ~ ~ { 00~ N r~ . - P- W .N sn , ~ ' W t - - t0 c0 d- 00 N I-- _ . ~ ~ EXIST _ _ ~ , -
~ , ~ , I ~mNC~~~o1 ~ ~Qr ~+'O~J~ ~ I I ~ I ~ ~Z ~ ~ ~ GROIJND -y-.-~ - -
N - . _ _ i ~ ~ ~ ~ Q Q . ~ ~ i 1 1 i ! ~ i
N - ~ ~ - I ~ ~ N - - ~ - ~ -
~ i I ~ ~ G_ _ ~ i i--_a-- ~ ~ ~i } ~__.L I....- ® ~ ~ ~ j i ~ ~
I , ~ ~~m ~ 1 ,
o ~ I ~ I ~ ~ ~ ~ N I N ~ _ _ I~- - r ~ ; t ~ ' ~ ' G ~ i _ J~. . _ _ _ _ _ _ - ~
Q ~ _ N _ ~ i i _ I ~ I , ~ I E~ - 4 _ ~ ~p I I - ~~ZZ_ ~ ~ - ~ g ~ ~R~~ _ j j f C.~ ~ Q
i 450 ; ~ ~ ~ ~I ~ ~
I f O ~ ~ ~ f I ~ ~ i ~ II ~ I i ( i i I r7 I I N i e i I ~ ~.Q . ~ I ~ i ~ ~ ~ I _ ~ $ 4_ ~ , ~ - ~ _ ~ -
a ~ - h ~ . i._. J._ __.N ,~.Z - - _I ' I _ ~ ~ ~ ~ . ~ ~ ~ ~ - i-- , I- - ~ a-- ~ - ~ CJ _I
I I _ _ L..... _ r r I I
i ~ rw~~,~_ I ; ~ 1 ~ ~ ~ ~ a _ TI ~ ~ -E _ lS... _ ~ _ L - ~ ~ ~ ~ - C~~„~Cl.
- ~ , -_L. - ~ ~ GROUND ~ ~ I ! ~i r I , ro _ . _ W_ . ~ ~ I ~ ~ - i ~
_ _ _ - - _ I y I - - - - ~ ~ G ~ - _ - - - - ~ - 1. _
- r i - __i ~ .i.. { , i ~ ! ~ ~ _ G . ~ ~ _
I s ~ ~ li I i ~ ~ ._j- I _i _ to i i..... _ i . i _ i 1 I
I I I i ~ ~ ~ ._d._-- ~ - - - - -L_ E ~ I ~ ~ i i i I i ~ ~
p _ . ! _ ~ ~ ~ ~ ~ ~ ~ D I I ~ i t r n < r ~ ~ i , . I ~ ~
- V i ~ . _ _ . _ - - - - ~ - f_~ - - - - - - - i ~ i i I I ! ~ ~ ~ ~ ~r~ ~ i - I . i i i i ~ i ~ ~ E i _i_ i ~
I l i _ tQs- . p i ~ I ! t ' ~ - - - ~ - fi ---h-- ~ . - ..,.,r..._. - ~w,,,,y~ - ~ l~.!
~ I I ~ .d! n'" , i ~ i ~ i I o I ~ ~ i ~ . ! OE ~ r I i I 450 ~ ~ .o ~ - 440 i ~ I ~ I
f o ~ f ; ~ j I I I ~ i ~ I i ~ - 4--_ _ _ _
W g . , r . ~ _ _ ~
_ _ _ ` ~ ~ ~ 11 5 I ~ - f . h~ ~ ~ i I ~ i ~l.,
v ( O~ I Ili I i 1~ ~ 1 1.73 if S DIR _ _ _ . . _ , . ~ _ _._--x-0;40%-GRADE a-_.._ - I i I ~ I ~
G { I ~ I j ~ ~ ~ = J.._- _ i . I, ~ i . ~ i i ~ i ~
b - i _ s , I D j ~ I I ~ ~ ~ ~ i _ _ I ~ ~ i _ _ I f ~ i ~ ~ - - _ _
P-- - ~ iN,~ST~LL 2 CONCRETE PI~R$, o ~ ~ ; ~i i ~ i , ~ ~ S ~ ~ f - ' I _
' I _ 20` 4 C r-WITH-.>TOP OF ; INSTALL,TEMP. CREEK ~ cnnriwir_ ra;cv'~ ed~ n ?atn~ ~ ~ ~ ~ I ~ ~ , , ~ ~ ;
i
(W p - ! VV IIIV V: CROSSING- .PER -DETAIL i
EE DETAILS ON 1 SHY 11 4 I V
W D ALI MIN CULVERT 0-36"
`L o; --1-2"`,'-T 127,1 _ 4 430
I 440
13+00 14+00 11+00 12+00 9+50 10+00 11+00 12+00 12+50 OF!i ca-204
Q 9+50 10+00 4
2008 Davis-Mortin Powell & Associates, Inc

p/,^ A~„~G'Atl iA
„ SAW-CUT EX. 1.5 OVERLAY (NOTE 1) PAVEMENT ASPHALT NOTE 2 q~t~~ ,~0e / .yR~~~ 15
s d or le umes to rovide a - ( ) Seeding disturbed areas with perennial grasse an ( ) g P SAW CUT EX
ermanent ve etative cover to lessen runoff and soil erosion. PAVEMENT ASPHALT (NOTE 2) P 9 1\ COMPACTED % COMPACTED
. PURPOSE ~ FORCE MAIN j~ T BACKFILL BACKFILL ~ ~ ~ MAIN ~i COMPAQ ED ~
0 0 0 0 0 O O O O fl 000000 O O p 0 0 0 0 0 0 0 0 0 0 0 00000° 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O D O O c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 MIN. DOVER, /j~ o j. j~ a ~ ~
To lessen soil erosion and permanently stabilize disturbed oreas created by o°°°o°°°°° o°0000000®~ °o°o°°°oDD°oDO°o°°°°°o°°°oD VARIES T4 j\ _ HAND TAMPED y\ y\\ HAND TAMPED ~ ~ ~
grading of construction sites. - OOOOOOOOOOOD 000 0 O 00000000000 " 5' MIN. 00000000000000000000000000000000 g 6 ABC, - MAINTAIN HAND TAMPED ~ f~ ~ ~ ~~~ti4 ,PCB' ~ ~ ' CONTINUOUS % % % gig a $
CONDITIONS WHERE PRACTICE APPLIES ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° " 5 BINDER, 1 19,06 , , p ¢ yN RISING OR j~ % % j~f
COMPACTED VARIES FALLING GRADE f~~ j~~ ~ ~ ~ ,
c ns r tion sites which are not covered b structures ~ ` . 6" 625,06 GRAVITY All bare soil areas on o t uc Y I ~ BACKFILL l\ i\, ~ / ( ~
or other erosion control devices. BASE MIX SEWER ,:NOMINAL ,
PREPARATION DIA " 12 12 NO, 5 OR 57 ~ ° N0. 5 OR 57 ~ ~ ~
NOMINAL CRUSHED STONE z a CRUSHED STONE ~ ~ ~ ~ pew ~ Z Z
b ri in chiselin harrowin or lowin to de th of six COMPACTED Prepare seedbed y pp g, g, g p 9 P 12 ~.DIA' .12 inches so as to produce a loose, friable surfaae, Remove all stones, BACKFILL
boulders stum s or debris from the surface which would rohibit germination , P " „ P "CLASS D" BEDDING CONDITION ~ C/ ! ~ C~ ~ "GLASS 8" BEDDING CONDITION "STONE ENCASEMENT" ~ ~
or plant growth. Spread topsoil in a layer 3 - B depth. BEDDING FOR D.I. PIPE 0-12 FEET BEDDING FOR PIPE PIPE 0-12 FEET REDOING FOR PIPE PIPE OVER 12 FEET DEEP, ~ Z Q"' ~
VARIES ANO FOR D.L PIPE 12-20 FEET DEEP AND FOR D.I. PIPE OVER 20 FEET DEEP.
Incorporate :into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500 ounds of twent ercent 207 su er hosphate per acre and two tons of *NOTE: NORMAL PIPE BEDDING AS SHOWN IN THESE DETAILS SHALL BE INCLUDED IN THE LINEAR FOOTAGE PRICE FOR SEWER PIPE. ~ ~ .
P YP ( ) P P dolomitic lime per acre unless soil tests indiaate that a lower rate of lime "ROADWAY" "DRIVEWAYS"
can be used. Q
PIPE QED I I z
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp N.T.S. straw into soil ar tack with liquid asphalt at 400 gallons per acre or N.T.S. ~
emulsified asphalt at 300 gallons per aare. N.T.S,
1. OVERLAY SHALL 6E S9.5A. OVERLAY LENGTH SHALL BE EQUAL TO PAVEMENT WIDTH FOR PERPENDICULAR CROSSINGS, OR AS
SHOWN ON THE PLANS. INSTALL OVERLAY ONLY WERE NOTED ON
PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATES THE PLANS.
Tall Fescue 100-150 lbs. Aug. 15 -Oct. 15 2. 21A STONE SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTIL 4' 12' SURFACE SURFACE 4' VARIES ~ 3 / / 5 --.f a z ~ ~ ~ ~ ~ ~
(Low Maintenance) Feb. 15 -May 1 ASPHALT IS PLACED. ASPHALT SHALL BE S9.SA, THICKNESS SHOULDER SHOULDER ~\~~~'\\j s. / '"°-J=' 1~~~~ L~ ~ ~ ~ a
EQUAL TO 1.5*EXISTING PAVEMENT THICKNESS (2" MIN.). ~ \ o ~
Tall fescue 200-250 lbs. Aug. 15 -Oct. 15
Waterways and Feb. 15 -May 1 3. BINDER SHALL BE TYPE 119.06 4" PER FT Z/4" „ FT ~ ~ Lawns (High Maint,) ~ ~ Z/4" PER FT
4, STONE BACKFILL SHALL BE COMPACTED TO 95~ AND PLACED IN
Blend of two turf- 200-250 lbs. Aug. 15 -Oct. 15 6-12" LIFTS,
type tall Fescues Feb. 15 -May 1
(90%) and two or 5. ALL PREPARATION, MATERIALS ~ METHODS SHALL BE IN ,p more im roved ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS, ~,a p ~
Ken#ucky bluegrass LATEST REVISION. ~ P
varieties 107 P ~ ( ) ~ 6" CABC STONE V\~V~rA~ 4.
(high maintenance)
Tall Fescue 100 Ibs, Feb. 15 -May 1
and and Aug, 15 -Oct. 15 EX MASONRY WALLS TO BE REMOVED TO TYPICAL GRAVEL R0~ ~E L R 0 A D S E C Ti O N 9. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, v
Kobe or Korean 20-25 Ibs, 3' BELOW EXISTING GROUND MIN & THE - Lespedeza REMAINDER OF THE MANHOLE /S TO BE NTS FERTILIZER, AND SEED. ~ , ~ ~ ' NTS 1, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET !N A 6" DEEP
BACKFILLED WITH MATERIAL COMPACTED X 6" 4190E TRENCH. BACKfILI AND COMPACT )HE ]BENCH AFTER STAPLING
Tall Fescue 50 Ibs./acre Nov. 1 -Feb, 1 ~ TO 959 DENSITY. 3, ROLL CENTER BLANKET dJ DJRECTION.OF WA ]ER FLOW ON BOTTOM OF CHANNEL. ~ 4, PLACE BLANKETS END OVER: END (Sli'INGLE STYLE) WITH A 6" OVERLAP USE A ~ ; ,
(Unscarified) DOUBLE ROW OF STAGGERED`.STAPLES 4"..,4P. ART TO SECURE BLANKETS ~ k~'
Tall Fescue and 6p Ibs. July and August Germon Millet or and 5, FULL 1ENGIH EDGE Of BLANKETS AT .TOP OF SID£ SLOPES MUST.BE ANCHORED
30 lbs. - ~ - 60~ R W r Sudangrass 2 .t~~ ~ r 60~ R W IN s" DEEP X 6" WIDE TRENCH BACKFILL AND COMPACT THE TRENCH AFTER STAPLING ~ o ~ « ~ tp Q.
ill ~ 11. F,~'' 1d' S .i'~` 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET o AND STAPLED (2" FOR C35D MATTING). o°, a ~ w ~ O ~
ov. 1 -Jan. 30 Tall Fescue 70 Ibs. N 3' MIN. 7, IN HIGH FLOW CHANNEL APPUCATlON~ A STAPLE CHECK SLOT IS RECOMMENDED o r z
and and s g' 20' PAVEMEN' Ryegrain 2 25 lb ZQ' PAVEMENT 6' _~VARI S AT 30 TO 40 FOOT INTERVALS USE A ROW OF STAPLES 4" APART OVER ENTIRE ~ Q 4YlD1H OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
SHOULDER SHOULDER ~ STAGGERED PATTERN ° °
Common Bermuda rass 8 Ibs, (huiled) April 15 -June 30 ~ g Feb. 1 -March 30 \ 9. THE TERMINAL END OF THE BLANKETS' MUST BE ANCHORED IN A 6" DEEP X 6" WIDE v w ~ ~ 6" ~ TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ~ w ~ ~ U
15-20 lbs. (unhulled) ~ 4" PER FT 1/4' „ FT 1 ~ FT 1/4 PER FT o ui Q w d ~ ~ FT a o 0 o u vii
PROPOSED 2 LENGTH MIN. ~ ~ -a----~--' 1 For spring seedings, use Scarified Lespedeza seed. For late faH and
CONCRETE PLUGS FOR ALL winter seedings, use unscarified seed. Ex. MH SLAB o & wAtLS ro PIPE INLETS & OUTLETS - ~ 3 0° 1VORTH AM.E.RICAIU EE.N m
. REMAIN F R T LINE !S ° ~ ~ ~ TEMPORARY .~ITC~' L~.NI.~G
2 Annuals such as Millet Sudan rass and R e rain must be kept at 10-12 ATE HE ,Q I 9 Y9
maximum hei ht, ABANDONED. ~4 z g ~ ~ ~ 1 IHS'TAL.LATIH GUISE
- - 5 ~P ~ ~ 4' ~ N.TS. z 0
ti' RING AND GOt/£R SHALL 8E ~
USF 669-KL OR APPRO QED ~
MASONRY PLUG _ ~q PROPOSEO 1 1/2 S 9,5A SURFACE MIX- U 'AGE MIX EQUAL W/ STANDARD w
S.S. OR PLASTIC. ~ " EACH END OF WATERLINE 2 B 25.OB BASE MIX X ~ ~ LETTERING "SANITARY S£WER" °
ENCASEMENT PIPE ASSEMBLY TWO PER LENGTH OF 8" CABC STONE .L
PIPE MINIMUM ADEQUATELY ING 8c L01~ERING DETAIL EXISTING MANHOLE PLUGG DESIGNED TO MAINTAIN PROPER tv o
GRADE ~ ALIGNMENT INDICATED N.T.S. ~
TYPICAL ROAD SE i' ON PLANS SAO sECTio~ ~ w
NTS NOTES: a'a PR£-CAST GRADE RING, AS o NTS ~ REGIUIRED, MAX DF I9 u
1. CONCRETE STRENGTH 4,000 PSI MIN, Q-' a
P~ Q~' NT A NT PIPE ANGLES AND ELEVATIONS. ~ 2. REFER TO CO R CT DOCUME S FOR Q ~ i -
3. OPENINGS VARY TO RECEIVE PIPE SIZES FROM 4" MIN. TO 30" MAX.
4. 0-RING JOINT SHALL CONFORM TO ASTMC-443, JOINTS SHALL BE LUBRICATED.
SMOOTH WELDED STEEL 5. LIFT HOLE PLUGS (RUBBER) SHALL 6E INSTALLED DURING INSTALLATION. 4 ,
ENCASEMENT PIPE 6. MANUFACTURED BY D & M CONCRETE OR APPROVED EQUAL & WET CAST TYPE. 7, ENTRY SEAL TO BE MANUFACTURED INTO MANHOLE FOR POSITIVE JOINTING OF ENTRY & EXIT PIPES.
8. MANHOLE STEPS TO BE CONSTRUCTED FROM 1/2" GRADE 60 STEEL REINFORCING ROD INCAPSULATED 4 LOCATED ON DOWNSTREAM
IN A COPOLYMER POLYPROPYLENE PLASTICS AS MANUFACTURED BY M,A. INDUSTRIES MODEL PS-IP.F. SIDE OF MANHOLE
OR APPROVED EQUAL. ~4~
9. ALL MANHOLES TO BE 6' DIAMETER FLAT TOP MANHOLES WITH RING AND COVER. ~°'m'
N.T.S. 4
ADWAY CROSSING TO BE A GUARANTEED CROSSING RO
USING WHATEVER METHODS REQUIRING NO ADDITIONAL
COST TO THE OWNER, 4'-0"~ ~ 6' DIA. MANHOLES SHALL ~ '
~ 4" STEEL PIPE TO 6'- 0~ HAVE FLA r row r
W/ BITUM. COATING BOLT-DOWN SANITARY SEWER MH L(D W/ C 0 A 4 W/CAST-lN RING & CODER ~ a ~
h RUBBER GASKET AND NO VENT HOLES-
i PROVIDE PICK GROOVE AT OPPOSITE EDGES. a ~
w PROVIDE STD. LETTERS: "SANITARY 5EWER" Q Z
~ J ~ INSECT SCREEN e 4' 0 ~V
~ ~ RECESSED BRASS PLUG a ~ ~ ~
a w & CAP ~ A a. v a
~v ~d \a w ~
~ a. ~ o. a' ~ t~/ J
~ w o w 4 ~
z ~ i ~ ~
_ ~ 3" S.S. BAND ATTACHED " "d
°j 0 P1P~ ~i ~ TO OUTSIDE OF MANHOLE Q MH TOP Lf.l
Q SCµ, 4 PI4~ ~ y N as ~ " P ~•C' S~~ER 1'S~ a
y 5 (h 0 ~ S~ p
~ 45 U~pE PLUG ~ aP¢ ~IRF:D a BUTYL RUBBER ~
S REQ o pD~ P " q p MH BASE ~
~ M G~ +,M~MI 4 COMBINATION SE L ~ OM~OR % MIN WITH MANUFACTURED GROUT PENETRATION W/
o ~2 o PLUG HYDRAULIC CEMENT JQfNT DETAIL
o~ 0 a Q N.T.S. c d.
lv T ' d'
U 4" BEND 1) ALL 4" SERVICE ONES SHALL REPLACED ON MINIMUM ~ ~ P V . GRADE OF 2q UN_ESS OTHERWISE AP RO ED Qq
°o, 4" WYE CONNECTION 2} WYE CONNECTIONS TO BE USED AS STANDARD. d
o SADDLES TO BE USED ONLY WITH ENGINEER'S APPROVAL. a
SEWER MAIN 3) WHERE 4" SEWER SERVICE PIPING MUST BE INSTALLED SHEET Nq, 4. ~
o ACRbSS A ROADWAY. CONTRACT 20R SHALLIN~TALL
4" D.I. SEWER SERVICE PIPING UNDER THE ROADWAY e ~ ,~v d
4 BY BORE & JACK METHOD (NO ENCASEMENT PIPE REQ'D).
e d
SEWER SERVICE CONNECTION N.T.S. ~ PRECAST CONCRETE MANHOLE
N.T.S. N.T.S. OF CO-204
4

n ~~~f6~0 gdR VA
~
4 ~..,d ~
J ~
~~~~~~DdRt8k4'88&96@R€~~'~40
/ryry ~.~0
_v-~
Q ~ ~ r ~ ~ ~
c,~ uu ~
a~
d' h N 4
(V ~ U
dZ~~wz ~ ~
n. ~ C0
.°ao o~°
C)~~~~.
SLOTTED HOLES ~ ~ ~ ~
1 5/16 x1 5/16 FOR 3/4 DIA. ~ _ ~
BOLTS - 1 3/16"x2 3/16° FOR
4„ 1" DlA, BOLTS
VARIES 2 1 /2" ~ ` ~ ~ c
STEEL TEEL ~ ~ ~
HOLD DOWN STRAP DOWN STRAP ~ ~ "
3'-0" SEE DETAIL THIS SHT. FOR 24" I.D. & 22" 0.0. PIPE 0' TO 15 AIL THIS SHT.) o0 4 1/2" s ~ ~
2 -6 FOR 18° LD. PIPE _ ~ ~
ABOVE 15' TO 20' ~
12° THICK TROUGHOUT ~ * - 1 _6 ~ 1 4" USE S -USE STEEL SHIMS ~ ~ ~ ~
FOR 24" & 22" PIPE n. A80VE 20' TO 30' - 1 ~4", 1 ~8" & 1 1 /8" & 1 /16"
10" T ~ - I FOR 8 PIPE 14 THICK THROUGHOU THICK F ELD CK -FIELD PRDER ~
AS REQUIRED REQUIRED 1/2" THICK FdR 36"
12D E Gt': d DIA. & 34° DIA. o o~ W J w
EPOXY 3/8" THICK FDR 8°'- a°, N ~ ~ p ~
2" CHAMPHER BOLTS - 1" DIA. STEELD o~,P 24" DIA• PIPE o ~ Q
ANCHOR BOLTS - 1" ALL EDGES "
FOR 36" DIA. & 34" I DIA. & 34" DIA. MATERIAL 0 0
SEE T1PfCAL SADDLE PIPE - 3/4" DIA. FC 3/4° DIA. FOR v ~ ~ °w r w „ ~
& HOLO DOWN DETAILS ~ DIA. & 24" DIA. f I & 24 DIA. PIPE b IW- ~ Q w d ' rY d w ~ ~ v ~
N p.. ~ !J C] U to (A
5" VARIES 5" ~
,I~---~I. S,~ 4-#4 BARS, TYP. ARS, TYP.
o
~ o I U N
O ® O 0 TYPICAL PIPE SADDLE
~ _ ~ H- Z ~ a
~ ~ Q ~ m ADDLE ANCHOR TYPICAL S 1" = 1'-O" ~ v
'4 m N U d. ~ 0 „ W
~ ~ 1 = 1-0 C]
~ F j O
W
W d
4 ^ ~ C7
z U ~ ~ ~ - N M ~ to ~
om ~
z~ ~
~ a
Q ~ 0'-0" O.C. ~m M 2 u ~.C.
a ~ w 2" 2" 2" CLEAR 2" CLEAR 2'-0" 18'-
F CLEAR CLEAR 18'-0"
Z
DIMENSION "C"
" T 15'-0° - 5 9° ABOVE 15'-0" 4 4 10° TO 15'-0" #4~8 0 # #
#5 ®10" ABOVE 15'-0° ~ ~ ~
- DIMENSION "A" DIMENSION "8"
~ ~
I~
o FOOTING DIMENSIONS Ca
h PIER
HEfGHT DIM. "A" OIM. "8" DIM. "C"
0 0' TO 5' T-0" 2'-4" 10" N~ C:) lLi ~
S' TO 10' 8'-8" 3'-0" 10"
~ ~
g 10' TO 15 9'-0" 4'-0" 10" ~ ~
N 15' TO 20' 9'-6" 5'-0" 12"
p ~ ~ L~° ~
20' TO 25' 10'-0" 5'-8" 12" I
a 25' TO 30' 10'-8" 5'-9" 1'-2" ~ ~ ~
t~ . I.LI
0 - IER SUI P TYPICAL DETAIL 'IER SUPPORTED PIPE ~
0 NOT TO SCALE
ETAI LS PIER D N RETE CO C b
/2
h
0
.r+
V, tIt~.
V Tw
0 SHEET NO.
O e~"'""1
N r
a i0
W
Z
FoT-
0

CONSTRUCTION SPECIFICATIONS p4~,,~+4i~4Wp8Nf N~ b
TEMPORARY SEEDING 1) CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL DEFINITION 0~'0~ ~ ~ ~ ~
- VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING ~ ~°~+A~yy ti ~
HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT Planting rapid-growing annual grasses, small grains, or legumes to 10' MIN. 10'x10' DEWATERING u ~
PROPERTY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED rovide initial, temporary cover for erosiono control on disturbed areas. w o ~ A IN ~ :1 SID SLOPE P a J ~ B S 2 E S7"AND~RG DISPOSAL AREA. gN0~R0 SEDI~IENTA TION CONTROL ` ~ ~~e
TOP OF BANK o a
2) ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, PURPOSE %r WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE _ ~ _ ~ _ _ FOR CROSSING ~pP ~a~a o ~ , J: ~~~y \C JOa~~a F~,~,
MATERIAL PLACE THE FILL iN LIFTS NOT TO EXCEED 9 INCHES AND D~j A~~~ Cj DRAINAGE ~~TCHES OR STREAMS Q~~`~~a~o//~~,,a/ o/aao/a~/,~~. ~QO~ ~
MBA KMENT 6 INCHES TO To temporarily stabile denuded areas that will not be brought to final MACHINE COMPACT IT. OVER FILL THEE N rode fora enad of more than 21 calendar do 0 0 0 0 W T MENT. 9 P ~ a~~JO~\aa~/ \J~~/<J`G ~ ~lN ~~~~Q~u~ama a a~~
ALLO FOR SET LE DURING CONST. a~°aa° a°~ ~oaQ aaaaa
M NT. PROTECT THE Tem orar seedin controls runoff and erosion until ermanent ve etation STREAM 0 0 Q TEMP. CMP 0 0 3} CONSTRUCT TWE OUTLET SECTION IN THE EMBANK E p y g P 9 LINE INSTALLATION INSTALLATION NOTES o o" ~ )~a"a~a~a a~~~ `'n
CONNECTION BETWEEN THE RIP-RAP AND THE SOIL FROM PIPING BY or other erosion control measures can be established. In addition, it provides FLOW USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIP- i for soil rotection and seedbed re oration and reduces roblems 1. ALL STREAM CF a a a a ~ ~ ~ ~
RAP STRUCTURE AND THE SOIL res due p P P P 0 0 0 0 LL STREAM CROSSINGS SHALL BE CONDUCTED IN THE DRY. ~ o ~ ~ as IP-RAP SHALL BE SIZED -AND INSTALLED AS INDICATED ON %a' 6" MIN DEPTH o ~ a~/J,-~1a,~(~~ ~ao~``
of mud and dust production from bare soil surfaces during gonstruction. TOB 2. RIP-RAP SHALL * PLACE THE FILTER. FABRIC BETWEEN THE RIP-RAP 0 0 0 0 PLANS,
AND SOIL, EXTEND THE FABRIC ACROSS THE _ _ _ _ 3. KEY SANDBAGS EYNSANDBAGS & FILTER FABRIC INTO CREEKBANKS AND 2-3" COARSE AGGREGATE ~`'o'~~ a a~ o~
SPILLWAY FOUNDATION AND SIDES TO THE TOP OF CONDITIQNS WHERE PRACTICE APPLIES - INVERTS WHEN IVERTS WHEN POSSIBLE. ° LLJ ~ IPE SIZE AND NUMBER TO BE DETERMINED BY ENGINEER GEOTEXTILE FABRIC ° ~I
THE DAM; OR On an cleared, unvegetated, or sparsely vegetated soil surface where CROSSING I 4. PIPE SIZE AND y SANDBAGS 1 THICK #4 ON PLAN. N PLAN. TO STABILIZE FOUNDATION Z 0,.
* EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE vegetative Cover is needed for less than 1 year. Applications of this practice PIPE WASHED STONE 5. SANDBAGS POL ANDBAGS, POLYETHYLENE & TEMPORARY CMP MAY BE I"-
OF THE SPILLWAY FOUNDATION EXTENDING UP THE includ diversions, dams, temporary sediment basind, temporary road banks, DELETED ON DR SIDES TO THE HEIGHT OF THE DAM. THE TRENCH and to soil stock Iles. ELETED ON DRAINAGE DITCHES WITHOUT ACTIVE FLOW, AS DRI~GE ION ~ IRECTED BY ENGINEER. GRADE--_.__~ >2q
ST 2 FEET DEEP AND 2 FEET WIDE P P DIRECTED BY EP SHOULD BE AT LEA FTER UTILITY LINE IS INSTALLED IMMEDIATELY STABILIZE
WITH 1:1 SIDE SLOPES. 25' 15' 6. AFTER UTILITY l THE CHANNEL J HE CHANNEL AS SHOWN BELOW. ,
PREPARATION 4) CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE 40' CONSTRUCTION EASEMENT 7. BACKFILL OVER ACKFILL OVER PIPE TO BE OF NON-ERODIBLE MATERIAL ~5 PUBLIC ROAD
SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. The seedbed should be well- ulverized loose and uniform. Where h droseedin (ROCK OR STOh P ~ ~ Y 9 SOCK OR STONE).
5 ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. methods are used, the surfoge may be left with a more irregular surface of STREAM STABILIZAT ) TOP OF BANK 4MSTABILIZATION NOTES
clods and stones. POLYETHYLENE FABRIC GEOTEXTILE FABRIC '
6 ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS ON FACE (8 MIL. THICK) 1. STREAM STABILI A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF Liming -Apply lime according to soil test recommendations. If the pH (acidity) FOLLOWING SEW TREAM STABILIZATION SHALL TAKE PLACE IMMEDIATELY TO STABILIZE FOUNDATION o N _ ~ ~
1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION. he soli is not known on a ligation of round a riculural limestone at the 0 0 0 0 0 0 0 0 0 0 TEMPORARY 2 RIP-RAP STABII oft pp g g Q OLLOWING SEWER LINE INSTALLATION. INSTALLATIONa a~ N °N° o IP-RAP STABILIZATION STONE SHALL BE INSTALLED FLUSH ~ ~ ~
- STONE DAM WITH THE EXIST 7 CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM iMDTH, AS rate of 1 to 1 1/2 tons/ogre on coarse-textured soils and 2-3 tons/ogre on fine 0 0 0 0 Q 0 0 0 0 0 0 Q 'ITH THE EXISTING CONTOURS OF THE STREAM, SO THAT 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE ®I ~ Z 0° ?
STREAM SHOWN ON THE PLANS, WITH 2,1 SIDE SLOPES EXTENDING TO THE TOP textured soils is usually sufficient. Apply limestone uniformly and incorporate into - THERE IS NO "t 4ERE IS NO "DAM" EFFECT. ON THE STREAM FLOW. FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR POSITIVE DRAINAGE. ~I ~ ~ ~
OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE FLOW ,_~)ii TEMP. PIPE, SEE LOCATION IN Pt~'AN FOR SIZ W ET STRUCTURE AT A MINIMUM OF 21 the top 4-6 of soil. Soils with a pH of 6 or higher need not be limed. 2. IF THE SLOPE TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A RIDGE, 6-8" NIGH o ? ^ o
SIDES OF THE SPILL AY OUTL INCHES, THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO 18° WITH 3:1 SIDE SLOPES, ACROSS THE FOUNADTION APPROXIMATELY 15 FT FROM p ~ ~ v ~ EXIST. CHANNEL SLOPE 0 THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE PUBLIC ROAD. ~ _ ~ X ~
ASSURE DESIGN CAPACITY. Fertilizer -Base application rates on soil tests, When these are not passible, MIN,
apply a 10-10-10 grade fertilizer at 700-1,000 Ib/acre. Both fertilizer and lime EX. INV. 8 MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED 'n r orated into the to 4-6" of soil. If a h daulic seeder is used do CREEK 10' MIN, CROSSING VARIES 0 3, PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ~ ,RTES 0 I EXIST, CREEK WIDE 0 ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED. ~ _ ~
should be I co p p y ~ PIPE C MIXTURE OF STONE WITH A D50 SIZE OF 90 INCHES (CLASS B EROSION not mix seed and fertilizer more than 30 minutes before a lication. 4, PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE ~
CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 PP SANDBAGS INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMALLER 0 0 0 0 0 0 SMOOTH AND SLOPED FOR DRAINAGE. Z
STONES WORKED INTO THE VOIDS OF THE LARGER STONES, THE STONE MAINTENANCE SYNTHETIC FILTER 6" X57 STONE OR 5. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT
SHOULD 8E HARD, ANGULAR, AND HIGHLY WEATHER-RESISTANT. FABRIC FlLTER FABRIC TRAP OR BASIN. EXIST. CREEK
Reseed and mulch areas where seednn emer ence is poor, or where erosion aorroM suRFn 9 ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS g g BOTTOM SURFACE RIP-RAP uNINC, 6. INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. ~r
) occurs, as soon as ossible. Do not mow. Protect from traffic as much as DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE P 5TONE SIZE VARIES
CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR passible. THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET MAINTENANCE:
SECTION FLUSW WITH THE SURROUNDING GROUND ANd SHAPE THE CENTER MAxIMUM PLACEMENT of POST USING HoGwIRE ~nTh 1. INSPECT ENTRANCE/EXIT PAD AND SEDIMENT DISPOSAL AREA AT LEAST WEEKLY AND VARIES (SEE PLAN) „ ~
TO CONFINE THE OUTFLOW STREAM. SEEDING RECOMMENDATIONS FOR IMMEDIATE STABILIZATION APPROVED ERGSiON CONTROL FABRICS Ta BE 10 FEET. 2' SIN, AFTER EACH SIGNIFICANT OR GREATER) RAIN EVENT OR HEAVY USE. ~
MAXIMUM PLACEMENT OF PCST 'MTHOU7 HOG 'MRE USING - 10 DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE COMMON NAME BOTANICAL NAME SEEDING RATE OPTIMAL PLANTING DATES APPROVED EROSfoN CONTRGL FABRICS Ta Bf ) F~ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. ' '
BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. Ibs/acre MOUNTAINS PIEDMONT COASTAL 6 FEET TO 8 FEET APART. POST CONTRACTOR SHAL lNS1~LL 0 0 ~ SEWER LINE DURIN DRYS. TOPDRESS WITH CLEAN STONE AS NEEDED. a"
1'I STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT SILT-FENCE T-FENCE a° a ° 8 sILT-FENCE WEATHER ONLY. R -RAf~ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROAD. i1~C sn ~ ER HOG WIRE 8 OVER HOG w~1NG SHALL BE ! STALL~p
) RYE GRAIN SECALE CEREALE 40 lbs. 11/1-4/30 8/15-4/15 8/15-4/15 DEPENDING ON FlLL SLOPE, OVER HOG WIRE SEDIMENT POOL AND DOWNSTREAM FRAM THE TRAP IMMEDIATELY AFTER 1MMED>rATELY FocL Nc 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. ;M
CONSTRUCTION. WHEAT TRITICUM AESTIWM 30 lbs. 11 1-4 30 8 15-4 15 8 15-4 15 FABRIC 36 INCHES !N WIDTH (MUST MEET ENGINEERS i / / / / / SPECIFlCATIONS FOR ERASION CONTRaL) PLACEMENT OF LlN . R/P-RAP ST©NE A 0
MAINTENANCE
GERMAN MILLET SETARIA iTALICA 10 lbs, 5/11-9/30 5/15-8/15 4/15-8/15 sraNE #4 WASHED STONE Ta BE PLACED 12 INCHES OF S/ZEEINDI~ATED ON PLANE E~~~ ~~I~Y Y EL ~ N ~ ~ ~ o z~~
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT DEEP AT SILT FENCE RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL TOP VIEW SHEET AT LOCAIT OF T CHANNEL CROSSIN Its p g~ p ~ Q
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN BROWNTOP MILLET UROCHLOAS RAMOSA 10 lbs. 5/11-9/30 .5/15-8/15 4/15-8/15 HDG'MRE
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE METAL FENCE POST DESIGNATED DISPOSAL AREA AND REPLACE- THE CONTAMINATED PART OF THE SILT-FENCE SILT-FENCE METAL n' c'y ~y
GRAVEL FACING. SUDANGRASS SORGHUM SACCARATUM 15 lbs. NR NR 4/15-8/15 ~ ovER HOG wiRE DIVER HOG WIRE FENCE POST AVER HOCEWIRE i V • J • U ~ W y z ~
S. BICOLOR SSP. DRUMMONDI 1.5 Fr M CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. MiN ~7 W ~ U J >
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A KOBE LESPEDEZA KUMMEROWIA STRIATA 10 lbs. 5/1-9/1 5/1-g/1 5/1-9/1 2'' z ' X LY Q W ~ T U ~ STEEL PO5TS a. ~1 © o U c0 va
INIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT, A , ~?ow 1.0 FL t M A V. KOBE M ~ ~ CONSTRUCTION SPECIFICATIONS 8' oc MAX STANDARD STRENGTH FABRIC
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY BOVE DESIGN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE f. CONSTRUCT 1Nf SEDIMENT BARRIER DF STANDARD STRENGTH Vri1H WIRE FENCE m
KOREAN LESPEDEZA KUMMEROWIA STIPULACEA 10 lbs. 5/1-9/1 5/1-9/1 5/1-g/1 SONTROL STONE c0 STRUCTURAL STONE REPLACED IMMEDIATELY. C 1,5 FT. OR EXTRA STRENGTH SYNETTC FiL1ER FABRICS B' oc MAX EX1RA STRENGTH FABRIC MIN. 2. ENSURE THAT 1HE HEIGHT OF 7Hf SEDIMENT FENCE DOES NOT W7IHOUT WIRE FENCE
6" ~ N AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY EXCEED 24" ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH FRONT VIEW IMPOUND VOLUMES OF WATER SUFf1ClENT TO CAUSE FAILURE OF ~ THE STRUCTURE.} STEEL POST WIRE FENCE ~
THE AREA TO BLEND WITH THE ADJOINING AREAS ANp STABILIZE PROPERLY. CROSS SECTION J CONSTRUCT THE F.~LTER FABRIC FROM A CONIINUDUS ROLL NOTE: CUT TO LENGTH OF 7NF BARRIER TO AVY1/D JOINTS WHEN JOINTS d
RIP-RAP H ADWALL E STRUCTURAL STONE SHALL BE ARf X ~ ' NECESSARY, SECURELY FASTEN 1HE FILTER CLOTH ONLY AT A a U
EROSION CONTROL PROCEDURE ~ TEMPORARY STONE OUTLET LET (CLASS "B° STONE FOR EROSION SUPPORT POST N97H 4 FffT MINIMUM QGERLAP TO THE NfXT ~ u)
1 MIN HEIGHT FROM The CONTRACT 2or shall conform to all requirements of the soil CONTROL PURPOSES POST. W 4. SUPPORT STANDARD STRENGTH fTL 1ER FABRIC BY W9Rf MESH c~v ~
nd erosion control laws and re ulatians of the ROAD EDGE N.T.S. sedimentation a g FASTENED SECURLY TO THE UPSLOPE SIDE OF 1HE POSTS I EXTEND THE WIRE MESH SUPPORT TO 1HE BOTTOM OF THE ~ C
State of North Carolina as established and enforced by the TRENCH. FASTEN 1Hf WIRE REINFORCEMENT; TFIEN FABRIC DN THE p "
Lond Quality Section of the North Carolina Department of FILTER BERM Environment and Natural Resources. These requirements UPSCOPf SIDE OF 1HE FENCE POST. W9RE DR Pli4S1TC ZIP TTfS PLASTIC OR a a SHOULD HAVE A MINIMUM 50 LB TENSILE STRENGTH. WIRE TIES
shall include ':but not be limited to the following. FILTER BERM '-0 MIN 5. WHEN A W/Rf MESH SUPPORT FENCE' IS USED,' SPACE POSTS A b ' ~ MAXIMUM OF APART: SUPPORT POSIS.SHOULD BE DRI LIEN ~ ~ ~~i,1 p
NCDOT 5 OR 57 5 1. All denuded areas ore to be seeded and stabilized , , SfCURLYINTO THE GROUND A MINIMUM`OF24: i-
Lion of an hose of radin . 1 3 <u within 15 days of comple y p g g WASHED STONE 6, EXTRA STRENGTH FlL1ER FABRIC WITH 6' POST SPACING ODES o ~ ~i\~ BACKFILL 1RENCH AND > NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURLY FASTEN-THE I COMPACT THOROUGHLY u.l - cv J ~ `ti.
i t of varable for seedin or other Should conditions ex s u a g ,r~f~'~~~ EX PIPE a_ FILTER F,4BRlC DIRECRY 70 P05TS WIRE OR PLAS]7C I/P T1E5 a 4° ~ SHOULD HAVE MINIMUM 50 LB TENSILE STRENGTH.
intended ground cover, mulch and tack application as p 0 s ecified below will be required. 0 ~ ~ ~ ~ #57 STONE 7. EXCAVATE A TRENCH APPROXIMATELY 4" W10f AND DEEP
P im rovernents shop be maintained re aired ~ z 0 W ALONG THE PROPOSED LINE OF P0515 AND UPSLOPE FJPOM 1HE BARRIER.
2, All erosion control p p 0 ~ . 0(~ ~ ~ 0 PIPE ~ 5-o MAX and kept working until agceptance of project, ~ ~ 0 0 OJ ~'-O MAX 8. PLACE 12" OF THE FABR(G ALONG THE BOTTOM AND THE SIDE MAINTENANCE OF THE ]BENCH.
0 0 - cn 0~ 9. BACKFILL 1H£ TRENCH W77H SOIL PLACED OVER TH£ fIL TER f. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
W ~ 0 _ ~0 N ~ o Q ~ CrJCQ FABRIC AND COMPAGL 1HOROUGH COMPAC770N OF THE BAGKF/LL AF1ER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IS CRIflCAI TO SILT FENCE PERFORMANCE. IMMEDlATE1Y
N TRUCTION = 0 ~ ~~,T ~.~:~r; 0 SEQUENCE of COS 0 Od' ~~r: ~ f0. DO NOT ATTACH FILTER FABRIC TO fXlS77NC TREES 2 SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECT1l~ REPLACE /T PROMPTLY.
~\~~~n .ter a,~ ~ BOTTOM STREAM CHANNEL 1. Obtain radin ermit at re-construction meetin on site. ~fi~r ~~~1 ~~r.~r c g g p p 9 ~.5 .tr\,l,`l~ ,r~~ EMERGENCY BY-PA~ CROSS SECTION ENCY BY-PASS 3 REMOVE SEDIMENT pfPOSITS AS NECESSARY TO PROVIDE
` 2. Install stabilized construction entrance/ 6 BELOW SETTLED ADEQUATE STORAGE I/OLUMf FOR 1Hf NEXT RAIN AND l0 OW SETTLED REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AV0I0
mud ramp at all construction entrances. » CLASS B TOP OF OAM OAM UNDERMlN1NG 7Hf FENCE DURJNG CLEANOUT. 4.RfMOPE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
3. Clear site enou h to install erosion control devices. PAN 4 L SECTION 9 4. Install sediment and erosion control devices. RIP RAP ft DEPOS/75 AND BRING 1NE AREA TO GRADE AND STABILl2E !T Af1ER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY ,,.f (O~
5. Clear and grade site. o o min. o o J~, STABILIZED,
_ fi. Install drains e s stem. CONSTRUCTION SPECIFICATIONS `/i; 9 Y MAINTENANCE ~i o 0 0 0 0 0 0
Protect all drains a structures. 1. AR 1H AREA OF ALL DEBRIS THAT MIGHT HINDER ~~/r` 0 0 0 0 0 0 0 0 0 0 0 g CLE E T, INSPECT ROCK PIPE INLET PROTECAON AT LEAST ONCE WEEKLY / P~ Y SI'
Maintain and clean erosion control facilities throughout EXCAVATION AND DISPOSAL OF SPOIL. AND AFTER EACH S/GNTCANT INCH OR GREATER RAINFALL 0 0 0 0 0 0 0 0 0 0 /~j
durotion of project. 2. INSTALL THE ctas5 e' RIP-RAP IN A SEMI CIRCLE AROUND EVENT AND REPAIR /MMEDlAIELY. REMOVE SEDIMENT AND J THE PIPE INLET 1NE STONE SHOULD BE BUILT UP HIGHER ON 0 0 0 0 0 0 CLASS B fv 9. Seed site. RESTORE 1HE SEDIMENT STORAGE AREA TO !T5 ORIGINAL i EACH END WHERE lT TIES INTO THE EMBANKMENT. THE MINIMUM DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULAIFO TO NATURAL o 0 0 STONE - CLASS B N , T. S.
O. After all areas have been stabilized, remove all CREST WJDTH OF 1NE RIP-RAP SNOUID BE 3 FEET, WI1H A ONE-HALF 1Hf DESIGN DEPTH OF 1NE 1RAP, PLACE 1HE GROUND p M/N/MUM BOTTOM W1D1H OF ff FEEL THE MINIMUM HEIGHT SHOULD •~~//i/i~n~//~ STONE ~
temporary erosion control devices. 8E 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF SEDIMENT 1NAT 1S REMOVED IN 1HE O1S/CNATED DISPOSAL AREA PIPE OUTLET' TO FLAT, PIPE OUTLET TD WELL-DEFINED ~ ~.1 ~
1HE EMBANK~f ENT OR DIVERSIONS, AND REPLACE THE CONTAMINATED PART OF 7NE GRAVEL FACING STONE S E C TI O N i J A 1 FOOT LAYER OF NC DOT ,~5 OR #57 STONE SHOULD Bf 2. CHECK THE STRUCTURE FOR DAMAGE, ANY RIP-RAP DISPLACED NON-DEFINED CHANNEL NOTES CHANNEL
°j V INS PLACED ON THE OUTSIDE SLOPE OF 1HE RIP-RAP. FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. a GENERAL MAINTENANCE PRO ISO 4. iNf SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND 3. AFTER ALL IHf SEDIMENT PRODUCING AREAS HAVE BEEN
N I OF S NE HORSESHOE 18" BELOW NATURAL PERMANENTLY STABILIZED, REMOVE THE SIRUCIURf AND ALL THE USE 2 TO 15-INCH STONE (NGDOT CLASS A OR B EROSION CONTROL ST( Inspect temporary erosion contra) devices after each period 7NE OUTSOE 1NE TO UNSTABLE SEDIMENT. SMOOTH 1HE AREA TO BLEND WITH THE CONTROL STONE. ~ ~
5 AWNEN 1HE CON1RlBU]ING DRAINAGE AREA HAS BEEN ADJOINING AREAS AND PRONDE PERMANENT GROUND COVER. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE of significant rainfall. Check devices for rills, erosion, or srae~UZfD FILL DEPRESSION AND EsraeusH FINAL GRAD~NC ABUTMENTS A MINIMUM OF 18 INCHES TO AVOID WASHOUTS FROM t'OND THE a I APRONTHE LENGTH OF RIPRAP a~ C~a~a ® ~
g° peeing. All areas should be stabilized within 15 working days ELeuAnONs, COMPACT AREA PROPERLY AND sTABIUZE WITH OVERFLOW AROUND THE DAM. FROM a a a a 2. d=1.5 TIMES THE MAXIMUM ~ RL
` h area. Denuded areas shall not exceed GROUND covER after construction m t at CONSTRUCTION SPECIFICATIONS 3~o A oa~aoaoo A STONE DIAMETER BUT NOT LESS a ~an~ ~ ~ 0 aa0 D THAN s'. A aka a A
~ 1000 linear feet without seeding and stabilization. All areas THE PLAN ON A 3. IN AWELL-DEFINED CHANNEL ~ I
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON damaged prior to establishing permanent stabilization shall be FILTER FABRIC FOUNDATION.
immediately re-established. 2 KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURE dp ~a~a~aQa CHAN ~ L BANKS OTO AN ON THE ~ ~ ~ ~ )SLOW NATURAL ~ ~~a~~a ELEVATION OF 6" ABOVE THE aoa~~a ~ cry
3 N.T.S. b Additionally, the following items shall be performed in GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. a aaa MAXIMUM TALLWATER DEPTH OR aOa~a
0 occordance with the specific construction details on this q„ 3, EXTEND STONE AT LEAST 1.5 FT BEYOND THE DITCH BANKS TO KEEP IKS TO KEEP PLAN TO TOP PF THE BANK, QD ~Q(~~ Q=
~ sheet; OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT REENTERS THE NTERS THE WHICHEVER IS LESS. PLAN (~a~Qa~~[} J
oa 1. Sediment basins and inlet protection devices shall be CHANNEL. 4. A FILTER BLANKET OR FILTER La FABRIC SHOULD BE INSTALLED
cleaned when sediment has accumulated to one-half of the MAINTENANCE
m design -depth of the device. The sediment shall be placed o in the dis osal area or a lied to the land area. An CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT AND :DlMENT AND BETWEEN THE RIP-RAP AND
is P Pp y RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TD ABOUT gravel facings contaminated by the sediment shall be replaced TD ABOUT = = = e = ~ III=III=1 SOIL FOUNDATION. -La ~
o ONE-HALF THE DESIGN VOLUME. SEDIMENT SHOULD BE PLACED ABODE Th g with clean gravel. BAS/N AND ADEQUATELY STABfL/ZED. 'ED ABODE THE =III.III=111=111=III Ball - Ilr,;,lll~i~l~~ ~ II.111;111;111;111„11;111-11 = _ _
° 2: Ri -ra ,silt fence, and earth berm diversions shall be p p CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT SPLACEMENT SECTION A-A FILTER
ins egted for erosion, dis lacement, breaks, overruns, and WEEKLY AND AFTER EACH SIGNIFICANT /2 /NCH OR GREATER RAINSTORM c, P P ~ ~ RAINSTORM BLANKET ~~III III Ill ~ X11 I!I .I~.dlll=III-III=
excessive sedimentation, These damages shall be repaired AND REPAIR IMMEDIATELY III III 1 ~ _ ~ ~ !11 lil=_=IIIcIII=III-III III=III=III=1fl=III= - ~ _ _ - -1lI=1!-I=111=III=III=
ca by returning the device to its design condition. REMOI/E THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AF7 EDlA TEL Y AFTER 11=III=(_11(11=III=~T=(I1-1 ~ Hi=1fl=11k111=_=III=111=III=III=
3. Seeded areas eroded riar to ermanent stablizotion shall THE CONSTRUCTION S/TE HAS BEEN PERMANENTLY STABJL/ZED. SMOOTH Tf o p P J. SMOOTH THE TABlLlZE. ALL FILTER SHEET N0. I
be regraded as necessary, reseeded and mulched until a BASIN SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. ALL ° suitable surface is achieved. WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN PRIOR TO L N PRIOR TO DAM R9p_Rhl ~ . SECTION A-A BLANKET
r REMOVAL. SEDIMENT SHOULD HE PLACED IN DESIGNA ILL) UI57--lUSAL AKLA5 fJUSAL AKtAS .
a AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE WAYS DURING A YS DURING N.T.S. B I
W STRUCTURE REMOVAL.
Z
OF CO-204
N 0