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LEGEND START DATE
LODA LIMITS OF DISTURBED AREA
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ToB TOP OF BANK
(~(~NTRA(~T~R T~ I Itv11T E IMIT ~ISTHRRANCF AREAS T~ THE ARS~I HTF
xx'B NEUSE RIVER BUFFER MINIMUM FOR THE PROJ
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QD SILT FENCE OUTLET
-X--X-X-X-x-x-x-x-x- SILT FENCING

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PI .QA/.S PRFPARFI~ RY
CONSTRUCTION PLANS
MI-7-07
CITY OF RALEIGH
BUFFALOS ROAD/FORESTVILLE ROAD
SURVEY DATA PROVIDED
SA~JITAR~' SEWER OUTF,4LL PUBLIi
UBLIC UTILITYQUANT/TIES HY:
16" SE i"SEWER - 4091 LIN. FEET STALLINGS SURVEYING
i"SEWER - 731 L/N. FEET P.O. BOX 1618
RALEIGH, NORTH CAROLINA ~5"sE
12" SE' SEWER - 2123 LIN. FEET WAKE FOREST NC 27588
8" SE6 "SEWER - 369 L/N. FEET 919-556-7903
4 I 46- MANHOLES
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z f~~ W ~ ~II~ ~ - z ' m~ 41e ?w ~a MANHOLE FRAME AND COVER
o III ?a zE o~w COVER 120 CBS, MINIMUM
> zr a~llie~' .d w~a ~ w r ice'".~,.•.: rwa am..
NEW CONC. TU BE 3000 PS SAW CUT AND REMOVE w ~ = N~~~;••' ' a w w w ° z ~ a aw ra > =La w w EXISTING CONC: EKISTING PAVEMENT ~ ~ ¢ ~ Nei v a •'o ~ ~ o i o 4= 0
'~3a o_J UU III Uav r-o' ~ lu~~` ' - 4'
TYP J 0 ~
?
'rl-
2' ,o a B 1/8' DIA„ 1' 0' z w = w ~II~' • , ; • , • W ~ GN CENTER ALONG CUT w > rn IR~'• ' ~ a ti ~,z' a
6' COMPACTS . , 1, 0' & DOWEL W/ #4 BAR w a z ~l~ll : D_ a a 5" 5"
NO. 67 STONE TY P: a > w ~ L7 IIP. • ~ w w•• w ~ XPANSIDN JUINT a a; B - ? a „ ? "CWT`' 0
MATERIAL MASTIC w ? ' ' , w a z BACKFILL TAMPS z w p,,..4'.' a, • v a'. J ? 0
FT SEALANT, AND DOWEL ~ a vo:;; ~ ~ • ~ r IN 6' LI S ADHESIVE AS REQUIRED ~ ~ w ' ' a ~ a w A
PIPE HY NCDOT STANDARD SPEC . ~ a w q.•°•'. ' ~ a SPECS ° w w ~ 9•v..'. a Z ooooaoo oooaooo 000
Z J J ..J ¢ W O UNDISTURBED SOIL w a a ? n•a;-¢ r } ¢ ~ A 0
S] W JV7W Vi~+<'.. =J Z -fAal SIDE
a a? a z z a a l PLAN SEE S-4 & S-5 ~ w w ~ w z ¢ ~ w: ~ r rn E~ ELEVATION
w ~ ~ q ~ F z ~ w oa SLIP RESISTANT CLEAT 25 1116'
NOTES w wax , ~ _ a o • ' . w a , w w a• 3 a ~23 11/1G~
1: See Clty of Raleigh standards for trenches and pipe bedding a w 3 o a A a a
( S-4 & S-5) for additional details, w 1 ' N ti: a~• a o r r O 2. Pavement cuts over 5'-0` In width shall be reinforced ~ ? _ ~ ro y ~ ' 'v ~ ~w A a V _ILANT ' ~ 22'
to N,C,D,O,T, standards, N r ~ 12 iWEEN FRAME
t7 f o`
nvement cuts within NC?G F ? r'" a ELEVATIDN site encroachment per: i a X F ~--25 15/16' I I' 33l/4' L~
W W w . ' J r L) -
' J a . . #3 DR #4 REBAR Z ~i ~rlL~t ~ cc.~ W
? w? ~ w ~ CORROSION RESISTANT MATERIAL F- .LL MANN?LE FRAMES SHALL BE RING WITH ANCHUR SUNK BE noMESTicALLY casr DESIGN DEPTH, AND 5i8^,
O- ~ ? ~ ~ RUBBER, PLASTIC ? w ' FRAME SHALL BE A MINIMUM F~fiT iii°jFI GAI_VANIZEI WEIGHT DF 182 LHS, WIT~iIP~ i ° h) MASHER,
f CITY GF RALEIGH F- ~ w CITY OF RALEIGH ,'UBLIC ROW AN? 160 CBS. -
CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES Z - DEPARTMENT OF PUBLIC UTILITIES UJ DEPARTMENT OF PUBLIC U' CITY DF RALEIGH WITHIN EASEMENTS, r;EVER SHALL WEIGH A CITY OF RALEIGH _ MENT GF PUBLIC UTILITIES MIN, CF 12a CBS, DEPARTMENT DF PUBLIC UTILITIES
STANDARD CONCRETE ~ TYPICAL SANITARY SEWER ~ SECTIDN A - A STANDARD SLIP RE, aLL MANHOLE FRAMES DU-'S';:E LARD SLIP RESISTANT ?F PAVED SURFACES SF'
PAVEMENT PATCH DETAIL ¢ LATERAL CONNECTION MANHOLE STEP DET BoLTEn ro THE EoNE STANDARD MANHNLE CEVER ]LE STEP DETAIL sECTIn~ r°~.r•'~r- ~ ~
DWG, NO, REVISIONS DATE REVISIONS DATE ~ DWG, NO,REVISIONS DATE REVISIUNS DATE DWG: ND, REVISIONS DATE REVISIOP S_2 Y.C.A. 1e-31-9 RRH a-ag-oa C.A. 2-31-9 RRH 3-30-00 DATE REVISIUNS DATE r4NIMi.i DWG, NO. REVISIONS DATE REVISIUNS DATE 3-30-0 3-1-87 3-1-87
6-Z3-99 5-30 ,C:A, 6-92 S_28 RRH 3-30-0 5-25 RRH 3-30-0 V / I~' .I
W W
O !V L_ll 1 I__.
I~
~I, ~n~ V J O
NEW MANHOLES USE AN APPROVED H[TUNINOUS BASE SEALANT THAT SHALL HE APPLIED TU
SEE C:O:R: STAMDARD 5-25 THE TDP OF THE CONE SECTION TD PROVIDE 5,Q' FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL: THRUST COLLAR 'C
'ep ~ e. 4' ~ ..'de . /
8" ?:I: HALF-ROUND - Q ~ a
THRU MANHOLE d..''`' _ ',e -n.~.i',•• ..,I,. , - .-0 a <C ~ ~
'a 0 - w ~'.p F' a
r, •w' Z i,' ' . , A... f PRECAST MANHOLE d a.•.'•'~• •..a s~a~A, .A,. AT 4..~.:p ..l..p~`y. 1 'r ~o o.~. ~'p.
.4_, D. pRP ~ / a~
A•'a - ~ " ~ ECCENTRIC M.H. CONE MAY A ~ ~ . D 'Y :,p,', 4. • N'. 4~ "..d,9 '4 ~ ' z BE USED OIJ B' 10' AND ~ LLI ~ a U f
~ l2' SEWER MAINS. ~ ~ a SECTION AT RIGHT ANGLE TO CENTER LINE DF PIPE 6 - .A 6' MANHOLE CONE AND BARREL ~ - tP
SECTIONS SH0.LL BE AS PER sJ- ;•a ~ 'd_ 0.STM. STANDARDS ~ ? W ~ 'X' BA UNDISTURBE? SUIL
DUCTILE IRON PIPE AND 4'-6' DIA. AS aa ='*,.:.p~°:''`+ ~
DUCTILE IRON "'v REQUIRED ' ~ - ° d'~'± ~
BENDS AS NEEDS?, WITH ¢ _ e,•~'b'b'.':9p•;°'w A A' 4 ~ a' ' "G` RING SEAL U' °a ~ UJ NO MORE THAN THREE a'~ q W
JOINTS OF HALF PIPE, ~ > s, DR RAM-NECK z W z ' a tilt ,X+.
aD r. :-er ~ 0 LJ7 O j G ,.d
•w ' ~ ~ A.1;~•a UHBER BOOT U Q n ~ f Q a LJ~
4 d ,Q' . . •o'..~.. ' SHALL Pt: ? n 0 'sn INVERT SHOULDER ° DUCTILE IRON p N MAtrv $PRir J N o .rp,o.:.' ..-'.P_~'~. a.Q 'c,_!e NEEDSIDI v ~
''.a6, FROM PREVIOUS a .;a . ~ rEAR FLOOD Pv W ?UCTILE IRON MANHGLE ' . ~ v . ; , ~ ° ~ AND vfrvr rL ' 3' MIN, 'Y" BA 3' MIN,
TO NEXT - ~ ' a .'P': 6' niP YEAR FLOOD PL n':': • q.- a..c''•. 4'. M'.• '.ark . 1 _::7V MANHOLE TOPS AAE ;l MANHOLE SLOPE 10% +cess OF a' AeDVe GRAD(. o CLEARANCE ,B. CLEARANCE
P 9' ~"'TS]DE STEPS MUST BE .4' a a. 3.r'~o- ~ y'° 'a~af ' OR GREATER v1DED. sEE sTAnmRD REINFORCING REQUIREMENTS W Ia Pa[ REMR SRE 'X' HN1 1F11GfH m 8rR 4EOiR 'Y' 1AR LEN41N 'P Bw vEllilr m Rk11RE9
PRECAST O' " h• • A+. ; ,e ' i Y'; •p SECTION A-A ~ 8 FOR STEP DETAIL s^ ° fl'„ 'a'.; ' TRAFF]C ARMS, TOP ~ m MANHOLE ~ D• .,r:. A.. a•, a:'°..;..~ ~ 'NE AND COVER SH 1 ~ F a V - 36' IS Y-Ya 6D. PPE L043 LRXIFT 1'-1' L7 LRX, ULN X~, Y-12 u AB' f Onn~ I6 3'-Ct 0.D. PPE LTOE IBS.FT !"9' L9 LXX EALN X-w, r-IR
Ik_LC~D A MI& Uf SECTION ALONG CENTER LINE OF PIPE N Uu F u u o N x g = ti THRUST COLLAR AND THRUST SCHEDULE
. Q': ~s 9:., ~L a F.. NOTEI SEE SEWER DESIGN SECTION ? o o i n b• ' H o u ~ysa d ~ i y 0 w ~ ~ la P?E 'H R' '66•a6', va~•v^f•~ 5u~-9v, 15' -{/,1/Oad~d'{/ °o o i prc ~ w ~ w ~ 6' - 96' 14' 1'-T 2' a' V
NO HORIZONTAL ALIGNMENT CHANGE ~ w o~ CAN HE MADE WITH IN THIS MANHOLE A °'i A N[N: 9• COMPACTED N67 STONE IUiI ~ ~ o W D= =~N)¢wu X8'4RnnSw 1'-8' 1'-4 X' 8y~~o~~ o -u
BASE TO BE INSTALLED ~ ~ ~ TYPE USE ON GRADES 10% OR GREATER, , ' UNDER new MANHOLE, ~ ~ ~ r~ ,,JJ qq ll7~ ~ ZZ ~ NOTES N uy~j„vligp~w¢W
~ w~ j• IN NON-TRAFFIC AREAS. TOP OF Lt.l W o ~ ~ w w o ~ y ~ ~ ? ~ a ¢ ~ SEE STANDARD DETAD. S-7 FDR THRUST BLOCK IOCATIONS~ ~ a s=~
FRAME 0.ND COVER SHALL HE ~ ~ ~ ~ ~ ~ ~ a ; INSTALLED A MIN. DF 1' ABOVE ? - F[NISHEO GROUND SURFACE, \ ~ ° ° ~ 9 ~ F i ~ i ~ w o ~ ~ ~ 2, CONCRETE SHALL HE 3000 PS1 AND TRANSIT NIXED ~ ~ ~ ~ 9 ~ y ~ ~ o ~ m 'w 3. REINFORCING HARS SHALL HE nEFORMED AND TIED TIIGETHER~
d.' . P W z ~ r i a d ~ d H 4. TRENCH BOTTOM VIDTH IN Y[CINCfY OF THRUST HLOCK INSTALLATION SHALL HE THE MINIMUM YIDTH AS SHAWN ON STANDARD DETAIL S-4 & S-5,
CITY OF RALEIGH ~n.~:, • V CITY DF RALEIGH .e4. W DEPARTMENT OF PUBLIC UTILITIES ~ CITY OF RALEIGH CITY OF RALEIGH 5, BACKF]LL TAMPED [N 6' LEFTS PER CITY OF RALEIGH
DEPARTMENT of PUBLIC urILIT1ES :~4'~`9.° a, DEPARTMENT OF PUBLIC U MENT Of PUBLIC UTILITIES sTANnARn nETAIL s-A a s-s. DEPARTMENT GF PUBLIC UTILITIES 6 NEEDED ONLHDTHNSI ES~ALONG BOTH THRUST BLOCKING DESIGN DATA
STANDARD HIGH VELOCITY MANHOLE INVERT STAN?ARD PRECAST SANITARY _ :;''v•;':vir,l SEWER MANHOLE _ •q :°'A' STANDARD THRUST BLOCK] D THRUST BLOCKING VIEWS EnGES aF cDLLAR aeouen clRCUNFERENCE. FOR SEWER FORCE MAIN
DWG. NO.REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS ?ATE _ " DATE REVISIONS DATE DWG, NG,REVISIDNS DATE REVISIUNS DATE
5-23 H-ray RRH a-HD-DD ; v~ v • DWG, NO, REVISIONS DATE REVISIOt $-2g Y:L~A: 12-31-92 ABH 2-21-05 _ Y,C~A~ 12-31-91 RRH 3-3D-OD S-7 D,W,D, 9-7-99 RRt RRH - - S_6 RRH i-21-00 9-7-99
Z
FINISHED GRADE OC
~
/ NEW ASPHALT SURFACE COURSE
/ EXISTING PAVEMENT 2" MINIMUM EXISTING PAVEMENT FINAL UN?ISTURBED SOIL
BACKFILL °0~8°
EKISTING
SUBGRADE -0.
• UNDISTURBED SOIL
COMPACTED FILL
IN 6' LIFTS ~ '
PIPE INITIAL
BACKFILL
REFER TO S-4 W J
NOTES & S-5 1: The pavement cut shop be defined by a straight edge U
° ° and cut with on approved sawcut machine: _,.-MINIMUM SIDE 2, The trench sub rode material shall be backflded L-_ DRE?~JN
b' #67 STONE 6` ,D, OF PIP 6` CLEARANCE g WHEN ROCK IS wYth suitable naterlal and compacted to a density
-MAXIMUM SIDE of at least 95% of that obtained by compocting a ENCOUNTERED 12' D.D. OF PIP 12' CLEARANCE sample of the naterlal In accordance with AASHTC CHE::KED
T-99 ns modified by NCDUT: 3, The final 1' of fill shall consist of ABC
II :;:._i ,-'z'dUir y ~Oi'd°~9 ur'1d bracing, dm2n510r, , naterlal compacted to a density equal to 100Y, Inside face of the shoring and bracing, of that obtained by compacting a sample of the APPROVED
material In accordance with AASHTO T-80 as
Na rocks or boulders 4' ar larger to be used In Initial ke.rk~'i modified by NCDOT. 4. The entire thickness and vertical edge of cut 8TART DATE
: All backflll material shall be suitable native materla6 snau be tacked. 5, The same depth of pavement naterlal which exists
a. Anrhflll chnll ha tmm~ad In 6' llDtc In trnCFlr nranc. 1?' shall be relnstolled, but In no case shall Ene nnn~
th be less than 2' thick, -n-traffic areas, the asphalt 6. The asphalt pavement material shoU be Installed
:hleve 80% compaction In non and compacted thoroughly with a smooth drum roller
afflc areas. to achieve a smooth level patch. 7, Refer to City of Ralelgh stondords for ty WD LWG hM ~~r erA Y4n.bnUw~i m.R.lr+.~l l:~&4 a.}.~ ~~I wd.~m 4~~
In easement 4' topsoil, CITY OF RALEIGH trenches and pipe bedding C S-4 b S-5) clean select flU Is re,":: DEPARTMENT OF PUBLIC UTILITIES for additional detalls, CITY OF RALEIGH
TRENCH BOTTOM DIMENSIONS 8 BACKFILLING DEPARTMENT OF PUBLIC UTILITIES
REQUIREMENTS FOR DUCTILE IRON STANDARD ASPHALT AND REINFORCED CONCRETE PIPE.
DWG. NO. REVISIONS DATE REVISIONS DATE PAVEMENT PATCH DETAIL
S-4 3-1-87 RRH 3-30-00 DWG, NO, REVISIONS DATE REVISIONS DATE S_3 D,W,C, I1-1-99 RRH 13-30-001 1

r----
V r
R/3 V
PIPE OUTLET TO FLAT AREA 'Mlli NO D29'•"~' :"~'~';','EL tl 4' 'N iP'
I' SIDE wEW fiLTER FAHRiC RR
A B' HMVEL lEBOiNB
~ PART PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN ,~RCMrcw~~ ns-lu
NOTES I~ , (SHAPED BY BULLDOZER) b ro-axm smRe asx)
nuJ (1) d - 1.5 11ME5 THE MA%IMUM STONE DIAMETER BUT NDT IEBS THAN 8 ~IE~I~'"": "''DTI wfeFe
- ~ INCHES, '~II~ '~..'v{" ,~~,i:, : d t' 1' ABOVE MAiDMUM TAILWATER ~ mmiwo sore
OR TOP OF CSIANNEL BANK (WHICN- (~~(~~-(q~ ,x: EVER IS LESS). PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN ~ I-,1 ~ •fl f 7- A. y ~ -t, e'<_;;~
, Fm slu of c,e7;~~•c~i~ FDOnra - sEE ROTE ~ -LENGTH OF RIPRAP APRfNM, le' TC Ir
~ sanxx+kn TRAPEZOIDAL 6, FH.TER FABRIC DI
LRLIVEL BEDDING
IF sl0rle olA> e-, rminoE cmrtxntE uNOB;uNw a+ 4• lulwl HT wuxm sroRe eFBdlB wtcw,L V-SHAPED WATERWAY WITH STGNE CENTER DRAIN r~oNr wew
NOTES F0011NG SIZE PLAN FlPEB~ WmH awN ~1~1,~'~~;Iq~.~:,:.j,,r CSHAPED HY MDTDR GRADER) i
.r - M• B• Is• j 24' - 79" 12' 24' oantm xRPes~
ttPE B JB' - SN 10' BB' PIPE ounET ra wTLL-''„~rINED CHANNEL V-SHAPED WATERWAY WITH STONE CENTER DRAIN TYPICAL RIP RAP CHANNEL
wtsa
- o _ _ q ~
,5 T. ..'n,. . , - ~ _ i n
0 FILTER FABRIC tat TRAPEZOIDAL eRAVEI emRING N R49ED alARe
~ CROSS SECTION o ~b s n ° m
_ ~ NBTE~ NOTEi Cf1Y DF RALEIGH NOTE:
TO BE USED VHERF PRDHIHIi VEGETATI TD HE USED VHERE E%CESSIVE STORM HATER VELOCITIES T. H~CHT @ N1DW OEiFRMINEO HY F)OSDNC TOPOCRAGIIY ave teMRR PROHIBIT VEGETAIIVE LININGS. - - AND SEDIMENT STORAGE RFpIIIRED. I I
SIZE DF STONE MU: DESIGN PROCEDURE, SIZE GF STGNE MUST HE ?ETERMINE? HY APPROPRIATE ~ 2 REY RIP RAP INTO THE DAM FCR STAHIUZATICN. W DESIGN PROCEDURE. ~ ntiE ~ ~
C1fY OF lf.'Lc1F! ~ - - - - - - - - - - - - - - - - - - - - - ~ DIMENSIONS FOR d DIMENSIONS PGR d t W VARIES ACCORDING TD
- DESIGN, SECFgN B-B DESIGN,
i DREr BwRN B/.• ~ v-~
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- F-- z
Ww~
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- ~I
ELEVATION
TEMPCRARY DIVERSION GERM/ DITCH
DEFlNITION A TEMPORARY RIDGE Cf COMPACTED SOIL LOCATED AT hIE TOP OR SASE I/`1 DWIEf01 ff RPE aA
DF A SLOPRlG DISTURBED AREA. PURPOSES 1Z' XNItllfl4'R 6 6AEAIBA Ca1AHE lOOfEL117E 8' DE°P
1. '<0 OIVeTtT BTIXiM RUNOFF FROM HIBHER DRAINADE APEAS AWAY FROM - - ~ UNPROTECIID SLOPES TO A STABIUZm OUTLET; GROi FlLL GOJEREO B/ ViRRE ANOCLM ROCK
OA 2. TO DIVERT ffDIMFNT-LADEN RUNOFF FROM A DISTURBED AREA TO A
SEDIMENT TRAPPING FAQUTY. W
CIXVOI110N5 MHERE PRACTICE P.PPUE9 HHEREVEA STORMWATER RUNOFF MUST BE TEMPORARILY DIVERTED TD PRDIECT
0151URBE0 SLOPES OR RETAIN SEDIMENTS ON SITE DARING CONSTRUCDON.
TEMPORARY DIVERSION BERM/ DITCH ~ V /
A. MACHINE COMPACTION OF ALL FlLL IS REC%11Rm. DIVERSIONS SUFFlCIENT TD DIRECT ALL SEDIMENT- LADEN STDRMWATER INTO A SEDIMENT CONTROL DENCE MUST BE INSTALLED 'V~)pp() CIAACm a PpE ClIL4tA75 ,YI1CxAJC
~ \ PRHJR TO CLEARIMO & DRUBBING THE AREA (IXi IN CIXRJUNCTION R1TH THIS OPERATION IF $EOIMENT CGFJTROLS k DIVERSIONS ARE INSTALLED AS EACH CRITICAL lOAE1NEA -awn EuL FlnA' I
POINT IS REACHED). S. OIVERSICNS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCDON OPERATIONS.
C, DIVERSIONS SHWlO BE SEEDED k MULCHED IF THEY ARE REMAIN IN PLACE OVER JO GAYS. W PLAN (/~'~J
51DE VIEW D. CHECR DENCE AFTER EACH RP1N, BUT ONCE A REEK REOAtDILE85. REPAIR AS CROSS SECTION NECESSARY.
NATURAL GROUND OR FILL DA CUT SLOPE ',ltis.;{; ~ ~ eAanl Pu CPYERm m
Z'MIN. FLOW H Lnv ';~:,ei~..'~;+~," .',yR1 ~ ~ URCC ANLUL4R ROCK owasE Ax~c+rE
I I SLOPES _I-
2d MA%,fTYPJ 18'MIN. 16'M1N, ~e e;e ~e'.ti a,. r° ~ '°ae re'°ee~ee ee°r~ .l °e~°°°6°O~Y.PY Y V~.~1PN ~4°'.~Y Y 5°Y, W.°yl e
COMPACTED 4'[LL •Y'. 11 a°°~~ep~ °b.a~e~e e~e~°.e°N°e. a oyo~ o.~My°e4°..
~ BERM DITCH 4°~'"°~ ee~eB~Oeb°''°/°0y~be ioe~~~°'4'"fi ~~~Yeed~"~°~~ IJ~ e
e R'r",.In ~ .y'~ ` NATURAL GROUND OR F[LL OR CUY SLOPE CROSS SECTIONAL VIEW ~a'°~°~ a°°'°Ypp4° ..w ~ee~ . ~°°°~S ~~e°'pq¢ P°~°~ eo a ee o iS ue° ti° °g ~q' ' ~ A° >34 >!9p $ °
_ t~'+~' 4 2'MIM ~ -I /FLOW s
y ~ COMPACTED FILL ! ~ ;
FRONT VIEW ~ B•MIN, > PLAN VIEW I , I MNadDM I MNMBM ~ TCP CE aWN CHNIN0. If+ ~ ~ ~
A _ _ ~ I HERM/ DITCH CITY OF RAI.EIGN r b CITY OF RALEIGk
NUTES~
~ - - ~ ` POSITIVE GRADE MUST BE APPROVED TD ASSURE DRAINAGE pl0 B,61MR BA STEP SEQUENCE [F SLOPE E%CEEDS PZ, SEED i MULCH DIVERSION, TRY NOT TO oATe aa~rN IBO 3
E%CEEO 7Z f HIGH VELOCITIES RESULT). NA%IMUM ?.A, =S ACRES - WITHOUT SUPPORTING CALCS. DIVERSIONS AT THE TOP DF SLOPES.
MUST EMPTY INTO AN APPROVED SLOPE DRAIN, - ?ERM/DITCH [S MOST COMMONLY USED,
- - - - - - - - - - - - - - - - - - - - - ,J - - - - - - - - - - - - - - - - - - - - ~ - - -
- - - - - - - - - - - - - - - J
fA Z . _ . - .L- 0
r - - - - - - - - - - - - - - - -
I , .
ann+~,
I- +
III W ~ AI"II I ~ ICI ,116 d~
I} I III - FP,ONT VIEW
~ II ""~Ta°~ e a°o .~s~~.. , r.. I, " e Ddb , o
~ 161 ;P,I( .~rpa ~ S ; ~ g` • ea'.O ,o e'er~~ ~ TREE PROIECiICM AREA
0 ~k III ~ ~ iR' ' DO NOT ENBFR I
- - I- I / r ; 1
-I I = _ _ III ITV - I I = I ~ / fJl SIDE VIEW WARNING SIGN DETAIL
I I. I-I ~ I 111= _ I11. ' - -
-III- I - ' I I ;f raeis Mn n~+la ,
ELEVATION k. ~~J ~.y~ ^
i ~
goo ~_6p~., 0 0 0 STANDARD TEMPORARY SILT /TREE PROTECTION FENCE 1A
. 080 0°B'.4]g a 0 ~ p,p 0o.v°A O~oF~ , Oo 'Pq ~ GP' ° P°°p0 °D°°°P ° p0~ P PP o p w 00 ° 00 0'00°. Op .p D00. o p v ~ o. P °.0 0' 0 P DO ° U
°°p OV°AO,.OoO op ooop° p. p.o$p o0.0 p Dp p p ~ 0. 00o Oo p.o by 0.00 °po0o o p qD OQp °0 ~ ~ L-_ DR~,';,IN
00 o v ° 0 0~,o DO D p oDR pa Oo D.pO p. 00, .,p.q• v qo° D O pv °°Q. 0 °~Q 0 v0 °~D'Pd v 0P0 0p 00 OF O o o° q D O D p ~'D o° O o el~F.~ FLLRR F76RIC °D•opop P O~aD o`.qv p Dv p~q °ORi~ I i
i D° q.poa poo n.p qp a, poo00. po Dq,p ~OOD ~ N p aq.v 0°v~ v0 'o p 0 0 o p' CHEt.~CED
~v°p ~cp~ q, po.o °p4po Oo 0.0 0°o0°, °p ~~~b°. , "V[~ j r w.
$ h VlpppL APPROVED
`x::4..4:{+,.^• ~r a7 ,~'N,' . 4C~~~•., START DATE
PLAN
S 7 If1C MY1C
VNO WVG
ma UR1NN BY. T'
FRONT VIEW
SILT FENCE OUTLET DETAIL

AERIAL PIPE CROSSING W ~ w ~ 1/4"x3" GALV. STRAP WITH 1/4"x2 1/2" NEOPRENE PAD
~ _ ADHERED TO STRAP SNUG FlT (SEE NOTE 5)
GENERAL NOTES; l w~~~U w~~ ~o,. p~Mw ~ 2-0 2-D 1/4"x6" NEOPRENE PAO 1
a°oNJ f rLZO ~ ~w~~ ~ I o 4MIN 1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TD THE APPROPRIATE o. z r w a ~ o ~ w ~ ~ ~ ' I- cD °z ~ m I ADHERED 10 SADDLE 3/4" D } ANCHOR BOLTS,
SECTIONS OF THE CITY OF RALEIGH PUBLIC U1ILITIES HAND800K UNLESS NOTED OTHERWISE ~ rv a ° ~ ~ ~ ? a a I ° z ` ~ ~ z w ; z a HEREIN. ~ wwwQ ww~ wm ow _o~W ~Fd ~ ~ ~z ~ 3za~ ~ 120' ~ ASTM A3D7 OR A36
? ~~aUQ J ~4w ~Vi ?Q?~ a: ° f a Ow O a EXISTING GRADE SEE NOTE 4 SEE NOTE 4
2. RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINDS AND ~ w ~ °w ? ? z : I I s' ~ ° ° ~ ? v w ? ° } a I r~ J ? z / rn~ zw J ~ wp w ~ WELDED RETAINER BARS DR 80LTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS ° ~ J = r w a \ n- w w o w w w - o cn ~ w ° STEEL CASING PIPE FOR BAR SIZE FOR BAR SIZE AND SPACING AND SPACNG
o4-ZK g ~ ~d'G] UVi '4 'r'-'. CL= :iV ~ ';;~%Y ANO RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO w o W ~ 3 0 ~ ~ o- ~ w o ~ ? ~ z ~ ~~o °z?~cs °z?Z w~Zw ~L I_ _ PIPE ALIGNMENT GUIDE ~
ANSI B18.2. RESTRAINED PIPE AND FITTINGS SHALL BE FLEX-RING OR LOK-RING TYPE JOINTS = ~ o - ~ - W F ~ ~ ~ ~ - ° a ? ~ o ~ p A$ MANUFACTURED BY AMERICAN CAST IRON PIPE CO.; TR FLEX AS MANUFACTURED BY US z z w ? 8 D" ° w o w z _ w ~ c~ ~ ¢ o F ~ a ' LOCATED AT EACH JOINT, II- SEE DWG 5-39 ~,~f
a owz maws M wz~ m~~r- ~wav~ r< 1.-_.. PIPE, BOLT-LOK A5 MANUFACTURED BY GRIFFEN PIPE PRODUCTS, OR EQUAL ~ v cn a Typ m j ~ w Z Z o , ? ~ ` ~ r- w w f' m ~ z Z a w -
aaWN~ ?m 1'~~ wa. =z~~ ~~o= mw 3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS. _ I W d rz °w w a ~ ! i1 m ~ ; ° ~ m z o ~ o o - z
CONCRETE COMPRESSIVE STRENGTH = 4000 P51 - IJild~UO ni yr. ~3i d~Q~ `UZOW ~p I
NOMINAL SLUMP = 4 INCHES - ~ X = a - - w a ? a w o w ~ r - WATER CEMENTITOUS MATERIALS RATIO = 0.45 MAX I y N~ z a a Y n w ~ a w l c=n ~ d / ( ) PIPE JOINT, T1P ~ ,
AIR CONTENT = 6% t 1.5% w w z ~ ~ w ~ a - NIIN o ~ ¢ - ~ ~ F a m 9 ~ ~ d w ~ NON-SHRINK ~ a ',.D - _a?~o =m off' DIP CARRIER PIPE (RINK F
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES w ~ ~ o a o z t ~ ~ ~ , ~ ~ z ~ o U GROUT PLUG, I a~o~_ z w I s ANO AIR, CEMENT SHALL BE TYPE I/II DR II IN ACCORDANCE WITH ASTM C-150. MATERIAL _ ~ v ¢ z w a m o ~ ? w w rz o o m ? w o o N STANDARD SEE DWG 5-17 'LUG,
REQUIREMENTS FDR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. ~ a ~ v ~k ~ ~ w v o ~ J ~ MANHOLE 3/4" STAINLESS STEEL NOTES: ANCHOR BOLTS CASING "H" THICKNESS PIER FOOTING FOOTING 1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS
gy'm`'' J - o° ~ oN¢ao COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE ~ p a ~ I w o~-~- O SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25%. .I ~ z ~ ~ a ~ ~ _I o a: z ~ N ~i ~ SECTI PIPE DIA. W1DTH LENGTH WIDTH BASED DN THE FOLLOWING PARAMETERS: SECTION (F~.) "A" UN.)
N ~j ~ a D7 UR'd In MCOU ~ w d a z (n N~ I "D" (IN.) "B" (FT.) "C" (FT.) "D° (FT.) ALLOWABLE SOIL BEARING CAPACITY = 2000 P~ CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
Z - w CD P ALL EXPOSED DDNCRETE CORNERS SHALL BE CHAMFERED 3 4". w ~ a - a ~ ~ ~ w I w 4. j a~ Er J o~ ~''w~n~ -o ~ Z m~ nw. °w w m S 6 12 2'-4" 5'-6" 3'-0" GRADE 60 REINFORCING STEEL 6 12 2'-4° 6'-3" 3'-0" MAMIMUM STREAM VELOCITY = 10 FT/SEC
5. CONVENTONAL REINFORCING S1EEL SHALL CONFORM TO ASTM A615 GRADE 6D AND SHALL BE o ~ m ° z a w ~ ~ a ~ w U ~ ~ a ~ o m o o ~ m o o m m m ~n ~ d - I- g a E>_ w d- d- ~r! ~rf i.n u7 ~n co m ca o ca EXISTING GRADE 6-12 1O 12 2'-4° 6'-B" 3'-0° MAXIMUM SUPPORT HEIGHT (H) = 12'-0"
_aF a U~ wUa ~~~m 3w? zaWZ ° ~ U om.. PLACED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" ¢ ~ ? 3 3 0 3 w ° ~ ? o ~ w m~~' zr w? o~nw wwzz w°°~ ~cna a z a 12 I 12 ~ 2' 4" T 2"_ 3' 0" IF FlELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE _ _ PARAMETERS, 1HE FOUNDATION DESIGN SHALL HE REVIEWED
(LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE cn I w w w v moo U a W Z ~ P= X _ J~[Y Xa W ?W~J Ha ZZ~ F-O C7? a W ~~~'~!'~w? Q GLASS 'B' CONFORMING T4 THE PROVISIONS DF ACI 318 "6UILDING CODE REQUIREMENTS FOR w o J m a m a J z w ~ m ~ a vT STEEL CASING PIPE ~ 6 12 3'-O" ~ 8'-D" 3'-0" BY THE ENGINEER.
ova wd Nm www~ Jf4F- ? o-~z vl d zw U ~ REINFORCED CONCRETE". "s m s ~ ~ ~ W °z N ° ¢ a w w 14-20 B 12 3-D 9-D" 3-O 2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE 10 12 3'-D" 9'-16" 3'-0° TO W17HSTAND 2D00 PSf BEARING PRESSURE, A PILE
v=izao ~aw mos~ 3.1; x° w g`lz ~ ~ cD o w? d Y o o u~ ~n 4n o 0 0 .n ~rl ul o ocn Uo~ JUOw v,~n w U^ ooNNNUI~n~rlrrro 6, NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN z r z ~ ¢ s ,q w w ti p z~ Y. ° I- ~ c~ s z m ~ ~ ~ r r r r r7 m n o _ 12 I 14 3'-O" 10'-6" 3'-0" SUPPORTED FOUNDATION SHAll BE UTILIZED AS PER DRAWING 5 6 14 3'-B" I 8'-9" 4'-0" 5-15.
NEOPRENE, WITH DUROMETER HARDNESS = 5D. F w a ~ ? ~ 3 z ° ~ w ? m w to z z ~ N N n `r ~ 8 14 3'-B" 10'-O" 4'-0" 22-28 1O 14 3'-B" 11'-0" 4'-0" 3• IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3-FEET W
~,UI+11 V7~ 06 (nom` CL wo Q,~ ~a J O O O O O O O O O D O O r2wZ ~ZO VC7N~ `a~ UO O UQ 7, PILES SHALL 8E STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE o I- a o ~ W ~ ~ m _ w MINIMUM COVER OVER FOOTING, DOWELS SHALL BE DRILLED 12 14 3'-B'~ 11'-10" 4'-0" INTO BEDROCK PRIOR TD PLACING FOUNDATION. SEE DRAWING
REQUIREMENTS OF ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN d W z a ~ ~ ~n a a a ur DIP CARRIER PIPE ~ < 6 16 4'-4" 9'-0" 4'-0" 5-16.
ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING OF 30 III W v E~ z ~ z w ~ o Z w ; oz~`` moF o°r~ .I ~ ~ ~ cD 5TA TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN 6 18 4'-4" 10'-6" 4'-0" 4.1WELVE-INCH AND FOURTEEN-INCH W1DE PIERS AND FOOTINGS JD-~ 1D I 18 4'-4" 11'-6" 4'-0° SHALL BE REINFORCED WITH ,~5 BARS AT 12 INCHES OC IN
Noa W w~`E wOwuTO o z~ w N ~"'~z ~r m m o .r ~n o N m N m co MANHOLE DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WI~EREBY THE HEAD ~ m o w N a ~ ~ w ~ w I ~ i d w ¢ w a" ~ ~ N N N r~ m M ~ ~ m PIPE SUPPORT, 12 18 4'-4" 12'-4" 4'-0" EACH DIRECTION ON EACH FACE. EIGHTEEN-INCH W1DE PIERS -
OF THE PILE 15 NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE TESTED TO o o ? _ ? o ~ m z ~ ~ o w v ~ s - ? m a ~ a 3 4 STAINLESS S L, DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL 8~_ ° w a a ~ m ~ ~ S ~ ~ ~ m ~ <6 18 5'-4" 9'-6" 5'-0° AND FOOTINGS SHALL BE REINFORCED WITH ~7 BARS AT 12 ~ f /1 _ES5 S ~L-I 6 18 5'-4" ' 11'-0" 5'-0" INCHES OC IN EACH DIRECTION ON EACH FACE 1J 1
0 a ca z ¢ I M ANCHOR BOLTS CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILES m ¢ z ? ? ¢ z a o w ~ ~ w a° m~ LTS 38-48 1D I 18 5'-4" 12'-O' 5'-0" 5. EIGHTEEN-INCH WDE PIERS SHALL REgUIRE TWO STRAPS OVER
o TYP Ul ~-oz Ee~~ a?°a ~ ao~' o a:~~ ARE EXPOSED, PILES SHALL BE PAINTED AND/OR COATED IN ACCORDANCE 4MTH THE CITY Z w ~ EC a ¢ a cD w tr a o ? o w ? ~ SPEDIFICATIONS, i- ¢ a N a ~ w ? z w ¢ > I ~ ~ Q ~ z ~ m ~ ~ N N r~ r7 ~ LEVp 12 I 18 5'-4° 12'-1O" 5'-0" 1HE PIPE INSTEAD OF ONE (AS SHOWN). ~ ~ W LEVATI O . ~ S 6 18 I 6'-4" 9'-10" I 5'-0° 6. WHEN CONCRETE SUPPORTS ARE REpDIRED TO BE LOCATED ~ L _
~ ~ECUa ~?O rfiwll)[L N ~ ~°Z rrw~- O N ~ EO m O ~t O EO N Q w ? a a a" w ~iw~ Z N N7 I 1 JW2 UCL? 8 16 6'-4" i 11'-4" 5'-0" WITHIN A STREAM AND ARE NOT COVERED W1TH BACNFILL, SEE I _ 51-56 1D 18 6'-4" 12'-4" 5'-0" DRA4MNG 5-18 FOR MODIFlCAl10NS TO UPSTREAM FACE OF
~ w~~ ~ ama ° azo w~ aos 12 I 18 ~ 6'-4" 113'-2" ~ 5'-0" SUPPORT.
I CITY OF RALEIGH ~ i ~ ~ ~ a ~ CITY OF RALEIGH CITY OF RALEIGH NaTE: CITY OF RALEIGH _ CITY OF RALEIGH ~1 ~
° rn w ~ °w ~ ~ I _ i - SEE NOTE 4 ON DWG S-11 IF STEEL DEPARTMENT OF PUBLIC UTILITIES ~ ~ o ~ ? z o DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES PIPE IS USED 1N uEU OF DUCTILE IRON t1 IF STEEL DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES I ~ DUCTILE IRON O
moz ~d~wz I ~ t ~I w r w PIPE FOR CARRIER PIPE. AERIAL PIPE CROSSING W ° u~ ~ w `r° AERIAL PIPE CROSSING AERIAL PIPE CROSSING AERIAL PIPE CROSSING AERIAL PIPE CROSSING ~ ~
~vwia o~m~ TYPICAL PLAN ~ STEEL CASING PIPE ELEVATION GENERAL NOTES Q TYPICAL PIPE SECTION AND ELEVATION CONCRETE PIER DETAIL ~ ~ ~
DWG N0. AEN90N5 DALE AENE7DNE DATE DWY;, ND, RENSIDNS DALE RENSIDNS DAIS ~ DW'6 NQ RENSIDNS DALE RENSIDNS DALE p'A'D DWG ND. REN90NS DALE AENSIDNS DALE DWG ND. fiEN9EN5 DATE REN90N5 DALE
5-10 S-11 S-12 S- 5-13 ~ S-14 ~
~J~
O ~ L~
Q
W
2-1/4"x3" GALV STRAPS WITH t/a'x3° GALV. S1RAP WI11T
1/4"x2 1/2" NEOPRENE PAD ADHERED TO S1RApENE PAD
ADHERED TO STRAP (SEE NOTE 4) 1/4"x6" NEOPRENE 1/4'x6° NEOPRENE PAD NON-SHRINK GROUT cROUr
PAD ADHERED TO ADHERED TO SADDLE D 3/4' o STAINLESS BULKHEAD AT EACH EACH _ ~ TURN DOWN ELBOW DETAIL B IG PIPE FlNISHED GRADE ~ W1TH INSECT SCREEN 60'
SADDLE SNUG FIT ; sTE~. ANCHaR aOLTS, END OF CASING PIPE / STYROFOAM PLUG TO LUG TO I
3 4"0 GALV ~ 1 AsrM Aam oR Ass #3 STIRRUPS ASSIST GROUT PLACEMENT, ANCHOR BOLTS TYf' SEE NorE 3 SEE NOTE 3 ALL AROUND PLACEMENT, B" ~
ASTM A307 FOR DAR SIZE FOR BAR 512E
OR A36 4- 4, TYP AND SPACING AND sPACINC " STEEL CASING PIPE ~ # A \ i 3 CLEAR _ _ DIP CARRIER PIPE PIPE i 1 QETAIL A I \ ~ PIPE ~ ~2° d GALV STEEL VENT, 45. \VI
II II N ` II 120' 4-#4 ~ ' ` C NORMAL FOOTING _ - ~ TWO PER CASING, ONE AT EACH END OF COLUMN VERTICAL $ COLUMN HORIZONTAL OR
u U J THICKNESS, . , CASING PIPE ~ VERTICAL
#3 STIRRUP ° ? SEE NOTE 1 " ~ ~
3 STIRRUP I z ~ CONCRETE FOR ~ ~ # a 4-#7 N ~ ~ ~ LEVELING MAY ' ~ ~ TOP 0 MPETENT
BELOW PIPE ~ ~ ~ Tti ~ ~ - BE PLACED WITH ~ ~ ~ (BEYOND) 3 ~ 3 1 ' I V~V t , 3 CIRCULAR m T0011NG ~ ~ ~ PROVIDE PLASTIC SHEET - BONG-BREAKER BETWEEN
HP12x53 12 12~ HOOPS, TYP ~ N ~x CARRIER PIPE AND GROUT,
I HP 12x53 STEEL PILE I I STEEL PILE - HP12x53 STEEL PILE ~ i j ~j` ALL AROUND ~ I
12 GALV STEEL DRAIN / NONE~SHRINK GROUT SHALL 8E
FOR PILE SPLICE, FDR PILE SPLICE, ~ PRONDE 2° 9 GALV STEEL DRAIN 1 „ SEE DWG S-18 18" 1 „ D A SEE DWG 5-18 18" F 18" ~ z IN BULKHEAD AT EACH END
8 18 B 8 ~ ~ #7 BARS ~1Z" OF CASING PIPE AND iJ3 I I AROUND PERIMETER CU YD OF CRUSHED STONE E PETANDH 3ND "EUCO-N-S" BY THE EUCLID ~ ~ e. CHEMICAL COMPANY; "MASTERFLOW USHER STONE 713" BY MASTER BUILDERS, DETAIL A DETAIL e
A OF F0011NG AT DRAIN, WRAP STONE AABRSTONE OR EQUAL. 'POSITION OF COLUMN DURING WELDING
WITH FlLTER FABRIC NDN-SHINK GROUT T TYPICAL CASING PIPE PLUG STEEL PILE SPLICE
NOTES: -
1. PILE SUPPORTED PIER FOUNDATION DESIGN SHOWN ON CASING PIER FOOTING PIER FODTiNG FOOTING PILE 6" 1Z" #7 BARS AROUND THIS DETAIL IS BASED ON 1HE FOLLOWING PARAMETERS: PIPE DIA.iHiCNNESS 1NICKNESS WIDTH WIDTH LENGTH SPACING - - PERIMETER OF
NOTES; MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS °D° {IN.} °A" (IN.) "8" (IN.} "C" (FT.) °D" (FT.) °E" (FL) "F' (FT.) MAX CONCRETE COMPRESSI4E STRENGTH =4006 PSI FOOTING, TYP WIDTH OF PILE CAP 6 A~2 Z I O
1. PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS GRADE 60 REINFORCING STEEL I 1 p"
CASING PIPE TOTAL PILE DETAIL IS 8ASE0 UPON THE FOLLOWNG PARAMETERS: MAxIMUM STREAM vELOCIn = tG Fr/SEC s-t2 t2 20 z'-a" a'-a" s'-a" 3'-0" " • CARRIER PIPE i IF FlELD WNDITlONS REQUIRE ANY DENATION FROM a X DIAMETER WIDTH SPACING MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS THESE PARAMETERS, THE FOUNDATION DESIGN SHALL BE N ~ ~ 3/B" STEEL PLATE, TYP P ~ UPSTREAM FACE ~
(IN.) °A" (FT.) "B" (FT.) CONCRETE COMPRESSIVE STRENGTH = 4DD0 PSI REmEwED aY THE ENGINEER. ta-za 12 20 3'-0" 3'-D' a'-o° 5'-0" ° ~ 3/8"x4° STEEI I
GRADE 60 REINFORCING STEEL ~ PLATE, TYP - < 36 6'-O" 3'-0" MAXIMUM STREAM VELOCITY = 10 FT/SEC 2 30NT N CAPACEn BYAEITHERAENDEBEARINGTFRICTIONP w v ~ ~ff
38-42 6'-6" 3'-6" IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE DR A COMBINATION aF END eEARING AND FRIC11oN. A5 22-2s is 2s 3'-8° a'-o' s'-s° 5'-s" N 5/B" ~ A325 BOLT-~ ~ ~ ~ , ~
45-51 T-3" 4'-3" PARAMETERS, FOUNDATION DESIGN SHALL BE REVIEWED BY A MINIMUM, PILES SHALL RE DRIVEN AT LEAST 15 FEET • _ _ THE ENGINEER. INro uNOisTURSEO solL. CASING PIPE
54-60 8'-0" 5'-O" 30-38 18 26 4'-a" 4'-0" 9'-0" s'-0" v 3. TWELVE-INCH AND FOURTEEN-INCH WiDE PIERS SHALL ADDITIONAL #4®iZ"
2, LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 3O sE REwFDRCED w~TH p5 RARS Ar t2 INCHES ac IN 3 16 4 TON CAPACITY BY EITHER END BEARING, FRICTION OR A EACH DIRECTIaN ON EACH FACE. EIGHTEEN-INCH WDE 35-a8 18 26 5-a" 5-0" 9'-6" B'-5" / "-I-" ADDITIONAL VERTICAL BAR,
PIERS SHALL BE REINFORCED 'MTH 7 BARS AT 12 COMBINATION OF END BEARING AND FRICTION. AS A ~ SEE NOTE 1 I I ~ SAME SIZE AS OTHERS
MINI M P ES SHALL E DRI AT A T INCHES OC IN EACH DIRECTION ON EACH FACE. MU , L B VEN LE S 15 FEET INTO FoonNCS SHALL BE REINFOecED TYPICALLY TD PIERS. 1" R ON ALL CORNERS UNDISTURBED SOIL. st-so to 2s a'-a" 5'-0' s'-16° s'-1a" , - PLAN -CONCRETE SUPPORT NOSING
NOTES: a. EIGHTEEN-INCH WiDE PIERS SHALL REQUIRE TWO STRAPS ovER THE PIPE INSTEAD aF DNE {AS sHOwN). 1. GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF (WHEN EXPOSED TO STEAM FLOW)
5. wHEN caNCRETE suPPORTS ARE REauIRED ro eE CONCRETE PIERS WITH HEIGHT OF 6 FEET DR LESS PIPE ALIGNMI PIPE ALIGNMENT GUIDE CITY OF RALEIGH CITY OF RALEIGH
CITY OF RALEIGH LocATED w~THIN A STREAM AND ARE Nnr covERED CITY OF RALEIGH AS PER DRAw~NG s-t3. CITY OE RALEIGH
DEPARTMENT OF PUBLIC UTILITIES WrH BACxFlLL, SEE DRAWNC s-ta FDR MDaFlaAT~aNS DEPARTMENT QF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES TD UPSTREAM FACE OF SUPPORT, 2. NON-SHRINK GROUT SHALL BE "EUCO-N-S" BY DEPARTMENT 4F PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING AERIAL PIPE CROSSING THE EUCLID CHEMICAL COMPANY; "MASTERFLDw AERIAL PIPE CROSSING AERIAL PIPE CROSSING AERIAL PIPE CROSSING
PILE CAP DETAIL PILE SUPPORTED PIER DETAIL 713" BY MASTER euLDERS, oR EQUAL CONCRETE PIER ON BEDROCK CASING PIPE DETAILS CONCRETE SUPPORT DETAILS
DWG. ND. REN9DNE DATE REN9QI5 DAIS DW:. ND. REN90N5 DALE REN9GV5 DALE DWG, N0. RENSIDNS DALE REN9DN5 DAIS DWG N0. AEN90N5 DAZE AEVd1CN5 DATE DNG ND. REN90NS DATE RENSIDNS DATE
5-15 S-16 S-17 S-18 5-19 w J
U
L-_ DRE?~JN
CHE::KED
APPROVED
8TART DATE
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U ~PROJ C N ES T OT E
THIS FILE DOES NOT CONTAIN BOUT
INFQRMATION OTHER THAN GIS ORIGiN~, 1\
THE TOPOGRAPHIG DATA \AS SHOWN REF
r ~ j / '~F-R.QM AN ACTUAL-FIELD SURVEY,
r / ' _ UTILITY LbGATION NOTE
i / UTILrTIES SHOWN ARE~.LOCATED BY APPURTENr-.:: ~ i i_
FROM THE SURFACE AND B'~. LOCA~fC~?N .,OF EX15 f \ SUF
~ -UTILITY DESIGNATION PAINT R~CQVERED AT TIME ~ "r Y, AS~~PI.ACED BY OTHERS (NC ONE-CALL SERVICE). ~ IRS
"POT-HOLE"_. INVESTIGATIONS... MADE AS PART '©F TFi ~
-,THE DATA SHOWN, IS REPRESENTATIONAL `QNLY ANC ~
SUBSTITUTE FOR AC~"UAT,_SUBSURFACE UTICI,TIES ~.LO~~.- PRIOR T~~TNE START OF CONSTRUCTION. 5'TALLINGS
~ ~ \ r ~ ~ ONLY THE AC~UR.AOY OF THE LOCATION ` F PAINT` DES
NO CLAIM. AS TO THE~RELATIONSHIP OF Tf'i,E PAINT DE_.
\ WITH REGARFJ-T4_THE ACTUAL HORIZONTAL`,POShTION, OF ~
~ ATEMEN~`~?F-RRECISION ~ '1
` !JNADJLI~TED, HORIZONTAL R\A`TIO~F ~RECI~ION ~,AS GALCU~_
\ / ~ DS 1: 10,000 AND THE' VERTICAL, ERROR OF CLOSURE DC ~
/ \ The flood hazard data shown graph OWn graphlCal~y herein D 0,1~0`TiMES THE SQUARE ROOT'pF THE DISTANCE INl ML
is derived from ESRI shp files avails ~ `~II".~ TO THE~SITE, `,QUALIFYING ,~S A CLASS A URBAN I files available to the public , A'CLASS A" `JERTICAL SURVEY'AS'DEFINED B'Y THE ST~;~, ~
~ from the NC FLOODPLAIN MAPPING MAPPING PROGRAM PRF OR LAND SURVEYLNG'IN NORTH CAROLINA, A5 PUBLISHEC'
~ \ from their website. The FIRM pane FIRM panels that pertain to ~ NC ~ ~"^~~~INER~FOR ENGIN~ER$ ANp LAtyD SU~,VEYORS (E
hereWlth and the Individual ~ ~ ~ ~ DATUM 51 ~
~ \ palnep ~umbeaseaPPeu~ded the linewo the linework Shoaling the - _ ~ ~ ~
o,.< \ panels' physical relationship to the ip to the project site. THE LOCA~~: ~RDItV,AT S`~STEM D~VELQPED~,OR TFI1S PRbJEC1~~
IS BASED OP~; SATE PL''ANE~, COORDINATES ESTABLISHED BY~ STALLINGS SURVEYIN' THE SOUTH-WEST PROPERTY CORNER. OF\' CHE.ICED
MAP # 3720173600) _ PARCEL. # 1746-30- ~ 'SID:` 0637601,) WITH NAD,83 STATE` PLAN Gki,
~---~-COORDINATES OF NC` `>0532.4'690, `AND E~ASTING,. 21~,3381.6370`~ APPROVED
U~~\`~~\E ~ \ MAP # 3 7 201 7350 0) THE AVERAGE COMBIIVe 'TCR U~~D ON.~THIS`~PRO,)ECT gTq~' DATE
- - ''GROUND T0. GRID IS; `~0._:
~ ~ ~ ~ \ ~ ~ ~J \ > MAP # 3720174500) tie oaoP °nN oKani , ~ ~ ~ A.
TW,AS 1415 IS - FE a~nNS ~v aw ~ These FIRM maps include the NFIP 1`HE N.~C. LAMBE(~T GRID U~. )CALIZED. HORIZONTAL DI,STAN,CE UOgCOpE
. / ~ 0~'ITI']N'.: I STL ~~l AI L/BLE;' q+c INrLL TF. the NFIP communities of V FROM NCGS MONUMENT ~'NEU:. \ EY POINT QF LOCALIZATION 15:
_ _ N(1RTN 73 f1FCRRFC F1 ~dlhi C~!`(1~If1C. F"6CT 1Ad1Q Q7 FFF"T~~
, As Wake County CID # 370368
VERT City of Raleigh CID # 370243 - VERTICAL-DATUM,, FOR THIS,SUR',. AVD 88
1243 ALL''LINEAR-DtYEN5I-GNS~AR,~~t-QCALIZED HORI ;TANGS
~ / ~ Toen of Knightdale CID # 370241 370241

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U"11lJTY INST nONS AN OTHER P BLC ~ k.
FAULI11E5, IN UDINC SIDE ALKS AN HANUICA w.«:ne~~w~nr..Wm AMPS ARE T BE CONSTR CTED ON LL SIRE TS !i , C`
mu~m~m~~rs n"n ~r ~~m m r " SPECFlED C1Y CODE. niESE ACLTES ~O H VE BEEN APP OVED 8Y T CITY D RALEIGH ~ ~ - qtr ~Lv
GRAPHIC ,GALE r- AN SHALL BE ~ INSTALLED UNLESS CHANGE 1 'l .7 15' n iildUi?!tED D- V+kl"IikN f,'~~NiJVAL. PUBLIC ~ ~ ~ \
_ SAIv'I Rr SEWER E SEMENTS RE TO 0 RECORD / 59 9 25'~ 50 fQO _ U~ PRI9A TO FlNAL AC PTANCE.
_ suc SI NATUNE~, am
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`P y NOTES ~ ~ ~
~ ~ ~~~FIL2 SNOT CONTAIN BOUNDARY OR PROPERTY
OR~ ~,THER T` AN GIS ORIGINATED DATA ' l
~ ~ T T0~ ~ DATA\AS 5~HOWN HEREIN IS`~~.DERI`~(ED
J' ` U;, i=R, N CTS FIELD 5URVE'~ '
P
,0 P ~ i TILT. Y CATION NO ~ ` T ~
- 6 @ ~ ~ ~ G `C~' ~ UT(LI . 5 WN ARE LOC D BY .APPURTENANCES VISIBLE
P - , FROM URFACE ANQ BY OCATION OF EXISTING~UBSURFACE. ~
J .7 2 UTILIfiY D TION PAINT RE VERED AT TIME ©F SURVEY, ~
~~2 ~ 5 PLACED THERS (NC ONF LL SERVICE}, N0 SU~BSUR~ACE t~R ' I _ A PART OF THIS SURVEY.'. \
~ ATA SH ~,-'"~V ''ANAL ~ NLY 'AND SHOULD NOT
/1 ~ ~ BS IE F, ~ E UTIL 5 LOCATION PERFORMED R ION. ST.LLINGS SURVEYING WARRAN~yS, ~
r ~ f I~ _ 0 I-IE C,,'~ ~~r~i~ ~~"~I ~F PAINT DESIGNATION AND`~iAKES~
_ \ ~ ~0 4~P' LA ; T PAItyT DE~51GN'ATION'. ~ T HE ACTUA~, `I_ POSITION OF-• THE~UTIL~IIY,
~l ` ~ ~
~ - PRECI N: ~ ~ /
` . _,ivADJUSTED ORIZON RA's VISION AS CALCULATEp
~ ~ l ~~,~LDS 1: 10,000 D THE ~i~ OF CLOSURE DOES NOT /
\ _ ~ The flood hazard data shown graph OWn graphically herein ~XCEED'0.10 TIMES TH QUARE G DISTANCE 1N MILES, FROM
~ ~ is derived from ESRI sh files avail P THE DATUM TO THE SITE, UALIFYING A5 "SS A" ~~JRBAN ,LAND ' files available to the ubl~~/ AND AS A"CLASS. A" VERTIC SURVEY A _D BY THE STANr
~ ~ - ~ from the NC FLOODPLAIN MAPPING MAPPING PROGRAM ~ ~ RA.CTfCE FOR LANDSURVEYfNG IN NORTH AS PUBI_
C~ ~ from their website. The FIRM ane~ P FIRM panels that pert~~n tc~G~ NC BOARD OF EXAMINERS FOR ENCINE~RS ! .5 21,~56.1~600} w
this ro'ect are included herewith a herewith and the '~ra~llvlduaD~-~ - - - ~ \ ~ J ~ OATUM~TATEMENT:
panel numbers appear in the linewo the linework ~~wingj the ~ \ 5 DRA~~IV
panels physical relationship to the Ip to the p,~C~ect siie. ~ THE LOCALIZED- COORDINATE SYSTEM DEVELOP' \ ~ i
~ / ..:L AP # 3720173600) r ~ ~ IS BASED'"ON THE STATE PLANE~OOORDINATE` ,ham ~ STALLINGS SURVEYING FOR THE SOUTH-' =R, OF CHE.ICED
/ ~'r ~ ~ ~ PARCEL # 174.6-30-55?F rRFID: 003; ~aTE PL N G ID
~ \ COORDINATES OF NORT, l ~~05 \ 3381.6370 APPROVED
M P # 3720173500) / ~ ~ THE AVERAGE rn~.1!~ird~ y~,, ~ ~~N ~iHIS F~r
GROUND TO } n START DATE
~ MAP # 3720174 J 2,4)A .:v:ilit~i;ItU I~ ~.CH'~ RTH ~ . ~ ~ \ V
/ IS ~ ERMINE PIPE 51ZES ~AND'TYf'E,- THE N. C. L vD LOCALIZED H01~4Z01'~ ~ f~. JOB CODE
sb,9 PuE ~~o~iv or~e~Y THE H~~izcr;ral:_ These 1R maps include the NFIP ~ UTL ~S ANn 3PEC'F~.C IFtVEhT DATA the NFIP c~trimu ities of 1~ FROM NCGS ~ SURVEY POINT OF LOC;
STF,I, _ ANEi kRE NIvT f'~'~UCLY A`IAILABLF / ~ _ _ ~inRTU / ,einii iT~c, 4~ c~rn~inc ~acT
Wake Co nt~ CID # 370368
f /.f UM F'OR. THIS SLRVEY -NAVD ,$8 J
Ns~ F City of Ral l\hC ID # 370243 / 1243
DIMENSIONS ARE LOCALIZED HORIZONTAL O>STAN ~ I
Toen of Knig td e CID # 3X241 3X241
t

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~ PROJECT NO /
THIS FILE MAIN BOUNDARY.OR
INFORM^~` ~ Ti-IAN GIS ORIGINATED DP
~ / T C DATA A5 SHOWN II--'r''' '
~iHL FIELD S~~ftVEY
/ ~ \ ~ JCA-TION ..NOTE:
1 ~
lES SHOWN ARE LOCATED ~Y ~ ~ L ' ~
/ T~€ SURFACE.AND 'LOCATION OF EXISTING SUB`:
i~ ~ u11LI lY DESIGNATION ~~AINT RECOVERED AT TIME OF SURVE• AS PLACED BY OTHERS {NC ONE CALL SERVICE), NO SUBSL ~
"POT-HOLE"_INVESTIGATIONS MADE AS PART OF THIS SURVL.
THE DATA SHOWN 1S ,REPRESENTATIONAL bNLY AND SHOULD i`,
\ / ~ / SUBSTITUTE FOR ACTUAL SUBSURFACE UTILITIES LOCATION PEFI PRIOR TO THE START OF CONSTRUCTION. STALLINGS SURVEYII TS
SUB,-/ ONLY THE ACCURACY OF THE LOCATION OF PAINT DESIGNATION r
NO CLAIM: AS Tb.LHE_RELATIONSHIP OF THE PAINT DESIG(~ATION WITH ~~EGARD TO THE ACTUAL HORIZONTAL POSITION OF~THE UTILITY.
STATEMENT OF PRE~(~ON;
~ / THE UNADJUSTED HORIZONTAL'RATIO OF PRECLSION AS CALCULATE
EXCEEDS 1: 1D,OOD AND.. THE VERTICAL, ERROR OF CLOSURE DOES I,i
~ ~ The flood hazard data shown graph OWn graph) y herein EXCEED 0,10 TIMES-~fHE SQUARE ROO'( OF THE DISTANCE IN~MfLES F
/ ~ \ y~ ~ is derived from ESRI shp files ova' THE DATUM. TO"THE SITE, QUALIFYING AS A""CLASS A"..URBAN LAND SUS files ava~ ble to the pub is AND ~S ~A "CLASS A" VERTi~AL SURyE"Y"QS DEFINED.-B"Y THE STANDARDS u;
~1~ O~ ~ `F from the NC FLOODPLAIN MAPPI MAPPI PROGRAM PRACTICE FOR LAND SllRVEYING~IN""NORTH CAROLINA, AS PUBLISHED BY THE
\ `6~ g$'~' P~ from their website. The FIRM ?ne FIRM onels that pertain to NC BOARD OF_EXAMINERS FOR ENGINEERS-AND LAND SURVEYORS (BOARD R~~ ~ - w
\~aij ~y4L~~ ~ / this project are included he with a he with and the individual - ~ '•.TUtv1'STATEMENT; ~
Fti~ \ panel numbers appear in e linewo e linework showing the
panels' physical relatio ip to the ip to the project site. IE LOCALIZED COORDINATE SYSTEM-DEVELOPED FOR THIS PROJEC
~r BASED'~SN THE STATE PLAN€ "COORDINATES ESTABLISHED BY ALLINGS SURVEYING FOR THE SOUTH-WEST PROPERTY"CORNER CHE.ICED
~ MAP # 372017360 '.RCEL # 1746.-.3D-5575 {REID: OQ~76D1) WITH NAD 83 STARr '
~ORDINATfS OF NORTHING: 76D532.4890, AND FASTING; 214; AppRp~p
i / \ ~ ~ MAP # 37201~OOJ ~VERAGE COMBINED GRID FACTOR .US~Ek}-ON~ ~b1•S PROJECT
\ ~ '~D TO GRID IS; 0.999924765. ' " START DATE
/ \ \ ~ ~ MAP # 37 174500) \ 1e DROP °nN ~ ~ r~
TI{A5 1415 IS ES ANO TYFC ~ LAMBERT GRiD BEARING AND LOCALIZED HORIZONTAL DISTAi> ~pgCppE
~ / ~ ~ a~nNS ~v aw > ~aaizcNrp. The IRM maps include the NFIP ~ POSITI']N'.: JTL' / / ~,l !C gNVERTA AI LnBLE. the NFIP communities of \ -\r GS MONUMENT "NEUSE" TO SURVEY POINT OF LOCALIZATION I;_;
AP.F IN^LL '.STF' u. \ IIFCRRFC S1 ~dlAll ITC 4'i CR(`(1~If1C F`6CT iRd1Q Q7 F~F
1 f~ 38 "ATUM FOR THI_S.-SURVEY IS N-AVD 88
-JP INL[TS SHOWN AS ~bke County CID # 370368 RU4 OF THE CULL"'
INbE?T FLr_VAiK: h'g\2 ~ j i ~ City of Raleigh CID # 370243 1243 CIO
ZED HORIZONTAL'-DtSTANCES
Toen of Knightdale CID # 370241 370241
IA~0

(Y
l I Irn rr I P ~ NS ONS A OTHER O ~ ' / ~
4 iA LI11E5, INC INC SIDE LKS AND NDICAP ~ ~ ~ "d ARE TO CONSTRH TEO ON ALL STRrr_fS / I ~ ~
SP IFlED 8 ITY CODE, HE;3F FACIL'lIES _ d r 8 •N A 0 O 9Y THE OF F.;iL Gh n - ~ r
I o SH ~ BE 0 I TALLED UNLE~ A CH ~ ~ ~ Gh xli~ i I ~ ~ UTMlO IZED BE TTEN APPROVAL PUBLIC
i ~ ~ r E R EASE6 NTS ARE TO RED` v I ! F L ACCEPT E. / ' /
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. . B . . . . . . ~ i ~ / i ~ `O THIS FLLE DOES NOT CONTAIN- BOUNDARY OR PROP~RT
- N„ Y ~ /T ~ y ~ ~ `I r INFORMATION OTHER THAN GIS ORIGINATED DATA
~ti ~ 4 _ 1 THE TOPOGRAPHIG DATA AS SHOWN HEREIN~I.S DERIVED
/ 2 g o N ~ FROM AN ACTUAL FIELD SURVEY
i ~
~ ~IiTJ_LLTY LOCATION NOTE., ~
UTILITIES SHOWN ARE LOGA~TED BY APPURTENANCES VISIBLE
I , ,.FROM THE SURFAC€. AND BY, LOCATION OF ~X15TING SUBSUF:.
T~VI .7.2..R . . ~ UTaLITY DESIGNATION~'~~~AINT RECOVERED AT TIME OF SURVEY, AS PL~ACE,p,BY OTHER$ (NC ONE CALL SERVICE):,. NO SUBSURFF,,:
~ ~ ~ IN1l IN~ - 211~.2~ r ~ \ POT-HOLE' INVESTIGATIONS MADE AS PART OF Tf~iIS SURVEY.
THE DATA SHOWN IS REPRESENTATIONAL ONLY AND SHOULD NOT
I SUBSTITUTE FOR .ACTUAL 'SUBSURFACE UTILITIES LOCATION PERFG I PRIOR .TO THE START OF C©NSTRUCTION. STALLINGS SURVEYING ~
ONLY T~iE ACCURACY OF THE LOCATION OF\PAINT DESIGNATION F
NO CLAIM`AS TO THE~RELATIONSHIP OF THE~PAINT DESIGNATION
~ - -WITH REGARD.,TO THE ACTUAL HORIZONTAL PO~I,TION OF TH~~UTIL
STA~'EMENT OF PRECISION;
~ ~Arr THE UNADJUSTED HORIZONTAL PATIO OF\PRECISION~AS CALCULAT
_J L_~ ~ ~ ~ 1V.~~ 'EXCEEDS 1: 10,00D AND .THE VERTICAL ERROR OF CLOSURE DOEt
- The h and data shown ra h - ~ 9 p OWn grapl1' y here \z~ EXCEED 0,10 TIMES THE SQUARE ROOT OF ~HE DISTANCE IN MILE. ~
~ ~ is d` a ESRI shp files avail THE`,pATUM TO THE SITE, 'QUALIFYING AS A "CLASS A" `URBAN I IRVEY files available t~ u I
U v ~ l,_~ - from e CQ PLAIN MAPPING MAPPING PROGRA n~ ~T ~ AND AS A CLA55`A' VERTICAL SURVEY AS QEFINED BY TJHE STi ~ OF ~2 PRACTICE~,FOR LAND'SURVEY.ING IN NORTH CAf~OLINA, AS PUBLISI- I THE
~ _ from t e`' it . The FIRM pane ~ - FIRM panels that pertal ~V~ 1 ~ NC BOARD'~F EXAMINF~RS FOR ENGIM~ERS AND``~\LAND SURVE"^~' I ?ULES 21-~6.1604) w
~ this roe e 'chid herewith a ~ p J ~ ~ herevlth and the Individual TUM STATEMENT; ~ ~
panel numbe ar in linewo linevork shaving the ~ ~ „
h.. panels physical relate hip to e ~ ~ , ip to e project site. THE LO ED COORDINAI~E. SYSTEM DE~ELOPED FAR THIS PI~w~
0 BASED O STATE PLANE COORDINATES ESTABLISHED BY STA GS SURVE FOR THE SOUTH-WEST PROPERTY CORNER CHE.ICED
MAP 3720173600) PARCEL 746-30-5 REID: 0037601). WITH NAD, 83 STATE I
ij \ 1 'COORDINATE NORTHING: 60532`.4890, AND FASTING; 214' AppRp'yEp
MAP # 3720173500) ~HC~AVERAGE COMBIN RID FAC USED ON THIS PROJF
r J GROU 0~ LO GRID 1S; 0,99 4765 ~ START DATE
9 ~ - ~ MAP # 3720174500) 1,1~ agOP ~'rVN ~ ~.CH'~ R1H ,
TF'SA~ THIS 15 i ZES AdVD~3YpE: ~~;~N~ ~~v~ Pur Na~izcNr~~. ~ These FIRM maps include the NFIP THEN.- C. LAM~Ef~T GRID BEARIN ND LOC ZED I~flRIZON iA~ i.: UpgCppE
P?OSI11~N~~, UTL' IC INVEhT DATA the NFIP communities of OM NCGS MONUMEIG~ NEUSE" TO VEY P T OF LOCALIZAI
~ 1 ~ ApF~IN~LI; !STF~ ~ /~'l rU9UCLY AVAILABLE', _ ~In 7~ IlF'(`RF'FC F1'..~dlAll ITFC S~ (1~If1C CT iRd1Q
Wake County CID # 370368 i 8
City of Raleigh CID # 370243 1243 -_ALL LINEAR D SiCriS LOCALIZED HORIZONTAL D ANCF_'-
Toen of Knightdale CID # 370241 370241

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