20091231 Ver 1_Site Plan_20091116

S. STATE S F_~a F ,
zi~ 51~ ~ ~ STREET WID ~~~~J ~ WATER & SEWER MAI OWNER/DEVE CITY OF RAL
ATTENTION CONTRACTORS:
1HE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTENSION OF WATER & SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC
WORKS DEPARTMENT AT 996-6810, AND THE PUBUC UTILITIES DEPARTMENT AT 857-4540 AT LEAST 24 HOURS
PRIOR TO BEGINNING ANY OF THEIR CONSTRUC110N.
PUBLIC UTILITIES DE FAILURE TO NOTIFY 80TH CITY DEPARTMENTS IN ADVANCE
OF BEgNNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY ONES, AND REQUIRE REINSTALLATION OF ANY
WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFlCATION FAILURE
FAILURE TO CALL FOR INSPECTION, INSTALL ADOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY ~ OTHER VIOLAl10N OF CITY OF RALEIGH STANDARDS WILL
' RESULT IN A FlNE h POSSIBU: EXCLUSION FROM FUTURE ~ WORK IN THE CITY OF RAU:IGH.

ALL MATERIALS AND CONSTRUCTION STANDARDS TO BE IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
Water Distribution/Extension System
PO BOX 59 Raleigh, North Carol 590 PUBLIC The CRy of Roleigh consents to the cannectbn and exleralan of the Gt~e publb water ayatem a shown on
thb plan. The material and canaWctlon methods used fa this protect ahdl canfam to the CitJe Publb ~ Ut11Uee Handbaoka atandarda and apedflcatlonx
Publk UUIltiea Department Permit /
~arol~na 27602 DRyofRa~~h W-2886R CanetrucNon Approwl
Date 8-28-09
Phone (919) 857- JOHN A. EDWARDS & C 57-4540
PUBLIC Sewer Collection/Extension System
Tha City of Rclelgh canaenta to the camaclion and eztenman of khe CH~a publ~ newer ayatam m shorn on
thb plan. Ths malerid aid cautruction methods used for thle proJeci ehdl wnform tc the Gt~e Publb UtYltlea Handlwdca' etandarda and apeclflcaUoraK
Gty of ttaleigh Public Utpkke Department Pamlt /
ConalrueUon Approvd
Date
& COMPANY
Consulting Engineer ~ 333 Wade Ave, Raleigh, N Phone [phone] 'neers
IP-8-09
a INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
h N.C. UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, ~7 ~ CONSTRUCTED ON ALL STREETS AS SPECIFlED BY CITY
CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS
4428 CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL, PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED
PRIOR TO FlNAL ACCEPTANCE.
FAX [phone] X711 SIGNATURES:
TRANSPORTATION SERVICES:
10-7-09 PUBUC UTILITIES:
CONSERVAl10N
PLANNING_
a ~Q 7,x„'1
PUBLIC IMPROVEMENT QUANTITIES
~ INDEX Il P~ PHASE NUMBERCS) 1
4^ g~ NUMBER OF LOTS(S) 0
LOT NUMBER(S~ N/A
COVER SHEET CE-1 ~,^,,.,;n~~~p,,t:„a'
S. STATE STREET CE-2 LOT NUMBER~S~ BY PHASE N/A
NUMBER OF UNITS N/A
OUTFACE 3 CE-3 LIVABLE BUILDINGS N/A
y AERIAL PIPE CROSSING DETAILS CE-4
OPEN SPACE? NO
NUMBER OF OPEN SPACE LOTS 0
PUBLIC WATER (LF~ 855.
PUBLIC SEWER L 788
DI IQI 1~ DTDCCT ~I C 17A
Ncc r VNLIV V nVV 1 on %0
PUBLIC SIDEWALK (LF) 174
N O O
N N
3
X

UTILITY SEPARATION (1J 1. Water & Sewer Mains I
A) Minimum lateral separation 10' ~ W
B) Separate ditches with 18" min, w vertical distance ti U o
GATE VALVE ON EXISTING WATER UNE BEING ABANDONED 2. Water & storm drainage lines 18" min.
O SHALL BE CLOSED ANO MADE INOPERABLE BY ENCASING IN CONCRETE AND VALVE 80X MALL BE REMOVED. 3. Sanitary sewer & storm drain lines 24" min.
4. Minimum cover over water mains shall be 3.0'
/yJ~ W J
Q \ ALL MATERIALS AND CONSTRUCTION STANDARDS Ij
~ wm~ ~ J ~ TO BE IN ACCORDANCE WITH CITY OF RALEIGH & NCDOT ~ ~ STANDARDS AND SPECIFICATIONS. ~
rn W~~ \
v ~ V ~ l ~ PUBLIC ~
z mOV Q U ~ ~ Water Distribution/Extension System ~ ~ s 3 i ~ The Cky of Rdeigh coneente to the annection and ezleneion of the Cky'e publ'ro ester eyetem ae ahom on Q
Y o Y s 15 ~ Y.~ ~ f ~ I- ~s• \ I ~ (n I ~ Utikks Handboolw~stiandard metruc~aKe used tar thle protect chap conform to the git+a Puhlk:
a l a3a I - I ~ L w m i CITY s, \ wl. i \ ~Sa \ LOT 6 GLADYS E. I I~ ~ I NW dty of Rddgh W-2888R N
W I w• I OF E 3 I wQw} I FIRST CONGREGATIONAL - I A \~c ~viB 2009 JONES I ; I ~ Public UUlkia Department Perrnk / A f"' Canatructbn ADaowl
_ ~ RALEIGH ~-1 ~ ' I ~ ~ I- zao°~ CO N I ow~~ I CHURCH ~ ~ \ LPG 75 ~ 7 I W z l (/1 8-28-09
~ c~ U 14 . F 25 ~ I ~ w I T ~ z z 5 f LOT 27 S9~ ' \ ~ 9` \ \ INLET 244.00 I
J d. I~ w ~ ~ NOTE: CB 15 SHALL E NCDO U ~ 0 ~ i m m w I CATCH BASIN. REF. N DOT Q U` ?~s9 \ \ INV IN 239.50 TOP 247.60H 8 I I~ ~ ~ ~ ~ I
Ix Jwzz U z CITY CITY CITY 14 ~ " -I-- I titi 20~ CITY ~ z w I I I DETAIL 840.02 & 84 ,03. CITY OF RALEI ~ Jim o r . ss INV OUT 239,30 0: ~ PUBLC ° ~ Sewer Collection Extension S stem \ OUT 238.06 ~ Q / y
- ~ Q Q m Z - OF in i F SAN GH OF ~ = m w Q ~ U ~ OF OF ~ - ty SEW ESM'T. ~ I ~ I o I PROP CB 15 Y v Q RALEIGH RALEIGH RALEIGH B-B - RALEIGH i \ _20' PVT DRN ESMT ~ ~ IrtOj o I ~ me at of Rd ys m O y elgh coneenta to the connectkn and eztenalon of the gtye public aerror a tem ae ehorm on
Cr °p ~ J = I..I ~ CIT 1 w I, TOP 276.09 Q, U o F p ~]~L~ ~ CI~ \ I thla plop. na meterid and aaneWetton methods used Tar thin protect ahdl conform !o the CktJa Public p 104'-36" RCP ®1.00 9e ~ ~n ® ~ m Utilkies Handbooks' etandade and epeciRcatlane: I
Q "~'z> " OUT 271.55 3 " D f• I OF I m Q I W w o w LOT 1 + ~ MB 2009 ~ GF \ CITY LOT 7 ~ I~ I Clty a Raleigh ~ o RALEIGH ~ ~ Pu61k: Uigftiee Department Perrnk / o W ~
~ ~ ~ w 22'-15" RCP ® .00 % D o LOT 2 LOT 3 I ~I _ 9 ti „ RALE m a _ PG 75 i D: I - MB 2009 ~ 3 - - OF MB 2009 ~ 35~ B-B~ CaneWctlon Approwl Q
k ~ EX CB 13 ~ o ~ M B 2009 I ~ I o = 3 I I w I MB 2009 p 2 wpm I EX TOP 2 .92 \ PG 75 m 26 F w Date RALEIGH PG 75 0D I EXIST. `1 EX MH 10 q q V
'v~ PG 75 r.. ~h o EX CB 14 I EX IN 26 . 2 I Z ~ PG 75 D i I 13 T g 8"x6" TEE TO B INSTAL ED z ~ ~ i ~ I PROP TOP XXXX ~ I ~CB 9 I IN 234.28 36")
TOP 276.08 EX OUT 6,6.721 O ~ o x IN PROP 8" DIP WA ER 0 tQn OUT 269.78 eX h PROP IN 71.3 ~ p i w I TOP 244,25 IN 236,03 ~15")
~5 ~C ti . I ~ ~ MB 2009 ALLOW CONNECTION x 143 ~P ~ ~ PROP TOP 275.40 ! ~ ~ Q 'Q ~ ' EX 6° DIP WATER IN N ~ ~F4i M , IN 237.51 ~ EX OUT 234.28 I ~ IOUT 237,31 I NOTE: WATER LINE PREVIOUSLY APPROVED. REFERENCE IP-8-09 ~ W
PROP 12'x6' TAPPING ~ ~ ~ Q~ 5' F. HYD.IESMIT. PG 75 'p ~6• 1 = ~ DOROTHY SANDERS WA ~ w f ~E~• 0 PRO 8" I WATER :.'i;i,Q: 00 ~ 11+00 S. PROP " 01 WATER ~~r M J ANO PERMIT W-2888R DATED 8-28-09. THIS PLAN RELOCATES it a
_ ~ I P 12+00 00 \ 14+00 15+0 / - - - - - ~ - 1s+o 5' CONC. SIDEWALK ~g 120 cer~ / I'6+69.28 ( EX. FH WATER MAIN TO ALLOW SEWER MAIN REPLACEMENT. ~
IG i ~ . i6 (MIN) CASING P ~ 'y ~ z w
--BOREg-k JACNEB~.IPE a GAS MARKER r " 0 _ 3 U PROP 8 SAN SEW 0 H 15 U MH 12 W .Ji ` MH 12;" 26'-15"RCP ® ,90 e~~e.- ~ I EX. STM DRN MH 10 " ~ W
~ -MH 17 _ PROP. 8_~ sEw LC MFI 16 - - _ - ->p - - - - - - _ _ MH 13= _ EX 36"RCP _
EX-' ~ ~ o ~ - - 1- - _ - - MH14= _ 8 SAN EX. 6 TE b NEW CL J ~ J SEW - ~-~-~€-ABANBBN ~ i- U - -i'~ - U U E i T. 6 _ - I _ ~ r.i XIST. ~A R I E 1 T. 6" WATE TO BE ABANDONED ~ FLOW _ }
~ MH 16 GAS UNE X - + - - - ~ - + - I EX STM DRN MH 13 INVERT OF EXISTING SEWER LINE TO BE ABANDONED
\ - ~ w ~ -ORIG. ~L cEX MH 9 c ' C c -I- c" G 1 I EMOVE EXIST DBL CB /R SHALL BE GROUTED OVER AND SEWER LINE FILLED
16 (MIN) CAST G PIPE TO BE ~ ~ - - - - - - - - - - - - - - ~ ( ~ BORED & JACK D. ~ ~ ~ T - - - XIST. ~A~t ~E11TT0 AN60NED ~ - - - PLUG EX 15" RCP - ~ WITH PLOWABLE FILL. a V
/ ~ ~ Nx ~ I _ UNE~ ~ Z GAS EX. i5~ 9 ~ ` Q ` N
I EXIS EXIST. 8" VCP SAN SEW ABANDONED ~ I m
EX 60' B_6 EXIST. 8" VCP SAN SE TO BE ABANDON io ~ Cf ~ 00
~ IST DIRT DRIVEWAY S. STA E STREET 0' R W I ZI EX W Ix CB 11 ~ I ~ ~
80'R W v w z ~ ? I~ I b I TOP1242.1 TOP 24 .77 ~ I ~ rn all N ~ W ~
x 3 7 O ~ a ~ I I OUT 237.8 IN 237.2 x w ~ ~ 't ~ ~ 0) OUT 23 .32 I w I~ ~ ~ C Q ~
I W W ~ O F- ~ WK W W i ~ J O F " J ^ Z ~ Jam' J I ~ ~ ~ N GATE VALVE ON EXISTING WATER LINE BEING ABANDONED ~ 7 d
I V 2 W N N X W y ~ F ~ F I W~ I I_ m ~ CIY ~ W ~ W ~ ~ zl~-'I "t ~ CITY ~ I w ~I ~ 2 SHALL BE CLOSED ANO MADE INOPERABLE BY ENCASING IN 0 ~ _
m ~ CITY o F o W CITY N Q ~ ~ OF ~ I ~O N CONCRETE ANO VALVE BOX SHALL BE REMOVED. W p ~ _
N ~ J CITY W TTY ~ I g~ l „I OF RA EIGH ~ JOSEPH CONLY TAYLOR CITY CITY OF =Q ~ m RALEIGH I I I ~ P ~ d a
w N RALEIGH ~ W-' OF ALSTON OF caw I o I o I ~ THE PORTION OF EXISTING SANITARY SEWER LINE Z ~ \ ~ ~ I~ ~ THAT PRESENTLY GOES THROUGH EXISTING STORM =
w ~ ~ OF OF RALEI H R LEIGH w ~ 31 RALEIGH ~ I 0 o RALEIGH RALEIGH m DRAIN MH 13 SHALL BE CUT AND REMOVED. THE Q
J W W LL VI \ - J - ~ ~ \ I I REMAINING PIPE OPENINGS SHALL BE GROUTED OVER. ~j
INVERT OF EXIS1iNG SEWER LINE TO BE ABA ONED ~ ~ SHALL BE GROUTED OVER AND SEWER UNE FlLLED ~L ~ ~ I EX. FH
~ W11H PLOWABLE FlLL U~ I.; PROP. 4" SEWER SERVICE `\~p~~ ~Ui~i
ELEVATION OF EXISTING WATER LI ES IN ~ ~ ~ I c°v Q I~ ~ ~ ' • I MARTIN LUTHER KING BLVD. SHALL BE ~ PROP. 3/4" WATER SERVICE ~0~~ d,~e~
VERIFIED PRIOR TO MAKING BORES. 8~ ~ Q ~ z
m ~ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY - - - EXISTING 4" SEWER SERVCE C/7 O ~ =W
F ~ ~ TO VERIFY THE LOCATION OF ALL UNDERGROUND 0~••... JD~
~ N o UTILITIES PRIOR TO CONSTRUCTION. oc + - - - ~ EXISTING 3/4" WATER SERVICE ,/'~r'~rrrn1mmuumm~1'~~~~~~\,\``
o
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UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP'RAMPS ARE TO BE
CONSTRUCTED ON ALL STREETS AS SPECIFlEO BY CITY
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS
I) A CHANGE 15 AUTHORIZED BY WRITTEN APPROVAL PUBLIC SANITARY SEWER EASEMENTS ARE TO'BE RECORDED
E 1"DI WA R ~I ~ PRIOR TO FlNAL ACCEPTANCE.
n SIGNATURES:
~ r TRANSPORTATION SERVICES:
I ~ o PUBLIC UTILITIES
CONSERVATION
EX 5" CP ~ ~ . PLANNING
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W W W
U a
UTILITY SEPARATION 1. Water & Sewer Mains
(n A Minimum lateral separation 10'
B~ Separate ditches with 18" min. vertical distance E-
D 2. Water & storm drainage lines 18" min. ' W
-i EXIST LOT UNE m EX 6" DI W 3, Sanitary sewer & storm drain lines 24° min. ' W 4. Minimum cover over water mains shall be 3.0' ' ~ J
Z ~ ATER ~ •--I
2 ~ Q
O CTI PUBLIC Q ~
(ri N ~ ~ ~ i m I- Sewer Collection/Extension System ~ Q
~ ~ ~ I xl I I DOROTH SAND ERS The qty of Ralskgh eonsmts !o the connxtkn and exieneion of the qt~s publk serer system oa shorn on !hb plan, The materld and conatructlon methods used fa this protect >hdi confam to the CR~a Publk
I rn U DER W Y 1 1 ~ CITY .I. I coNSTRUCr1 N I UlYRke Hanmaoke' ata~darde and apedReatlone:
' OF ~u I ~ 1 ~ TORE LOT UNE I I 3 1 I qty of Rds(gh PuMlc Utllitlee D~artment Permtt +
• RALEIGH I v ~ ~ I ~ ~ DI ~ b I Canstructkn Approwi
~ EW ~ 0 EX 8 VCP S ~ I + GQ 0 a Date
~ TO BE ABANDONED ~ o P~ N I I EXIST lOT UNE I I I~ 0 0 I r I F
~ I I I ~ ZO(~1 IMPACT 1651 SF ~o ~ I 0
7 I ---J - I I I
EX.MH 2 EX.MH 3 W 1 I ~ ru E Lor uNE E I ~ ~ W Y Q
N OUTFACE 1 I I 1.~ ~ 1 I ~ I Oti Z W 7 W ~ U
0 10' TEM 0 RY CONSTRU TION CITY I = l I PHYLIIS A. PACE ~ ~ EASEME T ~ F Q W C! S A A U
OF / 1713.13.0987 ~ w I / /
l RALEIGH
~ ~ i I= / / _ ~ ..n..._. _ _ o _ I UTFALL 3 I / ~ /CITY O
20' CI - / / TY OF ALEIGH I / OF ~ W L7 1l a
MH 1 TARP SEWER EA EM - I / / o ENT / RALEIGH ~ ~
!r - EXIST LOT UNE-f MH 1 ---_1 JAMES C. BR - - - - 1 I. ~ ` I ALL MATERIALS AND CONSTRUCTION STANDARDS ' w ~ °z
OWN SR. / ~ _ _ _ - - - `P = 5' CONC. S/W / / 1713.13.0982 I ) o / / TO BE IN ACCORDANCE WITH CITY OF RALEIGH a A M STANDARDS AND SPECIFICATIONS. ' y 4
/3 ~ Z ° 10 2 IMP CT 129 I N CITY TE PORAR CONSTR C ON ~ SF I / /
~ EA M NT I OF / / (
~ r 5o RB RALEIGH / / Z}
3' ~j~-- 130 ~ ~ B N RW / /
a ~ 4 MTR GANG I I / v N N Z ~ ~ 2 ~ ~ Z rn ASS Y. - a ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FAgIJiIES, c Z
l~ l~ Z z N I I INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE ` pQ CONSTRUCTED ON ALL STREETS AS SPECIFlED BY CITY ' ~ is
m m ' ~ I P 8 DI WATER) CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE t11 ~
4r N ~ 2 I 30 I I W CITY OF RALEIGH AND SHALL 8E SO INSTALLED UNLESS ' C A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC ~ ~
Q ~ 30 CITY I l ! 20 OF I 2 .5 I SANITARY SEWER EASEMENTS ARE TO BE RECORDED ' ~ ~ PRIOR TO FINAL ACCEPTANCE. ' ~ W ~ ~
I= Q ~ RALEIGH I I SIGNATURES: ~ ~
l~ I TRANSPORTATION SERNCES: C Q ~
k I CITY I l~, ~ I ' I I PUBLIC UTIIJTIES: v
/ / + OF I ~ I a / / I ,,~~I o RALEIGH 1 C ~ C CONSERVATION W V ~ ~
• ( I • i I
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AERIAL PIPE CROSSING vaRlEs W U
GENERAL NOTES; PILE SUPPORTED PIER 2'-0° 6'-D" MAXIMUM PIPE SPAN SEE DWG 5-14 CLASS I TYP MIN SEE ATTACHED TABLE 'E SPAN MANHOLE, TYP y o
1 AND NOTE 3 RIP-RAP SLOPE 4'-D" .D TABLE 2'-0" 2'-0" Q 3/4" STAINLESS STEEL
ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE DIP CARRIER PIPE WITH PROTECTION, TYP MANHOLE, TYP CLASS I - CLASS I ANCHOR BOLTS MIN z
SECTIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK UNLESS NOTED OTHERWISE RESTRAINED JOINT FITTINGS TYF RIP-RAP SLO CONCRETE PIER J/a" STAINLESS STEEL PROTECTION, RIP-RAP SLOPE ' J PROTECTION, TYP ' ~
HEREIN. BETWEEN MANHOLES SEE DWG U-36D ANCHaI Bars 2. (SEE NOTE 4) EXTEND RlP-RAP 2'-0" AND NOTE 3 ~ STEEL CASIN( -STEEL CASING PIPE I I~,I EXISTING GRADE Q
RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND I~r~ PAST WATER LINE TYP _ I - _ _ STEEL CASING PIPE _ _
WELDED RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS PIPE ALIGNMENT GUIDE ~ J
AND RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ~ ~ " ANSI 818.2. RESTRAINED PIPE AND FITTINGS SHALL BE FLEX-RING OR LOK-RING TYPE JOINTS - - - - - _ _ _ • _ I-1 - I LOCATED AT EACH JOINT, ~ ~ , ~ ~ ~ I r SEE DWG 5-39 ~ ~
AS MANUFACTURED BY AMERICAN CAST IRON PIPE CO.; TR FLEX AS MANUFACTURED BY US ~
PIPE, BOLT-LOK AS MANUFACTURED BY GRIFFEN PIPE PRODUCTS, OR EQUAL. 3. I STEEL CASING PIPE, PILE SUPPORTED PIER _ _ I ~ DIP CARRIER PIPE WITH _ I~
CONCRETE PROPERTIES SHALL BE AS FOLLOWS; SEE DWG S-12 SEE DWG 5-14 _ RESTRAINED JOINT FITTINGS _ _ _ , I,_ ! ~
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI ~ 00. AND NOTE 3 CREEK CHANNEL ' ~ I NOMINAL SLUMP = 4 INCHES ~ o ~ oo ~ oy ~ o OR FL000 PLAIN BETWEEN MANHOLES
WATER/CEMENTITOUS MATERIALS RATIO = 0.45 (MAX) I ~ ~ o I ~ 3'-0" MIN FF CONCRETE PIER PIPE JOINT, TYP ~ 3'-0" MIN FROM DIP CARRIER PIPE
AIR CONTENT = 6% t 1.5% , o N o BOTTOM OF CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES ALLOWABLE SPANS FOR STEEL CASING PIPE OR FLOOD Pl BOTTOM OF CREEK SEE DWG 5-17 NON-SHRINK ~T ~ Z ~E OR FLOOD PLAIN GROUT PLUG, \ ~\i ' H
AND AIR. CEMENT SHALL BE TYPE I/II OR II IN ACCORDANCE WITH ASTM C-150 MATERIAL EDGE OF WATER STANDARD SEE DWG S-17 ~ ~
REQUIREMENTS FOR ALL RNE ANO COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. ~ SEE DWG 5-18 18" A CARRIER CASING MINIMUM NOTES. NOTES. MANHOLE ANCHORA80LTSS STEEL ~ 3LE '
COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN APPROVED CLASS F FLYASH MAY BE s ~ PIPE, DIP PIPE, STEEL CASING PIPE ALLOWABLE SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25%. g o 18~~ FOR SUPPORTS Typ ~ ° DIAMETER DIAMETER WALL THICKNESS SPAN i. STEEL PII m PLACED IN STREAM rET i. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH I I ~
m (FT.) WALL SEI 4• ~ ~ TYP m y ~ (IN.) (IN.) (IN.) 35,000 P WALL SEAMLESS WITH A MINIMUM YIELD STRENGTH OF - W ~ 35,000 PSI. PAINTING AND LINING SHALL BE AS REQUIRED U
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". m ~ r m ~ 5 ~ ~ ~ 6 14 .0.2500 40 BY THE - ~ n NOTES: D D m ~ .25D0 45 BY THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
CONVENTIONAL REINFORCING STEEL SHALL CONFORM TD ASTM A615 GRADE 60 AND SHALL BE ~ D z ~ -I 8 16 0 EXISTING GRADE 2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO ' ~ W
PLACED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" I o ~ ~ 1. RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I RIP 4. WHERE STEEL PIPE 15 USED FOR CARRIER PIPE, STEEL ~ ~ ~ ~ 10 18 0.3125 50 2. DUCTILE I ~ - -p ~ RAP IN ACCORDANCE WITH SECTION 868 OF THE NORTH CARRIER PIPE SHALL BE INSTALLED UTILIZING PIPE ~ z -p ~ SPIDERS /.v/v . SPIDERS AT EVERY JOINT WITHIN THE CASING PIPE USING STEEL CASING PIPE ' ~ ~
(LATEST EDITION) AS PUBLISHED 8Y THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE n - o c~ - o ~ -o ~ m CAROLINA DEPARTMENT OF TRANSPORTATION'S ALIGNMENT GUIDES SPACED WITHIN PIPE AT DISTANCES ~ 12 20 0.3125 50 APPROVE CLASS 'B' CONFORMING TO THE PROVISIONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR ~ m ~ "STANDARD SPECIFICATIONS FOR ROADS ANO BRIDGES", NOT TO EXCEED 25 FEET, JOINT INDICATED 2 FEET m m ~ ~ 14 24 0.3125 55 ALL JOIN APPROVED PIPE ALIGNMENT GUIDE. SEE DRAWING S-39. ~ ALL JOINTS SHALL BE RESTRAINED JOINT. SEE NOTE 2, -
REINFORCED CONCRETE". m n ~ ~ FROM MANHOLE IS NOT REQUIRED FOR STEEL CARRIER ~ c~ ~ D i6 26 0.3750 55 DWG S-1 DWG S-10. % _
6' ~ D ~ r- m 2, RIP RAP SHALL BE PLACED IN ACCORDANCE WITH PIPE, m ~ r- m 3,SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY - - - J
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN s ~ - F 5 m ~ ~ - 18 30 0.375D 60 3, SUPPORT z ul ~ DRAWING 868.01 0 THE NORTH CAROLINA DEPARTMENT 5. WHERE DUCTILE IRON PIPE IS USED FOR CARRIER PIPE, ~ ~ (J) c~ ENGINEEF NEOPRENE, WITH DUROMETER HARDNESS = 50. ~ ~ ~ z OF TRANSPORTATION'S "ROADWAY STANDARD DRAWINGS", DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED ~ m ~ ~ I 20 32 03750 60 DRAWING .u „ „ - ~ ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE. SEE
~ ~ UTILIZING 2 PIPE ALIGNMENT GUIDES PER JOINT ONE y ~ ~ 24 36 0.4375 65 FOR EACI DRAWING S-13 AND 5-14 FOR SUBGRADE PARAMETERS ~ H FOR EACH TYPE OF FOUNDATION, SEE DRAWING S-18 FOR ' ~
PILES SHALL BE STRUCTURAL STEEL 8412x53 PILES AND SHALL CONFORM TO THE ~ 3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH ~ =1 SUPPORT REQUIREMENTS OF ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN ~ ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE. THE BELL AND SPIGOT ENDS. p ~ 30 42 0.4375 65 SUPPORTS PLACED WITHIN STREAM, RJ DIP CARRIER P
ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING OF 30 ~ SEE DRAWING S-13 AND 5-14 FOR SUBGRADE z 36 48 0.4375 65 4. BOTTOM \i ~ ' W 4. BOTTOM OF PIPE TO BE AT A MINIMUM OF 1' ABOVE STANDARD Q
TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN ~ PARAMETERS FOR EACH TYPE OF FOUNDATION. ~ 42 56 0.5000 65 THE 25 ' DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD THE 25 YEAR FL000 ELEVATION. MANHOLE PIPE SUPPORT,
OF THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE TESTED TO 3/4" STAINLESS STEEL SEE DWG S-14 ' ~
DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILES L ANCHOR BOLTS ' W J
ARE EXPOSED, PILES SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY Q
SPECIFICATIONS.
NOTE. CITY OF RALEIGH
CITY OF RALEIGH SEE NOTE 4 ON DWG S-11 IF STEEL
DEPARTMENT OF PUBLIC UTILITIES PIPE IS USED IN LIEU OF DUCTILE IRON DEPARTMENT OF PUBLIC UTILITIES o ~ ~ PIPE FOR CARRIER PIPE. I A
AERIAL PIPE CROSSING AERIAL PIPE CROSSING ~ Z Y L,J
GENERAL NOTES TYPICAL PIPE SECTION AND ELEVATION a ° ~ _ ~ A A
OWQ, N0. REN610N5 GATE AEWSIaJS GATE DWO. N0. RENSICNE DALE REWSIONS DATE
S-10 S-13
J r r r ~ r ~I r r x r r ~ ~ J W
o ~
I/4°x3° GALV. STRAP V&tli 2-i/4"x3" GALV STRAPS WiTH 1/4"z3" GALV. STRAP WITH 1/4"x2 1/2" NEOPRENE PAO Ul ~
ADHERED TO STRAP SNUG FlT 1/4'x2 1/2° NEOPRENE PAD 1/4°z2 1/2" F~OPRENE PAD ADHERED TO STRAP ADHERED TO STRAP (SEE NOTE 5) - (SEE NOTE 4) NON-SHRINK GROUT _ Y ° BULKHEAD AT EACH -'-TURN DOWN ELBOW J II ~ z
1/4x6' NEOPRENE PAD D 1/4"x6° NEOPRENE 1/4"z6" NEOPRENE PAD , i i ' ADHERED TO SADDLE J/4" 6 PAD ADHERED TO ADHERED TO SADDLE D 3/4" 0 STAINLESS END OF CASING PIPE ~ WtTH INSECT SCREEN ¢ , d ~ FINISHED GRADE u
' ANp10R BOLTS, • iv ~ 1 ~ ASTM A307 OR AJ6 _ _ SADDLE SNUG FIT i S1EEI. ANCHat BOLTS, . - » 1 I ASTM A307 OR A36 L ~ ` , N a` STYROFOAM PLUG TO i ' N r, ~ ASSIST GROUT PLACEMENT, 8" .
_ ! I `4 3/4 0 GALV _ SEE NDTE 4 sEE NQLE 4 I i ANCHOR BOLTS j~, ~.i STIRRUPS ALL AROUND
FOR BAR SIZE FOR BAR SIZE , ASTM A307 ~ SEE NOTE 3 SEE NOTE J ` ~ AND SPApNG AND SPAgNG FOR BAR SIZE FOR BAR SIZE STEEL CASING PIPE ~2" 0 GALV STEEL VENT, DIP CARRIER PIPE i ! TWO PER CASING, ONE
A OR A36 4-#4, TYP auo spngNC AND SPAgNG ~ \ ~ \ 3" CLEAR = e 120' ~ A ~t a, I, N ~ off' 4-~4 NORMAL FOOTING ~ AT EACH END Of z '
/ / THICKNESS, t ~ CASING PIPE d Z ~ _ _ _ _ ~ ti o0 m
\ 3 STIRRUP ° z SEE NOTE i z ~ J I ~
~3 STIRRUP ~ ~ 4_~7 N z CONCRETE FOR ~ BELOW PIPE 1 °i ~ ~ ~ / LEVELING MAY TOP OF COMPETENT :OMPETENT } PROWDE PLASTIC SHEET U ~ ~ ~ ~ ~
(BEYOND) 3 3 3 CIRCULAR 8E PLACED WITH ROCK D ( _ I # m FOOTING BOND-BREAKER BETWEEN C _m ~ ~ 7
( -I 8412x53 2 12 HOOPS, TYP o, N ~ ' CARRIER PIPE AND GRIX1T, ~ ~ N ~ a ~ ALL AROUND ~ W ~ ~ ~ 0
STEEL PILE HP 12x53 3 NOTES: STEEL PILE IP12x53 61E0. PILE CASING PIER FOOTING FOOTWG 1 91ALLOW FWNDAl10N DESIGN SHOWN ON THIS DETAIL IS 12 PROVIDE 2" 0 GALV STEEL DRAIN NONE~SHRINK GROUT SHALL BE ' ~ ~ j ~ O)
'H' LHICIMESS FOR PILE SPLICE, FOR PILE SPLICE, PIPE DIA H9D1H LENGTH WDiH BASED ON 7HE FOLLOWNC PARAMETERS: IN BULKHEAD AT EACH END % ~ Q ,C r
'D" prL) ,A» "B" (Fr.) 'c" (Fr.) `D" (Ft.) ALLOWA&.E SOIL BEARING CAPAptt = 2000 PSF 18" 18" SEE DWG 5-18 18" B 18" D SEE DwG S-le 18" F 18" z CONCRETE COMPRESSIVE STRENGTH =4000 PSI ~ ~ #7 BARS (Ai2" <6 12 2'-4' 5'-6" 3'-0" GRADE 60 AEINFWtpNG BTEEL OF CASING PIPE AND 1/3 CHEMOICAI COMPANYE MASTERFLOW ' ~ ~ Q v v~ U CU YD OF CRUSHED STONE 713" BY MASTER BUILDERS, ~ y ~ ~ ~
a 1z 2'-a" s'-J" T-D" MAZIMUM STREAM vELOatt = to FT/s8c E AROUND PERIMETER fi-12 MAKIMUM SUPPORT HEIGHT (H) = T2'-0" A OF FOOLING 10 12 2'-4" 6'-8" 3'-0" If FIELD CONDI110N5 REQUIRE ANY DENA110N FROM 1HESE NON-SHINK GROUT AT DRAIN, WRAP STONE OR EQUAL. ~jJ C ~ C WITH FILTER FABRIC
12 12 2'-4" Y-2" 3'-0" PARAMETERS, 1NE FWNDARON DESIGN SHALL 8E REVEWED 6 12 J'-0" 8'-0" 3'-0" BY 1HE ENGINEER. dU~~~'= _ _ _ M n. ~
NOTES: CASING PIER FOOLING PIER FOORNG FOOLING PILE 8 12 3'-0" 9'-0" 5-0" I. PILE SUPPORTED PIER FWNDAITON DESIGN SHOWN ON 6" 12" ~7 BARS AROUND 14-20 2. IF SUBGRA~ AT IOCAIIaI CF SUPPORTS IS DEEMED UNABLE z
10 12 J'-0" 9'-10' 7'-0" TO W71{STAND 2000 PSF BEARING PRESSURE, A PILE MIS DETAIL IS BASED ON THE FOLLOYANG PARAMETERS: PIPE DIA THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACNG PERIMETER OF 12 14 3'-0' 10'-6" 3'-0" SUPPORTED FOUNDATION SHALL BE U1ILIZEO AS PER DAAWNG NOTES: MINIMUM CAPACItt OF hP12x53 PILE = 30 TpdS "D" (INJ "A" (IN.) °B° (IN.) "C" (FT.) "D" (FT.) 'E" (fTJ "F" (FT.) MAX FOOTING, TYP = M ~
56 14 Y-8' B'-S" 4'-0" s-I6. WIDTH OF PILE CAP CONCRETE COMPRESSIVE STRENGTH =4000 PSI 8 14 3'-a" lo'-o' 4'-0" 1. PILE SUPPORTED FOUNDA110N DESIGN SHOWN ON THIS GRADE 60 REINFORCING STEEL 44_28 3, IF BEDROCK IS ENCOUNTERED WiRCH tMLL PREVENT 3-FEET CASING PIPE TOTAL PILE DETAIL IS BASED UPON THE FOLLOWING PARAMETERS: MA%IMUM STREAM vELOptt = 10 Fr/SEC 6-12 12 20 2'-a" 3'-0' s'-o" Y-o" To CA 0 ~ W CARRIER PIPE
10 14 3'-8" 11'-0" 4'-0" MINIMUM COVER OVER FOOLING, DOWELS ~JiALL ~ DPoLLED 12 14 3'-8` 11'-10' 4'-0" INTO BEDROCK PRIGR TO PLApNG fOUNDARON. SEE DRAVANG DIAMETER WiDTH SPACING MINIMUM CAPACITY OF 8412x53 PILE = 30 TONS IF FIELD CONDITIONS REQURE ANY DEVIATION FROM x cv C THESE PARAMETERS, 1HE FOUNDATION DESIGN SHAH BE 3/ 3/8" STEEL PLATE, TYP
56 18 4'-4" 9'-0° 4'-0" 5-IB. (IN.) "A (FT.) B (FT.) GRADES 0 ROSIN ORCNG STEELNGTH =4000 PSI REVIEWED BY THE ENgNEER. 14-20 12 20 3'-0" 3'-0" 8'-0° 5'-0° ~ ~ 0 3/ 8 18 4'-4" 10'-6' 4'-0" 4. TWEL4E-INCH AND FWAtEETd-INCH 7HICK PIERS AND < 36 6'-O° 3'-0" Z 3/8°x4" STEEL I
70-36 MAXIMUM STREAM VELOCITY = 10 FT/SEC 2. LENGTH Cf PILES SHALL BE AS REQUIRED TO DEVELOP PL 10 18 4'-4° 11'-6° 4'-0" FOOTINGS SHALL BE REINFORCED W11N ~,5 BARS AT 12 INpiES 30 T~7 CAPAptt BY EITHER END BEARING, FRICTION w PLATE, TYP
12 18 4'-4" 12'-4' 4'-O" OC IN EACH DIRECTION ON EACH FACE. EIGHTEEN-INCH WIDE 38-42 6'-6" 3'-6" IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE 22-28 18 26 3'-8" 4'-0" 8'-9" 5'-B" w PIERS AND FOORNGS SHALL BE REINFORCED WITH ~1 BARS AT PARAMETERS, FWNDATON DESIGN SHALL BE REVIEWED BY OR A COMBINATION W END BEARING AND FRIC110N. AS u, g/ 6 18 5'-4" 9'-6" 5-0" 12 INCHES OC IN EACH DIRECTION ON EACH FACE. 45-51 T-3" 4'-3" A MINIMUM, PILES SHALL 8E DRIVEN AT LEAST 15 FEET • • • • • • • • 5/8" 0 A325 BOLT
3e-4a a 18 5'-a" w-o' s'-o" 54-60 8'-0" 5'_0" THE ENGINEER. INTO UNmsTUaeBO sca. CA 10 18 5'-4" 12'-0" 5'-0" 5. EIGHTEEN-INCH THICK PIERS SHAll REWIRE TWO STRAPS 30-36 18 26 4'-4" 4'-0" 9'-0" 6'-0" CASING PIPE _ ~
12 Is 5'-a" 12'-10" s-o" ovER THE PIPE INSTEAD of ors (AS sHDV~). 2, LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 30 J. TWELVE-INCH AND FouRTEEN-INCH WDE PlEas sHAu TON CAPACITY BY EITHER END BEARING, FRICTION OR A BE ~wFORCBO 'MTH 1s BARS AT T2 INCHES oc IN _ S 6 IB 6'-4" 9'-10' 5-0" 6, WHEN CONCRETE SUPPORTS AAE REWIRED TO BE LOCATED EACH DIRECTION ON EACH FACE. EIGHTEEN-INCH WDE J8-46 18 26 5'-4" 5'-0" 9'-6' 6'-6" NC]TE 3/16 4 USE A MINIMUM OF Z SPIDERS PER JOINT
8 IB 6'-4" 11'-4" 5'-0" YdiHIN A STREAM AND ARE NOT COVERED Po1H BACKFlII, SEE COMBINATION OF END BEARING AND FRICTION, AS A PIERS SHALL BE REINFORCED Wi1H $7 BARS AT 12 SEE NOTE 1 3/ 51-66 f0 16 6'-4" 12'-4" 5'-0" DRAW1NG 5-19 FOR MODIFICAl1CN6 TO UPSTREAM FACE OF MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO INCHES OC IN EACH DIRECTION ON EACH FACE. I PLACED ONE FOURTH OF THE PIPE JOINT
SUPPORT, UNDISTURBED SOIL FOORNCS SHALL BE REINFORCED TYPICALLY TO PIERS. 51-60 18 26 6'-4' 5'-D" 9'-10" 6'-10° 12 le s'-4" 1s-2° s'-o" NOTES; i" 4. EIGHTEEN-INCH WXJE PIERS SHALL REWIRE TWO STRAPS i" R ON ALL CORNERS ~ LENGTH IN FROM BOTH THE BELL AND SPIGOT.
CITY OF RALEIGH ovER THE PIPE INSTEAD of oNE (AS SHOWN), 1. GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF DEPARTMENT OF PUBLIC UTILITIES CITY OF RALEIGH 5. WHEN CONCRETE SUPPptTS ARE REWIRED TO BE CONCRETE PIERS WITH HEIGHT OF 6 FEET OR LESS
LOCATED WTHIN A STREAM AND ARE Nor cavEREO CITY OF RALEIGH AS PER DRAWING s-13. CITY OF RALEIGH AERIAL PIPE CROSSING DEPARTMENT OF PUBLIC UTILITIES WITH BACKFlLI, SEE DRANING 5-18 FOR MODIFICATIONS DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES CITY OF RALEIGH
CONCRETE PIER DETAIL To UPSTREAM FACE of SL~POer, 2. NON-SHRINK GROUT SHALL BE 'SLIGO-N-S" BY lES DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING AERIAL PIPE CROSSING THE EueuO cHEMIGAL coMPANY; "MASTERFLOw AERIAL PIPE CROSSING Dws WD, AMSroxs DArz Da>E PILE CAP DETAIL 713" BY MASTER BULDERS, OR EQUAL. AERIAL PIPE CROSSING ' o )CK CASING PIPE DETAILS
5-14 PILE SUPPORTED PIER DETAIL CONCRETE PIER ON BEDROCK ~ DWG. NQ AEMNION$ DAZE AEMLON$_ DALE DWG, N0. RM5p15 DATE AEN9DN5 DATE OAG. N0. AMTS OAR AM90NG DALE onto arc. rm. ae,~oNS oe>E aeAaaNS Derr
5-15 S-16 5-17 5-18 - - ' w
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w UTILITY INSTALlATI0N5 AND OTHER PUBLIC FACILITIES,
N a~ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY CITY
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH ANO SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FlNAI ACCEPTANCE.
U L SIGNATURES;
QI
N(0 rcANLrUK Nnurv
PUBLIC UTILITIES: CONSERVATION
N O PLANN ING____-_---______~____
O N N
3
X

LEGEND
LOCATOR DIAGRAM STATE OF NORTH CAROLINA FIRM PANEL 78°36'
78 37' 00" 78°37'30° JOINS PANEL 1714 716 oooM 7a 5 2 110 000 FEET 1715 oao M M 212a o0o FEET ~ SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO 2 117 500 FEET 717 „ ,:3 ~ - i r. 7a0 00o FEET _ ~ INUNDATION &Y THE 1 % ANNUAL CHANCE FLOOD
i. ~ FEET _ , # ~,r~'A'`~r` lr. rn,~I. ! i ,I GRA NILE ~ 740 DOD r~ , '`i ~ ~ ~~`~'1 I i.. s`°. + t 1 4 , I J_ t J - t ~a Y , ,'t ~ ~ . ; ~ ~ ~ ZON E A The 1 % annual chance flood (1UU- ear f(ood), also known as the base flood, is the flood
._w__:-. V ~ ~ t ~f. i tr fn..-.... I,1t ~1 ~1 t n~'.- f~ ~ \ , r ~`'.J , ' ~r ~r. : ~-1 a'. - _ ~ J iC Eh t': t, :f 1. i'` an 411 "~i ~ :f s ~ ~ =,6' k~~ 1 ~ . - - ~ ~ ice,, ~ u.._. r. + r s°a- ! y ~ ~ ~ - " '"a ~ ~ ~ I ~ (i~T , " ~ ~ ~ that has a 1 % chance of bein a waled or exceeded in an iven ear. The S ecia! ~ ~ ~ I i r';r~~ I r~~i~~ ai ~ ~ ~ g q Y g Y p
F, ' - i ~ ~y _ _ ' . . _ , Y- „ ~ ~ _.~.ti.-_-__ i ~ a, d~'tf'.`:"'. .•e...:f.. -n.'a ~ ~ `j. u~: .1 +J7 s a .;'S':: ) i . i ~ ~ - -i - ~ ~ ~ - t , , ~ , G Flood Hazard Area is the area subject to flooding by the 1`~ annual chance flood. Areas ,r ~ ~ r. , F,T _ ~r Eh :'r' ~ ~ ~`~r ~ ~ tip; ~ of Special Flood Haaard Include Zones A, AE, AH, AO, AR, A99, V, and VE, The Base
I r~~ ~ -ti ~ ~ j a S 1'; ~ ~ 4: tla •CR - ~ +sn r'- J' :r,. ,r r..`. !N h'71 d R&iAN4 I I i ~ ~ .a t 7: •t, r ,'~'d:. .S1° ' ti <yd ~.r s>, ~ rv,~:-,! _ tq % -:n U FRANKLIN " _ - 'w. ~ . + ~ , r~ ; <1^ , 1; a 7 ~ ~ ~ ~ ~ r~'" r p r4 : y~x ~ ' I ~ ~ flood Elevation is the water-surface elevation of the 1°~ annual chance flood. ~ ~ t
, r_: w }_.1_. f_._i A k , 5 .n_, ~ ~ ab,' .j~,~:~~ {:.M 3.. .-~2 .y t. ~ ~ x - i 'k., 7. S'~~ k•' T .k fit!„ ~~.hrr °'{hd s 1'' ~ .i ~'N'7'. - - % ~+a nn I % ~ , ' t r' - ~ ~ " ~x~i k~ ' }r} ~ t~~ ~ ~ -1~ ZONE p No Base Flood Elevatlons determined. ~ ~ ~ Fs ~ ~ 1>N~ ~ ~ ZONE AE Base Flood Elevatlons determined.
_ , h` . `9 ~ 5 ~ ~ s ~ ~ ,r~f~?~".~ r ~ - ; r ~ ~ ~ ° x ~ ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
, r n , y ~ , 'r I S:ci ~ t.~ 4~. ,gyp ~ - 1:. ~ ~v ~'T ^i... ~ '1?, ~ -'7~i ~j~ ~.y ~l r r - ~ 1, r~ r . ~f' r Y ` .hv r (q .a' ":fir ! e '~r~, ~ A~ 4~k ` , '1' ~ ~ / , ^s~. Elevations determined.
rr. r, ; _ , ~ ' ' i~ y:~{ ' i 7 , S,' I , 'e v ~+e. w lr. y rrr - JY j ~ t _ 1~ t ~i~ ~ .,t. ~J`g - * aF ,.`~r. t T. ~ ~ ~ rr:' ~ ~ZONE:X , ~ ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
_ I ~ ' r. I .~Rpf._ i 'c , yn . A!' >Zki~-. h "i' . L~~ #J 71~~ :yw+4 , ~ n r, z 3t . _ r - _ _ , . , i? L.' y ~ ~ ~ ~ ~~ti; si k , ~ +.:.T; f . ,x~ :a - w '.~1-i 4, - ~ y',~'$ w~'t,1u zr~EJ -.A h ~ - ;:v - ~ r t7~ ~ „ ~ c ~ f ° Q., tt..M.: _ t _ i - r I• .,y . iii' f. ~ b? i^ 1. ~ - average depths determined. For areas of alluvial fan flooding, velocities ~ ~l F ~ ~`.r" ~ ~ r~ ~ also determined.
`1yTl c. . ~ - _ iryv ~ , . r:., x. i . , . L.',~~.I~', r - i _ ~ i. L.' , r r _y;,, ~ h. I ,11 ` ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
~ , _ _ _ > ' ~ , _ E i - ,~.,N- _ . S ` .~~~--'-~-f. , 4k, rl; ~ r a f " ~ , chance flood by a flood control system that was subsequently ' ' •.~I _ 9 ti '<1 ti" ,~~'~s } ~s„~i <~a decertffled. Zone AR Indicates that the former flood control system is ,x~ . ~ > i ~x~ '';~J` r, ;.u9 k ` ~ being restored to provide protection from the 1 annual chance or
_ ~ , . , , ~ A ~ - Y / \ d ' - A - n ~c.3 ~11E t~
G: , 4 w C' _ 2 , ~»-l" 'L - 1' , ~ S' - w . ~ , ~ - r. . x J~,, - , c e, t ° f I - ~x~ '=s ~ Y 'r~ ~ ~ ~ greater flood. - a
< ; 1 -t s~ ,ter. k• ~ ` '.,:i . , re 7t 6 ,r 4 ~ a h ~ + ' _ - ~;r-~, J ,a,~'ce . ~T J , t r - , . _ ~ i:,4.r "1 ~..i ,..xi+r~ a y r i ~ ! a ; .:'~4 ~4' ~ ~ ' _ , :a'~ fy ~ w s ,~~"l 'fir ' i--. - r a ' ~ t ;~~~y ' ~a~ ; , ~ " , i ; ~ ~r ~ ZONE A99 Area to be protected from 1 % annual chance flood by a Federal _ f' } , sit nr ~ 2 ~ ~ F ~ ` flood protection system under construction; no Base Flood Elevations
y; \ S I i! ~ j , ,ter. ; t # G} _ + F,ro~ , / ~ r, K' _ - rTr ~ .f , ~ h;: , ~ _ r I ' J~HNSTdN ~ ~ ' rF ~ i°: J. < ; = j: ;1, t - ~ / ~.,ir q~ r rr = ~ "'~°'~•w.~~-`~ r ~ + ~ _ ? ,x ~ ~ g ~ ~~i r ~ ~ n~ determined.
y~ / , n ~ i I M _ - n =i:~ ``>F/ ,r ~'rf ~ i ~ lam! , / , _I L ~ ! ~ 3962 aoo ~ ,L> ~ ~ - . ~ ~ r ~ r kh. ? ~ j F ~ n ~ ~ ZONE YE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations ~ I ~ ~ ~ ~ ~ ~ r ~ determined.
a ~ . I ( I I I I - ' ~ 'r r,.;, fW,- ~f` r r~ ~ y _ ~ ' G ' ~ t. ' ti < . 1 a~ .ate ~ 4 , ~5 's r.t ' ~ ~ 3962 00o M
-r._ ! y , i -ice .f+e-= HARN ~ Uy I i ~ t' _ ~ ' ~ , ~ yw. ' ~ , ,r r:. - r - - .y,. 'M' ! j r ' ."°ek - ~r"`~~;~ ~ k~ ~ FLOODWAY AREAS IN ZONE AE ~ ti =
- - - r 'fi ~ B~,w•A. ~.i99. t,j ~r yxA '~F' 7 } ' t. ~ ii r,', ~ ~ r ~ x , ~ a r, , „ ~ ~ s ~ u' , The floodway is the channel of a stream plus any adjacent floodplain areas that must be
r' ~ ~f;. j~` ,'dlr.,} r ~ ~ Q ~ 2 ~ ?f{ ~ ~ ,r r I.r r r! ~ F h it^ ~ I •K . a. .::p.. ; ~ / ~ P ~ ! r ~ .et r~: - A - .r _P ~ - ~ ~ , ~ kept free of encroachment so that the 1 % annual chance flood can be carried without ~ ~ F'~ '`r r'~ 'r ~ substantial increases in flood heights.
f~ .t$ s ~7`~ ~ ' ?wt' l yi rf C~i'1 e~ 'x~ ~ ~ -e r I 1 _ sir. , ~ ~,o`! t ~ :r~ S., 7~k- , daA'9 k,,~ _ ,c~v:r I /.y r +•.`1a,~ r- ~ -.r.t :A.y, ^'e and 't ,.r '~'1 ~ `E{ >r- ~~~~i,~i ~ 3 r y ~~,r ^s' `i, ~N'p1 t _
i r 'b ` ~a r< "S %4 tM1 w Y' r ' d . ~ 's , y.- .f , , .i ~ ~ ~ ii ` 'i' ~ ~ ,T 1' - 'I, t'~) A "7 r<'r a L ` ,J~~ t', - 1 I _R . ~ ~ y, ^`'+Y ~^Y _ . ~ ~~y~rt, ~ ` ~ '~r.~ ' ~ ~jyr , 1' M . OTHER FLOOD AREAS
r N"/.-~fS.~1~<',y~,.- ~ . tai: J'r~ ~ I- ~ 1 - Ii _ +w;: ~ 1,^+ a r# t d: l .r ~ ~ . a. ~ ~ *?a~ ' ~f a ~ ''f ~ ~ ~ t _ ~ 1 ~ ~t Y ~ I, ZONE X Areas of 0.2 % annual chance flood, areas of future conditions 1% annual
l;Lr 4 S ~ , .~..~~~r - I.~-• :Lt 6}, t, X114 6- ~ ~d~ a-~ t t,. -_.._Y - h* ' , ' yap r~ ~ ~ 1' chance flood; areas of 1°~ annual chance flood with average depths of less
r~1 J 1 t ' r r. ~ ~ ~ ~ ~ ~ I 9 ~ ~ ~ ~ " „d"`~ . ~ ~ than 1 foot or with drainage areas less than 1 square mile; and areas ,n. ~ ~ ~ ~ ~1 ' ~ protected by levees from 1°~ annual chance flood,
, I ;#f- ' ~ 1' b ' tu' ~ . Y,+!' 4 -~5 '4c'' 'i f a~~ I ti 6!.F ` 1 'a~::,i~ ~ ,fir:. , ~r r I, t E ~r•. , J ' _ _ r I .wr - ~ ~K. ~ - r r ~,•n ~ a°: , r,._! ~ m,w r - _f t`f ~ T r.,',4`" ! ~ ~f ~ ~ ~ _,r ~ ?:1~" 737 500 FEET °f'~~.
w , _ n ^M' DATUM INFO ~ ~ °P~:r, ~ w~ ~ ;~g~= l it _i r , F{ r ~ t ~ 4~ s ~ ~ , ~ r a OTHER ARF~S
kr'M... ~ jh, i 'y~7rH~, J14 * ~ . . _ ~ ~ ~ ,„a1 ~ :k~ Ott ~ Y r ~ ~1,,+y, {,y . - ~ ~ , ed in the re aratlon of this ma was the North Carolina f fi ~ • - r, r~~ The projection us p P P ~ ~ ~ J, ~ ~ 1 fr '!t ~ ~ r ~ r ~ ZONE X Areas determined to be outside the U.2% annual chance and future f
ntal datum was the Nort e _ _ ~~,.,r~x - ~ .,w• h Am scan ~ - h rizo * ~ r, State Plane (FIPSZONE 3200), Theo u~~ c1, ~ ~ _ , r F y r,l' '~ry a. .r .'1` `y1 F '1 .r~ .u :n I :w'. sty ~ ~ n ~ ~ 35°x6'30" conditions1% annual chance floodplain. y rF , ~ 1 ~ ~i ~ ' ; ~y,~ti; r 1 ~ ~ ~ ~ ZONED Areas in which flood hazards are undetermined, but possible.
ro'ection or 'n m elli sold °45'30° Datum of 1983, GR580 ellipsoid, Differences i datu p , p j 35
' or zones used in the roduction of FIRMs for adjacent I,:;,F~ ' Universal Transverse Mercat P ~ _ , n ma result in sli ht ositional differences in map features across ~ ~ 'F . • ~ ~ jurisdictio s Y g i~ _ ~ ~ ~ ~ k - - - P au,,, ~ ~ - ~ ~P t t v'_. s - ~ e. ,'E ,1 ~ 1, ~ •y~,~ tlT:;;.'o n ~ ~ o-n ~ ~ ~ t r ~ ~ ' - COASTAL BARRIER RESOURCES SYSTEM iCBRS} AREAS
, , raC Of this v'r~ ,.:U. - ; ,1~ , f'~ 1' rt, . / a s 1 i~~:a ~ a ~ ~ / . _ unsdictional boundaries. These differences do not affect the accu y , . ~ f~ ~ ~ ` ~ ~ 1 ° , ti r ~ ~ ~i ~ z ^"ter Y - + r . ,,p 'Lr
e Where t p, ~ iry'. - " r:' ~ ~ ;;iia'A` ~ vt ' s `J / '+K' h y hK, s:~` ~ M 1. _ - FIRM. All coordinates on this map are m U,S. Survey F et, ' ~ ~1:; ^7 r = ! < <`i(F i r ,.p; ~ I ~ - as ' :od K ~ r ~ 9 nF - C r i.,.. r iee.' ~ tN„ ~ v. a~~.: r. r - ~ ' ,a; ~ r ~,a,'~; ~ ~ V OTHERWISE PROTECTED AREAS (OPAs)
1 U.S. Survey Foct - 1200/3937 Meters, ~ ~ , i~ L~t---~-t~--+-+-` '1c ,q'~'• a~l~ fir, ~ . ~ ~;,r X:- > ',1~ ~ 7r. y ~ w~!~`.~~,r t~ N' 1 , , - k ~ ~ ] r ,t' at' r ~ ~:ir n'.. ~ , a ti ~ i t if ~ ~ ~ , ,a. ; r ~ ~ ~ i CBR5 areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
r .t, ~ ~ .~tli4kd f ~.rf t J.r` v .j ~J t•,at - ~ v ,'r r, , - Y` ra r i I r .r .dr ~ r;.,. r EC;Fr,.r ~ r'k >$;.E;j ~r ~ r.c_ ::,t, y ~ l: „ °p . k a are referenced to the North American Vert ca ~ , 3r Flood elevations on this m p - ~ / , • '.,r „ , ~ ~ ~ ~ ` '1 ,y , t, R ~ r`~ 1% annual chance floodplain boundary r~
r to structure ~ . < . , . ~ ~ : r . ~ t; 88 These flood elevations must be comps ed ` J < Datum of 1988 (NAND ~ , F ~1. Y. ~...s..~ v^ ,n k a ~ 6 s~ ~ zr r ~~•W - r >ri~~' ` a' , . M, 4. tj. A. a~;;.~Jr: x ~ - ~ r "I.` t, tky ~,:`?fie.; ~ d r.;?~f o-~'~` ~ ~ ~ ~t,~~ '`1 0.23° annual chance floodplain boundary and future
ren d to the same vertical datum, e g , ^ , ~ ~ 77J~ , round elevations refe ce ~ I tl g ~ ,,.::,,,,xL , +ir ,y I , r",. , ` - Y" ~ „ 3 ',.F I ,it V, ezcY. 4 : N: - N tional Geodetic Vertical Datum of 19 9 rk r , _ 9`,' rG ~'tia~~:, t '•i7^ k ~,t r ,':rr ~Z..r'~, ' '~'~~Y~ x~; ;n Si ~ ~ ,~s. conditions 1% annual chance floodplain boundary ~ 1 3-~~
offset between NAND 88 and the a r, ~ ~ ~ 'y~ rye G~ .M ~ i..,.. ,.r _ r ?p , p..r. 1 ~ .,q"- ! s,>> ~ r : ~ , - cou This offset was F, 'r, '~r, a ( ~ _-a , ~ 3~ / r awl ~ ~ s- ~ ~ . ~ ,r:,; 4, . NGVD 29) has been computed for each North Carolina nty, a"~ , - m ~ w ; i ~ ~ ;~r,~~ti . ~ ~ ~ " r ~1 - - - - ~ Floodway boundary +r +
i ,r ' 29 food elevations that were not revised during the = ~ ~ r ' ~ - ~ ~t~..~ ~ ' ~ ' ~ ' then applied to the NGVD I ~ r. , ~ r - i' _ +j 4~~ F . ° f~ ' x, T tyY" a ~ ~ - - Zone D Boundary
, ff et or each count shown on wi format FIRM. The o s s f Y .~;~ti ~J- ~l ~ creation of this state de i f ttable below. Where a '~r, ~a,_~" ~a ~ a r'~ ' ti~ F ~ CBRS and OPA boundary k' ~ 1~. ~ ~ ~ Boundary dividing Special Flood Hazard Area Zones and U ~ ~ Y~ ~ " r ~ r' ~ ~ r ~ ~ 7' ~.n ; 'B- boundary dividing Special Flood Hazard Areas of different ~r'ET~IrrJS
this FIRM panel are shown in the vertical datum of se y;,, , ~;f~ • ~ ~ ~ ~ ~ -W ~ ~ -,a, ,ti. _ "8' ~ a ~ vti, ~ , '1 ~y, • 9 nod elevations ' ~ th unrevised NGVD 2 fl ' ° - r: ~ ~ ~ : r a,~,,.:~ ~ ~ ( ,t~-+' ' ~~,r. count bounda and a flooding source wi ' Y ~ "71i 'A"..,:'. ~_,i1.` ! w ;~~'+i>'~" I~E- rr m. ~cet: I o, -
- ~ , , / , ~ r t ~ , "M ` to .L.. +k .?r.,i$`tn,'S' r +'a , : ; ' ' ' been calculated and a lied durin the ~ ~ _ i, ~ >r~~, .+i r y-,e, dam, ~,'i c ! ,fir rp, i , >t f" ~ n~ ~ g^ d are coincident, an individual offset has PP 9 , 1 4 ~ x 'E,~' , 9 - y o',- r;. . Fig, f ~ „r~„ Cy, ~'r. .N # , z~ "~x i ~ a Base Flood Elevations, flood depths or flood velocities. tr ~ ~ . , x , ,
• 1 f the accom an in creation of this statewide format FIRM, See S p Y 9 - 'r - k? „,%FC . 1 i. t +yt..:: ~ ~ : ~ ! ~ a Y> .rT R P l _ w. wF.,~'s~5 , ~ e]'-~ , y .¢'~4Y 1 t V,.' ~ _`,r a'.. - ! k~ r.~J`"n~ rti x ji. ! ~ ~ ~ , h ~ 1 ~ r°,. r ~ ~ ~ ~ ~ ~~593^•^-`•~ Base Flood Elevation line and value; elevation in feet*
Flood Insurance Study report to obtain further information on the conversion Y ~ s t ~ , f,~;. i - GVD 29. To obtain current elevation, - ~ - _ >y of elevations between NAND 88 and N x , ~ ) '°"'t Ix ~ ~ se~= _ I ! e w Base Flood Elevation value where uniform within zone; ~ x y ~ ` ~ 1~ ~r ~ ~ w ' , r`~~ ~ A ~ ~ Z (EL 887) - _ f x Q elevation In feet ~ a j t fir" ~ ~ :r / d'~ w J ~ `f : # 0.
y~' rq,_ - y41~. L. _ !of..•! J i ~ y. ~i - fN ~?+~5 Si • h m rks shown on this ma , ~ - CatlOninformationfor bent a P ! ~ , :i s''#.>~M? rw ~ L. •:~F~:" ss_,'; ~F`a „ti nro~ descriptlon,and/Or to F a r:''~~a ,~M,"F.ava'(; 8 F n c~ °rv,!y I ~~P~' 'r,,. "~r~~e +>4 '.f^ u " y ~ ~ s t j ~ 'Referenced to the North American Vertical Datum of 1988 ` a g*~''?p~'~ ~~n, a ~ ` t d ~ • K ,'r , ~ . 3'4°`rY ~'~`~+1 ~ r~`'~`,~" ~ ) vy ~ Z_
hown below. 1 - i•: -a , ,i , JJ r ~ " ~g~ Geodetic Surve at the address s i ~',l , , T 'rr_r. ~ , 1 , n t the North Carolina ~ J '~`Mr . please co tat Y F~,.„>,~ .~,Y~,~"w~' r~~ a ~ - . r: ~ National Geodetic i 7 e - 4 ~ - ~ ~ * 1 ' r t ~ y ` i 011 Cr055 5eCtI0n line
formation Services Branch of the k ' ~ , ~ ~ _ _ , You may also contact the In or visit its website at www.n s.noaa, ov, ~ !r~` r-r Ir,_~~ ~ ~ ~ ~ _ _ Surve at 301 713.3242, g a ~ .rs i ~ ~ ti~ , ~ i ; y a a 5 d ~
E v ( I------, ) i ~ r 'ti f I., 1; v,, ~ a,'-' i = F°'1'Et '+T' g y,tj J,, . T' r 1"' "14y ~7~'9 f b t . 1 i ~ ~ , t ~ ~ r~ ~ e ~ ~ 23 Z3 Transectllne .
fs t able k i'h ~ . _ ~ ~ _ .vy - s~,:r,/ ~ , ; n .,,~y ~ a ;~F _ , ~ , nt Avers e Vertical Datum Of e T y ~T ~ a ~ y .y~ ~ ~ t North Carolina Geodetic Surve Cou y g ~ ' - . ical Datum Offset ft o0o M - - . ' ' > n:2 - - ~ < + k ~ N t7 f ~ ~ p a ~ r x >6~ y~ ; ~ ' ~ Geographic coordinates referenced to the North American ~ r ~ ~ 5 t ~ ° ..,f' 97°07' 30", 32°22' 30" Datum of 1983 (NAD 83)
ve~ I I r _ ~ ~ ~ ~ Ra~le1 ,h ~ ~r~ ~7 121 West Jones Street county 3951 A, ~ ' ^ , . ~,_,.J o ~ - a 1~ - ~r, ~ ~ + "',b t y,. , ~ , h NC 27601 k - 086 - ~ ~ r.~ - r s s,r-~'~' o :~e P r- ~ ~3~ ~ ^y Ralei VJa a ~ , ~ r
r ~ ~ a: err , ti_ :d•°' Cr•~`~ 4'.ct, ~e ~~2 m ~ ~ .t~C 919) 733-3836 ,f :i w . n<' = ~ ~ r r I , -3~ 4 o- ' 4 ~ I ,1~~' ( -s 5~;,u rr' ~ ~ ~9><°~. +>st, a ~`;v.'4'~~ i~°~s ~.r~ ,a~`r, rw ~ ; ~ at~~ ~ ~ ~k~~ 8 ~ ~ ~i 4P7goooM 1D00-meter Universal Transverse Mercator grid ticks zone 17 a, ~ ~';~,C ~ ' ' 3981 00o M ~ I ~ .~r J ~r' r ~2• fi ~ ~ 250U-foot grid values, North Carolina State Plane coordinate
nC S,State,nC.US i o-s` -?"*k ~ a.~!"a * ~1' i' s~ ~ii~+~ * L n,w~ F a 1t ~ y tv 1 ' ~ , .ta'~. . ~ ~ , ,r ~ ~ fi_, " ~ ~ _ ~ i 1477 500 FEET s stem (FIPSZONE 3200, State Plane NAD 83 feet)
Example. NAND 88 - NG ( ! ~ ~ ~ ~ ~ ~ , ~ ' ~i'µ X; 't~`. :A tt r~ ' n a,~ .qy b rf`,dP"`~"~ 4~ y~ 3 , ~.x s~ ~T~ ~3~~,,~ ~ ~ '~k ~ ' w.' ~ ~ ~ ~ ` - r BM5510 North Carolina Geodetic Survey bench mark (see explanation
k... , , t4.~ d d- ~ ,k_~2~y. ri t. 1~ ,x. ~ ""k try:,, r J ^(I. i `Ip~ f } - ~ ~N6K,l"4 p , ~ - - ~ SO ~~U'" ~ e~.",t.~ r 1 ~ a," .x`. r~~: T~` _ W ,t-. ~ Y Ir+;~4. j ~7fi „ate "p a i~l~ d`.v ^>v r m,~ .:fir, mF}, n'.^ ~ ~ ~ ~ rr „t,,, X In the Datum Information section of this FIRM aneh, ~ 9 ~ d~ ~ s a y~ ~ ~ p 3
b Z - 1., r~L ,f; r b . '?~'4,. ~ s ~ * 1, ~ ' 3 ; Es.. , 9` ~ - r+,.; All streams listed in the Flood Hazard Data Table below were studied y ¢ <,,n, ' ~ , ~ - ~ ~ ~ ~ ' ~o- ;~i n'"'~ ~ { ~ ~ ~ BM5510 National Geodetia.Survey bench mark (see explanation in i - ~ ~ ~ ~ r ~ , ~ ~.,;f~ ~ ~ ® the Datum Information section of this FIRM paneO.
. ~ I _ - . ~ ~ - , ' n Id sun+e .Other flood hazard data shown on this - detailed methods usi fie Y f - ~ h , . b M M ~ ~ ~ 'x4 ZONE~X ~'.k4~r*' ~ ` ~ ; r M1,5 River Mile
sta na sis or limited detailed N ` - ~ " ~ ~ ' ma may have been derived using either a cos la ly ~ ~ ~1 ~ t~; ~ ~ ~ - p ~ ~ Z "`,~`.s y>.,r , ~,;r.,~,- ;,.~-'t' :Xv,~ ~.2. ..J•~!~Y''FJti :c ~rp- ~,4 ~ •r'i(';: - ' re n ormation on the fleadin sources studied by these - ~ , ~ , '1:~' I----~`` 1 ~ f
nvenne analysis. Mo i f 9 0 '~t d_ ~ . ,g~ ~ >i,, 4, _ I ~ k~ r , ~ , - V ~ d ~ -----=---T r`` _ analyses is co Y : j-, ~ ~ . v~ ~ r, ~ , ~ ~ ~t ntained in the Flood Insurance Stud r p - , v ,r3'€r.~
n AJ 4 ~ I ~ 1. ' Y 5; Floodwa Widthlfeetl r q,~ y F ~ r, 1'~ 'V4 + o ~ ~ f
1%Annual Chance ~'r T" - k~' - - _ FLOOD HAZARD D T . . _ , _ r'E~, ~ ~ ~ ~ . Leh/RIBht Dretance From - r "I -v . ~ - ~ - i~, - (il)0~/88ri ~ ~ ~ . ~ m. , i, M. t ~ Yv. + . ~ ' m ..'1 ~ ~ Y5'~''',,~{~+' - ,J "A-V , E x ~y,, >1 a ~ " ~ 35° A6' 00,E .w , 'h ~1 i, J ~ ~~1,~ !l "'~'"y'F (~d~' ` F 'f 1;9, 2 ~ ty~"
theCentermstreamto ti-- r, ' -~t ZONEtzX ~ - 1 Hn Annual Chance Future Condlllons 35° 45 00 L'~ ~ p~`' { e \ 1~ - } - ~ , Encroachment bounda t,,, i:~ .,.y ,h_~ r, µr rF 1, ".<y J.. - 'r.~. r
ream har a 106 eer WaterSUrface Elevation ry Y,., ~ -r - v..-~r ~I',- y!^. L' Gross St FioodDiac g i I ) 9 :?1 r ~ d r ~ r ' n ' (cfel WBter~urface Elevation Ueat NAND E81 (Looking Downstreeml or ~ ~ ' ~ = 'T~ = - _ ,i ~ A 4 Secbo Stetron - P ~ ~ ~ ~ - y ~,rs~ a ~ ~ ° v r \ TotalFloodvuayWidth ~ - ~y, , ~ . ,
, - , ` . i7r';!~1 ~ a` Ir ,1'"`4'_ _ ~-r e r F J r - i5 ! _..i,: ~ y t:, -'v. ~:k a.~.:
WALNUT C E ( : J , , ~ ~t.. ..?nc~, ~ ~ ~ r J'`~ AE K BASIN30,STREAM1) - ~ - ~ ~ , s 1 II__~.. ~ ~~'e k _ ,r, - ~ 1 ~•w~;_ZONE-X'~ r ~ r i I F +3. 700/200 ~ tray _ ~ T".. x a F u-. ~ ' °~rtyr ,r a ..^7r, ~ 268 26,789 9,010 2D3,8 204:4 ~ 1 , y aft v: { ' ? ~:+r I ~ y 3 IFU URE) 'S'l } F~ i'y J f fr H' J'.'1'L yy~~S C x ~I •L # ,i~ 11 i t icy 3~. ; 5~,~. •1 ~r ~ ~ ~ v
5oD / 5o M ~ . , 9D10 204,8 205.3 ~=a::, ,-.;1 8 ~ ,J " ~ aao ~ r . ~ a 5 s, 'r ti r h f ~ ~ _ ~ . ~ . , ~i .'H~ ~ ~ ~ yr, b s``~`k . 275 27,531 1 r - h~. ~~4J f+ N~. µ ~ 1 k y ~ ~ ~
. ~ . 460 / 50 , ~ y> >p r ~ G: ~2 ~ / + + ~ ~ 9,D1 p 206,3 2087 ~ • ` 283 28,338 , y! u* R r w ~ ` ~ ~e- ~M ~ ~ ~ a.
30D / 100 '1 "ra<, rrt a' .v ° . tv+ r p~ "h ` - ) 8 010 207.3 207,7 ~ 7 ~I+; - n - ; ';d 290 2s,DDa ~ Ja,, ~ r~ - X37 ~ pNE x' ~ ° f ? 'VRE)~ y ~i ~ r~. XW 1, 7~o8a M. at' ¢ ` r 7~~ ~a~e ,yW~ a .r
010 208,9 209.5 2D0 /575 1"- ~,•v. l~`k r~s l,~-d, - ,J r asa r r '4~ 's ~ ~ '(FUTmRE)~ 299 29,a52 9, t o i ~ G' kd4~ ~ ~ 'x f ~;r J 1.~,^. { n> 1 b0 / 900 , ~F } Ft ~p^7.,~0 u ~ : ,,,t ,J, 1N y ; " - 307 30,739 8,800 209:4 2t 0A _ ~ :t i ZdNE X ~ ry ? . . l 'J~ r l~ k
a _,~r,,,~, ~ ~ tY`" ! V URE tM,-;>;^% ~ d, r r.r.* g ~ tiri". 211 .1 76 / 85 ® r''`~~'°'~'"'. ~i ~ ' d~ , .'x ~ I lr 1 a4i , ~,~wr, - 315 31,481 8,90D 21 D.6 ~S! r r"'~ d~ - ~ J` L~~,h~, c ~ i ,6 {`,.r 1 b ``'F'~~ ~N /A, ' x ~f'ry ~ jR l ~P[ }
r. 8 900 214.4 216.0 150 / 650 x E., ? ~ - i , e ( +r ,~j; c / , ' 1w ' 31 B 31 833 q ` ~ ' _ ~ ~ ° -t ~?'v' is , ` ~ .1 ~ i. ~ v. $ t' q~ ~ I } ~ ~ . dr r3 '~',h r ~ ';t `.fi:. 318 pE.. r t b.: 318 ~ s I ~ ~ r r~ , k~' ~ ~x. ZONE X ~ ' ;i?f
324 32,431 8,900 294:6 215.2 100/500 a 1 d°~ ~ ~i t' ~ _ a - ,9 d.k r~.. ~ , ~ ~ 3 4 qr~? E ' a 374 _ _ jv ~ 7 _ 8900 215.5 2161 250/525 y~, ; ~~r _ '~f ~r ° , ~i c fit= ~~7 r ; 'sis - F ~ m :a! ~y IFUTUREI s ~ ~
32 33,186 ~ R r--~, , ~e ~ ~ ° 276 /400 j~~. ~ - ~ ..:.,r 1, 7 `n7~7"'~' ?}i~'" ~ a v^ -F` fi ,r~ 6,4 ~ l 340 34,031 8,900 215,8 21 " .>r r.: a• ~ W I 1' ' I: <~,.a"~;~' t 7
~ r, ZONE?AE -ir , w a aE~r • , 344 34,446 8,900 215,9 218.4 125 / 250 ~ M. ! g • 4 ~ - ~ 1?ix ~ ~ @ - - ~ ~yd .x~.~ YJ~ n` JZ r, r ~ ~ w I F A i~a ( C' ~ c'_i~ Irr .yw1 ~ j
356 35,808 9220 222,6 223.0 44D / 100 ~ r ~ ~ ~ . ~ ~ ~ ~ ~ ~ "j( 1 ' + 1 r ~ re + D~ M} r `'y k '
9 220 22:7 223:2 410 / 915 ~ wr>~'h f f 1 ~ ~ ~ S h ~ . ~ ; .r' c ~ ~ ~ ,PJ'~ r , i 386 38,45$ 2 f, I P - . ry ~ r ~Y ~Y,~ ~ : ~ u u~ _ + k ~ ' ~99~ ~ ~ r, rZONE X~ E~a~ LITrLE JOHN RD
9220 222,7 223.2 ~„2D0/150 - _ ..,!;3rs~ r .2~.' ~ i _ , a7 .~1' r<~ rvg ~ U.. .r tls 370 36978 i Y I ~ _ r c' ]di t,~.' f ~ >r. a z e Sw;~"r ~>r ~ ~ r 8 37,816 9,22D 223.9 224,5 5D0/400 + v ~ , o~: 'r/ - .;u ~`n ..~'Y17;r,.1 rs,4„sr. F x., s./`' .%r , ~ ~ h ~ k~ J i ~ ~ 1 ~ ~`r ~ i.~ ~ 1
600/400 r J" w _ ',1~ x:..~ o- ~r 384 38,380 9,220 224.0 224.8 I t h t : r? / N~~ , P' ~ ~ > ~:~x.~, n ~ o' ~ , , d:'~p r 1 f , N ~ I ~ P.v r ~V ~ l ..t`' 'T~~ ~ . ~ ^s~ `5 ~ ~,a+1
' 800/200 rov. > t a-v~; r; 9,460 224.7 2251 7 2 FEET ~ , - i ''.,`r ~ ,it' ' : Y ~i ~ ` "v v: % _'K'-G~. ,r~r, 'r r - rw 397 39,869 3 50D c~C , c ~`L;~.,J rrs .r, _ 1K ~ ti~ f k ~ rFA ~ s~ r ^~r t N , i, ' ~ A ~ i ~ ~-ZgNE X ~ ~ ~ti ~ ~ i 9G9 M u`'~'q,
. 2 40244 9,460 225A 225,4 800/250 '1~`l ~ _:t~ :r'~`''- y 5 a ^V wr,l ZOf~E(~A `~'2, 40 , - ~ r aV ~+a:', , ;,~,yfa~f Fri!! ~r f:..~ >4 ..i k GRID NORTH
Feat above mouth _ " - ti>~' ''J rr t r q; S 1.i. ~ n ~ aC' *r-+ r~ ' r ire r.. I h M~=£~.+,'U y,'S'4v 'vH as ~fn,-, ! 1:. . r 1 ~x ~ ~iFUruREI< , ~ ~ I ~ OZONE AE '~_~~~?:~~OLaosTONE DR MAP SCALE 1" = 500' 1 6,000) t' ~ ~ ~ , ~ C.h y''~d~ ,>~t~ u h ~ ~ ti 250 0 500 ~ 1000
s r ~r 1 r-~ 5t r''Z ~h-"-".y ~ rl ~d. " w',1R rfl Le ~ sY, OZONE }(t ~f""L'~, k'm- ",t r , n ~ Yf - >ZONE X , ,tit. _!i~ n r "~'~~i< r>t.
"`+F ~i.. .K'.~~t~ v F . >7~ ~ ti a 4 r , v FUTURE] r~` ..~Y,' 402 b FUTURE) ~ ~ ~ a ~ ' 3. ~ ~ " ~ 1 ,rrr 1 , , ~ U ~a v.e- ,y2.}?~ sea ee+~ a .~Y ri '"lr ,'br ~ tl'S'~,w, +r~ ~ M-T~'• 7 ~ . j. ~i ~ a I ~~r~~.~~, ~ FEET , d > l METERS
3960 oao n~ ~ ti / r.. r~ ~ ,1 7„ ' ~ ~ ¢ ~ ` ~ ~ ~ . ~ ' _ ~ ~i;° a~ s 3r ~ ~ I ~ ~ ~ 150 0 150 300
A 3}, , fi~ ~ r„_ ~ ~ 379 yl5 g y+s~ ~ i; - / L~ ~ 11q •~15~ " n -
,r..,. r „r S n, a•.• ',4- r_ 5 V - .,-i ..ar. .''4 3 _r.. a>• ,r MIS. . _ ^ ;:.a c ~.k - w„c.~ ~ 1. / ;ZONEy'AErf ~,,.p W ;x..: ~ ~ r 1 ; tt - t f F , ~ Ih r) I a, a 3950 00o M
c ~v , , ~ . ~ q, ry h , ~ x' al ~f' 'fi '~.+rr
~ .,K ~Jj~ ~ ~ f t ~ u ~?t `ZO'NE X - ~ ~ . • , 7, ~ ~ _ I ' _ , PANEL 171~J t.,
'^M '4 -'+~n" : , ~ r(< ~ ~ n n ~1 li~~'~~J ;iFUTURE) ~ - _ , ~ ~
r w6;,~ ~ ? ,y~# '1 ~ ~ f: 289 d"~r K" 1''r. 4c
~ , ~F, "tifE P i5~ f ~ d' ,T I + z ~ s , ° ~ ~r>> ,,,W ,~,G~
f r - ~ ~".d ~ ~a ' ~ - 2 ZONE' ~X ' ) , ~ N'~ ~Nr{~in~ut{Lr6r,G~ k ~ 1 I i 7~ ft! _
~ a: , ~ 2~ - rs '~k r yf ~v`~.iFI.RUAEJ r , c , a, f.- , . 35 45' 30 r t ~ - _ ~r ; ` 1 ~ _ , , . o ~ 1 FLOOD INSURANCE RATE MAP a ~ ~,f~Brz~ n 1Q 5tnam' ~I~ ZONE X _ ~ - [FUTUAE~
p A' r '~T'' S _ b:. 1 ~ .-~i ' l ^ r < ~ c ~ 'ZONE AE > v~,o-- r ' : x ' qa H ~ ~ ~ ~ ~ zoNE AE 1_ y ~ r NORTH CAROLINA
y~*. r YZ-.•^r-, ,rif, ~ - ,.y ~ Jt~«l.l' e{ E ~P t ~1 i
~ 1 a '"E~,. a''' ;~'7 ~ ; z Jam. Stz ~ \ , ~ ~`'w~, '4 ~ ~ r 'f s ~ ~ r:F 4~
r r~; ' ~ 1 ~ Y... ~ ~ ~ / r ~s °q ~s , _ , n ~ ' h ~hr ~c SSG l~ k+s ,i ~ ,i.~ ~~M u a. ~ k ~175~ ~ 0
4 k , . , ti 1 iii t~. . ' r ~ 1 x.-,-? i./,: r.. - rx h , T ~ ~ ~ - ~ ~ ~ ~ PANEL 1i~3 ~ I ~.~r ~ C1iC^~ti''~'Of Ralelgh~.~~~' ~~„RN(~I~a .~+t~~ ~ m
! ,ir 1 0 fie"., ( n - v 1" , - i' / , is , ,c• 1 M : ,f ,'°^F r +t a- ~ yy ~ `r.+v ~ .T ~ Lih. rb: ..rr ^a - „ m ~ a ~~,t r fh f ~ (SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
_EX+CPaCeT'I'~~Ol~a] J'U~I'+1Sd1CC1,011~ ~ ~~'nF ~ J ZONE AE PANEL LAYOUT)
-3F 4 t d iFU1URE~ ~ ~ _ a ~ - Y. ,r. 'jF'.,t~;i~'~t w ;e - r~. i y -t 7 R: CONTAINS;
,r ~ f ,r 5-' ~t. < *t t %r~ x'41 ~~r~- ( r f: 'rY~ x.,, fy` GSsi~~
CHARLES 57 , { . ~ - n + 'k3?:b.~ ~ 7, ~ . , ~ r ~r~ r ~ +A~1~ .S. : ~r m ~t COMMUNITY CID N0. PANEL SUFFIX ,
t~ 1 ;.:5: 7nlUE,'Yr a. , ""'".r ~ i 'k . , , ~ ~ ~ 1:._~ aI , ~ ar ~t_ < _ r ~ ° s- _ :;.'r` ,~a e.-;'' ri ~ IQN~. ..r.ar.. ~ccr ~ RALEIGH,GTY OF 370243 1713 J
730 000 FEET <f ,Zx y.. h t -"3~ua 1,J=r~ /ou uw r-,
715 M JOINS PANEL 1712 716 -0 M 2,110 000 FEET ZONE X 717 000 M 2 120 000 FEET 0 WAKE COUNTY 370368 1713 J 78°36' 00
ZONE X 78°37 30" 2 112 500 FEET 78'37'00" 78°3fi' 30" 7717171
IFUrURq
USERS NOTES O
late stream channel configurations than MAP REPOSITORY
This map is for use in administering the National Flood Insurance Program. It does not Certain areas not in Special Flood Hazard Areas may be protected by flood control This map reflects more detailed and up-to-date stream cha l jurisdiction, The floodplains and floodways Refer to listing of Map Repositories on Map Index or visit www,ncfloodmaps.com. r~
necessarily identify all areas subject to flooding, particularly from local drainage sources structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance those shown on the previous FIRM for this jurisdiction, Thy AR1 of small size. community map repository should be consulted for possible Study report for information on flood control structures in this jurisdiction, that were transferred from the previous FIRM may have b suTF„ W may have been adjusted to conform to
a^ or additional flood hazard information. these new stream channel configurations. As a result, the F updated o z a result, the Flood Profiles and Floodway -eport (which contains authoritative hydraulic EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
r Base map information and geospatial data used to develop this FIRM were obtained from Data tables in the Flood Insurance Study report (which coi a1tf!:a To obtain more detailed information in areas where Base Flood Elevations (BFEs) various organizations, including the participating local community(ies), state and federal data) may reflect stream channel distances that differ from tat differ from what is shown on this map. MAY 2, 2006
f' tr and/or floodways have been determined, users are encouraged to consult the Flood y agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired by
R° ,x FEMA'scooF_w,nNG cHNicauaaareER Profiles, Floodway Data, Limited Detailed Flood Hazard Data, and/or Summary of Stillwater Wake County, The time period of collection for the imagery is 1999, Information and Please refer to the separately printed Map Index for an c GNU se Y, Elevations s tables tables contained within the Flood Insurance Study (FIS) report that accompanies geospatial data supplied by the local community(ies) that met FEMA base map specifications showing the layout of map panels, community map repository Index for an overview map of the county Notice to user: The Map Number shown below should be used :y map repository addresses, and a Listing of EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL when placing map orders; the Community Number shown above should be used on insurance applications for the subject
this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded were considered the preferred source for development of the base map. See geospatial Communities table containing National Flood Insurance Progra Insurance Program dates for each community community.
whole-foot elevations. These BFEs are intended for flood insurance rating purposes metadata for the associated digital FIRM for additional information about base map as well as a listing of the panels on which each commu ,h each community is located. EFFECTIVE DATE MAP NUMBER
This digital Flood Insurance Rate Map (FIRM) was produced through a unique only and should not be used as the sole source of flood elevation information. Accordingly, preparation, or questions concerning the National Flood MAY gq L, 2006 31701]13001
cooperative partnership between the State of North Carolina and the Federal flood elevation data presented in the FIS report should be utilized in conjunction with If you have questions about this map, or questions cc Emergency Management Agency (FEMA), The State of North Carolina has the FIRM for purposes of construction and/or floodplain management. Base map features shown an this map, such as corporate limits, are based on the Insurance Program in general, please calll-877•FEMA NAP •877•FEMA NAP (1-877-336-2627) or visit the
implemented a long term approach of floodplain management to decrease ° wYr1 For community map revision history prior to statewide mapping, refer to the Community Map (LD
the costs associated with flooding. This is demonstrated by the State's com- Boundaries of regulatory floodwaYs shown on the FIRM for flooding sources studied most up-to-date data available at the time of publication. Changes in the corporate FEMA website at www. ema.gov. mitment to map floodplain areas at the local level. As a part of this effort, the by detailed methods were computed at cross sections and interpolated between cross limits may have occurred since this map was published. Map users should History table located in the Flood Insurance Study report for this jurisdiction, port, Letter of Map Revision (LOMB) or Letter r x
State of North Carolina has rations with regard to requirements consult the appropriate community official or website to verify current conditions of An accompanying Flood Insurance Study report, Letter of IV joined in a Cooperating Technical State agreement sections, The floodways were based on hydraulic considerations )ns of this panel, and digital versions of this To determine if flood insurance is available in this community, contact your insurance agent, the Tina Floodplain Mapping Program website North Carolina Division of Emergency Management or the National Flood Insurance Program at the AND gec
with FEMA to produce and maintain this digital FIRM, of the National Flood Insurance Program, Floodway widths and other pertinent floodwaY jurisdictional boundaries and base map features. This map may contain roads that were of Map Amendment (LOMA) revising portions of this pane
data for flooding sources studied by detailed methods as well as non encroachment widths not considered in the hydraulic analysis of streams where no new hydraulic model was FIRM maybe available. Visit the North Carolina Flaodplai for flooding sources studied by limited detailed methods are provided in the FIS report created during the production of this statewide format FIRM. at www.ncfloodmaps.com, or contact the FEMA Map Servic '.MA Map Service Center at 1-800-358-9616 following phone numbers or websites: ated with this FIRM, The FEMA Map Service NC Division of Emergency Management National Flood Insurance Program State of North Carolina
1NWW.ncfloodmaps.COm for this jurisdiction. The FIS report also provides instructions for determining a floodwaY for information on all related products associated with this A Center may also be reached by Fax at 1-800-358-9620 and its 358-9620 and its website at www.msc.fema.gov. [phone] WWW.nccrimecontrol.org/nfip 1-800-638-6620 www.fema.gov/nfip Federal Emergency Management Agency
using non-encroachment widths for flooding sources studied by limited detailed methods. Y