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GENERAL NOTES:
11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CON IN THE CONSTRUCTION MEANS AND/OR - SEWER NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THE •ORTH IN THESE PLANS. 7. ALL MANGLES COVERS SHALL BE PAINTED TO MATCH EXISTING COLORS
STATE CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, 1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE ON CAMPUS.
STATE AND FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAING ACCE VTAING ACCESS FOR CAMPUS EMPLOYEES, ALL TIMES. ANY INTERRUPTION SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS.
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. STUDENTS, VISITORS AND EMERGENCY VEHICLES AT ALL TIMES. COORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TO IN1 PRIOR TO INTERRUPTION. PROPOSED UTILITY SEPARATION
2. EXISTING SURVEY INFORMATION INCLUDING TOPGRAPHIC INFORMATION PROVIDED BY STEWART 2. UNLESS OTHERWISE NOTED, ALL SS MANHOLES ARE 4 DIA. 1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALY FROM EXISTING OR
ENGINEERING, INC., UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 13. THE NEUSE RIVER BUFFER SHOWN ON PLANS IS 50' OFF FROM ' OFF FROM THE TOP OF THE BANK OF THE PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT
FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE ASSOCIATED DRAINAGE FEATURE AT THE TIME OF THE PROJECT HE PROJECT SURVEY. 3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFICKED HORIZONTAL SEPARATION IN WHICH CASE;
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER;
OR CONFLICTS. UTILITY NOTES: INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO oR
iST CONCRETE STRUCTURES. POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS. g, THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR 1. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE-CAST CONCRETE ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE 2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND
CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO ELECTRICAL, GAS, OR OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. UNDERGROUND UTILITIES WATER SEWER STORM MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ( ~ 4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES: ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE
BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES TO WITHIN JILDING PLANS. THE UTILITY CONTRACTOR SHALL ALSO 4" SEWER SERVICE - 2.00% SLOPE TOP TO THE SEWER. 'ICES TO WITHIN FIVE (5) FEET OF THE BUILDING 6" SEWER SERVICE - 1.00% SLOPE
SHALL IMMEDIATLEY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONNECTION POINT. " 2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER
E CONFLICTS. 8 SEWER SERVICE - 0.50% SLOPE MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN E
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AP )RS ON SITE AND UTILITY PROVIDERS DURING ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE )IPLINES. 5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH
4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR CONSTRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES. ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION 4. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTEf AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO BEGINNING WORK. 'EHICULAR INTERRUPTIONS WITH OWNER'S BETWEEN CLEANOUTS SHALL BE 75 FEET. CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
CONTRACTOR SHALL IMMEDIATLEY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES 'ORK. WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
OR CONFLICTS. 5. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC ~E THE PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND
COMPLIANCE WITH ALL APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONI 4LLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 6. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, 3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING ALL W( DURING ALL WORK INSIDE THE PUBLIC RIGHTS of WAY. DEBRIS OR OTHER CONTAMINANTS ENTERING THE NEW SYSTEM. A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER MECHANICAL PLUG SHALL BE UTILIZED BOTH IMMEDIATELY UPSTREAM OF SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO
SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE 6. PER THE CITY OF RALEIGH PUBLIC UTILITY REQUIREMENTS, THE CONTRACTOR .CONTRACTOR SHALL NOT RE-USE ANY FIRE HYDRANT THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT
OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. REMOVED AS PART OF THIS PROJECT ANYWHERE ON THE CITY OF RALEIGH S OF RALEIGH SYSTEM. ANY FIRE HYDRANT SHOWN TO THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING AND OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT
BE REMOVED OR RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRAN' N FIRE HYDRANT MEETING THE CITY OF RALEIGH APPURTENANCES SHALL BE PROTECTED FROM ANY INFLOW OF WATER OF CROSSING. r
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, REQUIREMENTS AND STANDARDS. INSPECTIONS, CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS 7, THE PROPOSED BUILDING WILL INCLUDE AN AUTOMATED SPRINKLER SYSTEM. DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING TO OR IN THE
CONTRACT. FOR DETAILED INFORMATION. KLER SYSTEM. REFER TO FIRE PROTECTION DRAWINGS VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS SEPARATION OF SEWERS SANITARY AND STORM AND WATER MAINS
AND PLUG PRIOR TO OCCUPANCY. SEPARATION OF SANITARY SEWERS AND STORM SEWERS
7. THE CONTRACTOR SHALL MAINTAIN "AS-BUILT" DRAWINGS TO RECORD THE ACTUAL LOCATION OF 8. ALL WATERLINE IMPROVEMENTS SHOWN ARE PRIVATE WATERLINES. IES. 1. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE PROVIDED TO THE OWNER'S SEWER AND SANITARY SEWER LINES OR BOTH THE SANITARY AND THE
REPRESENTATIVE AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING. 9. ALL oFF-SITE EASEMENTS SHALL BE ACQUIRED BY WAKE TECHNICAL CoMMUP HNICAL COMMUNITY COLLEGE. STORM LINES SHALL BE CONSTRUCTED OF FERROUS MATERIALS.
FERROUS MATERIALS,
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY 10. SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF FERROUS MATT THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED ADDITIONAL UTILITY NOTES: LEGEND
TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT APPROXIMATE LOCATION OF
DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S 1. ALL EXISTING SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOC STRUCTION DOCUMENTS ARE SHOWN IN THEIR EXISTING 12" WATERLINE ,yY PROPOSED FIRE HYDRANT
REPRESENTATIVE. APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FI HERED FROM FIELD INSPECTION AND/OR ANY OTHER (REFER TO NOTE #4)
APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXIST :PTHS OF EXISTING UTILITIES SHOWN IN PROFILE VIEWS PROPOSED WATER VALVE
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VEf 'HALL FIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE EFERENCED IN THESE PLANS PRIOR TO ANY EXCAVATION - k . EXISTING SEWER MANHOLE
INFRASTRUCTURE REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACT OR AND MATERIAL OF ANY AND ALL SUB-SURFACE CONDITIONS REFERENCED IN tTELY NO11FY THE OWNER'S REPRESENTATIVE OF ANY
SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK. OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL IMMEDIATELY NO11FY TI DISCREPANCIES OR CONFLICTS. PROPOSED SEWER MANHOLE S
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM . ~ ~ s
ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS W EXISTING WATER LINE
SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. - D j W PROPOSED WATER LINE D
F ~
_ - - ss EXISTING SANITARY SEWER LINE
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~s~o SS PROPOSED SEWER LINE
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8 GG~- R Private m ~ 5~ pF. 0 l
d..:" ° PROPOSED FIRE HYDRANT CANT e > ~ , 4 0~ Sewer Collection /Extension System The City of Raleigh eonaente to the connection to its public aewer system and aeteneion of
REFER TO NOTE 18 r ; ~ # ) 6 WET TAPP 3) the private aewer eollectbn eyetem ae ehown on ihte plan. The material and coneiroeUon methods used for this project shall conform to the etandarde and epeciFlcatbns of the CR~e
SLEEVE AND V " Public UtiWea Handbook • ` 6 VALVE
City of Raleigh -E -H'FD1~A~T-~ PQST INDICATQR VALVE rr Public Utiitlee Department PermR ~
- - _ I 4 DIP WATER LINE .
8" X 4" TEE ) nathorimtton to Corotn,et - 3 EXISTING' FILE `.e Date
W ` ' 1 f f HYDRANT`'
PROPOSED e. ~ s
FIRE HYDRANT a . A a... w > r'4 w Public
a® De '.,4 'pa - t .r ° 8 QIP FIRE LINE ,WATER METER SEE. DETAIL° Sewer Collection /Extension System
e ~ ~ n ~ The Cd of Ralei h coneente to the connechon and extension of the Ci a ublm aewer l 4 QIP FDC LINE ~ ! ~ 'W-34 0~'t:C903 system ce ehown on thb plan. The matadal and conatructlon methods used forpthie project ~s'-' r
a -V ~ a0. e shall conform to the atandarde and apeeifieationa of tha City's Public Utilities Handbook. FREE STANDIN FIRE -
EXISTING FILE ° - ~r ~ - HYDRANT . City of Raleigh Public UtiWee Deparment PermR j J, DEPARTMENT C NECTION
. 4 DIP FIRE LINE - W BOLLARDS, ' EFER T~; Autharlxattan to carotn,et
TO SERVE FREE e ' ( a. STANDING FIRE DETAIL B3-FX~
M 3 ® . R ~ . A... '~~:;~j.n < - > DEPARTMENT _ _
~ ,8 B~ CONNECTION
» ATTENTION CONTRACTORS 8 DIP WATERLINE
a ~ FIRE
PROPOSED BUILDING \ ) The Construction Contractor responsible for the extension of water, ED BUILDING E » ~ sewer, and/or reuse, as approved in these plans, is responsible for
a " a - 4 DIP WATERLINE ! contacting the Public Works Department at [phone], and the
_ e ~i " a. DOMESTIC Public Utilities Department at [phone] at least twenty ( ) four hours prior to beginning any of their construction.
sr I 1~ b ' ' MH 18
111 jT ~ r l 1 ~ Failure to notify both City Departmets in advance of beginning i f S$ SS construction, will result in the issuance of monetary fines, and require z =
PROPOSED ~r ' II - J S ,r 1 r- ~ MH#1'g ~ reinstallation of any water or sewer facilities not inspected as a result ' m ' a ' -r SS of this notification failure.
RETAINING " ~ ~ WALL m,. I'~ ~ e e
f 3 ~ - Failure to call for Inspection, Install a Downstream Plug, have 4: _ - - - - Permitted Plans on the Jobsite, or any other Volution of City of y _ ..s ~ -
~ d u _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ~ p I - 1~ I TI l'am' a a. ° ~ ~ I - "°y, - ~ - _ ~ --.n Raleigh Standards will result in a Fine and Possible Exclusion from s
i ~nf a. PROPOS ~ ~Mt 14 z _ a ,e ° _ - future work in the City of Raleigh. f . dux -
v 'd. ~ .B _ J e _ -
WALL o -
i b r - -r~~
~ _ _ e a ~ ~ , - -
tSeA r~ 1 - ~ a' , Al C I~I1l RI LCCCI~• ~ a . ~ e ,R _ , EXISTING CRY ~FTFNTI~N
~ p _ ~ ~7L ~lL I\l:Y Ll1' UVI I LI\ ,6~ _ / ~ - _ _ ~ r _ ~ ~ ~ STORMWATER POND
ZONE _ _ - - e - - _ PRBPO~D HILLED WATER' LINE, FOR DE Imo. SEE MS101. `
EXISTING _ - 1,45 ~gft IMPACT'T6- NE 2-eOF - _
EXISTlNf~ 50' RETAINING ;d' - - NEUSE BUFFER 'NON EL1=C . REFER TO SHEET CU600 FOR - _ - - _ _ ,a-.
- NEUSE RIVER ,B:UFFER WALL _ - ~ o BOTHER,,, THAN PERPENDICULAR°U. _ _ • - _ . _ _ , a _
v: PR PO~EB-R€R~AN~NT°~ ASS-. ~ - RY ~ ~ - - _ _ WITH EXTENSION OF SANITA - m s_
_MAINTENANCE PAIR ~ - .s _ ~ - _ _ - - _ _ 4 _ _ SEWER OUTFACE ° _ ~ . - - a.: ~ - \ _ a.
~ ~ . / ZONE 1..v. • - v. _ _ _
- ~ - g _ _ _ _ - v s ~ _v _ _ Yt.- ~ ~ _ . _ _ _ - - _ _ _
- - - - _ a _ - - _ _ _ ~ ~ e.: - _ - - - v. _ _ _
i ~ _ v WATER NOTES _ _ ~ _ _ _ _ _ ~ - - -
a _ a ; m - - a. - _ s . - _ - _ ~ - - ~ - - - _ v- e,- ~ _ _ _ _ , a., v.
_ ~ . 1. AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON _ _ - _ . ~ . )UCTILE IRON PIPE MEETING THE _ _ - - _ - . - ~ _
- 0 ° REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS . URE CLASS 350 OR SOFT COPPER ~ v / _ _ ~ . - _ _ - - _ v v -
I TYPE K PIPE PER ASTM 688. _e e _ ~ r
ti, .B a~. ~ ~'~1 1 ,
_ - 2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3 FEET OF ~F 3 FEET OF COVER. _ - p _ ~ - - - ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ - . - ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP - -
- - ; , r ~ ~ 3. TESTING NOTES: ' - ~ - - RAMPS ARE TO BE CONSTRUCTED ON ALL
U _ ~ f a b PRESSURE: - _ STREETS AS SPECIFIED BY CITY CODE. THESE - u FACILITIES HAVE BEEN APPROVED BY THE CITY OF
{ } ` - ~ LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWAB UM ALLOWABLE LEAKAGE SPECIFIED - RALEIGH AND SHALL BE SO INSTALLED UNLESS A
p ~ IN AWWA C 600. ~ MINIMUM TEST PRESSURE SHALL Bf _ CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. RE SHALL BE 150 PSL PUBLIC SANITARY SEWER EASEMENTS ARE TO BE
N ~ _ : BACTERIOLOGICAL: RECORDED PRIOR TO FINAL ACCEPTANCE.
- TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALT uIPLING SHALL BE COLLECTED AT
~ _ " ~ LEAST 24 HOURS APART. IF CONTAMINATION IS INDI( o ~ / o DISINFECTION PROCEDURE AND TESTING SHALL BE RI ~TION IS INDICATED, THEN THE SHALL BE REPEATED UNTIL
N ~ SATISFACTORY RESULTS ARE OBTAINED. SIGNATURES:
f TRANSPORTATION SERVICES
a ~ 4. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHE N ~ ~ TER FLUSHED FROM MAINS NEEDS
- - TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTOR: r''€: CONTRACTORS SHALL NEUTRALIZE PROPOSED BUFFER PUBLIC UTILITIES
HEAVILY CHLORINATED WATER FLUSHED FROM MAINS PRI 3 1M MAINS PRIOR TO DISCHARGE OR IMPACT CONSERVATION ENGINEER
- TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE v fER OFFSITE FOR PROPER DISPOSAL. PROPOSED BUFFER PLANNING
3 _ ° - _ - 5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATT OTHER WATER APPARATUS TO IMAINT. PATH
o - ° MATCH EXISTING COLORS ON THE CAMPUS.
~ ~
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( IN FEET )
O U 1 inch = 30 ft.
O O N
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CN N0: NC530.4
~ DATE: 04/19/10 UTILITY PLAN
~N' \gyr~xpt6B~lidsrs ~ a® ~q j~~9ddgg 421 FAYETTEVILLE STREET DESIGN; WP
REC "1' / ! ~ 51 ' ~ SUITE 400 °o HN RALEIGH, NC 27601 ~ DRAWN.
Architecture & En QineerznQ T 919,380,8750 ~ O O
~ ~ ~ ~ SAL, F 919.380.8752 ~ REVIEW; SAD www.stewart-eng.com z
Y a CERT NO. ~ ~r $E 50680 ~ . o,~," ' X339 FIRM LICENSE NO.. C-1051 ~ REVISIONS v
~d 0 a No Date Descri tion
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CLARK NEXSEN LICENSE NUMBER: C-1028 SHEET 22 OF 257

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EFFECTIVE DATE MAP NUMBER
ZONE X MAY 2, 2006 3120113100!

CITY OF RALEIGH
WAKE COUNTY ( II III State North Carolina
Federal Emergency Management Agency

000 M
722
JOINS PANEL 1736 7$° 321 30 This is an official copy of a portion ofthe above referenced flood map. It
was extracted using F-MIT On-Line. This map does not reflect changes
or amendments which may have been made subsequent to the date on the
title block. For the latest product information about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at www.nnsc.fcma.gov
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421 FAYETTEVILLE STREET
SUITE 400 Ln
RALEIGH, NC 27601 0
T 919.380.8750 g
F 919.380.8752 6
www.stewart-eng.com z
FIRM LICENSE NO.: C-1051 v
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