20091356 Ver 1_Site Plan_20091231

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Q ~ n ~ ~ ~v~ _ ~ s.. r t_w ~ u of ~ ~ ~ j' ; ~`~o ~ 2301 REXWOODS DRIUE
~J 'i ` Y, u.VOal. (..+~vT I~r2J.:A I~?~~~ : ~~I ITS OF ~ z~ surrE ~
_ ~ 4 ~l ' ~ ;:Q 1 \ ca STRUCTION 1 RALEIGH, NG27807 ~ ~ , ~ PHONE: [phone]
~ I NEUSE RIVER BASI,~N.--~° FAX:[phone]
v~~~~~ ~ ~ ~ ~ ~ ZONE 2 NCBELS#F•0879
~ ; '1 , ~ ; E - ~ ; I f a ` V'~ \ ~ I ~ ~ , ~ o ~ CONTRACTOR SHALL ALL ~ `~.~o~~, ~ -r,r~2o~.,~~` ~ I
~ ' ~ ~ ~ / ~ ~ l ~ ~ t, REMOVE AND PROPERLY t ~ a~' ~ ~ ~ ~\ti r"~ OPERLY , _-coa~- . ~v ~~i`ti~ ~~~T;
1 ; r ~ ~V~',,~~40 ;DISPOSE OF CONCRETE )CRETE ® ~ ~ a
1 ~ 1' 4 STREAM IMPACTS ~~T ` 't ,~o\~ HEADWALL ~r 1 ,r o ~ ~ ~
1 ~ ~ , V A ( ~ t PROJECT LOCATfQ ~ 58.27 LF OF 8 RESTRAINED ~t ~ ~ ~ ~ /'1 w<~ ~ ~ ~o ` r r ~ JOINT DIP WITH 30 LF OF ~ ~ \ ~ ~ ~ ~ ~ ~ ! _ .
E ? I ~oeeemeeeeeeee®~ ~ „ I~ ¦ ,n ~ ~A ~ ~:~n'Rt ~ 1 ~-r' . ~ ~ ! 1 1 ¦ ~ 16 STEEL ENCASEMENT ° < ~ u~ ~ ~ ~ `
s" ~ C i
~
! 9 REMOVE AND REPLACE ~ , ~ ~ s~ ~ ~~s~ ONNECT ° ° ~
~ 9e®eee¦eeeeeeeee r - n~_ ~ . ~ GUARD RAIL - ~.C, ~ ~!u~~^. t ,'r- '
i T.,~ -2Q7.'~' ~ : ~ a \ ~ I„-.~~0 ~ U ~ r ` to SEWER (TYP) ~0 i ~ . I~ ~ - NEUSE RIVER BASIN
i t rl ~ ~ ~r u r X19,--~' __it,~ ~ ~ ~ ~t t. ZONE 1 ~.-°~;-~i~-.~-~-~-~
~ ° l IEEE: ~ ~ ~
l G` rM ~ ~ J ` ~Id=t 200,~~ , ,~Q r f ,
~r ~ s j. L1J ~ ~ / ~
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/ J.; ~ ~ ~ P OVDE NEW. NCRETE ~ „~-nr;- r I ~ U i D D D r" n.rs.,~7r11L ~ ~ ~ ~ ~ R ~ NA D REPLACE ~ J ~ ht
~ ~ / r ~ CURB &,GU R ~ ~ ~ ~ ~ D , ~s~,~, ~ c SRO RAIL ~ \ ~ Q ~ z
LEGEND n N ,c~. REMOVE AND REPLACE U x Q ~
w,,,0 " ~I~O i..-1' 7<.~lJ 1 I Y l ,-J ';~fr'^' 1 F~ ~j ~ ~o~ CLASS 1 RIP-RAP (TYP) w ~ , \ ~ z~x` w
aemeeeeeems ~ ~ ~ ti ~ ~ ~ ;~i/ ~ 1 ~r~`" ~ ¦ ¦ ~ D _ ; ti91,. u ~ _ r.5~-arts r~ ~ `~'~s °~~o`~oz~ SEE ~~IEET C-18 ~ ~ ~ Q
SITE NEUSE RIVER ~ 'c < ~ ~ ~ ~ = ~ ~ ~ > N.T.S. ¦ ¦ ~ ~ r,, r~ _ , J , , y, ~ ~ ~ ~ ~ _ ~ aC
9eennneee~ ,,,,.~5 a r 3 } r~/ r c r' ~s ~r,~~ BASIN ZONE 2 f ~ ~ - ~ ~ ~ ~ r
100 TQP-207..-i6' ~ %p,, ~ ~ ` ~ ~ ~ r'
~ ~
SEAL ',e~aernuo~ee~o®eI,
BU FFER~-~91 PACT B 1 ~ ~ ~ r2 a _ j~'"'`~~ vv
c,~, ~ \l, ,~~'°~~~°C'~'R~~i~o
x~n ~ ~Y '+.i gyp` l~.
~'y Irv ~ _ ~ APPROXIMATE TOP OF BANK ° °
G 5` SEE _____~-n~.u ~ ~ AERIAL CONCRETE PIER :PIER SEE HORIZONTAL (PLAN) os~orn~
'TnP~2C7.16' . DETAILS AND GEOTECHNICAL TECHNICAL f R
~ i~~~ ~Pd.203.6? CONNECT TOs EX. ~ ,~,5 SUBSURFACE REPORT (TYP)- ~ °20' Ir` ~ ~ ~ SANITARY SE:R TYP 'ORT (TYP)- ~~jµc~~~ ~ c~~~ sq~ GRAPHIC SCALE ~~.,1 ..r...~•(•~~~,,'.
\ i~ lI r ( ) ~ , ~?E r . i`03.46' ~ ~F~ ~3C~~: ~ t~S'7 ~U~ ~~5 ~o o s ~a sa ao
R,a Te..
NEUSE RIVER . *9n~~-~ - BASIN ZONE 1 L? t'T~~Q~~~~.~ ~ KEY PLAN
IAi FEET)
215 1 i inch = 10 ft. ~ Li~~i~ ~ ~ ~
C
NOTE a; +?n NOTES:
BFE APP OXIMATELY 214.0' _ e__._ _ 1. ~ 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. 1 2. THE PROJECT IS LOCATED ON FEMA FLOOD MAP NUMBER 3720170500) DATED 5/2 f 2006 AND IS LOCATED IN A 100 YEAR t"a1+TtA~~~®
F FLOOD AREA. ZONE AE.
3. HORIZONTAL AND VERTICAL CONTROL IS (NAD 83) WITH VRS, GPS OBSERVATION YIELDING VALUES OF:
(NAD 83) (NAD 83)
~1 N=755658.36 ~2 N=755627.00 SCALE
E=2110154.47 E=2110062.32
ELEV=206.64 ELEV=207.16
F POINT #1 IS A SANITARY SEWER MANHOLE LOCATED APPROXIMATELY 23.67° WEST OF LIGHT POLE, 16.5T SOUTHWEST OF
210 1 SOUTHWESTERLY CORNER OF CHESWICK DRIVE.
POINT ~2 IS A SANITARY SEWER MANHOLE LOCATED APPROXIMATELY S71°11'47"W 97.35' FROM POINT #1. ~ ~ ~
~ 4. 4. CONTOUR INTERVALS ARE 1 FOOT.
r~ c~ a~ 5. [ 5. DASHED LINES ARE NOT SURVEYED. PROPERTY LINES ARE BASED ON WAKE COUNTY GIS AND WERE NOT SURVEYED.
EX GRADE a ~ 6. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING SEWER DURING CONSTRUCTION.
~ . ~ N 7. 7. A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED TO PUBLIC UTILITIES PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE PEAK DAILY _
"~''C7 - - - ~ _ c:> ~ F FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. THE CONTRACTOR SHALL SECURE PUMPS
FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION. PUMPING OPERATIONS MUST BE MONITORED 24
HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION BY QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS
I ~ EX. MANHOLE (TYP) OR FAILURES. 100% REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS ARE TO BE
I I CONNECT TO EX. I ~ 30 F OF 16 I CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS.
8. E N~ITA~R~S ~ 8. ENCASEMENT PIPE SHALL BE A MINIMUM OF 3' ABOVE BOTTOM OF STREAM BED.
I ~ I I 9. I ~ / F 9. CONTRACTOR SHALL CONTACT FALCON ENGINEERING (OR OTHER LICENSED GEOTECHNICAL ENGINEER) PRIOR TO CONSTRUCTION
205 I I 2 1 / I 10. F FOR SITE VISIT AND FOUNDATION LOCATION INVESTIGATION. 10. HORIZONTAL NC GRID (NAD 83) AND VERTICAL CONTROL (NAVD 88) IS NC GRID OBTAINED BY OPUS, GPS OBSERVATIONS.
1 I 11. L 11. LEGEND AND GENERAL NOTES ON SHEET C-02.
~I I I 12. [ 12. DISTURBED AREA = 0.077 ACRES.
I 13. E I 13. EROSION CONTROL SEQUENCE ON SHEET C-23.
( I 14. E I I 14. EROSION CONTROL DETAILS ON SHEET C-22 AND C-23. No. DATE BY Description
I I REVISIONS
I I
[ 9, ~x. ot~ I I r P g J DRAWN BY MWW, JRS
I ~ p,INE`D J I fir.: P.ESTR UiIUTY INSTALL4110NS AND OTHER PUBLIC FACILITIES, DESIGNED BY MWW, JRS
I ' - - ~ ( r___ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE P U b I I C JLL
CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY CHECKED BY CODE. THESE FACILTIES HAVE BEEN APPROVED BY THE Sewer Collection f Extension System
I I CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A DATE DECEMBER 2009
200 I I A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC The City of Raleigh consents to the connection and extension of the Citys public sewer system os shown on this plan. The materioi and
I SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR Construction methods used for this protect sholl conform to the TITLE
II TO FINAL ACCEPTANCE. standards and speciflcations of the City's Public Utilities Handbook.
I SIGNATURES: City of Raleigh 1
L Public Utilities Depariment Permit
TRANSPORTATION SERVICES Authorization to Construct
~ ( PUBLIG UTILITIES I L
~ / Dote
CONSERVATION ENGINEER
A - ~i PLANNING ENgNEER
PROJECT NO. 50015014
1 195 ~
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GRAPHIC SCALE GRAPHIC SCALE
SEE GEOTECHNICAL SUBSURFA E REPORT 20 0 10 20 40 w 2 0 t 2 4
DITPONA~: - E?E LER - xo SEE DETAIL SHEET C-04 1
uo=03
( IN FEET) ( IN FEET ,
10+00 1+5 11+0 1 inch = 20 M 1 inch = 2 ft
SHEET NO. 3 of 23

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r`-~~~ \ ~ i--- ~ 1 ~ i~ v;~~~~~ ~ , , ~9~ TABILIZ - ~S ~(ITH CLASS
~ ~ , NEUSE RIVER \ ! IP-RA 5~E SHEE'~ C=18 , 7~ /ti ~ ~
~ I ~ ~ 1 BAS~N~ONE 2 _ ~ ~ - , ~ ~ ° F i ~il Dewberry & Davis, Inc.
~ I ~ ~r ' ~ Q z' ~ ~ t f z r°~ n ,a`~~"°~ ~1 ~ icy, 37~.a i~' c ~ 2301 REXWOODS DRIVE
j, ~ ~ : t JJ / / r~ i- ~ SUITE 200 ~,~-.,.~T~
j ~ r' f 1 /F.--~`'~ `t j~v i j ~ V ~O'~ ~vY j~ I4 5 []fib ~f r„ f ~ / ~ ! r PONEH9N9.8818.09939
'0 ~ Q A r~('"' ~ ~ ~ FAX: [phone] ~ / 1~' 4 ti~ NCBELS # F~A679
~ ~ .r~ 1 r_~ 4 ~r ~ 4 TGr-~~~3.~7 / / i ! ~ C NSTRUCTION ENTRANCE P D : ~ ~ E 1 i i ~ 0 T, ~ ~ ~
t ? ~ ~ ~ - , , L, 1 l ~ ~ } ~ r ~ 4 ..,~u.,.; ~ 'i c' ~ ~ COf~TRACT,~I~A L` MOVE EXISTING ~ ~ ~ONC"R, , AND D~S~SE OF PROPERLY
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~ ~ ~ t 1 ' ~ REPLACE--- ° ~ =e ~ t r
~ ~ ~ C ~ m x ~~RD RAIL ! ' r I i ~ ~ - J ~ 1 ~Jt ~'Z ~ ~ f ~ f 1 F ~ v~0 z, a , f ~ ~ ~ f.
~ , ~ ~ 1 ~ , ~ ~ ~r ~ f~ 1~ ~ ~ ,,,r /
N l 1 ~ ~ 1 ¦ t ¦ 1 Q ~ a y.~ ~J ~ t / ~ {
t' PROJECT LO~AIION % t n, _
x / ; ~ t~, i' r ~ ~ ~ BUFFER IMPA '"B2~ ~ ~ ~ - ,"~u ? ~ ` r ~ ; T P " n(p~389.5' ~ . ~ _ _ .
i~~ G{' .rte i~iil7 ti.~r7 ~~>C ~ ~ ~4,~ 83.31 LF OF 8" RESTRAINED x
.r ~ r•-_.1 / \ / ~.1 ~ ( / v~ / ~ i ~ p r ~ I ~ ~ ~ ~ ~ ~ JOINT DIP WITH 32 LF OF . ~ ~ r l ~ ~ 9, t ~ 16" STEEL ENCASEMENT
r ~ ~ / l 1 / ` i. ~ ~ ~ ~ r / 1 I - APPROXIMATE 'fOP OF BANK ~ , " ~ r ~ ` ~ ` FER IMPACT
.r' ( t E r ~ ~ NEUSE RIVER ' R f ` 1 ~ ~ ~ i ~ ' v~` BASIN ZONE 1 i A ~ / / ~ u~, ~ l ' ~ ,n ~ ~ T g ~ N
~ C ~ ~ , - ~ ! R 1 ~ ~ ~ /r I ~ OSSR ~ ~ / r/ i
GADS ~ 1 - n ; , ~ ' ! / e` I
r
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- _
LIMITS OF CONSTRUCTION 1 } ~w,
,f' / 0
LEGEND h ~ / f
a®~®enaieue ~ ~ r r ~j ~ #2 'r'at NEW TREELIN~'" FUSE RIVER BASIN ~ ~ ~ ~ ~
~rTTrr~~ ® STREAM ~~IPACT S2 / / ~ ~ / ~ / ~ ~ ~ y - ~~a L.I. ~ ~ ~ ~
S11E ~ rya"~ ~t~, t";€"~ ~ 5,~ ,1"} ~ 7~ r ~ , , n ~ ¢-4 T-i ~ ^r i ~ N.T,S. m ~~.~~.~~.~.~a.=i.~~~ ~,~u.~...~.~a.._:y=r~~h, ~.r.=~~.~~.~~,~.~>~~.~~~~° r
1' {'rPYS r:;'~i: i1r'.~:;m i'•^r. '~1~e1 f 3,fL..:J ~~.e ~'J s~. t.: `v'1 r'~.+v _w3! / ` / ~ f ~t
~ / / ~ If ~ ~ CONNECT TO EX. f~,~~' ~
~ / ,
ti, ; ~
I ~T / ~ ~ / / ~ ~ / / -r" SEAL Op~u~nu~0°
~i 60 PUBLIC R/W F - ; ~ f` ; ~a ~easae• °I
<z / t <@~ i f ~ ~ APPROX ATE ..'~°~f,~~T ;°O~~o~ESSJO~~~~,'•.~s
/ / ~ TOP 0 BANK ~ . ~ 9 .
! /
I J su' UJ r'`~2J~ ' ~ ~I~Fi~ ~~+~V
~ i' REMO E AND REPLAC.E'~LASS I w' ~ NEUSE RIVER BASIN R'•F/°°••FNGINEER.•°°~••°
f AERIAL CONCRETE PIER SEE DETAILS ~ ;EE DETAILS N'D RIP AP SEE SHEET C~-18 ZONE 2 °'•;®~Af~~s~
GEOTECHNICAL SUBSURFACE REPORT CE REPORT TYpp}~ ~ °~~dumet~~~~
' _~f HORIZONTAL (PLAN)
Iii r (V GRAPHIC SCALE KEY PLAN
~o o s ~o xo ~o
~ ~ 390 C 390 ~ o ~ , ~
,~M1 ~^`i !f
(IN~'1')
~ ~ z ~ 1 inch = 10 ft.
~n`Z' - III
~ I I
_ _ - ~ _ ~ I I NOTES:
II ~ I ~ l I 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND SCALE
_ - _ - - ------l-l---I- I I ~ II ~ SPECIFICATIONS.
~ I II 2. THE PROJECT IS LOCATED ON FEMA FLOOD MAP NUMBER 3720078300) DATED
II II ~2 f 2006 AND IS NOT IN A 100 YEAR FLOOD AREA.
_ I 3. HORIZONTAL AND VERTICAL CONTROL IS {HAD 83) WITH VRS, GPS OBSERVATION
I I 34 LF OF 16" II YIELDING VALUES OF:
335 I I STEEL EN ASEMEN 5 II
II II (HAD 83) (HAD 83) #1 N=733991.03 ~2 N=733941.03
II II E=2080437.89 E=2080504.55
i _ ELEV=388.37 ELEV=388.78
II 11
II POINT #1 IS A SANITARY SEWER MANHOLE LOCATED APPROXIMATELY 23.22'
' UTILITY INSTALLATIONS AND OTHER PUBUC FAgUTIES ( I - " I~ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TC °UBLIC FAgUT1ES, SOUTHWEST OF 24" OAK TREE, 48.2° NORTHEAST OF LARGE POWER POLE. P RAMPS ARE TO BE POINT 2 IS A SANITARY SEWER MANHOLE LOCATED APPROXIMATELY
i ~ I ( I ~pIP ~ _ ~ CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THI SPECIFlED BY THE CITY
_.~e~rf~ ,yO1N~ i ~ ~ E~1KPtn•~~~ - - CODE. THESE FACILITIES HAVE BEEN APPROVED BY' J APPROVED BY THE S53°08'45"E 83.31' FROM POINT #1.
r Q[' ~ j CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLE ( 3.3~ INSTALLED UNLESS A 4. CONTOUR INTERVALS ARE 1 FOOT. EN APPROVAL Pueuc 5. DASHED LINES ARE NOT SURVEYED. PROPERTY ONES ARE BASED ON WAKE
~ i A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL I I ~ ~ - . SANITARY SEWER EASEMENTS ARE TO BE RECORDED D BE RECORDED PRIOR COUNTY GIS AND WERE NOT SURVEYED.
I TO FlNAL ACCEPTANCE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING.
390 I I 7. A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED
~ J 3 SIGNATURES: 5c TO PUBLIC. UTILITIES PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH
TRANSPORTATION SERVICES ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE. PEAK
_ PUBUC UTILITIES DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF
WORK. THE CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER No. DATE BY Description ACCORDING TO THE PROVIDED FLOW INFORMATION. PUMPING OPERATIONS MUST BE
CONSERVATION ENGINEER MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION BY REVISIONS
QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. 1007
~ EX. GRADE PLANNING ENGINEER REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. IN ADDITION' BACK UP DRAWN BY MWW, JRS
I PUMPS ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE
IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. DESIGNED BY MWW, JRS
SEE GEOTECHNICAL _ I ~ Public SUBSURFACE REPORT ~ _ I IC 8. ENCASEMENT PIPE SHALL BE A MINIMUM OF 3' ABOVE BOTTOM OF STREAM BED. JLL
~.-.~~DDt~!~.!`!!~ _ ~ Sewer Collection Extension :xtension System 9. CONTRACTOR SHALL CONTACT FALCON ENGINEERING (OR OTHER LICENSED CHECKED BY
INFORMATION TYP CONCRETE PIER TYP The Cit of Ralei h consents to the connection and e GEOTECHNICAL ENGINEER) PRIOR TO CONSTRUCTION FOR SITE VISIT AND DECEMBER 2009 onnectlon and extension of the FOUNDATION LOCATION INVESTIGATION. DATE
SEE DETAIL SHEET C-04 ~ y g 375 375 Citys public sewer system as shown on this plan. Tt in this plan. The material and 10. HORIZONTAL NC GRID (HAD 83) AND VERTICAL CONTROL (NAND 88) IS NC GRID
Construction methods used for this project shall conf~ ~oject shall conform to the OBTAINED BY OPUS, GPS OBSERVATIONS. TITLE
standards and specifications of the City's Public Utilitl ty's Public Utilities Handbook. 11. LEGEND AND GENERAL NOTES ON SHEET C-02.
City of Raleigh - Public Utilities Departrr~nt Permit 12. DISTURBED AREA = 0.095 ACRES.
13. EROSION CONTROL SEQUENCE ON SHEET C-23.
Authorisation to Construct 14. EROSION CONTROL DETAILS ON SHEET C-22 AND C-23
Date I
A
PROJECT No. 50015014
7® X7(1 T:T(11?T'7(lAT'T'®T_ (PRfI>? TT.Ti'.1 ~rr.~l v~Rmrr~er. fpun~Tr.~l
~d®9/ 1LV L%.lu V1®iC81.1 \L dYV11LLJ 1LL J V J j.L V L i V i ii/ V6 i V V i. $L.u®
GRAPHIC SCALE GRAPHIC SCALE
20 0 10 20 40 so 2 0 1 2 4 8
7 -7 77777
Cm,04
( IN FEET ( IN FEET )
+0 10+00 10+50 11+00 11+50 1 inch = 20 ft. 1 inch = 2 ft
SHEET NO. 4 OF 23

1 5

t I NOTES:
i 1. ALL WORK IN SOUTH SAUNDERS STREET SHALL BE IN ACCORDANCE .WITH THE APPROVED
MANHOLE.' NORTHING FASTING J , i ~ ~ ENCROACHMENT AGREEMENT AND ALL NCDOT STANDARDS.
r„-i,ir~ ;~I iji i ~ ~ ice,. 10 728351.09 2103897.41 , 2. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND
i ~ ~ ! SPECIFICATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL SUBMIT THREE
t t ~J~ ~ 20 726396.11 21041.07 j i P1 u* COPIES OF A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD 2003 EDITION OR MOST Dewberry & Davis, Inc.
~t~ 1 ~ _ 1 r' CURRENT, TO NCDOT TWO WEEKS PRIOR TO START OF WORK. 2301 REXWOODS DRNE
30 726430,24 2104090.37 vL V_ ~ 4. SOUTH SAUNDERS STREET SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES, UNLESS surrE2oo
l~v~'.'tiG.7~ LI~E`t`~ f.}.{L t ~ ~~~J `~~pL:J i j'`v:. ~ , I..:.U, ~ ~i ~ ~''r 1 OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT THE NCDOT A MINIMUM OF 24 HOURS RALE?G",NC2'sa'
n ' ~ 7' , i PRIOR TO ANY PARTIAL STREET CLOSING. PHONE: [phone] FAX: [phone]
~ F~ r~--=~~ _ - ~u~ b I t, ~ r 1 5. THE CONTRACTOR SHALL PROVIDE SUFFICIENT BARRICADES, LIGHTS, SIGNING, AND OTHER NCBELS#F-0879 PROTECTIVE DEVICES IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN.
E ~ ~ ~ i qq ~ , t 3? ~ u~ i_ ~ J G I j 6. CONTRACTOR SHALL CONTACT TERRY PHINIZY WITH CITY OF RALEIGH AT [phone] TO
OBTAIN LANE CLOSURE PERMIT FOR CITY OF RALEIGH STREETS AT LEAST 48 HOURS BEFORE
E , t' J ~ ~S~ ' ~ ` ~ LANE CLOSURE. THEY SHALL PROVIDE EXACT LOCATION, CROSS STREET, AND DATES FOR
U3 ~15~ 17i'2 ~ ~ ~ j I G_ ~';7 I LANE CLOSURE AS WELL AS A CONTACT PERSON AND FAX NUMBER. ,I 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING INSPECTIONS DEPARTMENT AT
ate, ~~rv 1; J~--,~{~__ 6~s~:~ ;',%h i ~ ~ ~ 'i ?:;1 j
`E ' ~ ~ ~ ~ rr^^~~ n, ,1 i ~ (9.19)516-2576 TO OBTAIN A STREET CUT PERMIT FOR CITY OF RALEIGH STREETS.
8. ENCASEMENT PIPE SHALL BE A MINIMUM OF 3' ABOVE BOTTOM OF STREAM BED.
_ ~ ~ ~ li 1 k t j f"1 r I' i J T I ~ l l r 4--,u. i 9. CONTRACTOR IS RESPONSIBLE FOR BYPASSING SEWER DURING CONSTRUCTION. ~ 10. LEGENDS AND GENERAL NOTES CAN BE FOUND ON SHEET C-02.
E . , ~ i l-z f I I i i1 rj, ~ ~ ~ ~ it ,i ~ - E 's 11. DISTURBED AREA = 0.486 ACRES.
g ; > L~ ~ ! ~ i L It ~ i .i: ._i 1. i r~ . i i 11 ~ c ~ L_ ("1 ; ~ J'? Ii ~ ; ~
~ ~ ~ ~ a; i^i ~ _ -r , ; ~ ~ ~i REPLACE 25LF OF q~V ~ ~ -t /'t' '7 CI ~ 'l': ' _ ,.tea ~ i~ ~ i CE 25LF OF S~DEWALK 12. EROSION CONTROL SEQUENCE CAN BE FOUND ON SHEET C-23.
~ ,ti,~.~~ ~ ~ is z ~ ANO cuRe AND c~ rJ O, ~ - _ ~ ~ v vJ... u, ~ i,- ~ ii ;URB AND GUT~'ER 13. EROSION CONTROL DETAILS CAN BE FOUND ON SHEET C-22 AND C-23.
~ i ~ r-. a ~V 1'- I i
' ' ~ ~ NEW CLEANOUT ASSEMBLY TYP ~ ~ I ~ ~l'i ~ n' ~ ~ ~ -rc.. L e~ ~ ~ . 21 ,1 ~ a, u. ~ , It t i T
i ` Cr~~ SEWER BYPASS PUMPING:
r"i i ~ ~ :4~C,T "._Q'J~ ~ . '.V'-["~ ~ 4~~ i_i F` `I L"~' i~tJ ~a A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE
J BACKFLOW PREVENTER LOCATION ; ~ to ~ + ! ~ ; _ u ~ ~ ~ _ t ~ r"Jr'i,~ill4~~~ ~I~Zr`1= ~ ~ --I i\l: "`~~i`I I rt l3-.JV_" SUBMITTED TO PUBLIC UTILITIES PRIOR TO PUMPING OPERATIONS TO
SHALL BE VERIFIED BY CONTRACTOR) ` ~ , ~ ~ COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE N ~ o
,t ~ NEW CLEANOUT ~ND DIP 11 ~S i ~ L~: i, ; E 'v~~~R__C '~R'=~~1-~ ~~K~ SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY W Q N ~`st1~ uuRrECTI_Y ~ ~ ~
i' CONTRACTOR SHALL~,~'~OTECT SANITARY SEWERS SERVICE ~ I ~ ~ i ~ _ ~ _ ~ ~ REMOVE EX. ~ ~ , ~ , ,Pv ~ ~~.4 FLOW) FOR THE LINE OR AREA OF WORK. THE CONTRACTOR SHALL SECURE J ~ Q
,~~F WATER SERVICE LINES AND ~ ~ ' ii ail i i t w~ MANHOLE TYP E ~ ~ n- REPLA 'E W NEW ~ ) ~f~ _ r ~ ~ ~ / ii i - ~ ~ CONNECT TO PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW ~ ~ Z
; e (G C~ METERS DURING CONSTRUCTION (TYP) E~ k...,, ~ r 4 CURB ANE}~-Cl~1TER~ , , i .i i ~ ~.~,a,~ / ~ ~ ~ ,i i EXISTIN ~ MANHOL JECT TO INFORMATION. PUMPING OPERATIONS MUST BE MONITORED 24 HOURS A DAY ' ~ 0 fING,~MANHOLE FOR EACH DAY OF THE PUMPING OPERATION BY QUALIFIED PERSONNEL IN ~ cn ~
ORDER TO RESPOND TO PROBLEMS OR FAILURES. 100% REDUNDANCY IS a ~ ~
GJ~ C~I~G r`"F ~7 t)C}G~ f. ~k.J ...,l ~.~i ~ i i.K v.,~~',_I\i I~li~},-"f ~G `J__r,'~'J i..IO J~ ~Vh\1 ~e1/ ~~~1~ r j'P ~ Li_41. 'r ;that ~ ' r' l~~ i REQUIRED FOR PUMPING OPERATIONS. IN ADDITION, BACK UP PUM1PS ARE TO w J =
'17~~~-3~-r,76 a~tzR,. ~i~~~~ r =?ST~R~4P4~,IM~CT S3' ~ l ~ - _r, BE CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE IMMEDIATE USE Z ~ 0
~ ~u 1 ~ ,n;,,, r: f ~ ~ ~ l UPON FAILURE OF THE PRIMARY PUMPS. Q k Z
_ ~i.~ ~v?v i V =vt1i ~ ~ A ~r~ ~,n is ~-~n ~ r^ n1 ~ ij~-'~ ~ ~^a'"'' ~ ~i t: ~ ,.ii~t1~ ~i~ ~ ~ v 5.i _ _ } z
~.:w ~u\ .,.,L.~~ J~Q- t ~r_ LJd ® ~ w uQ. ~
L ~ NEUSE RIVER~ASIN ZONE 1 -5~, ~ '1 _„ty.., i ~ ~ - 30 ~ i,5.~ VJ _ w Q~ w
~I A,../ ~ ..t 1,,, L~..... ~ t~ i.i0!°'"/ -~.5,~7 , t'.~'1-- ;4 r~?tip it 1 ~•w [ It;~ {3j'v~~= ~v~.'~,~'L 3. y ~ UT1Lfi1' INSTALLATIONS AND OTHER PUBLIC FACILITIES, P u b I i C ~I ~jp ~ : ~ u, ~ i 4 INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
~ i,~Mi ~ r k . ~ ~ / j ~ , t $-~t ~ NEUSE RIVER BASIN ZONE 2 ~ ~ ~:f'f - ~ 1~-~ , i I ; } CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY Sewer Collection /Extension System- ~
, ~ ~i y ~ /"r t~~..^`l-~~~ ..~~+~,,,`-j ~ '"`I`~~' "~~f.'~i t_,~ ,~-.,.Iqr, 'y rv i ~ a t i ~ OPEN CUT =N CUT CODE. THESE FACIIJTIES HAVE BEEN APPROVED BY THE The City of Rolelgh consents to the connection and extension of the
~i~ t ~'~~41. ;cif G`~l~~.m..,...~Y~y~ `eia, ri#} .--'`~~1;~i1 V~ /fr ~K y®'i, !I{`J i { ~~~t Vf- y ~ ~,r 'i li ~ ~t, i+ i i 60" CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A Citys public sewer system as shaven on this plan. The material and
C~ 1 ~t~ ii~ipo? ~ ~i, ,~t'~ !d z. ~ l A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC Construction methods used for this project shall conform to the
~ t1R_~ ~_t ~ ~ n, ~ " ~ - ~ ~ ~ - ~ ~ ~ ~ ~ , I ; CONTRACTOR I ~ ~ i t -r ~ ~~~z u,~~-: ~ ~.~w ~ i ~ ;ONTRACTOR SHALL PROTECT SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR standards and specifications of the C1t~s Public Ut111ties Handbook. AND SECURE POLE DURING TO FINAL ACCEPTANCE. SEAL ®®®+++nure®®a
~ v..~ ~~~c=S ~ ! _ ~ t ~ ~ ~ r ~ ~ AND SECURE _ ~ ~ ~ , „ ~ , ~ , _ , , , , Ii ~ ~ CONSTRUCTION Gty of Raleigh 0®®® ~ A R :ONSTRUCTION SIGNATURES• Public Utilities Department Permit ~ a®q®•+'~~~o •ESS~o~~j~®sse
o u °,j ~ ~ _ _ _ A , ~ nw4 ~ rU. ~ .Ln L..
m ~ A ~ a I~~ ~ ~ ~ ~ i• ~ ~ ~U ~ IMP C~ TRANSPORTATION SERVICES Authorization to Construct •~~'®Q °9 •
~i ~i V if '~'I d-~ ~ r .1 i ~ lCJ1(t ~ ~ i nn~? -~~7,"" ~ ~ I ~ ~ ---i 5 I~ 1. I~~,,~V}=~_„ 20 ' . ~`~~r~ti, v '~~~!Ty~ ~,1,;, R ~ ~ TEMPORARI~ Ga 4~ ~ ~ ~ J ~ i n ; ; , s - _ ~_s_~ ti,., , -TEMPORARY CONSTRUCTION
t t r ~ , ~ a . ~ e , r ~ ~ , , , ~ ~ , i;=r I 1 ENTRANCE C7, HIV ~t, ~tr ~ -1,_ s"`. A i i, k ~ ,~i iL~ i n ~ ~ I ` i ~ ~ ~ , . " \t~~F r~ ~ 41~~1 1 ~ i ~ i i t t ~ ~ _ ~ i t V 'I ; , , , ~ ~ ~ I NEUSE RIVE ,~?=2~9.~~ ENTRANCE PAD PUBLIC uTIUT1ES Date ;FO ° ~ SE4ONLY ®v, .
r~ i . v ~ ~ t, ; , ~ ~ I BASIN ZONE 2 a~l~tl.li ~=~~6~,~m:~({f~l!/, IS ~ ~ LIMITS OF CONSTRUCTION = ~ t ; ~ ~y ,3 r _ ~ ~ ' ~ ~ s „ -;~~{N~,h LO~tdER i~~'.I~ ~i~T~ CONSERVATION ENGINEER ~'sF°'°.FM6INEE~.°'°~~"~
!r r ~ ~ ! ' ~i r . itV ~ , 1, ; 1, 1. ' ~ = C ~ 4 vJ^F ~J ~~0~~ °°°°°°N°°°~eA
0 v ~ ~ ~ ~,1 ,r~._ ,T ~ v7 ~ I ~ ate,,; { 1' ~ 1 ~ , f t, ~ ~ ~ i 1 ~ ~ ~ SE RAVER; PLANNING ENGINEER HORIZONTAL ~°°++~'~'~~~~p+~`~~~~
~~r~ ~ ' ~ ~ ~ 10 ~ ,1 ,s~~l , B IN ZONE ~ ~
C,,~ ~ . ~ ~ ~ ` ~,5, ~ ~ , ~ ; ~ ~ API APPROXIMATE LOCATION GRAPHIC SCALE KEY PLAN
~ . I ~ , r; ; - ~ ~E ENCASEMENT f I€~~ ' _ 9~_.~~_..Btk._F_IMPAC B3 ~ (f_e~, 0U i--~~~.,~~.. I ~ „~,t~ _ OF ~ ~ ..~.n____ r . ; , i , ~ 7 OF STRIPING J0 0 'g 30 so 120
w / Vii, ,.a , , :i ( ~ r ~ _ ~ r~~'~~ ~ t ` ' U,; r-~ = ~r~~~ _ _
~ i~~~ , ct= ~ - ; / / s _ RE~i10VE D `f7~PLACE `'~'--~~.i " . ~ s (>.x FEET
t i' ~ (,iii n - ~ ~ i f ~f F...,, t 1 A ~ "`w.,,,.~ ~ .,..i-,.. I i.~.. ~,~~.~a1 ~ _ r _ ~~C1J4SS--I- RIB-RAP 24 T K ,..,f 0; _f~~, 1, << ~~1SE~~SHEET C `~18~ 1 inch = 30 Pt.
;ESP =27~,1~ l ~ ~ 1~~1. 0 T=~~~.~~ ` - _ ~ _
VERTICAL
~ REMOVE AND REPLACE ; ; ~ \ ~--~~~~t OLASS I___ ,r 1 35LF OF GUARDRAIL ,t ~ V~uF 2~---~-- . ~ GRAPHIC SCALE
_ _ ~ - ~P ~~~r J~r APPROXIMATE LOCp f = - AND SIGNAGE )XIMATE LOCATION OF
' " ` ` _ CURB & GUTTER & GUTTER o s 3 e ,z
scALE I.'
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i -Z_ _ ~ ~ i Q~ Q>»' No. DATE BY Description
REVISIONS
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~ I 265 DESIGNED BY .MWW, JRS
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CHECKED BY JLL
5 I 2s DATE DECEMBER 2009
i , . _ ~ ~ ,
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~ ~ T TO A CO NEC INECT TO 255
~ EX MANHOLE MANHOLE
I ~ PROJECT N0. 50015014
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250
255
CONCRETE PIER WITH U~08
24' V RTIC L PILING i
10+00 11+00 12+00 13+00 SHEET N0. 8 OF 23

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` i~ a~ } I ' Dewberry & Davis, Inc. ~ 2301 REXWOODS DRIVE
j jo SUITE 200
is I PONIEH9N9889939 V ~ j
m, FAX: [phone]
~ ~ m~ ' I;~ I~ NCBELS # F-0679 I~ ~ I
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ATLANTIC PARK, LLC ~
_ ~t~s~ i I ! i ~a~ ::'s~;r 171~S~v~~fr;G1. I i
( ~ ; _ ~ - i~ - ~ t~.1
- , ~ ~.e~~ " z_~I ~ _r~ ~ _ _ UTILITY INSTALLAl10NS AND OTHER PUBUC FACIUIIES,
CITY OF RALEIGH 30 ~ j ~ ~ ~ ~ k ~ ~uR€ ~ ~ [3uPll~!0 STUCTUR~ ~ REPLACE 3O LF OF _ ~ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
PERMANENT EASEMENT ~ ~ j , Y NEUSE RIVER BASIN ZONE 1 1 ~--„y,-~`--~d!~i~~~ ~ jai ~-QU~D I CONCRETE CURN AND GUTTER ~ .CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY
1 ~ , vu~~~~E ~ _vECTR'r~' _ BUFFER IMPACT B4b''~-.;~i ~ ~ ~ CODE. THESE fACIUTIES HAVE BEEN APPROVED BY THE
nlJ:v;~°STc~ P~?D ~ i ua , T ~ ,_M;__3,~- t% - ~ ~a' F - cif ~ I NEUSE R VE - > > - ~ d ~~I. L~~.2~ t _ ~ ~ .I ~ ~ . CITY Of RALEIGH AND SHALL BE SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRATTEN APPROVAL. PUBUC
_ ~I - 1 ~ J.. ~ ..i~ . 2 vv i.71:i' ~ fZ~ ~ F 7 ~ 1,.~14Vy~: ~i NI ~ GoNv~-T~ JOHN M METTREY HEIRS ~ SANITARY SEWER EASEMENTS ARE TO BE RECORD® PRIM
~ i ~ i~.~a,~.~~z~'. ~~CGtS ~9.E c~~C C~-~ I p~ ~ s,;;E~tA~(i TO FINAL ACCEPTANCE.
n r~ ~ , z~. ~ . , s r~ . _ - . s r _ _ - i ~ ~ I rn SOP=252.73 ~;u "~hd'r' 3°'i6S=~~'~~ ~ (NV Ou 247.53' SIGNATURES:
: ~ ~r `r o I ~
- - STREAM CROSSING. SHALL BE NO _ ~a ~ ~ - ~ .c _mm ~ ~ ~ f TRANSPORTATION SERVICES i
GREATER THAN 15° FILM PERPENDICULAR > > _ K='~1~~-_= -v' : _..,r/tom- = - - - -~-~c' ,i~~z C TO THE FLOW OF THI: STREAM s _ ~ ~ _ _ r (-.~==~~,u ,w~, ~ - r-„_., ~ ~ , I ~4~~ -;r ,1~ ~ ~ ~ PUBUC U1ILITIES
1 _ _ ~ -~4~ I _ f _--T^ /
~ . CONSERVATION ENGINEER ~ ~ ~ N ~ o f~ ~ TCi-~=255.25'
_ a r~r ~ , ~ 120 ~ 30 ~ ~ . ; T ` ° ~5-~ 1 ~ i ll~`i PLANNING ENGINEER ~ ~ I~ ~ Q
LIMITS OF CONSTRUCTION ~ , p
r _ ~ r--- - _ ~ _ -mom.. ( ,._.,q. h ~n~"~r s~ ~ ~'P. 9~v`:
i ~ I~~ ~ ~ Public ~
ZONE 1 -.E ,~.~r~ ~ I _ ~ :.n u - . k 4. ~ _ _ ~ ! ~ i~~~ ~ Sewer Collection ~ Extension System Q ~ ~ ®w z
The City of Raleigh. consents to the connection and extension of the ~ Q W p
~II S~ ~ Cit °s ublic sewers em as shown on this Ian. The material and Z ~~r" ~~P ~ IN'd:?43,12' Y P Y~ P ~ T
NOTES: ~ - ~ ~ _ ~ . Construction methods used for this project shall conform to the ~ ~ U ~ ! standards and specifications of the City's Public Utilities Handbook. V W tai
w_w__.__ ; r --';~~v ~y~.~3~.~,~~ STREAM IMPAC ~ S4 ~ i:~,~ ~ ~ ~ ...v >r.' ! f MATERIALS SHALL `CONFORM TO CITY OF RALEIGH STANDARDS AND m " ~ ~ ~ - t ~rn3 ~ ,T. ~ f ~ ~ I I 1. ALL WORK AND t,.~ ! s~
SPECIFICATIONS. ~ , BUFFER ~M~QC ~ h , , ~ l~u.,,,~,,, v ~ City of Raleigh Z r J
2. CONTOUR INTERVALS ARE 1 FOOT. - -~~='SF°~~~~~r..~ r - ~ i 1 ~ ~~;;I{~-~~7.0~' E~~, ~.9C'•' r` ' ToP-253.65' ? Public Utilities Depatment Permit ~ p N '.00' hJ~l I~ (N)=24i.2~'
3. DASHED LINES ARE NOT SURVEYED. PROPERTY LINES ARE BASED ON WAKE COUNTY ~ ~ o ~ ~ ~ ~ ~ ~ ,~,w ,~a~~a.7c ~ ~ F~lx I o ~o i 44.70"~j r ,Nlr III (E}=24o,S2' Authorization to Construct r
GIS AND WERE NOT SURVEYED. t,^,f ~ ~'~Aa~ r~ j :t ~ f ir~v I ~ .-5~s~ --O ~ ;c~~z~} ~r~~ ~ r ra ~ ~?cc E~ r~r- ~~7' ST+ R~'~ i
RESPONSIBLE FOR BYPASSING SEWER DURING CONSTRUCTION. ~ ~ ~ ~ t ~ EY,i=',;.;~i'? > ~ ENV t 4. CONTRACTOR SHALL BE 1.~ ~ ^ 137- _-.m--`". 1--~Y,. '~E~' ~~t±diT~RY ~ ELR~/~ETl~i~i;L4G.~6' ~Ew~R r;~S~ ~nC,~~ (ffi NU t~UT {S)=240.00 Date
5. A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED TO v- ~ : _ ~ 20 ~„~~4 ~;,r~-.~. ,---t - - s~~ 2~; PUBLIC UTILITIES PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH u~-~~~.,,~' ~ ~ - , ~ !
!--~;w..,,'~u~'~ tNV Ill:? ~ rv b, . ~ 4G9 'jTC?P uT ~X~'t),~~~J I~IP_ ~ ~ ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE PEAK i~ ;~v ~ ~v~,.r~o~. ~ t ~ ~ t ~ Td(3~,d C~ '0?~~R~1` SEAL '®®®e®®a\~+~°~ ~a~8~®~IS
t ~ ~ DOGHOUSE MANI DAILY FLOW {2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF ~ j; ~ oeaoy / ~HOI~ MANHOLE SEYED NAZIRI so. E s s i °e . •,e
WORK. THE CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER ~ - ~ pI _ ~ ~~r-2 ~.2i' ~ ~~P-. ~T : °.•°E °°o~ ~;~P-252.~T ~ AND WIFE : Z.°QO yqe 9 .
ACCORDING TO THE PROVIDED FLOW INFORMATION.. PUMPING OPERATIONS ~T E~. ~~u~:~7' PLUG MANHOLE INVERTS WITH Irv 1~=~~~~~~~ SOUSAN NAZIRI .
RS AY FOR EACH DAY OF .THE PUMPING ~v zs~°~'~~ NEUSE RIVER BASIN ZONE I ~ Irv MUST BE MONITORED 24 HOU A D CONCRETE AND BENTONITE MIX. , Icy ~ INV our-2~1.54'~ z~~~o ~Ara~ HORIZONTAL ~0N14 UUI~I~'s
OPERATION BY QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR REMOVE LID AND FRAME AND FAILURES. 100% REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. IN ADDITION, REMOVE TOP SECTION OF MANHOLE. € I ~ ~ 0R°REV1 SEA ONeY
BACK UP PUMPS. ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE CONNECT TO NEUSE RIVER BASIN ZONE 2 PROVIDE ABC STONE TO REMAINING PORTION GRAPHIC SCALE '•.F°••.FaclwE~~.~"~••'
IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. EX. MANHOLE „ ADD 12 TOP SOIL, SEED & MULCH. , ~ i ••i ` o°oogeeeeo e\
ENCASEMENT PIPE SHALL BE A MINIMUM OF 3 ABOVE BOTTOM OF STREAM BED. ! U~ ~ MANHOLE NORTHING FASTING +o ° 20 +o e0 q N G S~~\`~~°°~ U~ ~ { , ;,tom,, °~goeueea°~
HOUSING AUTHORITY , 7. HORIZONTAL NC GRID (NAD 83) AND VERTICAL CONTROL (NAND 88) IS NC GRID ~ i I "i04 1~3uJ~.~6 2?1~.~~~~.-~ I SET ~ KEY PLAN
BSERVATIONS. OF THE CITY OF RALEIGH j OBTAINED BY OPUS, GPS 0 ~ ~ ~ r, _F,.~ s~~~ 1
8. LEGEND AND GENERAL NOTES ON SHEET C-02. ~1,: ,;~;,;N~~;~~,~ ~ { 1 I i ~ ~ 110 763631.67 2118503.74 i inch = ~o tt.
9. DISTURBED AREA = 0.574 ACRES. ~ 10. EROSION CONTROL SEQUENCE ON SHEET C-23. r ~
C ~ _ - _ 11. EROSION CONTROL DETAILS ON SHEET C-22 AND C-23. - 1'~~, 120 163859.00 2118532.65 i l`° VERTICAL f
PLUG EX. SANITARY SEWER WITH_ CONCRETE , 12. CONTRACTOR SHALL REPLACE ANY DAMAGED CURB & GUTTER, CONCRETE SIDEWALK j ~ ,
\ AND 6l=NTONITE MtXI(3 LONG MINIMUM) AND/OR ROAD ACCORDING TO CITY OF RALEIGH AND NCDOT STANDARDS & YPICAL OF 6. i 130 763945.68 2118535.93 GRAPHIC SC c
T i SPECIFICATIONS. ~hL j 140 163981.37 2118565.12 + o a + a se
13. CONTRACTOR SHALL VERIFY EXISTING SERVICE CONNECTS ~~<<~ ~ ~F ~ i h~ ~ I
AND CONNECT THEM TO THE NEAREST MANHOLE PER P~~~as~'~' ~ Oyu, -
CITY OF RALEIGH STANDARDS. 14. MANHOLES SHALL BE VENTED AND WATERTIGHT IN ACCORDANCE WITH CITY OF RALEIGH't _ - , f ~
STANDARDS 8c SPECIFICATIONS. _ ~ 1 Gn i ~ ,~~v - ~ - " 1 inch = 4 ft.
' ~ ~ M~ SCALE (J ~ ; ~ ~
? I I ~
~ fl` ~ I ~
ti_ i i
100 YEAR FLO D PLAIN ELEVAT ON 260
260
„ p
LF OF 18 DIP CARRIER PE ~ - ~ ~
_ _ _ -
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= W o Q 255
255 ~ N ~ z o ~ ~ ~ N
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ro rn rn °D BFE A PROXI MAYFLY 2 1 a0 N ~ ~ N p ~ No. DATE 8Y Description
250 ~ o ~ , W N _ o ~ _ 25® REVISIONS
r~ : ~ p _ a Q ~ > > - ~r - zz
- ~N~Z - DRAWN BY MWW, JRS
; - r
DESIGNED BY MWW, JRS
I
245 ~ ~ I CHECKED BY JLL 245
DATE DECEMBER 2009

~'i TITLE
i
240
240 ~ - -
~ ~ _ ~ 46.48 LF 0
_ A 86.75 LF F 18 DIP ~ 0.1 % n
e 0.15%
A 90.70 LF OF 18 DIP
235 235 PROJECT NO. 50015014
230 230
10+00 11+00 12+00 13+00 14+00 15+0 15+00 SHEEP N0. 10 of 23

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9
20 7819.92 2196101.76 ~ G _.v ~ qq ~ ~ j „ ~ ~!'t,1 .r~"~, o ~~r~.~~ / \ ~ ~ Cr Dewberry & Davis, Inc. , \ ~ f! ~J~~ 230 EXWOODS DRNE
1 a ~ \ SU 00
9 X~ it i i Y O ~ 1~^'~Y" i1 ~ a ~f ~ ~ to ~d ~ Y~~ RALEIGH, NC 27607 ,~``~a~9 ~ - ~ EX. CHAIN LINK FENCE TO PHONE: [phone]
j ~r^ ~ re- , ~ ~ Q 4 .5 / %
a ~ ~ ~ A.~. ~ / ~ s `~~~~~°°r ~ ~4 z, BE PROTECTED DURING CONSTRUCTION N~~e~ ~F.~i9
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/ ~ ~ ~ ~ ~ ~~.9'R~~., r ~ ~ ~~,"i~~ "r ~ ti
~ ,t~ ~ ~ ~ r ~ , ~ 20 x 20 RE( ~ x.`~ / . , / !O' x 20' RECEFVING PIT 7 ~ ~ ~
/ r ~ ~
~ ~ / ~ ~~t, 1 ~~2 =j ~ .c; ~ ~ r'
i G' ~'~~'7 ° , ~ , ~ CITY OF RALEIGH 20 PERMANENT ti S52`25 C2 ~ ` s~, U ti; ? ~ ,j v.
w~`~ ~a '.;~o ; ~ r SANITARY SEWER EASEMENT _ n g ~ ~ j ~ 4' LD. DOGHOUSE
~ ,s j " ~ / ~ ~ ~ ~ V MANHOLE
40 x 20 BORE PIT ~ ~ ~ - s'~'
~ ~-0 BUFFER IMPACT B5 HORIZONTAL
~ % % J-"" J _ . .r's~ , t3 r''"sQ~> z~~L' \~15 ~Ia ~ c' ~CVC~ ~Ful`'~~, ~ ~ ~ ~ ~ r 1~ ± ,i r~~~~~~s~ ~ ~ ~~~~,4'~'~~~ ~F~~,; ~ - ~ , ' GRAPHIC SCALE
i ~ f~ ~ ~ ~ < t t~ ~ ~ , ~ \ ~'t ~ ~ t - ao o zo ~o eo 180 E
REMOVE AND r ~ v S"''.^ ~ 1 / ~ r~ i_.. r ~ / ^„G"_ 'r ~i° ~ J~~a~~'n~n,- ~ ` IJ~~~010 t ~ ~ ~ ~ ~ REPLACE RIP RAP ,r ~ - r ~ / - _ ti ~'z ~ ~ ~ ~ t ~
~mM~. ~ .,='U ~ % i f / r '~-s ~ x / f~-R R ~OOOD VOLUME 3~.PAGE 1 w.._a n q r, _--v-._...~..._.jl._.~~ w.`.._e~.o J ` ~ u~~' ~ _ (IN FEET > = O N
CONNECT TO "ia ~ „ ~ ~ ~~.o. » ~ ~ Mme,.=-'` a ~~a~~w~r ~ ~i~r~ ~'a~ ~ ~ ~ ~ ~ 1 inch = 40 it, ~ ~ ~ r°fl
EXISTING MANHOLE ~~~-f , • ~--f . ,r 13+ a , ' i' 'N i ~ ~f`-,.. ~ 0 ~ ~ CITY OF RALEIGH TEMPOI _EIGH TEMPORARY ~ f~~f~~,~~`~ ~ Y41~ 1 ~ ~ L1J ~ ¢ N
y~~ ~ ~ ~ ~ ~ ,r ~ ' CONSTRUCTION EASEMEN teary. ~ ~ J ~~z ON EASEMENT ~ ~,,tti ~ ~ VERTICAL _
l ~ 1 t ~ w t~;4_. y~1 ! ;i GRAPHIC SCALE ° ~
r,, ~ ~d~, , ~ ~ ca ~ 1100' CITY OF RALEIGH ~
~ ~'ti ` ~~~~0~ , GREENWAY EASEMENT _ ~ ~ t ~ . ~ ,r`r~_;'r ' ` ~ s ~ r-, v 1 BM 1992 PG 493 1 ~a'w ~ ~ ~ tt,~ 0 2 4 ® 18 ~ ~ ~ mss' 1
~ ~~~r~~ ~E~~,E~~u ~~ti~m;,~ LIMITS OF CONSTRUCTION ' _ _ ~ i°i',.,.. ,Il. ~ t t~..~ 7 . T^~ R I ^ ~ > ~ -J' . r r% t: ^ C: , , i t ~
? .n' ~ i i'; `~~1~~~1w~~1 I~f't~\.3.~t~~l~J~'~Jlt: t.~ ~I-~ <;,JL} ~.._e--` 4~.,.,.x,~1L<~ f~`'-`'"rte ~2~ ~ t ~~wu',.;''~ ~t l~ 5458 ~3 "~1~' k
a ~ l ~ ~ ~ ~ ~ ~ti ~ % f"'"t ~ ~ ~ ~ ry~' , "1 r ~ L+: ~ i~l;,lt~" ~ W3 '~r'~ rt k" ~ ~ ~ , . .'r a^^, r ~ i t i v ~~j~~~~~ ~ ~ ~ ~ i ~i~ ' (IN FEET) ~ ~ ~ Z
_ ~ ti. - S,~,v r rr "r`~~=fir ~ ~'`$qys ~ ~[~2 - ~~,0~ ~ rjt~ J Y fw(`~ 7 ~ ~ , A ~ i. ~v ; - _4 a. L .~_i ~ ~ (ii V u1~ v~v i~ _ ?A 1 P'+}~ F ~ a.. ~ ~ ~ TEMPORARY CONSTRUCTON nc ? ~ ~ i inch= 2 ft. ~ - V ~ z
~j A,,-,r^~'~ ~ E 7 t ~ , a!', 14{: 5't j'°',. -;:~V ^~i~'rr~'~~ n~',~~~~~iy~+,acr~ O ~A,,,~-..,~' r-'= I ~ 't~\~,~~', ~~~av ' ° ENTRANCE PAD ~~~.;K ~n ~a~T. ~ ~ ~ ~ „u. ~u e ~ NEUSE RIVER B~SIN ZOt~~ 1 ~ 1 ! ~ ~ x a r~-~ ~ V t`3
`(~1 y' ~ ~ tFl ' y v • - ~r--" ' ~~rC ~ ' 1.7f~~ ~~3'u~ ~,C Vic?: ~ U i ~ ~ ~l 1 ! ~ NOTES: w u. s w~~ ~ NEUSE RIVER BA IN ZONE 2 ~ t, l~~ z N
".r/~?'"s ~^',s'~ / I~~_"~1J~.,.~" ~ i { i ~+i, { Vier`" 2+1 ( e/~' ,:y\:: j?"i , ~ ~ ~ ~ y 1. CONTRACTOR `HALL TAKE EXTREME CAUTION AROUND = D
~ ~ ~ ~ t PROGRESS ENERGY TRANSMISSION POLES. ~ ~ ~ 7 ~ t"'~
~ ,r ~ , e~ ~ 1 ~ t ~ ~~2. SEE SHEF~T C-15~FOR NOTES. ~t 1 ~ ~ ~ ° ~ 1 ~
e` tip' ~ ~"~\v~. ~ ~ r,
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~ ~ ~ ~ , CONSTRUCTION EASEMENT PRIVATE LIFT ~ ~ ~ .°°q ~ ARC
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fl E _ . _ _ t : ____._._._.___~__._~..._.~.N._._._,~. ___w.__r. ~_..m__.~.~._
! ; ~ W Z o DRAWN BY MWW, JRS
____d__..._ _._....___.._~_..__.____.~__,_m_.__ __.,__._____.__~~__.__m______.__.__.._ .~.__.:~_________e..~ _______n.,...._ ~ ! 600 LF OF 1 "STEEL ENCA STEEL ENCA EMENT _ ~ ~ w a~
~ MWW, JRS ~ Q_ ~ ~ ~ DESIGNED BY
~ ~ _~___.W________m _____m___._______ v
380 - _ ~ ; 33O CHECKED BY JLL ~ ~ ~ ~7
i ~ w~ ~ 3_ DATE DECEMBER 2009
e~w ~1 ~ _ F- TITLE
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~ _._____.~____.m.,_.____.. _ _,__..~s_, _
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10+00 11+00 12+00 13+00 14+00 15+00 1+00 17+00 SHEET N0. 16 of 23

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WW ~ Z C ~ 7 IA N o° Oy~~~yK ' ma ~ r $ ~ 8 ppp°~ °B a_ 'a-a~°xyaWW~; z~ycd~~a~~°po ~c RALEIGH, NC 27607 aLL~ZymFm y~~o~ • u~°C ° 00 a 4 PHONE: 919.861,9939
$ W Z I- < r i r• U D0 ' y i~ U- m x m I - ~ O y ~ P, Z r ~Zye- FD a ~ t-Z m ° aF a:~0.z~iv-~'r~-i ~w~a~s °w=w~ ~ 'oa ~ o°doo p°~~°~ FAX; 919.881.9923
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- 0 W to 0000 31 i0 U ~°vLL~>t-r O~ T~xo W O Vl O m W a O O O ty LL J O OSVI OJ X00° z rz 0 ooa 0~ Z o U o°OW~ZZOO.c rZ> ~Wwui p w INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
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Ion v z 0 z w a 0 ~ z_ N Nozi~°~~~ uvo ~ ~ v. 0 ocoo xt-ooo~vlJe x ~ CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE DRAWN BY ~ CITY OF RALEIGH AND SHALL BE SO INSTALL® UNLESS A MWW, JRS
LL~ r LL~ 0 t-~x OD F- Z VQI'hWF2I-a aVO oU~z~ ~ ly N W D V) 7 J OO X O Wma°mr0070~X ;ZS MZN;~ O ~ A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC DESIGNED BY
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711 PUBLtC WORKS DEPARTMENT ~DDnp DAD o0D PUBLIC WORKS DEPARTMENT ~ ~ W F a ~ c o o J i ~ $ z v d c ~ w PUBLIC WORKS DEPARTMENT DECEMBER 2009 w SIGNATURES: DATE
OOOOOODODp00 DO Z m0 a > .aw }xw z Jp~2 W OOOOOOp000000Q10 O ewe-Jwa~}a Jya a °m-m m AL REVISIONS DA~+ vJ/oo DRAWN Bn JiB REVISIONS DAiFi r/3ioo DAA~1 Bn JiB ~ i ra < c o Q m ° ~ w ° ~ ~ w x - R m REVISIONS DAt~, i/!/00 DRAWN are die
W~8/09/04 OFZWiWf-WAY u.~Y UtjxOW O 0 a,tt STANDAR6 TREE AVIN~dOa J/~~ CONSTRUCTION a J a w O z 3= o~~ o w~~ 0 0 O 8/f2/a TRANSPORTATION SERVICES TITLE
BLOCK AND GRAVEL DROP INLET PROTECTION Puelac unuTlES I
PROTECTION DETAIL 9NI1SIX3 ENTRANCE ~ o o~ o~ a~ °x m v~ m~ o o y v~i F' 0 - N Z
STD. ~ 40.04 STD. # 40.21 STD. a 40.32 CONSERVATION ENGINEER
PLANNING ENGINEER
A Public
Sewer Collection /Extension System
The City of Rcleigh consents to the connection and extension of the PROJECT N0. 50015014 City's public sewer system as shown on this plan. The .material and
Construction methods used for this pro ect shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # C~22
Authorization to Construct
Date
SHEET NO. 22 OF 23

2 5
1
APPROVDED DEWATERING
DEVICE
STREAM DIVERSION PUMPS
DISCHARGE HOSES D$Wb$I'I'y ®QVIS,'nC.
OVERFLOW P INTAKE HOSE 2301 REXWOODS DRNE SUITE 200
WIRE SCREEN SEDIMENT LADEN RALEIGH, NC 27607 P DEWATERING PUMP PHONE: 919,681.9939
RUNOFF FILTERED WATER • FAX: [phone]
So ° d o NCBELS # F•0679
,e...o. E FLOW FLOW
INTAKE HOSE
CLEAN WATER
~ ~ ~ c SEDIMENT ° T DIKE IKE SUMP-HOLE OR POOL
- g - e, ' " ~ ~ ~ (12" to 18" DEEP 2' DIA.)
°a ~ ~ ~ boo 0 0 WORK AREA LENGTH NOT TO EXCEED
Q. Q. Q Q. Q. Q. PUMPS SHOULD DISCHARGE THAT WHICH CAN BE
CURB INLET GRAVEL FILTER CONCRETE BLOCK WIRE SCREEN ONTO A STABLE VELOCITY COMPLETED IN ONE DAY NOTE: ESTIMATED MINIMUM PUMP SIZE DISSIPATOR MADE OF RIP RAP
2"x 4" STUD BRACE OR SANDBAGS NEEDED FOR BASE. FLOW IS 6 PUMP.
CONTRACTOR IS RESPONSIBLE FOR
SIZING PUMP AND MAINTAINING WORK IN
~ THE DRY.
O
I I I D LOCK 12~ (MIN)
HASE FLOW+ 1 FDOT
ECIFI PPLICATI V 2 2 j WORKARBA (2FOOTb@f.)
~ ~ ~ ~ ry. ro O ~ ~ ~ J UJ
THIS METHOD OF {NLET PROTECTION IS APPLICABLE AT CURB O ~ y ,.5' W Q N
INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO ~ ~
PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. ~ O O O O O S SECTION OFASANDBAG DIK Z
O O O O '~5~ CROS E cn ~ O
CLASS I RIPRAP N ~ \ CLASS I RIPRAP Q. J V
ITENACE SIDE VIEW w J =
® PLAN VIEW ® Z
1. THE STRUCTURE SHALL BE INSPECTED ONCE A WEEK AND AFTER P P _ _ ~ z
EACH RAIN AND REPAIRS MADE AS NEEDED. vELOCITY I VELOCITY DISSIPATOR Nor To scALE V X Q =
wu.~
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN ~ o"~
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A I®
SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE.
SEEDING SCHEDULE I IDIUIOT AREA
3. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE I OF THESE MATERIALS. THE KINDS
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE M~ OF MATERIALS TO BE APPLIED PER ACRE: SEAL 0®0'®®,Ue®r C'~'(J~°~rh1e01i
LET EDI ENT POTTIO T PO RY TYPICAL CURB I S ~Q` oEti`iSlpy ~j~ .
ALE TEMPORARY SEEDING NOT TO SC mom: 9 .9.
FERTILIZER DATE TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE TONE STRAW MULCH A ~ .
JAN. 1 -MAY 1 RYE (GRAIN) 120 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE LBS./ACRE 4000 LBS./ACRE ; nR°xEV~ s~orr~
KOBE LESPEDEZA * 50 LBS./ACRE ® °°°°°H°° o~~
B®®®®e L A N ~ S` e~~®''
MAY 1 -AUG. 15 GERMAN MILLET 40 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE LBS./ACRE 4000 LBS./ACRE °0°°0°eeu®+a'®
AUG. 15 -DEC.. 30 RYE (GRAIN) 120 LBS./ACRE 1000 LBS./ACRE 2000 LBS./ACRE LBS./ACRE 4000 LBS./ACRE KEY PLAN
C PERMANENT SEEDING
FERTILIZER TS E r
DATE TYPE PLANING RATE 10-10-10 BLEND LIMESTONE TONE STRAW MULCH
AUG. 20 -OCT. 25 BLEND OF 50% KY-31 250 LBS./ACRE 1000 LBS./ACRE 4000 LBS./ACRE LBS./ACRE 4000 LBS./ACRE 1. OBTAIN GRADING PERMIT AND EROSION AND SEDIMENTATION CONTROL PERMIT.
FEB. 1 -MAR. 31 TALL FESCUE AND 50%
MIXTURE OF TOW OR MORE TURF-TYPE 2. INSTALL CONSTRUCTION ENTRANCES, SILT FENCING, AND INLET PROTECTION SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS
TALL FESCUE NECESSARY TO INSTALL THESE DEVICES.
3. INSTALL OUTLET PROTECTION AS SHOWN ON PLANS. SCALE
* OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
4. THE CONTRACTOR SHALL PROPERLY GRADE, SEED, AND MULCH WITHIN 15 DAYS OF INSTALLING THE SEWER AND MANHOLES. THE
ASMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBS/ACRE. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING IN THESE AREAS
QUANITIY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST. AFTER THE CLEARING AND GRUBBING OPERATION AND BEFORE
INSTALLING THE SEWER IF THE AREA IS TO REMAIN UNDISTURBED FOR MORE THAN 15 DAYS.
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
5. THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE
3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATI =DING OPERATION. NO BARE GROUND NORTH CAROLINA EROSION AD SEDIMENT CONTROL PLANNING AND 3 OF STRAW ARE NOT PERMISSIBLE DESIGN MANUAL.
SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW P AS A UNIFORM COVERAGE IS .EXPECTED. 6. AFTER THE DISTURBED AREAS ARE STABILIZED, AS APPROVED BY
THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL REMOVE
4. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 (10 GAL/1000 SO. FT.). HYDRAULIC THE TEMPORARY DEVICES AND PROPERLY DISPOSE OF THE TRAPPED SEDIMENT. THE CONTRACTOR SHALL STABILIZE THE AREAS
TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS. DISTURBED DURING THE REMOVAL OPERATION BY APPLYING SEED
5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR OF EXCELSIOR MATTING OR AND MULCH ACCORDING TO THE SEEDING SCHEDULE AND THE
FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. IG OPERATION. DITCH PROTECTION SHOWN ON THE DRAWINGS.
6. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRAL -LASE OF GRADING ACTIVITIES OR
B WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.
No. DATE BY Description
4' 8' MAX
MAX UTILITY INSTALLATIONS AND OTHER PUBLJC FACILITIES, REVISIONS INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY DRAWN BY MWW, JRS
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A DESIGNED BY MWW, JRS
A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR CHECKED BY JLL
TO FlNAL ACCEPTANCE.
1 MAX DATE DECEMBER.-2009
SIGNATURESc
5 TRANSPORTATION SERVICES TITLE
"DEEP BED OF 2"-3" COURSE OURSE PUBUC U11U11ES
5 MIN AGGREGATE SPLASH PAD CONSTRUCT CONSTRUCTED
ON DOWNSTREAM SIDE OF SILT FENCI SILT FENCE CONSERVATION ENGINEER
PLANNING ENGINEER
PICAL ILT CE L TLET ETAI :T DETAIL
A Public
( ~
N.T.S. Sewer Collection /Extension System PROJECT NO. 50015014
MAINTENANCE The City of Raleigh consents to the connection and extension of the
1 I(~ICPPf T CT,7R11 17F'(1 fll III FT f1N(~F PFR Ciftie nuhlir oeurm eueiem ne eanwn nn Ihie Winn TF~o mn8nrinl nna
Construction methods used for this protect shoil conform to the
WEEK AND AFTER EVERY RAINFALL EVENT standards and specifications of the Citys Public Utilities Handbook.
1/2 OR GREATER. City of Raleigh
2. REMOVE SEDIMENT FROM OUTLET AND Public Utilities Department Permit M,-23
REPLACE STONE AS NECESSARY. Awe
Authorization to Construct
Date
SHEET NO. 23 of 23