20030669 Ver 2_Site Plan_20110815

?ncaster
ssociates, inc.
TRANSMITTAL
DATE: August 11, 2011
275 VILLAGE PARKWAY
TO: Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650
Raleigh, NC 27699-1650
MARIETTA, GEORGIA 30067
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PROJECT: DWQ 03-0669 Ver 2 - Waterstone
JOB NUMBER: 10-032
SENT VIA: fedexp ENCLOSED
UNDER SEPARATE COVER
COPIES DATED I DESCRIPTION
1 8/11/2001 CD with Ddfs of civil plans I
FOR YOUR USE FOR YOUR REVIEW AND COMMENT
X AS YOU REQUESTED FOR YOUR INFORMATION
FOR YOUR APPROVAL
Per your request, enclosed is a CD with full size version of the signed plans for the project DWQ 03-0669 Ver 2 -
Waterstone. Please call/email with any questions or other needs.
Joe Lancaster
SIGNED:
COPY TO:
Joe Lancaster
William Hamrick/Davis Development
file 10-032
Planners - Engineers - Landscape Architects
770-955-2421 - (FAX) 770-955-2480 - (e-mail) [e-mail]
REw~ONS BY
gR1 CREEK a
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N/f THE JANISON @ BRIER CREEK APARTMENTS MM COORDINATE OF NW sPEgAL HIGHWAY OVERLAY DISTRICT 2 1N ,
" LOT 203 ;j ' ~ Customer service Center PROPERTY PIN: / I
lt.~', One Exchan a Plaza, Suite 400 BATHHOUSE ` f",. ~r SERVICES Raiei h, Nortfi CaroUna 27601 - - CLUB/LEA$I r,\ % it 9 ' N 85'49'14" W ` BSI <<~ ( SITE <om
\r;;; Pnone919-51x•2495 N 781640.72 888.47' MAIL KIOSK ~
FIRE • INSPECTIONS • PLANNING Fax [phone] r ~ i"--'~~•.r,., I E 2055499.42 0 ~o ~ 9a
f- PUBLIC UTILITIES • PUBLIC WORKS BEE . 1 rta43o. ' CH•t .it
. ~ V~LEY Sine and Commercial Butidm Data Sheet z N COt1RT L=»5.4ti~ S 2 46" E ~.w PUBLIC RALEIGH-
~ o al . ~ , STREET AND DURHAM
w ~ ~I ~ t ~ ~ CUL~DE~SAC AIRPORT
~ ~ ~ Development Name WATERSTONE ®BRIER CREEK Proposed Use APARTMENTS f ~ VAI~ COU 26 .e4
N 6EECH L= ' S 52 39" E LOCATION MAP N/f SCALE: 1 ° = 2000'
Property Address(es) LOTS 202 & 204 BRIER CREEK, SELLONA STREET ~ ADDRESS WILL BE DESIGNATED WHEN RECOMBINATION PLAT IS APPROVED N o L ~ ~ ~ LLB Mls ~awNC Is TIC PROPERTY
Wake County Property Identification Numbers}for each parcel to which these guidelines wilt apply / 0758-61-8893 OF THE ENGINEER APID NAY
\ ~ ~ A\R 12.83 ACRES NOT BE USED~OR f~PR(IriJCED
Pa.N. 0758-51-8484 P.LN. 0758-61-2090 P.LK. P.LN. ti t / \?s e ~ ~ ~ WINOUT NIS WRCi1EN PER~NSSKMI
What is your project type. ~ ~~i. @ \t ~ ~
X Apanrnent Bank Elderty Fadlity Hospital HoteUMotel Industrial Building ~y
Mixed Non-residential Office Religious institution Residential Retail ~ ~p ~ = Residential Condc Condo 20~ ~-•1- COMPACTOR o. • p~e~~ ~ SEE H.C. ACCESSIBLE ROUTE PLAN IC-91
5chod Shoppng Single Famay Telecommunication Townhouse Other ~ S$~ / • ~ ~ FOR HANDICAP ACCESSIBLE ROUTES ;,,,~~~~``'N ~AROC'
Center Tower / DETEN . _ ~ .
. ' ' f scope of work CONSTRUCTION OF A 232 UNIT APARTMENT COMMUNITY ON A 20.723 ACRE TRACT ~ • ' ~ •
N 14"5802 W RIP ~ ~ _ ~ ~ TOTAL DISTURBED AREA• *
n ,~t~~- ~~R Z ~ / ~ ~ 66.14'
• • ~ ~ O GRAPHIC SCALE r v ~ ~ x'.20=:5. 13.02? ACRES
1. Total # Of Townhouse Lots N A Detached Attached a, Over211 Total # Of Dweifin Units 1-3 Above 232 9 ( ) o`
120 0 d0 1~ 240 480 N.1 2. Total # Of Apartment Or Condominium Units 232 5. Bedr~m Units tb 74 2br 26 b 32 4br or more. `LA y ~ I '~~~,y L. LP 7~ ~~~~q~gimiUW~~~",1
4 N A ~
3, Total # Of Congregate Care Or Lite Care Dwelling Units 6.Overall Unit{syAcre Densities Per Zoning District(s) 11.2 ~ ~ ~ CASE NUMBER( GH-7-10
r r r, ~ IK ~i ~ m } _ NOTE; CITY OF RALEIGH PRELIMINARY SITE PLAN APPROVAL WAS GRANTED ON DETENTION JUN 17, 2011: AA #3088 ~ ~ "W
~ . ° i iach a 120 fE. ~ ICKORY MI ~ ' Zoninglnformatlon Buildinglnfonnetfon \ H Q Z ti $~NG
Zoning District(s) SQEGAL HWY OVERLAY DISTRICT 2 (SHOD-2) Proposed binding use(s) APARTMENTS "i ~ Oy, ~0 AREA ~ ~ j ~ y, ,~.'i w N~ O ~ ~ o ~ ~
If more than one district, provide the acreage of each Existing Building(s) sq. fi. gross v \ Y MI N A ,v~ HICKOR LL ~R
/ ~ 0 LNG J ~ N NARSIUDEVELaPMEN~T II, TRANSA TI N NUMBER: 289773 ~ ~ ~ ~ WW m ARCEL H -WEST LOT 305 ~ O ~ o iE in O
Oveda District s - Pro osed Buildin s s . K. rocs J y ()SHOD 2 -p _ g() q s 225,725 ~ ?s ~ s ~ ~
Total Site Acres 20.723 Inside City Limits X Yes No Total sq. tt. gross (existing 8 proposed) 225,725 SOLID WASTE INSPEC110NS STATEMENT ~ 2
R 491 499 ~ Off street parking egmred ~ Prcwded Proposed height at buiiding(s} NOT TO EXCEED 75 FT. A I THE DEVELOPER ACKNOWLEDGES THAT HE HAS REVIEWED ND S MAINTENANCE / ~ '°RO\ m PROPERTY ADDRESS( ~ ~ o ~
COA Cenificale of A o riateness case # FAR floor area ratio ercenta a IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE CITY tai ( pw p } _ N/A ( p g } 25.0 CARWASH #q ~j SOLID WASTE COLLECTION DESIGN MANUAL. a ~ ~ N ASSIGNED AT THIS TIME. THE RECOMBINATION PLAT IS ~ a~> ~ NO ADDRESS HAS BEE m ~ ~ ~ W Y
BOA Board of Ad~ustmant} case # A- Buildin lot Covera a ercenta e \ ( t N A g 9 p g 11.938% Se78,\ F \Y,~ CURRENTLY UNDER THE CITY OF RALEIGH REVIEW/APPROVAL PROCESS. AN
- SOLID WASTE SERVICES ~ . ° CUD (Conddwnal Use Disinct) case # Z 65-1996 3 ~ 1 ADDRESS WILL BE ASSIGNED WHEN THE RECOMBINATION PLAT IS APPROVED. O . aN ~ N
starrnwat•rlnformation SOLID WASTE SERVICES ARE TO BE PROVIDED BY A PRIVATE ?e~ ~ ~ ~
Existing Impervious Surface 0.363 15,792acressquarefeel Flood Hazard Area . Yes No HAULER. SEE SHEETS PS-3 AND PS-6 FOR LOCATION OF ` ~
it Yes, Alluvial Soils Flood Stud X FEMA M Panel # COMPACTOR AND RECYCLING CENTER. ~ ~ Proposedlmpervious5ur(ace 7.689 acreslsquarefeet y- ~ N V 0 ~ ~ ...2 ~ Y~ ~ 1 _ - PROPERTY IDEHTIFICATION~ W s N°
334 932 - q Rr ~ ae E S784 ~ ~ wAS~ BRIER CREEK LOTS 20~ 8c 204
L R 9 ~ N w Neuse River Bufler Yes No Wetlands Yes No Total Disturbed Area 13.027 acresl uare feet ~ ?83 ~ X ~ NI 4 ~a a ,,.,..-,~.,a~ PINS O7S8•g1.8484, 0758.61.2090/Z•68.1996
T k N . N p !gyp sr w
ve R tr. ~ . Nom`` ~-w 57 ~s S 79~a'za w ~ ° o ~ z
a ~ 4 Rt Mir ~1 Q A HT~ 1 v;~M~ ~ ~ NTH A Y NO ENCROACHMENT ALLOWED IN NEUSE RIVER
OF.,
M~ RIPARIAN BUFFER OR SHOD-2 PROTECTIVE YARD ~ ~ ~ Q ~Y oa oo Z U n
a c~~ ~
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ALL CONSTRUCTION SHALL BE o~~ ~ ~
IN ACCORDANCE WITH ALL N ~o ~ _
Has your project previously been through the pre-submittal process? If yes, provide the transaction # ,
C-1 KEY SHEET U-1 UTILITY KEY PLAN AND NOTES TP- zonjng Information 9uilding Information - XI IN RV Y U-2 UTILITY PLAN TP- TP-1 TREE CONSERVATION KEY PLAN CITY OF RALEIGH STANDARDS W ~ J
C 2 E ST G CONDITIONS SU E TP-2 TREE CONSERVATION PLAN & DETS. AND SPECIFICATIONS. 0 0. ~
- , , ric s _ Proposedbiildingise(s) C-3 RECOMBINATION PLAT PLANS U-3 UTILITY PLAN TP- 10 tg Drst tO SPECIAL HWY OVERLAY DISTRICT 2 (SHOD 2) APARTMENTS TP-3 TREE CONSERVATION PLAN 14
C-4 STAKING KEY SHEET U-4 SANITARY SEWER PROFILES TP- Ifmore than one district, provide the acreage of each Existing Building(s) sq: K. gross N/A C-5 STAKING PLAN U-5 WATER MODEL RESULTS TP-4 TREE CONSERVATION PLAN o
i~_ _ THE PROJECT WILL BE ~
Overlay District SPECIAL HWY OVERLAY_DISTRICT 2 SHOD-2 Proposed Binding(s) sq, ft. gross C-6 STAKING PLAN U-6 UTILITY DETAILS _ _ _ ( ) 225,725
~ ~ ~ Totals ft. ro5s existii, a r ed C-7 STAKING PLAN U-7 UTILITY DETAILS Al Total St,e Aeres20.723tnside Cny Limits ~ Yes ? tlo q• 9 ( g p epos 225,725 I _ _ C-8 STAKING PLAN U-8 UTILITY DETAILS AM Al BUILDING ELEVATION KEY CONSTRUCTED IN ONE PHASE W ~ AM-1 MAINTENANCE BUILDING ELEVATIONS V"I ~
~r et arkitt Re aired Provided _ Pro osedhei mofbuiltlin s) C-9 H.C. ACCESSIBLE ROUTE PLAN U-9 UTILITY DETAILS Off st e p 9 q 491 499 P 9 g{ NOT TO EXCEED 75 FT. AM AM-3 MAIL KIOSK ELEVATIONS ~ z
- ~ ~ - G-10 MEADOW CHASE RD. STAKING PLAN U-10 UTILITY DETAILS A4~ A4-1A BUILDING TYPE I ELEVATIONS V o
COA (CerCiDcale of Appropriateness) case # N/A FAR (hoar area ratio percentage) 25,0% C-11 MEADOW CHASE RD. PLAN & PROFILE U-11 UTILITY DETAILS A4~ A4-1B BUILDING TYPE i ELEVATIONS SURVEY REFERENCE DATUM
$OA (Board i)(AdjustnrenO t:ase # A- N/A 8uiid(ng Lol Coverage percentage {site plans only) 11.94% . C-12 MEADOW CHASE RD. UTILITY PLAN A4 A4-1C BUILDING TYPE I ELEVATIONS HORIZONTAL DATUM: NAD 83 ~ Q
CtJD CanditianalUseOistrict case#Z•65-1996 C-13 GRADING & DRAINAGE KEY SHEET L-1 LIGHTING PLAN 7 A4 A4-2A BUILDING TYPE II ELEVATIONS ~ 3
C-14 GRADING & DRAINAGE PLAN Stornlwaterjniormattan ; , A4 A4-2B BUILDING TYPE II ELEVATIONS VERTICAL DATUM: NAVD 88 ~
F-1 FIRE ACCESS PLAN " ' C-15 GRADING & DRAINAGE PLAN A4-3A BUILDING TYPE III ELEVATIONS COORDINATE OF NORTHWEST PROPERTY CORNER:
Existin tin rviotis Surface acreslsquare feet ? A4' 9 Pe Flocd Hazard Area ~ Yes No - GRADING & DRAINAGE PLAN C 16 A4 A4-36 BUILDING TYPE III ELEVATIONS N 781640.72' E 2055499.42' m czn
Pro asedim ervous5tsrface 7 acresis iarefeet 3 463 if Yes lease rovld® - 7 GRADING & DRAINAGE PLAN ERO-1 EROSION CONTROL KEY SHEET p p 7. 93 a 3 9, , P P C 1 A4 A4-4A BUILDING TYPE IV ELEVATIONS ~
Alluvial soils FtoodStud FEMAMa Panel# - STORM SEWER PROFILES ERO-2 EROSION CONTROL NOTES ~ ? ~Y ? ~ C 18 NeiseRiverBiffer Yes No Wetlands es No ERO-3 EROSION CONTROL PLAN - PHASE I A4 I A4-46 BUILDING TYPE IV ELEVATIONS ~
C-19 STORM SEWER PROFILES I A4-5A BUILDING TYPE V ELEVATIONS SITE DATA Q Y
+ R - + • ~ ~ ~ ~ ~ ~ • ~ ~ ~ . ~ - • _ ~ • _ ERO-4 EROSION CONTROL PLAN - PHASE I A4 C 20 STORM SEWER PROFILES II A4-56 BUILDING TYPE V ELEVATIONS ~
ERO-5 EROSION CONTROL PLAN -PHASE II A4 Provide a description of haw your plan conforms to the guidelines of the Comprehensive Pian 2D3Q C-21 STORM SEWER PROFILES ERO-6 EROSION CONTROL PLAN -PHASE II A4 II A4-6A BUILDING TYPE VI ELEVATIONS TOTAI. UNITS 252. D.U. W ~
THE COMPREHENSIVE PLAN 2030 DESIGNATES THE SUBJECT TRACT AS OFFCE/RESEARCH AND C-22 PRE-DEVELOPED DRAINAGE PLAN III A4-6B BUILDING TYPE VI ELEVATIONS TOTAL ACREAt~E 20.723 ACRES Z Q
DEVELOPMENT. THE PROPERTY ACROSS SELLONA STREET IS DESIGNATED AS MEDIUM DENSITY ERO-7 EROSION CONTROL PLAN -PHASE .III A4 C-23 POST DEVELOPED DRAINAGE PLAN RESIDENTIAL AND IS CURRENTLY DEVELOPED AS APARTMENTS. THE ADJOINING TRACTS ARE _ ERO-8 EROSION CONTROL PLAN -PHASE 'III III ~ Q o
C-24 DETENTION POND DETAILS POND 1 UNDEVELOPED AND DESIGNATED OFFICE/RESEARCH AND DEVELOPMENT. THE PROPERTY TO THE NORTH ERO-9 EROSION CONTROL PLAN -PHASE IV Iv DENSITY 11.20 D.U. / AC. H ~
IS CURRENTLY BEING PERMITTED FOR A NEW MULTI-FAMILY APARTMENT COMMUNITY. GIVEN THE C-Z5 DETENTION POND DETAILS -POND 2 _ ERO-10 EROSION CONTROL PLAN PHASE IV Iv
ABOVE, THE USE OF THE SUBJECT TRACT FOR MULTI-FAMILY 15 APPROPRIATE GIVEN THE PRESENT C-26 DETENTION POND DETAILS -POND 3 W to TOTAL PARKINt~ 493 SPACES = ~ N
DAY LAND-USE AND DEVELOPMENT TRENDS. THE POTENTIAL LAND-USE OF THE VACANT-TRACT TO _ ERO-11 EROSION CONTROL DETAILS C 27 INLET DRAINAGE AREA EXHIBIT THE EAST WILL NOT BE IMPACTED AND IS SEPARATED FROM THE SUBJECT SITE BY A 140 FOOT ERO-12 EROSION CONTROL DETAILS
C-28 INLET DRAINAGE AREA EXHIBIT RIPARIAN BUFFER. ERO-13 EROSION CONTROL DETAILS PARKINt~ RATIO 2.13 SPACES / D.U. ~ W ~
C-29 FLOOD FRINGE DISTURBANCE PLAN ERO-14 NPDES PLAN -NOTES C-30 SITE DETAILS I• N O
~ • ; t ~ ~ • ~ e r • • e ~ ERO-15 NPDES PLAN -NOTES C-31 SITE DETAILS
1. Total # OiTewrtttouse Loks Retached Attached N/A g. T oral number of commercfai leis? N/A C-32 SITE DETAILS W N SETBACKS & BUFFERS ~ ~ J
_ C-33 SITE DETAILS
2. Total # Ot Apartment Ur Condominium Units 232 10. Is yoir project a clus}er unit development?'©Yes ~ No LSC-1 LANDSCAPE KEY SHEET C-34 SITE DETAILS SELLONA STREET 25 FEET
LSC-2 LANDSCAPE PLAN ~ 3. Total # Of Congregate Care Or Liie Care Dwelling Units N/A tf Yes, please answer the questions below: C-35 SITE DETAILS SIDE 0 FEET
LSC-3 LANDSCAPE PLAN C-36 SITE DETAILS REAR 50', (NOTE: SHOD-2 PROTECTIVE YARD IS MORE RESTRICTIVE) DRAWN BY
LSC-4 LANDSCAPE PLAN 4. Tatab# t~rMohne Home lots N/A a) Minimum Lot Site C-37 SITE DETAILS NEUSE RIVER RIPARIAN BUFFER AS SHOWN APR
5.OveraN Total # Of Dwelling Units (t-5 Above} 232 b} Tota{ # Of Open Space trots Chf~Cl(ED BY
w ~ ~ c) Total # Of Phases
o 6. Bedroom`Units 1_ br74 2br~ 263br32 4br or more D d) Perimeter Protective Yards Provided PARKING REQUIREMENTS R" DATF
~ 7.Overall Unil(s#Acre Densities Far Zoning District{s) 11.20 ej Must provide openspace quotient per City Code 1U-3tl71(5} s 1. REQUIRED PARKING 7-21'11
:v Ifyour pro}ect is an ihfill subdivision, provide the ininl caicuiatioos per
City Cade 1i)•3p32on the front cover otyourdrawng sets E1 Al A1G B1 61G B2 B2G C1 C1G THE CONT~tACTOR SHALL A. 74 (1) BR X 1.5 SPACES / BR 111 SPACES SCAB
i ter 3 Bedroom Uni T°~) Buikfing # D~cdptlon 1 Bedr~m Un is B d oom Units is CALL •NORTH CAROLINA ONE B. 126 (2) BR X 2.0 SPACES / BR 252 SPACES 1" = 120'
Y ~ : ' ~ ~ , . ~ • ' . , ` ~ , , 2Da 3ra s lit 18 2D a a2 p CALL• t1.800•eSZ•49491 AT C, 32 (3) BR X 2.5 SPACES / BR 80 SPACES JOB N0.
3 In filing this plan as fhe property owners}, ilwe do hereby agree and firmly bind oirse!ves, myloir heirs, exeeaRors, administrators, successors arrg 300 314 Split 2 2 22 2 28 LEAST 48 HOURS (PRIOR TO D. LEASING CENTER: 5,090 S.F. / 200 26 SPACES 10-032 MOBILIZATION TO HAVE E. POOL: 2,187 S.F. / 100 22 SPACES CAD FllE
r assigns jointly and severally to constrict all improvements and make all dedications as shown on this proposed subdivision plan as approved by the a0Q 3St0 12 12 ry city. EXISTIN© UTILITIES LOCATED 10-032-KEY.dw
Y ROBER L. HARVILLE 500 31a S lit 14 2 12 28 I heretry designate to serve as my agent regarding th'ss appticatian, to p F. TOTAL REQUIRED PARKING 491 SPACES PLOT DATE
receive wind respond to admi ' rat' a comments, to resubmit plans on my behal(antl to represent me irr any publicmeeiing regarding this app{ication. 600 314 Split 14 $ 2 a 2$ 2. PARKING PROVIDED 499 SPACES (INCLUDING 11 H.C.) 7-21-11
17we have read, acknawl ~e and ifirm that this project is conforminglo all appticatian requirements applicable wiihlire proposed develr4imentus~;. 700 31a split 2 2 22 2 28 h~,ni~ine-e ~e~ e+Tn roinr~nr rn?e~ec un cn~nr~ gun n~ n~e~nr cn~nrcl
signed Oele ~ 1, 2010 800 213 Split 2 8 10 `IIYVLVUW 'FAY JIV. allnr MVG JPMVW, 11 fl.V. ~)I-MbW, MI`IU Lt VMIRMVG Jr MVCJ` 1 JIIEU
Signed It7e., mmiager 4 T 900 314 Split 14 8 2 28
1000 3/4 Split 2 2 22 2 28
0 66 8 110 10 0 32 0 24 HOUR CONTACT cmi
Totat$ 6 74 126 32 332 WILLIAM HAMRICK
31.90% 54.30% 13.80% 770-474-4345
i LOF ors
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REIASIONS BY
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~ ' ~ PIN # 0758-61-8893 ~ OF THE ENGINEER AND ~IAY
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\ ~ v PARCEL H LOT 202 ~ 1 \ v v 1 w \ \ 1. ~ 1 ~ ~ \ ~ i ~ ~ ~ X45 6 ~ N Q z ~ ~W
BOM 2003 PG 2006 \ \ I I 1 1 1 \ ~ WE RN ~ 0 BOUN RYIFOR \ ~ \ 1 ~ ~ ' i \ ~~s o90 ~ ~ Q
"--P~4Pd- -E}~5$'='ST`='cQ 0 I I I E ~'L ~ STUD 1\ 1 \ ~ ~ # ~ \ 1 ~ / wo... pi's \ 1 \ ~ ~ I I I BOUN(A~RY 1 I \ I / Aid EV15,E0 1 w ~ 13.76 ACRES 1 TUALV~tEL Ru 1 I I ~ 1 ' ~ ~ ~ \ CROSS rL,,EV`33 U ~ ~ 3 ~ 1 1 ~ \1 'p \ EASTERN FLOOD BOUNDARY FOR ~ W ~
(WOODED & VACANT) ~ t ~ 1 I 1 1 1 \ RALEIGH FL000 STUDY ~61fi O Y
w \ ~ \ \ t < \ TOPQG PHA( , t I I \ \ - ~ A V I ~ l/ \ A 1 1 ~ t~, (5MAPE Of LiNEWORK BASED ON I ' ' 1{j\ I ~ SCALED LINES) t ~ ~ Nay ~ ~
\ \ \ \ \ I t \ I~/~\ / \ \ \ ~ i I \ " \ \ ~ 1 ~ \ \ 1
\ \ \ \ 1 1 i t l \ \ \ \ \ ~ 0
NS \ 1 \ \ \ 1 I L ~ I s• \ ~ \ 1 \ 1 ?s. w ~ \ \ \CROSS 5E6110NAL LIDS FOR t I 1 1 t \ 1 I
13, \ \ \ \ ~AIEIGH FL~9 D STUDY 16 I I t I 1 \v, ~ I i1 1 ss seen z > Y d5 ~ W ~
GENERAL MOTES w w \ ~ \ \ (SHRpE OF LIN K BA ON I I L 1 ?s~ \ \ \ ~ 1 SCALED, CROSS S TION LIN , FS ~ ~ ~ ~ \ I \ eleVh33p8fi(FS 6t6) p ~ W 0
\ ~ ~ 616 MPLETED Y ADVAN D r / ~ t 1. THIS MAP REFLECTS REVISED FLOODPLAIN AND FLOODWAY ~ \ \ \ 1 \ \CIViI DESI ) rr , ~ \ I I i
~ \ `z t 1 " 3 \ \ ~ ~ ~ ) t BOUNDARIES FOR CITY OF RALEIGH STUDY /540 ~ I 1 ) 1 1 ` \ 1 \ \ EXI TING 0' CI I / / t 1 ~ , 1~ } i ~ \~y, `~i ~ o W 0 0
y \ 50' UNDISTURBED ~ \ \ I RALE H SA (TARY S R~ \ \
2. FS 533 INFORMA110N IS UNCHANGED FROM THE APPROVED STUDY. THOROUGHFARE YARD \ \ ~ AND ATERLl~JE EA \ J w ~ BON 2003 PG 2006 \ ~ \ \ B M 200b PG 4 3 / / ~ ~ 1 ~ INFORMATION FOR THE FS 533 IS NOT SHONM FOR THE AREAS - \ \ I 1 / ~ / , /
UPSTREAM SELLONA STREET. 1 \ \ \ 1 I I I ( I 1 ~ I ~ 1 ~ ~ ~ _ W ~ N Q d.
3. PRIVATE DRIVE CROSSING OF FS 54o IS INCOMPLETE AS-BUILT ~'•.\w \ \ 1 t 1 \<<,'~ ~ 1 /
AND STREET IoW POINT INFORMATION ARE ENTERED AS PER ~ \ \ 1 ~ I 1 1 W ~
AS-BUILT INFORMATION. ~ \ \ 1 1 1 i f I ~ ~ f .G- THE AREA TO THE SOUTH OF THE EXISTING ~ \ 1 1 t ~ I 1 I 1 --w m W H
TERMINUS IS ASSUMED TO BE BUILT ABOVE THE F1000 ELEVATION Sys' . " ~ ~ 1 I .1- I ~ ~ AS PER THE APPROVED ROADWAY PLANS. 299, - w \ -l. ~ 1--i- I I I
~ ~-~._.5. I w-1---I'
4. FLOOD AND Fl.040WAY BOUNDARIES AS THE DOWNSTREAM ` 1''`w---~" I I 1 1 ~ I w 1 t"'~ ~ i ~ I TERMINUS OF FS 540 TIE TO EXISTING BWNDARIES OF FS 533 8C FS VA 1 I I I w I t Lw l / CROSS sECnoN ,~4 (FS st j >r "0' DDV-1.0000 ~ DOV-IOW-EX1 -j Y/ ~ J ` ( ~ ELEV=330.87
R~ o --~~-w w i 818. ag I `""}'-w.'I"`~ I I I l CE I~l 1 I ~j ~1 DAC
yV~~ N I I I I I I W 340.7 TN 8109'53" i ~ 28 I ! 79'58 CROSS seen
5. THE WESTERN BOUNDARY OF FS 818 IS REVISED YM1H THIS MAP Ug w 157.os' s tD sHDw THE COMPUTED loo-YEAR w5a. oN aERIAI FlELD TOPO. RBI; aracs. 1~'~~ ~tAWN BY
THE REMAINING INFO FOR FS 818 IS PER THE ORIGINAL STU Y H T_ D r,e~~ 6161 ~`TM 10-11-2010 APR
DATED FEBRUARY 9, 2009. w~ "0' CHECK® BY
8. TOPOGRAPHY IS FROM FlELD SURVEY CONDUCTED BY 1HE JOHN R, RH
MCADAMS COMPANY AND DATED AUGUST 2, 2010.
®McADAMS DAIS PRELIMINARY DRAIRNG -NOT RELEASED FOR CONSTRUCTION 7-21-11
SCALE`
1"=60'
JOB NO.
10-032
CAD FEE
10-032-SURVEY.dw
PLOT DAZE
7-21-11
GRAPHIC SCALE ALL CONSTRUCTION SHALL BE 24 HOUR CONTACT
eo 0 30 w 120 240 IN ACCORDANCE WITH ALL WILLIAM HAMRICK
CITY OF RALEIGH STANDARDS 770.474-4346 C=2
AND SPECIFICATIONS.
IN S')
1 inch = 60 ft EErs

iiiiniiiiiiuiiiiiiuiiiniin~i
RE14~ONS BY
GENERAL NOTES ~ r BR~R tic wxueY 1
u 2: fca+ma -----r'-~~~ ~ 1. IBIS IS A SUR4tY t~' AN E)OS1Rl6 PARCfl.(S) ~ LMb. THIS I; S ~ ~i, I, JCHN R. PICKENS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY A REC(.M~INATIgI SURVEY. fFF~-iil EIS APANnA:NTS LTO p q oe 14354 Pc zzzT \ ' ' ~ gg
'0• ~ SUPERHSION FROM AN ACTUAL SURVEY MADE UNDER MY ~IPERYISION fRWI 2. BENBNGS fDR THIS 5URVEY f~ BASED ON NC G~0 NAD 83. z I \ PEED OE5CRIPDON RECIXtDEO IN BOOK ANO PAGE !AS 1, THAT 3. ALl OISTANgS ARE HOfBZONTAI GROIMD DISTANgS. w pAF•cfl. N LOT 203 Ei BOM T011 PG 111 ~ ~ PIN: D756529155 ~ 1 A ~
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AND DRAWN U \ Q \ 4. ZONNQ TD (THOROUtR1FARE WSIRICT) 1%iHgllt)rIN, USE, r~. \ \ \ ~ FROM INFORMAROFI FIX/ND IN BOq( AND PAGE AS SHOWNT • 1HAT THE POR1Kk15 14 SPEgAL HIGHWAY OVERLAY DISTRICT 2 AND ~,~I ~ Z \ \ \ I 50' UNOIST11R~0 ~J 0! N 83'49'14' W 868.47' , U~~ w a
RA1T0 DF PREGSION AS CALCULATED IS 7:1p,,QQQk; ANO THAT THIS PLAT ANFPORi QYERUY DISIRK:T ~4 H ~ $ \ \ THOROUGHFARE VAt87 WAS PREPARED IN ACCORDANCE WITH C.S. 47-30 AS AMENDED. WITNESS 5. AREA 8Y COONOMATE I~OME111Y. ~w'L {YT \ \ ~ BOM 2003 PG 2008 MY ORIGB4AL SIGNATURE, REGSTRATION NUMBER, ANO SEAL THIS 8. FLOOD NOTE: 11RS PROPERTY IS LOCATED 9(A SPEgAL FLODD w e ~ ~ \ ~
~ ~ t- HAZldiD ZONE 1715 LOCATED IN ZONE "AE" AS DEFINED BY ~j ,~y t/~ ~ ~ \1 \ OAY OF A0. 20-. qTY ~ RAU•7f1i t 8000 5fi?3Y 533. w V • \ \ \ PRMARY 1REE CONTROL ~ N ~ z ~ CORNER F~ Q •
• Z O ' \ I \ \ CONSERVATION AREA 25 7. REFERENCES: BiWI 2D07, PG 22971; 80M 2003, PG 2005; ~~yy Sd ~ \ \ MADE SHI>D 2 YARD JOHN R. DICKENS PLS L-3297 DB 8770, P6 2414; BOM 2010, P6 111 OF 1NE WAKE COIR'1TY W ~ \ \ 0.13 ACRES
REg51RY. PIN: D758-81-2090; 0758-51-8184 ~ ~ \ IL Z a a ~ \ TRF3: CONSERVA11C41 DATA AREA , I II ~ ~ W ~
U OI1Fd1 URUIES SHOYM HAVE BEEN LOCATED ~ ~ ~ \ \ \ FROM PELD SURVEY 91FOWiA1KkJ AFA EKISIINC ORAWNCS. THE 7119 ~j Via 2 ~ ~{n \ \ \ \ I HEREBY CERTIFY THAT iNIS PLAT IS OF THE FOLLOWING TYPE SURVEYOR MANS NO GUARANTEE THAT THE UNDERGROUND +i ¦ °i o z t2 \ V]CINITY MAP G.S. 47-3D (f)(71)(d). THIS SURVEY IS ~ ANOTHFR CATEGORY, 3I \ \ SH00 BUFFER 0.99 AplES j 9 'Q~ 9 O o
xot to scut SUCH A$ THE RECOMBINARON OF EgSRNG PARCELS, ACOURT- UTILIT~S SHOW41 COA9NMSE ALL SUgI UTIUTR:S 91 TFIE AREA, O ~ m ~.R W ~'s~, S \ \ \ d1EENWAY BUFFER 1.31 ACRES / n ~ NEUSE BUFFER 0.56 ACRES / t
ORDEf~O SURVEY, pR OTHER EXCEPt10N TO 1HE DEFINITION Oi EITHER ~ ~ ~ ~ ~ ~ U x d ~ ~ \ \ I DOES NOT WARRANT THAT THE UF~RiKtOl1N0 U1IURES SHOWN ~ Y \ \ Thle crtifba mod wwrwte Moi Ma un ed ° are Me Ada SUED NSION. ACT ~ w \ ownr {e) of ttro property show on M « sot a)rid any aacan- ARE 1N 1FIE EK LOCATION SNDICATED ALTHOUGH HE DOES WAI TOTAL AREA 2.86 ACRES I ~ l~ rte,,, ~ ~ / I I 15 Qb j,Ll p+
pwyu,y dinar euD)eat to >M exdptkw on rxaM, sodag aagdrod tERTRr'( THAT 1}~7 ARE LOCATED AS ACg1RATELY AS POSSBLE ~Y~..{4 ~ e E ~ the prWetY M tee eerole by Deed (a) recorded k Me oMce or the - FROM INfORMAlION AVA9A8LE. 11# SURVEIOR HAS NOT t•+•I G4 \ LocATEO THE ~ u n ~ w ~P \ \ ~ \s \ \ r ropbte of deee. of Wine county. NoM fadlna, « pthenelee, w JOHN R. DICKENS PLS L 3297 11U ES. E 1 ¦ ~ p \ \ \ s I F •
shown blow and w audt nw (nowt) au rkmt to cainy tha 8. NO GRp MONUMENTS FOUND WI1HtN 2000' OF SIZE. ~ w 40 \ I \ \'~j, \s ~OY• property k ice skrpe by, mod Mat the dedwla{e) wel warrwt oM 10. NO DRIVEWAY AC(E55 SHAt1 ~ PERVBTiED 1n ANA110N
defend IM tine against Me lawfid dame of m Dermas wameoewr PARKWAY GR BRA]t CREEK PARKWAY, d zy \ °j \ ~ \~~+W `\f untae acyted neeN and ttwt b mbmYdw of Me pat a map t« approwl I (w) do drkvte to dro CRy of Rdelgh to puMk uee dl 11• UNITY DEVELOPMEtdT IS REOINRED FOR All. LOTS. A COPY OF ~ wa ~ N \ ~ \ \RU\,~. \ \
aawU, ewementr, dght of roy, papa mod 9raaa•aYA (m lheee ~ 1FE UNITY OF DEtBtOPMENT PLAN IS ON FILE WiTH qtt ~ tS ~ i m§ ~ r \ m. \Ui• irtterede aro defined In Bw mode) and w Me same may be mown \ RALEIGH PLANNMG DEPARTiIENT. ro~ Z ' \ \ Myron to m lawful papowe to .hkh Me Gty may demote or allow 12. REAKIVAL OF iREES AND YLi#TAt10N WITHOUT A FEFO,IT FROM Q ~ A ic' I \
the rwte to M used mod upm «wptawr Memf k occordonce qTY OF RALEIOtI THOROUGHFARE YARDS AND IN SH002 IS A ~~~o V \'Pr. \ dM ae qty pdkW, adMmtca, regutotknt «corbKlone of Me ( CREE lU'1Q.RV NOUIKN ~ qTY CODE AND WqJ. RESULT RJ FlNANGAL W cry of Ra4lglt M the beneM of the puhlk, mW dedaaaa shin be APARTMENTS LiD P CDNSEOllIE11~S, W 9 ~ ~ ~ \ \
Mnwocable podded, wY drdcotisn of eaeenwnle fa storm ( DB 14354 PG 2227 ~ j < M11 10.78' ~ \ draMaga ae not mode to the CUy of Rdeigh but ae imnxoNp ( PARCEL. H LOT 203 13. 1FIS PROPERTY IS SUBJECT TO ZONRVG CASE Z-85-1898.(1898 0 u ~ ~ E511i Tt \ ~ \ , \ F100D S1UOY / ' i I
mode to Me subsequent owner of w {mod m praparllee shown ( BCM 2071 PO 111 ~ ~2j' hewn tar tbeF uet mod benefit aubpc to canwtlona o adtsecaws 1 W w~~~ £1'Jy ~ \ (b}, (c). (dL and (f} of Sectkn t mod smtroo 4 of ate City stain ( PPk 0788529 55 \r \\`!t, PRIMARY TREE ~ I ~i I,1. • GDNSERVA110N AREAS / ~ I aI~ p THIS DRAWNG IS THE PROPERTY
Oroinage Pdky (Reedutiw 1970-712 w Me cane may pr from ~ ET \ 1~ \ time to lime omsrded). A \ \ \ \ \ \ 20' WIDE NEUSE RIPARIAN / ~
Book Na_.._., Doge ~ I ` ~ \ \ PRIM ! I \ t \ \ \ PRIMARY 7REE \ CONSERV PRIMARY 1REE BU o~ a~Z0EhS1E 2 / ~ ~i$ ~ OF THE ENC~NEER ANryD~f~AY CONSERVATION AREAS b _ ~I ~I~ ~ ~ NOT BE IISED•tAt REPRICED tEE \ \ PRIMARY TREE
I \ ~ ~ \ \\s A A S, \ 20 WIDE b Z ; i t' i ~ \ C YV9iW 2 Y~ARD2 \ BUFFER IRE~A025' \\20'BUFFER~~ZONE 21AN CONSERVATION AREAS ~4gd' PRIMARY TREE ~ ;el I~ (n p 37 S0. F7. \ 20' MADE NEUSE RIPARIAN /~g"S`~' CONSERVAil~7 AREAS 1MTNOUT N~ WRITiEN PERINSSON BUFFER - zoNE z /~d 20 BiiF~ER~~zoNeARIAN j ~I Il W
4 i ~ t• i ~ rn a ~ OD7 ACRES \ 1tTtE: ~ I SELONA P1FGF LLC \ ~ i t W y ~S \ i \ O.Di ACRES /y I \ \ D,04 ACRE5 ' Nf$ ~ Q
d i I PARCEL. H WEST -LOT 204 \ } t, li ~ ~ ~ \ \ a 1 \ i I PR: 0758518484 \ \ t i i t \ \ \ \\~E E47 E46 _ E'S 56 E57 E5g / I~ I
t i I SHT 2 IiB 8770 PG 2414 \ + \ , ? i d'. ~ & N i DB 14174 PO 2SB7 ? \ \ i t ~ y, aL,_ \ STATE OF: + i ~ BOM 2043 PG 2006 \ \ \ i t ~ \ ~ 1 N BE55'1D'W10136' _
8.97 ACRES II COUNTY OF: ru i I • v ~ !i ti Z '~9. tswt Te \ \ ~ ~ \ „ . ~ . r ,,,..y~ ~ a E52 ~ 1./ ~_,1\~__ ~ ~ -1~-_>~L_._.. f"" ,``17EtuuuuunurOppq''/ 1+'" Tl~ SlAT10'DA` E t03,ii\ ~ Z , gyp` Q` yA~ ~ ~~l r/~~i~~' .r S863C'ZO'E757.28' ~ I ~ E67 = ~ la` ESS. ~Q~/~- "7
I cer8fy that the foNOwinq penon(s} pasono0y appeared i I \ ( i l! ~ iSy ~ ` before me this do inch ocknowled n to me thot he « she ! N 43'012?' ~ W ~ i t. O \ ~ (l ' . ~ ~ fsr - EG29 EXbiYIG 10' qtt GF RPIEICH SN4TARY ~ ~ -..r _ . ~ O ~ ~ •'M~ 4 r ' ~ f3p E~ g'IER EA9]RIR ROM 1810 P6 453 £BJ ~ E4p ' ~ i E7C EA8 U
y. 9 9 PROPERtt LINES 80.18 4` ~ i \ ~ ~qY~,. wduntaly signed the f«egoing document for the purpose stated F?EREgY ABANDgVED - _ ~p t \ \ v y, E threin and m the capacity indicated 't, \ - _ , i R t 't 1, \ y E yy94 E85 E63 - ~ w O I W
\ ; t W , ° E12 02 swan j Y . 7 4 - i ~ -
Date: 20. H y • r FLOOD STUDY ' ~ \ , m: _ W ~ tl 3338 68' E N 1779'59' E i ~ x,533 , \ i ? ~ ` _ Q \ 118.48' i ~ r ~ ~ T Zq - W 6 ~
Signed: ~ _ OffKiol Sed _s...tl'-°'-='''r - _ i _ ~ ~ f i Prated nomr. Natar Public , ,_._FS- ~ I A ~ ~6 ff E79~ E2C E31 ECf7~ _ N d E ~ ~ i p,~ ~,,.~q L
. ~ r-"' ~ E13.~g4 C~3 E\5 0 E41 fop fC77 ETS EJ8 E37 F36 2 ~ C~ ~1 J~.E30 E98 f7g ~ V 'r/i~Illiilill~~t~`~~`````
NY COMMISSION EXPI~S ~ ~ ? ` ~ - - _~i~ ; ~ n EIS ` ~ ~ fry !5 Ell CI8 E18 -----a-..-.._ f13 fCIB ~4 , W&~ IE96 fB8 Et00 Iyy^VE'' ~~~i ^'~(//"4(IYCV' Eti E33
` 1A THIS PLAT OR MAP IS NOT A SUBDIVISIgi, BUT A AECOMBINATIGN 2 } t\ , ~ i i ~tti-~-~_ ti'i * x% '3 £47 £ EJ? fC19 _r7 ECk `~J ~ ( ~ N £C26 i E94~ EC38 f8?-. W ~4/
OF PRENWSLY PLATTED PROPERTY. AND MEETS ALL STATUTORY ...-L-(---_°,.,_-----': _ - y ~i__.j-----~•~_'-, ~.•r•-~,._._,,._.~" 'V' ~ W ~ GENERAL NOTES \ REQUIREMENTS FOR RECOROMG , t ~ . r t ' `,,e ' Uy ~ +o ~t ecsa 1~ ~ ^N
i 1 t I i i~ .N ° tit N 8357'27• W ~ ! ; " 1' ~ d 1. $EE 9#ET 1 fqt GEiIERI, f~pTES ot` \ L 2. SEE 4#fT 1 FOR RECOMBAiARg4 \ \ PRIMARY 7AEE ~ a Q. y ~ u n Z
PUNNING DIRECTOR/WAKE CWNtt RE`AEW OFFtCEA DATE 3 i t 281 62' f - ' q ~"'{t i d N DATA ~ V ! t ` i ~ i r i N 81'48'11" W 3. SEE SHEET 4 FqT LINE AND CURVE N \ i t ca+sERVArtoN AREAS ~ N FI ~ c y ~ ~ 20' N10E NEUSE RIPARIAN J $ ~ ~ ~ u
tIt' i 1 t-'",. ~ ~ ~ ~ t ' 68.14' DATA TABLE \yt PRIMAR' ~{j Q i i'~~WI- `V i ~ j ~ :U \ ~ CONSERYATIO PRIMARY TREE BUFFER -ZONE 2 CDNSERVAtiON AREA 25' 0.30 ACRES i ~ ~ w ~ ~ a
~~i. i~ ~µP~ i~' 'iii y \ WIDESHq •g a, tEW LOT 204 , , A I I 1 7~ >r ~ V 0.79 P MADE SHOD 2 YARD ~ ~ ~ ~ M C o ~ ~ oas ACRES ~ ~ i''~ ~ ~ ~ ~iI ~ U ~ k~
20.73AfAtES t ' it it -t-n ~ \ O FLOOD STUDY tt ~ y tl it r-o^$~ ~ 2~, FLOOD S1UDY h}~I ~ W 3 X1540 W V' ~ o E '
~,v ! ~ it ~ a ~ LEGEND v t . A ~ ~ p n z ~'c ~n ~ V A \ NEW LOT 204 ~ w ~ p ~ 0 N J
\ PARCEL¦LNIAWEST LOT 2p2 i ~ Fj`it i,~N~ ` ® EX~11NG CONCRETE MONUMENT ~~V A ~`~p \ PAk 0758812090 t m ~ 1 •t ~ ~ Q M ¦ EIS P T \ S 20J3 ACRES PRIMARY TREE 4. W ~ E \ FOR RECOM81NAilON CONSERVATION AREAS' Q ~ / 1 ~ N ~ O ~ ~ ~ J 20' WIDE NEUSE RIPARIP ~ V w
QB$770PO2414 i ~ ,'V t, p3~~~ ~ W ? CALCULATED OM \t\ SHT 3 OB 14174 PO 2597 , I A \ \ \ BUFFER - Z01•E 2 0 0 v ~ ~ \ \ \ 0.09 ACRES ~ ~ g N
SITE DATA \ 80M 2003 PG 20D8 1 ~ ~ i V t, za U IE TREE CONSERYATiq'7 AREA a \ OLD LOT AREA \ 13.18 ACRES ' '0• • ` \ t I'L' wi \ F, + \e~ .t ~ O ~ 25' SH00 TREE CONSERVATION AREA \s~, \ \+L 4r \ \\Fr tR- o o ~ ~ p°~-
NORTH CAROL9IA -WANE CWNtt LOT 202 13.78 ACRES ~ t \ (y ® FlLED FY7R REC4STRA110N LOT 204 8.97 ACRES R0001STUDY `ti ~ t, t'` Y a GRAPHIC SCALE ~?!3 4~~~\\~,\\ O O C aN
TOTAL AREA 20.TJ ACRES ~ i ,ar tt 0 sO 25 aB 1m y. ~g~, DATE NEW LOT AREA ~:A ' ~ ttt ~ ~ A~~ R
)t ~ LAURA M, RIDDICK REGISTER OF DEEDS LOT 204 20.73 ACRES i t`` i t't m 1 imh = 5D ft ~yy Gl~ W Q1 alt) ~ ~ QfS d' PHOJBLT NO. DDV-t~DD •C ~ 5~
WAKE COUNTY ; ~ L.~. M Z ODV-100D0 $ FKRtTH CAROLINA -WAKE COUNTY 449' \ 4~' `tih ~ I HEREBY CERTIFY THAT ThNS PLAT IS OF 1NE FOLLOWING TYPE: Z ~ ~
BY: L- ~ LF,. e°1Qfta' DDVt001k1-FT FRED FOR REg5TRA1TON `i~\\\\ G.5. 47-JO (fKii)(d). THIS SURVEY IS OF ANOTNEA CATEG~tY, O - DDViD000-F1 W a No ~ \ M1% ORDFREO SURVEYCOR~OTNER EXCEPXITIONNTOPTNE DEFlNIAON OF 0 suNVR'tso sr: ~y SJBDIWSION. W JRP
9 ASSISTANi/OEPUtt - ~ ~ r- ~ y'"" ~ O sBBeBreo Irc: a xo - JRP DATE i THIS PLAT NOT TO 8E RECORDED V ""5Rx 4 ~ ' r- W ~ ~ A M, RIDDICK \~~\sr~ ~ EMM
° AFTER DAY OF ~7t~~ ~ oRA ~ ~ ~ LA~dSTER OF DEEDS T COPY TO BE RETAINED FOR THE DB ~R$$ W F- ~ scsEa: WAKE COlR7TY H J• p \ K#7N R. PICXENS PLS L-3297 ~ O T« = 5D'
~ GRAPHIC SCALE CITY. DB 6481 PG ~7 ~t`5¢p`or.~?AY W O i" = 11X)' ~ Yep \ ~ ~pid, ,J'y = W o4re 07-12-201i J O N ~ Q
IBB B w LBO zoo THIS PLAT IS ? IN ? OUT OF THE ~ r~ Po 36r ~ ~7e, W V nits 07-12-2011 Br: CITY LIMITS. G soT ~ ~2rB,~ 339 = W AsssTANT/DEwltt
1 loch = IRO tL 7~ PC J81~ MCADAMS TBAE: N y ~ O
r
C~~O ~ V r
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/ ~ I ~ O J 'v ~ Z
OTES / - \ \ ~ GENERAL N FLOOD STUDY / ~ I r_ ~ ~ ~ ~m~ ~ 2
~4p / _ . I ) floaD sTUDV , $ 1. SEE SF~ET 1 FOR GENERL NOTES / .'O ) ~ a, \ t GENERAL NOTES ~ , z s N ~
2. SEE SHEET 1 fOR AEGOMB8IARON / /r i ~Im ti \ i ~ ~ • x ~ I HEREBY CERTIFY 1HAT THIS %.AT IS OF THE FOLLOWING TYPE DATA / 4i I~ I U ~ G.S. {7-30 (f)(11j(d}. IHI$ SURVEY IS OF ANOTHER CATEGORY, 3. SEE SHEET 4 FOR LRlE AND CURVE / / ~ I ~ I+ ~ i r+ $Uqi A$ 1HE RECOI~INA110N OF EXI511NG PARCEES, A 000RT- ORY, ° ~ W URT- 1. SEE SHEET i Fp{ GENERL NOTES A ~ ~ J
pATA TABLE / \ / _ t.l ~ i$ ~ t ~ zj ~ ~ ~ ORDERED SUR18:Y, OR OTHER EXCEPTION TO THE DEFiNiTIgV OF / ' n m M~ ~ ,.4 a c SUBOINSION. I OF 2 SEE SHEET t FOR RECpIBWATION NORTH CARgJNA - wANE COUNn ~ ~j a Q OATA. FRED FOR REGISRtATION V ~ W ~ ~ ~ p
'IMARY TREE /e,b / ( ) PRIMARY TREE L ~ w e v u 4 - ~ ~ CONSERVATION AREA t ¢ RYATION AREAS / 1. / .I I, i ~ Tn !0 { PRIMARY TREE ~ TUWN OF CARP GF#ENWAY ~ ~ ~ Vp e _ GATE } f,_^ ~ ~ ~ ~ O
NEUSE RIPARIAN /ti CONSERVARON AREA / - irl E5 f EXISTING STgNY y a• r A JOHN R. PIGCENS PLS L 3297 {R -ZONE 2 /s3~ ~ ~20• YADE NEUSE RIP AN n 7~t I ~ PRMtARY TREE 0•~ ~ ~ ! DRAIN EASEMENT S ~ 4 ~ n .Ol ACRES /51 ~4Y' BUFFER - ZON ~ ~i$ '"I CONSERVAtION AREAS ~a t BqA 2003 PG 2006 fox ~ L].; 4 " LAURA M. RIDDICK IG F^ "aS ~ ' REasTER aF t>EEOS •
/ 31 20 WIDE NEUSE RO+ARIAN A Qi < t4 0.04 ACRES n ~ I ER - 20FIE 2 ~ ~ a0. wA1aa tXxRtn ~ ~ ~ ~ ~ ~
S6ES7 ! ~ IQ I B a92 ACRES ti. i ~ ~ ZM Q"1 P ' \ C~a ~ Edg raw £ 1 / ~ ~ IA, N I ~ ~ i : : ~ >a~, ~ W ~ m ~ zz ar. As~sTANT/DEPUn ~ ~ ~ ~ ~ U
N003/'20'wiM.J6• ~ -^~._._._~..r ~ PRIMARYiREE I I _..E.782 ~ Q ~.,c~ \ ~ _i I • W
_ / ~ ~ _ - 5 883920' E t ,2C ( ~ " ~ CONSERVADON AREAS ~~Eq L_--.--_`~ . f ~ F"~ ~ 8 , _ - - E9 20' MADE NEUSE RIPARIAN O U EN611N0 2tl p1Y U RAIENN SANITIR'! ' _ . 71
SEYLR FA9DAFNt BOY b100 PC 461 fd0 f ~ ElB S BUFFER -ZONE 2 = 7'~ ~ t g a y--- f ~ I ~ ~ ~ r>3 sa. FT, T\ t ~ MU4 p, w ~ • z ~o
Eel f W w ~ 1 c,Y~ c~ s , a, E'1 • ~ ~ PROPERTY 198: TA~,E EASQAE2IT LINE TABLE . f 8 ~ ~ ~ FxISnNG qtr RALEIGH ~ LINE BEAARIG LENGTH lR1E BEARRIG LE EASEMElIT DNE TABLE EASEMQIT LBIE TABLE EASEMENT C11ROE TABLE ~ • ~ ~ ~ U 9E BEARRJG LENGTH LR& NG LENGTH
, GRAPHIC SCALE f ~ I _ GREENWAY EASEMENT \t , \ Lt 4 17 E11 4 zn fAg E 1 ~ ..1::~: 3 ~ E12 4, r. • ALONG REUSE RIVER it 4 • E76 CSiR1~ RAgUS LENGTH BEARBIG ~ AXCE OE13A TANt~Xt ~ ~ ~ ~ W 12 4' E77 1 EC11 19.11 Y
SO 0 26 sB 100 - ~ ag I \ f RIPAPoAN BUFFER ONES : . Et ' i ~.e--rJ-----~--.'.-~ ~ uFi u~.N I E 19 ~ E~ t3. 80M 2003, PG 2006 r ~ z E13 13 E76 EGi2 32.25 W Q 14 E79 ,1 " EC13 1.06 (n CD a
, ; is g~ I PRIMARY TREE ~ E70 : ~ ~r1 O Fes Et 1 inch = 50 IL w £R, ~ EIOp CONSER4AlION AREAS f)2 : - ~ 1 ~ " Y W E1 15 E80 EC14 1,44 ~ ~ Id E81 N EC15 .4T ' t' 11.22 W
4~ E29 "29 - f 20' WIDE NEUSE RIPARIAN fF2 46'11 N II 0.Y ayt EI7 ~ ~ ~ yg ~ BUFFER -ZONE 2 ~.t W E00 _ _ ~ A 125 SQ. FT. A, FO! S N ~ , .t ~ l E18 ' 17 EA2 EC18 7.69 W ~ a IB E83 '11' EC17 7 2B9 ~ 0'
E17 - plC IN 10Y1"E919Y 8148'11 W ~ 1 E1 t NORTH CAROlR1A -WAKE COUNTY fCl9 ~ ~ ~ { EtN y PPoMARY TREE ~ ~ 86.14 y I,l. E20 I ' E84 N EC18 4. t' 4. ' i' 226 LO E85 EC19 84,49 ~ (n
FRED FOR REpSTRATKRi fA1 Egg ~ 1 EZ7 ' ~ EC37 fyS CONSfRYARtiN ALAS ~ ~ ~ , ZI E86 EC20 it 107.72 O 12 E87 EC21 7 '4T ' 1' S~
;w feS 20' WIDE NEUSE RIPARIAN I pAtE fC20 (j s E91 ~ BUFFER -ZONE 2 ~ ~ - (r ~ ~ , t3 E88 EC22 4.88 ~ ~ ~ O t4 E89 EC23 4.7r N 4 1284 ~ ~ ~
LAURA M. RIDDICK _F E~ Ec 131 so. FT. j ~ /I I E24 R gS1ER OF DEEDS PRIMARY TREE 9 EI00 ~ . t ~ ~j ~ rA ' EWAKE COUNTY CONSERVARON AREAS i~ E I ~E: E' (R ~ 25 E9D EC24 11. t' 17 1 r 8.72 L6 E91 '1 ' EC2S N ' T 240 y
2N WK1E NEUSE RA'ARIAN ~ FCU! ~ ~w EiN fl7 _ I~a~ ~ Us 1. : ~ E~ ' ' ~ BY: BUFFER -ZONE 2 ? W ~ t7 1 E92 EC26 3.1 N 7 11.7$ ~ ~ ~ NS E93 W 1 ' EC27 1' 51.14
ASSISTANT/DEPl11Y 0.30 ACRES ~ ~ ~ ~ W • yy ~i' ~I ~ p,' 4 1; !9 E94 EC2B .4 ' 18 ' W 18,86 I,1J ~ ° O W 10 1 7' E95 7 1 EC29 16,50 ~ a Q _
TIME ~ 12 ~ X ¢T ate, FLt~ sT1roY ~Et ~ x i 31 E96 t4 EC30 1 A32 32 E97 r EC31 r ' W 3.25 ~ F ~ Q
~i'' 3 ~ Eft w 5~,t a", 11 I Z E34 SJ E98 EC32 ' t' 21.04 34 E99 EC33 BO' N 41' T t ' ,1 3.47
2D.73 ACRES ~ • a i t I SEE SHEET 1 PPoMARY TREE - 15 Et00 EC34 S0. t. S 53'14' E 24 10.83 ~ ~ O W 36 Et01 EC~i t5 f T i1.79 O
CONSERYA710N AREAS PRIMARY TREE f « \ ~ j t I O LEGEND FOR RECOMBINATION 20' WIDE NEUSE PoPARIAN CONSERVATION AREAS-' `b' BUFFER -ZONE 2 20' VADE NEUSE RIPARIAN v, I , ~ N I U E3B >7 E1M .8 ' S 53' 4. 241 ~ U S8 E103 E 1 • 7' ' T t.S4 U B>•
® EXI511NG IRON PIPE 0.09 ACRES BUFFER - 2CNE 2 w ' 0.06 ACRES " m ~ I I W ¦ EXISDNG CONCRETE MONUMENT Y E 19 E104 EC38 9.00' ' 4' 10'19'06' 4.51 N) E105 EC39 5. 79 4' 1 211 W ~ ~ O
? CALfp1lA1ED PGNT ~ . . ( I i E41 I 41 E106 EC4o 7. 7.T ' 't ' 7. r t8 '4 ' 3.88 Y ~ ~ N Et07 EC4t i' 1.45 ~ ~ ~ y
ti:> TREE CgISERVARON AREA ( ~ : - ~ ~ I I Q E I _ _ • I ! . 3 E43 25' SH00 TREE CONSERVARON AREA I.'.. } (i NARSI E E W Et68 EC42 1 S P 7.07 `~7 E109 EC43 ,00' 1 4' T 1' 4 6.5.
/ PARCEL E ~ I/ ~ ~ E t E71o Ec44 .99' 4.01 I //O+~ ~ N E111 EC45 s 1• z64 I ~ V Q N !
~ ~ PIN t E47 • V E4B L7 E113 EC46 4' 1.42 ~ IB E113 EC47 7 ' 7.68
v E%ISTINC NEU 4:. I. \ O E49 r SE RIVER \ \ N E90 NS E114 EC48 .1 ' 7 4.61 s0 E115 EC49 oes
8 B~ARIAN BUFFER \ E51 ~ , . 'Q~ o FL000 STUDY : 2003 PG ;ppg : I \ \ W 51 E118 EC50 r 1.59 I N ~ ~ ~ J S2 E1t7 EC51 36.51 w ~'~f ~
AF'r X818 I 1 ES3 S3 E118 Ue ~ yy S4 E119 Q
g ~'a`' \ \ 4 N ES4 ~q, ` \ N 0 S5 E120 1 36 E171 CUR4E TAtSLE a
\ ryM \ \ V 31 Ei22 N $ DRAWN BY 18 Et23 CURVE RADIUS LENGTH BEARNG DISTANCE DELTA TANGENT t
\ \`~~yf~ PRIMARY 1REE \ FAO t~ ss E124 c1 4 . ' 11 46' s 2 1 1r 1 '0 5aoe ~E~ ~ ~ APR so Ei25 C2 r ~ , ' t36.6T
\ \ f CONSERVATION AREA \ ~ V' J~ 4- ~ ~\?i(Tr' TOWN OF CARP (A~ENWAY F~ , e1 Ei26 ~ x ~ CHECKED BY 12 Ei27 RH
\ 0.72 ACRES ~ W ~ S3 Et28 34 E129 ~ ~ ]
4 A " ` PRMARY TREE t ~ ~ \ N ~ ` ~ CONSERVATION AREA 25' \ , Q. W ss E13o ~ W DAZE
~ty~ ~ rADE x+00 2 rARD \ ~ Q U E88 `aj ,C`•~, \ t 0.79 AGiES E%ISTIN 40' G1Y ~ ~ - E89 J ~ \ ~`^.70'4 RALEIGH SANITARY SEWER I ~ U 7-21-11
~~Bj v~ ~~~OY AND WATERLINE EASEMENT ''s' ~ ) \ \ L:T BaA 2000 PG 453 ~ ~ tT (l. ai ETp ss E,34 $CAI l0 ~ a
L ' a A ~sTr :~w~ ~ E y~~ y v^,u v v~~v y Qr O 7, ~ N~ rz
`~i~.~-. A ..,~,~5~~, A V\ \ V A S v. l3 Y JOB Nti. I4 p 10-032
N >STB' v v Tv ar~'`v ~v~T~ \.r v ~ew~ I ~ V ro
4p A m W 293 74, 5O' UNDISTURBED Met ~~a \ i~• yBOZd.•t Ya DDV-10000 m ~ Z Iwota'E N0' DDV-10000 CAD FlLE
7HOROUGHFAAE YARD 18JT - Z BOM 2003 PC 2006 78 LL 9~P1~' ODVI0000-F1 - '0i"i11Qi DDY1D000-Fi 10-032-RECOMB.dw
Wes' o N TES T R HE E xQ S 7~a~ ~ sbsmm er: JRP RECC3MBINATION PLAT HAS BEEN o W ~ ~.oTDA1E
Y~ TREf CONSERVATION DATA AREA K) W , I HEREBY CERTIFY THAT 7HIS PLAT !S OF THE fIX10W1NC TYPE'. ~ KID7 ~"µ'~sC,~~ N ly 1~r, ~ B~~ EMM M 1 T T T ~D' D6' E~ Eta 1 TCy THE CITY 4F RALEIGH AND IS ` ~ ~A1N°~ EM?a ,_21.11__
G.5. 47-30 (~(11)(d). IBIS SURVEY IS OF ANOTHER CATEGORY, Ye ~~SErtw, SHOD BUFFER 0.99 AgTES ~
SUGH AS THE RECOMBINATION OF EXISTING PANI;LL.,, A ccnmi- t4-540) 'aF WAynl GREENWAYBUFFER 0.56 ACRES 0 1- = 50- ORDERED SURVEY. OR OTHER EXCEPRON TO THE DEFINITION OF W
SUBDIVISION. NEUSE w L) CURRENTLY IN T TOTAL AREA 2.86 ACRES = w Q7-12-2011 ' _ STET IN THE REVIEW/APPROVAL PROCESS.I W ° M. 07-12-2011
JDHN R. PICKENS PLS L-3297 W MCADAMS U) Me ®McADAMS
C=3
0 F SHEETS

REVI~ONS BY
FOR DETAILED STAKING PLAN,
GRADING AND UTILITY PLANS
SEE SHEET & PROFILES FOR NEW PUBLIC
C_g SEE SHEET STREET, SEE SHEETS C-10,
C-5
C-11, AND C-12
N~ ' 'il i i ~ ~,1
p 1 ~ I ~1 ~ u; 1 ~ t i1 ~
u 1 ? it ~
= N B3Y9'14' W 96D.4T ~ 1 - - \ ~ ~ 111 1~ 1111111 1111 111~1~~
Ip \I ~ ~ 1 ~ 1NIS DRAIMNG IS 1NE PROPERTY
, i~ ~ n ~ OF THE ENgNEER AND ~#AY ~ ~p ~ ~ ~ 1 NOT ~ USED~OR REPRODUCED
' ~ ~ ~ ~ ~ N~IHOUT H~ Y~ITIEN PER~SSION
y ~ z eOr A T,I~M1T ~ ' OO ` 1 ~
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~ ~ ~ ~ ~ ~ ~ `~F ~ \ 1 ` 11 \ \ 's_
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00 ` Q FOR FIRE DEPARTMENT ACCESS ROUTES, ~,.P. SEE FIRE ACCESS PLAN ON SHEET F-7 1 t 3 ~ ~i 1\ ~ ?w ~
~
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FOR DETAILED PLANS FOR THE PUBLIC ' it ,jt~ 1 W OQ
~ r ~ ~ \ ~ W
STREET, SEE SHEETS C-70, C-77 AND C-y2 i ~ 1 ?w V
~ ~ V ' rl\ 11 ~ Y+ ~ ~ ~ ~ ~ ~ v+ 1~ 1 ~ N
i ~ a~ 11 1 ~
ALL CONSTRUCTION SHALL BE IN 0 0^~ ~ W ti , ~ E ~
ACCORDANCE WITH ALL CITY OF RALEIGH „e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ w " k ` , a N
y STANDARDS AND SPECIFICATIONS. ~ y _ ' ~~t , i
EI.P. ©x ; J
MINIMUM CORNER CLEARANCE AT STREET ' '
c~° o~ Qs wn ~ s'w'~ 1
INTERSECTIONS TO BE AT LEAST TWENTY vwR~ No~¦ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 111111 -a-____ Ei.p DRAWN BY
'SAL ~~N ~ za~~.• [201 FE=LT FROM POINT OF TANGENCY SEE SHEET c'~~DrN p BQ e~xp 0° 3 +40 APR
CHE(~((ED BY
RH
SEE SHEETS TP7 THROUCaH TP-4 FOR TREE C_~ t~'6~~~c R o~T$o~ w.. E`"' W . DATE w _ ~ ~a'Se'~ W ~7g
CONSERVATION PLAN, NOTES AND DETAILS 7-21-11
SCALE
1"=60' i
JDB N0.
J WITHIN THE SIC3HT DISTANCE TRIANGLES SE SHOWN ON THIS PLAN, NO OBSTRUCTION SEE SHEET 24 HOUR CONTACT 10-032
BETWEEN 2 FEET AND 8 FEET IN H~I~HT C-8 WILLIAM HAMRICK caoFlLE
??0-474-434 10-032-STAK.dw PLOT DATE
ABOVE THE CURB LINE ELEVATION SHALL 7-21-11
QC t Af'~ATC~'1 ~~J WYA~ C AQ ~AQT
OBSTRUCTIONS INCLUDE BUT ARE NOT GRAPHIC SCALE Er
LIMITED TO ANY BERM, FOLIAGE, FENCE, eo o IV w 120 ZW ¦
s WALL, SIGN, PARKED VEHICLE OR OTHER
OBJECT. IN (LSH
EET'S SH 1 inch = 60 fL

1 ~ ~ \ ~ , REVISIONS BY
1 1 SEE SHEETS TP-1 THROUGH TP-4 FOR TREE CONSERVATION PLAN, NOTES & DETAILS
1
WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN ON THIS PLAN, NO
~ FALL PROTECTION ~ 4EalND STAKING OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR
FENCE J CUB ~ GUTTER PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY
1 BERM, FOLIAGE, FENCE, WALL, SIGN, PARKED VEHICLE OR OTHER
/ ~ MODULAR BLOCK ~0°""'"~ wAU. TYPES OBJECT.
~ RETAINING WALL 30" CURB
ND GUTTER ~ ; \ \ HM®ICMRAAP a~as MINIMUM CORNER CLEARANCE AT STREET INTERSECTIONS TO BE
~ ~a ~ \
n FALL PR0IECTION i°o \ AT LEAST TWENTY (20) FEET FROM POINT OF TANGENCY F~,.'~::•::;•:~:•::~;~::•::•:::;~:::•:•:•::•::•::):~:::;~~ H.C. ACCESSIBLE ROUTE
u"~i FENCE EXISTING R W o 1 ~ o
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
MODULAR BLOCK RETAINING WALL ~ \ HANDICAP PARKING SYMBOL RALEIGH STANDARDS AND SPECIFICATIONS.
3 M 89' ~ \
8 ~ 18' ATNyO H.C. SIGN ~ U \ BUFFER LE®END _
TYP, SE TYPICAL ( )
LL.
o, } a VARIABLE WIDTH IRIS DRAN~NG IS 1HE PRO~RTY
\ GREENWAY TREE THE ENGINEER AND IwIAY \ CONSERVATION AREA NOT BE U~D~OR REPRODUCED
1 H.C. RAMP YdiHOUT HIS WRITTEN FERWSSON
1 (TYPICAL) \
o ~ ~ 0 \ e 0 Z ~ \ PRIMARY TREE CONSERVATION
0 s. HCR ~ , n AREA - 20 FT. WIDE NEUSE r[ ~ RIPARIAN BUFFER, ZONE 2 ~~o~``~N~~CAR
4 R5,0 O
. (c.l F ~ ~ \ ~ GRAPHIC SCALE Ess?
•~1 ~ y \ \ PRIMARY TREE CONSERVATION AREA - 25
~ i (V i \ \ 20 ° t0 ~D '0 ~ / ~ FT. SHOD-2 YARD S \ 5
1 0 ~ ~ ASPHALT tp ~ \
Q PAVING j J a s.\
~ 'A \ 9s POOL ENCLOSURE .~i ~ 1 , -9 ~ \ ~ • \ ~ ~ ~ IN FEET) ~
A A FENCE & GATE ~ 8 O• J' ~ 'L ~ R62.5 (~~9~ti9 MEETING ALL CITY ~ ryp• ~j \ ~ \ 1 inch = 20 iL t. LP~P~~'``
i2 F RA I H 2 • • ~ Q, 0 LEG J 4 \ \ 24 HOUR CONTACT
~ . REQUIREMENTS Ty
V ~ ~ SIGH' 8 ~ AT T SIGHT DIS~ICE TRIAN (~E5 \ ~ WILLIAM HAMRICK AT THIS IN~RSECTION 770-474-4346
h . ' rYp FALL PROTECTION ~ SHAI SHALL CONFO~ TO CITY \ \ \ ~ ~ o ~ ~Z
:.',';4:; R49.0 ; FENCE v CODE CODE SECTIONV D-2086 \ „1,~ ~ " ~ ~
r;: CONCRETE :r~ ~ SIDEWALK "'Y'Q `
24" C&G ~ ' ~G ' : ~ TYPICAL y. 5' 1RANSITION FROM \ \ \ Cd m ~o~k~ \ W 0 s
30" T 4" C&G TYP. X \ \ ~ a a a~J~~
,
SEE SHEET C 31 4" C&G i :.t 4' ; 2 FOR TYPICAL , a: o ov~~
TYPICAL . O SECTION ~
X H.C. RAMP ~
" TYPICAL ; ~ a. ~ Q STOP BAR \ \ ~ c .af N
C ~ Q ~ cgs„
~ I U~ ' ~ G S
F• e •o ~ , ~ / EXISTING R/W , ~ \ / ~ ~ w s NC
28 WIDE ACCESS . ~ ~ ~ 3 ro Q' , \ ~ _9 _
EASEMENT ALONG ~ 9 ~ t~ CONCRETE ~ • . HCR PRIVATE DRIVE \
STEPS ¢ - STOP v ;~..~t • ~ / . / _ ~ R25.0' ~ BAR /
e•' 1 S \ OpI ~ \ I JMNd Q
MODULAR BLOCK
MODULAR BLOCK ~ ?`,~;.`^r ~ ,x.<" RETAINING WALL \ x. / / R35.0' ' .5. N RE R~6' / 8364' ~ I H ~a 1-O
RETAINING WALL '•~'~.t : ' ` ' ' C C ~ STOP SIGN i ~ / ~ ao
/ ~ , ~ 28' WIDE /~'',C' ESS / /
1 10 ACCESS , . EASEME T ALO / ~ R300.0' x,~EASEMENT ~ PRI1~A pRIVE : ~
x x ~ / ~ k / STOP STOP GN ~ \ \ \ W 0 ~ o ~ ~ Z
~ ~ / \ ~ ~ ~n ~ Y ~y~r
16 + ~ ~ ~ ~ AND 30 EXISTING DRI ~ \ \ \ ~ ° o li = AND 30" C&G \ ~ \ w ~ U
~ SCREEN FENCE ` , ~ 5 10 ACCE :~..i Q
1 ASEMENT ; ~ ~ ' ' N ~ w ~ ~ 1 i
~ / y1 ~1 MODULAR BLOCK ft87 0, o RI T \ \ \
i. / s RETAINING WALL ~ MOUNTABLE CURB i ~ \ \ ~ o
/ \J
\ r. PRIVATE / / , R25.0' STORMWATER ~ 24 G R23.0 / x ; \ \ \ \ ~ \ AND GUT TER \ W U
0 / f BMP TYPICAL R100.0' O / \
k > Z H.C. RAMP 1 R30.0 HCR RAMP \ \ \ ~ \ \ ~ Z
(TYPICAL} N ~ H.C. RA 1 DETE TION IYPiCAL UCK APRON ; CAL) ~ \ ~ ~ ~ O
AREA ~ { ) •0''-
~ CONCRETE ~ R25.0
C SIDEWALK z \ W3
~ C R RAW O
M P
- ~ q 1 ~ C SCREENED RECYC' LEVEL SPREA R Q :KEENED RECYCLING ENCLOSURE _ ~
~ 1 ~ ~
~i1 \ w Q \ ~ 3 W ~ \ ~ O
- _ _ ~ ~ ?0
TYPE 'D' POURED ~ - _ q CONCRETE 10 ACCESS / \ ~ I ~ Y
' : ~ ~ NOTE: ANY VISIBLE COMPAC R~ ~ i q RETAINING WALL ~ EASEMENT N R30.0 R111.5 ~ ~ WALL SHALL BE FINISHED T( rISIBLE COMPACTOR ~ ~ BE FINISHED TO \ I ~ ~ O
e ~ ~ ~ MATCH BUILDING MATERIALS 10 ACCESS F,c ~ , ; .rr LNG MATERIALS.
EASEMENT F 30" C&G ~ R R30. , 1 HCR Q ~ rY
~ ~ W
_ y.. \ \ U
- \ Y~ d~
.i.~ \ Z ~ N
\ ~ W~
1 ~ A, 'i
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36.3' 28' WIDE ACCESS 5' TRANSITION FROM 30 TO 24 C&G {TYP.} Y.':~.. EASEMENT ALONG ~ H a J
s - .C.-B.C. PRIVATE DRIVE Y~ ~ J
v ~ A ~
2 ~ '
1 • y ~ DRAWN BY
c 1 \ \ APR
CI#CI(ED BY
O ~ RH
cv Dart
~ ~-z1-11
Z~ 1 ~ scar
ND: EXISTING x ~
w CONCRETE \ JOB N0.
SIDEWALK 3 \ \ 1 n - 20~
~ ;<4 ` FOR DETAILED PLANS F Y CLANS FOR THE PUBLIC - ~ 10-032
- • STREET, SEE SHEETS C s MEETS C-10, C-11 AND C•12 caD FlLE
i\ A 10-032-STAK.dw
+n PLOT DATt
III ~ III GAD CIDC 11CDADT~/C?IT QT~/C?IT ANf~CCC DAIITCC 7-21-11
I II rvn rms. vs.rnn I mss's SEE FIRE ACCESS PLAN "I MOMI\ 1 /1VVi.VV 17VV 1
SS PLAN ON SHEET F-1 sHEr
E.I
CHUNE 01 m L J,j MATCHLINE C C•5
¦ ¦ ¦ ¦.r~¦¦ 0 mm~
' ;3: F SHEETS 0

. I . i -
~~.7~ ALL CONSTRUCTION SHALL B IN A E CCORDANCE REVI~ONS BY ,CCORDANCE WITH ALL CITY OF SEE SHEETS TP-1 THROUGH TP-4 FOR TREE CONSERVATION PLAN, NOTES & DETAILS
' RALEIGH STANDARDS AND SPECIFICATIONS. ATIONS. ~
(
MODULAR BLOCK " - 1 MINIMUM CORNER CLEARA~JCE AT STREET INTERSECTIONS TO BE
RETAINING WALL AT LEAST TWENTY (20) FEET FROM POINT OF TANGENCY
4 P
N 85°49'1 4"
--------_____W_ 868.47
FALL PROTECTION ~ a
P FENCE 9'
( ~ TYP. 13 a 24' WIDE ACCESS MODULAR BLOCK W ~~I EASEMENT RETAINING WALL FALL
~ PROTECTION x
0 FENCE
~a ~J 9 '
i _ " ~ 8 P / ASPHALT ~ -
~ ~ PAVING TYP. ~ 4 ~ _ _
~ CONCRETE ; (TYPICAL) CUR F a ( P .i / B LUME N
SIDEWALK 18' / 24" C&G SEE SHEET` - ~ ~ ~p ~ '
~ TYPICAL / N a C-31 FOR - 9 ~
83.2 ~ rte:, N ~ TYPICAL TYP. THIS DRAWING IS 1HE PROPERTY SECTION ~ _ - _ _ 1 ~ OF THE ENGINEER AND IriAY
3 i V~ _ ~ ~ ~ ~ NOT ~ USED OR REPRODUCED
I _ _ v C - a ~ ~1Na,T NES wRmEN s~oN ~ EY
Z n H.C. SIGN I• I " ASPHALT 9 r PAVING ~
3 ~ .i TYPICAL ~ I ( ) I I ~ TYP. ~ Try (TYPICAL)
o _ P H.C. RAMP ~ I
o ~ a I I (TYPICAL) I r --~...r,,,,~ ` 9' ' - STOP SIGN TYP. ,o°~~ 0~ /
~ I I _ .<X<, ~ ~ STOP B R a}'
(n I ~p I I 24' WIDE ACCESS
W I EASEMENT 4 b (P P 18' S L
~J TYP. TYP. ~ 065
( I- TYp TYP. I Q ~ a) 18 , CONCRETE TYPICAL ~
• ~ ~ ~y v . ~ I n: 18 SIDEWALK . ; , ~•,%~`~'~,~PS~~~`•
; ~ I m I T P. , ` ~ I TYP. HCR
n: . ~ n `r:
+V I N w _ ' ~ I ~ I~ 24" C G oo V 9 R25.0, ti..
P ~ ro n. • I TYPIC L ~ Ln ~ 11 I ~ R25.0' 1Z TYP. ~ N n
~ g , I I If ~ ~ N "Y Z ~ ~ 9 ~ - RAMP PAINTED ~ m ~ ~ t -o _
TYP. r- T TYP. - (TYPICAL) CROSSWALK w ~ N ~
~ 8 - - / I SEE S EET _ -31 OR
I \ _ PtC
ASPHALT ~ - n: R25.0' , ~ - - " SECTION f"'---- PAVING PAINTED R25.0 I ~ ...--c N T~ ~ 9s a O~ a Q
I I N CROSSWALK ~_~(TYPICAL} _ R62.5' 9~y9( ~ ~ E ' _ , ~ ti~ T n o
(TYPI H,C. RA MP CONCRETE ~ _ ' 1j ~ O ~ ~ ~ N
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SEE SHEET C 31 9' ~ FOR TYPICAL r , , R212.0' 9' ~;'..,'y`„ "4 ~ ! TYP Z R49.0' 0 ~ . aN d. ~ ~ 2 ~ IAN
TYP. 5' 8' _ _ SEC110N ~ ~ ~ - - - ~ ~ 9 - 9 ~F~ ~ TYP, ' ;
2 TYP ` - TYP -t ~ a ~ ~ N 1-~-~ f,; ~ ` ~ `t ~r, a' }c~ . ~ TYPICAL c o ~ o
• ~ ~ TYP
TYP. ~ • ~ ''J" [0 d. . ~ a. ' : ~ °,s~. CONCRETE CONCRETE
1 AI ~ I• <~'.r '"2 ~:~`....f' TY SIDEWALK SEE SHEET C-31 ~ << ; ~f`' °4 .j FLUME FOR TYPICAL
24 WIDE ACCESS HCR ' • : . . 24 C&G HCR ' h', , r'' , , ~ s;• HCR U~ .HCR PAINTED .~'f H.C. SIGN > H.C. RAMP ~ ~ SECTION J ~O M Z
EASEMENT ~ ' ~ k : TYPICAL .H "r.~.- ~ CROSSWALK (TYPICAL) (TYPICAL} A M'~'
:TY);+: CONCRETE HCR CONCRETE (TYPICAL) ' ~ L o ~ y O DRIVEWAY 3 ~ ~
4.... CONCRETE , HCR : DRIV DRIVEWAY '.21,4.. g'.' (TYP SIDEWALK ' ' I (TYPICAL) ,,A rn~i ~ Q
(TYPICAL} H.C. SIGN PAINTED ~ : H.C. RAMP i oa °n
_ (TYPICAL) CROSSWALK (TYPICAL)
TYPICAL ( ) ; ~.w ~ FALL ~ 28' WIDE ACCESS a v ~ ~
....i ' r . PROTECTION EASEMENT ALONG p o ~ ~ ~ FENCE PRIVATE DRIVE J- Z
• ~ J • I m~
. ! '4' I ~
• }
MODULA a a
1 ~.•d O O ~ RETAINI ~ Q O . ~ I~.
V~ FALL PROTECTION ¦'tl V ~ FENCE ~d D ~
3 ~d ~ / W~
8 D{, d 1 / W
P Z
\ \
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MODULAR BLOCK + ~ / ' ~ Y
RETAINING WALL / W3
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V o 1 3 STORY ~ = DETENTION
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WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN ON THIS PLAN, NO D RO P R118.
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° G\ N) P 4 s PAR , RUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY a 0
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RE4ISIONS BY
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oN sTD. No. 2o.oi WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN. 2 FEET AND 8 FEET IN 3 FEET IN ~
VATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT AR' HEIGHT ABOVE THE CURB LINE ELE lE BUT ARE NOT
M E C WALL SIGN PARKED VEHICLE OR OTHER OBJECT. THE SIGHT DISTANCE TRIG LIMITED TO ANY BER ,FOLIAGE, EN E, , TANCE TRIANGLES - -l l - T
AT THIS INTERSECTION SHALL CONFORM TO CITY CODE SECTION 10-2086. c c
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~ ~ M ® © 25' 3.5' S' qk 3.5' CdG 7%1 ~ GENERAL NOTES
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F ' ~ ALL CONSTRUCTION SHALL BE TO BE OWNED, OPERATED, AND MAINTAINED BY THE PUBLIC AUTHORITY.
' IN ACCORDANCE WITH ALL CITY SECTION C-C ~ BINMINCUS CONCRETE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE iMTH CITY OF RALEIGH ~
1 EQ AGGREGAlEBASECOURSE OF RALEIGH STANDARDS AND ENCROACHMENT APPROVAL B ~AL BY STANDARDS, SPECIFlCAT1oNS AND DETAILS. m
RESIDENTIAL STREETS ca~ePACTEO sue a~roE - FI ~ c o ~ z
® SPECIFICATIONS. CITY REQUIRED IF ROUND ABO R/W A B C D E G -ABOUT 3. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT m m ° ~ LEAST 48 HOURS PRIOR TO MOBILI2AT10N TO HAVE EXISTING UTILITIES LOCATED. w ~ N o
60' 41' 20.5 18.0' 2 1/2" I-2 8" ABC 9.5' IS TO BE LANDSCAPED REPORT ANY DISCREPANCIES TO THE ENGINEER. ~ ~M ~ o $aW
55' 36' 18.0' 15.5' 2 1/2" I-2 8" ABC 9.5' 50' 31' 15.5' 13.0' 2 1/2" I-2 6" ABC 9.5' CITY OF RALEIGH ~UroW~ 4. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL d O c ~
45' 26' 13.0' 10.5' 2 1/2" I-2 8" ABC 9.5' PUBLIC WORKS DEPARTMENT MINIMUM CORNER CLEARANCE AT LOCATION AND DEPTH TO BE CONFIRMED IN FIELD BEFORE CONSTRUCTION. ~ a m E
DATE: ~ ~ ~ DRANN BY: ~ N TE F R STAKING F PRIVA NOTES: REVISIONS I N B E A T O O O STREET INTERSECT O S TO ~ 1. ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2" & 1". ~ B/~/~ STANDARD PRIVATE 5. BEFORE STARTING ANY CONSTRUCTION of IMPROVEMENTS WITHIN ANY CITY OR n O m m ~ NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, THE FOLLOWING PROCEDURES O v ~ ~ ~
~T6 6 ~ DRIVES AND PARKING LOTS S LEAST TWENTY Ia01 FEET PROM fTS, SEE SHALL BE UNDERTAKEN: m ~ ~ ~ W 3
2. IF DRIVEWAY IS N?ITHIN CLOSE PROXIMITY OF ACCESS RAMP, TIE eDa ~/n/O7 RESIDENTIAL CUL-DE-SAC SHEETS C-4 THROUGH C•9 51DEWALK INTO DRIVEWAY. POINT OF TANGENCY
STD. # 20.32 g CITY RIGHT-OF-WAY; CONTACT ENGINEERING DEPARTMENT FOR INFORMATION O AND INSTRUCTIONS FOR DETOURS, OPEN CUTTING OF STREETS, OR FOR ANY ~ ~ a~
CONSTRUCTION 1MTHIN RIGHT-OF-WAY. ~
~ ~o
NCDOT RIGHT-OF-WAY; CONTACT PRO~CT ENGINEERS AND OBTAIN ALL PERMITS w s N~ AND ENCROACHMENTS (KEEP COPIES ON-SITE, ALSO CONTACT NCDOT DISTRICT
" 5 FT. TRANSITION 5 FT. TRANSITION FROM , 1 CITY OF RALEIGH STD. 30 FROM 30" C&G TO ~ \ 30" C&G TO 24" C&G ~ ~ ~ y( [ , , , OFFICE 24 HOURS IN ADVANCE OF PLACING CURB AND GUTTER).
CURB & G TTER TYPICAL
r.. 24 C&G \ \ ~ ~ NEW CITY OF RALEIGH
TD. HANDICAP RAMP , , ~p• 3.5 FT. WIDE ~ \ 1; ~ NOTE: J ~ v~ ~
~ LANDSC PE STRIP 1 / ~ ALL CURB AND GUTTER WITHIN THE CITY OF RALEIGH OR NCDOT ~ v d t_ O
_ ~ ~ 3.5 FT. WIDE ~ ~ 0 LANDSCAPE STRIP ~ ~ ~ ~ ' ~ ~ .ROW SHALL BE 30" CURB AND GUTTER CONSTRUCTED TO THE ~ ~ o ~ f Q
> NEW CITY OF RALEIGH EXISTING ISLAND STD. HANDICAP RAMP ~ ~ • ~ STANDARDS AND SPECIFICATIONS SET FORTH BY THE PROPER ~ a° °'o ~ U / ~ o o~
TO BE REMOV JURISDICTION. o. rnc~~ W = c I-
C.O.R. S . 5 FT. BEGIN CITY OF RALEIGH CONCRETE ~4QEWALK c~o~ ~ O
STOP STD. 5 FT. WID SIDEWAL , ~ ~ . SIGN 0 J~ LL Z
MATCH EXISTIN NEW ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING ~ ~ r / EXISTING 24° SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON v ~ _
' O RIGHT OF WAY / ~ CURB & GUTTER ALL STREETS AS SPECIFlED BY CITY CODE. THESE FACIT111ES w N O
~ START CITY OF RA EIGH ~ ~ " ° ~ ~ `t HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHAH BE ~ W
STOP ~ 6- TD. 30" CURB UTTER, , o V' / SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN J ~ EXISI1NG SIDEWALK APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE o ~ ~
ATCH EXISTING / SIGN ~ Q~ y. • : V' RECORDED PRIOR TO FlNAL ACCEPTANCE. ~ ~ O
~ > 7 ~ ~ R25.0 ~
O ~ A . ~ ~ ~ STOP BAR t 5 FTC. TRANSITION FROM TRANSPORTATION SERVICES O ~ ~ ~':~;'I ~ 30" C&G TO 24" C&G
~ NEW PUBLIC UTILITIES W U
R30.0 ' ; ~ ~..R~W N CITY ALEIGH R4.0' ` 11 ~yWr
, k S HANDIC RAMP ~ R35.0 ~ END G~ R35.0 ~ ' ~ R45.0 END G~TY OF RALEIGH~~TD. = li Z
R4,0' SIDEWP SIDEWALK, MATCH EXISTING / CONSERVATION ENGINEER ~ ~ =O
~ STOP AR U R25.0' - ~ o ~ ~ ~ ` EXISTING m R179.1 R5.0 0 ~ _ ' m U
~ R30.0' ~ RIGHT-0 -WAY ~ _-=p :;~1 .71 ~A / ~ , NEW CITY NEW CITY OF RALEIGH ' : ' \ ~ Y
~l.Y ~'3 1+00 ~ ;a: ~ STD. RANI STD. HANDICAP RAMP ~ ~ a ~ ~
~ ~ i , o N55'20'48 E S 3 ~
C.O.R. STD. 30" C&G ~ ~ ~ ~ ~ C.O.R. S U ~i j ~ ~ TD r 00 a o ^ - C.O.R. STD. 30" c&c / 24 HOUR CONTACT ~ ~
J M ~ WILLIAM HAMRICK Z ~ m N
2+ : MOUNTABLE ~ C.O.R. ST[ C.O.R. STD. 5 FT.
CONCRETE U ' ; ~ CURB :8~0, . R25.0' q ~ . ~ CONCRETE SIDEW6tt~K TTO-4T4-4546 J 0 ~
E (STING I LAND TO U 4 . ' a • . ~ 5 9~ B REMOV R35.0' ,:.,';_~r.' a NE CITY NE's CITY~F RALEIGH ~
~ +J. r~ . ? STD. Ai`!I STD.`HAiVDiCAP RAMP ~ W ~ Y
R35.0' s ~ ` LEGEND STAKING ~ ~ W p
~ NEW GHT OF-WAY ~ 41'W ~ r;..-- SIDEWALK ~ ~ Z ~
_ RIGHT-OF' RIGHT-OF-WAY. _ ~ /~R O 0
a ' ;'r NEW CITY OF RALEIGH R25.0' ~ S1`6R SIGN
STAR CITY OF BALE HISTD. r S1`6R SIGN ~ ~-CURB & GUTIER 4 V ?~ww U
R T R M TCH STD. H DICAP RAMP R25.0' 30 B & GU TE , "W-£-:p.~ 45.0' EXIST( G ' o 5 TR 5 ~ TRANSIT10~~ROM \ ~ HANDICAP RAMP ~ 3 v~ N
. STD. HC RAMP N ~O TRUCK E IS11NG CURB & N A 30" C~ 30" C TO 24" \ HANDICAP Q ~ ~
G TIER T REM>~ED PRON / PARKING SYMBOL Q Q
TYPIC R30.0' ~ ) , ' , \ ~b b ~
I ~:Y ~ ° STOP BAF d" ~ ~ STOP BAR ~ ~ \ ~ RETAINING WALL Q ~ O
/ ~ 6'~ 5 FT. TRANSITION ° SS V I / " ' \ ~ ~,ti..:,' RISERS W ~
FROM 30 C&G TO '0• NEW : h- „
~ 24 C&G ~ ~ ~ BEGIN ITY OF RALEIGH S ~ RIGHT-OF-WAY ~ x ~ ~ 1 ~
5 FT. DE SIDEWALK, MA CH ~ EXISTIN ~ W
~ d' , 3.5 FT. WIDE _ ~ I i- LANDSCAPE STRIP % I. ' I % I ~a~N BY
~ I ~ o N . ~ . ~ I ' ~ APR
N Z . . X ~ I ~ C.O.R. STD, 5 FT. CHECKED BY
I jn ; ~ : CONCRETE SIDEWALK ~ JLl
~ __J~-F- c DATE
CITY OF RALEIGH 7-21-11
STD. HANDICAP RAMP Y U
Q d _ _ SCALE 1"=20'
` ~ , ~ Y ~ m ~ JOB N0.
- ~ ~ W ~ s ~ ~ : a~: • t
I :r o 10032 CAD F~.E
X 10-032-ROAD-STAK.dw
7 3~ r:~ ' 4•. ~!a i~ PLOT DATE
07 21-11
' i GRAPHIC SCALE SHEET
Bo o
~ ~ 111 O I 20 0 10 20 40 BO x
OD 0) :o Ill i I
CM10
cU?FEET ~
\~S~~~b Sb 1 inch = 20 it OF SHEETS

/ _ REVIS~IS BY
~ ~ ~ ~ _ _ 5 TRANSITIO ~.,`~~--7'"r i /G' ~
~ ~ F.E?OM 3b' PTO , ® .i/ ~ / ~ 24 CURB ~ ~ r1 , ° - ~ 4 G~B~G (TYP> ~a
~ ~ ~ ~ ~ i 1 AND GUTTER ' ~ ~ 4~,
=1, 5 TRANSITION FROM ~ ~ ~ . ~ ~ ~ ~ o ~ ~ ~ ~ i f~ ~
30" TO 24" C&G TYP. 7 , f I ~ e 6 ~g .
1 " ~ , \ \
p4 4 1 , r o ~ ~ , i . ' ' '
5 ~ ?
/ ~ R22.4' NEW ~ ~ ' ' ' •i
CIj ~ z ~ --i ~ ~ ' ~ - - -R-~W ~ r '
~ y ~ U
NEW i ~ > \ ~ r R30. a i ~ I a ~r
r ~ l r ~ ! ~ ~ r-- \ ~ s r i
R35.0' ~ - R35.0 N 'R45.0 r / f ' i - ~ ~ lllb ~ r' / ~ ~ / 31
d3 ~31dM 'I'Q ,;8 '1SIX3 R4.0 R 5.0' r 'p r / / I', / r~.,.iJ ~ 2 / / I . , ~ 30 CURB ~ R5.0 J ~ % ~
v1 R179.1' e ~ / ~ l1 , t ~ ANb GUTTER ~ „ 1' ~ / R30.0' ~ ~ ~ y-- ~ ti` ; ~ t ~ ~ -._r_ ~1 .71 30 CU~t6~ i TRUCK
~ ° W.... EXISTING', - ~ R=3 1+00 AND GUTTER ~ i " APRON j ti 1 ' ' , ~ ~ i THIS DRAWRIG IS THE PROPERTY
,,p .t ; R W o ~ \ ~ 30 CURB _ ~ ~ ,y ~ y ~ ~ ~ . ~ ~ AND GUTTER ~ ~ i ~ ~ . ---'rt ~ ~ ~ -Y" OF THE ENGINEER AND MAY
f _ - ~i-t" ~ ~ i_.._ i NOT BE USED OR REPR~UCED
a 0 ~ ~ M ~ 30" CURB ~ ~ ~ ~y _..~d ii NITHOUT HAS WRITTDI PER~IIS~~I
~ s AND GUTTER r~ _ _ 1 ~ / ~d~`- ~ ~ ~ ~ i
! ~ N ~ ! I , ~ _
v ~ r-- ~ R25.0' u ! 1 ! / ~R45.0%~ r a \ ti 30 CURB r
R35.0' P~ , P \ AND GUTTER ~ f i1 ~ ~ R35.0' r' ~ ``cP `c~ ° ° ' ~ i ,o```'ff CAROB
I ~ ~ ® NEW II ~ y
11 % ` ~ ~ r ~ R W r i / ~ . NEW ~ ~
~ R~W t r ~ ~ I( r R25A' .--''r ~ ~
~ ' R25.0' ~ ''`~.a
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F _ - ~ ti / r z - ~ ~ ~ ~ J,~ ~ ~ ~ r, 1. LA
/ .1--. _ _ ~ _ ~ ~ 1. \ S ~
M~..~ , ~ 5 TRANSITION FROA4 k
r f1 30 TO 24 C&G TYP. ` c 2. ~
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~ ~ \ r'~" v ~ ~~a~~
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~I ~ 1 r ~ i I ~ N ~ ~ ~ r' Z ~ ti ~ t I ~ ~ , ` i ,f ~ ~ , _~b-~ ~ 1 inch = 20 ft. O O ~ ~
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JttC lit f ' r~ . ~ ~ ,yj~, ~ ~ \ S '~k ~ ~ \ LEGEND GRADING & DRAINAGE ~ m Y ~ z
i° ~ rl , l ~ ~ ; ~ ~ . 0 ~ ~ ~ 0
~ ~ ~ ~ ~ _ . a~' s l ~y , A ~ r, ~ ~ ~ W ~O~'~b~ ~ x x x x x i ~ ~ooo EXIS1tNG CONTOUR w N ~ ~
~ ~ ~ V ~ ~ ~ ~ ~ 1 A \ ~ l i R~ /~J `a.`> - \ i ' ! j ~ i ~ - A \ ~ ` ~ ._..-x tooo PROPOSED CONTOUR o O ~ ~
7 f i t ~ ~ i ~ ~ ~ '4 \ ~ ~ x ~ooo SPOT ELEVATION ~ ~ O
l ~ , . i ~ ~ ~ ~ ~ b \ t ~ 1 ~ t j l ~ / ~ f~ ~ 4Oj ~'p ~ W 0 ~
~ ~ ~ ~ ~ ~ fly ~ ti ~ ~ 1 ~ ~ ! , 1 ~ ~
` ~ ~ i ~ 1, w r 6 _ - i'~ ~ ~ + HIGH POINT J
_ ~
~ ama ~ CURB do GUTTER ~ ~ ~ ~ NOTE: O . ~ ~
ALL CURB AND GUTTER WITHIN THE CITY OF RALEIGH OR NCDOT
ROW SHALL BE 30" CURB AND GUTTER CONDIRUCTED TO THE m O
SCALE: 1" = 20' HIGH POINT ELEV =345.81 , STANDARDS AND SPECIFlCAl10NS SET FORTH BY THE PROPER ~ ~ U JURISDICTION. WALL dt TOP OF WALL ELEVA110N ~ ~ ~ Y
HIGH POINT STA = 0+44.83 SIDEWALK ~ ~ ~ 3
PVI STA = 0+75.60 -
PVI ELEV = 346.14 UTILITY INSTALLATIONS ANO OTHER PUBLIC FACILITIES, INCLUDING /-s~txF"'N8 D'
A.D. _ -3.'47 SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON PROPOSED CATCH BASINS ~ ¦
K = 31.73 ALL STREETS AS SPECIFlED 8Y CITY CODE. THESE FACI1111ES ~ ~i z
' 110.0' VC ' HAVE BEEN APPROVED 8Y THE CITY OF RALEIGH AND SHALL BE ~ PROPOSED STORM SEWER LINE ~ ~ ~ p SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN ~
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO 8E situ M ~r
w w a RECORDED PRIOR TO FlNAL ACCEPTANCE. W Y ~
~ o N a ~ v? ~ ~ o TRANSPORTATION SERVICES ~owui. ~n ~ .vjr ~ W ~
360 ~ o 4 ~ ~ d 360 6O rm PROPOSED ROOF DRAIN LINE
PUBLIC UT1LI11ES 0 = ~ Q Q o
w V ~ U
Z CONSERVATION ENGINEER ~ ~ N
350 350 50 O ~ o
GENERAL NOTES oa F N
aW ~o N
t. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND RIGHT-OF-WAYS O ~ J
~ _ _ 340 340 ,~Q TO 8E OWNED, OPERATED, AND MAINTAINED BY THE PUBLIC AUTHORITY. a. ~ J
2. ALL CONSTRUCTION MALL 8E IN ACCORDANCE WITH CITY OF RALEIGH
- - - STANDARDS, SPECIFlCAl10NS AND DETAILS.
3. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT DRAWN BY LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE EXISTING UTILITIES LOCATED. JNP
330 - 330 3O REPORT ANY DISCREPANCIES TO THE ENGINEER. CHECKED BY _ 4. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL JLL
LOCATION AND DEPTH TO BE CONFIRMED IN FlELD BEFORE CONSTRUCTION. DAZE
7-21-11
5. BEFORE STARLING ANY CONSTRUC110N OF IMPROVEMENTS WITHIN ANY CITY OR
m_ . 320 1 _ - 320 NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, THE FOLLOIMNG PROCEDURES 20 SHALL BE UNDERTAKEN: AS SHOWN
~~n JOB N0.
~ M tD d CITY RIGHT-OF-WAY; CONTACT ENGINEERING DEPARTMENT FOR INFORMATION 10032
AND INSTRUCTIONS FOR DETOURS, OPEN CUTTING OF STREET, OR FOR ANY CONSTRUCTION WITHIN RIGHT-OF-WAY. CAp F>~
_.~-.w_..®wm.. i ~
NCDOT RIGHT-OF-WAY; CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS 10-032-ROAD.dw
310 ~ - - 310 0 AND ENCROACHMENTS (KEEP COPIES ON-SITE, ALSO CONTACT NCOOT DISTRICT PLOT DATE
0+5~ 1+fi0 1+50 2+00 2+50 OFFlCE 24 HOURS IN ADVANCE OF PLACING CURB AND GUTTER). 07-21-11
SHEET L MEETS
NEADOW CHASE DRIVE PROFILE
24 HOUR CONTACT C•11
HORIZONTAL SCALE: 1" = 20' WILLIAM HAMRICK
VERTICAL SCALE: 1" = 10' 770-474-4345

. g ~ ~ i I REVISIONS BY
p ~ ~Z 8 MASTER DOMESTIC/F1RE j 1 ~ ~ ~ ll~ ~ ~ '
METER, TAP, AND VAULT IN _ ` ~1 ro~~ ~
At 10'x15' COR ESMT. PER CLTY~E- - ~ N ro+ EXISTING 8 D.I. WATER MAIN TO BE $5°4914 ~ RA IGH R UIREMENTS. }DETER` ~ ~
INSTALLED BY CITY OF RALEIGH ~ ~ ~ CONVERTED TO PUBLIC WATERLINE ~ ~ Wv~
PUBLIC UTILITIES DEPARTMENT 1 ' 1 ~ ~ 1 ME RS IVIION l
I ~ ~
A NCPLS SEALED W L AS-BUILT ~ ~ _ ~ ~
' ~ 8" DOMESTICMIRE B.F.P.: a 1 1 N FIELD SURVEY AND NCPE AMES 5000 - 8 1 ~ 1 ~ 1 ~ ~
HIGH HAZARD ~ I • EtIST. FIRE ~ ~ ~ ',1 ` ~ FIRE HYDRANT r '
CERTIFICATION THAT THE W L HAS ~ HYDRANT ~ ~
~ ~ ~ ~ BEEN INSPECTED TESTED AND ~ ~ 1 ~ cH V 1
I I ' ~ tp c ~ 1~ MEETS OR EXCEEDS CURRENT ~ Rwr'. qtr ~ ~ ,
+T. ~ ~ I v
CORPUD DESIGN STANDARDS AND I I ~ ~
MATERIAL SPECIFICATIONS IS ~ , SSE LY ~ \ r ~~~\r ~ ~ ~
N TRU TION (TYPICAL) Q ~ , REQUIRED PRIOR TO COS C o
I z ~ \ DRAWING APPROVAL _ Q ~ ~ O ~ti'
o , I . „ ~ ;
. ! 8X6 ~ °k 9
THIS PROJECT REQUIRES A ~ REDUCER ~ l o C (~ICAL oy c~ '~'a~ ~ ~~s~ E.I. ~ ~ ° \ 7\` \ ~ ` ~ THIS DRAWING IS THE PROPERTY
RECOMBINATION ALSO ROW AND ti = 4 r:~ ~o. , ` ! ~ THE ENGINEER AND NAY
T 1oxt5 F TCA DEDICATION PLAT TO ~ coR / NOT ~ USED~~t REPRODUCED F~ ~ coG\ ~y\~ y ~ 2" LANOSCA METER, TAP,
- " ,,,,y~.. UTIL. ~ S TARY N H ~ ~ \ \9~\~ EXISTIN~ ` AND VAULT I 'x5' COR ESMT. ~ ~ IMiHOUT HIS INRIT@I PER1~S~aV
ACCOMMODATE PRIVATE UTILITY Rv'r - ~ ESM ~ Al ~ ; ~ 12 VAL PER CITY OF IGH ~ \ ~ REQUIREMENTS.. ETER O'
EXTENSIONS ACROSS SITE ~ ~ t t'. ~ ~ a ~ o ~p(ISTiNG ~ ti \ w ~ INSTALLED BY CI OF RALEIGH ~
n t ; r - v <<>.- / ~ ~,,,,,t,tt~ttttu„u,,, 8 VALVE ~ ~ ~ PUBLIC UTILITIES EPARTMENT ~ ~ ~ ~ METERS I~ VI~~ ~ N~E `~,o~```.`~~ CARp~ ~'q'~,a-,,,~
E OTE t., ,
~a . F.D.C. \ / ~ \ ~ ~ OAKS AT BRIER CREEK, LLC ~°~`~d ip~,
~ ~ 2" LA SCAPE B.F..: ~ DB 9954 PG 62
~ ~ .,~t ~i 1st 358.7 q G1 1 / . s\ WATTS 909 " ~ ' PIN ~ 0758-61-8893 ~ ~ ~ ~ ~ HIGH HAZA D ~ NEW AREA 12.83 AGRES _ * *
s ; 35s. t y .l- ~ ~ ~ .f _ AlI ~ ~y
yea ~r s { M ~ e ~ ~NO u~nuTY ° 1tt G•~ ~ / ~
~ ~ ~ ~.Y 20~ sr:' .r h sx cud ~ 0'~ ~ ~ ~ ~ ~ HYDRANT ~ 1. LP~P'
w EXISTING WATER UNE 38.0 usouort X18.0 T~"-- ~ aumn~ttttttuto
-~.~W~{- PROPOSED WATER UNE 3A6.0 f t i ~ r.~'
34s.o e ~ p. - s i ~ ~ EXHYDRANT ~ ~ I ` 1 ~
0 i ~ TO EX LNG ~ 533 ~ ~ ~ ~ ~ EXISIING "
v " ~ ~ ~ eLOac wAT~R ~ o-----'"'""""-""~- XS TEE ~ ~i,,~ 1~ ~ ~ ~ ~~T~? ~ ~ ~ -1 FIRE HYDRANT g ~ , - OODP BQUNDAR~, tiro ~ 7~';>r ~ 1 N b o ~
~FgtE HYDRANT ' ~3 ~ / NEW
BE 00 . " ____,'c EXISTING SANITARY SEWER UNE " \ ~1 f ~R C RIM, 335.0' ~ ~ ~ (pU ~ as ~ ~ ! ~ U " O B '1 ` ~ ~ ~ 9 W ~ ~R INV IN:324J' 8° PVG ~ ~ ~ ~rC~ i ~ ~ ~ ~ Q
~ 0~ CO,yp EO AND MANHOLE ~ ` ~ se r qtr ~Ilpq EQ . INV dUT:324.0' 8" PVC ~ ~ ~ $ ~ ° ~ a~ cr \ Z ~ ~ ~ a
NEW,Oe YEAR / ~ - REDUCER OR
SS PROPOSED SANITARY SEWER UNE ~ ~ ~ ~'~DODUir - - ~1 ` ( L ter'{ : ~ ~ ` - 20' s.s.E. ~ - - a" Pvc sAN~{PUeuc Rya Io,ux~ Frs. ~ '1R P.iM: 332.6' ! ~ I. + ~ @ ~ s ~ Q Q > " INY IN: 322.3' PV% 1'' ~ y..,~ ~ ~ ? ~q ~ ~ ~ Q ~ }
V - _ - . - J ,'`\B" PVC SAN. PU uwdf '',:1.
CLEANOUT 1 ~~a SMH - ~ - - - - a' t AIM~~gp~. 8''®PVC SAN. PUBLIC PROPOSED MANHdE o° SMH ~ iNV 1N:323~ e""1sC~C °'I ~ _ ~ RELOCATE EXISTING I ~ j~ ; ~ ~ ° ~ ~ Q ~ ~,y ~3 W y ' tc saN. tPUeuc) ~ FlRE HYDRANT ASSEMBLY ~ ~ T ~ ~ Q g
!NV IN: 327.3' a° Pvc INV iN:325.2' a" Pvc ABANDON EXISTING ~ HIND NEW SIDEWALK IN I i ,Y~2§ ' ~ T~/~' ~ ~ l ~ ~ N
c EXISTING GAS UNE 331.7' 8' R1`C ( INV OUT:327.2' 6' PV I Y OUT:32 .0' 8" PVC ,J I S'I~A. 1+4.39 SMH 8" D.1. 'EXISTING ~ ' COR ESMT. ~ ~ Iwv~/3 .s;(eAS`T ' r o , ti..~ ~ c " _ /
3„1.6 ,V , ~ ~ / GU R SPR e, ~T SANITARY MANWOLE o A ~ / ~ ~ 4~`~~`-t = C N / 1/ 1 N' ' . , ~I as W a N~
~ PROPOSED GAS UNE / , ~ / ~ INU iN:3 .6` a' P ~ % ~ ~ / ~ f / 340.22 T ~ / / / / !NV OUT: 26.4' 8" PVC / / ! ~ O .
' SMN 2i CIP / / / / / ~ PROPOSED STORM SEWER UNE ~ ~ / /~T 340.2' ~ 'I` / /
/ ~ .334.6 6 ~ ~ ; / INV U :332.3 8 PAC -
FIRE DEPARTMENT CONNEC110N ~ T / / ~ ~ ~ ~ o c T ~ B T 3 7.3 / -~!L/ / 11 . ~ a v~,.,. C ~ 1 N o
h-~~- Ro PROPOSED ROOF DRAIN UNE ~ ~ f' / / / / / / ~ / / / j ~k ~
i ~ / ~ ~ - ~ N 0 - ~ / E~ ~ \("A~ ~ / ~ ~ / ~ ~p ~ ~ O~ ~ .ham ~ ~
. ~ ~ i
~ ~ ~ ~ it ~ / BAR UNIT / ' ~ ~E'` III ~ .
f , ~ P ~ TOC: 41.5' ~ ii~~ ~~~i ~i,~ % ! % ~ ~1~, 1 a =fir W
R i'~ NEW loo T 1 ~j i ~ INV 1 ' 36.0 RCP YEAR ~0°o tn~fiT ;NV 4 ':336.8' 5 P1 ~omu~aT ~ 1// ~h ~ /j ~j ~ U~ f ,~i c p rn ~ p
nooo~ -...r, NV I .336.0 1 ' ~~5~' !N'J OUT: 336. 8" 1 .3 ' 4" ~ ~ ezisnrao roo ~ New,go rE :EN t40 tE /j / 1 f7~~ ~r.. / ~ ~ ~ ~ i ~ H
/ n 10'° ~k ~~,,,,..,,~~ww YERJt RCS UNIT FlW° tIWT . i / ~ ~ l / ~ E.I f ROODWAY 60UNPARY N ~ U
,7,+~ ,y NEW 1tl0 TEAR ~ I i:$';N:y:.: };':S't''tvJ'~'~';:•.•, fL000 llMIF ~ /J ' \ \~9~/p ry~~ ~ ~ //~j/\ ~ ~ ~,~i~ E/ I' ~ ~ ~ ~ ~ FS 533 W W
~ /L SAJH ,ti. RIM: 342.8' r` ~ '~~'qti ~t,, ! fir/ ~ ~R Fs~ S,~{'' ~ - ~ I SM~ o ~
i \ IINV OUT: 335.6' 8"PVC F .^~UFFEk ~j/ / / /"J RIM: 33. ~ ~ Q \C / /~j / f +l, 1 >r ~ f ~ I INV IN: ~ ~
345,0 ~ w ~ ` ~ / ~ / ' / ~ ~ ~ I INV fN, ~ ~
X5.0 20 ~ /rJ / ~ f//~,~ ~ o(/~ I INV IN: o
8
00 9 °~a A4
4th ~ _j
~ r,1 I qr r ~ l , , a'' '~1 /
UTILITY INSTALLATIONS AND O1HER PUBLIC FACILITIES, INCLUDING w
Channel Re ort Channel Re ort 370 370 p p ALL CURB AND GUTTER WITHIN THE CITY OF RALEIGH OR NCDOT SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ~ Y
_ - _ HydraBowFxpressExtensionfarAuCoCAD~Cim130"2009 byAufodesk,inc Wednesday,Ju1202011 HydreFlOwEzpressExtensionforAutoCAO°Civit3Ga2009bykutodesk.Ina wednesday.Ju1202011 ROW SHALL BE 30" CURB AND GOITER CONDTRUCTED TO THE ALL STREETS AS SPEgFlED BY CITY CODE. 1HESE FACILITIES ~ ~ STANDARDS AND SPECIFICATIONS SET FORTH BY THE PROPER HAVE BEEN APPROVED BY 1HE qTY OF RALEIGH AND SHALL BE W
SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN p: JURISDICTION. APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE
Gutter Spread A Gutter Spread B RECORDED PRIOR TO FINAL ACCEPTANCE. ~ ~ ~ ~
Gutter Highlighted Gutter Highlighted 360 360
Cross SI, Sx (ftlft} = 0.02 Depth (ft) = 0.20 Cross SI, Sx (ft/ft) = 0.02 Depth (ft) = 0.15 TRANSPORTATION SERVICES Q Q
Cross SI, Sw (ft!ft) = 0.04 Q (cfs} = 2.830 Cross SI, Sw (ftlft) = OA4 Q (cfs) = 1.310 PUBLIC U11LIlIES ~
Gutter Width {ft} = 2.00 Area {sgft) = 0.68 Gutter Width {ft) = 2.04 Area (sgft) = 0.34 Invert Elev (ft) = 100.00 Velocity (ftls) = 4.16 Invert Elev (ft) = 100.00 Velocity (ttls) = 3.82 NCDW PEA dW Q~
Slope (°k} = 2.86 Wetted Perim (ft) = 8.20 51ope = 3.61 Wetted Perim (ft} = 5.65 DWQ PERMITS REQUIRED ~ y W ~
N-Value = 0.011 Crit Depth, Yc {ft) = 0.28 N-Value = 0.411 Crit Depth, Yc (ft) = 0.22 SEWER TAP TO. SEWER TAP TO EXISTING MANHOLE FOR BUILDINGS 200 CONSERVATION ENGINEER LL
Spread Width (ft) = 8.00 Spread Width (ft) = 5.50 350 350 AND 300 Calculations EGL (ft} - 4.47 Calculations EGL (ft) - 0.38 AND 300 = ~ ~ Q
Com ute b : Known Q Compute by: Known Q p Y J_V
Known Q (cfs} = 2.83 Known Q (cfs} = 1.31 EXISTIN ~ ENCROACHIvfEr GR FW ENCROACHIVIENT FOR CUL-DE-SAC CONSTRUCTION U
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EXTENSION OF EXTENSION OF SEWER wrrH BORE AND JACK TO SERVICE GENERAL NOTES ~ O ~ N
340 - _ _ _ 340 9UILDINGS 500, BUILDINGS 500, 600, AND 700 W ~
RIP-RAP DITCH 1. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND RIGHT-OF-WAYS ~ ~ ~ N RIP-RAP DITCH OVER CTfY OF RALEIGH SANNTARY TO BE OWNED, OPERATED, AND MAINTAINED BY THE PUBLIC AUTHORITY. 4 ~ ~ N
SEWER EASEi41I SEWER EASEMENT
Elev (ft} Section Depth (ftJ Elev (ft} Section Depth (ft) 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH ~~r W J
COFACTOR SEWER TAP STANDARDS, SPEgFlCA110NS AND DETAILS. 1i ~ ~ J
101.00 I ~ 1.00 101.00 - _ 1.00 COIv~ACTOR SI ~ I ( I 330 330 3. CONTRACTOR SHALL CALL "NOR1H CAROLINA ONE CALL" (i-800-632-4949) AT
i LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE EXISTING U1IUTIES LOCATED. ~
~ ~ , 'i i REPORT ANY DISCREPANCIES TO THE ENGINEER. DRAWN BY
100.75 _ _ ~ 0.75 100.75 - 0.75 , 4. ALL EXISTING U11LI11ES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL JNP
~ ' , ' j LOCATION AND DEPTH TO BE CONFIRMED IN FIELD BEFORE CONSTRUCTION. (~IEq(ED BY
~ ~ 30 320 ~ 2
5. BEFORE STARLING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR JLl NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, THE FOLLOWING PROCEDURES DALE
100,50 - .,r...a..,--,---- 0.50 100,50 0.50 SHALL BE UNDERTAKEN: 7-21-11
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~ I ! ~ I ' j I CITY RIGHT-~-WAY; CONTACT ENGINEERING DEPARTMENT FOR INFORMATION SCAB AND INSLRUCTIONS FOR DETOURS, OPEN CUTTING OF STREETS, OR FOR ANY AS SMOWN
310 310 CONSIRUC110N WITHIN RIGHT-OF-WAY. JOB N0.
100 25 } _ - , - . - I _ _ - 0.25 100.25 _ _ - - - - - _ - 0.25
NCDOT RIGHT-OF-WAY; CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS 10032 AND ENCROACHMENTS (KEEP COPIES ON-SITE, ALSO CONTACT NCDOT DISTRICT CAD FlLE
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- - - - - - -0.25 99.75 - - - - - - -0.25 SANITARY SEWER PROFILES 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 SCALE: 1" = 40' HORIZ. 24 HOUR CONTACT
1" = 10' VERT. (IN Fr) WILLIAM 'HAMRICK Cml2
Reach (ft) Reach (ft) 1 inch = 40 fh 770-474-4345
OF SHEETS

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FLOOD PLAIN INFORMATION TAKEN FROM CITY OF _ ~ , , ~i~i''i ~Z
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RALEIGH FLOOD STUDY 540, REVISED 10 10 2010. ¦ _ , ~ \ ~ :,a t, /f/,, ~ / / 1 ~~//?i/F %'r? / 1 ~ o ~ J
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1. THE DEVELOPER, BUILDER, AND/OR PROPERTY OWNER, IN CONJUNCTION WITH THE CONTRACTOR SHALL PREVENT ALL INCREASED g, PROPOSED GRADES ARE FNISHED GRADES. 3J
RUNOFF FROM THE PROJECT SITE FROM DAMAGING ANY ADJACENT PROPERTIES.
9. ALL STORM DRAINAGE PIPING TO MEET NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CITY OF RALEIGH REQUIREMENTS AND 2. THE LENGTH PROVIDED FOR ALL PROPOSED STORM DRAINAGE PIPES ARE APPROXIMATE. THE CONTRACTOR SHALL FURNISH SPECIFICATIONS. NTS AND
AND INSTALL ALL REQUIRED PIPE SO AS TO ADEOUATELY ACHIEVE THE INTENDED FUNCTIONS OF THE SYSTEM. DRAWN BY
10. IF REINFORCED CONCRETE PIPE (RCP) 15 USED IT SHALL BE NCDOT STANDARD CLASS III UNLESS OTHERWISE NOTED. APR
3. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS ONLY AND MAY NOT DEPICT ALL THE EXISTING UTILITIES OR THE ACTUAL SIZES AND MATERIALS OF THE UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR SHALL FIELD 11. CONTRACTOR SHALL REGRADE AS REQUIRED TO DIRECT FLOW INTO COLLECTION AND DROP INLETS AND FROM DISCHARGE CHECKED BY
VERIFY THE LOCATIONS, 51ZES, AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION OR EXCAVATION. HEADWALLS TO WATERWAYS. RH
ANY DEVIATIONS FROM THE LOCATIONS AS SHOWN ON THESE PLANS SHALL BE REPORTED TO THE EN(~NEER IMMEDIATELY AND DATE
CONSTRUCTION HALTED UNTIL ENGINEER'S AUTHORIZATION TO PROCEED. ANY DAMAGE TO EXISTING UTILITIES RESULTING FROM THE 12. MAXIMUM CUT/FILL SLOPES SHALL BE 2H:1V. CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REMEDIED AT THE CONTRACTOR'S EXPENSE. 7-21-11
13. FILL EMBANKMENTS MALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE LAYERS NOT TO EXCEED MORE THAN SCALE
4. PRIOR TO THE CONSTRUCTION OF ANY PROPOSED UTILITIES, THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVA110NS SIX (6} INCHES IN DEPTH FOR THE FULL WIDTH OF THE CROSS-SECTION, INCLUDING WIDTH OF THE SLOPE AREA. NO STUMPS, 1" = 60'
OF CONNECTIONS TO EXISTING AND PROPOSED STRUCTURES. ANY DEVIATIONS FROM THE LOCATIONS AND ELEVATIONS SHOWN ON TREES, BRUSH, RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED IN THE EMBANKMENT. EACH THESE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY AND CONSTRUCTION HALTED UNTIL ENGINEER S AUTHORIZATION SUCCESSIVE SIX (6) INCH LAYER SHALL BE THOROUGHLY COMPACTED BY A SHEEPSFOOT TAMPING ROLLER, 10-TON POWER ROLLER,
TO PROCEED. PNEUMATIC TIRED ROLLER, OR OTHER METHOD APPROVED BY THE CITY/COUNTY ENGINEER. EMBANKMENTS OVER AND AROUND )LEER, .JOB N0.
~E 24 HOUR CONTACT 10-032
5. THE CONTRACTOR SHAH CONSTRUCT ALL STORM SEWER MANHOLE RIMS IN PAVEMENT AREAS FLUSH WITH AND AT THE SAME ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND THOROUGHLY TAMPED AND COMPACTED AS DIRECTED BY THE SLOPE AS THE FINISHED PAVEMENT. THE CONTRACTOR SHAH ADJUST MANHOLE RIMS AS REQUIRED. CITY ENGINEER OR HIS/HER REPRESENTATIVE. WILLIAM HAMRICK cAO FlLE
??0-4?4-4546 10-032-GRAD.dw PLOT DATE
6. FLOOD PLAIN INFORMATION TAKEN FROM CITY OF RALEIGH FLOOD STUDY 540, REVISED 10-10-2010. FOR BRIAR CREEK PARCELS 202/204 14. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL BY THE CITY OF RALEIGH OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY 7-21-11
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YEAR FREQUENTLY RETURN STORMS. THE PRIMARY SPILLWAYS HAVE CAPACITY TO CARRY THE FIFTY (50) YEAR RETURN DEVELOPED TO 25 YEAR STORM. RUN-OFF. CALL" 11-600-63E-49491 AT w 0 30 80 120 2+0
16. 24-HOUR CONTACT. WILLIAM HAMRICK [phone] LEAST 46 HOURS PRIOR TO Cm13
MOBILIZATION TO HAVE
17. REFER TO STORM SEWER SCHEDULE ON SHEETS EXISTING UTILITIES LOCATED IN FEET
OF MEETS 1 inch = 60 ft

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• ~ / / / / / /T I I T~ 3 . ~ 5 / _ I _ ~..1 - 15 AND 18 S - I / :340.2 / I Z JD 18" STORM PIPES CAN BE HDPE OR RCP PROPOSED sroRM sEWER uNE APR sra~ a~oa ~r CHECKED BY
- - ~ / - » ~ , _ / / _ ~ I _ 24 AND UP M UD UP MUST BE RCP RH
U :334.8 8 D , / - - - . - / r - - - ~ ~owul ~n oro s~cnaN DATE
f ~ / _ ~V U :332.3 8 P C ~ I / -Z . . - _ E~ Cl~ I ~ PROPOSED ROOF DRAIN l1NE 7-21-11
/ / / / / ~ 1 '7~ , / _ FLOOD PLAIN INFC .AIN INFORMATION TAKEN FROM CITY OF scA~E
_ ' ' A I ~ I --1_ _ ~ ~ _ - I y 1 _ / ~ / I` ~ _ _ _ _ _ r
~ - - / - . < . ~ , r r RALEIGH FLOOD S y i / ~ rL00D STUDY 540, REVISED 10/10/2010. 1" = 20'
/ / / 7 / l / / ~ I I ~ ~ •I I / / ~ o 3 ~ I / / / / / ! - FOR BRIER CREEK Z4 HOUR CONTACT X06 No. R CREEK PARCELS 202/204. WILLIAM HAMRICK 10-032
I ~ I / / r. / / _ ~ ~ I / / / / / ~ fl I I I / - ~ / / /
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~ r it / I / ~ I / _I 1 1 / / / / ~ / r 1 _ _ - ~i / I I I / /
r ~ _ / / ALL CONSTRUCTIO 10 YEAR WSE - 344.86 / ~ I / ~ \ ~ ~ - J / - ~ r r ~ .•t. r / / yTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY PLOT DAZE
i R 10 YEAR STORAGE VOWME - 3.197 C_F. / ~ ~ ~ ~ ~ III I 1 ~II ~ ~ ~ / i ~ nF RDI FIGN CT~N N CT~N~ARII'; ANTI ~PF(:IFIC:ATiI'tN~ 7-21-11
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/ I SE SHE C- FOR TAI PL ~ / / I l , 20 0 10 20 40 80
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TO INV 1 3 .0 C 6 FOR INSPECTION PRE ZION PRIOR TO ISSUANCE OF GRADING PERMIT
I 4 ( IN i~r)
INV 4) ?'124" RCP i 1 inch = 20 ft. OF SHEETS
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`v I I r ~ i ~ I I ? t t ~I\ t i ~ ~ CATCH BASIN t ~ r ~ I \ i ~
I r ~ 353.00 .14 I ` \ i " - - I C.O. RALEIGH .30.01 r I \ t ~ ~ ~
i J ~ ' ~ CATCH BAS / r C.O. RALEI STD. I . - 6 / " - I - / ~ \ HEADWALL IT OFD ~ TREE ` ~ ~ \ ~ , \ 1
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~ ~ ~ / a / N I I \ , ~
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~ P m r t I t t CATCH BASIN ~ ~ , ~ ,h..: t ~ t ' , 1.11 ~ ~ \ ~ ~ ~ \ E
I ! ~ t . t I ~ TOP i r I a. 1 ~ i t \ l ~ I I t t ~ ~ I r ` ` ~ TNIS DRAWING IS THE PROPERTY
I r ~ A, . t I ~ , _ - 1 OF THE ENgNEER AND f~AY
S~~~H - - - ` - - _ NOT ~ USED~OR REPRODUCED
I r t \ \ r ~ ~ \ ~ ~ t - - - - WITHOUT HIS WRIT(EN PERI~S~ON
3 ~ ~ u. ~ I I I r ~ ~ ~ , ~ t , I ~R~V ,C~V ~ N
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r ~ r r ~ / \ I r i C.O. RALEIGH . 30. ~ ~ ~ .~x~, ~s ~ - 1
~ ~ ~ ~ ~ ~ INLET t \ • , O ~ ~ ~ ~'s~ ~ 5 ~ V
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ro r ~ ~ \ 1 ~ ~ ( ~ n s s < ~ 54. = 1065
{ m ~ h ~ A ~ W ~ ~ ~ ~ \ ~ ~ C.O. R GH STD. 30.01
~ I D e' Pvc r t\ CATCH B N F- Ro / I I / \ \
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1 ~ T' ~ \ ~ ~ ~ 1 ~ , / ~ / \ ~ ~ ~ r C.O. AIEIGH STD. 30.01 _ _ ' .,T w N ~ ; ~
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I ~ t ~ N CATCH BASIN i ~ 1.6 ~ 1 , I I 5 \ ~ C.O. RALEI 30.01 -
4.00' ~ ~ ~ / I \ ~ CATCH eA~ 1.7 ~;r _ _ - - - - ~ o p
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CA. RALEIGH STD. 30.05 ~ 1 ~ ~ , I C.a RALEIGH S1D. 30 ` ~ ~ \ I M MANHOLE i 1 r 1 ~S?t ' ~ I STORM MANHOLE \
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\ ~ ~ ~ r t ~ t ~ ~ \L ~ I t - :0. RALEIGH STD 30.05 ~ 0~ FENCEEN V W 3 ' 1.2 STORM MANHOLE + ~ ~ o.
3 ? \ \ / , " ~ _
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\ \y ~ r 5 ~ ~ i \ 2 I i ~ RETAINING ~ Q L
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INV IN: 342.4 8 PVC DROP \ y \ ~ , „ - - - - \ ~ - - \ ~ - PROIECTiON ~ / ~ ~
INV OUT: 342.1 8 PVC F ~ _ ~ _ \ { EXISTING FEN(
8 ~ _ .o: sH-510. ~ - ~ ~ p , ~ ~ DITCH ~ ~ - - - _ ~ ~ PN ~ ~ x DROP IhN.ET ~
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~ _ _ _ _ _ - - ENERGY _ DETENTION POND1 Ro Ec 1 1 EASED N~~F~FR ~ ~ .1. r/ ~ J
s , _ _ . - ~ DISSIPATOR - LE®END GRADING & DRAIN \ ~ L ~ ~ C,~RAl.pgi STD, 30.03 10 ,Y~AR WSE = 338.39
v \ ~ ~ ' NORM 1g1WHOLE i \ ~ 1~1' YEAR STORAGE VOLUME = 6,590 C.F.
~ 1000 IXISTING CONTOUR \ l~ ~ ~ BZ ~ ~ \y 8 , ~ \ \ Z IM: 343.5 ~ IN: 327.3' 8" PVC /15 YEAR WSE = 338.67
togo PROPOSED CONTOUR ~ ~ ~ ~ ~ r , i A ~ ~ ___1 - ~ , IN•V IN: 331.7 8 PVC ~ ~ ~~rT.OR~~.C~UME = 7,527 C.F. DRAWN BY ' INV OUT:327.2~~ ~ --T-~-~ ~ EE H c 22 oR~,L~s APR
RIM: 349.0 - F,6- - ~ r ~ ~ , o OT ELEVATION ' ~ \ ~ - I N V ~ OU T: 331.6 8 P ~
y \ G ~ IN :336. P`J~~ r \ ~ ~
„ \ r - - ~ ~ IPd~t OU~336.~ 8 ~ ~ \ r ~ ~ - ?
/ i ~ ~ HIGH POINT ~ ~ / + / ~ ~ i ? ~ 1 _ - , ~ ~ ~ ~ ~Z- ~ ~ _ ~ ~ ~ , ~ DATE
\ - ~ H - ~ _ ~ \
- _ ~ CURB do GUTTER . ~ ~ ~ - , ~ ~ / / / , r i n
~I. ELEVATIONS ARE ASED ON NAVD 88 DATUM • GREENWAY TREE 1" = 20'
B F R FLOOD $E$ $HE$T C ~9 O CONSERVATION AREA
W~L ~ TOP aF wALL ELEVAl1oN FRIHGI! DISTURBANCE PLAH 3 ALL RIPRAP TO BE CLASS 1 N0• 10-032
PRIMARY TREE CONSERVATION CAD FLE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY z RAMP RI9R5 » If AREA - 20 FT. WIDE NEUSE 10-032-GRAD.dw
F RALEIGH STAN ARDS AND SPECIFICATIONS - 15 AND 18 STORM PIPES CAN BE HDPE OR RCP 0 D RIPARIAN BUFFER, ZONE 2 Z4 HOUR CONTACT ~.OT OATE
PROPOSED cnTCH BASINS - 4" AND U P MUST BE RCP o -2 WILLIAM HAMRICK 7_21_11
w~ m,
YKIMAKT IKtc !lV~4l4 43ga
PROPOSED STORM SEWER UNE INSTALL TREE PROTECTION AND CALL WALT FULCHER [phone] CONSERVATION AREA - 25 SHEET FT. SHOD-2 YARD GRAPHIC SCALE
,w,,=L ~ DWV ..r MP FOR INSPECTION PRIOR TO ISSUANCE OF GRADING PERMIT FLOOD PLAIN INFORMATION TAKEN FROM CITY OF ~
x,15 zo o ,o 20 ,0 so
s ~~=nm RALEIGH FLOOD STUDY 540, REVISED 10/10/2010. •x-x-xIm PROPOgD ROOF DRAIN IJNE NO ENCROACHMENT ALLOWED IN RESOURCE MANAGEMENT PROTECTIVE YARDS FOR BRIER CREEK PARCELS 202/204. •X- X- X- X- • TREE PROTECTION FENCE
( IN FEET) OF SHEETS

_ _ ' / , / r `1 r RE1~SIgJS BY
~ _ - / / / - - - - ~ III ~ 1 r1 ff
/ / / / ~ / / / /
/ / ~ 10 YEAR WSE = 344.86 ~ ~ ~ r r f
~ ~ / - _ ~ ~ 10 YEAR STORAGE VOLUME = 3,197 C.F. \ - f
/ ~ L ~ E = 345.25 \ \ ~ \ _ _ 1 I
/ ~ LS D 3 ~ ~
~ e ~P - _ d , ~ , ~ SE SH C- FOR TAI P ~ ~ ~ ~ 11 11 „ f
- - / - - ~ ~ 4 RIP-RAP - _ -L To . f RIP-RAP ~ ~ \ ` \ ~ 1 11 "
~ - _ _ _ , _ ~ v OREBAY 1 41:336.8 ~5 OREBAY ~ 1 ~
~ - X S DED „ - - - - - - w, WALE ,1 1 ~~6. 181
~ ~ PVC . } i ~ ~ ~
~ ~ 4 ~ ~ _ .•1'.. 1 ~ ~ PROTECiTIDrI - CFO. .01 1 /1 ~
1 ~ FENCE / py~ ' 4 _ _ e. .•.r.~.~r;
~ ~ ~
..~Y•
v P ~ , ~ ~
1 ~ eel ~ , / ~ ~
\ ~ A ~ THIS DRAWING IS THE PRO~RTY
1 -o P G - ~ - I ~ ` ~3 ~ \ ~ ` \ 4 ~ ~ ~ ` ~ - ~ THE ENaNEER AND f~AY
- i - 1 r - , ~ • NOT ~ U~D OR REPRODUCED
~ 5 - I ~ ~ ~ S7 _ _ _ ' ` WIiIlOUT HES Y~ITfEN PERf~S~ON -
~ ~ T i P 5' 1 ~ G
~ g2 9. x , 1 ~ 1 ' ~ 10 ACCESS , \ , ~ \ ~ \ / / \ ~iF a
1 A z. } P / I. ~ , , _ EASEMENT , x
_ ~ x 1 _ A
1 _ g2 ~ x `
} ~ " - C.O. RAIdGH.STD. 30.0
CATCH BASIN ~ ~ - - _ _ _ 8 DRAMI 351.41 - INV,, 32.4 rf~i y ` , , , , ~1 , 5
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1 s - - q r
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. , ~ ~ ~ ~.0. RALEI(~I S1'D. 30. oREBAY 1 ` r CA1t~T BA~It - - - _ ATRIUM~?, r x x t1~'~ I r rr r / ' / / \ \ ` ~ 4.'M1..,` ~ II,I111,1111,
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6 + ~ ~ ~ CATCH BASIN
~ 3.2 ~ ti . ~ 6 0 - ~ r ' I r:
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- ~ _ e ~ - - \ 5 4~ O 18.
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57 Q ~ O, ~ ~ ~ _ _ C.O. ALEI STD. .0 ~ ~ ~ ~ ~ I I 1 1 U~''~
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C~ ~ ~ . ~ 5 - - - - - - - 3' DROP ~VLET C 5 \ ~ \ ~ \ \ / / r CATCH BAST ~ o ii =
~A ~ 1 ~ 3.9 » ors ~ / TOP 352 3.~ _ 1'S,. W~, ~
LED ND ADING & GE ~G ~ E GR ~ a+ IN 3 ` o ~ 1 R T
- _ ~ 1, ~ - , - ~ \ /
1000 EXISTING CONTOUR ~ ~ ~ J ~ -
- ~ tooo PROPOSED CONTOUR ~ ,
~ \ ~ ~ ~ ~
1000 SPOT EU:VATION "f - ~ \ aasn~ veaPOSm
\ P ~ ' ~ \~R ~ a oc z
7 , , - - - C3$ ~ ~ J
f- + HIGH POINT ~fi 3 ~ , 3, ~ ~ ~ ~ ~ P
CURB ~ GUTTER " ~ ~ ~ ' ~ ~ ~ ~naae arty ~ ~ ~ ; ,t i;~ ~ . 5T
< „ ~ ~ 3
~ t
RETAMtl116 ~ ° ` Q ~ \ 3. WAU. do TOP OF WAU. ELEVATION ~ \ \ ~ Z m =
11 ~
SIDEWALK ~ 8 ` ~ ',RD \ \ 1 ~ ..y ~.f` i.' ~
" ~ 5 PROPOSED CATCH BASINS y~ - ' ~ ~ ~ ~
oasts wws - _ _ _ _ ...r • s . . _ -
PROPOSED STORM SEWER UNE ~ O ~ ~ ,4 \ O
sra+~ twNate ortaa rxET ~ ~ ~ 36 ~
~ ~i s P , ~ ~ .F.`s
~vui a~wm Qo sa~ai+ ~ ~ ~ T
~ i• ~ no PROPOSED ROOF DRAIN UNE - - " - ~ : , s ~ ~ ~ U 4. , ~ ALEI 30.03
OP INLET ~ ~ d"
7 ~ _ ~ Of 015NIIffiAh~ ~ _ _ _ ,R ~ . ~ W ~
~ ~ NO ENCROACHMENT ALLOWED IN RESOURCE ~
ALL RIPRAP TO BE CLASS 1 ~ ~ MANAGEMENT PROTECTIVE YARDS ~ ~ 8
~ ~ ~ ~ 1 ~ C ~ ~ 0 1 ~
~ 6~, ~ 8
t: 0
2 24 MOUR CONTACT V R A N A T M ~ ELE ATIONS A E B SED O N VD 88 DA U 5 ~
WILLIAM MAMRICK ~ ~ ~ ~ ~ ' ~ qT 8 4.1 \ DRAWN BY
~ - - , , \ APR
~ ~ ~A TREE - » » ~ ~ PROTECTION ~ ~ ~ ~ s. ~ ~ t~ilEq(ED BY
15 AND 18 STORM PIPES CAN BE HDPE OR RCP o ~e >~rc~ ~ • . , ~ .
- 24 AND UP MUST BE RCP 6' ~ ~ ~ C.O. RALOGH STD. 30.03 \ ~ ~ ~ ~ ~ RH 4.7 OP INLET t DATE
LEQENa ~ ~ ~ : , ~ ~ ~ ~ \ A ~
~ ~ s. 7-21-11 \ \ SCALE
FLOOD PLAIN INFORMATION TAKEN FROM CITY OF vARIAeLE WIDTH ` ~ ~ . , . \
GREENWAY TREE ~ ~ ' ' . ~ ~ ) ~ \ JOB NO.
RALEIGH FLOOD STUDY 540, REVISED 10 10 2010. C~ISERVATiON AREA ~ ~ _ 6 n G ~ ~ ~ ~ ~ ~ . \ 1/OA-0[3[2
FOR BRIER CREEK PARCELS 202 204. ~ G • ~.I~ ~'yY : • ~ r4 ! \ ` ~ ~ e : \ CAD FaE
z PRIMARY TREE CONSERVATION ~ ~ ~ ~ ~ \ 10-032-GRAD.dw
AREA - 20 FT. WIDE NEUSE ~ ~ P RIPARIAN BUFFER, ZONE 2 1 i~ v~ PLOT DAIS
~ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY ~
OF RALEIGH STANDARDS AND SPECIFICATIONS PRIMARY TREE SHET
r CONSERVA710N AREA - 25
FT. SHOD-2 YARD
s INSTALL TREE PROTECTION AND CALL WALT FULCHER [phone] SEE SHEET 0=20 F FLOOD 0 \ cr+ ` C-16
FOR INSPECTION PRIOR TO ISSUANCE OF GRADING PERMIT •x-x-x-x- - meE ~o~cnaa rtrce PRINQL~ D/8TURBANC LAN
O SHEETS

~ ~ ! ~ C
i ~ i 1 1 t ~ X ~ e t ~ / I I I , ~A
~ ~ f I I ~ \ Q \ ~ / ~ f 3 ~ f / f ~e~e~A~'~C / ~ / ~ J~ , f . RE41SIadS BY / ~ `s/~ / / LEGEND GRADING & DRAINAGE o\ e \
z ~ ~ / ~ / / EXISTING CONTOUR
~ i 5. 8 VC _ ~ , ~
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- ` e ~ ~ / i ~ , ~ ~ / ~ \ E PROPOSED
ti 4 k . / ~ \ ~ _ , i ~ r r r $WALE
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~ ~ ~ x;' ~ i 4 ~ \ IHQ! DIS~TC! B~~rN.C~ 11A~~'
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1 r ~ C.O. RALEIGH STD. 3a:@l, t r , e '9 ~ ` t 0' ACCESS ~ ° ~ smRw ~ ~ ~ 1HIS DRAWING IS THE PROPERTY
~ ~ , ; ` ~ t r CATCH BASIN r ~ ~ ~ X EASEMENW~ ` OF THE ENGINEER AND MAY
q y_ t , i ~D ~10N NOT BE U~~OR REPRODU(~D
~ ~ ~ e ~ ~ d ~7 r ~ d ~ i \ \ - 4.1 ~ ~ PROPOSED ROOF DRAIN UNE W11~UT INS WRITTEN PERIWS~ON 1 ~
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I r r " i r ~ \ < \ e e ~ 1 YEA WS~//= 33 4 / f / t ~ ~ ~ ~ o ~
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\ i t i ~ \ \ 1 f w a SCREEN SPR FADER 2 I SEE SCiE C- R TAI t O O ~ " ~ .0. RALEI STD. 30. FENCE ~ ~ O ~ ~ ~
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_ , LEGEND a ~ W t ~ ~ ~ ~ W c
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\ \ \ ~h ! \ ~ ~ ~ \ ` ~ VARIABLE WIDTH ~ ~ ~ Z
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4 ALEI 30.Q3 1 ~ ~ ~ ~ ~ ~ ~ 6 y y 1 Q li Z
w OP INLET ~ t ~ r - - - ~ y ti X- X- X- ~ TREE PROTECTION FENCE / ~ ~ ~ ~ 1 1 ~ i i w ~ V O
_ ,
\ \ , TR M - ° • ~ 1 1 I _ v \
w 1 ~ 1 l I I \ \ ~4. 1 t ~ .0. RALEIGH S f ~t. 30. i ~ 3• ~ ~ ~
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C.O. RALEIGH STD. 30.03 ~ ~ ~ ~ 1 \ ~ :I I,1 o l/ e o0
59. OP INLET ` ~ \ ~ . 1 ~ 3. ~ ~ ,\/j~\ I d V y ` e , / / / ~ Q ~ W
4.7 a 59. , ~ ~ 1 a ~ A
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y ' , e OF dSRlti@ANCE q{Et~(m BY e~ ~ ` ee I ~ J ~ RH
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t S 1 ~r 1 t H ~ - ~ 44. ~ C.O. RALE e r C.O. RALQGH S ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ e ~ ~ J DALE
1 I ~ ~ \ I DROP INL 1 \ \ C.O. RALEIGH STD. 30.01 I DROP INLET ,l t i r 7-21-11
1 f \ CATCH BARN ~ I I 3rµ I 4.9 JJ ~ , j , ~ ~ SCALE
F 1 ~ T .1 I I I LOOD PLAIN INFORMATION TAKEN FR oP .so ~ JJ c Sul ' I J ~ 1" = 20'
\ ~ ~ - ~ o~ 1 0 ~ RALEIGH FLOOD STUDY P uM ATRIUM ATRIUM \ I J ~ ,fit T f JOB NO.
540 REVISED 10 10 2010. D ~ ~ D DR IN \ 1 ~ 7 \ 1 i • ~ ~ ;~y T• ~ 10-032
FOR BRI R iM ~ I E CREEK PARCELS 202 204. RIM RIM P 1, I I I ' , - ' _ ~ j1 5 ~ caD FILE
4 I ~ J S ? ~ I'~ 10-032-GRAD.dw
~r1 t P , I
45. A I I P+/1A1('~TI'11 I/'~TII1~1 nl 1 A 1 I nr ~ nnnnn . ?rnr- unTr ~ . ~ . c. _ I ! y ~ . rW \ ~ ~ ~ I ~ n a \ ~ ~ \ ` PLOT DATE
ALL I.VIVJ IRVI.IIVIV -)MALL at IN Hl.t,.UKUHIVGt wi m ALL t;i I T ALL RIPRAP TO BE rl \ 7-21-11
OF RALEIGH STANDARDS AND SPECIFICATIONS 0 SHET
24 HOUR CONTACT
INSTALL TREE PROTECTION AND CALL WALT FULCHER [phone] - 15"' AND 18" STORM PIPES CAN BE HDPE OR RCP WILLIAM HAMRICK C'1?
FOR INSPECTION PRIOR TO ISSUANCE OF GRADING PERMIT - 24" AND UP MUST BE RCP ELEVATIONS ARE BASED ON NAVD 88 DATUM fUM w 770-474-4346
\
{ r1 1 F~' OF SHEETS

i~
RE4ISIONS BY
B4 85 B6
63 380
380
- - _ _ - _ _ _ _ o _ _ - - - _ _ _
_ - - - _ _ _ _ - _ _ a _ _ _ _ - _ _ - _ _ _ _ ~ - _
- _ _ - --4 t? . - - - ~
_ - - - - _ _ _ _ _ 370
370 _ - _ _ - _ - _ T _ _ar-- _ _ - x _ _ _ _
- _ -
- ~3
- - _ ~ - PROPS-E D _ - ti N ~
- - _ _
360 _ - - _ - ~ _ _ - _ _ _ _ - _ _ - _ _ _ _ - :360
_ _ _ - _ - _ - _ E)gSTIN6 6RAOE - - _ _ _ _
_ _ _ _ - foo ~R ~w- _ - - _ EtEV.351.43
_ {PU~,16} _ _ _ ~ _
~o-~~
350 _ - _ _ _ . _ _ - _ - _ - _ _ _ - _ _ - 350
t 1 " . - _ _ _ - . _ - - - - Tt1S DRAI~IG IS THE PROPERTY
l I - _ - „ _ - f I _ - - - _ _ _ _ - 32 LF 24»_R~ - _ ~ THE ENaNEER AND MAY -
- _ _ - ~ - ~ ~ _ ~ iF Z~ Rc~ - =205-LF z4 - ~ s» R~ 0 2.7sx NOT 8E USED ~ REPRODUCED _ - - - - INV. 345.75 WI11~UT WSS Mi>~TIEN PERf~ISSbN
_ _ - - ~..~~=Rte----'~ _ _ - - 4.1.40X t - _ _t5' RCF--- - - _
340 _ _ _ _ _ _ e- . _ - - 4- - - _ - --------3441 344.12 _ _ _ - - _ 340 - -
_ _ _ _ - ~-RAP _ _
_ - _ _ _ _ _ v _ _ - - - - - - Essig
1 _ ~ _ _ _ _ - M
_ - - 7- - . - - - - _ - . ~ M - _ _ r- - - - _ _ _ _ _ ~ - - M
- a--ac aVC - _ - _ 330 _ tNV -333.5 - _ - - . _ , _ _ _ - M _ M 330 S
M F-M o_ -
M > v z z
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DETENTION P0ND1 ALL RIPRAP TO BE CLASS 1
10 YEAR WSE = 338.39 N"nr
10 YEAR STORAGE VOLUME = 6,590 C.F. +,~mw W ~ c«~~
25 YEAR WSE = 338.67 ~ m
25 YEAR STORAGE VOLUME = 7,527 C.F. 1.5 1.6 ~asa~3oo~W
1.4 380 3so as m W~
o~~-~ CJSa
_ . . _ _.__..T_ _ _ . _ _ _ _ - _ _ a ..T _ _ .T _ M
_ _ - - _ _ _ . _ ~w_~..._. _ _ . ~ ~ v ~ ~ ~
1:2 . _ _ _ _ - - -
370 _ _ _ - - _ _ . _ - _ _ _ _ - . n~:. - - N 370 4? ~ My ~ W 3
_ _ _ - _ C N
- - - _
- ~ _ _ -~so
_.~_m_-_~ _m..__ Q~ C a NC. - _ 4 _ _ _ _ ~
- _ 360 _ _ _ _ _ . _ . _ _ ~fl _ . _ . _ _ ~ U t) . _ . _ 360
_ WAtt _ _ _ - -
_ - _ _ _...........n_._.........._ _ . _ _ _ J~N~ Q _ _ . - ~ _ JMip~ ~ Z - - ~k _
- _ _ _ _ s~ _ _ _ W ~ O ~v
~ w : _ . . _ ~ - 350 c ~ Q 4
350 ~ _ _ _ . _ _ _ _ _ _
_ _ _ - _ _ _ EJ~NB~ING...6RA9~.. _ . , . _ _ _ _ _ ~ ~ _ s~» Rey a ~ ~ ~
_ _ - _ ~c~ ~ o - - ~ a_ _ - ~ ~ ~ Z
- . ~ , _ _ _..1221. _ 340 m ~ ~ _
340 - . _ _ . , _ _ _ _ . rno
_ _ . . _ . _a _ _ _ - _ dtfl0% _ w°~ - W _ _ ~ Q _ _ a
T _ o.t~_ _ ~ - o
_ - _ _ _ 0-t 66X _ - - - - _ _ _ - - - - ~ Q
5_ ~.._.v LEA ~ _ . _ _ _ _ _ _ . ~ _ . _ e _ - ~ o
330 __~..1,~- - _ - _ _ _ _ _ _ . _ . - ~ aa.... _ - - - - ~ . ~ _ - 330 ~ ~
_ _ _ _ O ~
~ ~ . _ _ _ _ _ _ _ _ ~ z a _ _ _ . - a T_~. W }
- . _,c - - _ _ t~ - _ _ ~ - ca ~ M - - - _ - - - - - _ _ - - - . _ . _ ~ _ 5 . _ Z..... _ _ ~Z._ Z ~ . - _ _ - - Z
_ _ . _ _ _ _ _.~ty...., . tpp O ~S ~ _ _ _ - - _ _ _ - _ V_ _ _ _ _ . _ _ _ _ _ 320 °
320 -M ?o _ _ _ _ _ _
M ~ZZ M
ZZ Z ~1> N WQ
- ZZZ W
Z FOR CONTINUATION J ~
STORM PROFILES SEE SHEET C-19 ~ m N
MATCHING STRUCTURES SCALE: 1" = 20' HORIZ. O
1"=10'VERT.
390 390 a QY
_ 1.9
_ - _ 1.7 _ - ~ - .1 1.11 ~ W ° W Z~
1.4 - _ _ _ _ _ _ - 1.4 380 _ _ - - - - _ _ . _ _ _ r_ - - - - ~ _ _ 380 380 380 ~ O W
- _ - _ _ _ --o _ _ _ - - - ~ - _ _ - ~ W I- - ~
~ ~ ~
- Q _ - _ _ _ _ _ _ _ . _ - - ~ _ _ _ _ _ - _ - - - f- _ _ - - N - - _ ~ SEE SHEET ~ "
_ - _
370 ~ _ - - - - - ~ ~ 370 370 - _ ` , 37o C-20 FOR ~ ~ o
PIPE CHART ~ a N
_ - - - - _ _ _ o~ -
. - - _ - _ ~ _ ors ~ _ - z - - - 0q S? t,~ _
_ _ _ ----VV _ _ _ - E1OSTiNf3 _ -
o E)QSTING-S;RADE _ _ _ x- _ - - _ 360
360 u~ _ _ _ _ - - ~ _ 360 360 c~~ _ - - - - - _ _ DRAWN BY
µ ~D-GRAQE - _ _ APR
_ _ _ W ~w~ _ _ n-~ CHECKED BY
- ~ x~ - - - - - - - _u. ru - _ ~ - _ _ _ - _ _ - _ _ _._~1~~~~ _ _
_ _ _ - - - ---_-1.Q-YR Hid.. . - - - 350 oa1E
350 _ - _ _ - . _ _ - 350 350 _ 7-21-11
- _ 0 _ _ _ - _ _ _ - - _ _ - _ _ - _ Lf=45" RCP _ SCALE
- ~ _ -a t.oox - _ - _ a~ € is _ 101 I,F 15" RCR - - - - - - - - LE t5"..Rf~ 1© YR M66. _ ~ Z.75f~ _ _ 1" = 20'
~ - a-1.o0x { _ - - - - - - _ 01.00% - - _ _ _ - ~.1.Oi ~ t: _ _ _ JOB N0.
340 - _ - - - - 340 340 _ - 340 10-032 -
- ~ i- ~p v M _ _ T _ _ - CAD FlLE _ • ; -
_ _ _ d' - ~ ~ _ - ~ _ _ _ _ - o ~ h o _ _ - _ ^ ; _ _ 10-032-GRAD.dw - -
. _ _ - _
_ _ _ _ _ _ - L _ ~ 7-21-11
v SHEET
7- OD. • Z_ 330 330 a 330 a 330
MME > MME M iz z j M
~ZZZ ZZ p?ZZ z z 24 HOUR CONTACT
Z?ZZ Z-?Z WILLIAM HAMRICK CM18
770-474-4346 1 ] OF SHEETS

RENSIONS BY
380 380
_ 2.~
2.~ 2.1 2.6 _ -
1 1.5 .1 .1 - - _ _ - _

380 380 370 - - - - 370 370 ~ ~ 370
o
o - _ o c _ ~ _
- _ _ _ _ _ - _ P _ _ _ _ _
- v, _ _ - _ _ _ ~ ~ - _ _
370 _ _ - - :370 360 _ 360 360 - - 360
m' - - ~ - - - ~
• c~
_ - ~ -
-o _ _ - - _ - - - _ _ _ _ ~Pe~-~AeE _ ~ - _ PRePes~~ ~Ar~ _ _ _ _ _ - 1fNS ~iAWMG IS THE PROPERTY
360 _ _ - _ _ - - - 360 350 . ~ ~ _ - 350 350 = _ - - _ 350 ~ THE ENGINEER ANO MAY
~,F f~STHr6 BRAflE- NOT ~ USED~ai REPRODUCED
E'~'f~~E . _ - - ~ _ -~B-~R H6E _ - - _ - OU IBS PER~IIS~ON
z~
- - - _ _ 0 to ~ Ha. ,uM
350 - - _ _ - _ - - - - - . _ - _ _ - 350 340 _ _ _ _ _ - _ _ 340 340 _ _ 340 ``````````~t ,1111 ARO~~~~~~~~~~i
- - _ ---~8--~fR- M~ - w~x - _ _ _ - - - _ ~t00l~ _N, C
53 Lf` t9" RCP ,
- - _ _ _
- _ _ - - - ------~e.t~-~ - _ _ - ~ . - - _ - - - - _
-s~-~ a~-~- - _ _ _ _ 340 _ _ a ~.~~c-- - _ _ - _ - _ 340 330 _ _ ,,,,t,~,__. .nn _ _ _ _ 330 334 - : - 330
~ .y _ _ _ _ . _ ei-e~-w - e~ _ - cv c~ v
_ ~ - _ - - - _ o cur - o n~~cr _ a- - : ~ ° c'w rte. ''F'oh ,,GP50~~~
- _ _ _ ~ . . - m -
_ ~ ~ - _ - _ _ _ _ - _ _ _ _ - -.t~ - _'~h,_~ fi
330 ~ _ - - - - - - _ . - - _ . _ _ 330 320 _ _ _ - _ _ - - 320 320 - ~ ~ ~ 320
~ r- o » »
o?z z z zzzz _ - ~ zzzz zzzz z ~y ~~oZ
» » z z?z zz zz M OL M€ ~Y ~ ~ w'~'~ ~<a~
C n~
MATCHING STRUCTURES ~ m N~;~~
a a °~~ay a~ ~g
• M I~ M V ~ W~y~
O ~ p F
3sa 390 ~ ~ ~ o
- _ _ - - q _ ~ ~ W y
_ _ ' _ - O - c_ . an _ _ _ - - - _
_ - ~ Q N
380 - _ - _ W a a... _ _ - 380 C e Nn
- - _ - - _ .2 - - - _ - - - - - - - _
- :1.2 _ - - : - - _ - M JON Q _ - _Mf... - q M~O Mgt Z
370 _ _ _ _ _ _ _ _ ~ - - _r~ _ - : ~ 370 ~ o M ~ y o
r _ _ _ ~ mY 0d' ~ Q
_ - - - - - ~0. p~ V W
- - - d ~ ~
- - _ - - z ' v'v ~ ~ ~
_ -y - _ - 360 - - - , _ ~ ~ O - _ ~ - - 3so ° ° ~ 1- Z
_ - V ~ ~ ~ Y _v ~ I
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a _ _ - _ _ _ _ -_a- - - ci - - - - - - * a Q
_o _ - _ _ _ - - _ _ - - - _ _ _ _ - - - - - - - o
_ _ - - _ , ~ - - - ~ d - 350
350 - _ . _ - _ _ - 0 - _ - ~
- - ~ ~ - - W
~ -
Nti _ - _ _ - _ -
- 1Q xR ~ - - - - _ - _ -
340 ~.~m - - _ 340 Z
- _ - - _ _ ~ - ~ Nfl Lf RCP _ - o t - o t.ooz V o
. ta4 . - _ : s~.~::~.- - ----0_,1.x% _ - - ~ _ _ - - - _ !A ~ W
_ - - _ - _ @-1.08%-- - _ _ _ 1NV, 337.00 - - _ : Y _ - _ _ - _ _ ~I W ~
330 _ - _ - n~~ - _ _ - _ ~ : 330 J ~a
_ _ ~-EV..~.. - _ _ _ _ _ _ - - - - - - _ _ _ - _ _ ~ ~ _ 5,.... _ - _ u _ _ _ - a : : M O N
_ ~ _ _ . p VYIIf1- - ~ _ - _ ~ N ~ PI-P- - _ - - N - - ~ - - H /y1I _ _ - _ ii ~ ~
_ - - _ ~ - T CD- _ m~N~7 _ _ ~ - _ _ _
_ - - ~ ~_Z . _ ~ - ~ _ -
320 - ~ M - z - _ - - - - _ _ _ - _ z 320 Y .Z - ~ W o
zz ~z zzzz » zz
? Z Z STORM PROFIL W Z~
SCALE: 1" = 20' HORI2. 3 oW
1"=10'VERT. FOR CONTINUATION W N~
SEE SHEET C-18 ~ N~
N
SEE SHEET ~ W ~
C-20 FOR 0 ~ ~N
PIPE CHART
t~ ~ J
~
DRAWN BY
APR
CHECKED BY
RH
DATE
7-21-11
SCALE
1"=20'
JOB N4.
10-032
CAD FIIE
10-032-GRAD.dw
PLOT DATE
7-21-11
SHEET
24 HOUR CONTACT
WILLIAM HAMRICK C'19
770-474-4346
OF SHEETS

RE4ISIONS BY
3.4 3.4 3.5 3.6
3.3 3.2
380 380
J.~ _ - - M _ _ r _ _ _ _ - ~ - - _ - o - - o
O ~ r _ _ _ ~i ~ _ _ - -
M
~ - ' _ _ z _ - ~ - 370
370 _ _ _ . - - - _ H - - - _
- _ - - _ _ _ -z _ - - _ _ _ _ _
- _ _ _ - - _ - _ - - _ _ _
_ , _ _ _ - - _ d ~ _ _ f ' - ~R4P©S~ _ a acs
360 - _ - - _ _ - _ _ - - _ _ _ 360
_ EXISTING E;RADE
DETENTION POND 3 - - _ - - - _

10 YEAR WSE = 344.73 _ . _ _ _ _ _ - - Ti~S DRAWING IS 1NE PROPERTY
i0 YEAR STORAGE VOLUME = 3.223 C.F. 354 _ 2„ _ - - _ 350 ~ . ~ _ - " ~ ~ THE ENgNEER AND MAY
25 YEAR VYSE = 345.10 - _ _ _ _ NOT 8E USED ~ REPRODU(~D
25 YEAR STORAGE VOLUME = 3,703 C.F. _ ~ 1O YS HGI. - _ - _ - - WTI~l1T I#SS W~TR1i PERNISSbN
_ -
- - - - _ _ _ - 84 tF 4S" ~ _ R - - - - _ - _ 11.4 tF 15" RCP --~-Lf ~"--RCP- _ 01.00lC _ >~t007~
340 _ - ltCR _ -0 - _ - - _ _ - 340
- `.T..... Q .t.~ . . _ _ _ _ . .
_ _ _ .~..rn
~::i ~i _ _ o.. M - _ G M _
_ ~ ~ Q _ _ - p - _ _ ~Q - _ r.
n. n r.-N _ 330 _ _ - • • - _ _ _ ~ -y - ~ - _ _ _ ~ 330 ~ tt AL
_ _ ti.~~ T---.~_____ _ fl z - - O v
_ _ ~ o?? - _ F i~ ~
zz ~ - _ ~~a _ . - ~ _ _ - u~ ' ~ ~ ~ - igmi nu~u~~~~
_ _ - _ _ _ .a _ Z _ _ _
_ _ _ _ _ = 320
320 . _ _ _ _ _ _ _ z
~y to " n r- ~I " V ~ Y °o z
SEE SHEET ~ N<Q ~
ALL RIPRAP TO BE CLASS 1 C-20 FOR a m ~ ~ ° W~
MATCHING STRUCTURES MATCHING MATCHING STRUCTURES FOR CONTINUATION ~ ~ ~ ° PIPE CHART
STORM PROFILES SEE SHEET C-19 ~ ~ ~ . o~
SCALE: 1" = 20' HORIZ.V ~ o
1" = 10' VERT. ~ ~O ~ o m ~
3.~ 3.7 8 3. m ~ N~W3
3.2 3$0 380 Y C aN
_ _ _ a ~ ~,N
_~v - _ _ - - n _ " _ _ - ~ 5
~ - _ C ° ~ n° 3.9 W a NC.
_ 3.3 _
370 _ _ v, - _ _ _ _ _ _ - 370 380 380
ear e c ar - _ ~ - - _ - - -
INLETAREA CUMULATIVE AREAS _ . _ _ _ . _ _ _ _ _ _ _ - __~L_ _ ppp J p N dN' Q _ - - O M J ~p ~ !A Z
Line IA IC Te I iQ Area C Tc I t2 Size Slo a Len ~ C Vela ' I+IV IN INV OUT _ w_ : - _ _ . - - _ _-e~ _ - - _ 5~2 _ _ _ _ Y/ J _ _ _ `o N O
ac C min inthr cfs ac min inmr cfs in % ft cfs fr/s 8 8 ~ _ - - _ -Q Q - _ _u _ U1 ~ 3 ~ _ _ 1 - - C`odr'
62-1 0 0 0 0 0 0 D 5 0 9.49 24 1.D1 7 22.73 3.36 344.37 344.34 . . - _ - . _ .._-._u.. 360 _ _ E~S11NG-t;IiADE _ ~ - 360 370 - - - 370 0 0°. o ~ z v
B3.2 0 0 0 0 0 0 0 5 0 9.49 24 1.00 44 22.66 4.46 345.01 344.57 84 3 0 0 0 0 0 0 D 5 0 9.49 24 1.00 96 22.61 5.13 346.17 345.21 - _ _ - _ _ _ _ -
- _ _ _ _ - _ PROI~D-E~RAE3E _ B5.4 0 0 4 0 0 0 0 5 0 9.49 24 1.00 205 22.60 6.15 348.42 346.37 _ _ . _ _ _ _ . _ _ . . _ _ . _ _ .
B6.5 0 0 5 0 9.49 0 0 5 0 9.49 24 2.78 32 37.74 6, 21 349.50 348.62 _ _ - . _ _ - _ _ _ ? - o _ _ ~ . y1:iNid511NfG GRADE - © o ~ ~ ~ z
_ _ _ ~ _ - - m
1.2-1 0.13 0.77 5 8,19 0.82 4.5 3.25 5 8.19 26.57 30 1.00 5 41.01 6,94 336.65 336.60 350 _ _ _ _ .P ~ - - _ _ _ _ _ _ _ _ - _ -PR8P83EB-t~tADE._ - _ 350 360 _ 360 0 ° ~
~P 1.3-2 0.3 0.84 5 8.19 2.06 3A5 228 5 8.19 18.67 30 1.00 236 41.01 5.12 339.21 336.85 _ ~ -10-YR_}iGL- W a-
1.4-3 0.4 0.76 5 8.19 2.49 2.75 2.03 5 8.19 16.6 24 0.99 95 22.54 7.34 340.65 339.71 ~ - 1.5-4 0 D 0 0 0 1.45 1 5 8.19 8.2 18 1.00 83 1D.48 6.25 342.94 342.11 _ . _ . _ _ _ ~ p - _ w._....._ to ~ Q _ p ~
1.6-5 0.53 0.66 5 8.19 2.86 0.53 0.35 5 8.19 2.86 15 1.00 122 6.45 3.93 344.49 343.27 _ - - ~ - _ - ~ ~F
- _ _ _ 91 LF t5" REP - _ _
1.7-4 0.08 0.91 5 .8,19 0.6 0,56 0,45...5 8.19 3,67 15 1.00 101 6.47 5,04 348.49 347,48 - 0 iODX _ - _ 340 350 _ 350 ~ ~
1.8-7 0.31 0.8 5 8.19 2.03 0.48 .38 5 8.19 3,07 15 1.0 77 .45 4.76 349.46 348.69 340 _ 4-..1:.00l~ 0 0 6 _ - - W
1.9-8 0.17 0.75 5 8.19 1,04 0,17 013 5 8.19 1,04 15 1.01 71 6.50 2,63 350.38 349.66 _ _ - - _ - _ W
~Y 33T.5$ ~ _ 1.10-4 0.19 0.81 5 8,19 1.26 0.34 0.27 5 8.19 2,24 15 1.00 80 6.46 4,32 34$.61 347.81 - _ - _ - _ 1 S" -RCP H
1.11-10 0.15 0.8 5 8.19 0.98 0.15 0.12 5 8.19 0.98 15 2.73 44 10.68 2.92 35Q01 348.81 - - - _d 1.00% Z
_ - - _ _ _ _ . - . _ - - - o~ - - _ _ O V ~ _ - - V
1.12-5 0.36 0.87 5 8.19 2.56 0.92 0.65 5 8,19 5,34 15 1,00 67 6.46 5,67 345.14 344.47 330 - _ . _ - - ~ ~ - - _ - 330 340. 340 ~ w
1.13-12 0.27 0.75 5 8.19 1.66 0.56 0.34 5 8.19 2.77 15 0.99 88 6.43 3.46 346, 21 345.34 ~ _ _ . - ~ _ _ - _ 1.14-13 029 0,47 5 8.19 1.12 0,29 0,14 5 8,19 1,12 15 3.75 58 12,51 2.86 348.59 346.41 _ ~z _ Y
- a_ z_ _ - _ _
_ _ » - _ - z 21.1.2 0 0 0 0 0 1.32 0.87 5 8.19 7.08 18 1.06 ~ 10,80 4.25 338.30 337.35 _ - • • > - z ~ _ - _ _ Z _ .
3.9 39.18 .5 zz- _ 2,2-1 0.02 0.8 5 8.19 .0.13 0.69 0,41 5 8,19 3 18 1.58 43 13,21 3,09 3 338 0 _ - - - _ _ M O
2.3-2 0.27 0.59 5 8.19 1.3 0.67 0.4 5 8,19 3.26 15 1.00 170 6.46 4.85 341.13 339.43 320 - - - _ _ - - _ 320 330 _ - ¢ ~ ~ 330 ~
2.4-3 0.18 0.63 5 8.19 0.93 0.4 0.24 5 8.19 1.96 15 1.01 61 6.48 3.44 341.84 341.23 -
2.5-4 0.22 0.57 5 8.19 1.03 0.22 0.13 5 8.19 1.03 15 0.99 100 6.43 3.25 343.03 342.04 - _ _ _ _ _ - - - _ _ O Z Z - ~
2.6-1 0.44 0.71 5 8.19 2.56 0.44 0,31 5 8.19 2.56 15 1.47 53 7.84 3.13 339.53 338.75 _ _ _ - _ _ ~zz
. _ _ _ - - ~ W~
2.7-1 0.19 0.73 5 8.19 1.14 0.19 0.14 5 8.19 1.14- 15 0.99 42 6.42 3.51 342.67 342.25 310 - - - - _ - - - 310 320: - 320 W z~
3.2-1 0.34 0.81 5 8.19 225 2.58 1.86 5 8.19 15.2 24 1 AO 15 22.56 4.84 342.65 3?-2.50 3 oW
3.3-2 0.13 0.93 5 8.19 D,99 1.78 1.17 5 8.19 9.58 24 1.00 80 22,62 3.17 343.65 342.85 3.4-3 0.28 0.88 5 8.19 2.02 1.07 0.75 5 $.19 6.13 18 0,99 64 10,46 3.98 344.79 344,15 1,1,1 E- ~
3.5-4 0.39 0.62 5 8.19 1.98 0.79 0.5 5 8.19 4.11 15 1.00 96 6.46 4.40 346.00 345.04 tt~ to
3.6.5 D.4 D.65 5 8.19 2.13 0.4 0.26 5 8,19 2.13 15 1.00 114 6.47 3.37 347.25 346.10 N
3.7-2 0.29 0.9 5 8.19 2,14 0.46 0.41 5 8.19 3.36 18 1.00 82 10.51 4.11 345.39 344.57 ~ W~
3.8.7 0.17 0.88 5 8.19 1.22 D.17 4.15 5 8.19 1,22 15 1.00 91 6.45 3.59 346.75 345.84 O ~ N N
O
3.9-3 0.58 0.52 5 8.19 2.47 0.58 0.3 5 8.19 2.47 15 0,99 96 6.44 4.44 348.15 347.20 ~ 3
4.2-1 0 0 0 0 0 3.14 2.32 5 8,19 19.02 24 2,00 116 32.00 7.03 333.83 331.50
4.3-2 0.25 0.81 5 8.19 1,66 1,73 1.28 5 8,19 10, 52 18 3.54 90 19,77 7,37 337.53 334.33 ~tANM BY
4.4-3 0.13 0.76 5 8.19 0.81 1,48 1,08 5 $,19 8.86 18 1,01 71 10.53 6.42 338.44 337.73 4.5-4 0.41 0.77 5 8.19 2.58 1.02 0.75 5 8,19 6.17 18 6,62 62 27.03 4.37 342.57 338.44 APR
4.6-5 0.41 0.77 5 $.19 258 0,61 0.44 5 8.19 3,58 15 3.00 158 11.19 6,36 341.81 343.07 CHE(~(ED BY
4, 7-6 0.2 0.61 5 8.19 1 0, 2 0.12 5 8.19 1 15 2.00 70 9.12 3.60 349.65 348,?6 RH
DATE
4.8-2 0.19 0,89 5 8.19 1.38 0,55 0.44 5 8.19 3,59 15 1.00 83 6.45 5.00 335.91 335.08 7-21-11
4.9-8 0.36 0.75 5 8.19 221 0.36 0.27 5 8.19 2.21 15 2.01 131 9.15 4.00 338.75 336.11
4.10-2 0.23 0.78 5 8,19 1.47 0.86 0.6 5 8.19 4.91 18 0,99 75 10.47 5,31 336.71 335.96 SCALE
4.11-10 0.24 0.81 5 8.19 1.59 0.63 0.42 5 8.19 3.44 15 1.00 69 6.46 4.94 337.65 336.96 1"=20' JOB N0.
412-11 0.39 0.58 5 8.19 1,85 0.39 0,23 5 8,19 1.85 15 1.00 80 6,46 3.62 338.65 337.85
10-032
4.13-4 0.06 0.86 5 8.19 0.42 0.33 0,23 5 8,19 1.88 15 0.99 40 6.43 1,75 339.59 339.19 4.14-13 0.27 0.66 5 8.19 1.46 0,27 D.18 5 8.19 1.46 15 1.02 29 6.51 1.75 339.88 339.59 CAD FILE
10-032-GRAD.dw
4.16.15 0.37 0.87 5 8,19 2,64 0,37 0.32 5 8.19 2.64 15 9.9$ 12 20.40 3,12 332.70 331.50 PLOT DATE
7-71-11
SHEET
24 HOUR CONTACT
WILLIAM HAMRICK Cm20
770-474-4345
OF sHEETS

4.7 REI~SOPIS BY
4.6
38o DETENTION POND2
M 380
370 Ep.n-~ 370
360
360
_
r
350 _ m._.m..~._-_.~_-r__... 350
_.......m.._...~_ - THIS DRAWING IS T~ PROPERTY OF THE ENGINEER AND I~AY
....._.__._....____.._.._______~-___.m_-~_____._.._._.._.___.. ~ NOT ~ USED~OR REPRODUCED
~--_-__n_v____.__.______m__.___ WITHOUT HIS WRIT(EN PERI~S~ON
340 340
r

- ' ~n
~ E ~
330 _ 330
_ _ m_ _._w _ _ _ _ ~ S
__e .____w.__.,_.._.m. • ~ N M _.._....~p(1,~.. S
_.~_T-~..__.y..____.._. v
- - _ M ____-__m_._._..,._ ~._~.~_---___~.___._.d Of '~o I~
320 r.._.__:...___~__... _ l LA~P~~~
•____.__~m..-._.._~..__..._...____~-.n.__ ~ v 320
Nrn~
__.e_,..._.T_~-._-__.__~.__,_.~.__...._...._.._ - M ~ b=~~=
310 - _ m ~ ~
310
z ~ m 9L
J ~ ~ E '
MATCHING STRUCTURES MATCHING STRUCTURES
O O° ~
380 380 380 ~ 6io~~, }
380 ®~M~~x s ~ 0 a
C . nn
~ - ~ pSN
L ~gm C ~ NO
370 370 370 w s roC
370
J~Nd' Q J~o~ ?A Z
M v+ J T I
360 360 360 360 ~ ~ ~ ~
oa oo ~ U
s _ ~
_ vwm ~ ~
350 350 350 - 350
i ^j ~~a ~ ~
W~ 4 W J
' a a~
_.._...._.._._...~.-__-_-~.r__~__ - ' d~
340 340 340 340 0
» W~
r W}
.............._.....~.-~-w-_._._. fr Z
330 330 330 330 v o
N U
v_ _
--__._---____~r ~ y W Q
W ~3
320 M M 320 320 r ~ 320 J ~ a
~ ~ ~zz oz z o ? u• m N
o--z j ozzZ
,jj jj Z - > j ZZ - jj>j ZZZZ ZZZZ ~ O zz ZZ Z ~ O
MATCHING STRUCTURES Y
~ W~
370 370 W ~ ~
4.4 ,1 .1 ~ ow
W ~
STORM PROFILES ~ N ~
3?0 ~ 0 370
360 360 SCALE: t" ~ 0' VERT.ORIZ. ~ cw ~ W~
O ~ N g O N
360 360
350 - ~ 350
ALL RIPRAP TO BE CLASS 1
DETENTION POND2 ON D 2 - DRAw~ BY
350 350 10 YEAR WSE = 333.13 APR Cf~CKED BY
10 YEAR STORAGE VOLUME = 6,169 C. ME = s,1s9 c.F. 340 340 RH
25 YEAR WSE = 333.45 DATE
25 YEAR STORAGE VOLUME = 5,926 C, ItNE = 5,926 C.F. 7-21-11
340 340 _ _ SCALE
330 ~ 33o SEE SHEET 1» = 20'
» JOB N4.
C-20 FOR 10-032
_ PIPE CHART cAOFlI~
330 ^ 330 - - - 10-032-GRAD.dw
• PLOT DATE 320 ~ 320
.W wb. UL)
M SHEET
M v
320 - - 320 24 HOUR CONTACT
z_z zz z Z WILLIAM HAMRICK C'21 Z 770-474-4546
z LOOFF SHEETS

t
` REVISI~tS 8Y
,
Ir
I u ~ may..
,l
1 1 1 f~~ s
t f s
° % r! 1 I ~
I 1 , 1 f ° \ ~
1 ~ ,
I , I} 9 ~
I 11 ~ 1 I \ ~ I
1 ',1
~ .v ° ;
r 1 ~
,r _
_ _ ~ ~ ; ~1 rr
'~s , t I ,
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TANS ~tAWRl6 IS THE PROPERTY
1 ~ ~ 1 1 1 fEY. OF THE ENaNEER AND ~IAY
( ° A 4 ~~~~~d°fffffJJJJJJ • 1 Y 1 NOT 8E l1SED OR REPRODUCED
OFF-SITE BASS 1 ~ ! Wl)~UT IBS WRIITIEN PEI~S90N
A 5.26 AC. i; ¦ ~
C 0.26 '
~ i ; f Q2¦7. 4 F 5 C S l
i Q!1¦8.84 CFS ~ ~ ~ r , ~
F T A 1 D; ~ Q10¦9.49 CFS 4
tL.ANDSCAPE E I~~! II QZ5¦10.?T CFS I~II~ E
IIII~ u { FROM JAMER N i ~ 1 OFF-SITE ° Issl~ '
~lila; u' ~;g DEVL=~OPMEN II .1 - a ~i ~ ~v~.`S
A ¦ 0.090 AC. II ~ I': g I A ¦ 0.108 AC. .s.., » 4 yi i'. ~Glt~
C ¦ 0.40 (sill; II.
C • 0.25 ~ ; , I Q2¦0.21 CFS ~ Its
Q2¦0.18 CFS Q5¦0.24 CFS 1111; ;11
Q6¦0.18 CFS - I III ~ < « ; ago¦o.2e CFS ,-}~t
Q1o¦o.19 cFS ~ ~ Ll~ I~ ~ a25¦o.29 cFS m~~~ ~~w ~ os~?
¦ ~ 1 i 1 ~ a2a o.22 cFS , ~
~c u`
' l nd ~ 1. I iq ~ _ ° m ~v~k6 9 W
P/' '1 t s I` 1 ,tt , ~ -
FF- IT ~ ~I - ~1,~~ ° ~ as a~J=~
ASIN 1 B « '1 ° w t . ~ 1 \t ~ ~ , 1 sl t\ i ~ E n O° ~
, , , , ~ 11;1 f ` ~
C ¦ 0.25 ~ _ ~ ~ 1 _ - ~ - -~i t ~ ~ vo~N ~ wa a.''
2¦O - ~~-+or---FLtfigl. --PA'Tlrf' .06 F Q C " ~ , f ~ v m ^ ~WY O
' _ E 1 Q i ~ ti,~ ~ ~ , r~ v°. 1° c • a& W N ~ ~
Q10 0.07 CFS ¦ a , ~ N p ~l() ~ ~SO~i
,b P ~ ~ 1 I 1 Q25¦0.08 CFS • ~i. ~ ~ DRIYE ° . ~ A. „ , = G ~O ~.LJ d Nv
e i h , r i 1 r , c ~6 \A ' 1 ' • , i ~ , , ~ _ i f( 1
, , M _ -
.._x~ t-f--_ - - , - _ - - T
„ Q • fi , ~ r OAIIS AT 9lFR t1C . _ - --r'` ~ „ _ / ~ A~~, tQO~ ~ i f)B 9PS1 Pfi 82 ' JpN~ Q
~ - _ _ ' " ~ ~ 4 ~ , PMI f 0766.61-!!P3 IEY' A6EA 266 ~ ` r . i ~ , ~ ~ ~ ~ AffrE4 J~p~ ~ Z M
„ , ; _ Vl d ~ 0
E.GP. j ~ ~ c~ ~ / ~ ~ i ° ~1°~P i /~~~ji r~~/ omr. asp \ •\~7~\ ~ 's ~XI~T~Iti ~ 3 ~
E M'' _ ~ ~ Ali"..., l / ~ j~7~ Y Z X 8~ Q~UBLE i r1 p o U
- /V ~ ~ , , T ~ ~ti IOX CULVERT w a r W~
PoN.Rp.I' ~ ry / r I'!I wv CJE x\` 11~ 11^ II ~.+,,,.~."M i!h M3M.S b' P}S IhM fkN2A 5 F.C CACF ~ y . - _ l ! Q r I ~ ` ,`1 ~ r- ~ ~ ~
ri t ~ 1 ' , --T-------------------- ALL CONSTRUCTION SHALL BE ~ Z m
"~.3',, a } r .~SLwffi5L_ r = r mot„ 4, F \w ~~u+ ~ swY aavwreEr e' 1 _ ~w i - w? wv rffi/Sf esc wr ft]]51'? " IN ACCORDANCE WITH ALL o ° 4 ~ W~ W
MtSFn.P ~_~i nC3pX Y PK wv OUETfi1 C wY 4R:S/0.0' Y ' i i 1', i ' 1 ~ ~ nn KA6d !'PU' _ iN .azrr .r -'--r-rs..,-r~r ~ I; ~ _ Ivi' 41 \„v xw dIE1Y.7 ~'rs ~ , f' ~t...'r'y'~'~J': rry istsa°' ( ~ 1 • , _ ~ 4 V ~ r•, ~ _ r r, r - -..~,,lv NN - CITY OF RALEIQH STANDARDS
r E.h ~i.~ ~,~.<.fl ' ~r ' ~~q , t'frLc +-r-,, ew ,r , ~ ',1 ,i r J 1 wC.m.r C- Y~ .i2~ :x` '"'sy ,`;cr ~ 7 ~ws' gIr, ~ t-d"? •s..^(v,; r,..': i _ I ~ ! i,~ ~I ny, r AND SPECIFICATIONS. a
i i - . : E:. ~ a~"-. Wei, ---r r'~ S''= ~ k 's~' /i.' ' X 1 r w t' :.i'"i 'sw . ~iy.'.~s..r_x...l . t . n _.I.., 1, , A. . Y.. 0 3rb\,,. yr '"r~; 6„t'` -1-t.'~,'.r'•,r~c,{>y<,~„n ,rr-~ it r+'qS' K I ..a.~ ~ c„ /~`,.A I":e:' ~ v; k ~ °K
;z,,';~'c,'+~%,;,, -[~1.:- ,x. SIN ~a.ii r... .:~i•- ~ ~l~ ! . rf~-f-;`rr. ~j~ ~ 0 ` eK l f : ,''I,',~ : , -~F " l r; ; .%.i, x , ~ 1
k "'~art':.c-Lr"i r ~ I . I(~ .,k 7, . : r~ . -v y' ~ ",ti; iii/` h °j~ , Tc FLOW PATH '~1 - fl ~ ;~;,r > ,1, ; k r s,s, , ~ ~ ~ d II ~ ns%i">• Y' flop :r ,y_. ~s i '-t..~.v_<1.'~_s.,~.. `C~i ~ 1 (I ~I ~ ~ Il ~f'_,_'<'?!~.'i,'~: / ,Q~.~,~ Y ?~~~'-i~i , 3`, ° r ~ a i U
~xr Mat , r ~ rv ,',iv;W: k~`,'~ ,a ; i W
I~~Ly-,.-6~~--p" ,r"~°-' yr I A7~ wr Uy "rw •ci r ~ j, ^nr~ ~'i':`,>Y`~Y,~ ~ ° i
PRE-DEVELOPED ~ Z
x_ Hy~rograph Return Periad Recap Ci o x+ w~.s r oro
t M'ktLG lY fp ! . - ~s~ ,XO~j. ~ d wr aESmz °r W E w+ x:iaY f nc H! ktLG IY fp my aesm.z it W ~ W
" H d. H dro rah Inflow Y
AID q`. _ ~ ray- ~ , s Y Y 9 p Peak Outflow (cfs) Hydrograph W Q No. type Hyd(s) description ~ 3
vim(, .~r i ~~,i rr~f ~'1 I , „ ,
~XI~T~Q (origin) 1-Yr 2-Yr 3 Yr 5 Yr 10-Yr 25-Yr 50-Yr 140-Yr z ~ ~
__u - - ~ .Nr , FOOD ~~ooo wAY a m
P 1 Rational 2g.p8 3322 36.47 41.37 45.24 49,08 Predev On Sife To Flood Plain AJ
.,r o ' ; (Tj ~ fR 616 v~ fir, ~i i~r,, , l~ _ - - ~ ' "l , 2 Ralionai ~ ~ O 0.06 0.06 0.07 0.08 0.49 0.09 IB Off Site
, . , , , , 3 Rational - 0.16 0.18 0,19 0.22 0.24 0.26 IC Off Site ~ ~ ~
,o _ - . - / ''d ~ 1 - , ,
owl. yr- I , . , , , , _ , . O 4 Rational 0.21 0.24 0.26 0.29 0.32 0.35 ID Off Site ~ x
. . , ' - , • ' , - bk ~ ~ r 5 Rational 7.57 g,64 9.49 10.77 11.77 12.77 IE Off Site O Q
C~ Z s., , 0 ~ r~ ~ W
y 16 _ ' 1 J 6 Rational 0.45 D.51 0.56 0.63 0.69 0.75 II16 Off Site ~ U
, ~ , ` , r , , , I d ~ ~ ~ i 7 Oombine 1, 2, 3, 4, , 6---- 37.52 42.85 47.04 53.37 58.36 63.31 Total Predev Runoff To Flaad Plain ~ ~ ~
{ 0 ;t; I 1``~ Syr O
E fit: ,ter, ;y,"j -S` W ii N 8 Rational 0,73 _ 0.84 D,92 1.04 1.14 1.24 IV Pre Dev Site to Expressway 1~ 1 ~
b , E P~.AI 'yam ! ' , ¦ Q ~N
. ~ ~ 'k~iyi
c OW PATH ~ N
6c 5 ~ ~ a a°C. 3 `f, e
4 oa~.c
a'
y;. ~ ~ ~ x ! as ~ ' y' '~i;;/,%,'; t'• OFF SITE , P ° '1 DRAWN BY
~ 6 ~ ? ~ ~ ~ ~ 1 : ~ ~Xk v'~. ; '.'~'~C~ t_--,.._'- it ~ BA 1 III- ~ , ~ x KJT
A ¦ 0.31 AC. wo ` e _ ~a, (~IEq(ED BY
_ DAIS
C ¦ 0.26 Q!~ SIT! xar w _ ~ ~o, ~ - Y~~ q p _ ~ ; ~ ~y__
Q 0.46 CF$ ra - - 9~~ 7-21-11
S¦O. i F DRAINS TO SCAB -`^y-.,
l~XP war Q10¦0.56 F R~8WAY C S , 1"=80'
¦ A¦Q.61AC. Q25 0.63 CFS JOB N0.
C • Q,S6 Tc FLOW PATH 10-032
QS¦O.?S CIS CAD FlLE
@R~.R4 C1~8 To CALCULATION NAR C T
Q14¦O.!"i~! CAS tBA8ED ON TR S 1 6 GRAPHIC SCALE 10-032-HYDRO PLOT DAZE
v)tsv~~.v~r v~~ Sheet Flow Shallow Concentrated Flow Concentrated Row w V 'IV OV 7W 331 7-2I-I1
SHEET
Flow Travel Flow Channel Channel Row Travel Manning' Length Time Length Top Bottom Channel Length Time Travel Time
Total Tc s n (ft) Pz S(ftfft) (min) (ft) S (tuft) Travel Time (min) Manning's n Width (ft.) Width (ft.) Depth (ft.) (ft) S (ftlft) (min) 'q (nin) IN FEET
North 293 0.150 20 3.6 0070 1.54 207 0.147 0.56 0025 30.00 500 100 181 0.013 0.64 61 0 066 019 3 0.64 1 inch = 80 ff- Cm22
South 97 0.150 20 3.6 0042 1 B9 127 0 075 0 48 O D25 2300 5.00 600 162 0,086 -007 116 0.052 0.53 s 007
[OF SHEEiS

t - 1 y ~ i ~ , l ~ I V l ! I t t~UI~IS 8Y
° j ' xv i 4 '1 it ! 1
/ ~ --__,-v,., i ! - ~y i Farm 4', I !1 ! J , ~ ~ i l1, l 1 r ~ ~ r~ ~ , 1; l !
- ~ ~ \ I ,
1 ~ ; ~ I 1 ~ ~ - ~ y ~ d \
NITROGEN LOADING
QFF-SITE BASIN !-E , 1 114 , ~ , ~ I COMPUTATION OF OFFSET FEES
¦ 1 ~ ~ ~ ~ A a.26 AC. I ~ , I
C 0.26 I I SITE AREA:
Q2¦7.a4 CRS ~ ~ ~ 1 1 I ' i 1 , PARCEL H LOT 204 = 6.965 AC.
• t ~ ~ 4~ r 1;, Qa 8.84 CFS 1 ~ ; PARCEL H LOT 202 = 13.758 AC,
F-1 ~~I I /;;1 TOTAL; = 20,723 AC.
tLANDSCAPE E 141, II ~ l ~ I I ¦ {Iit, I4 ` , 1 I , I Q2a 10.77 CFS I , ;
nu, ~ I t , I f FROM JAMER I I , EXISTING NITROGEN LOADING:
OFF•SITE ° ~j ' ~ ' I ~ I l u II I I I!; I DEVELOPMEN II , l . , r I ila I i 4' EXISTING IMPERVIOUS AREA = 0.37 AC
BA 1 ,l , I l ~ i SIN I C n ¦ , I IIi , , , A 0.090 AC. s II I
A¦0108AC ' III ~ ' ~ r 1 1 ill'; u~ I I i l l 1 C¦ 0.40 I VIII; II , I , i ; l UNDISTURBED AREA = 20.353
C¦ 0¦2a A I ; I UI I II ° i I I Il ~ 1 Q2¦0.27 CFS I iI{i~ II I { { 4 ~ k 20.353 X .6 LB/YR = 12.212 LBIYR
Q2¦0.16 CF8 1 I { In ! i ~ 4 ~ I Qa¦0.24 cFS + i~~i~ . I ; I 0,370 X 21.2 LBfYR = 7.844 LB/YR
Qa¦o.78 CFS 1 ~ ~ _ ~ 4 I.l. ~ ~ ; , I ; . I POND 1 Q7o 0.26 cFS 4 ~ l ; I TOTAL: = 20.056 LB/YR
Q 9 C S ~ \ , DISCHAR©E
! Q2a¦or29 CFS 1 , il'i i V ' Q2a¦0.22 CFS ~ AND LEVEL ; II v ~ . PROPOSED NITROGEN LOADING: 11IS DRAW>NG IS THE PROPERTY
EL ~ UI 1 I Ili ~ '$'1 ~1' it ' 1 1 .l I ~ ~ ~ l~ I 8PREADER ~ NRB & TPA = 7.696 AC. ~ THE ENaNEER AND MAY
_ - t ~ 1 , , U 1 I ! , ~ 11 ~ 1 4 I ~,~,,i U , 1 1 I Q2¦2¦8~ G~S NOT 8E USED OR REPRODUCED LANDSCAPED AREA = 5338 AC. WTHOUT HIS WRITTEN PERMIS'~ON
l ~ l~ ~ ~c`~ 1l ~ \ 1 f l IMPERVIOUS AREA = 7.689 AC.
+°~i'~1 ~ ~ 1 _ l a¦5.01'i CPS - I _ ltd ;u, \ 1 - t OFF SITE
~i _ ¦ - ,F I ~ l „ Y l Q10 3.28 CF$ BASIN I B ~ ; ; , !l , , i : ~ - ~ " t1 ` , / ; l Q2a•3.a0 CPS CPS
¦ 1 - l 1 I l 1 A 0.039 AC. ; ~ n l l CPS 7.696 X 1.2 LB/YR - 9.235 ,~~~~~~~o` 5.338 X 1.2 LB/YR = 6.406
43P ;A , ~ \ l ' l Gj, l~ X11'' ~ l ` l 1 1 1 C ¦ 0.2a - v l - I ,,;4~ I ~ a - l r oR ESSf 7.689 X 21.2 LB/YR = 163.007 ~ ~t
1 i ¦ - _ , ~ ~ Q ~ 1 1 \ \ 2 0.06 F ' \ l V ~ i t Vl l ,
o Q C S - - - ~ ~ TOTAL: = 178.648 LBIYR AL -
a 9 ~ Q10¦0.07 CFS , ~ l\~; I
I n ~ ~ 8t~ \ i+ 1 ~ ~ \ 4 1 178.648120.723.621 LB/ITR/AC
Q2a 0.08 CFS _ ~ ~ ~t ; - Q - \ C ~ \ 1 4 < 10.0 LB/YR/AC ''%F ~r~ 5'~,,
~ ~ - 3 ~ ER.'~"~ . _ -A 1 , ~ - - p~~ ~ `
E ~ ~ \ 'l 1 t - - - - _ ~r \ ~ ~ ~ l4 ll y ''l OFFSET FEE C0~'~PI7TATION -%~'"«J`~i ~ I~"AN~P~~,~~
r-.,.. _ _ ~ 1 1 suss er aml arc, uc ALLOWABLE NITROGEN EXPORT
~ 1 I - - - '„a~._- ~~Q~ ~ ~ ~ % l 2 l DB 9964 P9 82 - _ i ~ f 1 ~p,, l , 1 1'~ 19756-61-e693 ? ~ _ _ i ~ ~yp A ry, S ~4 3OM I3+EA 1283 AfFES 20.723 X 3.6 LB/YR = 74.603 LB/YR ~
I ,e l l' t', - ~ ~ l e ~ ors,, ~ ~ ~°`l, ~ M r ~ r ~ .1 4`, 1 m a ~=~~z
- - _ k , - 9i y / ~ ~ ~ pF:%~r r ~ ~e 1 r f I l~, Jv i=
~ l '°°0 r YEARLY REQUIRED OFFSET LOAllING ~ ~ N < .i'' 178.648 - 74.b03 = 104,045 LB ~ ~ Cd o S
V J' I ~ qO~P 6QUN6A~~ ~ '~y', ` '~,l ~~~'OND 1 ~y......
y ~a
_~r . ° ~~~aN g,.~ BAR A . , ~1,,,,.... ¦ ~v k3i ~ a asc mroc \ / f i - `i,.,, ' , ESTIMATED OFFSET FEE C3 ~
c o.40 _ _ --T.- . _ n 104,045 LB X $ 2835/LBlYR X 30 YR ~ ~d ~ a O O ~ ~
Q2¦0.12 CFS - ~ - ; r ~ ra~~ _ $ 88,490.27 ~ Cs o ~
: y a,~ ~'Ah Qa o.14 cPS ~ ~ - BIYk33]SS ~ ~ l x~-. NB.S K t.., .x~~~~- ~ (REVISED PER FINAL PLAN) m ~ ~
Q10¦O.ia CFS t / .t -r /-r, - rr,~ I`" ~ ' ~`~`t~ ~ ~1`- 1 c • a.'a
Q2a~O.17 F E,9r ~l._ ~~k rSeww. ,.~'1/ _ x< u+•ri / / `A~'~i~`~a`lYe. ~ ~ J-// ~7 '1~.,
Tc FLOW PATH ~ PI.A1N._ y , f, rc-~ " , r / ;l°,4 . ~ C `o'no ``'-.mow W 'a cw~ r,r
may. ~ ~
~ ~ ~ EXIS"TINt~# D EXI8TINa , , TIN© DOUBLE
DITCH ~ - I - - .~~r=,~. ~ _d-., BOX Cu~1IRRT T
t. , 1~~s~ ~ , i ~ `,4 I F - Q i I lIk ASS r _ _ ~ ' I ~ , j ~ r ~v kmd r ur J~N~' Q ~s~ M
1 - _ \ -..1 _ r I 4 NY k341.2'S PYG
- 'I ~ - , -~XIST~N© 12 n iCUL EST POST DEVELOPED
l - x OX ULVE~ ` / ~ ~o~~ z¢
- ~ I PRt'~POSEC _ / r ~ i 1 aPOSED FLOOD Hydrograph Return Pared Recap ~ W
PLAIN \ a ~ T i,
~ ~ •l ,r I ~t / //A ~ t ~ ~ - - ~ i Hyd. Hydrograph Infiow Peak Outflow (cis) H dro rah ~ ~ a` ~ Z Y 9 p N a~ Y
¦ , - is ~AC~ , No. type Hyd(s) description w N ~ ~
- ~ ' 1 DISCHAI ~~+S~1INA~QS (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10•Yr 25-Yr 50 Yr 100-Yr ~ J
` , , S / - . , , r - I .c / ' - - - CPS o
2 2.27 8 ' / ¦ 1 Rational ~ ~ ~ ~6 ~.Z7 CPS 29.08 33.22 36.47 41.37 45.24 49.08 Predev On Sife To Flood Plain
/~+r N /f / 4/ 4 EXISTING C-FS _ ~ !10¦i.~4 CPS 2 Rational 0.06 D.O6 0.07 0.08 0.09 0.09 IB Cff Site ~
` PL - , Q2a 2.4 OOD WAY - ~'Q6.1.4D CPS ~ ~
3 Rational 0.16 0.18 0,19 0.22 0.24 0.26 IC Off Site W U
l ~ , ~ / \I ` 4 Rational 0,21 0.24 0.26 0.29 0.32 0.35 ID Off Site W }
\ ~ N e.lr. - ~Q / / / t I\ • , ~ / ~ / i d v
suPPER - x , / l r ~ / - STII 5 Rational - 7.57 i asa 9.49 10.77 11.77 12.77 IE Off 5iie Z 8TIH© ~ ~
To FLOW PATH . e. ¦l' S A ~ COD COD WAY 6 Rational 0.45 0.51 0,56 0.63 0.69 0.75 1118 Off Sife ~
Tc FLOW PATH - 7 Combine 1, 2, 3, 4, , 6----- 37.52 42.85 47.04 53.37 58.36 63.31 Total Predev Runoff To Flood Plain ~ Y
, ~ .1l~~, C~ ~ -~?RIAN ~ ~~RIAN a
18. ~ IPPER 8 Rational - 0.73 0,84 0,92 1.04 1.14 1.24 IV Pre Dev Site to Expressway ~ ~ ~
~ / r i/ S Q ~ a
~ ~ err `~#ri-- , 10 Rational 0.12 0.14 0.15 0.17 0.19 0.21 IF On Site Bypass to Flood Plan Ditch ~ ~ ~ 1r ~ _ 11 Rational 20.18 23.05 25,31 28.71 31.40 34.06 0n Site to Pond 1
r 1~~ © O
BASIN 111-B ' .'~'o., 4 r.L.~``~" s~P / ~r~ ,r ~-"~d 12 Combine 3, 4,11 20.55 23,47 25.76 29.23 31.96 34.68 Total Post Dev to Pond1 4
13 Reservoir 12 2.86 3.09 3.26 3.50 3.68 3.85 Pond 1 Routing z__-- 0. W o
A ¦ 0.37 AC. ~ koRr c~ 9 ~ x, /X _
PONDS A ~ - -
Q2 0.4a CFS Lr ~_w,__ , / / 15 Rational - 15.98 18.25 20.03 22.72 24.85 26.96 On Site Post Dev to Pond 2 rJ Q
Qa¦O.a1 CFS ' ,c,~, P. / / Q2¦234 CFS w~ ~ 16 Reservoir 15 1.89 2.00 2A8 2.20 2.29 2.37 Pond 2 Routing ~ O ~
Q10¦0.66 CFS PQND 2 Qa•2.aS CFS ~ ~ U
Q2a¦0.63 CFS ~ LEVEL SPREADER Q10 2.a7 CP'S PATH i8 Rationai ~ 10,54 12.03 13.21 14.99 16.39 17.78 0n Site to Pond 3 ~ ~ p
Tc FL Q2.2.43 CRS PRPOBEt ~P08RD FLOOD 0 ~ N
Q2a¦2.87 CFS Qa¦2.61 CFS PLAIN ~~N 19 Combine 6,18 10.98 12.54 13.77 15.62 17.08 18.53 Total Post Dev to Pond 3 1 W ~
LEVEL SAS N IV SPREADER ¦ DRAINS TO Q70¦2.74 CFS 20 Reservoir 19 2.34 2,53 2.67 2.87 3.02 3,16 Pond 3 Routing ~ ~ N
Q2 2.a4 CFS N y Q~
¦ EXPRESSWAY Q2a¦2.93 CFS Qa 2.7l~ CFS 22 Rational 0.55 0.62 0.69 0.78 0.85 0.92 Bidg 900 to Leve! Spreader O J
Q10.2. F A ¦ 0.42? AC. 9S C 8 a
¦ C¦0.2a Q2a 3.16 CPS - 23 Combine 20, 22 2.54 2.76 2.93 3.16 3.35 3.52 Total Runoff to Level Spreader 3
Q2¦O.ISi F C S
Qa¦O.70 CFS 25 Rationa! 18.D0 20.56 22.58 25.61 28At 30.39 Post Dev Site Bypass to Fllaod plain
Q10¦o.77 CPS INtAWN BY 26 Rationa! 0.61 0.70 0.77 0.87 0.96 1.04 IV Past Dev to Expressway K,1T
Q2a¦0.87 CIS
CHECKED 8Y 28 Combine 2, 5, - 7.62 - 8.71 9.56 10,85 11.86 12.87 Off Site Post Def to Flaod Piain ~I-I-
SPED DALE 29 Combine 1D, 13, 16 20; ~2€r,- 23.42 26.37 28.68 32.13 34.84 37.52 On site Post Dev !o Flood Plane
ALL CONSTRUCTION SHAL1. BE 7-21-11 30 Combine 28, 29 31.04 35.08 38.24 42.98 46.70 50.38 Total Post Dev Runoff to Flood Piairi SCALE
IN ACCORDANCE WITH ALL
1"=80'
CITY OF RALEIC'~H T ANDARDS JOB iVO.
AND SPECI~IGATIONS. 32 Rational 0.55 - 0.62 0.69 0.78 0.85 0.92 Bldg 600 to level Spreader 10-032
GRAPHIC SCALE 33 (Combine i6, 32 2.12 2.27 2.38 2.55 2.68 2.80 Total Past Dev to Levei Spreader 2 CAD F1lE
80 0 ,o a30 tso J20 10-032-HYDRO
PLOT DATE
~ A T TT A A A A fl A I1~ A ~
M lU YAK 4/.U4 J6.24 /-41-11
cIN~~ SHEET C=23 [OF SHEETS
1 inch - 80 ft
25 YEAR 53.37 42.98

, . REN~ONS BY
L~aLND STAKING u ;
cuRe ~ a~tTER
~ ~ WALL TYPES
SIDEWALK
s ~9 it
COORDINATE NUMBER ~r/o
~.d S
~1 1( HANDICAP PARKING SYMBOL •
/Yf ~ WALL ~ p ~ : ~Y 0~~~3 ¦ PRE-ENGINEERED
11 iJ RETAINING WALL
l ~ 4 ~l1~G W~ L c p . Y
~L l~ ~ ~ 339 l3 ~ 33 , S x x X
+ +
25. i' ,
~ ~~r~ra CONTAINMENT END WALL
_ % It _...q. , 3RIP-RAP/GRAVEL STRIP + `L ¦ EXTEN CONC. WAL Tf#S DRAWS IS THE PROPERTY
~Jl~~~ty / t o + 3' BEYO FACE ~ THE ENgNEER AND MAY
6,5D~ BAFFLE ~o OF P FOREBAWALL. NOT ~ USED'~t REPRODUCED
7~ ~L ,~3 ,c7
2.0% PRE-ENGINEERE WTHDUT f~S WRITIDJ PER~IISRON ~ RETAINING WALL
X X w TYPE "D" ti~0 RETAINING WALL ~ ~~u111°"°rrnn
o: CARO( ~r'''',
a ~ _ 1~
I 2 0% N EXTEND SODDED SWALE B o EXTEND CONC. WALL 3' p~, BEYOND FACE OF ? S +
~ ~ PREFAB. WALL.
FLOW TYP. EACH SIDE N1~ + ° #
UNIFORMLY GRADED ~ / I o 92, SODDED ~ SWALE
U i ~ LEVEL CONCRETE v
I l~ ~ CONTROL LIP 2A% ~ TYPE "D" ~0 1. LPA~P~``,
a RETAINING WALL 0' gpmwnrop~~o`
w
w rn"~~
2.0% ~1 b cro?
GRAPHIC SCALE m m ° ~ M~ w ~ a a v°r
20 o to 0 10 20 40 80 ~ ~ ~ p "o° ~
STAKING PLAN ~ ~ ~~9W~ a a a~J~
~.o
6.0' 3.0' 30.0' ~ ~ ~ SCALE: 1" = 20' ~ o m 1 inch = 20 ft ~ 0 v ~ ~ N
1.0'
If . _ -a ~ _ 9 - ~ ~ - 49, ~
,
_ _ _ SCALFi ~ ld f c . aN - ~ ~v ~ a ~ ~ ATRIUM ~ "
-w.,,~~-- ~ ` - ~ ATRIUM ~ - ~ o ~ ~ a . - ~ r ~ DRAIN w a N~
SODDED SWALE LEVEL CONCRETE C.o. R $ ~ RIM ~9
CONTROL LIP 2.0% i R~ 'CATCH B
_ , .~0 ~ 49. ~,<<.
`L~ - ~._n_ kr _nn_~e UDOOdN'
- - V M J~~~ Z ~ 53 LF 15" RC? _
RIP-RAP/GRAVEL STRIP ~ _ _.m - J
46. ~ cY o~ Q y
~2~ ~ W~ 1 ~ r . _ _ TRIUM ~ ~ ~ O ~ U
r . " , 45. ~ D IPI " ° ~ ~ r 101 _ , ~ Iii
y RIM 1~O ~ d.
vv~~1 w FG.r~~ ~~i2 ,z w- EASEI~ENt, mM..,,,,, ,
5 fog ~3 ~ 9 u U7 ~
w~3~,
~ ~ i r' ~ 1.0' ~ 90 + ~ \ a _ W N W
3 ~ ~ ~ Ty~'~ . , \ c 10' ACCE ALEI STD. 30. ~ a Q
WA L 6.0 3.0 GD L ~lA-L 1. } + ASEMII:NT C ROP IN ~ ~ 45. , ~j LLO
~ 0%?~~G~ I ~ 5/0 ~ ~
/~V 3 ? 3~, LEVEL CONCRETE _,30.05 RIP-RAP - ~ 43 ~ SCRI=EN 43
' ~ CONTROL LIP MOLE q4, FENCE- a 3.6 ~ ~ 44. / ~ W U
_ - ~GRAVE~ _ W c.o. GH sm. so.
~ i ~ END CONTAINMENT SOD RIP-RAP. CATCH N 2. ~ 42. _ H
~ WALL BEYOND 7 ~ l~ , Z
~ Y a LF 30 RCP lF 36' RCP 1 8"~ DRAIN, a V O . . _ INV. 336.4` _
~ ~ 41. _ ~ W
i N 3 3 40. Q
~ ~ ~ ~ ~ L.-C...C... V + 4 ~3
i wau. WALL w 4 ~ a
o 11.1 / N • / LEVEL. .
~ 1 ~ t~ - r... m
. ~=~b© Y cc
3000 PSI CONCRETE - - G~ \ \ J 1 ~ O
RESIDUAL GRADE ~ '20 S.S.E
~/p - \ 10' ACCESS O
~R/ ~ ~ W EASEMENT y W tL re_ as. _ / ~
~ID1 to' Acc~ss~FF ~ _ = ~ Z Q
_.__m. _ - _ Y.. . _ 1-~ EASEMENT 4 O - - - - - - - FR _ - T OF DEIBANCE ~ v
- - ~ - N
6,590 C.F. 1,1,1 ~ - ~ ~o
END CONTAINMENT WALL 15 r< 7 527 C,F, ~r N
W~
LEVEL CONCRETE g-~ CONTROL LIP BEYOND ' F i ' y.., N
SWALE BOTTOM 1.L'~~ND p I ~ 0 0 J GRADING do DRAINAGE GRADING ~ L A N ~ `a ~ " ~ J
0
EXISTING CONTOUR 334
tooo SCALE: 1" = 20' ~2 ~ ~ ,ooo PR~oSED CONTOUR ~ DRAWN BY
ooa 33O 3~8
©astpa: vnaPas~n DoT EL~vaTION APR CHECKED BY
3000 PSI CONCRETE RESIDUAL GRADE
+ -F HIGH POINT / DATE
amo~ nw CURB ac GUTTER 7-21-11
/ SCALE
SCALE U2" m P-0` 1" = 20'
i ~ JOB N0. WALL do TOP OF WALL EIEYATION
10-032
~DEWAL.K CAO FlLE
x"'"' ' 10-032-GRAD.dw
ALL RIPRAP TO BE CLASS 1 PLOT DATE PROPOSED CATCH BASINS
oo~ wNw ~ wrw- ~-71-11
tr cw Ic PROPOSED STORM SEWER UNE SHEET
Er MP PAP
%r,om MANHOLE 24 HOUR CONTACT
t~www. nARW EM SE WILLIAM HAMRICK C'24
RD -Fto PROPOSED ROOF DRAIN UNE 770-474-4345 11
OF SHEETS

I~VI~OPIS BY
/ ~ ~ - ~ ti / l /
l /
/ vv Iv
a f f / I C ,X,~ r
/ / / ,l ~ , I I / / / / / \ ,
3 / / / / ~ f \ I ~ / 1
~ 10 ACCESS i \ I I rf ~ ~ / I ~ i I f EASEMENT ~ I I
~l \ \ / wAU. . , \ \ f I , \ ~ \ / / I I \ , rt` /
\ / \ \ ~ / I I;`I
~ \ y / \ \ ~ ~ ~ , "7' / r
k Z ~ ~ r~ I I~ / \ ~ ~.x k OTE ON
Q ~ ~ ~ \ / / I
\ Q ~ ~ I l,l ~ f ~ 'x-x_x.
W ~ v` v I f 4
\ ~ ~
8 ~ DRAIN ~ ~ ~ `ry i r + 2X 2X
INV. 331.2 "I" ~ ~ ~ ~ ~ ~ X ~ \ . i / ~ / _
/ ~ t / \ \ t7 ~ / ~ \ r / ~ ~ / tt
W n / 10 ACCESS , / / ~ /r 31.4' STAIN NG WALL\ OFSTHE ENGINEER AND~MNAY
EASEMENT ~ r ' \ / i 1. ~ ~ / l + f / / _ / ~ / / Ix + NOT 8E USED~OR REPROIX1t~D ~x "^-x s \'f-~ ~MINOUT HIS NI~TIEN PER~IS~ON
N~ ~ ~ 7 / ~
/ / ~ t 4. ~ / / ~ 1 % r - ~ r ~ ~ ~ ~ _ ,I +
I / ~ ~ / / ~I ~ ~ ~ / ~ ~ ~ I. r
~ ~ I / / t ~ +
~ ~ ~ ~ sA ``,`````,,911^"„q~~ ~l'! 'i, ` ~`J'` bnA i`p
/ r ~ _ % / ~ ~ A 4 YE - 33 / I / r i t
~ ~ / ~ ~ - i i/ I t. t T A - ,169 ,r / ~ ~ \
~ \ RI AR 3 1 / \ I / , / ~ ~h.
LEVEI / YE S1T A UMfz' = 6 C ~ ~i ~ I 11065 ~ SODDED SWALE \ v
0 1 f l ~ ~ + SPREADER 2 SEE TAI ,Pt ~ r ~ ~ ' i . SCREEN / ~ f , i EXTE CONC. WALL PRE- GINEERE ~ 30.D' + w
R ~ . ~ ~ ~ /1 ' Q ALEI STD 30. FENCE '."r'-'.:•.•'•'•'. ~ ~ ~ T A N ~ X ~ ~ 3' BEYOND FACE OF RETAINING W rl-~ + ~N~ ~'<~,c`' PREFAB. WALL P
~ CH B SI f ! f
, t ,r X / f / ~ 4. "+NALI. / 1 / I s / I I
/ ...,J. ~ ~ /l/ ? 33.46 , . . I ~f ~ it
~ ~ ~ / r >>irf i / _ X / i j 1 / % t~ I ~W I W ~ Nynt-
/ ~ ~ 1 / / 1 '
X / f I / / ~/i,~ 1 ~ ` EXTEND CONC. WAL ti 1 w ~ ~
I / ~ ii / /r w~ i i , I / / ~ I x / / r 3' BEYOND F E f ~i ~ m ~ c ~ "W
rl / x I~ ~ I I / / ~ I OF PREFAB. WALL. I ~ I ~ ~ ~ v ~ G~
/ / / 1 ~ / . ` ` PRE-ENGINEERED x ' 'x -x I a i~ a~ J
--x-x- r ' .1 / ' / I ~ ~ ~ RETAINING WALL X- X'- X-' X ~ ~ 0 ~ .
C. RALEgQH STD. 30.05 ~ III I ~ 1 I / /ll / I 1 { i aAN~ i / $ , , / , / / r ,
t A I / I 4 0 CCESS ~ I I I f 4.2 / III 344.60 A M NT / I I / I / t' ~ ~ v~~N
E SE E r?' I / / / I it r , e / I I X ; m ~ H ~wx
T ~ I/ f ~ 2 W~ kf I ~ / ~ / ! f / / E I I ~ I ~ c. d& a
ti I / ~ ~~1 t / v II/ ~ / f ~ X I N" a I ! C~S~ I
/ I I ~ f / / I l f 2. 'r / I \ ~I X C ~ ~ n
® / i / / \ / II11 i / / I ' Wa.NC.
1 \ / / / I /I ~ ~f , / ~ / I f`
/ I I / ~ \ / / I I / / I , 1 I J /
;r : - / r ~ / 4 S f ~ I i / i - ~ \ . U
1 ~ / ~ f t /I / , / / 1. J~N`~' Q J~p~ ~w Z
M N ~ ~ ~ ~
GRAPHIC SCALE a °'o Z U STAKING PLAN o
o ,a ~ ~ ~ W
ALL RIPRAP TO BE CLASS 1
SCALE. 1 = ~0 SCALE: 1" = 20' o a
mY
i inch = 20 h. SEE SHEET C-24 FOR LEVEL ~
SPREADER DETAILS aN 4 J 0 4~
0
,3xez sr,9Er~Ers,FlUEFl ssouAe,E i9.1S't 5W9NEEi9.FRlER 55QUaRE LEGIEND STAKING ~ ~
~ .~a.aa, s9sI~ETSEVE•eAsessawEE NatlartelEdratw' i2.se~ ~sr~EV a~ss~u =1238, :~SNEEiS F.Y&EaS2'5SUUARk ~ Natfav?l~Hrznd nzaaz ,ossHEErsEVEEasE°ssounne ~ U A3309 ~SIi~L79 LYE.E0.9E"55CURNE
42.392 16hHEC*'CLED WHRE 5SDUAP.E d&399 ZIXIfiECYCtEO WHITE SSDIIAAE . ~ ~m~i.oan. ~ . ~2.;g2 ,cQRECrcLEO,n~RE sscunRe CURB QC GUTTER } 42.9AP 2C0 RECYCLED NF,f1E SSLMM9E ueau:~u, s.h
~._....~.-._W.~ I _ oEC~ermE I~TAIIWG WALL TYPES Z
\n/ O .:t ~~y.:v:;:.~:~ SIDEWALK U h,....rtK.~.,K:....r. i~ r
I NAlgICAP RAIM~ IOSERS ~ Lil
` / WY 3 COORDINATE NUMBER ~~r
iii 4.
t l0 t..~/" t' VY ~f/~.. i
~G 3 ~ o HANDICAP PARKING SYMBOL ~ ~
y Q
3~~- ~ ~ ~t G Q ~
d Y
7~ ~ 1, /P~ 7y 33,0 ~i
Dll~lG~ ~/~L. L. Tel ,t T 3 ~ II ~t ,~~yo~o ~G 33~,v ~ Z ~
W 3,~, _ LlOIND GRADING do DRAINAGE Q
33~ 2 ~ ~333~:~ Q ~ _ _ _ 1000 EXISTING CONTOUR ~ N~ U
.
j -~iooo PROPOSED CgdTOUR ~ - " p
V 1 A ~ ~V %n JAj/f ooo. ~ N ~ N L
X I ~ rooo SPOT ELEVATION W ~
r, . ~ .t.~...~. ' r E~SiMG PRdPOSED
~ l~ D _.__._.X ~ ~ C~ I - ....r.._ f- + HIGH POINT
_ . _ p .p 1~A-t,~ O0 4N ._.__r._.,:,_ _ CURB do GUTTER ~ ~ ~ J
~ artia ww
Z Z T~~ 3
~3
2 e~nr~ ~~~~-a WALL & TOP OF WALL EU:VAliON DRAWN 8Y
I I i ii L APR
L~ l a ~ SIDEWALK
~ H eu~r ems CHEq(ED BY ~j sraeF Mwc RH
Y ~ ~ I i Q PROPOSED CATCH BASINS DATE
i~ ; 11 ~ tJ 1~ ~ ? rl /~I, oouac wHc
1 - ~ ~ 6L% ~C~ ~ 7-21-11 ~ aiv PROPOSED StORM SEWER UNE SCALE
~ smen w?~a.E Dear war e~ e~ 1" = 20'
JOB N0.
~cwu~. ~ Qo sxcnaa
10-032 RD PROPOSED ROOF DRAIN UNE CAD FlLE
1 - - 10-032-GRAD.dw
PLOT DATE
7-21-11
24 HOUR CONTACT
WILLIAM HAMRICK C=25
770-474-4848
OF srEM

It REVISIONS BY
r
a r ~ 7 T
~ _ _
~ _ ~ _ - k . - - r , ~ , WT
_ ~ ~U .
. _ ~ - y ~ ,e. r ~
_ _ ~ r '
- / . z ~ ~ _ti - - - ' ~ ~ - f
- _ ~ - r ~ yam, i _ ,~39
1 / r ~ ^ 4
1 x ~
40.0'
_ D~T~-~T~ ~ _ P01 3. SODDED RIP-RAP
SWALE FOREBAY 40
- 10 YEAR WSE = 344:86 ~ ,
10 YEAR STORAGE VOLUME = 3197 _
. 25 YEAR WSE = 345.25 LEIrE[. SPREADER 3 ~ t
25 YEAR STORAGE VOLUME x,3,676 C.F. o . ;
SEE SHEET C-26 FOR DETAILEI}. PLANS .
/ _ m,n s e ~ ~ . THIS oRaw~c Is THE PROPERTY
/ ~ RIP-RAP ' OF THE ENaNEER AND SAY NOT ~ USED ~ REPRODUCED
DED ~ - ~ M~TNOUT HS WRITTEN PERMISSION
e. WALE ~ , ~ \
4 PVC ~ \ ~ ~ ,
4 ~
. _ ~ . . •
~ I~~ ~
t. : • ~
p1 g2G _ ENQ' 25.0' CONC. x 3~
~o ~ , WALL ° ~ ~
4 ~ - 3YI x -w
. I 3Y irk '~w~° x Ay
~ ~ P5'°
4 x p i~ I END
- _ EXTE EXTEND CONC. WALL 3' ~ ~ x CONC, ~ ~G
5~ _ t 2~ B BEYOND FACE OF I WALL A PREFAB. WALL. I A r r
3A6` 10' ACCESS " Al EASEMENT k TYP. EACH SIDE 3X x ~O W c _y g?
- h m ~q otM~ yy~.,~ W? u ~ x Q C T w~ 7< ¢N
x I ° 25.0' ~ ~ ~ ° a x ~ ~ ~~9W~
,x ~ r
8"~ DRAIN $ ~ ~ O CJQV~i 'x a ~ ply
- _ fNV,. 342.4 ' ~ y 3X ~ ~
- RIP-RAP y
A _ x 0V ~~N iq o ~ ; a
. ~ . 10' ACCESS ' a
4 ASEMENT O Q C dN / ~N
r OREBAY g f"~ t
X ~ ~ <I S Nye ~ ~
SCREEN 5 , ~ ~ , FENCE 2 • ~ ~ ~ a~ Waa~ a'
54. 54. _ ~ ' ? 1 w 4 u
~ h. 2 s
5~ ~ ~ B
4 53. Up°D~ Q ~ J~p~ Z
4. WALL , ,
S 3.1 ~ , 53. 3• , /
a ~ ~ ~ GRAPHIC SCALE ,
STAKING PLAN Z~ W~
C.O. RALEIGH STD. 30.01 2• m
53. CATCH BASIN ~ , , ~ ~ , . tia SCALE: 1 " = 20' o a ~ ~ o ~ ~ Z
~ ~ IN FEET ~ ~ ,Lp ~ o ~ _
f ~ ~ • , ' ~ 1 inch = 20 ft _ 3.
. s - - ~ SEE SHEET C-24 FOR LEVEL o~ J
¢ ~ SPREADER DETAILS o a
Q~
0
ALL RIPRAP TO BE CLASS 1
L.~©!ND STAKING W~
SCALE: 1" = 20' CURB do GUTTER ~ ~
~ ~ WALL TYPES / ~ ~
V O
-~_T SIDEWALK V sus ~ W
Y
. , . - _.~...._.__.~4. W3 COORDINATE NUMBER ~
t _ ~a
~ ~ ~ Oo
/ ~J~ ~ ~I ~ HANDICAP PARKING SYMBOL ~ ~
I r
r ~ ~ w~~~ o ~
~y ~ ~ a~ Y
tr
00 ! ~ 2 7' P~ ~ N~~e~~
3 g w 345,$ GG LL f w~~ ,~a,~ ~ E Q 4 LEQEND GRADING do DRAINAGE a `O °w
•
1 4 EXISTING CONTOUR ~ r V 4y
~ ` ~oaa PROPOSED CONTOUR ~ p
~ G~ ~ ~ 1 _ 41~ ~~E~b~~ y . ,6"'~ C~ M ~ N
w~ir~ © 2 L ~ ~ ~ ~ ~w~ ~ ~ .I( SPOT ELEVATION W
~ • ~ ~ G,o _ ~ 34 I . - _ oasmic PaoPOSm Q Q i . f- r SWALE ~ ~ NO
w~~~ _ ~
0~ ~ ~ I JG~ i , ~ -F HIGH POINT O O 4 N _ CURB ~ (~JT1ER a a $
I i ~ n
r~~ ~V 3~Z~ p ~ ~
p I ~ ~ j 't
~ ~ ~ i ~i~i't~mfviiivu ~ WALL & TOP OF WALL ELEVATION ~iAWN BY
G~ ~ 6
' SIDEWALK APR CHE(~(ED BY
- ~f~' l~ l . i I/ sxa~ roc RH
7~ _ . _ ~ t,,,C" ~ 7~. Y PROPOSED CATCH BASINS DATE
. I ~ ; ~ ~ DWBLE wNO T'_ 7-21-11
PROPOSED STORM SEWER UNE
I SCALE
a sTan~ ~u oRaP Rw R~+ 1" = 20' JOB N0.
.1 i 1 ~ 1Z ~ , ~owu` rvwm sscn°" 10-032
tm PROPOSED ROOF DRAIN LJNE CAD
- 10-032-GRAD.dw
4 f PLOT GATE
- F 7-71-11
f/1orY/ ~ ~OE ~ D SHEET
24 HOUR CONTACT
WILLIAM HAMRICK C'26
770-474-4346
0 F SHEETS

t
REI~SIONS 8Y
,r
Tc CALCULATION CHI "ION CHART (BASED ON TR 55)
5i~et Flaw Shallow Concentrated Flaw Concentrated Flow
~ Flow Trave Travel Travel Top Bottom Channel Flow Travel
~ Length Time Total Area ac C Mannln 's n ~ P 5 ftlft ruin Time Flow Leng~ Tine Width wic~n Depth Length Time S {ftfft) {rein} {ft} S {tt~t} {m~} Manning's n {ft.} (ft) {ft) S {ftJft} (m~)
~ # { } Total Tc 9 z { } { } ~ 1.2 0.13 0.77 2.19 0.150 17 5.78' 0.019 1.81 ' 0.019 1,81 D.010 0.50Q 4.100 0.400 83 0.61 0.38
r 1.3 0.30 0.84 2.00 0.150 14 5.76 0.040 1.15 0.040 1.15 0.010 0.50D 0.100 0.400 187 0.01 0.86
1.4 0.40 0.76 1A5 0.011 27 5.76 0.0~ 0.24 0.0~ 0.24 0.010 0.500 0.100 0.400 177 0.01 0.81
1.6 0.53 0.66 1.78 0.150 20 5.76 0.11$ 0.99 0.11$ 0.99 22 0.023 0.15 0,010 0,500 0.100 0,400 140 0.01 0.64
a 1.7 0.08 0.91 2.28 0.150 15 5.76 0.013 1.90 1 0.013 1.90 75 0.027 D.37
~ ~ 1.8 0.31 0.80 2.18 0.150 25 5.76 O.D4$ 1.70 0.048 1.70 0.010 0.500 0.100 0.400 105 0.01 0.48
~ ~ 1.9 0.19 0.70 1.47 0.150 25 5.76 0.440 D.70 1 1.10 0.19 0.81 0.37 0.011 10 5.76 0.02.5 0.13 0.440 0.70 60 D.D20 D.35 0.011 1.500 0.500 0.250 156 0.025 0.42 0.02.5 0.13 0.011 1.500 4.500 0250 90 0.025 0.24
~ ~ 1.11 0.15 D.80 1.21 0.150 25 5.76 D,440 0.70 D,440 0.70 82 0.062 0.20 0.011 1.500 0.500 0.250 105 0.021 0.31
~ t ~ 1.12 0.36 D.87 0.85 0.011 30 5.76 0.022 0.33 0.022 0.33 98 0.024 0.52
1.13 027 0.75 1.89 0.150 31 5.76 0.190 1.16 0.190 1.16 177 0.031 0.82
_ ~ 1 0.150 5 5.76 0.049 1. .14 029 D.47 2.44 2 68 0.049 1.68 240 0.067 0.76
' ~ 2.1 0.16 0.78 1.93 0.150 12 5.76 0.020 1.34 ~ ~ ~ - r s n 2.2 0.02 Q80 0.23 0.011 18 5.76 OA56 0.15 0.020 1.34 104 0.038 0.44 0.011 1.500 0.500 0.250 88 0.057 0.16
t' ~ ~ ~ ~ ~ ~ ° 2.3 0.27 0.59 0.62 0.011 30 5.76 D. 053 0.23 OA56 0.15 0.011 1.500 0.500 0.250 46 0.056 0.08 0.053 0.23 77 0.042 0.39 Tf~S ~tAWNG IS TFIE PROPBtTY
I t ~ 2.4 0.18 D.63 0.$6 O.D11 11 5.76 0.010 0.20 ~ I ~ , 9 D.o1o D.2o 46 0,02D D.3a o.011 1.500 0.500 0.250 66 0,006 a.32 ~ THE ENaNEER AND MAY
2.5 0.34 0.49 1.16 0.150 25 5.76 0.4~ 0.70 0.440 0.70 0.011 1.50D 0.500 4.250 247 0.053 0.46 -
f~ I~. b I ~ o. , : ~ ~ , "t~ : ~ 1 2.6 0.35 0.80 2.03 0.150 20 5.76 D.175 0.85 N 0.175 0.85 181 0.025 1.18 0.010 0.500 0.100 0.400 0 0.01 0.00 NOT ~ USED OR REPRODUCED
' ' _ `..~4~ ~ " ~ ? 2.7 0.15 0.84 1.00 0.011 45 5.76 0.056.0.32 g N .~m . , s ~„y 0.056 0.32 149 0.050 0.69 WTi#N1T NIS WRITTaI ~IISSON
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~P DETENTION POND1 x„.. ~ 10 xfAR WSE 338.38 ~ 0 a.,..r._e z = ~ ~ _ _ Z o
~ 10 YEAR STORAGE VOLUME = 6.832 C.F. , ~ W
° 25 YEAR WSE =338.67 t ~ °d , r , - r . ' _15 YEAR.STORAGE YOLUME = 7.804 C.f.
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CURB ~ GU11ER DATE
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SCALE
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I#ADWALL FLARED QO SECTM
RD PROPOSED ROOF DRAIN LINE W Cm27
( FEET)
1 inch = 30 ft OF MEETS

_ ~
I ~ _ s~ i r _ ~ REVISIONS BY ;
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SA e .w. r`'~ 10 YEAR H5E 344.73 h ~ . ~ ~ ~ w.. d . ; ~,o „ =a 'g 4. ~ YEAR STORAGE. VOLUME - 3.223 C.F. ~ ; r 1 i .L _
~ ~ 25 4Efd4..I~SE ~ 345:10.. ~ mom,,.,, ~ ' i ~ ~ ~ ^ ~8 % i," i ry~
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~ ' i ` , ~ ~ 7 + ~ - ~ i ! ~ ~ ~ ' ~ ~ ~ ~ THE ENf~NEER AND f~AY ~ 4_ - SED~OR
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Tc CALCULATION CHART BASED ON TR 55 J ~ .k'
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Sheet Flaw Shallow Concentrated Flow Concentra~ct Flow IY^ ~ i"
Flow Travel Flow Travel hannel hannel annel Flow Travel Length Time Length Time Top Width &?ttom Depth length Time 1 ~ DRAWN BY
# Total Area ac C Total TC Mann 's n {ft} p S (gift) (min} (R) S (ftift) (min) Mangy 's n (R.) W~lth (ft.) (ftj S (fflRj {min}
( } ~ 2 3.2 0.34 0.81 1.61 0.150 19 5,78 0.034 1.56 0.010 0.50 0,1 D 0.40 228 0.010 1.04 - ' RBS
a 3.3 0.13 0.93 0.56 0.011 24 5.76 0.017 0.31 64 0.044 0.25 CHECKED BY
3.4 0.28 0.88 0.37 0.001 80 5.78 0.041 0.07 60 0. Q41 0.31 RH
3.5 0.39 0.62 2.42 0.150 25 5.76 0.067 1.49 172 0.(?40 0.89 0.011 1.50 0.50 0.25 22 0.039 0.05 DATE
3.6 0.40 0.65 2.53 0.150 30 5.76 0.087 1.55 207 0.030 0.98 7-21-11
3.7 0.29 0.90 0.71 0.011 25 5.76 0.0$8 0.18 100 Q038 0.53 SCALE
3.8 0.17 0.88 0.$2 0.011 30 5.76 0.033 0.28 57 0.019 0.34 3.9 0.58 0.52 2.43 0,150 25 5.76 0.050 1.67 172 0.055 0,78 1"=30'
4.3 025 0.81 0.64 0.011 45 5.76 0.047 0.34 fit 0.029 0.30 J08 N0.
4.4 0.13 0.76 1.34 0.150 13 5,76 0.042 1.06 0.010 0.50 0.10 0.40 61 0.010 0.28 10-032
4.5 0.41 0.85 1.56 0.150 20 5.76 0.254 0.73 150 0.045 0.58 0.010 0.50 0.10 0.40 105 0.038 0.25 CAD FlLE
4.6 0.41 0.77 1.98 0.150 /0 5.76 0.020 1.16 225 1;.050 0.82 10-032-DA-XHBT.dw
4.7 020 0.61 1.12 0.150 20 5.76 0.350 0.64 89 0.090 0.31 0.010 0.50 0.10 0.40 38 0.01 D 0.17 4.8 0.19 0.89 0.9$ 0.011 36 5,76 0.010 0.53 79 0.022 0,44 PLOT DATE
4.9 0.36 0.75 1.78 0.150 5 5.76 0.010 0.88 0.010 0.50 0.10 0.40 198 0.014 0.91
GRAPHIC SCALE ~ ~21,
4.10 0.23 0.78 1.81 0.150 20 5.76 0.043 1.48 34 9.118 0.10 0.011 1.50 0.50 0.25 109 0.044 0.22 1
4.11 0.24 0.81 1.80 0.150 10 5.76 0.010 1.53 48 0.032 0.28 30 0 15 30 50 120
4.12 0.39 0.58 2.04 0.150 20 5.76 0.050 1.40 100 0.038 0.53 0.010 0.50 0.10 0.40 24 0.010 0.11
4.13 0.06 0.86 1.88 0.150 20 5.76 0.050 1.40 125 0.045 0,48 4.14 0.27 0.66 2.19 0.150 10 5.76 0.022 1.11 0.010 0.50 0.10 0.40 234 0.010 1.07 C-28
416 0.37 0.87 0.96 0.011 20 5.76 0.028 0,22 177 0.038 0.74 IN FEET )
1 inch = 30 it OF SHEETS

J ~ I t ~ i t I' ~ I ~ I~ ~ ~ 1 ~ ~ I~VI~ONS BY
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~ , ~ ~ ~ I , ~ OF THE ENC~NEER AND NAY
r - 1 I YA'~Y - - - " _ t - - - _ J ` , ~ i ~ ~ \ ' NOT BE USED OR REPRODUCED
/ _ ~ I - j `I~ ~ ~ ~ ` WTHOUT HIS WRITTEN PERI~SSON
- ~ ~ ` 1 N~
~ ~ ~ ~ 1' OAKS AT BRIER CREEK, LLC
t / 'f ~ ) ~ ' DB 9954 PG 62 ```~pu~uquuuwpuaGrryi
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I ~ ~ wry 1 r / . t ~ ~ A ~ I l t 1 ~ ~ t ! ! ~ ~ ~ ~ ~ FLOOD FRINGE
15 ~ ? I 1 4 ~ ~ I f
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s~ ~ \
AREA OF FLOOD FRINGE 180 836 S.F. ©G ~ ~ \ J__~. 14P \ ~ \ ~ i8 P 5 \ ti 1
TOTAL AREA OF FLOODPLAIN 239 881 S.F. ~ \ e ~ \ ~ 1 .~13 P~7 D D 1 \
3 t ~ ~ , ~ / - _ J
REDUCED FLOOD FRINt3E ~ 46 086 S.F. ~ ~ s D ~ ~ t t ~ 4 ~ \ 8 9G
PERCENT OF FLOOD FRINGE REDUCTION 30.8 ~ E \
' _ _ ~ T41 12 P 1 fir. ~ ~ t5P v ~ E.I.P. ~ ~ ~ H 1 G I / / MGiFR YY
~ ~®~3 E P 4 ~ t ~J 15 D-RO } 1 ~ i J s ~ .Pi.;. ~ ~ ~ 1 DRAWN BY
12 G O P ~ 3 R4 4 p O RA.., ( / .y ~ 1
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N ~ ~ P t a RT 8 . , R/ h 4s t
N1. 3 ~ ~ 4 1 t P~ 8 4 ~P.~ ~ I I I ~ ~ . i f~ t a ~ o i ` ~ I ~ ~ . y.. ~ ~ _ DATE
lp a1~ T ~ ~ I I h E I II ~I I i ~ ( ~ ~ II ~ i I I , ~ ~ ~ 7-21-11
PV aCA t ~ I @L R t i tC ES ~ I i I I ( ( i I i ~ ~ / ~ SCALE _ /
th S ~ t ~ R1 lly 40~ Qh aY E.LP. ~ I
T. N81~e 953 W ~ 3..,,,,,;`, ~ ~ , '2a./'3w ~/,i/r///~//fly//s
q Y 5~.~e W 157',pg~ S 79~ .JOB NO. E,~,P, 10-032
CAD FllE
100 YR. FLOODPLAIN 10-032-FLOOD-XHBT PLOT OATS
7-21-11
ALL CONSTRUCTION SHALL BE IN ACCORDANCE per
FLOOD FRINGE
WITH ALL CITY OF RALEIGH STANDARDS AND
REDUCTION AREA SPECIFICATIONS. C' 29
F SHEETS

RENSIONS BY
NOTE: HANDICAP PARKING SPACES AND THEIR ASSOCIATED ISLES, 12" MINIMUM SURFACE SLOPES SHALL NOT EXCEED 1:50 (2%) PER RULE 3'-8"
120-3-20-.17 3 ~ THE GEORGIA ACCESSIBILITY CODE. 3'-4"
3,-$„
NOTE: ALI. HANDICAP RAMPS AT VEHICULAR CROSSINGS SHALL
HAVE DETECTA9LE WARNING TEXTURE CONSISTING OF TRUNCATED
"HANDICAPPED PARKING PLACE" MEANS ANY AREA ON PRIVATE PR~'ERTY DOMES IN CONTRASTING COLORS PER RULE 120-3-20-.18(7) OF WHICH HAS BEEN DESIGNATED AS RESERVED FOR USE ~ HANDICAPPED PERSONS AS THE GEORGIA ACCESSIBILITY CODE.
FOLLOWS: ¦ 3'-4" o i
A BY A BLUE METAL REFLECTIVE SdGN WHICH IS AT LEAST 12 INCHES IN ~ i~
WIDTH AND 18 INCHES IN LENGTH ANO IS ERECTED AT SUCH HEK~iT OR IN SUCH A in i~ I
MANNER THAT IT IMU. NOT BE OBSCURED BY 4 VEHICLE PARKED IN THE SPACE ANO EACH SQUARE REPRESENTS A o BEARING THE FOU.OWING WORDS: "PERMIT PARKING ONLY", "TOW-AWAY ZONE" AND MODULE OF 2 1/2 X 2 1/2 ~
"MAXIMUM FINE #500.00". THE WARNINGS REQUIRED IN TENS SUBPARAGRAPH SHALL ~ 10" ~ ~ R4'-4" ~
BE PRINTED IN WHITE LETTERS NOT LESS THAN ONE INCH IN HagfT (~i THREE i~ R5'-7"
LETTERING SEPARATE LINES AND CENTERED ON THE SIGN. THE SIGN SHALL ALSO BEAR THE MINIMUM 1" HIGH ~ INTERNATIONAL SYMBOL FOR ACCESSIBiUTY CENTEREQ BETWEEN THE SECONQ ANO PAINT SYMBOL WITH LINE
~ THIRD WARNINGS. THE SIGN REQUIRED BY THIS SUBPARAGRAPH SHALL BE THE MARKING PAINT 'z OFFlgAL AUTHORIZED SIGN FOR HANDICAPPED PARKING PLACE DESIGNATION IN THIS NOTE: RIGHT TURN
NOTE: ~ STATE. ARROW OPPOSITE
UTTERING & ~ i HAND 2'-8" '-3' R4'-4"
SYMBOL IN WHITE (B) WHERE THE PARKING PLACE IS DESIGNATID BEFORE JANUARY 1, 1988 BY A SIGN OR SIGNS BEARING THE WORDS TOW-AWAY ZONE AND HANDICAPPED 1'-5" 0 0 R5'-7" ~
PARKING ONLY" OR TFNz WORDS "TOW-AWAY ZONE" AND THE UNIVERSAL SYMBOL OF ACCESSIBILITY, THAT DESIGNATION SHAD. BE DEEMED TO MEET THE REQUIREMENTS 6'-7' 1FEIS DRAWS IS THE PROPERTY
REFlEC11VE BLUE OF SUBPARAGRAPH (A OF THIS PARAGRAPH UNTIL SUCH TIME AS THE SIGN OR ~GNS OF THE fNgNEER IWD ~dAY
BACKGROUND ) ARE REPLACED FOR OTHER REASONS, AT WHICH TIME ANY NEW SIGN ERECTED SHALL
COMPLY FUU.Y WITH THE REQUIREMENTS 4F SU~'ARAGRAPH (A} OF THIS PARAGRAPH, OR 2'-s" '-3 NOT ~ U~D~~t REPROIXICED WITHOUT MS WRIT(DI PERION
8'-4"
{C) WHERE THE PARKING PLACE IS ON PRIVATE PROPERTY, IS CONSTRUCTED - - ~ SOLELY FROM CONCRETE, WAS USED BY THE PUBLIC OR FlNISHED PRKX2 TO JANUARY
1, 1987, AND WHICH IS DE~GNATED 8Y WAVING IMPRINTED AND MAINTAINED IN
REFLECTIVE PAINT UPON SUCH PLACE THE WORDS "TOW-AWAY ZONE" AND - "HANDICAPPEO PARKING ONLY" OR THE WORDS °TOW-AWAY ZONE' AND TF~ f o` ~ ~N~'''~. 8'-3" ~c`~~ apt,, '9
UNIVERSAL SYMBOL ~ ACCESSIBILITY, THAT DESIGNATION SHALL BE DEEMED TO
MEET THE REQUIREMENT'S OF SUBPARAGRAPH (A) OF THIS PARAt~2APH UN1N. SUCH 1'-8" 1'-8" ' 1'-8" 1'-8" 10" 1'-8" NOTES: ~"~l
SIGN TO BE MOUNTED 5'-O" FROM TIME AS 1HAT CONCRETE LOT IS RENOVATED, REPAIRED, OR R~IODELED, AT WHICH GRADE FOR AUTO SPACES AND TIME A SIGN SHALL BE ERECTED WHICH SHAD. COMPLY WITH THE REQUIREMENTS OF 5 1 /2" 5 1 /2" '2" 5 1/2" 1. "STOP" LEGEND MUST BE UTILIZED
T-0" FOR VAN SPACES SUBPARAGRAPH (A) OF THIS PARAGRAPH. IN CONJUNC110N WITH EACH "STOP" 11065
RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSBLE ROUTE CROSSES A CURB OR IS BAR SHOWN ON PLAN.
PART OF AN ACCESSIE~N.E ROUTE THAT HAS A SLOPE OF GREATER THAN 1:20. RAMPS - SHALL HAVE A MINIMUM WIDTH OF 3 FEET EXCLUSIVE OF FLARED SAS ANO A 2. "STOP" BAR SHALL BE IN F 5 NAP
MAXIMUM SLOPE OF 1:10. ALL PRIMARY ENTRANCES USUALLY CONSIDERED AS A ACCORDANCE WITH THE GEORGIA '~~,,,N~~11~'A,~,~~~o~` D.O.T. SPECIFICATIONS AND DETAILS
MAR PgNT OF PEDESTRIAN FLOW MUST BE ACCESSIBLE TO MEET 1HE NOTE: GRID 15 USED FOR DETERMINING REQUIREMENTS OF HD SECTION 1(b). LATEST ED1110N.
_ , _ ~ - PROPOR110NS LILY -j - - ~ ~ i
4- ~ i I I~- (i- - I mrn~
I_~.__ ~ _._,....._t ~ I_ i I _ f 4 O Q. ~ ~"O~a
C i ~ I _ 1,...-..,. I i....._.~. _ ~ O
O v wv ~ ~ ~ Oc~auNi
KANDICAP PARKING SI(~1 SYA~OL OF ACCPSSIBBr1TY
~ ~ e
C ~>W~ WHITE ~ ~ C~o~~
HANDICAP PARKING HANDICAP PARKING SIGN SIGN 4" > M a yy
w ~ w W Y
~ ~ O Q [ d N •L a
YELLOW ~ a
`50 ~ ~ ~n
Wa.N~
STOP BAl TOP BAR DETAIL
Z 4" TRAFFIC YEU.OW Z
J STRIPES (15 MIL. j
THICKNESS) a Jg?~ N Q J~+~p~ ~w Z
i ~ 4" TRAFFlC YELLOW I Y+ J SEE PLAN ~ ; ~ ~
Y STRIPES (15 MIL a ~ THICKNESS) r
(~11 N ~ n°. o o ~ U
O ° W c~~
v~ ® ~ ~
= O N O o~~o ~ Z
N N
a a PAVENJ~NT GS (ENTRY Il~~I'ER~SE~C'~IONS) N ~o oc
WN a~ N.T.S. STRIPE03.dwg ~ Q
o a~
a~
0
4'-0" 4'-0" 4'-0" 4'-0" 7'-8" 5 1 /4" 1'-6" W~
1" RADIUS
8'-0" 5'-0" 8'-0" 8'-O' 8'-0" 8'-0" 13'-0' Z
° I SLOPE 3/4" IN 6" ~ ~
U
DovaLE SPACE DOtIBLB SPA~CB w/ t~ffiS FiOR SIDB LQAtRNG VAN SINGLE SPACE ° 2" RADIUS W
Y
a WQ a SLOPE 1" IN 18" /y~r 3
1. ALL CONCRETE TO BE 3,000 P.S.I. AT ~ 000 P.S.I. AT 28 DAYS, AIR ENTRAINED BROOM FINISH. • a IMi n:
~L ~ TT 1 2. CONCRETE TO BE CURED WITH AASHO ~ WITH AASHO APPROVED LIQUID MEMBRANE SEAL ~ ~ ° q q e d. W U=1
d a. q
3. MINIMUM SLOPE ALONG CURB 0.50%. :URB 0.509b. ° m ~ O
4. MAXIMUM SLOPE ALONG CURB 5.00%. .aq ' ~ ° a ~ CURB 5.00%. ~ q , 'd a °
a da ° 4 q ~
5. REVERSE GUTTER PAN WHERE DRAINAGE HERE DRAINAGE IS DIRECTED AWAY FROM CURB. ~ W O
y Z~
2'-0" J O W U
3/4 1 /4" SEC'T'ION ~ y o
1/4 = 5 1 /4" 1'-6" RADIUS 1 /4" 1 /4" ~ W ~ N RADIUS RADIUS Q ~ ~
.d 1" RADIUS 'q N • ~ a ° ° ~ ~ O
d ' 'a d ° ° . ~ ~ 4 N
• SLOPE 3/4" IN 6" • a d d . d q ~ q ~ 'moww
• ~ d. J Y/ J
' d 2" RADIUS ' .d d . - d ~ ° - q °
4 - ~ ° ~
d
a 3/4., N~ SEAL - AASHO DRAWN BY 3/4" NON- M-18 TYPE 'A' APR
N d ~ d ~ EXTRUD d d 4 EXTRUDING FILLER COCKED BY
• a d d 4 d d d RH
4 d . d riAC . Q, 4 EXPANSION JOINT CONTRACTION JOINT onTE
Q • a ~ d. ~ M A; MAXIMUM 50' O.C. MAXIMUM 10' O.C. 7-21-11
a a d 4 SCALE
Q ~ ~ d Q 4 d
24» CONCRETE CURB & GUTTER ASS Noy"
(NOT FOR USE IN PUBLIC ~ 10-032 caD ~
10-032-DETS.dw
N.T.S. PLOT GATE
N.T.S. FLUME-01.dwg
7-21-11
SHEET
24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4345 Cm30
0 f SHEETS
I

REwST~IS BY
SIDEWALK
LSCP. (SEE PLAN
DRIVE /PRIVATE ACCESS EASEMENT STRIP FOR LOC.)
36.3 FT. AND 28 FT. ON PRIVATE DRIVE 'D' 4 FT. 5 FT.
28 FT. ON PRIVATE DRIVE 'B'
24" CURB AND GUTTER (TYPICAL OUTSIDE R/W)
1 1/2" ASPHALT SURFACE COURSE
2" ASPHALT BINDER
8" AGGREGATE BASE COURSE
SUBGRADE COMPACTED TO A MINIMUM 95%
STANDARD PROCTOR DRY DENSITY (ASTM
D-698)
lu ~ Y Ti~S DRAWRJG IS THE PROPERTY P ATE DR[V~ SE~~CION - Y' OF THE ENgNEER AND MAY
NOT TO SCALE NOT ~ USED~OR REPROIXICED
WITHOUT HIS NRITIEN PERI~SSION
,o CARP
o`~~`C~o~~1~ ESSIp~( "'~l
DRIVE /PRIVATE - ING ACCESS EASEMENT PARKIN
- 5
' 24' 18' ' v
6 6 Ft SIDEWALK (WHERE 24" CURB AND GUTTER
Sh SHOWN ON PLAN) (TYPICAL OUTSIDE R/W) "
a b~o~
m m
1+ 1 1/2" ASPHALT SURFACE COURSE 1 1/2" ASPHALT SURFACE COURSE ~ ~ ~ g~~
i1d m ~ EIvWk
2" ASPHALT BINDER 1 1/2" ASPHALT SURFACE COURSE 2" ASPHALT BINDER ~ ~ pw~ ~
'"i a E ° 6" AGGREGATE BASE COURSE 2" ASPHALT BINDER 6" AGGREGATE BASE COURSE O ~ o
SUBGF SUBGRADE COMPACTED TO A MINIMUM g" AGGREGATE BASE COURSE SUBGRADE COMPACTED TO A MINIMUM ~ ~ o ~
95% STANDARD PROCTOR DRY 95% STANDARD PROCTOR DRY C ~ ~ ~ ~ DENSITY (ASTM D-698) SUBGRADE COMPACTED TO A MINIMUM 95% DENSITY (ASTM D-698)
STANDARD PROCTOR DRY DENSITY (ASTM .dN •L a
N D-698) ~
~m~~ ~ s.. ~a~o
WaNC
PR][VATE D[V~/PAI~~I~G SECTION X - ~
JONd' Q NOT TO SCALE ~ ~o ~ ?w Z
M w~l ~ ~ T ~ ~ C]
y3 ~
La ao ~ U
VARIES -SEE STAKING PLAN d ~ ~ ~ W ~
o 'v ai ~ 0:
corn FINISH ~ ~ ~ ~ Z
SLOPE 3/16" PER FOOT GRADE ~ ~ c ~y„ _
12"
1 1/2"0 STEEL PIPE, WT.: 2.272 LBS./FT.
POSTS EQUALLY SPACED ®6' Q.C. MAX. a
x T"YI'ICALCAL ~~CITON Ii1 ~
N NOTES:
- HANDRAIL ON BOTH SIDE OF STEPS 1 /4" 1 /4" W ~
- HANDRAIL TO BE LOCATED ON ALL STEPS _ RADIUS ~ ~ Z
WITH 3 OR MORE RISEP,S ° O
- CONTRACTOR IS RESPONSIBLE FOR 1) ti 1/2" ~ ° a a U 1/4" ~ Y
° yyELp DETERMINING LENGTH OF RAILING RADIUS : ° ~ ° ~ 3
N d
° a ° ..ate Q4 a ~o:
. 4 a d ~ W =
s d 4
O r d d 4
4" CONC. WALK N z a DUNIlViY GR~~OVE a
12" 12" Q 0:
N v, a ° ~ w 1 /4" ~w ~ O
~ • 1 /4" Y+
i i F- ~ i ~ a.' W EXTRUD NG FlLLER RADIUS ~ ~ Q
a. w ----~-.-I ~ ~ d. E ~
° ~ a ~p ~ ~ ° a U
I ° , ° a , : ° ° N EXPANSION _I ! JOINT F.Xi'AN~~SION JOINT a . ' Q F• N
d. ~ ~ : < . ~ DOWN EXPANSION a ~ ~ ° ° Q ~ N
' ' I~i ; a. a EXPANSION JOINT i I i < I r~ ~ E- d a ° ° a ~ W~ qd
-i - i ° _ _ JOINT W o
I_____; ! ~ ~ ~ ~ ~ ~ ~ ~ '~d ~
I ( ~ 1 ~ ~ a ~ .4 ° " i ~ I i_. I ~E - ~ ~ 4"
2 1/4 LD. PIPE ~ -I I -~-=1 ~ ° .'a SLEEVE -CAULK i ~ ~ < . ~r~~~oN Jong ~ $ J
W/ "PORROK" OR ~ ~ i ~ ' ~ - ~~'dr~ ~ ~ ~ t2" 12"
APPROVED EQUAL " ~ ~ g - ~ - NOTES:
TOP & BOTTOM - ~ a. - HANDRAIL a
_ - ~ °0 4 CONC. WALK w 1. CONCRETE - 3,000 P.S.I. IN 28 DAYS. i~tANM BY 2. REINFORCEMENT - fi X 6 W2.9 X W2.9 W.W.M. APR
- ~ U 3. PROVIDE EXPANSION JOINTS EVERY 50'. CHECXED BY
1 2" NOSING Z . ~ ~ -EXPANSION JOINT (TYP) ~ 4. PROVIDE CONTRACTION JOINTS EVERY 20'. RH
- - PLAN VIEW Q 90% COMPACTED SUBGRADE ~ ~ ~ : °Q - w 5. PROVIDE DUMMY GROVE EVERY 5'. 6. TOOL ALL EXPOSED EDGES AND JOINTS TO 1/4" RADIUS. DATE
7. BROOM FINISH IN DIRECTION OF SLOPE. 7-21-11
- - NOTE; CONTRACTOR SHALL FINISH III M 8. MAXIMUM SLOPE 5.0%. ~
N0. 4 REBARS 15" O.C.E.W. - - - ~ GALVANIZED STEEL i,~ATH ONE {t) COAT OF - - _ PRIMER AND TWO (2) COATS OF FINISH AS SHOWN
PAINT AS SPECIFlED JOB N0.
NO 3 REBARS g"
CONC;~ZETE SIDEWA?I~ DETAIL l 0-032
cAD ~
SECTION Z Z NOT PIOR USE IN 1~[JBLIC Itl[GHT OF WAY 10-032-DETS.dw
PLOT DATE
7-21-11
SHEET
TYPICAL STEP DETAILS 24 HOUR CONTACT
WILLIAM HAMRICK C•31
770-474-4345
SHEETS

~1
REVISIONS BY
FOR USE WITH PIPES 6" IN DIAMETER AND SMALLER
NDS Square Polylefin wth U.V. Inhibitor /Cast FOR USE WITH PIPES 6" IN DIAMETER AND SMALLER
Iron / Golvanized Steei Grate or approved equal LER
NDS Square Polyie~n quare Polyie~n Atrium Grate oowNS~ouT
or approved equal roved equal
Slope to Drain Slope to Drain Q ~ -?-Slope to Drain --Slope to Drain to Drain
BUILDING
_ _ - - - _ ' j~....~_ _ _ - - - -
- - - - - - - ~ Com acted Soil ~ - - - - - Com acted Soil P - - p --lil- -I~ ICted Saii
I-~,.--i~
~ - - - - - I NOS 9" low Profile Adapter ~ - - _ _ (1~ NDS 9" Square Catc _i I ~_I ~ ~ I_~ I I-' or approved equal -I ~ i - -i ~ or approved equal " Square Catch Basin
~ .roved equal
NDS Universal Outlet NDS Universal Outlet or Approved Equal or Approved Equal niversal Outlet proved Equal
m ~ 4' MINIMUM D.I. DOWNSPOUT TO ROOF
" ~ " DRAIN PIPE DRAIN ADAPTt'R
6 SDR 35 PVC Riser 6 SDR 35 PVC Risei 35 PVC Riser SEE PLAN FOR SIZE
Tf~S DRAW~IG IS TIE PR~ERTY
0.1. Sewer and Drain Pipe SDR 35 PVC PVC THE ENGINEER AND t~AY
See plan for size Sewer and Drain Tee znd Drain Tee NOT BE U~D~OR REPR~UCED
See plan for size n for size WIiNOUT tNS WRITiEW PEI~IISSbN
_,t ice,---~ `~''~'"''>~r-~. Crushed and Compaq ~ r'~ Crushed and Compacted Stone ; ~ ~t ~ ~d and Compacted Stone
``l~ `~~~I"~0, ,
,~~,,~0~ ~ESS1o~~k9
DA]P~~R DOWNSPOUT TO ROOFDR~IN s *y
CONNECTION DETAR, 5
N.T.S. N.T.S. N.T.S.
ro N o n~
~ " c ~
m m a~ ~
~ No~~
o m ~ o~~W
ro a~~~~~~ a~
MANUFACTURER; STYLE: AEGIS II at a ~ ° b
„ AMERISTAR "MAJESIC INLET CLEAN OUT W ~ ~~m~
FORERUNNER 1555 NORTH MINGO 2-RAIL" / / ~
DOUBLE WALLED TULSA, OK 74116 8"4 P.V.C. GRATE 'U' CHANNEL (800) 321 - 8724 ~yy C~ ® ~ M'VW Y
8'-0" O.C. NOMINAL TOP RAIL - - , - O ~ . dN L WF
~ N Q~
2 1/2" SQUARE ~ ' - 4" TYP. - - - - - - - X 12 GA. POST _ ~ _ _ - Cosh ~ o G IS»n
I _ _ - WaNv
H H 1 _ - I 1 SQ. X 16 GA. ~ a____, ~ ~ ~ __i
PICKET
r ~ JON Q
J~o~ ~ Z
w "FORERUNNER'" " ~ DOUBLE WALLED 6"~ TO BUILDING M J
w Q 'U' CHANNEL DOWNSPOUT m 3 ~ D' c~~,j~ ~ Q
z m ~ BOTTOM RAII 1 3/4 ~ o z 8"~ SDR 35 P.V.C. 1 3/4" ~ a o ~ U
S C D_ car ~ I=-
I - a "NO MAR" POLYESTER o a ai ~ O
~ ° ~ POWDER COATING I MANUFACTURER: o ~ ~ ~ Z
ip AMERISTAR "NO MAR" POLYESTER m Syr
ZINC PHOSPHATE & CONVERSION COATING ~r POWDER COATING ~ o o ii ~
1" ~ 1555 NORTH MINGO ~ N ~ J
co ~ _ _ _ _ _ _ _ _ _ "POWDER-GALV" UNIFORM TULSA, OK 74116 ZINC PHOSPHATE &
11 _I I I I III=1 I ~I I I=1 I I=1 I I=1 I ~I I I=1 I I=1 I I=1 I I I=1 I I-'' ZINC coATiNC (HOT DIP (800) 321 - 8724 CONVERSION COATING ~ Q ~ 1" ~ ~ ~
-III=1 I I- ~ III=1 I I=1 i ~I I I=1 I I=1 I I=1 I I~ I I=1 I I I ~I I h GALVANIZED) STYLE: AEGIS II
_ _ Iil- ° -1 I ~I I I. I I-I I ~I I I_I I I-III-I I ~I I I_I I I_I I I-I STD. HEIGHTS: "POWDER-GALV" UNIFORM ~ ~ ~
I ;I ~ 1= ' III=1 I I=1 I I=11 I=11 I=1 I I=1 ~ I~ ~ I, I ~ I, BASE MATERIAL -11I ° I I I=11 ~I I I=11 I=1 I I I I ~I I I. ~ 4', 5', 6', T, 8', 9', 10' ZINC COATING (HOT DIP W U
=1 I FORERUNNER N.T.S. III-III-III- a "CLASSIC GALVANIZED) W ~
a III-"~I~~ d RAIL S]~I'I4N Y Y 2-RAIL" ~ ~ Z
BASE MATERIAL ~ 0
U
FORP,RUN:NE]~TM ~ Y
RAIL SEC'T'ION X X W ~
o~
N.T.S. - m~
"FORERUNNER'"
DOUBLE WALLED f'
'U' CHANNEL ~ Y
10'-O" MAXIMUM TOP RAIL W ~ 8'-0" 6.C. NOMINAL ~ ~w ~ LL
MANUFACTURER: STYLE: EGIS II
AMERISTAR HEIGHT: 5'-6" 1555 NORTH MINGO "MAJESTIC 2 1 /2" SQUARE J Q 4" TYP. X 12 GA. POST ~ O W
- TULSA, OK 74116 2-RAIL"
(800) 321 - 8724 ( ~ U
X SO. X 16" GA. ~ Y~ ~F
PICKET uI ~ O Q N
2 1 %Z" Q.D. 3/8" O.D.--- 4'-0" SECURITY 3'-0" ON W~
h~IF ~TA'~. PGST METAL P'7ST WALK GATE LATCH SIDE
o - - - - I Ial o N
iA
w A "FORERUNNER" " ~ ~ J DOUBLE WALLED v~/
a 'U' CHANNEL
0 0 i~ BOTTOM RAIL
in DRAWN BY
4" ~ TOP OF RETAINING = - M-~--~-~-- APR
WA LL OPE I CHECKED BY
a•
° a a. a. d v ~ ' .Q ~ d. ~ N _ _ _ _ _ _ - DATE
v d
s a ~ ° a :a I - - I EXPANDED METAL I I I-I ~ I-L~ I~~~ I I-I ~ I-I ~ I-I ~ I-III-I ~ I-III-I ~ -III-I I C I-I ~ I= I~ 7-21-11
a s ~ I I I_I ~ I_I I I_I I - I-III a A ~ ~ ~ I ` - = PAINTED BLACK "III=I I C I-I ~ I-I ~ I-I ~ I-I ~ I-1 I-I ~ I=III-III I I- ~ I-
2 5/8 ~ DRIL4~ED dCORE• ~ . ~ I11=111=111=11 I=I (I SECURITY SCREEN d~ a ~ 3 1 /2 ~ DRILLED CORE MIDDLE POSTS ~ ~ ~ ^ - I- o ICI=ICI . ..III=ICI=ICI=ICI= ~I=ICI=ICI=ICI=ICI=I ` ,.~II~ AS s OwN
END POST ( ) 11~ 11=1111 ~ I ( ) - - ~ MAGNA LATCH VERTICAL =1 I - „ III- I I- I I-I I-III-III-I I -I I -I I, a ,I~ N0:
FILL WITH NONSHRINK ' ' -111=) ~ I=11 rl I , ` PULL LOCKSET WITH FILL WITH NONSHRINK GROUT ~ ((=III=III . M = I° I 1=III=1 ~ 1=III-I I ~ ~-III-1 ~ 10-032
GROUT ~-ni-~~ KEY(BLACK) -LOCK MUST 1=1 I I-I 11=~ ~ I'~ a caD ~nE e I I I-~ I' 4 10-032-DETS.dw
BE MIN. OF 4' HT.
PLOT DATE
r T~*'1 T TT/'V T T T T~1 Tt Ti' /'VT ~ T1 7"T7'11 T/VT'S 7-71-11
~ ri. rumen VIN YL ULAU rhNUh POOL SECURITY GATE DETAIL
N.T.S. DECORATIVE FENCE DETAIL 24 HOUR CONTACT SHEU
N.T.S.
N.r.s. WILLIAM HAMRICK C=32 770-474-4546
OF sHETs

It
REYISHAJS BY
~/8" X 4" X 4" SQ. STL. TUBE
W/ 1 X 6 R/S CEDAR OR EXIST.
WALL r---
CREATED 2 X 6 SCREWED
TO STEEL FRAME
TOP OF GATE SATE
1 X 6 R/S CEDAR
W/ 1/Z" SPACES /4X1 X4 ISTLFI (4 l STL. FRAME o
TOP OF G1AT~LEAR
OLES FOR #10 W00 ~ #10 W00 SCREWS n:
0 0 0 z
I ~ ~ o o ~ ~
- ' H ~
• Tr'NS ~AWNV6 IS 1HE PROPERTY
• 6" .C. STAGGERED ~ OF THE ENgNEER AND f~AY
NOT ~ USED~~ REPR~UCED
• 1 /4 X 1 X 4 L STL ~ WITHOUT IBS ~RITIEN ISION
m I 3/4„
M ~
• 1/4X6X6 • 2 X 6 TREATED PINE 0 ~~.I(111111111 11I I I//~I 11
. ti ~ \ ` " CAROB ~ /////~4
- ESSlq~~9 ~",l
•
• g
>~Nt3B DEfAII.
NOTE; GATES OPEN IN •
~ "~//11111111,"j1 11`
1/2" ROD & TURNBUCKLE ;LE • ~
• #10 X 1 1 /2" ~ b o~ 8 Z
WOOD .SCREW (TYP.) 3" d ~ m ~ < ~ i~ ~ 1' DIA. O.D. PIPE SLEEVE w ~ «
~ ~ ~ Nm~~ oodW
" 7>_0„ 7 0 1/4k1X4 LSTL. a ~ auJ~~
~1 E •e
0 I .-r C1 ~ ~ O
~ 1~„~. FIN. PAVING o p, Y 2 X 6 TREATED PINE ~ 1~ ° `
m ~ ~ W Y K
3000 P.S.I. CONC. c •a~ N ~ w<
N QN ~-3/¢„ O.D. PIN ~ G 5~,
3/8" PLATE 0 Conte
Waa..
"TOR GATE DETAIL SE~~ IYON x-x ~ S ~ ~ Q
J~p~ ~A Z
N.T N.T.S. ~ ~ v~ 0 L 3 r
ci~~ Q
as ~ U
~~r r W=
avm ~ ~ tarn p
~(10N _
~P / ACCESS WALK SEE SITE PLAN FOR LOCATION 0 ~ GIJ~ ~ Z N ~ C~
P 6 PVC DRAIN -SEE SITE GRADING & UTILITY PLANS
40' MIN. AS REQ'D W V1 ~ W O
Q o a~
" BY SITE CONDITIONS 3/4 NON FREEZE HOSE BIB & BOX
_ ~ SEE SITE PLAN FOR LOCATION 0
W~
W
10' M z
~ COMPACTOR GATES v~ 0
U
COMPAC R RECEPTACLE ~W
1' Y Q
8' f 22' f o0 ALL EXPOSED AREAS OF REAS OF . 3
WALL TO BE COVERED W / VERED W/
BRICK VENEER, M W =
A 1' A
3 p
M CAP MATERIAL TO BE BRICK, LANDSCAPE ~ I- }00 P.S.I. CONC. STD. ISLAND Y
STONE, OR STUCCO AS 3000 P.S.I. CON :TAINING WALL TYPE ~
SELECTED BY OWNER RETAINING WALL „ "C" W/ EXTERNi W/ EXTERNAL ~ ~ ~ 0
4 PREFORATED DRAIN - FLUSH MOUNT COMPACTOR CONTROL BOX PERFORATED DR :RFORATED DRAIN SEE ~ y
CONTRACTOR TO COORDINATE ALL ROUGH 14'-0" SITE DETAILS, W j CONTRACTOR TO COORDINATE WITH TE DETAILS, WALL TO ~ ~
COMPACTOR MFG. PRIOR TO CONSTRUCTION IN OF ELECT. WIRING AND EQUIPMENT ~ BE FACED W/ B :FACED W/ BRICK CURB ~ ~ J OOL w :VEER ~ CURB H r U
ALL ROUGH IN TO BE COMPLETE w VENEER 4" SOLID PVC POSITib'E DRAIN TO DAYLIGHT PRIOR TO POURING CONCRETE WALLS ~
?B Q
~N APPROACH WALK = W BRICK COLOR TO BE ~ N
PARAPET WALL I BRICK COLOR ~ ~ SELECTED BY SELECTED BY OWNER = = II-_ III- _ _ _ Q W ~ e. -I ( -I I I I-) I I- ( -I I -I I I^) e ~ ~ O
NON FREEZE HOSE BIB w
HOPPER COVER Q TOP OF WALL -ELEVATION MAY VARY 57 STONE TYP. ~ ;a SEF EF sr III- I-III-_ (-I I - -I I ( .
SLOPE WALL AS SITE # S/ ~ CONDITIONS WARRANT •~ti^' '"r'• ~ G ~ = =1' i=1 11= ' Q cRgo~N ~ I, , , I ~ - t~ ~ ~
w q0 ~ ,a;i.
a 4 PREFORATED DRAIN ~ : ~ p~qN
~ , t ~ NOTE:
t° COMPACTOR GATES I HOP ER PROVIDE ELEVATED GRASS AND LANDSCAPED DRAWN 8Y
M ORA AREA AT ALL ISLANDS AS NOTED APR
w ~ IN TRAP ~ z RECEPTACLE ~ 4000 P.S.I. CONC. TO LOCq SECT t0 ~ ECT. t0 CHEq(ED BY
Q ~ - ° ~ 6 CONC SLAB W/ 6X6 8/8 WWM L REGULq C0~ ~ I Z TIONS '~ATIpNS CONFORM I~~]~DS~APE ISLA]~D SLOPE DETAIL RH
~ - ~ DATE
I COMPACTOR
SIECTION B - B Y~~.. N.T.S. 7-21-11 SCALE
• 5 AS SHOWN
SLOPE TO DRAIN MIN 1 /4" /FT IbB N0.
" P RI 4 PREFORATED DRAT ~ OWNER SHALL MAINTAIN PLUGS IN DUM STER D A NS SE+~T'ION A - A DRAINS 10-032
AT ALL TIMES SO AS TO PROHIBIT LIQUID DRAINAGE INAGE CAD ~ 10-032-DETS.dw
FROM DUMPSTER." PLOT DATE
7-21-11
SHET
N.T.S.
24 HOUR' CONTACT
WILLIAM HAMRICK Cm33
770-474-4346
OF SHEETS

REVISIONS BY
Statement of Special Inspections
Project:
location;
Owner's Representative: Owner's Address:
Architect of Record: ~ >,D„
Structural Engineer of Record: U
This Statement of Special Inspections is submitted as a condition for permit issuance in accordance i+~
with the Special Inspection requirements (Chapter 17) of the North Carolina State Building Code. The
Statement includes a Schedule of Special Inspections applicable to this project as well as the required
qualifications for the Special Inspector and Agents of the Special inspector to perform on this project. d . 100 YEAR WATER ELEVATION
The Special Inspector shall keep records of all inspections, furnish inspection reports, and identify a
discrepancies as detailed by project specifications Section # - "Soecial Insoections". A,
A Final Report of Special Inspections, documenting the completion of all required Special Inspections TEMP. REINF. ,
and confirming the correction of any discrepancies, will be submitted prior to issuance of a Certificate LAP 32 BAR DIA. AT SPLICES THS ORANMJG IS THE PROPERTY
of Use and Occupancy. d a OF THE ENGINEER AND MAY
The Special Inspections program does not relieve the Contractor of his or her responsibilities. )ob Site „e ° NOT ~ USED~~i REPR~UCED
safety and means and methods of construction are solely the responsibility of the Contractor. IMiHOUT tf~S NRITIEN PERfriiSSbN <Q
Schedule of Special Inapeetion ° 4° .
O (11111111111111111111
The fallowing sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows. I ° d:. < ~ TEMP. REINF. \`~`\~,~,nnmiuuinn~,,,,~,
' LAP 32 BAR DIA. o``~~'(~ CAR~~ / °'o
? Soils ? Site Retaining Walls ° AT SPLICES E~1pv ~9
? 5peclal Foundations ?Colct-Formed Steel Framed "X" Bracing /Seismic ~ ? Cast-in-Place Concrete Resisting Systems = \ 4 2 C" A 4 ' .Q i v
? Structural Load Bearing Precast Concrete ? Wall Panels and Veneers c? ~ -VERTICAL S ~ - -
? Post Tensioned Concrete ? Sprayed Fire Resistant Materials w ? Structural Masonry -Level 1 ? Exterior Insulation J~ Finish System (EIFS) = m ~ . 4 ~ REINFORCEMENT 5 a
? Wood Shear Walls ? Smoke Control Q U FAG(tEF~ ~
? Structural Steel ? Quality Assurance for Seismic Resistance
? Quality Assurance for Wind Requirements a ~ °A'° 2" CLEAR ~/~~~''''no,~~unm~ANCP~ A. ..0 '
Seismic Design Category:
Basic Wind Speed: Wind Exposure Category: d d ° °
d' tO n n,-
Statement of Special Inspections Prepared by (Structural Engineer of Record}: ` ~ ~ ~ ° ~ FOOTING ~ ~ o ~ a a REINF. ~ ~ N <
Signature Date ° ~ ~ ~ogQ~ TOE #4 SUPPORT BARS @ ~ ~ ~
. a : Z 3'-0" C/C MAX. ~ ~ 6 a~
Owner's Authorization Accepted for the Building Official by: ~ 1.5"x.7 "D" ~ ~ LAP 16" @ SPLICES a ~ a ~ J
~ KEY ' < . ; ° ~ .4 MINIMUM ~ •~1 ~ U n o
C ~
Signature Date Signature Date
Revision 04/25/11 - - - - _ ID ~ i~ ~ W ;
Z a . d ~ ^ ^ O C . dtv
J cs
"a - v a A , ~ -r W'aaC ~ .a
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ~ III-`) I-1 ~ I-i N'1
PERMITTING ALL WALLS OVER 5 FEET IN HEIGHT. ALL NOTE. MODULAR WALLS SHALL BE PERMITTED o ' U I ~ ,e 4;
I- I , j I- ~ #4 @ FOOTING
YA RE UIRED WALL PLANS MUST BE PREPARED B SEPARATELY BY THE CONTRACTOR. CONTRACTOR SHALL - ~ a REINF. SPACING J ~o ~ ?w Z
SUBMIT PLANS PREPARED BY A STRUCTURAL ENGINEER R STEREO STRUCTURAL ENGINEER AND INCLUDE A EGI BENT ~M I N ~ DOWELS i 3 `t L¦ ~
TO CITY OF RALEIGH FOR REVIEW AHD APPROVAL. a r 1' cL°`~ ~ Q
C MPLETED STATEMENT OF SPECIAL INSPECTIONS. 0 ~,tiv~) U D/2 (2) #4 BARS GEOTECHNICAL ENGINEER TO CONFIRM SUITABLE a ~ W =
BEARING PRIOR TO CONSTRUCTION c
corn r O
CAP UNIT ADHERE TO TOP UNIT BASE ~ ~ Y Z a
W/VERSA-LOK ,are! CAP UNIT ADHERES CONCRETE ADHESIVE ~~,,~_~ti~~~ TO TOP UNIT p v ~ _
IMPERVIOUS FlLL ` W//VERSA-LOK IMPERVIOUS FILL ~ BENT DOWELS o N ~ ~ '
" 12" DEEP CONCRETE ADHESIVE 12 DEEP ~ ~`r„ z: GEOSYNTHETIC REIN ORCEMENT ALL WALLS OVER 42 HIQH SHAD ~HAL~ - CONC. REINF. SOIL N ~ Q
~,y `r SEE PROFILE DRAWINGS ~ r.l ' ; FOR LENGTH, TYPE, AND SPACING ~ HAVE A 42 HIaH RAIL OR FICE :NCE HT. BASE TOE "D" SIZE & VERT. HORIZ. VERT. FOOTING TEMP. CU.YD: LBS PRESS @ ~
VERSA-LOK MODULAR _ ' ~ CONCRETE UNITS ~ ~ INSTALLED ALONG TOP OF WALL iAL` SPACING LEG LEG REINF. REINF: REINF. /L.F. /L.F. TOE PSF p
RETAINED BACKFILL T T LIFE AFETY E 3'-0 2'-6" 0'-7" 12" #4@18"C/C 3'-6 1'-2" DOWELS #4@18"x2'-0" #4@8" 0.23 8.1 1000 ~ ~
0 MEE S COD . DRAINAGE AGGREGATE i W~
VERSA-LOK ~'~12" THICK MIN. ' ~ i Df~AINAGE AGGREGATE SEE ARCHITECTURAL PLANS MODULAR CONCRETE .'~r 12 THICK MIN. 4'-0 3'-2" 0'-9" 12" #4@18"C/C 4'-6 1'-4" DOWELS #4@18"x2'-8" #4@8" 0.29 9.3 1300 W ~
I I_w :i I m; ; FACING UNITS ; . ~ I I:.._.-1 FOR DETAILS 5'-0 3'-10" 1'-0" 12" #4@18"C/C 5'-6 1'-7" DOWELS #4@18"x3'-4" #4@8" 0.35 11.2 1500 r~~ Z
_ .48" DIA. • , I ; - APPROX. ~ ~ ( 4" DIA. pRAIN PIPE
yV/ EXCAVATION LINE -I 1- OUTLET ~ END pF WALL =1 ~ I-I I OR ~ 40 CENTERS MAX. 6'-0 4'-6" 1'-3" 12" #4013"C/C 6'-6 1'-10" DOWELS #4@13"x4'-O" #4@8" 0.42 13.5 1700 V O
VERSA-TUFF PIN GRANULAR LEVELING PAD T-0 5'-3" 1'-6" 12" #4@8"C/C 3'-6 2'-1" #4@16" #4@8"x4'-9" #4@8" 0.48 18:4 1900 w
i ` -REINFORCED BACKFlLL MIN. 6" THICK PIN DIMENSIONS Y 8'-0 5'-11" 1'-9" 12" #4@9.5"C/C 4'-0 2'-4" #4@18" #4@9.5"x5'-5" #4@8" 0.54 24.9 2100 W 3
" ~~`"~J COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY
-11I- , 9'-0 6'-8" 2'-0" 12" #4@6.5"C/C 4'-6 2'-7" #4@13" #4@6.5"x6'-2" #4@8" 0.61 33.8 2300 ~ a
~ounET MIEND OF WALLE TYPICAL SECTION-UNREINFORCED RETAINING WALL ~IIL~I ;:~:~:.a~r~, OR ®40 CENTERS MAX. scALE: NONE 10'-0 T-5" 2'-3" 16" #4@6"C/C 5'-0 3'-2" #4@12" #4@6"x6'-11" #5@11" 0.91 40.1 2700 ~ N
_ ~ SLOPE TO DRAIN (1/8"/FT.) I I I `,l W/FlLTER FABRIC
I ~ '-IMPERVIOUS FILL PIN HOLES AND SLOTS FOR 3/4" 11'-0 8'-1" 2'-6° 17" #5@7.5"C/C 5'-6 3'-6" #5@15" #4@7.5"xT-7" #5@11" 1.06 46.9 3100 ~ O
`-GRANULAR LEVELING PAD SETBACK WALL CONSTRUCTION 6" THICK MIN. VERTHICALSWFALLS 12'-0 8'-10" Z'-9" 18" #6@9"C/C 6'-0 3'-10" #6@18" #5@9"x8'-4" #5@11" 1.22 59.4 3300 ~ ~
14" 13'-0 9'-6" 3'-0" 18" #6@7"C/C 6'-6 4'-1" #6@14" #5@7"x9'-0" #5@11" 1.31 75.8 3600 0
PuTTIN ~Rp~VE ~OR HAL~ UNIT
TYPICAL SECTION-REINFORCED RETAINING WALL PINHOLE gp~~rnNg GRpp~ FpR 0 o FREESTANDING WALLS 14'-0 10'-3" 3'-3" 19" #7@8"C/C T-0 4'-5" #7@16" #6@8"x9'-9" #5@11" 1.49 94.8 3800 y ~
MODULAR CONCRETE UNIT O SCALE: NONE 0 0 15'-0 11'-0" 3'-6" 20" 7@7"C C 7'-6 4'-9" 7@14" ~ # / # #6@7"x10'-6 #5@11" 1.68 114. 4100 ~ O ~
3/4" SETBACK o o Y,'.
e 16'-0 11'-10" 3'-10" 21" #8@8"C/C 8'-0 5'-2" #8@16" #7@8"x11'-4" #5@10" 1.89 140. 4300 Q ~ U > „ °
GENERAL NOTES * y ~ • VERSA-TUFF PIN 17 -0 12 -7" 4 -1 ' 22 #9@8.5 C/C 8'-6 5'-6 #9@17 #7@8:5"x12'-1" #5@10" 2.10 167. 4500 ~ N O
1. STRIP VEGETAtION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 2 PER UNIT ' • M ti{ 2. BENCH CUT ALL EXCAVATED SLOPES. SLf~~1VING 16" pNN~N ggL~ T FOR W ~ 18'-0 13'-4" 4'-4" 22" #9@7.5"C/C 9'-0 5'-9" #9@15" #7@7.5"x12'-10' #5@10" 2.22 195. 4800 Q W ~
3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE u STRAIGHT SPLIT FACE FREESTANDING WALLS „ „ „ 5@10"
UNSUITABLE SOIL. 16" _ 4. SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT 19 -0 14'-2 4'-8 23 #9@6.5 C/C 9'-6 6 -2" #9@13" #7@6:5"x13'-8' # 2.46 232. 4900
PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED PINNING DETAIL "'~~•~•'•'~j~'tr" „ " , N 20'-0 15 -0' 5 -0' 24 #9@5.5 C/C 10'-0 6 -7 #9@11 #8@5.5"x14'-6' #5@10" 2.70 298. 5100 ~ ~ N
GRAVEL, 6 THICK MIN. y:yl••b~ i;:4%~. v; ~ 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL CROSS SECTION
BE UNREINFORCED, 3 THICK MAXIMUM. scALeNaaE e•'w';;.!;;,*'!yl.«~', , ....r. y
7. MINIMUM EMBEDMENT OF WALL BELOW FlNISH GRADE SHALL BE 6" FOR WALL 12° HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. * CONCRETE 3000 PSI
8 FlLL BEHINDTUNITE'SESBCOMPDACIED PACT FILL IN FRONT OF UNITS AT THE SAME TIME VERSA-LOK UNIT * REINFORCING GRADE 60 PROVIDE 42" HIGH RAILING OR FENCING ALONG ANY
9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN UNIT DMENSIONS 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW SCALE; Naa: WALL WHICH IS 42" HIGH OR HIGHER. WALL WHICH ARE DRAWN BY
FINAL GRADE IN FRONT OF WALL. * COMPACT BACKFILL TO 95~ OF OVER 30" HIGH AND IN PROXIMITY TO A BUILDING APR
10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) ii. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM STANDARD PROCTOR. USE SMALL ENTRANCE SHALL NAVE RAILING OR FENCING. ALL OR HAND HELD EQUIPMENT NEAR RAILING AND FENCING DETAILS TO BE APPROVED BY THE CNECKED 8Y
NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. DRAINAGE AGGREGATE DRAINAGE AGGREGATE WALL. ALLOWABLE SOIL PRESSURE RH
12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. PERF. DRAIN 13. SEE ELEVATION DRAWINGS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. t ••+t PIPE ' ' ' ' AT TOE MUST BE EQUAL TC OR ARCHITECT AND ENGINEER.
14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR GREATER THAN THAT SHOWN. DALE 7-21-11
TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLA114N INSTRUCTIONS AND ~ WRITTEN SPECIFICATIONS. ~ ~ ~ r ~ ~ ~ r SCALE
15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. I I ~ ~2„ ~ ~ AS SHOWN
16. ANY SURFACE DRAINAGE FEATURES, FlNISH GRADING, PAVEMENT, OR TURF SHALL
BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. OPEN JOINT AT ~ OPEN JOINT 2" 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION 40 FT. CENTERS AT 20 FT. CENTERS CONCRETE RETAIl~~Il~1G WALL TYPED ~ ND.
INSTRUCTIONS AND WRITTEN SPECIFCATIONS. DRAIN DETAIL DRAIN DETAIL DETENTION WATER RETA~IING WALL 1o-o3z cAO FN.EE
WALLS OVER 4' WALLS UNDER 4' (IF REQUIREO) WA~L DWMICH ISI 42"RHIGH OR H GHER~NGWALL WHICH ARE IF CONDITIONS ARE DIFFERENT THAN THOSE STATED scALE: NONE scAU:: NONE OVER 30" HIGH AND IN PROXIMITY TO A BUILDING
IN THESE DRAWINGS AND SPECIFlCAl10NS, THE CONTRACTOR ENTRANCE SHALL HA RAILING OR FENCING. ALL MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH RAI IN AND FENCING TAILS TO BE APPROVED BY THE N.T.S. RET-OOD.dwg 10-032-DETS.dw PLOt DALE
THE CONSTRUCTION OF THE WALL AR~HI CT AND ENGIN
TV~IS/'~ A t VAT CAD /'~AVQT~S S~"?TIAV 7-21-11
• i r0VnE. V ¦ rvW7 VV• W&W ¦ ¦'1VV ¦ 51%0 Elm
stum NOTEn FINAL STRU STRUCTURAL DESIGN SHALL BE SUBMITTED SHEET
¦ ® VERSA-LOK DETAILS AS NOTED THIS DISK CONTAINS SEVERAL. CONSTRUCTION DETAILS WHICH ARE INTENDED AS AN AID 0 VERSALOK JG BY THE WALL COP L CONTRACTOR. CONTRACTOR SHALL SUBMIT 24 HOUR CONTACT
IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WTH VERSA-LOK STANDARD UNITS. • RAte~in Weil Systems FINAL DETERMINATION OF THE SUTABRM OF ANY INFORMATION OR MATERIAL g PLANS PREPARED
OF RTMEE USS~E CONTEMPLATED, AND T5 MANNER OF USE, I5 THE SOLE RESPONSIBI(11Y 6348 Hwy.36 Suite 1, Ookdole,MN 55128 DETAILS RETAINING SHEET 1 WALL 5/96 ARED BY A STRUCTURAL ENGINEER TO THE WILLIAM HAMRICK C•34
[phone] [phone] fax(s12)naaoss VIDLTO,CAWG CITY OF RALEIGH ,EIGH FOR REVIEW AND APPROVAL. 770-474-4345
RET-O8.dvq OF MEETS

RE4I~ONS BY
0
~ zz_ FINISHED GRADE
O J W 0 ~ ~
U p ~ D. ONE
z o NEW CONC. TO BE 3000 PSI SAW CUT AND REMOVE
~ ~ ~ a EXISTING PAVEMENT c o EXISTING CONC. s •o J ~
~P' NEW ASPHALT SURFACE COUF SURFACE COURSE
c~ ° . ° . ' a a , ~ ~ , o a'.D e . a• ' a • EXISTING PAVEMENT 2 INIMUM MINIMUM EXISTING PAVEMENT /
' Z .s..t~. W I. A.d .u. a.J .i,. a. E ~.,,..Q .N 6 .Q ..ya.y •il•w•y . o ~.:•...d ~i ~4'A.: a'.1: •I'k.'R'.1.•f'1;.. 'I 6• Q;'./: <'k.•4~.1.•f'A.~y ~l':, ° ° o FINAL / UNDISTURBED SOIL
V ° GL ~ a.: ;.L : • •!.:•y.: ~.d e'd • .•d. ' "1• - o °R! oo° o0 0 ° ~'A.Mj':1' W U,1'1 :7i1, 1.t'1 .Y•Ct 'e ~t 41. • ~ o •'•]i~.L •e .'tis .ra a;~; Ei•?:a; ~a.t •~:a o0 0 ~oo ° BACKFILL
' ~ V1 ~ - ~ V/ U " °~~o 00 ~ e BORE 1 1/8" DIA., 1'-O°
' ' e a ~ ; 'a~.; Q W , . ON CENTER ALONG CUT EXISTING ' . ,
' ' • - ' ~ ~ ° ' J z J = 6" COMPACTE ~ ' " ' • ~ ~ • • . & DOWEL W 4 BAR SUBGRADE • ~ ' . • 1 • 1'-0' •
m :.'i '.';•r...' ~ N0. 67 STONE T • • , . ' p Q -EXPANSION JOINT
v / / MATERIAL, MASTIC . • ' UNDISTURBED SOIL 1MS DRANANG IS THE PROPERTY ~ THE ENGINEER ANO ~IAY
BACKFILL, TAMPED , • . COMPACTED FILL ° , ; • SEALANT, AND DOWEL . , • NOT ~ USED~OR REPRODUCED
w IN 6 LIFTS IN 6 LIFTS , ~ ADHESIVE AS REQUIRED • - WITHOUT I~SS W~T@I PERwiIS~ON
U~ , ~ ~ Q ~ w PIPE BY NCDOT STANDARD SPECS PIPE nl OH~~
W ~ ° ~ ~Q ° J Z ° ~ ~ z w SPECS. ' INITIAL •"'~~r~•~.:
U w m O I- ~ w (9 ~ a~ m ~ ~ m Z ~
a ~ ~ r J ~ o' ~ cn UNDISTURBED SOIL ~ z ~ ~ w ~ _ ~ N .o ~ REFER TO S-4 BACKFILL a~~"`nub i~~,~~~
~ ~ ~ ~ Y c° m NOTES: & S-5 & S-5
J ~ o ~ a w Q z o o a~ o SEE S-4 & S-5
~ Y ~ ~ d ° m - ~ cn d a Z 1. The pavement cut shall be defined by a straight edge = Q and cut with an approved sowcut machine. 'sight edge - -
m 2. The trench subgrade material shall be backfilled filled ° ° ° ° ° a 1~5
NOTES: with suitoble material and compacted to a density density 6° #67 STONE /-'MINIMUM SIDE ~
of at least 95% of that obtained by compacting a • 1. See City of Raleigh standards for trenches and pipe bedding sample of the material in accordance with AASHTO sting a 6" .D. OF PIPE 6" CLEARANCE WHEN ROCK IS ~'''o,F I~ P~~~`~``
~ N (S-4 & S-5} for additional details. T-99 as modified b NCDOT. AASHTO ENCOUNTERED 12" O.D. OF PIPE 12" MAXIMUM SIDE '~%~~~.I~~~pN~;,,~~
' m N y ~ - in r inf r 3. The final 1' of fill shall consist of ABC _ _ ~ ~ w J 2. Pavement cuts over 5 0 width shall be e o ced CLEARANCE
r7 `d` co p, U1 U to N.C,D.O.T. Standards. material compacted to a density equal to 100% 'D0~ NOTES: ~
~ ~ d ~ of that obtained by compactn a sample of the w ~ Q 3. Pavement cuts shall be made with an approved saw cut g If the 1. Trenches requiring shoring and bracing, dimensions shall be taken from the as inside face of the shoring and bracing. ~ ~ ~ W
~ ~ w N machine. material in accordance with AASHTO T-80 as Q ~ ~ modified b NCDOT. a b~~~z Cf L
pw - U v 4. Pavement cuts within NCDOT ROW shall conform to the approved y ~ s_ w U on site encroachment ermit. 4. The entire thickness and vertical edge of cut ~t 2. No rocks or boulders 4" or larger to be used in initial backfill. ~ ~ N <
~ p Z p shall be tacked. ~ O N~ 5. The same depth of pavement material which exists ~ ~ ~ o;<~ h exists 3. All backfill material shall be suitable native material. ~ O a ~ a WW
~ rn ~ ~ ~ a ~ shall be reinstalled, but in no case shall ~w z C1 p ~ ~ ~ ~ :
~ ~ ~O ~m the asphalt be less than 2" thick. 4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in a ~ a ~
R R c II N~- 6. The as halt avement material shall be installed r O cD ~O~^ P p tolled non-traffic areas. ~ Ry o
N M cr7 v Zz1~~ and compacted thoroughly with a smooth drum roller m ~ U ~ xo to achieve a smooth level patch. Irum roller O O ~ ® ~ 5. Achieve 80~ compaction in non-traffic areas, and 959b compaction in ~ ~ C7 o g ~
io~m~ 7. Refer to City of Raleigh standards for traffic areas. ~ Fa ~ Y
trenches and pipe bedding (5-4 & S-5) {D 1.1 ~ W Y
CITY OF RALEIGH CITY OF RALEIGH for odditional details. CITY OF RALEIGH 6• If in easement 4" topsoil, and CITY OF RALEIGH O ~ a~
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES & No hand potch~lg ollowed. DEPAI 9. Pavement cuts within NCDOT ROW DEPARTMENT OF PUBLIC UTILITIES 12" clean select fill is required. DEPARTMENT OF PUBLIC UTILITIES a~
AR I TA,I STANDARD CONCRETE shall conform to the approved on ST STAND D BEDD NG DE LS site encroachment permit. STANDARD ASPHALT No boulders 8" in diameter or TRENCH BOTTOM DIMENSIONS & BACKFIILING ~ ~ ~o
FOR R.C. PIPES PAVEMENT PATCH DETAIL PAVE greater allowed in final backfill. REQUIREMENTS FOR DUCTILE IRON w a c°1vn^, PAVEMENT PATCH DETAIL AND REINFORCED CONCRETE PIPE.
DWG. N0: REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE
3-1-8 RRH -30-0 Y.C.A. 12-31-9 RRH -30-00 D.W.C. D.W.C. 11-1-9 A.B.B• 19-0 3-1-8 RRH -30-0
S-~ 6-23-9 S-2 A.B.B. -19-d S-3 RRH D W C ABB -16-05 D.W.C. -23-99 RRH -30-0 s_4 .W.C. 9- -9 JONd~' Q
-I ~,r0 d M Z
ui o ~ p
r ~
GRATE PER CITY STANDARDS TOP OF CURB NOTES: Y STANDARDS i a°• o o Z
t) THE SLOPE OF THE GUTTER TO TOP OF CURB ~ USE STD. N0. 30.13 OR .30.14 D.13 OR .30.14 N0.3 REBAR 3• o.c. d ~ ~ ~ W ~ PLACED 3" FROM
THE CATCH BASIN ON THE UPHILL \ FOR SLOPE SIDE SHALL BEGIN TO' FROM THE GROUT FRAME EDGE aLL SIDES. p 'p m ~ O TO CAB TOP C C C~
12~a' REQ.'S SEE THE CATCH BASIN. THE SLOPE OF ~ SLOE 3'-8" Ct J ~ ~ Z
16' 7' NOTE 1. THE GUTTER TO THE CATCH BASIN 12 3/4. REQ.'S SEE ON THE DOWNHILL SIDE, NOTE t. 7" 7° NOTES: ~ a ~ II; _ 1. FOR 24" PIPE & LARGER USE ~ m ~ _
SHALL BEGIN 5' FROM . ~illi,ulhilii~ ,nn%illi%lill~ii MINILIUMFINSD DIMENSION.OR (D
FLOW LINE THE CATCH BASIN. 2'-0" 2) STEPS SHALL BE INSTALLED IN FLOWLINE ~ O FLOH4INE 1~2" PLASTE ~ •v v . ? CLA 'A' CONCRETE ,e v '0 2. USE 4" X 4" X 8° OR 4" K 8" X 16" ~ Q
ALL CATCH BASINS OVER 3'IN DEPTH, o 2-2° G.I. PIPE OR PVC PIPE DEPTH SHALL BE MEASURED FROM THE ° ADd1ST TO T~ I OF BPoCx _ z SOLID CONCRETE BLOCK. CAST IN ~
B' MIN.,OVER 12' DEEP 12" MIN. TOP OF THE GUTTER TO THE INVERT 2-2 G.I. PIPE OR PVC PIPE ~ PLACE OR PRECAST CONCRETE ~ ~ ~ 2-0' TO MEET NCDOT STANDARDS Iy
UP TO 6' FROM TOP OF ClAtB. OF THE CATCH BASIN. 0 0 0 1/2" PLASTE 2' MIN. ~ ACCEPTABLE. ~ w 3" MA%.
5, 3) SOLID CONCRETE BRICKS MAY BE 8" MIN.,OVER 12' DEEP 5' 8" MINIMUM; OVER 8' DEEP, USED IN 4X4X8 OR 4X8X16 SIZES. T2' MRJ. UP 1T) 6' FROM Q W 3. FOR STEP REQUIREMENTS, ~ e' MINIMUM, OVER e' DEEP 8 SEE NOTE 2 ON STANDARD ~ E- ° 12° MWIMUM UP TO 6' < ~ U
12" MINIMUM UP TO 6' n a n TOP OF (~1R6. °a a ° a 4) NCDOT APPROVED PRECAST FROM TOP OF CURB. ° a ° . Q FROM T~ ~ CURB o, •v° < NO 30.01. ~ °a > v0. >
~ CONCRETE BOXES ACCEPTABLE ~ r,~ °a ° ° a ° ° ! •0' °•s
15' USING STANDARD 5' CASTINGS. t9' 12' S' 12" ~ o a ~ ° . 5) DOMESTIC CASTING REQUIRED WITHIN o ~ ° ° ' ~ ° < ~ F.. ~ ~'O.° a ss v ° 'y Z
o STREET RIGHT OF WAY. ° , ° a ° a ° ° ° . o ' ° ' a °O? ° e a 'a ° ,a °a ° °.9p~° °vvs ° ° ' o.°°. a°, .o'e°v°a °e~
° ° o n ° ° ° + a ? ° e ° . o o ' . s ? ° e ° ? 3000 PSI CONCRETE s. v,? ~ o • . v, . ° e • . n,o. ° • • vv °o.e. v. °e.°v•°r.°. v'°. U
° ° ° 30DD o•n °o° aeon °.a as 0 .a a . ° . a ° a o ° ° ° ° o a ° ° P.S.I. a n ° n ° ao . n o ° , PIPE 3000 PSI CONCRETE p a ' a ° a • ? a ? ° a a a a 1 ° , I a a ° , . rp ~ ~ LL)
30DD ° o o o ° CONC. ° o 0 o e n° ° e o° °a a s a° a, a a s a' a' n' a P.S.I. n ° o ° ° o n ° . ° n e ° ` . ' ° ' ° , . B" 3•_0• s" CONCRETE SLAB TOP ~ Q
GDNC. ° ° ° ° e ° a ° ° a o 0 0 . I ° t/2"Una ° o i""8""~i'~-3'-0?} 4,-4" ~~4'-4 '0"-=1=v i'I 3~'s" ~ '4° ~ a
° ~Z D a n a u a ~ n ~2' D o n° ,o n o o. ° o a a a e° e+°.; o,° o o n° ° e. ° e . n. e a o° 0 0 o a ° ° oe o. e° oo'o eo. oo°s oas . e.o o. o~ ae oooa nova oae . o.
o • . ° o • ° o . ° . ° . e a ° . ° . ° ~ ° 6" UP T012' DEEP ---a oo °oa °o eo'o noaao no.n .°o. °oa 6 T2" QVER T2'DEEP ~0 ~ 6'4" 6 4" I I 6' UP TO 12' DEEP CLASS "A" CONCRETE ~
-r~ 6' - 6'4' 12' OVER 12' DEEP I~
IF STRUCTURE IS GREATER THAN 12' DEEP, F0011NG IS TO EXTEND r NOTES: ~ ~
B' BEYOND THE STRUCTURE STANDARD C.B. STEP 1 1. FOR 24" RCP & LARGER USE I I I a Y
3-#3 REBARS ~ 15' PIPE DIAMETER PLUS 12" FOR
8' LONG MINIMUM INSIDE DIMENSION. m I „ ° ~ ) ~ ~ ,o. ~ ?w W °
3' GROUT NOTES: 2. 24" X 24" CASTING WITH 12", Y+
a' s' a• N PLACE 15" & 18" PIPE, 24" X 36" I I I J ~ Q CASTING USED YNTH 24" PIPE ~ ~ O p
o ' °;p A 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' ' ' ' ° ° 21'/, FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE OR LARGER. IF PLACED 1MTHIN - ~ N U
°~`~°;,°~e 000 000 DOWNHILL SIDE ,SHALL BEGIN 5' FROM THE CATCH BASIN. PUBLIC R/W CASTING MUST BE TRAFFlC BEARING TYPE PER ~ ~ ~ O
A SIDE 2-z• PIPES zz• 2' I~=' PLAN ELEVA110N 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE NCDOT STANDARDS. Yi
iaNC A 3' MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. SLOPE -fa• Baow i i ~ ~N
iOP aF C.B. 4' I 3. 9JP RESISTANT CiEATS d' d 00 3. USE4" X 4" X S" OR 4" X8"X16" - N0.3REBAR3°O.C. W SOLID CONCRETE BLOCK. CAST IN PLacED 3" FROM
~ GR ~ 3. SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES. III I PLACE OR PRECAST CONCRETE TO EDGE, aLL sIDES. ~ ~ NO
g' MRIHIIIM, 2'~~' 8. REBAR C~iRO510N d•~~'~ ovER 12' DEEP 4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. MEET N.C.D.O.T. STANDARDS N ACCEPTABLE. _
12' MINIMUM UP TO (RUB~R) 6' FROM TOP OF CURB. 12' (PLASTIC)
5. COMESTIC CASTING REQUIRED IMTHIN STREET RIGHT OF WAY. 4. ~ STRUCRNtE ~ 15' TTP. ELEVATION SECTI~J A-A 4. FOR STEP REQUIREMENT; SEE NOTE °O ~ $ J 2 ON STANDARD N0. 30.01. vinin'v
f;REATER THAN fr
DEEP,FOOTING IS - DRAWING NOT TO SCALE - To E7nET0 e' BEYOND THE STRUCTURE -DRAWING NOT TO SCALE -
CITY OF RALEIGH CITY OF RALEIGH 3'-0"°. CITY OF RALEIGH _ CITY OF RALEIGH DRAWN 8Y
yzo ° PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT (.3•-D"-I APR
6' . n 6' °°eg.°a a 5 ; ono REVISIONS DATE: 5/6/OS pRAMN er: REVISIONS DAtE s/5/os ~tAMN BY.• MD 4'-4" I --?I REV)SIONS DATE: 7/3/00 DRAMN er: ,ne REVISIONS DATE: ~/3/0o DRAIN) er.• dTe giECl(ED BY
a4o°o' oo • o + a ° ° e ?'q0 ono 5/19/04 JIT 5' OM 7/14/04 WDP Wood.a oa . o ° + ° o a'o a ° °no°.° ~ s/s/ ~ CATCH s/s/os aoP DOUBLE WIDTH s/zD/o4 ,m ~-4'-4'~ STANDARD RH s/s/as wDa STANDARD
3000 PSI CONCRETE 1/n/°7 "oP BASIN V+7/o7 HOP CATCH BASIN DROP INLET JUNCTION BOX DATE
5/31/07 JTT 7-21-11
- DRAWING NOT TO SCALE - STD. # 30.01 STD. # 30.02 -DRAWING NOT TO SCALE - TO SCALE - STD. # 30.03 STD. # 30.04
AS SNOWN
J~ N0.
10-032
CAD fN~E
10-032-DET-STRM
PLOT GATE
7-21-11
MEET
24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4345 C'35
OF SHEETS

11¦
REwSIONS BY
TYPICAL MH FOR STORM SEWER , ,
5 -3 . E
PIPE SIZE MH DIAMETER E , .E E
12-24" 4'-0" 3 N N I/2',0" STAINLESS STEEL DROP HANDLES
30-42" 5'-0" ~ ~
4a" s'-o" SIDE ELEVATION ~ laiw~ ~ o ~
54" 8'-0" B 0 fl N o cal
Q pai 0 oW pal pal
STANDARD MANHOLE i' i. TREAD SURFACE I, B A f moo m
RING AND COVER A A ~~g ~4 HOLwANFOR AN; w pbl pbl ~ ~ t~ + ~ a ~
OLES 15' B z ~ ~ ~ ~ ~ -SEE DETAIL- ~ ~g o ~ o°
, d ; O _ d d . ~ d ®o a Y ..~z Pal Pai M
d~d~ Z C• "d• I, ~ Q ouwio pal TI~SS DRAMINdG IS THE PROPERTY X m Z' m ~ THE ENGINEER AND ttAAY
10 ~ ~ d ~ r 25 I/4' 25 I/4' C°I NOT BE USED~OR REPR~UCED i
I d~ e d• ~ ~ O tTi • d 3! G7 d~e N ~ F.. WIiNOUT tNS WRIT@I SRN
~ PLAN OF COVER B WW °4~_ _ -E'N mNm
12" . o ° 4" E~ 5i> z d: m• e ~6,~ ~6~~ a rD Q N~ Q ° ~
< a~ x U W w Igoll+,uu?nnntunq~
> a ••e' (n
4'-0" d SLOPE 45' J ~ r ,
2'-4 /2 - I I' 2'-4 /z' " 1 I i /3' W C ~d . n ` C 6` THICK UP TO 12' DEEP . : ca < ~ ~ 12' 1HICK OVER 12' DEEP d . 5'-3' ~ N ~ ~ Q ~ E N m ~
N 5/8" ~
-?I s" ' ; : N 6, I•- SECTION A-A F_ mN W ~ -M ~ w°w Wz Q JVl =WWO_ Q 1065
21~/; Ez ~~crc M~ W r,, NOTE: ~"o
B 3' 6' I/Z~~~T~/z~ Q 3000 PSI 3000 PSI CONCRE A rT K =aa + _ PAINT WITH RUST INHIBITING ~''~,~F` I~ ~~`~c
GROUT lL rh BLACK PAINT C. LPN~P`~~ -.I Y tlilllltlllilllllllll
SECTION A-A SECTION B-B } ~ ~ E ~ © M ~ J
SECTION B-B ~Z°~ NOTES: TOP VIEW ~Z& Mm x2 3 ~V)H
oaM B 1. DEPTH MEASURED FROM TOP OF $°Z 'qJ~.
CASTING TO INVERT OF MANHOLE. '1s'aouwD it/2 121 ' II , m DETAIL OF N a
EE pbl PLATES ~ ~ ~ ~ ~ a l
. P C M 3~4' ~E 2 RECAST MANHOLE 0 PONENTS SHALL -P G+~ MEET ASTM-C-478 REQUIREMENTS. - ~ aE ~ O ~ ~ ~ C n~~
~ m
3. SEE STD. # 30.15 FOR MANHOLE - I~.NUT _ - a~~ _ 16NC ~ w a~°_~`
COVER DETAIL. (,,,_5,_.#,I 3'a q/Z o ~ a~ g as •n a~~M
4. DOMESTIC CASTINGS REQUIRED DETAIL OF HANDLE O °
A A WITHIN STREET RIGHT-OF-WAY. 21'/+' $ , E ~E g ~E 6 SIDE ELEVATION ~
Y
4 SHEET 1 OF 2 a 21/; ~P ~ E Q U ~ SHEET 2 Of 2 -DRAWING NDT TO SCALE - ~ ~ ~ ~ W 3 BILL OF MATERIAL ~ c . aN
CITY OF RALEIGH CITY OF RALEIGH - z a CITY OF RALEIGH MATERIAL LIST FOR ONE UNIT -MAKE UNITS CITY OF RALEIGH w
v PUBLIC WORKS DEPARTMENT 12' ~4, PUBLIC WORKS DEPARTMENT ~ Y ~ o p PUBLIC WORKS DEPARTMENT 1 C15 X 33.9 CHANNEL 62 1 2" MK-cal PUBLIC WORKS DEPARTMENT = ~ s~
9 4' ~o:o~ REVISIONS DATE: 7/3/00 DRANK er.~ Ji8 REVISIONS DATE 7/3/OD DRANK 6Y.• J78 a 3 ~ REl?SIOtti REVSIONS oat: ~/s/os oRaxa er• 4 1/8" X 1" H.R. FLAT 8AR 3" MK- a1 REVISIONS oan_: ~ ~ ' "o 2 3/8° x 3" H.R. FLAT BAR 10" MK-pb1 ~/00 DRA~4r! BY.~ J18 w a N,-
B 5/24/04 J1T STANDARD 5/?4/04 Jif CATCH ~ W z > o°. 6-6-06 WDP CLASS "A" 5, ~ 6/6/06 wDP BASIN E cWn ~ a BOLTED '/z~/04 ~ 2 1 2" STAINLESS STEEL ROUND ROD 18" s/s/os ww CATCH BASIN
TYPE A It ~ i''S-"I A TIN •4E ~Q ~ COVER 8 1 2" STAINLESS STEEL HEX NUTS STEEL TOP
SECTION C-C MANHOLE C S GS - END ELEVATION a o ASSEMBLY 4 1/2" STAINLESS STEEL FLAT WASHERS
- DRAWING NOT TO SCALE - STD. # 30.05 -DRAWING NOT TO SCALE - STD. # 30.11 STD. # 30.11 STD. # 30.12 ~ $ o M Z ~kM ~ ~ J
N ~ r ~ ~
i 3
oa oo Z U n W = 0. ~C~n ~
v ~ ai ~ O
B 2'-9' m ~ Z s, a
I' 0 boo
B W N a J
• r o a~
ARM IT Q MIT R~, o ROUNDABOUT ~ a o
_ o Q
_ C===~ C~ o R QG~~ DESIGN VARIABLES ~
Q ~~R S - DD S ~ R/W cNTSI ~ W
N
231/2' 21' g. ~ _ _ _ _ _~.5' - ~ _ W
N ^1` O t1NSCR16ED CIRCLE RAOtUS) ~ o
N U
\ r~ N , V N r ~F ~ p t CENTRAL ISLAND w
A A I v2 ~ ~ q /a'= M M O~~ N o f ~ SIGHT EASEMENT) Y
- Pq ~ CE I/2 0 d/z' N sP~cE ~0 3" t TRUCK ~ ~-w:~. _ W 3
APRON ? ~ _ _ _ . ~ a _ ~
3 3/a' I/2' 0
D o 7/a' A ~ A ~ N o 2 3/4 0 tC)RCULATORY m N
~ - L._____~ - I I/4' m ROAD WIDTH)
3 T/a' - COVER 120 L8' COVER 120 LBS. MINIMUM _ _ ~ t:. ~.j:.. Vii.:.
Y
0 I I/2' 5` CONC 30" MOUNTABLE CURB W o
25 1/16' 25 I/16'-~ 1, S I OEWALK CURB t OPT ]OVAL 1 y
B ~ - - 23 ii/16'~--?~ MOUNTABLE J z Q
SECTION B-B ~ - m CURB ~
M Q BUTYL-NEK OR APPROVED SEALANT T f/2, 22'
2'-0' B BETWEEN FRAME AND 2r y ~o
I' 113/4 SECTION B-B COVER W ~ N _ _
N
s/a' v2' ~/a' ve' 2' 11/4. 25 15/16' ~ W
1. n~4, 33 I/4 O 33 I/4' ~ ~ N
N N II/z
~ - N Q ~/Z 5/8"X3" 5 8"X3" LAGSHIELD IN HOLE Y+ J
NOTES: ~ , ~ DRILLED / DRILLED INTO CONE OR
-?I 4 I/2' t'- -?i rho- 2 v2 ?/z 1 ALL MANHOLE FRAMES SHALL BE RING WIT N , ~ ~ BE DOMEST1CAlLY CAST. DESIGN [ RING WITH ANCHOR SUNK TO
SECTION A-A 3y4' I /z e~; j 2) FRAME SHALL BE A MINIMUM HOT DIPf DESIGN DEPTH, AND 5/8"X3" ~ HOT DIPPED GALVANIZED DRAWN 8Y
4%z' ''/z' WEIGHT OF 182 LBS. WITHIN LAG BOL LAG BOLT AND WASHER. APR
STANDARD 24" X 24" DROP INLET CASTING SECTION A-A PUBLIC ROW AND 160 LBS.
CITY OF RALEIGH CITY OF RALEIGH WITHIN EASEMENTS. CITY OF RALEIGH CHE(~ED 8Y
PUBLIC WORKS DEPARTMENT 3)COVER SHALL WEIGH A PUBLIC WORKS DEPARTMENT MINIMUM OF 120 LBS. p PUBLIC WORKS DEPARTMENT RH
DATE 7 0o axro er: STANDARD 24 X 36 4) ALL MANHOLE FRAMES OUTSIDE REVISIONS /3/ DR Jte DROP INLET CASTING REV15rONS DATE: r/s/oo DRAwH BY: JTe OF PAVED SURFACES SHALL BE REVISIOA REVISIONS oar srs/o~ nRax~ er: drr DATE
s ?5 oa JTr DROP '/~s/0` STANDARD BOLTED TO THE CONE 6/s/o6 MDP INLET 6/6/06 NDP DROP INLET SECTION OR RING WITH A 7-21-11 STANDARD STORM ~q~
MANHOLE COVER AS SHOWN
CASTING CASTING MINIMUM OF 4 BOLTS PER FRAME.
- DRAWING NOT TO SCALE - STD. # 30.13 -DRAWING NOT TO SCALE - STD. # 30,14 STD.# 30.15 ,108 N0.
10-032
CAD ~
10-032-DET-STRM
PLOT DATE
7-71-11
SHEET 24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4345 C•36
0 SHEETS

REN~ONS BY
SEE NOTE ~3 ON vARIaBLE SLOPE vaRiara.E scoPE
SIDEWALK ACCESS RAMP A ~ SEE NOTE 1 SEE NOTE 1 DUMMY JOINT a'o' MML D A SHEET 4 of 4 NOT TO IXCEED NOT TO EXCEED MIN DUMMY JO1NT 1z,1 n:1
SHEET 4 a' STOP BAR TYPICAL
ASSED AREA ~ PED-XINO 18'-0' 16'-0"
SIDEWALK SDEWALK ~ 6'-0' 4'-0' MIN 8'-0' 4' 6'-0" 4'-0' MIN. 8~_0• BACK OF 5' SIDEWALK ~DEwALK
\ ~ X .4., ~ r;• TOP Of
F ~ 4' STOP BAR W ~ 1~~ ~'0qy ~ o ~ ~ 1/2" EXPANSION JOI CURB
~ ~0 sipN a c~ •o' ~ D ~5~0 ~p~N a' sTDP BAR SEE NOTE 1 vv~ BACK OF CURB 2d .0' n GRASS STRIP D DEPRESSED DUMMY DEPRESSED
~~Q P 0~ l TYPICAL STANDARD STANDARD JOINT CURB CURB CURB
EXPANSION JOINT gpEWA1,K ~ srDEwax FACE OF CURB . ~ ~,-+-16.00' • ~ SECTION "C-C"
~G O1V A 2' DOUBLE ACCESS RAMP A • . z' DETECTABLE waRNINC DOMES TICS DRAWiNG IS 1NE PROPERTY
~ 0 DETAIL SHOWING TYPICAL LOCATION SEE NOTE 1 INSIDE PEDESIRA/N ``0~ Q5 ~pM OF SIDEWALK ACCESS RAMPS, PEDESTRIAN TYPICAL CROSSWALK LINE PEDESTRIAN CROSSWALK _ ~ _ ~ c"I°Re OF THE ENgNE~R AND MAY
0~ ~fy s t~ ~0 ?p~~ CROSSWALKS AND STOP BARS, to' MINIMUM I cRDSSwaLK as'-D" NOT ~ USED at REPRODUCED rnMUM y~/y~ u' y~
r o~~ ~ ~ ~ ~ 0~ DOUBLE WHEELCHAIR RAMPS ARE TO BE m 8'-0" 4'-0" MIN. 6'-0" BACK OF SIDEWALK pll~yyT IBS IRIITIUI P~)
F ~5~~ ~R SIDEWALK ACCESS RAMP a. '~A QP ~ 0 R~ INSTALLED AT ALL PUBLIC STREET ~CESS RAMP $1DEtYi~" VAR SLOPES NOT TO EXCEED 121
qti ,E~ O P ~O r•.. S/p \i2 ~1 00 p INTERSECTTONS WHERE SIDEWALK IS VARIABLE 6' 7CP OF CURB
a, 0~,1, Q Q5 '1iy REQUIRED. WHEN SIDEWALK iS 0 T 0~ 0 poi REQUIRED, CURB IS TO BE DEPRESSED
, : • ~ 0 Np 8.5'(UNLESS OTHERWISE SPECIFIED) o a , \ ~0 AT ALL RAMP LOCATIONS AS SHOWN ~ SPECIFIED) DEPRESSED CURB SIDEWALK ACCESS RAMP • GUTTER `\`~~4~11Nn,C'ARO~r/~~4hi Z' DETECTABLE LINE J~~ O ESSi
' • ON 1HIS SHEEL SEE NOTE 1 2' DETECra \ SEE NOTE 1 WARNING DOMES C~ 2' DETECTABLE STANDARD 2' 6' STANDARD CURB
TYPICAL 4' STOP BAR TYPICAL \ 4„ ~ ~ 121 MAXIMUM W ASE' NO a pp CURB ~ GUTTER UP N07 TO EXCEED LOPE WAR~NI NOJE~'IE5 DEPRESSED CURB
SECi10N "D-D" L
\ AI,K s+oEWALK 3.5' RADIUS \ SIDEWALK ACCESS RAMP • • RAMP WIDTH AREA VARIABLE 1065
C ' ~ 2 4' STOP BAR a- BASE DIAMETER t,~-~~ 0.45 R 70 0.70 R ''c~ aGit~ ~(V``~
~j ~ I. g a SECTION "A-A" _ ~ 4" CONCRETE ~ 0 0 0 0 Q 0 'o, ~ p`~
o/ a > a' smP BAR S > FOR ALL PUBLIC STREET 11E-INS STREET 1}E-INS FOUNDATION J 0 0 0 0 0 TOF DIAMETER OF NO ~np~m ~ mm "`1GP``\~~ z 1. LAN LESS THAN 50% TO
~ A 0 0 0 0 0 0 0 NO MORE THAN 65%
,~••a: SIDEWALK SIDEWALK 08 0 0 0 0 0 OF 7HE BASE
SEE NOTE i SEE NOTE 1 " SLOPE 12:1 MAX (5'-4" MIP EXPANSION " \ ~o, , ro TYPICAL TYPICAL 12 1 MAX (5'-4" MIN.) DIAMETER DEPRESSED CURB N ° n ~
JOINT ~ ~o$, • 5. SIDEWALK o • . ~ DETAIL SHOWING TYPICAL LOCAliON OF SIDEWALK ACCESS RAMPS ' DETECv 0.65" i,6" 70 ~ ~ 2' DETECTABLE 0.9" TO MIN. ~ o STANDARD 2'- 8" .20'
~ x^80 , PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTfON. 2 'o opo,Q 4 4" ~ SEE NOTE waRNrHC DOVES cuRe & C(/TTER SIDEWALK T.4" 1 2.4 .~i ~ ~ < UI ° ~ m~ SEE NOTE }'i l 1 ~ ~ a ~p
0 0 : t' o V'i+d j~` ~ ~ ~ 40 ~i' PRECAST CLASS "B" U ~ k~
R,~pC~ !.r..,,•..,•.. GRASS S1RIP 2" . , ..,•ti., W ' T DETECTABLE WARNING CONCRETE ~ ~ ~
EXPANSION JOINT :A ~'<< DOMES a ~ ~ ~
4' STOP BAR a° CANCRETE / ~ ~ p •
B B SECTION "8-B" FOUNDATION NOTE: ~ O W ~ "B-B" / ` ALTERNATE MATERIAL MAY BE USED PROVIDED THE 0 v >y ~ ~
sroEtvALK SIDEwauc "''n„``"n,, PRODUCT HAS BEEN APPROVED BY 7HE CITY AND / 1HE MANUFACTURER'S INSTALLAT)ON REQUIREMENTS ~ ~ ~ o r
1/2'EXPANSION JOINT FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPI atAS.s~D AREA GASSED AREA OR PRIVATE STREET TIE IN. 4ALT 51TiEET TYPE DRIVEWAYS STREET 11E IN. s~P.~. ARE MET. 0 H ~ W
SLOPE ~/4'' 1' SHEET 1 OF 2 SHEET 1 OF 5 SHEET 2 OF 5 SHEET 3 OF 5 ,c . ~ty
7" 6" SIDEWALK DEPRESSED CURB & IWNGS CITY OF RALEIGH / CITY OF RALEIGH ~ m
CITY OF RALEIGH AT RA"o' CiTY OF RALEIGH 7" 6" PUBUC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT NOTES: PUBLIC WORKS DEPARTMENT SV~e PUBLIC WORKS DEPARTMENT ~ n^
FOR RAMPS AT ASPHALT TO ASPHALT STREET .DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL REVISIONS DATE• 7/3/00 DRAWN BY: JTB TYPE DRIVEWAYS OR PRIVATE STREET iiE IN. REVISIONS DATE, ~/3/0o DRAM! BY.• JTB WIDTH OF THE RAMP FLODR AS SHOWN ON DETAIL MiNiMUM SIZE GTH AND FULL w -a N,^, iIMUM S1ZE REVISIONS DAZE: 7/3/00 DRANK BY.• JT8 t` REVISIONS DATE: 7/3/0° DRAWN BY.• JTB
5/5/04 J1T SIDEWALK ACCESS 5/5/0417 SIDEWALK
2'0" 4'0" 5'0" 5/x/04 JTi DRIVEWAY g/'/0'''~ SIDEWALK OF PAVER SHALL BE 1' x 1'. 6/1/06 JTi AND SEE SHEET 5 OF 5 FOR AODIiiONAI PRIVATE 6/1/as Jrr ACCESS OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE ,EITHER 1/n/o7 WDP 1/17 a7 xoP ACCESS FACE ,EITHER s/s,/O7 ,m RAMPS 5/31/07 JTT RAMPS
SIDEWALK. DETAIL STREET AE IN DETAILS 1/12~T ~ RAMPS LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE zrNG THE TYPICAL LOCATION ISOMETRIC VIEW U °o ro ~ Q
DETECTABLE WARNING AREA. STD. # 20.01 STD. # 20.11 STD. # 20.11 STD. # 20,11 -I ~M ~ ~A ?
wr J vi o ~ ~ p
r c n°. `o o ~ U
~ ~ W a ~
o~m ~ ~
0 N ~
CITY OF RALEIGH SIDEWALK REQUIREMENTS FOR PRIVATE STREET TIE-!NS SLOPES FOR VARIABLE SUPER ELEV. "SUPER ELEVATION RATE Z
SIDEWALK ACCESS RAMPS FOR STANDARD 2'-6" CURB ANI -6" CURB AND GUTTER N rno ~ _ ~ ~ w00N
GENERAL NOTES ~ A. PRIVATE STREET AE-1N TO PUBUC STREET > ~ ~•Oi ! 03 _ w 07 ~ 03 ~ ~ Q
WiTH SIDEWALK ON THE PRIVATE a ' . , t _ ~ , S1REE7 ONLY - ~ ~ m i
1 .03 _ N a
1. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS USE DIAGONAL RAMP ON 80TH RAD USES ~ '.o° • Z ~ w w ~
BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC, 02 02 OPERATIONS, REPAIRS, CORRECTIONS OF U71L177ES OR ALTERED FOR ANY REASON AFTER `0 ~ ~ - ~
SEPTEMBER 1, 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY `0 ~ ' ° ~ ` HANDICAPPED AT ALL INTERSECTIONS WHERE B07H CURB AND GUTTER AND SIDEWALKS •D2
ARE PROVIDED AND AT THE OTHER POINTS OF PEDESTRIANS FLOW. ~ PUBLIC ~ ~ ~,.D3 .0~ Q Q W e~ pZ Q Y =Y =
IN ADDI710N, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES 1 ~ m ~ O9 t 05 ~ ° O ~ w w h Q ~ ~ ~ ~~U)~ 2 ~m ~Z ~ Z
PRQVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER JULY i, 1976 ~ ~ WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. B. PRIVATE STREET TIE-iN TO PUBUC STREET .0~ .05 ~ wwQm U W~ =O ~ ~
° ~ w w0 ull= V
THE AMERICANS WITH DISABIUIIES ACT (ADA) OF 1990 EXTENDS TO INDINDUALS WITH WiTH SIDEWALK ON 1HE PUBLIC STREET ONLY - ~ w ~ x.04 ~.DD ~ - DISABILIIIES COMPREHENSIVE CIVIL RIGH?S PROTECTION SIMILAR TO THOSE PROVIDED USE STRAIGHT flE-IN ON BO1H RADIUSES AS PER > W ~ ^
TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER iNE STANDARD 20.ti SHEET 2 OF 5. a ~ ~ ~ CML RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED `.OD ` q, M d~ w ° m n°". W d os ~ ~ = o o m J Q ui ~
TO COMPLY N7TH CURRENT ADA STANDARDS. ~ H ~ UT Y ti. U) J
sw€wux s~wux 05 01 D ~ ~ a e ZF-U J -J~ O Z ~ ~ y11 'oT ~ . oawmw Q 3~' X30 ~
2. SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCA110NS AS SHOWN ON THE PLANS AAA ouae ~A~ "~A ~ ' ~ ~ OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS ArRalw .0t -
INDiCATED IN THE DETAIL HOWEVER, THE LOCA1)ON MAYBE ADJUSTED AS DIRECTED BY Puauc sTREEr THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT x.06 x•02
PLACEMENT. A7 ALL LOCA110NS, NOT LESS THAN 2 FEET OF FULL CURB SHALL BE PLACED C. PRIVATE STREET T!E-IN TO PUBLIC STREET ~ ~T2 08 w~ apNm~ ~ hod ~ r vo oQW~p y, z~Q r O
BETWEEN DOUBLE RAMPS. WITH SIDEWALK ON BOTH THE PRIVATE AND t0 " ~ ' PUBLIC - ~ N ~ W ~.D2 ~
DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET fN1ERSECTIONS > ~ ? ~ ~ cos m~ U ,o ~n ~,~QO~ ~o ~Zm W ~
WHERE 51DEWALK IS REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED USE DIAGONAL RAMP ON BOTH RADIUSES. a ~ a y Al ALL RAMP LOCAITONS AS SHOWN ON SHEET 1 OF 4. 6" 24" U N Q U ~ I ~ H Y U F' Z ~ f- ~ 0_ ~ ~ V.
S/W AGAINST iRAN$ITION BETWEEN mm va ~OUm~ 3m O~ W~p ' ~
3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA CURB dr GUTTER 1HESE POINTS SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT 3" ° 4 NN o; cn~Ul~D' ~ JQ~ = O 0
R RAY FOR CONTRAST WI1H DARK PATHWAY COLORS. 6„ "3" CONC ETE G 10" ° 10" "0;',° 0] ~ZO~Z QU I? jai ~ ~ U
° ,^u . 6"° . 7" Q °e I UZ Off;}~ W~Q ZQd L ~
4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 0.08 (12:1) IN RELATIONSHIP TO , THE GRADE OF THE STREET. 6„ Z J 0~ °e ~ W ~z p U W O w I- O Y O /IyM O
PUBLIC • PUBUC ~ " • " ` r 18" 1- Z" ~ ~ QG c' mOU O~Z~o ZQ Q~ ~wm Q ii N :
5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" W~
HOWEVER, RAMP MAY EXCEED 48". D. PRIVATE STREET 1TE-IN TO PUBUC STREET 1. 30" CURB & GUTTER WITH NO SIDEWALK ON EITHER SiDE - ~ - 2. 30" VALLEY TYPE GUTTER ~ ~ M ~ ~ O m O d ~ _ ° m Gi ~ p ~ Q a ~ ~ ~ N :
6. USE CLASS A (3000 PSI) CONCRETE WiTH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH ~ NOTES: ~ o °ow =~tU~~ o¢~ av~i ~c=113 W a N W e
NONSKID SURFACE. INSTALL DEPRESSIONS ~ 1. ]0' MAXIMUM BETWEEN CONSTRUCTION JOINTS. FOR A STRAIGHT TIE-IN a ~ " ~~a ~-vloa_a z~ N M ~ J
ON 801H RADIUSES 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS 7. A 1/2" EXPANSION JOINT WiLL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP AS PER 9" ABOVE ON MACHINE POURS. Q y z :o 00
JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. 2. 1/2" EXPANSION JOINT EVERY 90'. W Quo
NOTE: ~iAGONAL RAMP REQUIRES A 60" DEPRESSION; 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. ~ o•, UM. ~ Q ° in Q m U
8. SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUC110N, AS SHOWN ON STANDARD RAMP REQUIRES 48 DEPRESSION. SHEET 5 OF 5. 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET ° DRAWN 8Y
JT PUBLIC THE REQUIREMENTS OF SEC1)ON 1026-2 OF NCDOT ~ o
SHEET 4 OF 5 6=0' so" s=0" •rop of CtIRe SHEET 5 OF 5 STANDARDS & SPECIFICA710NS FOR ROADS AND ~ STRUCTURES. DT SHEET 1 OF 2 ° • a SHEET 1 OF 4 APR ' ° ~ ~ CfIEq(ED BY
CITY OF RALEIGH 70IX~Di2ct CITY OF RALEIGH CITY OF RALEIGH ` o ° = Q w CITY OF RALEIGH RH
5. ALL CONSTRUC7TON JOINTS SHALL BE FILLED PUBUC WORKS DEPARTMENT „ ..o , ; ; s" PUBLIC WORKS DEPARTMENT WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT ~ o° ~ ~ PUBLIC WORKS DEPARTMENT DATE
REVISIONS DATE: 7/3/00 DRAWN Br: JTe GUTTER LINE REVISIONS DATE: 7/3/00 DRAWN BY: JiB WITH NCDOT ROADWAY STANDARD DETAIL 846.01. 'o ~ REVISIONS DATE: 7/3/00 DRANK BC JTB ~ Fw.. w REVISIONS DATE: 7/3/00 DRAWN BY. JiB 7-21-11 iN 5/13/04 JTT ~ U ~ 5/18/04 JTT
5/6/04 JTT 5/a/04 JTT THE JOINT MATERIAL SHALL CONFORM TO SECTION FOR e~/os CURB = ~ ~ a/s/os Jn 26' RESIDENTIAL STREET
6/2/06 JTT SIDEWALK STANDARD CURB LiP NoT 1n EXCEED t/2" s~/~ ~ SIDEWALK 1028-2 OF NCDOT'S STANDARD SPECIFlCATiONS FOR 1/n/o~ ~ ACCESS ~/17/Oy ACCESS ROADS AND STRUCTURES. 1/1s/o7 NDP AND ~ g m 1/17/07 NDP STRINGLINE REFERENCE AS SHOWN
s 1 ~ ~ RAMPS ~ RAMPS 6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. ER. 5/37/07 JTT GUTTERS ~ ~ ~ 5/31/07 JTT
STD. # 20.11 DIAGONAL RAMP STD. # 20.11 STD. # 20.21 N s/°s/fo wDP STD. # 20.33 ~ N0. 10-032
CAD FEE
10-032-DET-STRT
PLOT DATE
7-21-11
MEET
24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4345 C'37 IHEETS]

REVI~IS BY
Private
Water Distribution /Extension System
The City of Raleigh consents to the connection to its public water
system and extension of the private water distribution system as shown on this plan. The material antl constructions methods used for this
project shall conform to the standards antl specifications of the C~tys
Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit #
~ ~ i~ , ' r I ~111~ ~ 1~ ~ ~ I i ~ d ~ i fi z Il ~ ICI
, , ~ ~ ,yl ~ ; , 11, 1 r .1 I ~ 11 ~ Authorization to Construct
IE t i I r r ~ , , 1 , , .J. ~ , 11 Rl ~ ~ ~I r / ; ,t,_, 1 rr - i r,, r ~ i ~ ~ Y r 1~ ~ 1 i r Y ~ " Date
. _ ~ I , C.. _ + rr y ~ I it ~ ,q , 1 ~
r - i r , 1 rr c , i ~ I , ~lrr I ~ ~ ~1 i, ~ - . , ,t , ~ / ~ , ~ ~ \i ,1
1 1 t .il , t t ~ ~ S ~ 1 I i , , , i , \ 1~ ~ 4 EE SHEET C-12 FOR NEW Pubic
1 1. t „ i r r ~ ~ ~ ,r ~ ~ ~1 ~ 11'
i ti ~,~_~__#_..y./ ~i 1 ~ r UBLIC STREET UTILITY Sealer Collection /Extension S_ sy rem The Cily of Raleigh consents to the connection and extension of the
~ ° ~ 1 r ~ ~ ` E~ O ' r Y°`+ ~ ~ ~~1 _ _ , , ~ Construction methods used for this project shall conform to the
~ ~ ~ ~ A ~ 1 r ~ ~ ~ 1. A N city~s public sewer system as shown on this plan. The material and standards and specifications of the City's Public Utilities Handbook. DRAN~16 I$ THE PROPERTY
~ ~ ~ ~ A m\ ~ ~ ~ 1 , - _ - - I \ ~ ~ OF THE ENC~NEER AND f~AY
" , City of Raleigh NOT BE U~D~OR REPRODUCED
_ _ _ _ _ i ` ON6 AT RIQf06K lta ~ - ~ ~ ~ - "1 ~ ~ ~ ~ l P;;blic Utilities Department Permit # IMTfbUT ~S WRITTEN PERINS~ON
I r ~ ~ } / r ,9 1 _ - ~ i-' ~ A, ~ ~ 1!M',NG 12lF MRS NNthorization to Construct
w nr wi \ I r r f.~,r" 1 a • rrt e,' I ~ at r \ ` I \ 's4 ~ .,r r I I ,11 I A \ t i i f% ~ ~h l V.
EAR. w ti I - ~ / tyres • r Y~. ~ Y,/~, ~ li ~ ~ i v eai ne` ~ I ~ Date ~N ••CAR
w_ f~, ; r rX / ? ~ lay ~ ~ i
~ / Aiti~ / • 1 r `t , ~ wwrri`risire 1 `i{~~ r ~ `~l`~ ~ti\ ~ 1~ ~e~n>~r~c w ~ ~ r^r~ / ' 1 r/ r r.T~ I ~1 ~.j I / ~ kr r,,..Kr• `fir ..I
anw,~rrc ~ 't~ _t _ _1_ r yy' 4 '"""'r^-- :_n^.c - .L~- t ~~_.%f'` li .,mr ~ \ 1w , - - ~rh '.r"°i +~.r__y.~'ec .~-a`tu wxau rns ,r t ` ~ ~~'r'SR S..-~,A/ `~a~.` wammrrwc ~~.r .~'jf ~y.`~ Private L
_ `U_" ~'"~Y~,..t ~ ~ ~ wnMJSnC ;~--.r. ~r~F~t l 1 -~y'~.~'rL'51,. "r~~~~w`` ~l~ 1" I//~ `~'h~ ~ 4x Y/ i Y]ItYr M1E 1x 0lkSdSr rimy - 1 Y ~~L Sewer Collection I Extension System IlosS
~.r~asrrm ~i ~ P, r wQnarr • ~ /,~/ii~~ rr rrco~ur i r 1 r"'__ ..0` ; ~ '1 ~ / ~1 ~ :.~~.r~ rf - xrwarrnc -1 - - - r / / ~ ,,,1 r . The City of Raleigh consents to the connection to its public sewer
system and extension of the private sewer collectran system as shown ~'~%,~J~.A'~?~ ?t~EER~,~~
. ~ 1 / f ~ a r`l f ~ 'I ~ll/ ,r , s / 775`/`f l~ ~//J ~ ~ ~~f~ jr 'f~l/~ ~ I°'4v'~~ . r yj/~I ~ ~~/Y //i 1' I i ~~r ~ r project shall conformt~oahe standards and specificahonseof thetCrty's ~~~~~~~~"'m~~;,,,,~,~;~~`'~~~~~~
Public Utilities Handbook
~ j ~ / --b: 4.. n- •.vM ~`."-,sc. ~CGi , ~ w r'~, ~w 1~i - / ~ ~„,rj~ j ~ 1 , ~ .a_ . / / / '7~- ~ 1 City of Raleigh
Public Utilities Department Permit # _ +N, y w
t $ _'r.'Ke .,,arl, `~F/ ~ ?a/T~',~ I/ Il d ~ °t germ z Authorization to Construct _ ~ ~ o ~ ~
/ I ~ f ,~t/// r / / / ~ ~ ~ ~ f ~,rw
_ ~ - ~ ~l~~i ~ , / ! f ~ r - Ali i / ~?EE SHEET U-~ Date _ ~ ~ ~ o~~~
+ ; • ~ ',.~'~U ~ /lye N/ ~ .z ~ dt ~~9W~
/ - 1, r /f/~ r a ~ a~J~~
° / f f/ fj /
/ / _ ~ 1 1 `V\ 4\ V T/ ATTENTION CONTRACTORS p O ° ~
/ f` - - Illrr ~ ~ ~ ~ 1/ f/ lr ~ ~n~~
_ _ ~ ~ J _ , ~ ~ H~~~ The Construction Contractor responsible for the extension of water.. ~
/ / r f / sewer. andlor reuse, as approved in these plans, is responsible for ~ ~ , a& ' contactin the Public Works Departmentat (salt a31-sefo, ~N
~ ~ ` ~ , I j// / ~ / ~ and the Public Utllrties Department at [phone] at least
twenty four hours prior to beginning any of their construction. ~ ;
~ / - Ili /%j~~ i / s ' i I ,4 ~ ? w~ w s NC
ew. f i ~ / / I ~ ~ , Failure to notify both City Departments in advance of beginning
/ f `V 4 t V construction, wit! result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities riot inspected as a result p ~ of this notification failure. J O 0 Z
/ ~ ' , i ~ ~ % \ /r! r rYZ, / t / ~ r ~M~ N
Y/ J Failure to call for Inspection, Install a Downstream Plug, have m o n 1~ O
_ f/ / ' ` r % ~ ~ ` ~`rM,`~-- f / f f r ff/ ~ ~ ~ l/ yon r 1 Permitted Plans on the Jobsite, or any other Violation of City of ~ o d~ ~ ~
Raleigh Standards will result in a Fine and Possible Exclusion from .5 `o ~ I U future work in the City oiRaleigh, p 0. ~ ~ ~ _
i , r'xy / f / / ' ~ ` i { ~ i / I ' r ~ ~ ~ 6~., a ~
a v ~ ~ corn p
at w ` ~ Z
I / / / STAr i 1//l ~1 wAY w. 'I 'I , i i I I ' N yasyd %/i/i//i%/i%/i%li/. STANDARD UTILITY NUTES: ° _ LL©LND U1ILITY v ~ ~ w u? dj w
`N?Ay "mnv°r w lerar ~ s \ 1. All mats 1. All materials & construction methods shall be in accordance with City of Raleigh design standards, w EXISTING WATER UNE ~ a Q
details 8t details 8t specifications (reference: COR PUD Handbook, currer?t edition) o ~ ~
2, Utility ; 2. Utility separation requiremarts: PROPOSED WATER UNE O
• A distF • A distance of 100' shall be maintained between sanitary sewer & any private or public water
supply sou supply source such as an impounded reservoir used as a source of drinking water, If adequate lateral ~
separation separation cannot be achieved, ferrous sanitary sewer pipe shall be specified & installed to waterline rriarsr stoat ~ vavE W U
specificatil specifications. However, the minimum separation shall not be less than 25' from a private well or 50' rrr o ~r t~ W }
from a pul from a public well ~ I-
• When • When installing water &/ar sewer mains, the horizontal separation between utilities shall be 10'. If Z -ss---~}-ss EXISiIt~ SANITARY SEWER LINE ~ O
this separF main in a ~ this separation cannot be maintained due to existing conditions, the variation allowed is the water AND MANHOLE U main in a separate trench with the elevation of the water main at least 18" above the top of the sewer w
& must be & must be approved by the Public Utilities Director.. All distances are measured from outside ~ PROPOSED SANITARY SEWER UNE Q ~ Q
diameter t diameter to outside diameter ~ ~ ~ ~ rrr ~
• Where • Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a
watermain watermain, DIP materials or steel encasement extended 10' on each side of crossing must be specified IIANHt)fE ClEANOUT Q M~ tl
& instaie~ & installed to waterline specifications W ~
• MainU • Maintain 18" min. vertical separation at all watemrain ~ RCP storm drain crossings; maintain 24° c EXISTING GAS UNE F
min. vertis min. vertical separation at all sanitary sewer RCP storm drain crossings. Where adequate W ~ O
separation separations cannot be achieved, specify DIP materials 8c a concrete cradle having ti" min. clearance ~ PROPOSED GAS UNE ~ ~ ~
(per COR (per COR PUD details W-41 & S•49) u ~ PROPOSED STORM SEWER UNE _ Y
• All otl • All other underground utilities shall cross water & sewer facilities with 18"min. vertical N N W O
separation separation required FlRE DEPARTMENT CONNECi10N W
3. Any nei 3. Any necessary field revisions are subject to review & approval of an amended plan 8tlor profile by ~ ~ ~ O~
the City o 4. Contras the City of Raleigh Public Utilities Depar~ent prior to construction ~ 4. Contractor shall maintain continuous water & sewer service to existing resider?ces & businessesW O ~ U
throughou ONSITE SANITARY SEWER W throughout construction of project. Any necessary service interruptions shall be preceded by a 24 1 S P R 1 V A T E UNLESS i ~ Y+ ~
houradva hour advance notice to the City of Raleigh Public Utilities Department ~ ~ ~ N
THE CONTRACTOR 5, 3.0' min 5.3,0' minimum cover is required on all water maim 8c sewer forcemains. 4.0' minimum cover is OTHERWISE NOTED ~ ~ W ~
SHALL CALL 'NORTH requirea° required on all reuse mains r•
• 6. Install', 6. Install'/;' copper water services with meters located at ROW ur within a 2'x2' Waterline Easement J ~ ~ NO
CAROLINA ONE CALL immediate immediately adjacent H H ~ N
t1-800-63~-49491 AT 7.InstallE 7. Irtstall 6" PVC sewer services @ 1,0% minimum grade with cleanout5located at ROW or easement P 0 0 L WILL B E DRAINED TO J
LEAST 48 HOURS PRIOR line 8c spa line 8c spaced every 75 linear feet maximum ~ ~ ~ J
S. Pressor TO MOBILISATION TO 8. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are SANITARY SEWER SYSTEM .
required c required on all sanitary sewer services having building Grains lower than 1.0' above the next upstream MAXIMUM ALLOWABLE D I S C H A R G E
HAVE EXISTING manhole 9. All env manhole 9. All environmental permits applicable to the project must be obtained from NCDWQ, USACE &lor BY
UTILITIES LOCATED FEMA fo FEMA for any riparian buffer, wetland &/or floodplain impacts (respectively) prior to construction RATE I S 5 0 GPM . APR
10, NC'DC 10, NCDOT Encroachment Agreements are required for any utility work (including main extensions 8Y
~/or servi ~/or service taps) within state ROW prior to construction. RH
EXISTING WATER AND 11.cre~s, I1. Grease Interceptor /Oil Water Separator sizing calculations Sc installation specifications shall be DATE
approved appmvedbytheCORPUDFOGProg~mCoor~na~rpriartoias~neeofaBuild;ngPermit. BACKFLOW PREVENTION DEVICES ~-21-1,
SEWER SERVICES NOT GRAPHIC SCALE ContactT Contact Tim Beasley at [phone] or timothybeasley(a~aleighnc.gov for more information MAKE & M ODEL SCALE
BEING USED BY THIS I2. cross. ALL CONSTRUCTION 12. Cross-connection control protection devices are required based on degree of health hazard 1 " = 100'
DEVELOPMENT SHALL ~ involvedF ~ involved as listed in Appendix-B of the Rules Governing Public Water Systems in North Carolina. 2n LANDSCAPE B.F.P.: WATTS 909 M 1 QT-2" JOB N0.
SHALL BE IN These guil BE REMOVED OR Theseguibelinesaretheminimumrequirements,ThedevicesshallmeetAmericansocietyof DOMESTIC~FIRE B.F.P.: AMTS 5000 SE-8" HIGH HAZARD 10-032
ACCORDANCE WITH Sanitaryl 1 Sanitary Engineering (ABBE) standards or be on the University of Southern California approval list. n
ABAN~?ONED IN PLACE ~ >x ~ ~ Thedevic ALL CITY OF The devices shall be installed and tested (both initial and periodic testing thereafter) in accordance 1 HIGH HAZARD B.F.P.: WATTS 009MSQT-1 CAD FllE
K i ine:h . ioo rt, with the n PER CORPIJD HANDBOO RALEIGH more stein with the manufacturer's recommendation or the local cross•connection~ontrol program, whichever is 10-032-UT1L.dw more stringent PLOT OATS
PROCEDURES AS PART 7-21-11
STANDARDS AND
SPECIFICATIONS. ' I OF THIS DEVELOPMENT. i SEE SHEETS PS-21 NOTE¦ IOTEm SANITARY SEWER MUST BE PROTECTED 24 HOUR CONTACT sHM-r
kGA1NST THE 100 YEAR FLOOD. [RAISED WILLIAM HAMRICK
TO PS-24 FOR TREE AGAI NOTE. INDIVIDUAL FIRE SERVICE BPPS ARE CONSERVATION MANN TO BE LOCATED INSIDE EACH BUILDING NOTES AND DETAILS ABOV
AANHOLES OR SEALED AND VENTED 2 FEET 770-474-434 U-1
kBOVE 100 YEAR FLOOD ELEVATIONS)
sH~rs

t ~ / F F / ~ f , ~ ~ I I ~ ~ , . II ~ , ` RENSNMIS BY
~ ~ f Jf r l / I 1
~ / ,r J J ~r l / 1 1 / i / / ~O / / ~ I ~ ~ ~ ~ I rl ` 1 ~
)I
1 1 / / r / / \ \ 1 ~ t ~ / r 1 1 1 / I\ \ I r ~ ~ ~ \
~ ~ I P / / ~ ~ 1 I I ~ ~ i ~ NOTE: POOL DRAIN AND " / / / _ _ ~ 1 / / ` ! t ~ ~ \ ~ ~ 8 MAS R OOMES C/FlRE
I / I I t \ ~ ~ GKWASH SYSTEM TIE J METER, AP, AND ~JAULTIIN AND ~JAULTIIN ~ ~ , ) ~
1 ~j / , ~ 1 \ ~ ~ ~ ` ~ TO THE'SANlTA}~Y / 10'x15' ~COR ESMT PER CkT -"-~k----•..... L 5 49 SEWER SYSTEM ~ / I ~ 14 - 868.47'] ~ ` ~ ~ RALEI RE4UIRE~IENTS. ~E ESMT~ PER Ckl~ ! ~ t~ ~ lUIRE~IENTS. ~EfER~ i I I ~ ~t ~1
I ~ ~ INST LLED BY C OF RANI _I ~ _ ~ i r l - - ~ , , ~ PUBLIC U11LI11ES DEPAR E Y CITY OF RALEIGH ~ ~ ~ I i~ ~t ~t ~
~ ~ _ J T1ES DEPARTr~ENT ~ i ,1 I ~ ' ~l , ' I I it , ~ ~ )
/ / / / \ 1,., / r~•..... ~I'1 f
CO SERV~,T10N ~ 358,0 1 ,F. / •Ck I ! ~ t \ \ ~ - - - - - ~ ~ i ~ ~ , ' ) ~ ` EXIS NG
I a AR A / J ~ ~ 3~e.o f ~ \ I \ \ - ~ ! t r I 4 VALVE .I 1 t \ ~ \ \ ~ ~ . A I ,i \ FIRE YDRANT
r 'd' ~ I ~ \ ~ VALE - t ~ ~ ~ d I + AVT» OURT ,
r / 35s.o ~ I ! I I i / 35a.a - ~ - - - ~~b / / ,o~ ~
0 4 ~ / / r ~ i ~ ~ v' r, U! ' ~ . w J ~ A ~ SSE LY , - r / ~ V ~ \ THIS DRAWING IS TtIE ~tOPERTY
~ ~ / I ~ ~YfISAL ' ~ /i till ~ ~ \ , Of THE ENGINEER AND MAY
a / + d ~ - , ` I i f ~a~ i ~ ~ \ ( \ , NOT BE USED•OR REPRODUCED
" ~ ~ ~ ~ IMThIOUT INSS WRITTEN PERI~SION I
N ~ s W / - ~ ~ -`8"A6 \ o 4 r r
J ~ R R ~ ~ r u; / J ~ ` ~ EDUCE ,i I / ~ - ,
N ' g / ~ i ' ~ 1 8 X ~ ~ , ~ - - TYPICAL}- 3 ' a; - ~ o ~ J e~ t REDUCER i ~ ~ - - ~ ) ~ ~ ~ 4 ~ ) l ~ 0 .I. l/c~ $ ~ ,pu~uwiningnrrrr
/ / ~ / / I ~ ° 10X5
J to ~ ~ ~ V~?1+L~Y - _ COR I / d ~ I ~ ` ` - - - ~ - b11L. / , , , , sTa _ _ _ _ _ COR _ ~ Jt i \ '~Ar,~\ ~9 EXISTING ~ ESS)pv, k9
I I ~ 1 1 ~ - ESM
- --350'- ~ " _ - XISTIN ~J ~ ~ ` * S 5
1 ~ ~ ~ ~ / / ~ 4 - - - 8"`ACNE i \
i - ` • A ~ \ %,,~ioh, 1. LAMP`'°~
~ ~ . ,~.0. / F. ~ ~ ~ _ - f ~ e\ 1 \ rr`'rrrpurunnuwa~"„\` . I - sF\~ v
i ~ i J lI ~ itt i ~ ~ x',158. ~ - -
357. 35~.i l J J 4~'V -4•~ t ~ - ~ q~ / i i ° / psi • r
\ i r I I ~ I<•r 1Q0 ~ b ~~~Z \ M/ OLn~
~ \ / / i ~ II I ~ r .o ~ ~ -340- E.LP, ~r III ~ ~ - y~eo
~ ~ 0 - ` \ ~ I i ~ / / ~ t / ERIST. FIRE \ / ~ ~ ~ ~ U ~ k~
i ~ / 34i.• PRIVATE / I t 348.0 r ~ D• d'+J~ ~ ~ wA~ / HYDRANT ~ ~ ~ \ ~ w~ \ , ~ ~ O C J QN
\ e / 1347. ~ 347. ~ 34~ ' a- r p ORMWATER r ~ q r 1 N . ~ r / ~B AND ~ ` ~ l r •i/ ~ ~ ~ D I TO EXI ING ~ 5333 ~ ~ a ~ a°1
~ \ i to ~ i »..t-----» ~ SS ~ / TIN ti-~ E ~ ? ~ f E OODP BOUNDARY ~ tiY ~ Ci i~ o
~ / / ! ~ ~ JTD...~Y.W. »_,.-"ice-J \ ~ / ~ ~ ~ / ~ ~ O 0~~~
/ 90' I 6 PVC COMPACTS ~ a ° a }
sMN ~ ~ \ s, i i 'r~---~,.r.._A ITARY / ~ ) / BE rCb IM: 335. DRAIN WITH SA?' ~ i•l °S W Y INN 1N:3 ~ ~ ttiykp C~ TOR O
RIM: 356.1' ~ " t9,, - `.a 1, - ~ A / ~ ~ INN ~ c . rl~ Y ~ ~RkducER sra o+oo.oo ~ " ~n
INV IN:348.6 B PVC G ~k' \ / raw ioo ~ 342• ANY IN:342.4' 8° PVC DROP y `~y ~ J ~ ~ u~ ~ '
INV OUT: 342.1' 8° PVC '`F \ ~ ` ~ ' ~ ~ 100i_ ~ ~ \ ~ ~ r~ A.~o uwr i - PVC SAN~jPUBt1 / R!P / ' ~ SANITARY MANHN ~ s~ 0 ~ ~ ~.a1 INN P C ~ n n
~p~CS J gg - ~ AN "T C2 ~ _ _ - - - qRi PVC SAN. PU 6~fe ~ ~ IAU ~ r ~ EXiST''~" P.V.C. 6AN. - - - - ~ ~ ~ ~ INN ~ W d a.. i ~ ~
~ _ EXIST. 8" ~r,~- - ~ s H - - ~q\ . ~ - - ~ s I ' / P.V.C. SAN. r 8~'P ~ SAN' g \ ~ ~
\ , ~ \ IN IN: ExTSr. -a,w~ , \ ~ ~ ~ ~.oc~~ r r ~ ~ g EIRE''
i l'~ ' 8° PVC / V 3 P SMH _ ' RIM: 4 .0' ~ - - _ ~ \ . N:331.T 8" PVC UT:327.2' 8" P IN OU 32 . ' P 39 e `~A~~M'~rXIB ~ l:t. JMNM Z
INV IN:336.$' PVC ~ i r INV OUT: 331.6' V ' / H f 1 r - T©P TO J INV OUT:336.T 8" PVC \ ~ i / i / , _ INV IN:3 .6' 8" PVC J
~ ~ / ~ / / . _ INV OUT: 28.4' 8" PVC SMtY - /i SMH 0 CB ~ ~ _ ~ N v ~ ~ O
~ ~M 3 .3` i ~ ~ ~ - - J` / :340.2' E.~.~ `r !NV N; 35.7, "PV6 ~ I I 5' ~ 3 ~
7` ~ :334.8' 8" { ~ 35.5' 8" PV ~ ~ ~ \ ~ ~ t~ 1 \U' ~ ~ i / NV U :332.3' - - Z I ~ ~ oa o°
2 / / / ~ \ /
_ _ ~ / / s ~ ~
- - ~ I A. 3+81. ~ ~ ~I 1 .I i I / ~ / l~ y ~ro ~ Z
- /L ~ / # ~ ~ ~ ~ MANH rP~ ~ _ r ~ B3. ~ - _lr a III
/ ~ ~
~ ~ ~I v: ~ 1~ A. t ~ / i / I in ~ ~ Q W ~ ~ TaC. II LEC~IBND UTILITY ~ N d Q
, xex iao ~ ~ ` / :336.8' S P ` h P , INN I O ~ Q'
1 J.~'` - ~ ~ 336. 8 i d ~ ~ I.,, Nv I . .o t w EXISTING WATER LINE . O ~.w roo .
- h ~ IT PR~OSED WAT~t LINE ~ ~
O / A ~ / ~ V D E ~ 0
` 4~ #p ~ I1 t / ~ I W~
TREE CONSERVAl10N / ? SS ~ ~ _ ~ T: 5. ' vc AREA 1 ~ / o / P - _ I W
~ ~ ` l tMRUST BlApf VALVE } H ~ / / ~ WATER ICIER Z
~ ` ~ c e~ _ _ ~ / ~ HYDRANT ~ C)
U
~ 1 / ` - 20 L.F. O _ -ss---a-ss AND I~ANHOI.E ARY SEWER LINE
/ ~ B~ a~ f.Fi. p' W Y Q
SS PROPOSED SANITARY SEWER LINE ~ 3
- ~ ~ ~ c9 w ~ li ` /p - SEE SHEETS TP-1 TO ~ a T m ~
~ / / ~ / TP-4 FOR TREE ~ ~ ~
~ ` ~ ` -F.:£. 4 D.I. ! 1 ~s ~ ~ ~ ~ t J q1 + l / So., M ~i ~ CONSERVATION " M"""°`~ ~ o
~ ~ / vA~vE _ ~ \ I, - ~ a ~ / i ~
/ - « pRt • s ~ i NOTES AND DETAILS c IXISnNG GAS LINE ~ I-
1 ~ ~ 3 ' ' ~ l G PROPOSED GAS LINE Y
7- / ~ / .0. / \ / 0 W
/ / / / / \ / PRIVATE / / A ALL CONSTRUCTION SHALL BE PROPOSED STORM SEWER LINE Z ~ ~
E.I.P. ~ ~ - _ S WATER ~ ! / / / MP ACCESS ~ - Its \ _ .11~. I I / IN ACCORDANCE WITH ALL FlRE DEPARTMENT CONNECTION J 0 W
- - SEMBLY _ - / \ - - - Q- I r ~ / ,
ICAL a ~ C ~ ~ ( ) ! ~ ~ CITY OF RALEIt~H .STANDARDS ~ ~
~ ~ ~ p v s ~ .t3 X 1 1 i / _ r?' r / AND SPECIFiCAT10NS. ~ N
F / - - - R ~ ~ ~ ~ i
~ I I I r f~ ~ h W~
R ~ / .0 \ ~ ~ \9, ~ ~ - - - - ~ / F.H. J ~o
~ F~ ~ - - - A LY / N
~ 300 GAL. SAN + ~ ~ ~ ~ 9
J, » ~ - ANO WATER ~ Q~ ~ ~ / = 111 . I . WA R M AI N TO E ~ ~ ~ ~ - ~ EX S NG 8 D TE B NCDWQ PERMITS REQUIRED ~ ~
\ ~ / ~j f MBING CODE - ~
CONVERTED TO PUBLIC WATERLINE ~ \ ~cR _ ®SEWER TAP TO EXISTING MANHOLE FOR BUILDINGS 200
\ / ~ E ~ DRAVMI BY
~ - ~ _ _ XISTINC~ WATER AND ~ / L --q~. A NCPLS SEALED W L AS-BUILT ~ F. AND AND 300 ~
j ` / / ~ ~ SEWER SERVICES NOT ~ ~ 3~• • S NOT t ,ll J ENCROACHMENT FOR CUL-DE-SAC CONSTRUCTION APR CHE(~ED BY
FIELD SURVEY AND NCPE » / ~i - BEINQ USED BY THIS / T H ~ S EXTENSION OF SEWER WITH BORE AND JACK TO SERVICE RH
o _ ~ - / CERTIFICATION THAT THE W L HAS ~ / n ~ / 4 DEVELOPMENT SHALL HALL ~ BUILDINGS 500, 600, AND 700 DATE
E.I,P, ~ BEEN INSPECTED, TESTED AND / L _ 7-21-11
~ / ~ ~ BE REMOVED OR T? RIP-RAP DITCH OVER CITY OF RALEIGH SAIlV'TARY
MEETS OR EXCEEDS CURRENT _ _ ~ ~ ABANDONED IN PLACE GLACE sEWEREASEMENT 24 HOUR CONTACT 1" -~40'
~ ~ ` ~ CORPUD DESIGN STANDARDS AND , HIGH d6 .P ` - ' ~ ~ PER CORPUD HANDBOt ~IDBOOK E WILLIAM HAMRICK ~e
~ ~1~IODEI WA 4 MATERIAL SPECIFICATIONS IS ~ s $ Q COMPACTOR SEWER TAP
3 1 TYPE c P 0 e PR EDURES AS PAR1 0 OC RE UIRED PRIOR TO CONSTRUCTION ~ ~s. PART T7o-474-4346 1a-o32
= Q q, _ ~ . OF THIS DEVEL.OPMEN PMENT. caa FlLE 10-032-UTIL.dw
/ ' DRAWING APPROVAL ~ ~ ~ _ ~ / ti~ ~ \ s v~~ PLOT DATE
s \ ~ /
I Ali -rule pR(1.1~f T R~fll IIRGC e 2rs. ? r GRAPHIC SCALE ~-21-1t
NOTE@ SANITARY 'ARY SEWER MUST BE PROTECTED 40 o 20 40 _ 0 180 SHEET
RECOMBINATION (ALSO ROW AND
IE 100 YEAR FLOOD. [RAISED
° TCA DEDICATION PLAT TO ?st8~ ~ i~ ~ AGAINST THE 700 ~ a• ~ _ ~ MANHOLES OR SE M SEALED AND VENTED 2 FEET u.2
ACCOMMODATE PRIVATE UTILITY ~ ABOVE 100 YEAR YEAR FLOOD ELEVATIONS) IN ~r
EXTENSIONS ACROSS SITE / ` ; 1 inch = 40 it
J OF SHEETS

- ~ SSE lY ~ , ~ 1 1 RENS~NS 8Y
vv ~ ~i / I s I ~ v \f ° ~ ' V' \ 11 1 NCDWQ PERMITS REQUIRED
I , s ~ , ! ~ i - . 8"X6 - ~ I ~ F\ F ~1 ~ A SEWER TAP TO EXISTING MANHOLE FOR BUILDINGS 200
t r t i ~ ' , REDUCER r a S
\I ' O AND 300 ~~fx
r _ ~ ` ®ENCROACHMENT FOR CUL-DE-SAC CONSTRUCTION
- - - / ~ f \ ~ A 2 L DSCA METE ~,~„sY ~ _ - ~ COR ~ EXISIIN DSCA " ~iETER~, TAP,
VA ~ ~I,- - _ ~ a~ 9 AND VAULT I x5 VAULT I 'x5' COR ESMT. ~ ' ~ EXTENSION OF SEWER WITH BORE AND JACK TO SERVICE
T= s ; ~ I ,s; t - - - ' ~ c~~ 12 VAL ~ ; I ~ ~ ~ ESM \ I v'P PER CITY OF G I S _ ~ ~ w ~ _ ~ • a REQUIREMENTS. CITY OF GH a BUILDINGS 500, 600, AND 700 IREb1EN1~., R I' l
I 't - - - ~ ~ -350•''" »XISTIN ~ ~ INSTALLED BY CI ~ ~ ~ " - - - - 8 VALVE / \ ~ ,LI.ED BY CI ~ RALEIGH
y _ - ` PUBLIC UTILITIES EI IC UTILITIES EPARTMENT ' jl RIP-RAP DITCH OVER CITY OF RALEIGH SAINTARY
" " 8 D , P I p - - - - h - s REMO ~ / ~ ~ ETE DI SION RS DI SI4N 1 N ~F O SEWER EASEMENT
I OAKS AT BRIER CREEK, LLC
` 2 LA S APE B.F. _ _ _ r , - - ~ ~ - ' ~ - I - s;~`~\ WATTS 909 ~S APE B.F..: Ill ~ DB 9954 PG 62 O COMPACTOR SEWER TAP ' 909 l PIN # 0758-61-8893
Tat - tat .7 ~ 356 - - ` - ~ - r ~ HIGH MAZA D • at - _ y - - , GAZA D 11 NEW AREA 12.83 ACRES
356.7 j~~y[ cwt~ r . ~ P ! 1 t t .t T i ~ A'! 4~1' / ( • Dye % r 1\~' \ \ ~ ~ ' ( Z NG " ~ HYDRANT
~ ! ~ ! ~ , ~ , ; ! ; 346.0 ~ I i , I '3~- r ,,~r.~? E~~~ ~ v ~ ~ 4
l i ~ ! ~ ! ill >.l j i ~ ~ ~ .r E / ~ r,, 'v ! p ~ \ l~ } I f''!- -'r ' ? ! ~1-t I ! ~ ~ f EkCST. FIRE \ ~ I ~ THIS ~4VYING IS T~ PROPERTY
o } ; t , , , , 4 ' ? , ; PRIVATE plti , HYDRANT ~ T.~ ~.r I ORMWAIER ~ /f ~ ~ \ ' ' ~ ~ ° I OF THE ENgNEER AND IriAY
~ I f I p ~ •l II TO EXI LNG ~ 533 v N I ~ ~B AND ~ \ / r ~ ~ ~ f~ e ~ TIN I ~ \ ~ ° ~ • ~ ~ ~ ~ ~ EXISTING ,v,~ ~ p ` ~ I ~ FlRE HYDRANT ~ NOT ~ USED ~t REPRODUCED
x / ~ OODP N BOJNDAR~. \'yYO ~ .1, Q ~ ~ ~ ,o ~ \ E A ~ 1 ~ WITHOUT HIS WRITTEN PFR~NS~ON
STD..-C:(f p \ r ~ NE \ °~C I ~~_""_p ~ ~ t 90` 6 PVC COMPACT I I
8 VA VE ~ ~ ~ r 1, I 1 I`=~ a ~R~ 1 ~ ~
A. 2+ 41 r BE ~Cp IM:335. DRAIN WITH SAND I I~ ~ f / INV IN:3 PTOR I r,
TAR ~Jp INV r ~ ? A / qC~ _ ° NEB ,oa ,~A r - ~ ~ / IR~~UCER roR i
° ~ ~o~ 11N~~ ~ STA. 0+00.00 i:asnr,,,,a~ . ~s ~ ANT RY A H
~A~ - S I A M N ' ~1 , r -I. . rV R! / ~ iNV IN: 322. ~ C - _ _ p \ 335 0 ~ / ! / , ~ SAN,~P,tSLiC q t7ACtkSS
EXIS . _R!~\a~ Pvc saN~PU r ~ N ~ ~ r \ ~ ~ INV ouT:322.2' vc ~ .F..B„ P.V.C. SAN. - » - - - T-- - - - - r ~ - ~ / / ,7 M~FSS ~y,`e~ SMH EXIST. 8 P.V.C. SAN. _ ~ ` I ~ r
~ ; - ~ (-.RiM:3ao.~ s Pv~ sAN B \ o t r ~ \ ~ ~ ° a eR ~p~~ ; 11065E ` ` EXISTING WATER AND
x ~y Y`` IN IN: J EXIST. $ 4~:~:~, A . \ \ E;~OCATE EXISTING ` , t T R e.~......~~..~ - t \ U ~3 P ~ ~'iv `f~' IV I l a a ~ ' 6° rave / r ~ IRS kIYDRAA?,IT ASSEMBLY i u ' ~ ` q.0 ~ . ~ s , ~ T- ~ ~ ~ ~ ' ~ SEWER SERVICES NOT
k' "-X..-~ ! t T~ 327 2' a" P~!~ _ ~ IN OU 32 . ' P " ~ . I 1 T 'AB ~XIB ~ r~ ~ Dl~ SIDEWALK IN _ r~ f H 1 ~ , ~ r ~
~ ' _ A u 1 ' S_" D.l: -WATER MA \ ~ j~~ COR. ESI~T, _ _ _ _ S t j l/r i TO 0 3 ~ ~ ~ I P T / ' ~ ~ `I ~ ° ~ ~ BEING USED BY THIS t, c~P~''~~` \ ~ ~ yrrruninn nA~~~~~,
AREA ~ r / / INV IN.3 .ti' 6° PVG CB ~ ~ \ ~1 I , f//I, ,C _ w _ SMH INV OUT: 28.4' a" PVC C C~ ~ ~ \ I , f ~ r// / ~ ~ ~ ~ DEVELOPMENT SHALL
1 LID , ` ~ , ~ ~ I a,. ~ ~ ~ CONSERVATl \ I' ` \ , ~ _ > i r ~ ~ ~ :340.2' ` I !`Y e \ ~ ~ ~ ~ ~ ~ BE REMOVED OR
° / / ~x - ~ ` r :334.8' a" ~ v '7l L , ~ x' ! INV U .332.3' C - - ~ \
~h / ~ ~ ~ N, ~ ~ `2~-~~~ ~ ~Y° ~ ABANDONED IN PLACE ~ b ~ ~ ~W > Flo , m
' / - ~ r n / s ~ / / ,a ~ , , , ~ PER CORPUD HANDBOOK - ~ <
~ , ; , a: A. 3+81. \ ~ y/ .I ~ ~ ~ ~ ~ p ~ v~~~' ~ PROCEDURES AS PART ~ m ~ os< ~~G~
\ ~ i ~ f J ~ MANN \ ~ / ' ~ ~ r •C' ~ ~ 1 / l I / ~ j' ' i~ , OF THIS DEVELOPMENT, n o ~ ~
/ . , ~ ~ v v ~ - / 1 q a i ~ /v, ~ ,y " l~, ~ ,y,, / \ ~ 1/ ~ ~ / L~ fin.. ti / v I~ I ~ ~ ~ q ~ ~ ~ I ~ ~ E M~
a ~T~'`° ~ e • ~ T 8' INV 1 ~ 3 t ~ ~ v ~ tk~rr tai X x ~ ~ :336.6' 5 P I ut ~ ~N / . l f ~aoo cur ~ ~ NV 1 . 3~.0 t ~ . ~ / \ ~ 336. $ I ~ / / \ / 't
I ~ ~ r€w,oo reA % ~ J S I ~ . , i SEE SHEETS TP-1 TO ~ ~ ~
\ FL ~ f r` f • \ \ 1 , I r< ~ ' ~ _ H11.P. ' ~°533AY a°uN°a~ p~ TP-4 FOR TREE c ~ ~ W
~ , ~ a ~ v v v 1 I ~ ~ ~ / ~ ~ ! ~ A r' 1.., 1 1 ~ I ~ ~X~' -r+.
! / 1 / NSERVATION ~ ~N ~ CO N " , sM" NOTES AND DETAILS
t 1 i ~ }`Y 1,1 p ~ ~ \ T: 5. ' a VC 1 I j w / t i ay i 1 1 ' v / / tl .0 e 3~ 1 \ _ / / / ~ l ,,i RIA1:333.3' ~ c So / ( ~ ~ ~ ~ ~ INV 1N: 321.0' B" DiP c ~ N~
1~ E/ 1 ~ INV iN:322.3' 8" PVG W 'a r+.. ~ ~ ~ INV IN:321.D' 92" 61P
~ I ; ~ , r,l \ , ~ r / q~ 345.0 \ ~ r * ~ » ` / / / ,/~f / ~ ~ INV OUT: 320.2' 12" DIP
g2Li,d a ' . Q' ~ i 04 ~ \ ~ \ Q , 9 _ ~ Q p 0 0.
~ 20 L.F. / ~ ~ / ~ \ , f ~ / ~ ~ EXISTING $ D.I ATER MAIN TO BE JgN~. Q
- - - _ _ e_ CONDUIT At / ^ o- (TYPI ~ s ~ ~ ~ \ / ~ ~ ~ CONVERTED TO PUBLIC WATERLINE -'~M~ ?
tat _ _ _ ~ ~ ~ e \ -
1 ~ ~ v 355. 1 ~ v / / ~ ay
_ -f:0:£. 4 D.I. ~ I ~ i / ~ % _ A NCPLS SEALED W L AS-BUILT ~ ~ ~a Z ~
_ ~ ~ 1 r r '~;r / ~ 3+44.6 \ R c \ SALVE \ r r , ~ ! F.D.C. ti ~ ~ ~ Z \ Z , • , .f / ~ I ~ FIELD SURVEY AND NCPE ~
l i ~ i a \
A q," V ' ~ \ / ~ ? \ v ~ q \ ` > PRI / ~ ~ CERTIFICATION THAT THE W/L HAS o~~ ~ Z
PRI ~ . r ~ ~a' \ r ~ ~ r ~ / ~ ~ l r f R/ ` ~'Q \ r ~ STORM y ' ~I~ ~ BEEN INSPECTED, TESTED AND ~ ~ ~ _
~ ~ ~ MEETS OR EXCEEDS CURRENT o ° ~
! PRIVATE _ ^ ~ , , i ~ r / ~ \ ~ ~ ~ - ~ R / , r a v ~ A ~ ,b S RMWAl1:R I ~ / ~ \ ~'•,r"~I 9Li~N ~ ~ ~ ~ CORPUD DESIGN STANDARDS AND ~ p. Q
4 MP N ACCESS ~ b ` / , ~ ~ VALVES \ \ ~
- _ ~ I ~ / t ~ ~ v - - ~ v 20 vL.F. v ~ PRO 6 r _ d _ ~ I ~ ~ r V P~` / _ _ \ 16" D.I. ~ ~ ~ ~ i } ~ d r j'~ ' / ~ 1f'~~ ~ ~ ~ MATERIAL SPECIFICATIONS IS 4
s I 1 ~ ~ ~ ~ 1 ~ 1 t / ~Q ~ ONDUIT ~ / / j ~ REQUIRED PRIOR TO CONSTRUCTION ~
` / / j/` ' / I ~ ~ DRAWING APPROVAL ~
^~l r ~ \ / , M N ~ \ ~ I I / 4( ~ ~ \ \ o ,0 2 •r~ W"
g - \ 3+40. I 5 1 I i \ / / I ' ~ - _ THIS PROJECT REQUIRES A W
! r ~ - ~ ~ S ~ ~.0~ \ f F.H. MBLY - _ - -c~+ ~c` / _ _
~A A R Q ( ~ / v F E / j ~ I RECOMBINATION (ALSO ROW AND ~ o
" ~ 3 ~6j I~ ~ ` ~ ~ v 1 P ~'h S 1 / _ SEPARATOR PE d S~ NC PLUMBINC~,CODE ~ ~o O \ ~ Y ~ ~ \ ~ ~ ~ \ f 1
I ~ t \ - - \ ~ Q r \ \ / f ~ f / ~ TCA DEDICATION} PLAT TO w
/ j ~ / j ACCOMMODATE PRIVATE UTILITY ~ Q
I VA VE ~r O ~ v / < ~ WESTERN FLD06 BOUN~@ARY ,C l ®r°`~ \ \ RAt£IGt?~ELO(~ S1UD.),, ~i6 fkElENf / / ~ ~ EXTENSIONS ACROSS SITE ~ ~
E C \ \ (ELO~RLAIN~BWNDARY Rk^yFSE \ STA. Z O
~ _ -qi- - - - - - - f 1 ~ ~ ~ P~ 1 ro r~Arcr+ actuAL a®'RUN N L - a - 1 ~ 1 o oR r , ANIT v F' ~a ~ ~ ° i ~ z ~ TOP 1 T ~ I~ J' / ~ e~ a~ z
~ 35i.B ` ~ ~ ~ ~ i ~ o STD. ~ _ A ~ F.D.C. \ I I i d \ ,Y f ~ cs~
, ~ / , ~ I I i ` U 1IT
~ ~ ` » ~ ~ ~ ~ 5 / - v ~
/ r ~ 1 i » i ~ ~ L ~ ~ e J ~ t 1 . ~ t ~ 0 _ a "1 i 337'
i ~ ~ ~ - ~ i ~ ~ ~ ( ~ / i 1 1d 1 1 / - ~ / ~ ~ 347 ~ ~ / / / ~ ~ / ~ ~ ~q~ ~ ~ / / ~ ~ / , Z Z
r. • ~ ~ ~ / / 1 / / ~ ~ EA51Eki FLOOD BglNDNtY TOR Q
1 HIGH d B .P w i ~ v ~ 'o ~ F.D~C. w~ ~ ~ ~ ~ MODEL WA 0 T. ~ ~ o I I/ / \ ~ L \ , ~ , w~ol+ F1aDD snior ~a~e
~ » » ~ a~ . ~ a r ~ o 1 1 TYPE C P I~ • Q I r / ~ ~ ~ ~ d. E' "
ery ~ d s ~ y li v~p~ / ~ ~ \ ~ I
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/ / ~ ~ a ~ ~f" / ~ \ > 0 ~ ~ ~ / ` ; / / t ~ ' I 337.0 r ~ ~ ~ / ,G/ P ~J
` / , l \ ~ \34'7• oasTrx ,oo ~ ~ srn~oN 1 DRAWN BY
/ / \ \ I 1 ~ ~ ; v A via `W / ~ \ I 1 / i~ ~ / / " ~ APR
- SSA / / A i I 1 ~ C / t NEW m~ . ~ Wq / / / Rpm, \ ~ ` I ~ 1 ! ,oo ~ ~~~t / / U CHECKED BY
R ~ / / .H A E 8L I 5 ~-2 / ~ Y / ~ / / DATE / f / ~ / / ~ tp SAN`c
AREA ~ / / v / / i ~ /r ~ r/ ~ ~ Wfi ~j % _ ~ -w- -~'~_D.~. SCALE
w.. ~~R p v / / ~ / v / ~ ~ . ~ /I ~ / /i ao ~BUO / /v ~ / ~ / , ~ ~ ~ : ~ , /I ~ / S•~~
» o ''6V~. ( ? / ~ y ~ ! / . , WAS ~UBU~~ " 1 _ GRAPHIC SCALE ,ae No.
~ ~ 9 / / f I / I 1s D / ~ ~ t / / y ~ r i .--w- R ~ , WADER , ~S ~ / / ~ D ~ ~ ,BD 10-032
N I I ~ ~ ~ ~ _ CAD FILE
~ 1 I 1 i 4 Lam` I / I _ I ~ a D.r, 1 } I ~t I i i ,~y''"''-- ~ / / 10-032-UTTL.dw
p _ wA I I _ k I r C 1REE CIONSERV T10N w°~ ° , I / ~ ~ ~ ~ Plot DatE
4 ? Vr ~ ~ ~ 1 I I r s - I I i O AREA' ! ! I I ~ I ,
/ / / ~ f/'''// f/% i inch = 40 it. 7-21-11
5 79.5 340 t° ALL CONSTRUCTION SHALL BE " 87 09'5;7 060 SHEET
24 HOUR CONTACT
IN ACCORDANCE WITH ALL E' P NOTE¦ SANITARY SEWER MU CITY OF RALEIGH STANDARDS 700 YEAR FLOOD. [RAISED M AND SPECIFICATIONS. 2 FEET ABOVE 100 YEAR FL R MUST BE PROTECTED AGAINST THl' WILLIAM HAMRICK U.3
ED MANHOLES OR SEALED AND VENTED 770-474-4346
kR FLOOD ELEVATIONSI 017 SHEETS

BENISONS BY
380 380 370 370
370 370 360 - 360
360 360 350 350
x
_ TtNS ~tAWN1G IS THE I~OPERTY
350 35640 340 - _ _ - 340 OF THE ENGINEER AND f~AY
' NOT BE U~DeOR REPRODUCED
WTtIOUT MS WRITTEN fSION
r i
i /
340 _ 340 330 ----,.-~u 330 ,,,,`'~~°c,~o~'~ ,
r%,
~,~°~a~ ESSIp~ ~9 'c l
S
330 320 320
330
~ r r r l r r r n r~ i u n m P~ P``````~.
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320 320 310 310 ~,r~~
m ° w ~ 'a<
-v- ~ ~ ~ c° x kB
310 310 300 300
~~rl ~ E
O O ~
~ ~ a
O ~ °C7 ~ ~ N ~t
SANITARY SEINER PROFILES N "3
SCALE: 1" = 40' HORIZ. ~ ~ s~ 1" = 10~ VERT. ~ ~ ~ o
380 380 W a a.,
JO~d~' Q
~~o~ y Z
370 ''M i ~
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360 360 370 370 ~ ~ Y z
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350 350 360 360 0
~
- W ~
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320 320 330 330 ~ W o
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310 310 320 320 ~ y
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. 4 N
- - = - ~ W N
_ Z o
300 300 310 - - 310 Q ~ N
Y~ ~ J
IXiAWN BY
NCDWQ PERMITS REQUIRED APR
A SEWER TAP TO EXISTING MANHOLE FOR BUILDINGS 200 CHEq(ED BY
O AND 30o RH DATE
® ENCROACHIvIENT FOR CUL-DE-SAC CONSTRUCTION 07-21-11
SCALE
O EXTENSION OF SEWER WITH BORE AND JACK TO SERVICE AS SHWON
C BUILDINGS 500, 600, AND 700 JOB N0.
D RIP-RAP DITCH OVER CITY OF RALEIGH SAINTARY 10-032
O SEWER EASEMENT CAD FllE 10-032-UTIL.dw
PLOT DATE
07-21-11
sxEff
ALL CONSTRUCTION SHALL BE NOTE¦ SANITARY SEWER MUS R MUST BE PROTECTED 24 HOUR CONTACT
IN ACCORDANCE WITH ALL AGAINST THE 100 YEAR FLO CITY OF RALEIGH STANDARDS MANHOLES OR SEALED AND AND SPECIFICATIONS. ABOVE 100 YEAR FLOOD ELE t FLOOD. [RAISED WILLIAM NAMRICK U,4
AND VENTED 2 FEAT 770-474-4546
D ELEVATIONS) L OF sl,a7s

REVISIONS 8Y
NET RK AY W L T T
s,Mm,: Hydrant Flow Curve Detailed Report -Hydrant Flow Curve • 1 H Hydrant Flow Curve Detailed Report -Hydrant Flow Gurve • 1
P 58 R'1 A PPAP-2 Element Details Element Details
BLDG 400 ~ lament Details
H-1 t Hydrant Flow Nominal Hydrant Flow 1,000 gpm ,,,5 Label Curve-1 Label .abet Hydrant Flow Nominal Hydrant Flow 1,000 gin
S i Curve - 2
v ~ AS HydrantJ3unction H-9 Numt~er of Intervals 10 HydrantJJunction i ~ CLUBHOUSE J-5 ~ lydrantJJunction H-11 Number of Intervals 10
P-10 J-8 ~ Time Time
P-13 P-12 ; ~ (hours) i (hours)
- - _ - - ; ~ H-10 0.000 o.ono
_ BLDG 200 J 11 BLDG 300
~0 0.0~ hours 0.0~ hours 0.000 hours 0.000 hours 6.000 hours
A Q'~ _ Flow Pressure Hydrant Flow Curve - 1 Flow ~ m i ~ m Flow Pressure Hydrant Flow Curve - 1
/ (9p) (P~) 100.0 (gP ) % , 0 99.0 0 (gpm) (psi} 100.0 0 99.0 `
I~ 97.8 X7.5 100 100 98,2 X7.5 ( THIS DRAWING IS THE PROPERTY
H-3 % 200 96.5 200 zoo 97.0 OF THE ENt~NEER AND MAY
ISO-7 3(~ 94.9 .0 300 75 300 95.7 75.0 ~ ~ NOT BE USED OR REPRO~JCED
J 9 ` 4~ 93.1 4dtl 4dtl 94,1 ~ ~ WITHOUT HIS WRITTEN PERMIS~ON
500 91.1 N 62.5 ' 5~ ISO-6 Q 5~ 92.2 ~ 62.5
600 88.8 600 600 90,2 a
0 700 86.4 w 700 ~ ~ 50A , v ~ 7W 88.0 50:0 ~„u~um°nnnu,
a 800 83.7 m 800 _v 800 85.5 ~ ~~°°~'``~N CAROC
i 900 80.9 a` 37,5. 900 900 82,8 ' a 37.5 ~ ~,~~°~4R ESSIp~,~ ~9
BLDG 900 BLDG 1000 1,000 77.8 1,000 P-16 ~ H-6 - a 1,100 74.5 _ ~s r.~ 1,100 1,000 79,9 ~ `l 1,100 76.9 25.0
e a ?8 BLDG 500 25.0 . _ 1,200 71.1 1,200 73,6
~ _ A2? ti ~ J-19 1,200 ~ ' A ~ 1300 67.4 _ _ 1300 1,300 70,1 .
Q, 12.5 _ ' 1,400 63.6 1400 H_g - A . , , 12.5 . ~ c' 1,400 66.5 ~(v4c
J 22 ~ , H-4 1500 59.5 38 \ ~ 0,0 - ~ 1,500 1,500 62.6 ~ ~%,,~~F ~ti?~ P~`~~,:
J-20 1,b00 55.3 1,600 p = 0 500 1,000 1,500 2,000 2,500 1,600 58.5 o.o .
a, '39 1,700 50.9 flow (gpm) 1,700 1,700 54,3 0 500 1,000 1,500 2,000 2,500
1,800 46.2 1,800 1,800 49,9 Flow (gpm)
1000 GPM 81.5 H-8 1,900 41.5 1900 1,900 45.2
psi RESIDUAL ~ 2,000 36.5 2,000 2,000 40,4 -
a ~ N 2,100 31.3 2,100 BLDG 800 ~ 25 ° 2,200 26.0 2 00 2,100 35.5 Q) ° ~ ~Z 1r/ u j
- - ~ ~p~> 'I 2,300 20,4 2 300 2,200 30.3 ~ ~ m ; ~ 2,300 24,9 ~ ~ o $
A ti 1 Carwash 3 ~ 2,400 14.7 2,400 y~ W 2400 19.4 ~ ~ ~U°k~ f ~ ~ O C J Q~
r A 0. 3Q ~ BLDG 700 2,500 8.8 2,500 2soo 13.7 p~ m
J-23 BLDG 600 2,600 2.8 2,600 z,6oo 7.8 r~~~,~ ~IZ1~R GR'EE K >r f l r~~. 5~~. - a 6 >~3 d ~ 14 ~
2,644 0.0 2,700 2,7©n 1,7 ~ i~ ~,i i~ II I i ~ i iil I! ~ ult,. ,I~ Ii?~t f I~ I .I~i 1 i.~~ ~ 0 N
2,727 2,727 0.0 ~;r0 4 ~ # _ i _.___,~.i~_____~;..~~_ _ ~ ~ ~ m _ 1 ~~fi i _ ~ q°w}
t45-~ . - - .............~.~....~..~..~_e~.... ® ~ ~j w 3
to ~ r. - -275 . ` o y ~ to - ' -
. ( 1- N ROSS 2 ~7 t i _ N ~ a
hh ~ ~ - n t~U _ I i ~ ~ .C ~ ^
diL~z PSi w ~ N~ 95 _ _ i
FIRE FL TE T RE LT U
DEMAND RT H 90 ~ F i
85 ______h_.,~.__~..
FIRE FLOW ANALYSIS FOR label Elevation eft) Demand (gpm) Hydraulic Grade (ft} Pressure {psi) VO°p~ Q
BLDG 200 376.72 84 584.63 9n.0 CITY OF RALEIGH, NC Thi: i5 to certi th t ie above test results were com feted in accordance with the t rdance with the City of ~ 75 ~ L c M ~ w+ O
Fire S rinkler andlor Stand i e Desi n s` fy a 8 p BLDG 300 377.72 56 5$4.51 89.5 p p p g Raleigh, Inspections Department Procedure Number DOP-17 and with the specific equipmi . specific equipment as a 70 ~ 3 r` F ~ ~ ~ Q
BLDG 400 376.00 24 5$4,39 90.2 SERVICE LOCAT[ON further stated. - fi5 ~ ~ .mm i n°. `o ~ ~ U
BLDG 500 368.22 56 584.33 93.5 ! W
BLDG 600 367.72 56 584.30 93.7 ;,;arrarsrr~r, The John K. McAdams Com an ,Inc. Address Sellona Street (PIN # 0758-51-8484 & # 07858-61-2091) _ . ;~~",~~,CA~O Name of Firm
BLDG 700 375.97 56 584.18 90.1 P~''~ssi''••~!r"~ .
BLDG 800 385.54 20 584.19 $5.9 Pro sed Ta Location Existin Drive off Sellona St. See Sketch q ~O,n~F r'v"a,'y ~ William T. O'Damel ~a
SEAL ' a SEAL 9{ ; Engineer BLDG 900 375.72 56 583.73 90.0 - , Requested Flow Location As Shown on Sketch 2~sso 40 w° v? ~ W
BLDG 1000 364.50 56 5$3.90 94.9 (attach a sketch) 17..•x, ' O J
Carwash 357.65 10 584.19 98.0 ~;fi,~r(N~e;.• w~,` Srgnature 0 0.
3 I ~ CLUBHOUSE 349.90 8 584.71 101.6 APPLICANT T. O~,~r ~o _ Q ~
J-5 375.00 0 5$8.05 92.2 ~'u?arr~~'' Date ~a - o
J-8 340.00 0 588.02 107.8 Naine Selona Partners LLC 20 ~ ~ ~
J-9 342.00 0 585.04 105.2 Address .1050 Eagles Landing Parkway, Suite 30f), Stockbridge GA 30281. - W ~
J-11 356.00 0 584.45 98.8 Brier Creek III
J-19 346.00 0 584.38 103.1 Contact Person William Hamrick Phone [phone] (william(a~,davisd~vga.com) ~ ~ ----~---w-- z
J-20 344.00 0 584.32 104.0 J-22 350.00 0 584.23 101.3 770 474.5213 Hydrant Flow Test Calculations
Fax J-23 355.00 0 584.19 99.2 Location : Brier Creek III - Selon St. 0 ~ ~ ~ O 103 ?03 ai;~ 4aC 53v S9C i?G 2,7C tt!~C ...d+: U
TESTING AGENT a J-25 354.00 0 584.19 99.6 Date : 312v2011 203 A03 o3C ~:~C; 1r~3C 129!: ~4lC tj9L" 2~±r~~ 2~7
~t4~C ~~t~ ?2~C i;7C ;rv~ir ::4~i' c j~^ '29G CCC1 4n,1_ W i:~~~,~,~ l:;i~~l;~. y ~
TOTAL: 4$2 Name "I'he John R. McAdams Company, lnc, ~ Time : 9;45 AM Zone: 605
Address 2905 Meridian Parkway, Durham, NC 27713 _ Tank Elev: 593.1 Westgate Tank J ~a
Phone [phone] Fax (919) 3ti1-2269 _ 1. Nozzle Characteristics
~
Diameter 2.5000 in W F. ~
SYSTEM ANALYSIS (Available from Public iltilities Department Inlet type Rounded (Raleigh connections) a ~ ~ ~u
Coefficient of discharge Cd = 0,9 Main Size 8" at tap,12" at Sellona Elevation of Test Location 342.0 _ Y
2. Test Results U J W~ - W
Pressure Zone ~ 495 ? 595 ®605 ? 655 i
Static Pressure (S) 104 psi "I'hcoretical Static Pressure 108.8 Residual Pressure {Rt) 92 psi FH elev = 342.0
FIRE HYD NT H RT - ~az.a s N E I, ~ L__SP~G - 11 x+30 ~ ~ ~'i .j ~ i 1"I I I i ~ ~ 343A ~ ~ ~ ! ~ U
Calculated b Todd ODaniel Pitot Reading (P) 30 psi FH elev - 343A y Number of nozzles open (N} 3
RESULTS ~ , ~ o
Label Hydrant Status Elevation (ft) Demand (gpm) Hydraulic Grade {ft} Pressure (psi) 3. Flow Calculation ~ --t- ~ Tom. i~
H-3 Closed 342 0 567.52 97.6 Static Pressure 104 si Flowin ressure 30 si H-4 Closed 345 0 561.21 p 8 p p The test flow is given by the following equation (o d '3 ~ i ~ ~ i ~ I~ i 0 ~ ~ I
93.5 H-6 Closed 346 0 561.74 93.3 Volume 2757 _gpm Residual Pressure 92 psi A} ~ 5 A'~ ; ~ ~ ' ' +
H-8 Closed 352 0 559.34 89.7 Qt = 29.83 x Cd x D^2 x S4RT(P) x N
H-9 Open 355 1,000 543.35 81:5 Comments 3 ports were opened _ r.
H-10 Closed 343 0 580.54 102.8 Where Q, = Test flow (gpm)
H-11 Closed 356 0 566.38 91 - Cd = Coefficient of discharge - -H- ! yes) ! ~ ~ ~ ~ ~ ~ ~ , ~ ~ -`T
Com feted b Mike Mason and Brian Keever Date _03-18-11 D = Nozzle diameter {inches) p y - - - P = Pitot pressure reading (psi) i ~ 1_. ` ,
N = Number of nozzles open at hydrant pen at hydrant ~ n s ' A ~ _ ~ ~ I I- ~ ~ DRAWN BY
i ! < ~ -r- ~ ~ RBS
Q,= 2757 gpm
QzO= 7885 gpm
D TE
' -E -~-r- - ~ ~ ~ ~ 1 07-21-11
Qzo = Q, x (S - Rz}^0.541(S = R,)^0.54 w ' PQ~* ~5 51 ' ~r~ , ~Tj ~ ri; z,, i ~ , ~ SCALE
T TAD = L EMAND 14 PM Where R2 =Residual pressure at P = 20 psi i I psi__1343 o 132 a CtP1H ~ ~4~ ~ I 1 , ' ~ ~ ~.I ! ~ AS SHOWN
A AL - L TED S -Static pressure (psi} ~ ~ I ~ - -~---'-r-` i ~ T ` j JOB N0.
O20 =Theoretical flow at residual pressure = 20 psi pressure = 20 psi (gpm) ~ ~ I ~ , i y~ ~ ~ . I
_ I pa s I 3~--~-_P~i r 1_____- ~ ~ I i I ~ I ~ I ! 10-032
4. Theoretical Static Pressure too ~ __.-j__- + ~ --i---~- ~ ; , , ~ ~ 1 ~ CAD FlLE
Sk = (Tank Elevation -Gauge FH Elevation} 12.3077 fttpsi ~ ~ L ~-F I i r ~ i ~~i 10-032-UTIL.dw l 2.3077 fUpsi ~ ~ ~i ~ ' ~ ~ I ~ I ~ PIOT OATS
! ~ r ~ ~ n I P ~ I ~ '~--j--~-~--~ ` I I-~-~- , ~ ~ ~ , I ' I
i.~ -e , ------r ~ _ _ _ ~ ~ ~I ~ ! ~ . ~ i _ m_ _ ~ ~
sc Iuts.tfUy54 psi
SHEET
Page 1
UM5
~1~' J

REVISIONS BY
NEW MANHOLES USE AN APPROVED BITUMINOUS ~-T2 BARS AT 8' C7~
BASE SEALANT THAT SHALL BE APPLIED TO ILL 11F MATERIAL FOR 4' MANHQLE
FINISHED GRADE sEE c,O.R, STANDARD S-25 THE TOP OF THE CONE SECTION TO PROVIDE ~ BILL OT MATERIAL FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL, _ u BAR SIZE LENGTH SIZE LENGTH N0. WT. LBS. 1- ~ Q
~ T2 #5 5'-6` , o p. #5 5'-6` 18 !03 ~ g
~ a CL, 'A' CONCRETE TOTAL ' CONCRETE TDTAL CU. YDS 1,000 H a •Q ' o 'O : Q' iZ,a
~ N P ° ~ N 9 Q ~ ;n. ;a. -O ~ ~ 'P ~ W Q ' e 3 ~
'4 ~ W i W c 'D.. a•Q'.' a P' ~ p,Aa e'....Q. oA, p:. W
4" MAX a-° n v ~p 2 i ~ > ' p.a Z >.D. ~.d m i1. a ~ L7 H
1 FINAL ~ A, ~ e . . ° A d- Z ~ ~ H rq Z ~ ~ ~ Z 4' F- H
BACKFILL ~--6'-0'--~ a / ~ ID Q X 1--i Q ~ ~ 6 d W lY
~b•' I r a' REINFORCED CDNC, FOOTING FOR 4 N 4 4' PRECAST MANHOLE W ~ .v W ~ ~ -a
~ ~ ° ~ ECCENTRIC M,H, CONE MAY ~
' ~~UNDISTURBED SOIL ° ° BE usED DN a' , Io• AND ~A q, o G 12' SEWER MAINS 3 ~ o ~ z TfNSS DRAMI~ IS THE PROPERTY w ? ~ a ~ THE ENGINEER AND MAY
C .b b • ~ ~ ° ~ ~ " d ~ r ~ NOT BE USED• OR REPRODUCED
~ ~ C ' ~ D' MANWOLE CONE AND BARREL ~ a i~ SECTIONS SHALL BE AS PER H ~ ¢ co ~ ° ~ ° ~ • z WIHOUT f~S MRITiEN PE~IISS~N
>"A ASTM, STANDARDS T1 BARS AT 8' CT I- ~ ~ I' W
:~._..~.L: ° DIA, AS ~ ' ~ i BILL OF MATERIAL ' QLL OF MATERIAL FOR 4' MANHOLE W ~ • ' v ' ~ U- C`- 1i- .4 l7
~ C? REQUIRED J ~ BAR SIZE LENGTH a a a 3 Z 11111111ilillllif/11 SIZE LENGTH NO, WT. LBS, Q O O O N v' ?J ~~J``1~'(N ~'~OG/llllll
INITIAL a; ~s: w n; Q ~ ~ TI #5 6'-6' #5 6'-6' 20 136 p Z d' In ~ a • Q E$S~ ~'ii
BACKFILL y 4~ o ~ d= N N b i j ~ v a ¢ D RING SEAL ~ ¢ CL 'A' CONCRETE TOTAL ' CONCRETE TOTAL CU. YDS 1,361 L ' ? ~ ~ Z
SPRING LINE;` b b: i e:, DR RAM-NECK c 8°, o `o 00 #67 STONE . - 4N t- > N . a as 4• d V I a C 0 W .o ~ Do ; G d yr ' ~ r W AL
° o
~ ~ HAUNCHING o a° ,a.,, PIPE GRADE a I o~ II o°o~c° nio uo °po o°0 ~ e ~ D. 4 N ' > Vl 11065 4' •a
igo o°°_ 000 ~ a ~ , ~ 0 8 ,°osO° > ° ~ ~.'~.:v RUBBER BDDT ° ° °8 °~s ~ 4 BEDDING d ' . ~ uTERAL INVERT SHALL Nor ~--7'-0'~
° .4~ O .,6 V .':o•.q ;~,.~------________-`BE LONER THAN MART SPRING- F ~?rLA~Pr, ill~ll~il II Iii II`1j1111`11,
` ~ 9~lD c. "Ifl 4 4 UNE MANNtN.E NEEDS TO ~ REINFORCED CONC. FOOTING FOR .Q' , : a D o. • < , . p . ABOVE 100 YEAR F1000 PLA#J A
° OR SEALED AND VENT TO BE 1' S' PRECAST MANHOLE TAMP WELL UNDER MINIMUM SIDE ~ .4 . b . ; a b ~ P ~ • . N / 6 ABOVE too YEAR FLOOD Pu#J. W C7 1- Z_
BOTTOM HALF 6° D,D, OF PIPE 6" CLEARANCE p~'a D : 4'`.. D'. d'. ~ d . WHEN MANHOLE TOPS ARE IN v~ ~ J V 4.
DF PIPE IXCESS aF 3' ABOVE y`RADE. 9" OUTSIDE STEPS MUST ~ W p ~ O ~ Nwnl-
PROVED. SEE STANDARD SECTION A-A S-28 FINt STEP DETAIL IN I Q rlij f/i W Z J j W ~ ®a c~~
NON TRAFFC AREAS, TOP OF FRAME AND COVER SHALL ~ ~-T2 BARS AT 8' CTS--I ' / Q a ~ u ./J zz~w~z ~fa~ as w~~<~~
TYPICAL TRENCH BOTTGM DIMENSIGNS FGR BISTALLED A MIN. of i' ABOVE TILL OF MATERIAL FOR 4' MANHOLE 1 J ~ U W Q H W W N ~ ~ L1 Q > O W ® ~ U ~ K~
FIlNSHm GROUND SURFACE. BILL OF MATERIAL SDR 35 PVC GRAVITY PIPE , aW_ SIZE LENGTH NO. WT. LBS, \ W ~ ? J N ? q U ? ~ Q p, O N ~ 0 c 9 ~Q
' Q•° ~°.p:•, SEE SEWER DESIGN SECTION ~ BAR SIZE LENGTH ° .O b. ~ ,p Q O ~~~~WZ q~~~~o ~ a ~ a~
NOTES ~ T2 #5 7'-6' #5 7'-6' 24 165 ~ JZH?W? ¢p-Q~WZ ~U) ~I ~ ,
1, For trenches requirin shorin and bracing, dir~ensions shall . a~ b,~ a cL. 'A' CONCRETE TOTAL g g A Q. A MIN, 9' COMPACTED #67 STONE N ' CONCRETE TOTAL CU YDS 1,77$ v Q ~ Q ~O Z U Z~~ a p O O J ~ O j = W J p W Q? Z W t- W J~ ~ O C~ N"i'n
be taken fror~ the inside face of the shoring and bracing, BASE TO BE INSTALLED a
2, NO roCkS or boulders 4' or larger to be used in initial backfill, ~ UNDER NEW MANHOLE, N ?R'i-+WI-ZZWN W?10Q; W rc
3, All backfill r~aterial shall be suitable native r,ateriat, ~ < IN NON-TRAFFIC AREAS, TDP OF FRAME AND COVER SHALL BE WI.,_gf-3JUf ~Vi!-a#~~Ul L'6'N
4, Backfill shall be tar~ped in 6' lifts in traffic areas, 12' In ~ INSTALLED A MIN, OF P ABOVE E--8'-0"~ • ~ ALL BASES ARE ~ ALL BASES ARE MINIMUM 9' THICK ? ~ Z .-a N (h d= Ifs ~ ~ S~
non-traffic areas, FINISHED GROUND SURFACE, q•"• (7 REINFORCED CONC, FOOTING FOR ~B~o
~ 6' PRECAST MANHOLE CITY DF RALEIGH o.°.;. a.°. ~ CITY OF RALEIGH W S N.ni CITY ~F RALEIGH CITY ~F RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT DF PUBLIC UTILITIES TI OR T2 BAR DEPARTME DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
~ ~
TRENCH BOTTOM DIMENSIONS AND BACKFILLING STANDARD PRECAST SANITARY EXTENDS EXTENDED BASE DR CAST-IN-PLACE STANDARD MANHOLE INSTALLATION
M NT F R PVC RAV TY MAN ~ STRAfGMT BAR ~ REINFDR REQUIRE E S D G I SEWER I SEWER MANHOLE REINFORCED CONCRETE BASE OVER EXISTING SEWER MAIN ~ ~o ~ '~AA Z
DWG, NO, REVISIONS DATE REVISIONS DATE DWG, N0. REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS JISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE v; e M v~ 0
TD NOTES 3-1-87 D,W,C. 9-3-94 Y.C,A. 12-31-92 ABB 2-21-05 5-21 S-~ 7-C-82 R - ~-20 RRH 3-30-00 RRH 3-i-$7 ABB 2-9-OS S_22 3-i-87 RRH 3-30-00 ~ x RRH 3-30-00 Y.C.A. 12-31-91 A.B.B. t-19-05 ~ d 0 0 ~ v
RH 30 0 n WS
can H
a ~ ~ ~
~ SEE VENT DETAIL MANHOLE FRAME AND CC 1" LETTERING MINIMUM A/G WEIGHT 0 J.Q ~ Z IE AND COVER
RECESSED FLUSH cavER 160 ~ ~ o ~ _
_ COVER 1'c r,; COVER 120 LBS, MINIMUM TOTAL 432 w° N ~ J
~ I`~.. VENT OPENING TD BE ONE FOOT ABOVE ~ HUNDRED YEAR FLOOD ELEVATID 0
VENT OPENING TD „ SEAL AROUND 1 aQ ~ 3 -1' DIA, HOLES ~ ~ ~
~t° D is i~AL~_r-L~r~D-;.._ ! .:.A BE SCREENED r h -~r~ ~'y5 ~ SAM-LDK VENT PIPE 4" "HOT DIPPED" AT 12U°
~Nl?J MAfuHULE ~ WATER TIGHT MANHOLE THROUGH MANHOLE GALV. PIPE a lf~ 1 re O
~ - << ~ FRAME AND COVER ~ FACTORY CAST IN PLACE PIPE ~s FLANGE iP' ABOVE MH TOP I
f ~ ~ c p R ~ RM I T A A ~ 1- PE RF o ~P~~~~ W~
~'PE~ AST ~9A~lNCt_~_,, I ii _ !;o 9; PROPOSED ~ ~ 12 PRE CAST TOP SLA Tq~ Q~f~ 0 20~ W
~l'~ n ~ c a GRADE ~ ~a ~ ~ ~ r v ~ v I t>o WALL COLLAR ' ' _ w /
. ~ ~ ~ ~ V p ~ ~ TYPICAL LIFTING DEVICE ~ ~
° ° ~ ~>a~b MANHOLE TD '.p: p SLOPE FINISHED GRADE 23 1/2 21 ~..1 LLL/// V
HAVE CAST IN aE(mTlLir P~ A1`yGLt~ J CE~ITEP: !.INS 1>P PIPE AWAY FROM MANHOLE ~ o ~ Y
RISER OPPOSITE r? ~ ALL SIDES. a O R ~ W 3
STEPS TD ~ S
-Q~ti ACCOMDDATE FLANGE /A/ N F N {J ~ ~ N ONFINED SPACE ALLDO NOT Y. n.
DUCTILE IRON PIPE AND 4 HDT DIPPED p fP DUCTILE IRON :d GALVANIZED PIPE, • ~ ~ ~PgcE ~p ENTER...PERMIT REQUIRED" AS m PLAN SHOWN ON S-25.
BENDS AS NEEDED WITH e ~ o
ND MORE THAN THREE
4' 0 JOINTS OF HALF PIPE, d. < H 28 1/4'
2 3/4 n o ~ ~26 i/4' ~ ~ `1 1 3/8' I~-26'--~1 J W ~
d b' °b ~ - GASKET _ O
1,D, 4 D T ~ ~ ~
p ~iYFE 'p . Q Q
~ INVERT SHOULDER.- DUCTILE IRON 1 .~.p o ~ FROM PREVIOUS l,o Q. ' Q o 0 25 1/16' 7 1/2` W O W ----23 11/16' I~ 1' GASKET IN VERTICAL ~
6N DUCTILE IRON MANHOLE o 0 FACE OF COVER ©
I HYFE ~p : TO NEXT -E ; , . . Y~ ~F RING MUST BE ~ ~ ~
MANHOLE <,.=-;c,., ~ .`~`w``~~.. , a . P •.D o BUTYL-NEK OR N ANCHORED IN ~ ~ ~
a ~ . , ~ o APPROVED N :a ~ ~ , - , o ~ ~ . DR GREATER i>• T>• SEALANT BETWEEN 7 1/2 22' ~ 24' ACCGRDANCE
PRECAST ~ ~ 4 ° ; q. tr p _Qo STAINLESS FRAME AND COVER p. VENT DETAIL STm eoLTs 3' 28' WITH S-25 ~ ~ NO
MANHOLE y } ~ 3~ ~ ~ ^ ' ~ . ~ . ~....>~.o > 34' Q N
~ OTHER ACCEPTABLE ••6~ SECTION ALONG CENTER LINE DF PIPE ' r
COVERS 1' NOTE G?' b..'.. '.:d h. ~-25 15/16' = J
ND HORIZONTAL ALIGNMENT CHANGE •a:.'° ~ ° °'p~°~'a~ .a' t•.4. C.'~ o. 33 1/4'
CAN BE MADE WITH IN THIS MANHOLE "~Q~ ° A ~
NOTES: TYPE, USE DN GRADES 10% OR GREATER, . ~ . y~, v, • a: "p:~ 5/8"X3" LAGSHIELD IN HOLE ~ DRILLED INTO CONE OR DRAWN BY
1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO 5/e, ~ APR
BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X3" STAINLESS STEEL RED CHECKED BY
2) FRAME SHALL BE A MINIMUM NOTES: 9 STONE WEIGHT OF 182 LBS. NflTHIN HOT DIPPED GALVANIZED RH
PUBLIC ROW AND 160 LBS. LAG BOLT AND WASHER. TYPICAL LIFTING DEVICE SECTION A DATE
CITY OF RALEIGH 1. VENT MUST BE FACTORY WELDED CITY DF RALEIGH WITHIN EASEMENTS. I CITY OF RALEIGH TOP ~F OVER CITY OF RALEIGH 7-21-11
FABRICATED AND HOT DIPPED 3) COVER SHALL WEIGH A DEPARTMENT OF PUBLIC UTILITIES GALVANIZED. DEPARTMENT DF PUBLIC UTILITIES MIN. OF 120 I.BS. DEPARTME DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES SCALE
2. MANHOLE NUMBER NEEDS TO 4) ALL MANHOLE FRAMES OUTSIDE STANDARD SEAS TIGHT MANHOLE of PAVED SURFACES SHALL BE STANDARD HIGH VELOCITY MANHOLE INVERT COINCIDE WITH VENT NUMBER STANDA MANHOLE FRAME AND AS SHOWN STANDARD MANHELE COVER ,>oe No.
WITH VENTED STACK BOLTED TO THE CONE SECTION OR RING WITH A WATERTIGHT OVER 10-032
DWG, ND, REVISIONS DATE REVISIONS DATE DWG. ND, REVISIONS DATE REVISIONS DATE MINIMUM OF 4 BOLTS PER DWG. ND. REVISIONS VISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE CAD ~
a-1-a7 RRH a-~o-oo Y,C,A, 12-3i-91 RRH 3-30-00 FRAME, 3-1-87 S-23 _ 1-9 5-24 .W,C, 6-7-99 S-25 Y,c,A, 12 a 1 A.B.B. 15-0 RRH 3-1-87 3-1-87 A,B.B. 2-9-05 S_26 3-I-87 3-1-87 ABB 8-29-0 RRH 3-30-0 RRH 3-30-0 10-032-DET-UTIL
PLOT GATE
7-21-11
SHEET
24 HOUR CONTACT
WILLIAM HAMRICK
77 0-474-4345 U'6
OF SHEEiS

REVI~IS BY
w
. , ~.p~:~ ~~4: . , N Z ~Ii~r F- W
~ 1r 1 rr
r K~~a i ~ „ , ~ a ~ ~1 L~ . p Q. p a J gltir. ~ W ~ Q z z„ .p. 4~ ~ ?a ~Il~~r - . ?a ?Ww
, i , ; J ~ ~ 11 ~tirr~ ' w
4 ~p• wQ ~ a~ ~~ql"•. AU x~~ z~~
L ~ RM I T LFS4 - EI f i ~ ~ f M t o r ~ R ~1 I ~ \ a W 1- ¢ li rr W
~ ~ G Cif Q o:v a J ill~~~~~. ' • , ' . , 3 n. U ¢
~ T f
~-~S ~ A ~ e ~ d ~~U ~ J
D
• . ~ F W ~~ql\i ' • A J Il~r W
a' - C27 SS RILL PINS O CAM L 7rh::,-- ~ r fPa ~ 1. ~ DIA x 1 3/4' 4 ' . U t!1
a W ~ IV~r~r F- ~
~ a v,
V T ~ ~ 5 0 r L 7~8' ` ~ ` ~Vfr Q rr ~ H H
t . ~ , ~ ' U o p > > w w ? `'~II~. ' - ' ~ ; z TINS INtAW~IG IS THE PROPERTY
c~ 1> 8' _a ~ e ~ OF THE ENGINEER AND r~AY
° * aiuWi ~ w °.•.~4 -'a. U ~ • ~ w ° NOT ~ USED~OR REPRODUCED R 3000 P,S.L CONCRETE A • ° ~ ~ - ' H ~ ~ ~ WTHOUT IBS W~TiEN PE~IIS~ON
TYPICAL CAM LGCK MANHNLE wrP~a casKEr TYP, G' a . .Q D Q ' ~ ENCASEMENT z W ~o•~.°.
0000000 00000 ~ r . a , , OJ SAW q.' C7 _J
PLAN ? W W '.a' a.. Q. ~?Q _AN Z ~ Q Ap'p 4. Q ZW~W W p ````\„~~uiC,~q~~~/'/
q ADJUST FLUSH ~ V STANDARD MANHULE w ~ ~ ~ ~ ~ 0. m = ~ } Q Q _ ,o ESSIO
BQTTQM QF FRAME SIDE ST FRAME AND COVER w ~ ~ ° D° ' ~ Q 1aL~ a o~{ /Z 3 ~ JAN ' ~w(
PLAN NEW ASHPHALT FR ELEVATIGN ~ H Q ~ ~ H r Q Z Q a Z z Q
FtIJNI`~i ~iAJ''ET rr~~ C~'Ii~=,~ QPEN 2n n ~-_n~ r, f, PQSITIQN SLIP RESISTANT CLEAT ~ W W W U Z JWQZ ¢ J W
..d.. Q "d•Q;~e
~(r.. k+ w •p; .e y."a~:oq w w~3 '•~~v~m0 ~o w a~' ~ ~y~ l~
Y a ~
a ~ xh_ ~ 2 ' e:4:..4. a~ 3HP4 ~ >H~Z ~ ?W W W QJ J i~i,'''''h ~41tl~ ~ o J v, J v, ~ ~ C. LAS' • ' EXIST, A,B,C, N ~ w 3 U F Z w o A A nmumm~u~u"~`~
, ~ : ~ BQTTQM QF CQVE
~ , ~a f ~ ~---~i I _.~4 12" . STANDARD ~NDARD ~ Iii i~~dN~ o~vQ, ~ `_~v¢, .°AA
JHOLE ~ ~ COMPACTED ~ ~ ~ J W ~ ~ o a BACKFILL ~ ' ` o ~ Q z ~ ~ ~ ~ r ~Z
K_I~~~ E ,'i~`;I PQSITIQN
r ~ , 0 E~EVATI~N TOTAL z~ U Z~ ~ z ~ ~ o ~ ~ , CHIMNEY NOT t=- H m p~, p ~ ¢ ~ w }i N < <m
~t r ~ , . ,r . - ~ ~ TO EXCEED 12' Z A J ~ p x ~ ~ ~ o ~ ~
n W W JQp~- W U
STANDARD - PENTAGQN HEAD S.S. U " III. J (y/1
QPTIQNAL - S.S. HEX HEAD BQLT BQTTQM QF FRAME #3 DR #4 REBAR SECTION PRECAST CONCRETE SPACER
CQRROSION RESISTANT MATERIAL (DQNUT RINGS) 0 ~ ~-w JU(ntn~ p ~;a~
TYPICAL LOCKING DEVICE RUBBER, PLASTIC IN TRAFFIC AREAS D_ ` w a» n ~gN z • ~ ww a~~~~n ~ a~-=> m
QNLY, DONUT RINGS NOT ? ~ W ~ ~ N~Wx
CITY QF RALEIGH CITY QF RALEIGH ALLQWED IN EASEMENTS, CITY OF RALEIGH z ~ O U a CITY OF RALEIGH ~ •~N
DEPARTMENT QF PUBLIC UTILITIES DEPARTMENT QF PUBLIC UTILITIES NOTE: CONCRETE COLLAR SHALL DEPART DEPARTMENT OF PUBLIC UTILITIES W ~ ~ n. DEPARTMENT OF PUBLIC UTILITIES
=m „
W - T S E C T I O N A- A TA R EXTEND 2" BELOW TOP OF RING MUST BE ANCHQRED ATER TIGH MANHOLE FRAME S NDA D SLIP RESISTANT STANDAR PRECAST CONE ~ ~ TYPICAL SANITARY SEWER = ~ N° STANDARD MANHULE FRAME AND COVER W ~ ~ w s vC
IN ACCQRDANCE WITH S-25 WITH CAM LACK COVER MANHOLE STEP DETAIL DETAIL ~ DETAIL WITHIN PAVED SURFACES ~ Q J LATERAL CONNECTION
DWG. NQ. REVISIONS DATE REVISIONS DATE DWG, NQ. REVISIONS DATE REVISIONS DATE DWG, NQ, REVISIONS REVISIONS DATE REVISIONS DATE ~ ° p DWG, ND. REVISIONS DATE REVISIONS DATE
RRH -30-00 RRH 3-30-0 S-27 S-28 S-29 Y,C,A, 3-1-87 RRH -30-00 U Y.C.A. Z-31-9 RRH 3-30-0 Y,C,A, 2-31-9 ABB 9- 0-04 5-30 ,C,A, 6-9z A.B.B. 4-8-04 U o m~ Q
J~p~ ,w Z
I V, J
W L 3 r
H 3 <p W ~ ?
~ PVC TQ D.I. PIPE ~ Z ~ aa. °o ~ U a W ~
ADAPTER -USE 'FERNCQ ~ a ~ ohm ~i O
f'~~ ` CQUPLING 445-401' QR Q ~ o. ~
r~ APPROVED EQUAL TQ SEAL, o N ~J~ ~ Z W~
Z p w ~
J~ 3 ~ zw ~ ~ O WN ~ J
''s 45° PVC SADDLE ~ a" 0 0.
Vi 3 ' W QW oA x PIPE CRQWN ~ U ~ Z 4.00 4.ooM -'?I Q ~
~ r_.. A v a ~ - 1 d A w~ 0
~ ~ ~Q d~
` ~I ~ 0 ~tN ~z i N . I G; `r CARRIER PIPE W U ;
I _ , FLOW p ~ STANDARD 4 BRONZE CLEANOUI NZE CLEANOUT PLUG 3/8" STEEL PLATE, TYP W ~
STAINLESS
~ !I ~ STEEL , 3/8"x4" STEEL ~ Z
CLAMPS ~'I PLATE, TYP ~ O U
1 I 5/8"~ A325 BOLT ~ w
--..._~_J..- - - Q
a W W_Y 3
BACKFILL UNDER PVC SADDLE W z y ~ J ' ~0~ 3 ~ ~ ~ w ~a
ADAPTOR, AND CAST IRON BEND ,~ti ~ ~ CASING PIPE m ~
WITH#67 STONE AS SHOWN ON GPs U ~ ~ a" S-4. ss GpP " W o F N
Q 7 P9 W Gu tia'~ ~ la7 ~ a
P. J~' v F ~ 16 4 ~ ~ 3/ ~
N dW NViN s~ ~Pv a ~ y 1" RAD ON ALL CORNERS y ~ Y
P ¢SQ .1 W o
3 a z~
9 ~ J ~ oa
PIPE CROWN e4~' ~ W °
0 0 1 45 45 ~oe• ~~~/w~ U
FPGO~y w ~ e ro NOTE: v~ ~
~-SADDLE ~ ~ W ~
~z ~ ~ ~yE o c~ 1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ~ W o
QJG ~ ~ ~ W ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM ~ ~ 80TH THE BELL AND SPIGOT ENDS. J ~ o
PIPE SPRINGLINE q ~ w w ~ CLEANOUT FERRULE WITH PLU <v e J ? lULE WITH PLUG . ~i N
~~Q• JG UJJJ P`'~2~~ e ~ w a a A° J
VP~P a~ y~NCan Q W J
G~ ~ s ° STYLES ACCEPTED: U
~ z INVERTED NUT
o iu w ° ~ RAISED NUT DRAWN BY
N APR
+-.T , . ;.~,tif .r CITY OF RALEIGH v'i ~ G! CITY QF RALEIGH J+~D.•L_. IPvJTr~~A , ;~i F [r•9i ? CITY OF RALEIGH CITY OF RALEIGH CHECKED BY
DEPARTMENT OF PUBLIC UTILITIES A ~ DEPARTMENT OF PUBLIC UTILITIES DEPART WUA DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES RH
¢W 7O
LATERAL SADDLE INSTALLATIQN ~ ~ } ~ LATERAL SADDLE INSTALLATION DETAIL n TA F a~wa 4 DE IL QR PVC PIPE ~ a ~ ~ FQR VCP AND DUCTILE IRAN PIPE 4" CLEAN~UT PLUG PIPE ALIGNMENT GUIDE DATE
7-21-11
DWG, NQ. REVISIONS DATE REVISIONS DATE DWG, NQ. REVISIONS DATE REVISIONS DATE DWG, NQ. REVISIONS 3-1-87 3-1-87 3-1-87 REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE 3-1-87 RRH 3-30-00 RRH 3-31-00 AS SHOWN
S-31 RRH 3-30-0 S-32 _ _ S-34 n,w•c• RRH 3 30 0 D.W.C. 3-27-98 W-40 A.B.B. -16-0 JOB N0.
10-032
CAD FEE
10-032-DET-UTIL
PLOT DATE
~_~1_~~
MEET 24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4346 U•7
0 F MEETS

REw~iS BY
DIM "A"
• a•, , k. , . ; x
GROUT BOTH
SIDES ~

r i- ~ ~ OIL. AND GREASE TRAP

rr n j DIM B ' DIMENSION CHART
PRECAST BAFFLE • CAP GAL DIM "A" DIM "B" DIM "C" IM "D"
4" THICK ~ ~ \ \ 600 7'0" 4'8" 7'0" 3'6"
750 7'0" 4' " 7'0" ' "
1000 9'0" ' " ' " ' "
1 5."
1500 11'2" 5'8" 7'2" ' "
a,'
' ' ' 17 11' " 5'8" T2" 4'11"
ADJUST TO ' " ' " ' " 4'7" TENS DRAWING IS 1HE PROPERTY ----.LOCKING FRAME & ' " 6'8" 8'0" 5'6" OF THE ENgNEER AND f~AY
FINISHED COVER, AIR & ~ " ~ " ~ " 6'0" NOT ~ USED~~ REPROgJCED
GRADE GAS TIGHT WITROUT ENS W~T(EEI PERI~ON
3000 15'7" 9'7" 8'6.5" 5'0" ~ " 6'3"
' ' ~ " ~ • ' • 50 19'11" 9'11" 8'11" 6'2"
6000 19'11" 9'11" 10'5" ' " ~~~"""~`qRp~~
3rr OPEN }PEN Essi
.a 2" 'd
INLET OUTLET ~
_ _ NOTES: tia65

d;. " 1. CONCRETE: 28 DAY ~c=4500 psi ~''-,v~ t~~~ . DIM C 2. REBAR: ASTM A-615 GRADE 60 ''%F 1 LA~,P~',~°
t 3. MESH: ASTM A-185 GRADE 65
a 4. DESIGN: ACI 318-83 BUILDING CODE
DIM "D" ASTM C-857 MINIMUM STRUCTURAL DESIGN
PRECAST BAFFLE LOAGING FOR UNDERGROUND PRECAST
rr 4 THICK " " Y2 DIM D " „ ',a CONCRETE UTILITY STRUCTURES a ~ ~ ~ ~W
rOrr Y2 DIM D 5. LOADS: H-20 TRUCK WHEEL WITH 30q IMPACT PER AASHTO ~ y ° ~
6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM ~ 7. CONTRACTO4 TO SUPPLY AND INSTALL ALL PIPING, SANITARY ~ ~ ~ o o <mW
. .a. •'y''~' . ~ • , TEES, AND 4 DUAL SWEEP CLEAN OUTS (FOR CLEANING TOWARD ~ 0 ~ o
AND AWAY FROM TRAP ON BOTH THE INLET AND OUTLET
~ LENGTH ~ IENGTH ~ IENGTH SIDE). ~ ~ E . ~
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED O° ~
DETAIL 40A CONTAINS THE DIMENSION CHART ~'OR THE OIL, BY SEPARATE SEWER. ~ ~ v o FOR THE OIL/GREASE TRAP 9. ALL PIPE PENETRATIONS SHALL BE WATERTIGHT ~ ~ ~ ~ ~ Y
DRAWING NOT TO SCALE c . aN
•L ~N ~ Q~
CITY OF f C~~~ CITY OF RALEIGH CITY OF RALEIGH
Waa..
DEPARTMENT OF P! T'MENT OF PUBLIC UTILITIES DEPARTMENT ~F PUBLIC UTILITIES
OIL AND GREASE JD GREASE TRAP SIZING OIL AND GREASE TRAP DIMENSIONS
DWG, ND. REVISIONS DATE F ~°o~~ Q
RRH _ 9100 DATE REVISIONS DATE DWG, ND. REVISIONS DATE REVISIONS DATE J ~ y J 9 00 RRH 9 00 i~ ~ F o
S-40 ABB 3 19 0 3 19 0 S-41 ABB 3 19 0 m; v~ ~
o°' °o ~ U W
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DRAWN BY
APR
CHECKED BY
RH
DATE
7-21-11
SCALE
AS SHOWN
~
10-032
CAD FN.E
10-032-DET-UTfL
PLOT DATE
7-71-11
24 HOUR CONTACT SHEET
WILLIAM HAMRICK
770-474-4345 U•8
SEETs

i'
:
f~N~IS BY
FINISHED GRA[ GRADE PROPERTY • • MINIMUM 36" HORIZONTAL CLEARANCE
. , LINE FROM ANY OBJECT.
NEW CONC. TO BE 3000 PSI SAW CUT AND REMOVE
EXISTING PAVEMENT ~ ' EXISTING CONC. . . FIRE HYDRANT, PUMPER NOZZLE TO
• • I BE POINTED TOWARDS FIRE TRUCK ACCESS.
1'-0" ; . NEW ASPHALT SURFACE COARSE • h •
.,::'.r:~.'.: -t .n'. i;. e.' .r EXISTING PAVEMENT 2 MINIMUM . ..s .x . ~ ,.o.. ,~•D..'• • • EXISTING PAVEMENT ~•`i~• . i'. p.: i'. p.: . D:•?. C;..',. i' iP. d .D•..j i'.>.. ~.s 1. D..i'•s I'. p.•: TRAFFIC FLANGE BETWEEN
i!i;,~.~•: ,,l lA •.d.~,..il!l~y .ii.I:.d .ry. Il A.y•'• :'i• • ..f.y,.•.'Q'.l.•f~k.~.V:.l•.•*'?. .•~.d ~.1.•4'b:i.. f•!i.•Q ~~.'~~•}.:M1'A' o 0 0~~~0~ 0~~ 3,~'^n • • 'i.'P'f:4.1..P••d...•? •d.. ed.. ? .':/:i.l.'P~.Y; i.l'P•.':i1.1•P.'~ 1.1'O. C 0 1 J 'K,n4, • • • 2" - 6" ABOVE GRADE .,•:~3'~~0"::•'..•~ UNDISTURBED SOIL ~
I: i.l.1 'P .I: 4.1.1 •P .I: t. ? 0 1 .P -.=w~' y e:.'d; I,T'P .L: .l.t •P .'d: ,s. NIIIY..:. ~liv~.~ 5' 3'-6" Tr'#S DRAIMNG IS THE PROPERTY
c o ..o, 2" BELOW EXISTING ;o o ~ o ~ BORE 1 1/8 DIA., 1 -0" • SIDEWALK /CURB AND GUTTER PAVEMENT OF THE ENgNEER AND MAY
EXISTING BACKFILL • . ON CENTER ALONG CUT • 1'-0' ' • ' ' ' y ..q.. a: • NOT 8E USED•OR REPR~UCED
6" COMPACTE _ 4 A SUBGRADE 1 _ O & DOWEL W/ # B R . . Z " ~ ~ YrnNOUT HIS Yr~TfEN PERwIIS~ON
N0. 67 STONE TY . • ~ VALVE BOX ~ 6' GATE VALVE
• • . EXPANSION JOINT ~ • ! • ' • • UNDISTURBED SOIL • MATERIAL, MASTIC ' • • • ' • • `j COMPACTED BACKFILL CONC. THRUST
BACKFILL, TAMPED COMPACTED FILL • • SEALANT, AND DOWEL IN 6" LIFTS ~ . . A N 6" LIFT K ``````"~i„numuiruur„~~` • w N (T MPED I S) BLOC
IN 6 LIFTS . ' ADHESIVE AS REQUIRED
PIPE • PIPE BY NCDOT STANDARD SPECS . .
SPECS. 6° MIN. BRANCH PIPE ESSIOtr, • * MAIN ~~l
• ~
UNDISTURBED I ~ SO L REFER TO W-3 .;t' e.
NOTES:
5EE W-3 1. The pavc'vnent cut shall be defined by a straight edge . . CONC. SETTING SLAB 3/4" HOT DIPPED 1,- 0„ ''%v~~F
and cut with an approved sow cut machine. P P PP • • 1'-3"x 1'-3"x 4' THICK ALVANIZED BRIDLE ',,,,r1~,~~~c,,,,~A~cP~, R00 MAY BE COUPLED
2. The trench subgrade material shall be backfilled /MINIMUM SIDE 3000 P.S.I. CONCRETE ONCE.
with suitable material and compacted to a density 6" OF #67 STONE " OF PIP of at least 95% of that obtained by compacting a WHEN ROCK 6 D E 6 OF PIPE 6" CLEARANCE THRUST BLOCKING 7 CU. FT. CRUSHED
sample of the material in accordance with AASHTO OR WATER IS STONE MIN. NDISTURBED EARTH. °
T-99 as modified by NCDOT. NOTES: ~ ~ ~ ~ R? ~ L
NOTES; 3. The final 1' of fill shall consist of A8C ENCOUNTERED 1. FlRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, ~ E
material compacted to a density equal to 100% 1. See City of Raleigh standards for trenches and pipe bedding of that obtained by compacting a sample of the WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. ~ w ~ ~ < 2. BRANCH PIPE SHALL BE DUCTILE IR~1 AWWA C150-96. ~ ~ ~ v ~ G~
W-3 for additional details material in accordance with AASHTO T-80 as 3. 6" GALE VALVE SHALL BE AWWA C50O-86 OPEN LEFT, d ~ Q ~ o
2. Pavement cuts within NCDOT ROW shall conform to the a roved on site modified by NCDOT. 4. STEEL RODS AND BOLTS SHALL BE 3/4 HOT DIPPED GALVANIZED. •Ai E o
pp 4. The entire thickness/ vertical edge of cut NOTES: encroachment permit. shall be tacked. 1. Trenches re uirin shorin and bracin dimensions sh 5. FlRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. ~ ~ a • e
3. The pavement cut shall be defined by a straight edge and cut wdh ri I whi h xi q g g g 5. The same depth of pavement mate a c e sts taken from the inside face of the shoring and bracing dimensions shall be ~ ~ ~ ® ~ 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE O ' n and bracin . ~ a o 4 i~
an approved saw cut machine. shall be reinstalled, but in no case shall 9 9 HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE ~
4. The trench subgrade material shall be backfilled with suitable material and the asphalt be less than 2" thick. 2. No rocks or boulders 4" or SHALL BE INSTALLED NO MORE THAN 10FT FROM HYDRANT AND POURED IN CONCRETE. ~ ~ H W 7. FlRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.
compacted to a density of at least 95% of that obtained by compacting 6. The asphalt pavement material shall be installed larger to be used in backfill. a sample of the material in accordance with AASHTO T-99 as modified by NCDOT. and compacted thoroughly with a smooth drum roller O C . dN L W'~
5. The final 6" of fill shall consist of ABC materail compacted to a density to achieve o smooth level patch. 3. All backfill material shall be ~ N QI C c
equal to 1009b of that obtained by 7. Refer to City of Raleigh standards for su~tabie native material. - c 5C ~ nn
compacting a sample of the material trenches and pipe bedding, W-3. for additional details. CITY OF RALEIGH 4. Backfill shall be tamped in 6" in accordance with AASHTO T-80 as CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH w a Nv
modified by NCDOT. 8. No Hand Patching allowed. PARTM NT OF PUBLIC UTILITIES lifts. DEPARTN DEPARTMENT OF PUBLIC UTILITIES DE E DEPARTMENT OF PUBLIC UTILITIES ~ ~My p ~WpR'K ~p,~~~~jE' ~A~pE DEPARTMENT OF PUBLIC UTILITIES
9, Pavement cuts within NCDOT ROW 5. Achieve 95% compaction in THE FlRE HYDRANT, THE PERSON RESPONSIBLE
STANDARD CONCRETE shall conform to the a roved on STANDARD ASPHALT TRENCH BOTT PP backfill. site encroachment permit. REQUIREMENT; TRENCH BOTTOM DIMENSIONS & BACKFILLING Fit THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD FIRE HYDRANT
PAVEMENT PATCH DETAIL PAVEMENT PATCH DETAIL REQUIREMENTS FOR DUCTILE IRON THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE, J ~ N ~ Q INSTALLATION DETAIL ~o~ y z
DWG, N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS VISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE I
RRH -31-0 11-1-9 W-1 - - W-2 RRH - 1- W-3 . . A... 3 00 3-1-87 RRH -31-0 W-4 ABB 4-6-04 L r ~ ~ • - - ABB -15-0 ~ i -°o,~j Q
oa ao ~ U
W ~
~ o
THRUST COLLAR • ST COLLAR ~ ~ ~ ~ ~ Z
„C» Z = ~ rn o ~ ~
U ~~N WN ~ O
m ~O_I p
- ~ ~-kv ~o~~ a
~ wZO: O ~Q~
H I p~~ ~ ~
w ~ W~ o y W }
Q
5" STORZ NOZZLE w Z ..•a,;•a, ~ ~ Q ~ ~
11„ Q ~ q . a ~ • Q. ~ 0] U' 00 ~ ~ Z ~ ~ ~ ~ 0
„ 1 9 16 OPERATION NUT $
32
"X" BAR UNDIST 3.325' o0 0 UNDISTURBED SOIL 4 • ••v W Y
•°w. 0 Do 0 0 0 0 °p o ° oo ~ ~ ~ ~
18 3.181 . + . » t ,rl , • •w , ebb • Q o oy .
° ~ O° 0 h ~ S • . r ~ O ~ N O ~ (7!
3.070" • °d LL
GROUND LINE / ;:c + ow :d;.1
2500' n. :i oa
2 ~ NOZZLE. W/ .:t• is ~ .;.t. C~ Q M
STANDARD . • ; 5/16
.u.+ . w,+ Q o0° RALEIGH THREADS I .,,..,ti , t;.,~°;~•: f;., .~0
SEE DETAIL W-6 ' 15/16' k. •~~w~r.e. " .t• ~ ~ Q
F 3" MIN.
Y" BAR CLEARANCE 3AR 3" MIN. c~ ~ U "g" CLEARANCE ~ Q ?w
6 THREADS to w,
PER INCH REINFORCING REQUIREMENTS I.o. PIPE but sae "x• sr~ t~acitt •z' eur xElalr 'r BA REQUIREMENTS O ~ ~ ~ N au, rIEIGf,T "Y' eut tFNOTH 'Y BM MEMeHT N0. REWIRED O
s' - ~s" Is Y-Y+ o.o. PIPE t.043 u~s/rr 43 t85/Ff 1'-i' 1.1 LBS. EAGN X-24, Y-12 ~ W ~ `47
as' ~ ~ s-o•+ aD. PB+E ~.so~ uis/rr 02 t85/fT 1'-3" 1,9 LBS. FAW X-24, Y-12 L ~ (v rQ Q o
THRUST COLLAR AND THRUST SCHEDULE !ST SCHEDULE N
I.D. PIPE 'A' 'B' 'C-8'-18". ~"-24' 'C-6'-18". ~"-24', 30"-38", 48" ' ~ o • 0 0' ~ ~
6" - 36" I•-4' r-Y 2' 3' 6'
48' @ grouter 1'-8' Y-9'
NOTES:
. < • V • •Q ~ DRAkM BY
2 1 2" OUTLET THREADS SEE STANDARD DETAIL W-9 FOR THRUST BLOB( LOCATIONS. ~ATIONS. APR
2. CONCRETE SHAD. BE 3000 PSI AND TRANSIT IikET). CHECKED 8Y
3. REINFORgNG BARS SHALL BE DEFORIrfED AND TIED TOGETI~R. RH
4. TRENCH 80TT011 IWDTH IN VIgNITY OF THRUST BLOCK INSTALLATION SM~ AS SHOWN ON STANDARD DETAIL W-3. K INSTALLA110N SMALL 8E THE MMI~JM WIDTH DAIS
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH 7-21-11
5. BACKFILL TAMPED IN 8 LIFTS PER DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES STANDARD DETA~. W-3. DEPART" DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES SCALE
STANDARD FIRE HYDRANT WITH HYDRANT OPERATING NUT AND s• ~.u u oNCOewont ~o~s ALa~G ~iH THRUST „ „ EDGES OF COILAR AROUND dRCU11FERENd:. FOR ~ THRUST BLOCKING DESIGN DATA STANDARD THRUST BLOCK INSTALLATION AS SHOWN
5 STORZ PUMPER NOZZLE 2 1 2 OUTLET THREADS FOR WATER MAINS FOR VALVES AND DEAD END MAINS ~
DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS :VISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE 10-032
ABB 7- 1-0 -1-87 A.B.B -13-0 RRH W- 5 - - W- 6 RRH - - W- ~ RRH 3 31 0 31 0 RRH -21-00 W_8 Y.C.A. -12-9 D,W,C. 9-7-99 ~ ~ 6-92 RH 3-31-0 10-032-DET-WAT
PLOT DATE
7-21-11
SHEET
24 HOUR CONTACT
WILLIAMi HAMRICK
770-474-4345 U•9
OF SHEETS

REYISONS BY
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BEN DS REACTION BEARING AREAS FOR HORIZOP
BASED ON TEST PRESSURE OF 200 P.S.I. BASED ON )R HORIZONTAL WATER PIPE BENDS °
TEST PRESSURE a ~d" .~l ALL AREAS GIVEN IN SQUARE FEEL .ST PRESSURE OF 200 P.S.1. ~ cn °'.a;~''o: ~ O , v .°.a
a ~ ALL AREAS CdVEN IN SQUAI - a ~ EAS CdVEN IN SQUARE FEET. ~ ~ a,. o ' 'a
4 ~ ~ ~O O Op Z
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o ,p ; . • , ~ ° 22 1/~' 35,305 9 18 22 5 ° - •o .•.o.v..\o 45 4,328 2 3 3 1 1 2 5 1 ° 5 5 . 9 36 4 "a° ~ Q Z z OF THE ENgNEER AND I~AY '
D v ~ 45 69,252 18 35 42 9 ~ - p,", • r..^.. 90° 7 996 \ ~ ~ Q ~ ~ NOT ~ USED~OR REPRO~ICED 9 9 t 8 70 7 a z z? J~ INTHOUT HIS NRITiEN PE>~iIS~ON
o° - o• ,.;Q• a: a p 2 4 5 1 1 2 8 1 90° 127,936 32 64 77 16 1 16 16 32 128 13 Q z a W o ° w Q Q
z PLUG 5,655 2 3 4 1 1 6 ° ~ W 2 1 PLUG 90,478 23 46 55 12 1 ~ 3 ~ a ~ ~ a o ~ ~
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~ .a~ 221/ 55,163 14 28 34 7 ; 7 7 14 56 6 LL Y ~ N o W= l m
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m 14,215 4 8 9 2 2 4 15 ° 2 90 199,900 50 100 120 25 2 I 25 25 50 200 20 ~ m ~ ~ ~ w ~ ~ ~ ~ ~ m ~ m m ~ ~
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~ Q ~ o Y¢ N 90° 31,983 8 16 19 4 4 $ o a ~ ~ ~ o ~ N 32 4 90 287,855 72 144 172 36 3 eao O Q~ Q~ W Z J W F- ~rnW 36 36 72 288 29 o Q = ~ ~ ~ b o ~
z % ~ Z g m~ o~ PLUG 22,619 6 12 14 3 3 O ~ ~ a ~ ~ ~ 6 23 3 PLUG
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W ~ PLUG 40,213 10 21 25 5 5 10 41 5 ~ PLUG 361,911 91 181 217. 46 4E
- 4 CITY OF RALEIGH REACTION BEARIN 46 46 91 362 37 Q a ~ ~ J
" ~ G AREAS ARE IN SQUARE FEET CITY OF RALEIGH REACTION BEARING AREAS ARE IN SQUARE FE T MEASURED IN A VER1iCAL PLANE IN THE E - 4, DEPARTMENT OF PUBLIC UTILITIES MEASURED IN A VERTICAL PLANE IN THE 9 ~ ? . TRENCH SIDE AT AN ANGLE OF 90 °TO THE THRUST DEPARTMENT OF PUBLIC UTILITIES CITY OF RALEIGH ~ o ~ ~ ~
- :d, ? VECTOR TRENCH SIDE AT AN ANGLE OF 90 °TO 1HE 1HRUST DEPA z wQ CITY OF RALEIGH ~ o sW DEPARTMENT OF PUBLIC UTILITIES u~i ~ =I-QZ .e . z DEPARTMENT OF PUBLIC UTILITIES ~
~ ° ~ THRUST BL VECTOR' STANDARD THRUST BLOCKING VIEWS usE s" - 90° BEND VALUE FOR HYDRANTS FOR OCKING DESIGN
- O USE 6" - 90° BEND VALUE FOR THRU _ a oq. ~ v ADDITIONAL SAFETY FACTOR. HYDRANTS FOR THRUST BLOCKING DESIGN ~ W WOWJ °+'A'~"` ~ wa"'" ~ ~7Q'U' •~'ad..Q'~' STANDARD VERTICAL BEND
" y QUANTITY TABLE ADD1110NAL SAFETY FACTOR. DWG. NO. REVISIONS DATE REVISIONS DATE QUAD QUANTITY TABLE
-1- RRH DWG. N0. REVISIONS DATE REVISIONS DATE W_ g 7 -31-0 W C -23-g DWG. N0. REVISIONS REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE U O
D.W.C. 9-7- 9 W-10 D.W.C. W-11 D.W.C. -23-9 W-12 ABB 4-6-0 J M N r`Ii Q j
-t~o~ ~w Z 1
~ oM~' Y~ O 3
POTABLE WATER REUSE WATER ~a~~ Q
CENTERLINE OF APPROVED METHOD FOR EXTENSION OF VALVE 80X NOTE: 2'x 2'x 6° CONCRETE v D. ~ O ~ U n PAD REQUIRED ON ALL VALVES. r
MAIN & MARKER CENTERLINE OF GATE/TAPPING VALVE NO PRECAST CONCRETE DOUGHNUT ALLOWED. C ~ ~
MAIN & MARKER • a o o~ ~ O
R A q v• ,p J L Z
L L E v. SEE STANDARD W-18 ~o ' D ~ N ~ ° ~ _ FOR COVER DETAILS. •a ' ~ ' . rn o
ATER " • ' ° 2' W N ~ W
4'-6" H PLASTIC H ~ .4 ~ a GATE VALVE 1~ MARKER 4'_6^ PLASTIC :.1; ~ ~ ~ _
A E 0 0 0 MARKER p° ~ . . . , 11` 6` • d ~ • ° a• ° o
•a ' • _ ' ° ° ° 3/4" ALL-THREAD THREAD . a : D.'P
4 ~ ~ ~ ~ ° STEEL ROD CU .0 Q. o a TEE ( T TO (CUT TO 6~` STANDARD VALVE BOX " ' V " • ~ ' ° ' O TOP SECTION TO BE ~-2 ~ DOMESTIC ~ t}-
TOP OF GRADE 'o ' ~ o • ' a ° a o o LENGTH) 80 LBS. HEAVY WEIGHT CASTING W U
TOP OF GRADE ~ ~ .1> v ~ ~6
2r-6n p ~ ~ 1 12" HOLE a L.~ p C~ PAVEMENT ~ ~
FILLED WITH 2 -6 12" HOLE " 6.::...: . ~ ^Z^
Cam' CONCRETE FILLED WITH TOP VIEW _ - e VALVE BOX o O
CONCRETE ~p - F , .y~.q. COVER ~ a:d ~ U W
. C
VALVE 0 Q .e ~ W ~
3000 PSI SOLID CONCRETE .d ~ „/'d 1'-0" M.J. NIPPLE ,a.. o..o'. ~ NIPPLE ~ a ~ BOX ~ ri
SHALL BE USED AS FOOTING FOR )S (MIN.) .~~a• USE 5" SOIL PIPE • z
DU TI WITH GLANDS (MIN.) C LE IRON PIPE. FOR EXTENSIONS Q ~ cn
SEE W-10 AND VALVE MAY BE BOLTED BE BOLTED - TAMP/ ~ '
VALVE DIRECTLY TO TEE. TEE. SEE W 10 AND W 11 FOR ED ; ~ O
FLANGE W-11 FOR REACTION BLOCKING BACKFILL~' '
M.J. FITTING REACTION BLOCKING a CONCRETE AREA. CONCRETE AREA. 1 m W O
. ROD REQUIREMENTS
A ,p. - ~ ~ E%IS NG BRANCH SIZE N0. OF ROC NO. OF RODS , , ~ ~ O Q
WATER MAIN REUSE , ..Q ' .o
WATER MAIN " ° - ' • 'Q. ° ° 4" 2 to °
NOTES ~ . • v'P M N 2 2 WATER AIVE ~ U
1. POTABLE WATER MARKER TO BE BLUE IN COLOR. ' b D 12" 'd"' .a 4 4 0 0 ~ w/„ o 4 MAIN Syr ~ N
2. POTABLE WATER MARKER TO BE LABELED v: • ° ° 16 6 STAB-IN C.I. OR ~ ~ ' ~ 1i
n, ~ 24° 6 "RALEIGH WATER". 6 D.I. PIPE GASKET BACKFIDL ~ W ~ ~
TAPPING SLEEVE 30' g N 5" 8 Q ~ N
3. REUSE WATER MARKER TO BE PURPLE IN COLOR. 36" 8 8 5 t/2"-5 5/8" )~VE 80X NOT TO CONTACT WATER MAIN J
4. REUSE WATER MARKER TO BE LABELED NOTES: SIDE VIEW 2) ALL TRAFFlC CASTINGS MUST BE CLASS 35 3 3 J
"RALEIGH REUSE WATER". 1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT C ~E 3/4" HOT DIPPED GALVANIZED. ~ 3) FOR ANY VALVES OVER 10' DEEP, A VALVE
5. TO BE SPACED EVERY 300 FEET ON EACH N 2. SEE STANDARD THRUST BLOCK, TABLES W-10 I OTES: ABIES W-10 AND W-11 FOR CONCRETE. S1EM EXTENSION MusT aE usED To eRINC ro
SIDE OF ROADWAY OR TRENCH. 1. CONCRETE SHALL NOT CONTACT 3. CONCRETE SHALL NOT CONTACT BOLTS OR END'. A DEPTH OF NO MORE THAN 5'. 30LTS OR ENDS OF MECHANICAL FITTINGS. STANDARD VALVE BOX ~S TAL VALVE BOX WEIGFIT: MINIMUM OF B5 QRA~ BY
5. MARKERS TO BE ROUND AND 4" IN DIAMETER BOLTS OR ENDS OF MECHANICAL 4. THIS RODDING REQUIREMENT DOES NOT APPLY 1 NOT APPLY TO FIRE HYDRANTS. /BOTTOM SECTION qpR
CITY OF RALEIGH JOINT FITTINGS,
2. SEE STANDARD REACTION BLOCK CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT CHEq(ED BY CITY OF RALEIGH CITY OF RALEIGH RH
TABLES, W-10 AND W-11 FOR OF PUBLIC UTILITIES DEPAR DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DATE
STANDARD MAIN & VALVE MARKERS AREA OF CONCRETE RE UIRE . FOR POTABLE & REUSE WATER Q D 4 - 24 STANDARD TAPPING
RESTRAINED IN EASEMENTS SLEEVE AND VA RESTRAINED TEE AND VALVE INSTALLATION 6 ~/e"_8. VALVE BOX INSTALLATION 7-21-~~
LVE ASSEMBLY ON DEAD LIP DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISI ONS DATE REVISIONS DATE DWG. N0. REVISIONS ON DEAD LINES (4'-24") ~ 5 s-s t 2 AND EXTENSION DETAIL
W-13 _ - RRH -31-0 -1- 7 D.W.C. D.W.C. 9 7-9 W-14 -7- Y.C.A. tEVISIONS DATE REVISIONS DATE to t/a"-tt" DWG. N0. REVISIONS DATE REVISIONS DATE AS SHOWN
Y.C.A. 2-31-9 RRH -31-0 W-15 .w.c. '.C.A. 2-31- RRH - 1-0 Y.C.A. 2-31- 1 RRH -31-0 JOB NO. .W.C. - -99 4-19-0 W-1 ~ D.W.C. 9-7-99 - 10-032
CAO f~E
10-032-DET-WAT
PLOT DATE
7-21-11
24 HOUR CONTACT SHEU
WILLIAM HAMRICK
770-474-4345 umlo
I OF SHEETS

REVISIONS BY
MANHOLE FRAME AND COVER m ~ W m 0 Z 4„ 37„ 4"
0 ~ ~ ~ J ~ Z Q
COVER 120 LBS. MINIMUM z ~ Q Q w Q W Sao = z ~
mJ (nom W ~N-~ ~ ~ Lifting Holes
CAST DATE Qo w ~ o w cn ~ W ~ O p~0] }OI- QWa ~ q w ~ Typ 4X ~ 3
W ~ 4~,
oQ rQ~ o QQ~ ~ mcnv~ Manufacturer o z~ W
z. ~ ~ - w ~
RMI 1 o E M AY Q R 0/D /YR F p Qa _o z .
4z Q G W ~ ~ Q 10" ~ : 27„
V pTE ~ Class 35 ~ ~ R ~ O D Q ~ W ~
U p d ~ ~
23 1/2" 21" ~ ~ W
n 0 w w ~ g
O ~ m ip ~
~ o > > " ~v w _ 4" j
» ~ ~ O W W F a
1 ~ 0 ~a 0 ~ W a o_ Q w sp o - o ACE ~ ~ N ~ z 0 1Peight: 1,4001bs. ~ TT1S DRAWWVG IS 1HE PROPERTY i
PLAN VIEW BOTTOM VIEW ~z Q ~ Typ Shape OF THE ENgNEER AND t~AY
N> w w Doghouse NOT ~ USED~gt REPRODUCED
OQ Q ~ 7 O R (9 x I- Q ~ CB-SO-5 Cast Iron WITHOUT EfS WRITTEN PERt~IS~ON I ~ Frame And Cover
2 3 4" w o ~ / ww z Drop Handle Brought to Grade
~a ~ z N F.G. „ by Contractor 12" -TOP OF YALVE ~
ul - o w w -p ~ 24 TO FDi1SH GRADE ~~N "~"'~(n,,,
„ 2 '<r z
25 1 /16" ~ = p ~ r ~ Q J ~ ~ ~,A,~ ~ a 8f1 ~ UQ ..5.
----33 11/16" I 1 z ~ m o ~ a o:
o. w W o w Q ' ` ~ ~ AL
a ~ o-Ow w > 4. Z N ~ W 26~ 11065
~r r " 4. Jw0)w ~ ~ 4 7 i/2 z2 o z w~, o - a w 10" 1P X 12" H ~ m ~ amp DOGHOUSE ~i~
~Z(~ ~ ~ ~ ~ ~ ~ Z
W ~ en~1 sTar ~ iuunm
Note 1 - "Water" Lettering must be t" 1' 25 15 16" Raised (Recessed Fluff) / ` a ~ NOTES \6" OF 67 STONE w #
Note 2 -Valve Cover shall be domestk;ally 33 1 /4" 5 7 " cast. ~ ~ ? DIMENSION "A" N "
Note 3 -Cover must have o m~kntsn Z 1. METER AS MANUFACTURED BY ~ m Z ~ SENSUS OR NEPTUNE. 1 METER 13 ~ m ° = 8~
weight of 25 pounds. LAGSHIELDS MAY ONLY BE USED 5/$"X3" LAGSHIELD IN HOLE o Note 4 -Cover must be class 35 or IN ROADWAY APPLICATIONS. DRILLED INTO CONE OR ~ ~ ~ 2. BACKFILL TAMPID IN 6" LIFTS. N o ~ ~
SECTION VIEW greater. NOTES N J w 3. REINFORCEMENT: ~4 ®6" OCE11 ~ ~ ~ o ~ ,
Note 5 -Cover must meet or exceed RING WITH ANCHOR SUNK TO AASHTO H-20 load requirema~ts. DESIGN DEPTH, AND 5/8"X3" ~ 3 a ~ 4. CONCRETE: 4,000 PSI ®28 DAYS ~ m ~ " ~ W
1) ALL MANHOLE FRAMES SHALL BE HOT DIPPED GALVANIZED ° z BE DOMESTICALLY CAST LAG BOLT AND WASHER. cn Y ~ w z ~ N 5. ALL RPZ BACKFLOIP PREVENTION G ~ O = ~ DEVICES MUST BE INSTALLED PRIOR TO ~ ~ ~ M~
2> FRAME SHALL BE A MINIMUM o o ~ ~ METER BEING SET. m
WEIGHT OF 182 LBS, w m m w CITY OF RALEIGH 3) COVER SHALL WEIGH A CITY OF RALEIGH m o ~ O ° 8) ALL COPPER SETTERS ARE TO HAVE ~ O CITY OF RALEIGH CITY OF RALEIGH a', ~ ~
DEPARTMENT OF PUBLIC UTILITIES MIN, OF 120 LBS. DEPARTMENT OF PUBLIC UTILITIES > ~ z DEPART A BALL TYPE SHUT OFF VALVE ON ~ a 8 . DEPARTMENT OF PUBUC UTILITIES BOTH SIDES OF COPPER SETTER TIITH DEPARTMENT OF PUBLIC UTILITIES O Iq ly ~ W x
4) MANHOLES WITHIN PAVED ~ Q ~ o »
~ ~ TYPICAL 6 5 1 /4" Valve Box Drop Lid SURFACES SHALL BE = o. „ STANDARD MANHOLE COVER o z YPICAL 6"- 10" FIRE SERVICE HIGH RISE BYPASS THAT IS TYPICAL 1 1 2"- 2" WATER MANUFACTURED BY FORD, MUEI,~R, 0 ~ .L .
4 Skirt CONSTRUCTED IN ACCORDANCE o' > AND DOME .ND DOMESTIC METER W BYPASS AY McDONALD. (NO ExCEPTioxs) METER BOX INSTALLATION
R VI I N R VI A WITH S-29. . N .REVISIONS DATE REVISIONS DATE a°'. ~ DWG. N0. REVISIONS DWG. N0. E S O S DATE E SIONS D TE DWG 0 Q a EVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE ° s~
W-18 ABB -12-0 W_20 A,BrB. 4-8-04 W_30 A.. . Y.C.A. W-a a.. A... 8-31-0 D.W.C. - - W-31 A.B.B. 8-17-0 ~ ° C. A. 12-31-9
JON.} Q
~ ~ J ~ ?w Z
0 z 0 a L o ~ Y+ O
J_ 7 j b~ b- ~i0`t ~ Q m "J ~ °z i~~0 ~ U
n m 8'-g>, w oa o~
ww 0 . z ? OI m rn~ r =
72" x ~ ~ ~ Z u;s a ~ ~ ° m ~ aim o tarn
am ~ z°<~ " w ~ = g w h w~ O Z H Z ~ mJ~ ~ Z
ww J yiYU Z~ WQ 0 o Z J ~ g~ #3 TEST COCK #4 TEST COCK v1 m ~ _ .
2O ¢ ~~U lC U> JW o as jw r=- ~cc~~ ~ NO >V1J n~ LL ~ xm ~ ~ o ° ~ ~ / UI
0~ 3 WpZQ WN Z4 ~ > n u n N W w ZaOp N Qj Qp0 3& xU~ mo o Q
14 ALUMINUM LID 4$ 14 4'-6 W o ~ o ~ r ~ o ~ o o ~ a CURB & N~z a ~~~a W~a JQ 03 ~w ~ ~ ~
AN APPR PRIA ~ w~ > w= U a z o a GUTTER METER D 0 TE ~ _ a ~ ~ w ~ ~ . „ ?~~r w ~-wm~ zma mo rcW ~ ~
20 BACKFLOW ASSEMBLY ~ 4~ Q Q Q~ W a~ W o o t~ nao 3 v~~Uo ~.,a ~ ~ ~ ~ ~ FLOW FL~-OW ~
TEE/ ~I ~ ~ ~
6 IRRIGATION a o ~ W~
Weight: 0 3 SPLIT tl~ W
Top: 10,800 lbs Halliday S2R7246 ~ ~ p r•" Bottom: 8,700 lbs Access Door or Equal c DOMESTIC p. J z
Isfters With Slamlock ° .a'~ ~ z a #1 TEST COCK #2 TEST COCK 4 ~ O
Cast In Top ~ LINE ,a. ~ o ~
6,. • a•. ~ ~ ma Sc~ ~ W a•. Z W ~ Z W WY
~ -
IRRIGATION LINE d a. ~ m ~Z Ws ~ 3 a ~ Z o a ~ W 1. SHUT-OFF VALVES, CHECK VALVES, AND TEST COCKS SHALL BE STANDARD ~
i 36" D- ~ ~ < m ~ TO THE APPROVED BACKFLOW ASSEMBLY. Z li a
.a
7'-0" NEW CURB STOP R •e IN VALVE BOX . a. a; ~ ~ ~ ~ Z 2. ALL ASSEMBLIES TO BE SUPPORTED BY A CRADLE. 0
1-1/4°e Butgi Rubber IF APPLICABLE NEW METER AND ~ ) • ~ O
Sealant In Joint APPROPRIATE BACKFLOW ASSEMBLY hitters zao ® = Q ~ ~ 3. ENCLOSURE FOUNDATIONS SHALL BE CONSTRUCTED OF 4" OF CONCRETE OR 6'
® ° ~ OF STONE. m ~
x 3 ~ Z 4. ASSEMBLIES MUST BE ON CURRENT APPROVAL LIST, ~ W ~
rr n !Y M 14Wx18H ~ 3 mo a a
Doghouse ; ~ w U y~ ' ~ 5. 2 1/2" AND LARGER ASSEMBLIES SHALL BE FUSION BONDED EPOXY COATED ~ O Q
~7}~ aS = ~ O I m N 0 wa ; ~ a a INCLUDING SHUTOFF VALVES. ~'I/w~ w 3 ~ ~ F U
~ w W ~ ~ ~ ~ ~ ~ ~
Y ~a W (U Z ~ ~
m NOTES: " ~ o DD ~ N
1) REINFORCEMENT: #4 ®6 OCEW 3 oW W W ~
2) CONCRETE: 4,000 PSI ®28 DAYS Q ± a W ~ I- a ,vy~d ~ m ~ ~ N
3) 6" OF #67 STONE SHALL BE PLACED IN BOTTOM OF VAULT ~ cna 4 METER FLANGE SHALL BE PLACED 49 "BELOW FINISHED GRADE 0 ~ a q 0:o Q ..n.. ~
o ~o N
w ~ C W O ~ ~ J
W W p-' Qe U W
CITY OF RALEIGH CITY OF RALEIGH ~ o Z CITY OF RALEIGH CITY OF RALEIGH
4 DEPARTMENT OF PUBLIC UTILITES DEPARTMENT OF PUBLIC UTILITIES d ~ DEPAR~ DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES INtAWN BY
TYPICAL 6" THRU 10" WATER IRRIGATION TAP ON W TYPICAL TYPICAL FIRE MAIN DOUBLE STANDARD DOUBLE CHECK APR CHECKED BY
METER VAULT NEW AND EXISTING SERVICES ~ DETECTOR )ETECTOR CHECK VALVE ASSEMBLY VALVE ASSEMBLY RH
DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS ;I=VISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE GATE
A.B.B. -26-0 Y.C.A. 2-31- ABB -1 - Y.C.A. W-33 W-35 W-37 Y.C.A. RRH -31-0 .C,A. 2-31- 1D.W.C. 1-3-99 3-1-87 RRH s-3~-o0 .C.A. 6-92 ABB 0-4-0 W-38 o.w.c. ,z-ss-s A.B.. -13-0 7-21-11
SCALE
AS SHOWN
~B N0.
10-032
CAO FEE
10-032-DET-WAT
PLOT DAIS
7-21-11
SHEET
24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4345 umll
L OF SHEETTS
3

(~UI~ONS BY
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~v i NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE f / ~ a>sY 8" P kVV MAY w:33+.6' 8' DIP tTx 80X / ~ L kVtl aUT:J723' 8• PV>; / / / j ~ ~ ^ ~ ~D ~ 1 X6' BO% CIAVFRT UILT glV:327.3 B„A~ / / O O ; 0
BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND / 1 1
LUMINAIRE DIRT DEPRECIATION. FOR INII1AL FOOTCANp,~,ES. DIVIDE THE READINGS BELOW BY .72. ~
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LIGHTING DESIGN TOLERANCE PROPRIETARY~CONFIDENTIAL RALEIGH NC APR
The calculated footcandle light levels in this lighting design ore predicted values and This I This document together with the concepts and designs presented herein, presented as an SITE LIGHTING PLAN CHECKED BY
are based on specific information that has been supplied to Progress Energy. Any Customer approval Date instru inaccuracies m the supplied information, differences in luminaire instaiiation, lighted purpo instrument of service, is the sole property of Progress Energy, and is intended only for the speciAc PGN LIGHTNG SOLUTIONS GARDLINAS purpose and prospective client os stated in the title Mode of this drawing. Any use, copying, DeSlgtletl f)y Rf•I '
area geometry including elevation differences, reflective properties of surrounding repro) repro~ction or disclosure of the drawing, design or any information contained herein by the R2VI8WeCl by T. FerCJU50tl SCq~e ~ = JQ~ DATE prospective customer or other entities, rceduding without limitation, architects, engineers, w
surfxes, obstructions (foliage or otherwise) in the lighted area, or lighting from PAP sources other than listed in this design may produce different results from the DISTANCE CALIBRATION t INCHES? equip) equipment manufacturers (s h~~y expressly proh(bited and shall not be permitted absent prior Date 06/22/2011 Size Arch D ~-21-11
predicted values. Normal tolerances of voltage, lamp output, and ballast and writte luminaire manufacture w01 also affect results. 0 0.5 1.0 2.0 3, 0 a. o discla written calsent from, and payment of compensation to Progress Energy. Progress Energy disclawns any liability a responsiDaity for any unauthorized use of or reliance on this doament. DBSCI'Ip~lol~ ~iPS PO5~ „A„ flXtUr25
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REVISIONS BY
CONSTRUCTION SCHEDULE SEDIMENT & SEDIMENT & EROSION CONTROL NOTES PROJECT DESCRIPTION
BRI CRFEK A~ SEEDING SCHEDULE 1. Ground c 1. Ground cover sufficient to restrain erosion must be planted or Sellona Partnership, L.L.C. proposes to construct 232
1. Obtain plan approval and other applicable permits. ~ rovided wit provided within fourteen (14) calendar days. apartment units consisting of nine (9) buildings, aclub/pool, a
r SHOULDERS, SIDE DITCHES, SLOPES MAX. 3:1 P a 2. Flag the work limits and buffer areas for protection. detention facility and associated infrastructure. The site is
2 m TYPE PLANTING RATE DATE o ~ 2. Within fo 2. Within fourteen (14) calendar days, or completion of any 20.723 acres and is located between Northern Wake
~ o P~' TALL FESCUE 300 LBS./AC. AUG 15 - NOV 1 3. Hold reconstruction conference at least one week rior to hase of r Q Hq P P P 9 phase of grading, whichever period is shorter, slopes shall be Expressway and Sellona Street. Stormwater management BMP's
s sT. starting construction. Call 919-228-6461 to set up planted or ~ planted or otherwise provided with ground cover or structures will be constructed as part of the development.
Q TALL FESCUE 300 LBS./AC. NOV. 1 -MAR. 1 54o appointment. sufficient tc sufficient to restrain erosion.
ABRUZZI RYE 25 LBS./AC. NOV. 1 -MAR. 1
TALL FESCUE 300 LBS./AC. MAR 1 -APR 15 4. Install tree protection fencing and temporary sediment 3. All sedirr 3. All sediments & erosion control measures shall conform to SITE DESCRIPTION
ITE ~ fencin . guidelines fi ~ TALL FESCUE 125 LBS./AC. JUL 1 -AUG 15 9 guidelines for Land Disturbing Activities for the City of Raleigh
and the Noe and the North Carolina Erosion & Sediment Control Planning and The site has rolling to steep topography with slopes varying
~ BROWNTOP MILLET 35 LBS./AC. 5. Install tem orar ravel construction entrance exit. Design Mani o P Y9 ~ Design Manual, latest edition. from 3~ to 20%. The site is mostly wooded.
9o SORGHUM-SUDAN HYBRIDS 30 LBS. AC.
6. Install sediment basins as the first construction activit . 4. Inspect RALEIGH- Y Remove sed 4. Inspect silt fences at least once a week and after each rain. Remove sediment when sediment reaches 50~ of storage ADJACENT PROPERTY
DURHAM capacity. Repair or replace damaged fences as required. 1HS DRAWN~G IS THE PROPERTY
AIRPORT 7. Construct tem orar diversions. Install sediment tra s and capacity. F P Y P
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) vegetate disturbed areas. 5. Silt barri The site is bounded on the East side by Brier Creek on the ~ THE ENGINEER AND t~AY 5. Silt barriers to be placed at the toe of all cut or fill slopes. ~ NOT BE USED~OR REPRODUCED
LOCATION MAP scALE: 1" = 2000' TYPE PLANTING RATE DATE 8. Call 919-857-441 or 919-516- 0 for c nservation North side by Jameson at Brier Creek Apartments, and on the ~IOUT ~ ~
2 250 0 SEROSA LESPEDEZA SCARIFIED 50 LBS. AC. MAR 1 - ~JN 1 6. The cont 6. The contractor shall maintain all erosion control measures South and West sides by I-540.
( ) / inspection. until permai until permanent vegetation is established. SOILS
TALL FESCUE 120 LBS./AC. MAR 1 -APR 15 9. Complete site clearing.
7. The cont WEEPING LOVEGRASS 10 LBS./AC. MAR 1 - ~JN 30 7. The contractor shall maintain erosion control measures ,,,~~~```~`N cARO~;'~%,,
sufficient tc TALL FESCUE 120 LBS./AC. JUN 1 -SEP 1 10. Rough grade site, stockpile topsoil, construct channels, of construe sufficient to control sediment & erosion control during all stages Soils consist of mostly Chewcala Sandy Loam, 0 to 2 percent ,,.~°~,o Essi
install culverts and outlet rotection, and install sediment BROWNTOP MILLET 25 LBS./AC. P accomplish of construction. It is the contractors responsibility to slopes, Creedmoor Sandy Loam, 6 to 20 percent slopes, accomplish erosion control for all drainage patterns created at Granville Sandy Loam, 6 to 10 percent slopes, Mantachie Sandy _ _
fence as needed. Maintain diversions along top of fill slope various star various stages during construction. Loam, 0 to 2 percent slopes. and Mayodan Sandy Loam 6 to *
SORGHUM-SUDAN HYBRIDS 30 LBS./AC. dail . Y „ 15 percent slopes. Approximately 3" - 6" of topsoil exist on ~~s
SEROSA LESPEDEZA (UN-SCARIFED) 70 LBS./AC. SEP 1 -MAR 1 8. All "STD" 8. All STD numbers refer to the city of Raleigh Central site and will be stockpiled and reused for landscape berms.
TALL FESCUE 120 LBS. AC. SEP 1 -MAR 1 11. Finish the slopes around buildings as soon as rough En ineerin / 9 9 Engineering Department standard details. ~"'~~F PS~~''
grading is complete. Leave the surface slightly roughened and
ABRUZZI TYE 25 LBS. AC. NOV 1 -MAR 1 vegetate and mulch immediately. 9. On-site 9. On-site burial pits are not allowed. APPLICABLE EROSION AN SEDIMENT CONTROL PRACTICES
CONSULT EROSfaV CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR 12. Compete final grading for roads and parking and stabilize 10. An ra ADDITIONAL INFORMATION CONCERNING OTHER ALTERNAl1VES FOR VEGETATION y. g 10. Any grading beyond the denuded limits shown on the plan is LAND GRADING 6.02 „
OF DENUDED AREAS. 1HE ABOVE VEGETATIONREATES ARE THOSE WHICH DO with gravel. a violation ~ a violation of the City Erosion Control Ordinance and is subject TOPSOILING 6.04 ra ~d = ~ ~Z of ~
WELL UNDER LOCAL CONDITIONS. OTHER SEEDING RATE COMBINATIONS ARE to a fine. PossIBLE. 13. Complete final grading for buildings. to a fine. TREE PRESERVA110N 6.05 40.04 m m ~ ~
TEMPORARY GRAVEL CONSTRUCTION EXIT 6.06 40.21 ~ ~ o o <W
11. Grading TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED 14. Com lete final radin of rounds, to soil critical areas violation of 11. Grading without an approved erosion control plant is a TEMPORARY SEEDING 6.10 W ~ ~ ~ a G~ violation of the City Development Regulations and is subject to PERMANENT SEEDING 6.11 ~ ~
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW P g g g P ' a fine. SODDING 6.12 ~ ~ ~ ~ o~
OVER 12" IN HEIGHT BF~ORE MOWING, OTHERN9SE FESCUE MAY BE and permanently vegetate, landscape, and mulch. a fine. SHADED OUT.
15. Install rip-rap outlet protection at detention discharges. 12. All Rer TREES, SHRUBS, AND VINES 6.13 n p ° 12. All Remaining Ground Cover. MULCHING 6.14 ~ ~ C~ ~ ~
The contra The contractor shall install permanent ground cover, devices or RII'-RAP 6.15 ~ a °
16. All erosion and sediment control practices will be inspected structures structures sufficient to restrain erosion and retair sediment TEMPORARY DIVERSIONS 6.20 40.23 p ~ ~ ~ ~ Y
weekly and after rainfall events. Needed repairs will be made within bourn within boundaries of the site. Any portion of the site upon DIVERSION DIKE 6.22 40.34
immediately. which furtht which further land-disturbing activity is not being undertaken RIP-RAP CHANNELS 6.31 ~ o
shall be prc shall be provided with permanent ground cover sufi'tently to ~ ~ s~ LEVEL SPREADER 6.40 40.36 ~~so
SEEDBED PREPARATION 17. Call for conservation ins ection 890-3500 after site is restrain era P ~ ) restrain erasion within thirty (30) working days following OUTLET STABILIZATION STRUCTURE 6.41 W a
stabilized. If inspection is approved, remove all temporary completion completion of construction or one hundred twenty (120) calender FABRIC INLET PROTECTION 6.51 40.33
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL measures and install ermanent ve etation on the disturbed days, Which CONDITIONS, IF THEY OCCt~R. AFTER ALL ROUGH GRADING IS COMPLETED, TILL SOIL P g days, Whichever is shorter. BLOCK & GRAVEL INLET PROTECTION 6.52 40.32
AREAS TO BE SEEDED AND PLANTED TO A DEPTH OF FlVE INCHES. areas. TEMPORARY SEDIMENT TRAP 6.60 40.11, 40.12 U o ~ ~
13. Addition 2. REMOVE ALL LOOSE ROCKS, ROOT'S, DIRT CLODS, AND OTHER OBSTRUCTIONS LEAVING required by 13. Additional measures to control erosion & sediment ma be ~ o N ~ Q y SEDIMENT BASIN 6.61 40.14, 40.13 ~ M o M z re uired b are resentative of the Cit En ineerin De artment. ~M ~
GROUND SURFA^E SMOOTH AND UNIFORM. 18. Upon completion of all primary construction and land q y p y g g p SEDIMENT FENCE 6.62 40.02, 40.03 i -
revegetation the contractor shall be responsible for removal of 3. TO PREPARE UNIFORM SEEDBED, INCORPORATE AGRICULTURAL UME, FERTItJZER AND silt from ro osed detention features. 14. Any Ian• SKIMMER SEDIMENT BASIN 6.64 40.36 m 3 n ~ ~ 14. Any land disturbing activity greater than five (5) acres DUST CONTROL 6.84 v ~~f ~
SUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED. DISK NUTRIENTS INTO SOIL UNTIL P P PuLVEFtiZED requires cor requires compliance with all the conditions of the general permit PAM FLOCULENT APPLICATION a W =
to discharge storm water under the national pollutant discharge ~ ~
19. Call for final conservation ins ection at 919-857-4412 or to discharge 4. SEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR P 919-516-2500. elimination elimination system (Permit No. NCG010000}. Any permit ~ ~ ~ o
CULTIPACK. APPLY TEMPORARY SEEDING TO SOIL STOCKPILE AREAS THAT WILL BE noncom liar DISTURBED WITHIN 30 DAYS. APPLY PERMANENT SEEDING TO WHERE FINSH GRADES ARE P noncompliance is a violation of the clean water act and may ~ ~ ~ F z
ESTABUSNED. require enfc require enforcement action by the North Carolina Department of ~ ~ ~ _
Environment 5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT 400 GAL / contact RaU Environment, Health, and Natural Resources for questions o ° ~ c~
ACRE OR EMULSIFIED ALPHALT AT 300 GAL. /ACRE. contact Raleigh Regional Office Water Quality Staff at W Q
919-571-4'. 919-571-4700). o d. ~
6. MULCH ALL SEEDED AREAS NHr1TN SMALL GRAIN STRAW AT 90 LBS. / 1,000 S.F. AND SPREAD UNIFt~2MLY. GROUND SURFACE SHOULD BE VISIBLE TO ALLOW SUNLIGHT
PENETRATION. 0
24 HOUR Ci 24 HOUR CONTACT: WILLIAM HAMRICK [phone] 1~ ~
7. MULCH AROUND SHRUBBERY AND TREES WITH SHREDDED HARDWOOD TO A DEPTH OF 3 INCHES. W~
W
8. AFTER WORK IS COMPLETED AND AREAS ARE 5TABIlIZED, CALL EROSION CONTROL OFFlCER FOR SITE INSPECTION AND RECEIVE CERTIFICATE OF COMPLETION. REMOVE ALL TEMPORARY
EROSION CONTROL MEASURES, INSTALL RIP-RAP, AND SEED AND MULCH ANY REMAINING
BARE AREAS. ~ v o J ~
~W
4
I- W ~
~ fn I
J
Q ~
Y
F- W o
0 ZQ
v Oo
HW ?w U
Z N s} ~O
N
W~
o oc Q N
W
DRAWN BY
APR
CHECKED BY
RH
DATE
7-21-11
SCALE
AS SHOWN
JOB
10-032
CAD F~.E
10-032-DET-ERO PLOT DATE
7-21-11
SHEET
24 HOUR CONTACT EROm2
TOTAL DENUDED AREAi 13.027 ACRES WILLIAM HAMRICK
770-474-4346
OF SHEETS '

d REVI~ONS BY
t - . A ~ d ~ F~
SY~OLS FOR ~t0810N AND 81'I' ~ ~ t ,
CONTR. PRAC'I'1~8 ~ ` s ~
~ " ~ .
RALEItRI NORTH CAROLINA }
p , € ` - 9,,.. I rv ~ S i _ _ . , t ,
~ ~ / ' i ' . _ ~ - n Ai ~ w
a _ ,
j' i V ~ € q g
y 9UAFACE ~ . ~
- a _t
I ' ~ ~ ~ e ,
I ~ ~ ' ......CLEAR A~ t#RU8 F4R _ ~ ~ ~ t ' 9
TaPSOIIwo ' PHASE ~ ERG' F!'~A~TURES ~ , ~
~
~ , 1
( ~ i ~ ti ~ ~ 4 I { n 1
40.04 TREE PREBERVAiIOII t PROlEC110I1 ~ - f~ i , ~ ~ , r ~ i ~ e - ~
I ~ /
' ' ' ~ J t"1I ~ _ .-.1 - ~ ~ r - , ~ o ~ - - _ . ~u ~ I E THS DRAWNG IS THE PROPERTY
J r i _ - - F - - OF THE EN(~NEER AND i~AY
40.21 TEMP. GRAVEL OONST. ENTR/d0T _ ` ' ` ~ NOT 8E USFD~~ REPRODUCED ~x , . _ _ _ _ _ . _ _ r TES. ®RAVEL ~ONST. ~ WTi~UT ~s Ml~T1EN PER~ISSbN
! ¢ ~
R~I'~ER~J(i'
1EMPORARY SEEDNO r ~ . TS ~ STD. 40.Z - ~ ~ ~
- ~ ~ ~
, ~
PS PERIINJENT9EEDIi0 r ~ t , rte,, aA w CLSAR AND ©RUB f OR ` _
- r ~ r r, ~ J j` ~ e..._ m.- ` - S ~ d - r 9 - _ - _ ' ` ` - ~ _ . ~ - _
S ~ C ~ I ~ P n. , ' ~ ~ _ B ~ ~ ~ ~ I ; , - - _ _ _ _ - " " . - RHA$E.. (I ER0 fREATDRfS _ 1os5 _ _
I _ . , ~ ~ _ _ _ SEDIMENT TRAP N1 - ~ 3 f ; ~ - ENT TRAP *2 ? • _ - _ _ , w _ _ . ~
~ s~
GC ~ sHRUes, vNES ~ oc g I ~ , , ~ , , ~ r : STD. 40.11- _ I ~ r ~ ~ r t ~ ~ ~ ; ~ ~ STD. 40.1t= ? ,
. ~ ~ ~ f i ~ . r ~ - ~ -<~.x. p ~ w _ ,
~ ~ ~ , , . CLEARN AN~BRUB ~ - , M MlLGN10 ~ ~ ~ ~ ~ ° a ~ - G M . ~ ~
_ - ~ $E 11 Efl4 FREATU E _ - .
- , t - ~J t ~ _ ~ ~ _ Nm8 z _ lCl b 3 -
RPRAP ~ m .w m. w.. RR - ~ ~r - m _ u ? ~ _ _ ~ o
TEMPORA SIL'I~ Di"PCH ~ ~ ?a ~ ,~i v, _ ~ ~;-e~~,_ _ ~ ~ n
- _ .._m....~....i~ DS rEO. DuHE STABIJZATKN ~ 1. ~ ~ , STQ ..4054 - - _ . mid h ~n,, ~ s ~ ~ u° d \ ,
f _ , i ~ b ~ . x - 4 ~
r ~ ~ t r 40.23 TEMPORARY arER~ot~ ' ~ , , ~ t ~ ~ ` ~ Cpl RI o .
ti,~ ; ~ ; F - r
. - s r ~ ti P ~ _ D PERIIAIENT DIVER910HS ~ ~r,. t raC n A - ~ I ~ ~ ~m
$D 40.84 1EEPORARY SLT DITCH ~ f +
~ ~ ilA" t ~ ~ - - - of - / F - A rl-~ WB WOHt-OF-MM61Y oIVER91oN3 P _ - `SO ~ / O ~ H~WY ~ ' Q
- ~ _ ~ ; ~ J' ~ ` w w-
1 J/~ h _ W ~ I . s f v _ 1 st ~ a ~ r` ~ ~ ~ ~ S o ? S ~
1 ' a 3, w ~ a,,,
tss. 10.24 RPRAP-lJ1ED dWN*'LS ~ 1,, z - _ , ~ ; ~;c
P PAVED CHAMIELS . , - _ . ' = r - Y 7`
TEMPORARY SLOPE DRAMS ~ _ ~ r°°~. ^;h~r J~p~ ?w Z
. ~ Y+ N ~ O
11®E1 EM ` Ipd'J Sri (q I r„ . _ TEMP. BLOCK dI - L ° r QRA ~ ®`®t s ~ _ ~ Y o ~ H ~ c U
PAVED F1tIlE '..,c~ _ ~ ~.~3.. ; s~ ~ z ~ f3 o a y ~

" ~ w, - l'"' ~ ~r v~ iNd IN '"5 r ~ ~,p ~5.. ~ i%f , , ~ ~ _
LE;VEl FADER i1 v Y- F r+~j f' fi . . N~ ~ oJ~° ~ Z
,
/ , , OUTtPT STAEMLItATKN 91RIIC1tINE t ~d aj vN ~ ~
= ~ TEMPORARY SILT ..AND ~ f~ TREE PRE ERVAT~Oi~
.i. TREE PROT. FENC ~ ~ ~
TE?PP. E>ax o~P NLET PROtrcnoH ' ~ ~ 4 , ~ .0.05 y a
w .e . _ n . ~ y, m.
1 _ _ . ~ ~.ry ~q~' ~ p pi i~a ti+
40.33 TEMP. FABRIC oRaP NLET PROTEC110N ~ , ° _ _Q ~ ~ = W ~
_ _ _s d W
. - - , s ~ = F ~ _ ~ ~ ~
e ~ 40.32 1FIP. BLOCK Et GRAVEL NLET PROT. . ® • 1 ~ , SED~ENT TRAP CALCULATIONS ~
5~ . ? ~ t~
- - _ , . - a - - t t Total Area Dist Area Sediment Storage 3urfa~ Area ~ ~ ~ W
9oD DROP NIET PROtEDTIOI? ~ w1 ; ` g0 w Device (ac) {ac) Required (cuft) Required (sgft) ¢25 (cfs) y
} ~ _ W~ x Pond 1 4.95 4.95 17820 8818 20.27 ~ a Q
. - _ - ~ „ Paid 2 2.61 2.61 9396 4649 10.69 ~
40.12 tE>wPORARY 9EDNDit tRAP F s; w ~ e ~ Pond 3 2.64 2.64 9504 4703 10.81 ' a sJ m N
k,; ~ -
~~a ~ LEAR AND ~IRUB.. FOR ~ a z o°c ~ volume Total volume Total volume O
O 10.36,40.13,40.14 SEDNDIT BASH ~ ~ ~ ~ ' - Elev, Area {ft^3) Cft^3) volume (yd"3) (yd^3} W ~ Q ~
PH 11 ERO FREATURER 1 ,q ° Pond 1 ~ Z O
"0. 336 0 0 W ~ '
TFW fl11~\ ~i1~'1~1 BIM1~ 9~~ ~j 12(}0 44 0 tO~
TEM T DITCH _ _ 337 3600 1200 44 W V ~ Q
t~~k ~ " ''~w STD 40.84 , „w 9658 358 y ~ o
w~, /0.02,4oos,4o.3e BED6EEHT ~ ~M , , _ <Ia. 339 6175 1085$ 402 z ~ U
~ ` 7518 278 " Q N
la3>' Roar aw - . 340 X50 18376 681 Q ~ ~ o N
Volume Total volume Total Volume ~?w ~ ~
~ _u M ~ R 40.28 TEMPORARY STREAM gi08SN10 Elev. Area {sf) ^ ^ Volume (yd^3) ^ {ft 3) (ft 3} (yd 3) v/ J No
T ~ ~ ~ , .f Pond 2 Q J ~ N
. - 330 0 0 Q ~
p PE~uI1EHT strew cRassBa ~ . ° 1400 52 W a ~
"r. sr~~ N~ ~^ti t ~ : ~ 332 2100 1400 52
k 1 ` y V VEG. SIHEAIlANC STABNJiA110N ~Y 5354 198
w w 334 3300 6754 250 ~
$ stRLlc. SINEAMNAMI sTANLLrATlort ? ti, CEO-~ 4026 149 atAWN 8Y
o u 335 4800 10780 399 APR CHE(~(ED 8Y
.CRS. OONS1RUCBOII ROAD STAEEUrAnaH ~ ` ~,,~y volume Total volume Total Volume RH
D Elev, Area (af) volume {yd^3) {ft"3) (ft^3) tyd^3) DATE
~ SUBSUIB'ACE GRAN ? ? 1~`' CmA CHEWACLA SANDY LOAM 0 TO 2 0 TO 2 Pond 3 7-21-11
- - T~` PERCENT SLOPES FREQUENTLY Fl00DE[ :NTLY FLOODED 342 0 0 SCALE
aRAOE ~ r~:,3i CrC2 CREEDMOOR SANDY LOAM 6 TO 10 867 32
? PERCENT SLOPES MODERATELY ERODED . , 4TELYOE ODED ~ 1300 867 32 1" = 40'
4578 170 ~ N0. '
CrE CREEDMOOR SANDY LOAD, 10 TO 20 ~ ~ 4a1a afar D~ ~ PERCENT SLOPES 10 TO 20 346 3450 5444 202 10-032 '
Doer oaltaa. GrC GRANVILLE SANDY LOAM, 6 TO 10 4106 152 CAD FllE
? PERCENT SLOPES 6 TO 10 347 4800 9550 354 10-032-ERO-PH1
sAHD ~ (18HD ~ , PIOT DATE
MEeA LIANTACHIF SANDY I ~A~I. (l T~ 7 (l T~ 7 7_71_11
PERCENT SLOPES, RARELY FLOODED 'FLOODED GRAPHIC SCALE SHEET
i ry
MfC2 MAYODAN SANDY LOAM, 6 TO 10 PERCENT SLOPES, MODERATELY ERODED TO 10 24 HOUR CONTACT 4TELY ERODED +0 0 20 +o so leo
WILLIAM HAMRICK
MfD2 MAYODAN SANDY LOAM, 10 TO 15 PERCENT SLOPES, MODERATELY ERODED 0 TO 15 mmw~~:=km r!!!!~ EROm3 4TELY ERODED 770-474-4346
(W FEET )
1 inch = 40 it OF SHEETS

,.y RENSIONS 8Y
~ •
SEDIMENT TRAP CALCULATIONS
° ~ ~
Total Area Dist Area Sediment Storage Surface Area ~4 ~t
Device {aa) {ac) Required (cuft) Required (sgft) Q25 {cfs)
Paid 1 4.95 4.95 17820 $818 2027 ~
Pond 2 2.61 2.61 9396 4649 10.69 t i,. ~ ~ ~ ~
Pond 3 2.64 2.64 9504 4703 10.81 i
I
Volume Total Volume A Total Volume Elev. Area (af) A A Volume (yd 3) A +~,MM
{ft 3) (ft 3) {yd 3) '
Pa~d 1 336 0 0 - - ~
1200 44 j
337 3600 1200 44 - ~ ~ - I - ~ ,
9658 358 d ~ , -
• 339 6175 10858 402 y~ . ~ ~ ' r ~ ~ v_ ~ .
7518 278 ` .
340 8950 18376 6$1 ~ _ , r r~- TICS DRAWNJO IS THE PROPERTY ~ „ ~w,; ,
OF AY THE ENgN AN ~ ~ i ~ NOT BE U~D~OR REPRODU(~D
Volume Total Volume A Total Volume Elev. Area (sf) A ft^3 volume (yd 3) dA3 ~ {ft 3) t ) (y } . -._v s ~ ~ ~ T' _ ~ ~THOUT t~,S WRITTEN PERMISSION
i ; * ~ 1 -
Paid 2 ; ~ 330 0 0 ~
, 1400 52 r ~ } ` {rr~~rr
332 2100 1400 52 ~ ? i h
F 5354 19$ ~ ~ ~
334 3300 6754 250 S ~ d, ' ` - , .TEMPORARY $ L RITC ~ .T . ? , ~k
4026 149 ~ ~ s~.4~~ " " ~ . ~ ~ ~ ~ ~ . # ~ 4 ~ ~ ~ ~ ~ n ~~TD ~.40. ' - -
335 4800 10780 399 ~ . . _ F a ~ i , ~ ~'a. 1tO85 w
- s:. , „s _
Volume Total Volume A Total Volume ~ ~ _ Elev. Area (ef) Volume ( 3} ~ ' ~ 4~ {ft 3) (ft 3} (yd 3) ,
4 _ ~ t . ~ ,
Pond 3 ¦ ¦ ¦ ¦ TEMP. BLOCK A ORA ; - 342 0 0 ~ ~ - t_..f. - ~ , ~ _
. ,a,, °x.. ~ ~ ~ ~ 867 32 o y -
~ / jr ~ fry ~ TI ~ J r'`~,- i 'r.- .----,~'v. , _ - , 344 1300 867 32 Z
i , 4578 170 , ; , ~ ; y ' e i .
, 346 3450 5444 202 , , . , , ~ , . _
1 152 , / ,f ~ ~ _ 4 06 ° s~ ' ' ` `
347 4800 9550 354 . ~PORARY SST ,AND ~ i ~ is
. _ Q,,~
TREE PROT. FENC ~ ~ p ~ ~ ,i
©.OS ; r~ ~ Oa~`~ -a
_ o , ~ ~wr- ~ ~ J ~f"', t I~AR1fLT ~AN ~ ~ ~ ~a

,s,; - t ~ ~ ~1 r ' ~ , , R T~r'~,~tOt.; P NCB _ ~
S~ - - ~ j # ai 'L ~ ~ STD ~ i ~ an
4 - ~ . k .P~ "w,,. , , ( 5 r y . s '4 ~ o
3 ! - n.,, " ~ ` t f ` ~ Gc~
~Q~ '~LE;'D ` r W a a ~ ~YJ
- YY .m r . 9 ~ r „ ~ a~ .
~ ` HAS~`~Ir'E~RO~F~~ $ ~ pQ
~ n ~ . i - f. ' " ? 9 - s, e n^ i s ~ e / / JvN~ Q ~ ~ ~ ~ ~ ~'RESERVA~'ION ~ ~M ~ to
, . ~ ~ o L C
~ f. ~ ? ~ ' - ~
I w.~ '
LEAR AND QRtl~.FOR _ ~°.~.w~ ~.w..s,.. ~ . ? ~~,4y_ e~ oa °or U
_ _ ~ ~ ~ ~ ~ ~ a ~
PH II ERO FREATURES s _ ~ , t C C ~
~ ~ t ~ ~ w~" ~ ~ 0 J ~ Z ~ . i ~ ~
~ _ - TEM~OR~A~If ,T DITCH ^yn e+ - d
3 ~ ,r - O ~ ~NT~ 3 ENTER`/~X ~ ~ W ~ ~ W F
~ ' ~ . ~ LEAR AND OR ~a ~ C 3 STD 40.54 ~ ~ ~ ~ ~ S~1 StD. 4Q.2 ~ l~, . vi ~ d.
_ _ - ? PHASE RO ry p
_ , _ _
~ - R, ~ ? ~ ~ ~
,4 - 8ED~I~IENT TRAPS ~ ~ ~ { ` Z W U
? ~ _ _ m ~w
? ~ - ; ~ ~ Z
- ~ _ ~ - a 't„
- ,
a ~ = W . ~ zQ ~Y
. ~t tEMPORARY~ ILt DI"~CI~ `°4 ~ .....1 _ 0 J W Q
_ - - ~ ~
~.E ~~W, ~ - $ ~ x 8TD 40,.$4 ~a ~ H
~ ' Q J m =
u~ a i 4 O
w,~ ,113 v- - 51~+ k ~ E 1f { A I O
? a _ y . ~,a l s 4
~'.,~i ' w .r. _ _ . r ~ ~ ~
a a'`s., _ . 0.o 1 ~ ~t O
? ~ = ~ oa W~
- , - S 'o' ~ ~ ,g 3 h ~ Z ~ W
to 0 W
z d @~Nr:.
? ,z ,
- „ ~ k r °°w CLEAR AND,.,. DR1~B ~0 ~ Z ~ ~ N w,
F~ ~ t ~ ~ ~ - ~~°HASE~~~I~ ERb FREA~UR~$ ~ ~ W ~
i
„ ' - ~ O.1 ~ N
~ . ~ .
? ~ ` ~ ~ s, 4 ~ ~ .i,.. ~
CmA CHEWACLA SANDY LOAM, 0 TO 2 ~ A r
NT SLOPES FRE UENTLY FLOODED ~ 4""~ PERCE Q t . ~ ~ ~ ,4 , ,y ~
° ~i , ; - LL_ 3 € DRAWN 8Y
CrC2 CREEDMOOR SANDY LOAM, 6 TO 10 ~ ~ a , PERCENT SLOPES, MODERATELY ERODED ~ ` APR I p ~ ~ CHECKED 8Y
lw ~ ! ~ pr I
CrE CREEDMOOR SANDY LOAD, 10 TO 20 ~ w_ PERCENT SLOPES ~ LL ~ -q " r %r ~ ~ RH € ~ DATE
„ a a
GrC GRANVILLE SANDY LOAM, 6 TO 10 °~•P• ~ ~ ~ ` ~ , , PERCENT SLOPES ' ° 7-21-11 { ~ ~
~ - .r - SCALE r 4
MeA MANTACHIE SANDY LOAM, 0 TO 2 PERCENT SLOPES, RARELY FLOODED ' 1"=40' . - r .
- ~ m ~ , ~ _ JOB NO. z 10-032
MfC2 MAYODAN SANDY LOAM 6 TO 10 ~ .w .w ,
PERCENT SLOPES, MODERATELY ERODED ~ ~ ~ . MfD2 MAYODAN SANDY LOAM, 10 TO 15 ~ ~ u, s
~ 1 gym. ,y ....MU°.. ue r'` ~ ~I ~ t~AV ~ItL 10-032-ERO-PH1 _.w ~ ~ ~ PLOT DATE
PERCENT SLOPES, MODERATELY ERODED ~ ~ {
GRAPHIC SCALE 24 HOUR CONTACT SHEET s9
WILLIAM NAMRICK 9 7,
a o m w eo iw 10 oe~ F4
770-474-4546 .1.P. ERO=4
(IN FM ) 1 inch = 40 ft OF SHEETS

t, r ' ~Ews~oNS BY
- i -
NUTLET STABILIZATION , , , 8Y~0L8 FOR ~iOSl~l AID Ski' , , s
CONTROL PRACT~8 - P ,
. - STRUCTURE - 6.41 E~ E
p ~ RAL~i~i NORTH CAROLOIA , ~ ~ ;
i ~ I : .
y
6 y f i ~
~ - ~ - ~ l ' . ~ ~ ~ • _ - x , er .
p r ~ ~ _ if i - _ - i
StAiF'ADE ROUpE1MD ~ nr .
~ ~ y... 6i i
e' I l
~y~,,~,~ ) s q ' IVr.11.i.N ~ ( ' - 11 4
~ w ~ . t ~ ~ ~ , ,
~ { s ' SKI r SK~MER SEDIMENT ~
~ ~ ~ - ~ . _ , _ _ - -
10.04 iREE PIIESElVATA711 ! PROtEC11OH { , r j _ _ _ BASIN - STD. ~ 40.$8 ~ , `
~ d _ T ~E P SRRYATION ~ p ~ ~ ~ ~ ~ PAIRC FAIRC~OTH PVC... SKIMMER ;f ,
- TIN - X0.04 AND,PROTEC ~ ~ T~s DRaw~NC ~ THE PROP~tTY
- ~ g ~ CLEAk AND ®RUB _ . - . r ~ d ~ ~ n OR APPROVED EQUAL --SEE ~ ~ 1HE ENC~NEER AND MAY ~ ~ _ ~ NOT ~ USED~~t REPRODUCED
/EqT ~ yy r ~a 'IN.fI ~r DRAVEL DONST. E~ _ ~ ~ ' ~ s e _ - ~~HEET-ER0~12~F6R DETAILS.- - - ~ t~NOUt ~ws w~TtEEN ~N
l il ~ ~ ~ I IUSI tUSE 1.25.ORIFICEI - ~ ~ ~ ~ ~ ~ 3. ~ "
s . ~ ~ ~ ~ ~ f ~ ~ ~ TEMPORARY DIVERSION ~~.,~w ~ w ._...L-E1tEl:rv SPREADF.~°N1"" ~ j
g f~. ~ , - Ts?paRARr sEED~0 ~ J (~k '~,r ~ ~
DITCH STO. 40.25 } ~ ~ , cAR
n ~ .a M ~ .
PERMAtN~?!T SEEDNIO ~ I i f ~ 4 g ~ ~ , PS ~ . ~ ~ ,.r - - - TEMP.. BRAYEL' ~CONST. ~ ' ~ _ -
E ~ ~ _ w~ _ r - - & ~ ENTE~/E~(IT $TD.- 4821:.
i S N ~ ~ ~ ~ _ r - _ . _ ~ - nosy _ - -
r x I r ~ - _ ~ , ~ ~ , ~ - - - _ ~ 1 ~ _ _ %v - ~ „ . ~,~1
.y ~ w , i - wa.. - v~ ~,.~p
jl, ~ TREES, 31tR~S WES ~ OC i ~ i ~ GC r ti ~ : . ~ ~ ~ ,f i - _ _ - ~ _ - ~ prr - ~ .n, ~ _ r°'%?'I 1. NC;P, _ ~ ~ „„~~~~~~,P„
~ - ~ ~ ~ _ -m~_ , - yk .A
WICINNO J ~ 1 ~ 0-. o~ ~ ~ r~,~. _
~ ~ - - y ~ -BERM- ~O
C - - $EDEN F N ~ ~ v - ~ ~a.~ - - w / z - - - _ - b omg
1 7 i Y ~ ,.Y' ~ iM~NWW~I RR ~ - yµ A .i hw wn. mnn it . nn' J N _
rr_ c~ ~ ~ + 0 m -
r
5~} ~ - DS wn ou~E sTAesnAian f ~ ~ ~ i 4 ~ - , 4 ~ ; , ~ ~ _ ,
¢ = ~ ; ~ , _ . . , . BERG TD /a2s mpaRARY avERSa~s ~ , . - ~ ~ ~ w x is ~ ~ a - r . ~
y ~ s - o ~ ~f ~ ~ ~ W ~ ? 4
D PERNAIENT DIYER9O1lS a -~E , ~ $ ~ , ~ s , " , r ~ -I,~ ~ a~Pr
PD 10,34 orvE~ai o~ ~ . cP _ - p 4.95 y, / m ~ ~ ~ W x
f , D - WB RIf~111'-OF-V~1Y DIVEA9O11S - ~ - • J O 5 ~ r ry ~ , ~r )
D , o 'Yf
GL aRASS-ut~s auras ~ ~ ~ ~ t , . ~ ~ ~ a~ " a - . r ~ ~ a, q g 1 m J t r ) J )F I ~ 0 ~O
rt r ti~~ ~ , ~ c i F r n ~ {r 7 ~ 1 x.. W 0. Nv .t J`L !
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PAVED CHAtNQ.4 ~ C ~ _ _ _r _ .
1Et~PORARY .9.OPE DRAMS ti, - ~ a . ~ J~
i - ,M ,a , .,a c ! O ~
® m TE ~ TEMP.: T ~~;~TRSE ' ~P IMP. BLOCK .A 4RA _ - ® ~ o ~ Q
~ , ~ . PAYED FiallE cis - ~ ; ~ ~ ~ f ~ ~ ~ o a o
_ ~ ,rya , t: Ef 0 GIB . M f ~ r~r Q.rn~r ~ ~ ~ W
- - , yy r ~ c
_ > ~ sPREADER _ ; NVEL, ~ ' ~ ~
# ,w v ~
x / ! i 4_ ~ T OU1lET STANJLUIOR siRUCRIAE ~ « - a ~ o~ a
, , _ ~ . _ - , ; ~ , TREE PRE ERVATi~ ~ , .
~ , o a
. - ~ . AND PRO'~ECTION - , 1E11P. ERC. DROP NEr F1tOlEC11O11 „ ~ ~ _
; o
y RIP•RAP LINED CHANI+~L ^ . n ~rJ~~ q L ' I~-
1 ~ ~ e n ~n~~ t - , 10.33 'IEIP. FANIC DROP NET PROIECDaI °~-.R = W U
STD. 40.24
u:.::.;>::.:f... s~., , - s ~ ~ _ ._~W SEDIMENT TRAP CALCULATIONS ~ W
10.32 rDSP. DLOat a ORAVEt NEt PROT. _ _ , ,i = ~ ~ ~ Z - ~
-
i ? _ ? e ~ ~ , ~ 'total Area Dist Area Sediment $tora Surface Area
f. _ 1 ~ ~W soo DRDP N,Er PROtECnoN _ . . - ~ m" ~ Denice {ae) (ac) Required (cuft~ Required (sgft) Q25 (efs) Q ~ ~ Q
{ _ _ _ ' ? ,y Pond 1 4.95 4.95 17820 8818 20.27 ~ 0. W 3
? ; TEMP. DIVER 10 .M Pond 2 2.61 2.61 9396 4649 10.69
10.,2 1EIPORARY Sm1DlT 1RAP ~ ~ . Pond 3 2.64 2.64 9504 4703 10.81 Q J M
. DITCH STD ~~4~0:25
Z OC I- ~
~ ,G, ~ 10.36,40.13,10.14 SEDIENT DASH 4,. ~ _..t_.. _ Volume Total Volume Total Volume ~ Elgin. Area (sf) (ft^3) (ft^3) Volume (yd^3) (yd^3) W F ~ ~
~ 1 ~ - Pond 1 ~ z W
336 0 0 ~
10.36 SIOINiER SEDNDIT 8ASN1 7, "'t ~ ~ -M 1200 44 ~ ?O+
~ ? :h~l' 337 3600 1200 44 W V Q
- - 9658 358 y ~ W
10.0$10.03,10.36 9EDNM?IT FENCE ~ ° - 339 6175 10858 402 O ~ U Li
. ? FA 7518 278 340 8950 18376 681 ~ ~ ~ p
1037 ROCK DAY ` ~ , N
ti. OR I _
? _ _ . Elea Area (sf} Volume Total Volume Volume (yd^3) Total Volume ~ ~ ~ (ft^3) (ft^3) (yd^3) v~ J ~ N
T la2a miPORARY snow , ` a , r _ - ~ and 2 ~ O 4' o N
tUf 330 0 0
- p PERMANENT STREAhI 0R0s~N0 ; , _ . 1400 52 W ~ J
t ~ _ 332 2100 1400 52 x354 198
~ wa snR:AMeAwc srAESnAnON _ %k, ~ 334 3300 6754 250
N4~ yb~ ~ h v. .Y M. .ran, r . - _ ~4 _ - 4026 149 ~tAWN 8Y
$ S11RIC; S1AEN~6AtMf STABNJIA11ON ~ ? ' . 335 4600 10780 399 APR '
NNE M~ ~s .4 i g,- h'x~wy CHEi~(ED BY
.CRS. C0NSTRUC11ON ROAD STA81lZA'tION ~ ~ M Volume Total Volume yolu<ne (yd"3} Total Volume RH
~~D Area (ft^3) (ft"3} (yd 3}
~ SIIEiSiNiF'ACE DRAIN ? ? i~ Pond 3 DATE
CmA CHEWACLA SANDY LOAM, 0 TO 2 0 TO 2 342 0 0 7-21-11
- - PERCENT SLOPES, FREQUENTLY FLOODI 6RAOE sTAeKaAnai snsfcn~E F,N,i JENTLY FLOODED 867 32 3CAEE
CrC2 CREfDM00R SANDY LOAM, 6 TO 10 ? ' M, 6 TO 10 344 1300 867 32 1" = 40'
PERCENT SLOPES, MODERATELY ERODE ? RATELY ERODED 4578 170 JOB NO. 346 3450 5444 202
- CrE CREEDMOOR SANDY LOAD, 10 TO 20 ~ ~ 4o.~a alEac oAM , D, 10 TO 20 4106 152 10-032
PERCENT SLOPES 347 4800 9550 354 CAD ~
oust carnaa ? , X~ GrC GRANVILLE SANDY LOAM, 6 TO 10 6 TO 10 10-032-ERO-PH2
? TREE PRESERVATION PERCENT SLOPES sAw FENCE (NND FENCE) _ _ - _ PLOT DATE
~ a.w www~rrw•wrw~. ~w w ~ . - _ 7-21-11
MeA MAN IAGHit SANUT LUAM, U IV 'L l i wnv rnv i =%r v wn ' mpumu p
PERCENT SLOPES, RARELY FLOODED LY FLOODED GRAPHIC SCALE SHEET
? MfC2 MAYODAN SANDY LOAM 6 TO 10 6 TO 10 24 HOUR CONTACT
PERCENT SLOPES MODERATELY ERODE RATELY ERODED '0 ° 20 40 w t80
6v.r MfD2 MAYODAN SANDY LOAM, 10 TO 15 10 TO 15 WILLIAM HAMRICK ERO'S
? y:~ PERCENT SLOPES, MODERATELY ERODE RATELY ERODED 770-474-4346 IN FEET )
1 inch = 40 ft OF SHEETS

(VISIONS 8Y
SEDIMENT TRAP CALCULATIONS z % ~
. ~h. . ~
~ 4 ~ ~ ~
Total Area Dist Area Sediment Storage Surface Area 4
Device (acy {acj Required (tufty Required (sgfty Q25 {efsy _.w.~ I ~
Pond 1 4.95 4.95 17820 8818 20.27 ~ ~
Pond 2 2.61 2.61 9396 4649 10.69
Pond 3 2.64 2.64 9504 4703 10.81 ~
f - r . ~ ~ , `
_ _ _ Volume Total Volume ^ Total Volume
Elev. Area (sfy ^ ^ Volume {yd 3) ^ - " ~ (ft 3y (ft 3) {yd 3y i
Pond 1
336 0 0 ~ ,
_ - 1200 44 r _ , ~ iy ,
337 36~ 1200 44 ~ - ~
' 9658 358 ~ . .
,T 339 6175 10858 402 ~ ~ ur ~ r ~ x
~ ~ 7518 278 E ~ r~ 1 TICS DRAWNG IS THE PROPERTY
340 X50 18376 681 E / ~ -
~ °Y*,, ~ THE ENgNEER AND MAY . NOT ~ USED~~t REPRODUCED
Volume Total Volume Total Volume w . WIHOUT HS IN~TIEN PERMISSION
Elev. Area (sfy ^ ^ Volume {yd^3) ^ {ft 3y (ft 3y (yd 3y e
• ,:a~: . ? N TEMPORARY ~Iif~R ~ ION
Pond 2 ~ ~ ~ ,,,,,,,,,,,~„~,,,„C,,,,, Nc
330 o a 1 V r ~~DITCH ST .,TM E
14 ro , 00 52 ~ , ~ rr l s af' - G
332 2100 1400 52 t~ . a ~ w~ .,y w ~ I ~ ~~rv ,r I ~i~ u
5354 198 a mo, 7t _ _ n l r ~ "a^ sir III w„
334 3300 6754 250 : _ _ _ ~ 4. ~ G~"
4026 149 ~ ~ ,.W_ . _ ° m.~,
335 4800 10780 399 340 ~ ~ _ N , ~ ~ ~~r~ P~'~~;~'` ~ NG
- TEMP. BLOCK & ®RA1~ _ ~ ~ o ~ m ¦ ; _ 1 ~ ~~,~,rt6ui o~ou
Volume Total Volume V 1 ^ Total Volume ^ . ~ d Elev . Area (sf) ^ o ume (yd 3) ^ , F ~ - s 4~ i
ft sy {ft 3 d 3 • ~~`'OTE TION y a m e r / r" ~ ~ ~ ~ ~ N *d'
Pond 3 !~~s - ~ ~ ~ e . ~ „ _ F , M
w . ~u 342 0 0 k `k`y/ ~ ' j> ~ ` yam" ~ O L
867 32 ~ ~ ~ ~ w. ~ _ ,r fA ° ~ a
344 1300 867 32 ~ ~ , ~ - , ? f y. nt':
c _ ' 4578 170 y~ _ ~ y a
346 3450 5444 2a~ _ ;.~s ~ ; v a ~ --1I~N~T~:.. _ . : p cd ~J a 4 - -
4106 152 - ' y - 1 ~ O ~ N
347 4800 9550 354 ~ ~
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ENT R/EXIT $TD. ~XIT~~ ~$TD.'40. ~ W
• - ~ ~ ASIN S D '40. S'T ERt~'~ PO,R DE'1I~.S , Q r ~a O
m ,,q r. ~ e . . . - tUB~ 0~6' 0 IIE~
~ _ _ ~MER ~ - e _ _ _ FAIh~CLO~~L..PYC--SKI
f , f ` q, o 4 , ~5 .
R AL . - - - - OR APP OVED EQU SEE ~ ~Y _ . ~ ~ ~ = W ~
? SI~ET -ERO-~Z ..FOR. DEf AN.S ` ~ . ° ~ ~ ms r ~
~ R 7 t .~°y iUSE 0.90 ORIFICE! °y ' ~ _ -ti ~ ; z . ~ - ~a.~ LEYEL R-FADER , ~ 0' W
? _ _ _ ~ ww z , , i~W r , ~ i
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e . TEMP R~ TEMP RARY DIVER$r10 ` ~ ~ ~ ~ ~ N
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~ - Q~
f- _
?
? r~} , . ~ 2~~ 0 Z - ~ W V Q
~ - - M t _ ~4 s ~ ~ U
,Wh V , _ : y Z I_
~ ? TREE PRESERVATION
n ~ , ~ O
AND PROTECTION - 40.04 - m~,~ ~a , . - ~3 ,
? ~°~.x
? . : 0~ aN
,
. ac o 3 t , }
? ~ # it y'€'ke? ~ ~f ' Wa fi. ~ ~ ~ y s i ti~
; y u
CmA CHEWACLA SANDY LOAM, 0 TO 2 ,,a~'~ ~ PERCENT SLOPES, FREQUENTLY FLOODED _
, " ~ ~tAWN 8Y ~ ~ , APR
CrC2 CREEDMOOR SANDY LOAM, 6 TO 10 ~ ' ~-..y
PERCENT SLOPES, MODERATELY ERODED ~ ~ CNEq~ED BY
• , CrE CREEDMOOR SANDY LOAD, 10 TO 20 - y ~ ~ ~ RH r p a ~ ~ ~ DATE
PERCENT SLOPES - _ , i
GrC GRANVILLE SANDY LOAM, 6 TO 10 ~ - _ _ ,M
PERCENT SLOPES _ ~ _ _ ' ~ r SCALE
- MeA MANTACHIE SANDY LOAM 0 TO 2 -
PERCENT SLOPES, RARELY FLOODED ~ ~ ~ ` ' _ ~'4,~' J e . JOB N0. ,a 10-032
MfC2 MAYODAN SANDY LOAM, 6 TO 10 . , _ M
PERCENT SLOPES, MODERATELY ERODED ~ , ~ F ~ , , t ~ , r CAD FILE .m, _
MfD2 MAYODAN SANDY LOAM, 10 TO 15 ~ q ~ _ ' ~ 10-032-ERO-PN2
PERCENT SLOPES, MODERATELY ERODED ~'r ~ PLOT DATE
24 H UR NTACT o co ~ ~ ~ 7-21-11
~ . - - k
GRAPHIC SCALE =7;70-474-4345 t MEET
53 4z
40 0 20 40 so 160
ERO=6
TREE PRESERVATION
IN FEET A AND PROTECTION • 40.04 OF SHEETS
1 inch - 40 ft,

°
+ r c~ fi REVI~ONS BY
~ ti SY~OLS FOR ER0810N AID ~ ,t i
CONTROL PRACTK~8 ~ } ATCH, BASIN/YAR INLET t# . ~ ~ ,
~ A , ~ _ : x:
RALEItNI NORTH CAROLMIA 0 ~C Ott S SS = ;
e ~ "".r. 7 ~ ~tTYPIC 1
rM ( .4 tA10 6RADIi0
r ~ ~ } SILT .FENCE _ . _ ,
'p 1 f ] , ,v ~ !
.1 ~ 1 SR.T F E ~ f" ~ - ~ _ , ~ '
9URFACt Raua11o1N1o , o .r. ram Z
STD. 0.02 ~ ; ~ ~ 1 ! i ~ - -
- I Y '
~ ~ , - SILT F CE E~1 N r~ ..n.w i
_,,1 ~ PAM DC ,..y ~ ~ TOPS0NNi0 1 ` 6 ..M.~.. ~ D. 40.02 ~ , f .
~ _ 5
'I ~ r ~ ~ ~ _ . _ I ~ i - . : ~
. s '
. /Q04 1RFE PRESERYAiION ! PROiEOTION ~ ~ ,M ~ ? ~ _ a _ ~ _ ~ : , _ . _ _ GRAVEL t~0 T. TEMP.
1.8 a a ~ ~ ~ °'~°M _ , s ~
- ,~~TERffX ~ , - 3`k THS ~tAWNG IS 1HE PROPERTY
~ _ ~ 1 , ~ r ~ Y.~ TD. 4O.Z~ ~ V ~ , ~t Fv ~ THE ENgNEER AND t~AY
10.21 1flrP. GRAVEL OONST. ENTR/EIOT ' R' ' ~ ~ ~ , ~:Y ~ ,;d' M-, NOT ~ USED ~ REPRODUCED
w~ I , ~ . _ ~ , :A~ ~ PAM ~ ~ - ~ ~ i~° WITHOUT HIS W~T1Ehl PERgISS~N - _ r
~ ~ ~ ~ _ ~ j4 t 4 , ~ ~ _ .
, ~ , TEIPORARY sEEOt1D ~ ~ : ~ ; ~
a „ ~ ~t... ~ ~ t' 3 _ w.:d-. . y,. _ ~ . , ~ ~ ~ - - _ CAR il y°~
~ ,
PERMAtEt1T .SEEDAIO i a """4 r O s _ ~ . - ~u 1.7 - t _ -
_ A rt:: . _ ~ - - I ~ _ - - ,k
/ f Y _ ~ 9ODON10 ~ I , ~ ~ ~ ~ 1 # ~ ~ - 1~ ~ _ _ - ~ _
e e r , _ ~ ~ ~ ~ fi
~ ~ _ - - 4 ~ 1 _ ~ ~ ` i
TREES, 911UIBS, VMES R OC ~ 1 ,r~ ~ _ u ` - _ _ - r B 1 ~ . ~ ~ ro~ ~ ~ , .,m ~
TD ~ - _ TD M 4 T '1'D
1 } z ~ . s ry.. ~ , . } ~ 40~- ~ r,
T
5 REMGP 1 i .M° RR ~ ~ 1 ~ = ~ ,
t. _ . C ~ _ : T , SILT FEN E ~ {
~ ~ t ~ ~S~T FENCE - ~ DS VEG. aNE STABLJZATRNi ; - - t=U
~ _ ~ STD. 40.02- ' ~ . ~ e t , ! 1.3
{ - , ~ - t ~ ..40.02 r lo,z, to~PORARY avExslOlls - - _ - - , f tl od ~
~ , ` ~
~ PEAMNNiET1T DIYER91O1fS ~ C Y n ,w. b. +:n ~ y r y um ~ , ~ E
, . ~ _ .a. PD 10.31 olw~slon oNa (PET+N~TER> ~ ~ m;_ v~ _ . ~ ~ ~ a ~Y Ut i v ~ . ri Y
~ .....,.r y ~.I ~ ~ _„„n nD RIGHT-OF-wA1f GIVEA91ONS e a : r,p 'r. ' ~ °V~+ ~ _.w e _ ;G. M,~. ~ _ ~ O
1+... ' a ~ gym- ~ ~^V ~F .
ORAL-IIES CNAIN~1S ~ n, _ a ~ ,,i~ F V r. - ~ .y f i ~ r. ..~..~wwn. .....wwnw ..nx:nxx:x ..mwxm. w„awux, f - c
wr 1` 1 ~ , , RKI~~ER SEDI~HT Coy "f"C~ _ i n r Waa.,
~ , RR Ia24 raw-uEn cww+as r m .
ti, O Cab ` " ~w°'" ~ Rd 4~ a `s i.~ t -,V4a 'F ~^a~ ii~D. ~ r' ~ , PAVED CHAMiLS m~ ~ , P ~ - '31u1N 1 j ~ ~ ' K ~r3 t ~
~ i f , , ~ _ F r , ts" , ~ ~ r ~ , ~ i 2is. t, r ~ ~ J. ~
_ - ~~~.a ~ 'IEIPORARY SLOPE ORANIS - ~ , "V J ~p ~ Z ~ W
5 , P ~ ~ / a... ; ~ _ - w ~ ~~I _ ~ Ey ~ - ` ~ NOTES ~ to ~ ~i r1 'i C,~i ~~,a^.qY.. ~ ~ p ~ O
t^" - r-, w_ , , . ~ F ~ ~ -_-y PRIMARY SEDIMENT CONTROL
PAVED FUNS - ` ~ _ f ~ ~ ~ ~ F ~ ~ MEASURES SHALL BE HANDLED BY THE ` o ~ Q
. 4 ii . r - r ,Y ......mow a s..~ ~ b i / j~ -'s,.' N 9 ~ ~ , d;, ~ u _ ,
~ , - TEMPORART~SILT AND ~ ~ r.. - , ~ ; - ~ ~ . 44 ! o , ~ ~ : SKIER SEDI ~ ~ ' ~ ` CATCH BASIN/YARD INLETS ISTD 40 SSl a ~ W ~
~ ~ .~~,1.. _ ~ ~ ~ TREE PROT. FENC ~ THE SKIMMER SEDIMENT BASIN tSTD ~ ~ m ~ ~ r °f ~ oo~
~ ~ Y ~ ti _ ~ BASIN STD. 40.8... ~ STD ~0A8~ - ~O,S ~ < ~ ~ , , ; 40.56! SHALL REMAIN IN PLACE UNTIL ~ Z , , z~~~ ~ ~ mY
~a OU1lEf STABLILUION SiRUC11NiE 1 s-_ _ - ~ COMPLETION OF PHASE S ACTIVITIES. o ~ ~
s , ~ . . u
_ , - 1flIP. E11C. DROP krET PROIEOIIOH , ° . ~w. ! ` ~ , O ~ ~ ~
a r ~ u...~ ~ ILT FENCE ~ ~
~ - _ ~e _ - TS ,4 - s, ~
10.33 ,E1N?. FABRIC o1~P NNET FROTEAIION cvs'+ , _ STD. 40.02 ~ . s ...y. ~ '
_ _TS = W~ 0. W
Th.if TE1N+. BLOq(~ GRAVEL NN:ET PRDT~ t ~ ~ ~Z
r SEDIMENT CONTROL CHART Z ~
~ h Td
ial Y soo DROP NNE1' PR01EC11o11 '~D~ INLET ~ ~ ~ Y
J qre ~s. x PROTECTI~1 STD Total Area O ~ ~ 3 '
. a::.. r 40.33 (ac) ~
10.14 1EMPORARY SDDNN9IT TRAP ~ is ~ ~ • ~ ~ 1.3 0.30 aJ ~N
~ 4
~ 3 4 w 1.6 0.53 z ~
0 10,30,10.13,10.14 SEDNDIT BASIN ' . ~ w. n . 1.7 0.08 W ~ ~ ~
5 n i ~ 1,8 0.31
a~. R5 y r 1.9 0.19 ~ ~ ~
10.35 81A~NlR SEDBEIIT BASN _ - ~ _ ~ _ 1.10 a.19 ©Q W ° 1.11 a.15 W V Z a
_ P ~ j , Y ° 1.12 4.36 ~ o
~ y~~ 1.13 0.27 y ~ ~ U '
10.O2,10.03,10.J8 SEDBOIT FENCE . DIYERSIOH DITCH tTYPICAI.I , , ~ _ ~r 1.14 0.29 ~
~ ? _ ~ D ~;~e, . 2.1 0.16 z O ~ o '
P „ , ~ STD. 40.28 I 22 0.02 N
2.3 0.27 O = W ~
10.E 1EIPORARIf STREAM C7~NI6 ~ 'ID ~ 2.4 0.18 '
T w. _ 2.5 0,34 ~ J ~ p '
~ , ~ 2.6 0.35 ~r Q ~ N
„Y ~ P PEIg111NENT 31REAM CR089Ni0 ~ ~ s x ~~Ad .u c 2.7 0.15 W 0. ~ J 32 0,34 ~ '
hr 3,3 0.13 '
V 1A`0. SiRElYN3ANf STABNJiAiION . a:'+ ~ i{i1 1 3.4 028
~nr. .`rM ` 3.5 0,39
g snw0. StReAwBA1N~ srAell:uATR>!1 ~ ~ 3.6 0.40 DRAWN BY
w .w ~ ,Y 3.7 0.2g APR
.CRS. COHSIRIICRlN1 ROAD STABLIZA11ON 3.8 0.17 CHECKED BY
? , 3.9 0,58 RH
~ SuesuRFADE oRNH ? ~ 4.3 0.25 DATE '
~ 4.4 0.13 7-21-11 '
4.5 0.41 SCALE 4.6 0.41 1"=40'
- GRADE STABNJZATRTN sTRUCT1NrE 4.7 0.20 J~ N0.
4.8 0.18 10-032 '
10.16 CHECI( DAM 4.9 0.36
4.10 0.23 CAD FlLE
DUST CONTROI. . 4,11 0.24 10-032-ERO-PH3
4.12 0.39 PLOT DATE
SAIq FENCE ~ FE~NB'J
~ GRAPHIC SCALE . ALE 24 HOUR CONTACT 4.16 0..37
4.14 0.27 SHEET 37 L'
a o so +o so
WILLIAM HAMRICK
770-474-4345 ERO=7
IN FEET / 1 inch : 40 R
0 F SHEETS

~ ~ RE41510NS BY
e,
SEDIMENT CONTROL CHART
.
I2~PETT ~ ,
PPATECTION STD Total Area M1
40.33 tac) NOTEI , '
13 0.30 PRIMARY SED~ENT CONTROL
1.4 0.40 , t 1 *F g~ ~ 1
MEASURES SHALL BE HANDLED BY THE 1,6 0.53
CATCH BASDIfYARD ~.ETS ISTD 40.8$1. b_ 1,7 0,08
1.a 0.31 THE SKI~~ER SEI~IBIIENT BASSI ISTD I - 1
1.9 0.19 40.361 SHALL REMABi NI PLACE UNTE. ~ ~ ~ -
1.10 0.19 CO~LETION OF PHASE 8 ACTIVITIES. " , yf € ~.y
1,11 0.15 Y ~ ~ ~
1.12 0.3fi J tf , 1.13 0.27 z .i ~ f :c
1.14 .2 f"~ 09 , . ~ "~w r ^m,~„F,,.
~:as 2.1 0.16 i
22 0,02 .
2.3 4.27 ~ ~ - ~ . ~
2.4 4.18 t T}~S ~AN~NG IS T~ PROPERTY
2.5 0.34 ` " ~ ? ~ ,,q , q` THE ENgNEER AND MAY
2.6 4.35 ~ ° - NOT ~ USED~gi REPROg1CED ~ ~ , _ r'- ~ WITHOUT IBS W1~11EN PERI~ION
2.7 0.15 rha 1, . ~ ,
32 0.34 . 4 ? !E , RaM, ~~~i.~'
3.3 0,13 ? . ~ e .4 0.28 t { 3 ~ ~ - !~1' (7t69 9~~.~1' 8~° I'V(" a ~ „s ~ ~ ~ `,`,,`,~~p~Wi°ii~UlUrprrrri
3.5 0.39 ~N CARO(~ YYY
3.6 4.40 o` s.
R, ? 3.7 4.29 z ,a %n. 1 ~ . J ~ . ~ _ Ty
_ 3.8 0.17 - ~ ~ p~, ~ _ _ " r _
.mm ald r ~ ti4 ~ w4'~ ~ t?~ y~lJtdl i~ ~ 3.9 0.58 ~ Ord Fri: ~ .~.m,w " ~ to (flJtdl Ir~' ? s "4 ~ ~ 3 w~._
4.3 0.25 - ,a ~ ~r ti,i.i ~ r ~ ~ ~ I " ~ r ~ _ r
} 4.4 0.13 ? , . 'R 4. - ~ ~ ~ 7... i
....f- 4.5 0.41 - a~ ~ ~ r
w , 4.6 0.41 ~ _ ~ ,mw
4.7 0.20 ~ 4.8 0.19 ~ _ ; e , , f ~
- ~ ~ , a ~ /
4.10 0.23 ~ , ; ~ _ f - - _ ~ ~ 'r U1~nE
4,11 0.2 / . ~ ~ ~
4.12 0.39 _ , : ~l ` ' ~ f , . ~BKR SEDI , _ J ~ ~ ~ C a
4.13 0.06 ~ ~ r.l. ; ; , F ; ~ , ~ ~ - ~ d Un o i w A
4,14 0.27 .r ~ , -'-w ' I' ~ ~ ~ C Q
BASIN STD. 40.38 . ~ l ° 4.16 0.37 - ~ ~
e , . M o~ ~
~ ~ e _
~w , ~ ~ ~ a r
_ , ~ , STD 40 ~~W~ y t
~ ~ d TS E i Sa , f i N
AA r- ~ fVsV~ - . F i o
, r -TS ~ , , ~ , ~ a ~ SILT ONCE ~.r , /~1~ ONCE ~ W a N
,
.u. 4 S T~FENCE , ~ 40:2 v ~ I
? ~ ~ r~ C'_y `tom Y!~'~It~~l ~ o.-
~ - ' S .40.02 x.: ~ ~ JON Q r, J~~~ Z
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- ~ v .:r u
yy . ~ e. p ~ x' ? a ~ , ~ ~ ~ ~~~r ~ ~ ~ ~ U
1f PICALI , , ,f - _ ~ . . _ ~ - SILT F , . ? _ ~T ~ ~ ,x ~
k ~ E. y e m w _ , , ~ ~ ...STD. 40. ~ , ~~~~,~,~~,r.. SKIM~II S €I~IMENT
.
3.8 id r, Blk$[N S ~ 40.56 ~ ~ ~ z
~ _ . ~ LEVEL 8 ~kDER , °
- = h
- t = PAM = _ 4 _ v
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10-032
CAD FlLE
10-032-DET-ERO
PLOT DATE
7-21-11
sHEU
24 HOUR CONTACT
WILLIAM K
770-474-4345 EROmll
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10-032
CAD FlLE
10-032-DET-ERO
PLOT DATE
7-21-11
SHEET
24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4345 EROml2
OF SHEETS

RE4I~ONS BY
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BAFFLES REQUIRED: 3 BAFFLES WJ U ~ W REVISIONS DACE: 7/3/00 DRAWN BY.• J7B
DESIGN LIFE: LESS THAN 3 YEARS REVISIONS DATE: 7/11/07 DRAWN BY: WO ? Z } m REVISIONS DATE: 7/6/07 DRAWN BY: NDP aU aH a
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24 HOUR CONTACT
WILLIAM K
770-474-4345 EROml3
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REVI~IS BY
24 HOUR CONTACT
WILLIAM HAMRICK
T?0-474-4345
ELIMINATION SYSTEM
Pemtit No. NCG(110000 Permit No. NCGD10000 Permit No. NCGOI0000 Permit No. NCGO10000
t2-29-p9 12?9-09 tzar-n9 ~~a9~
PART I calendar days and within 24 hours after any storm event of greater than O.SD inches of rain per 24 hour one or mare acres of land. Each plan must be approved by the Nt pproved by the NC Sedimentation Control Commission d. A change has accured in the availability of demonstrated technology or practices for the ? local government. control or abatement of pollutants applicable to the point source;
MONITORING CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES period. or a program delegated by the Commission to a local governmen . ~ e• Effluent limitations are promulgated for the point sources covered by this general permit;
SECTION A: FINAL LIMITATIONS AND _CONTROLS Olt S7.ORMWATER DISCHARGES Inspection records must be maintained for each inspection event and'for each _ discharge location. SECTION B: GENERAL CONDITIONS f. A water quality management plan containing requirements applicable to such paint sources is
approved after the issuance of this general permit.
During the period beginning ort the effective date of the permit and lasting until expiration, the Permittee is S. If any visible sedimentation is leaving the site or entering waters of the state, corrective on-site action g. The Director determines at his own discretion that an individual permit is required.
authorized to discharge stonnwater associated with construction activity including clearing, grading and shall be taken immediately to control the discharge of sediments. Where visible deposition of I. Du to Comply, his genera[ permit. Any permit noncompliance 9. When an Individual Permit m~ be Resuested
excavation activities resulting in the disturbance of land and related support activities. Such discharges shall sediment has occurred in surface waters or wetlands, the permittee must contact the Division within 24 The permittee must comply with al I conditions of this genera! permit be controlled, limited and monitored as specified below. hours of becoming aware of the deposition. (See Section I of this permit for contact infommation.} constitutes a violation oftlte Clean Water Act and is grounds far: eni is grounds far: enforcement action; certificate of Any permittee operating underthis general permit may request±o be excluded from the coverage of
I. Erosion and Sedimentation Control Plan Agproval: Prior to the commencement of land disturbing 6. The pernnittee must keep a record of inspections and all records shall be made available to DWQ or coverage termination, revrocation and reissuance, or modification; or r modification; or denial of a certificate of coverage this genera[ permit by applying for an individual permit. When an individual permit is issued to an iH1S DRAIMNG IS THE PROPERTY
activi ,the ennittee shall submit for approval an Erosion and Sedimentation Control Plan (hereafter authorized agent upon request. The records must provide the details of each inspection including upon renewal application. h' P owner(operator the applicability of this general permit is automatically terminated an the effective date (}F THE ENC>INEER AND MAY
referred to as `plan') to the Department of Environment, anti Natural Resources, Division of Land observations, and actions taken in accordance with this permit. The pennittee shall record the required {a) The permittee shall comply with effluent standards or prohibiti rdards or prohibitions established under section 307{a) of the indvidual permit. NOT 8E USED OR REPRODUCED
Resources, Land Quality Section, or a delegated local program, pursuant to the requirements of NC rainfali!and monitoring observations on the "Irrspeetion Record for Activities Under Stormvvater of the Clean Water Act for toxic pollutants and with standards nd with standards far sewage sludge use ar disposal ~ H~ ,within the time provided in the regulations that lb. SignatoryRecuirements
G.S.113A-54.1 and inconformity with rules adapted by tite North Carolina Sedimentation Control General Permit NCG010000" form provided by the Division or a similar inspection form that is established under section 4D5(d} of the CWA within the time I Commission. inclusive of all of the elements contained in the Division's form. (See attached "Inspection Record" establish these standards or prohibitions or standards for sewal andards for sewage sludge use or disposal, even if the a. All applications, reports, or information submitted #o the Director shall lre signed and certified as
2. Implementation of the Plan: farm.} permit has not yet been modified to incorporate the requiremer ate the requirement. follows:
a. The Pernittee must implement the plan, which has been approved by the approval authority. {b) The Clean Water Act provides that any person who violates se >n who violates section 301, 302, 306, 307, 308, 318 or (1) For a corporation: by a responsible corporate officer. Far the purpose of this Section, a
b. The approved plan is considered a requirement or condition of this general permit. Inspection records must include, at a minimum, the following. 405 of the Act, or any permit condition or limitation implemen nitation implementing any such sections in a permit responsible corporate oflieer means: (a) a president, secretary, treasurer or vice pesident of ARO(~
c. Deviation from the approved plan, or approved amendment to the plan, shall constitute a violation a) Control Measure Inspections: Inspection records must include at a minimum: 1) rdentrficatron of issued under section 402, or any requirement imposed in a prei imposed in a pretreatlment program approved under the corporation in charge of a principal business function, ar any other person wlro performs 1
of the terms and conditions of this general permit except that deviation from the approved plan the measures inspected, 2) date and time of the inspection, 3) name of the person performing the sections 402(x)(3) or 4U2(b){8} afthe Act, is subject to a civil will be allowed: inspection, 4) indication ofwhether the measures were operating properly, 5) description of for each violation. The Clean Water Act provides that any per subject to a civil penalty not to exceed $27,000 per day similar policy ar decision making functions for the corporation, or (b) the manager of one ar vides that any person who negligently violates sections more manufacturing production or operating facilities provided the manager is authorized to
i, to correct an emergency situation where sediments are being discharged offthe site, ar maintenance needs for the measure, 6}corrective actions taken and (7) date of actions Taken. 301, 302, 306, 307, 3D8, 318, or 4D5 of the Act, or any conditi~ yet, or any condition or [imitation implementing any of make management decisions which govern the operation of the regulated facility including ~ * S
ii. when minor modifications have been made for the purpose of improving the b) Stomtwater Discharge Inspections: Inspection retards must include at a minimum: l) such sections in a permit issued under section 4D2 of the Act, t 402 of the Act, or any requirement imposed in a having the explicit or implicit duty of making major capital investment recommendations, and
erforntance of the erosion and sedimentation control measures and notification of tlae identification of the discharge outfall inspected; 2}date and time of the inspection, 3) name of'the pretreatment program approved under section 402(x)(3} or 402 P n 402(a}(3} or 402{b}{8) of the Act, is subject to initiating and directing other comprehensive measures to assure long tern environmental v~
minor modification has been made to the Division of Land Resources or approved local person performing the inspection, 4) evidence of indicators of stormwater pollution such as oil criminal penalties of $2,500 to $25,000 per day of violation, of lay of violation, or imprisonment of not mare than 1 compliance with environmental laws and regulations; the manager can ensure that the ''%S r~ ~'~,o`
ro ram. sheen, tlaatina or sus nded solids or discoloration, 5) indication of visible sediment leaving the year, or both. In the case of a second or subsequent conviction Pg ~ ~ ;equent conviction for a negligent violation, a person necessary systems established or actions taken to gather complete and accurate infornation for ~~''%,,h' ~ ~A~1GPo°~~ lore than $50,000 per day of violation, ar by permit application requirements; and where authority to sign documents has beta assigned or
Allowed deviations from the approved plan must be Hated on the approved plan maintained at the site, 6) actions taken to eorreet/prevent sedimentation and 7) date of actions taken. shall be subject to criminal penalties of not more than $50,000 job site. c) Visible Sedimentation Found Outside the Site Limits: lnspection records must include 1) an imprisonment of not more titan 2 years, ar both. Any person w >th. Any person who knowingly violates such sections, delegated to the manager in accordance with corporate procedures.
d, Once land disturbance has begun ousite, x. copy of the approved erosion and sediment control plan explanation as to the actions taken to antral future releases, 2} actions taken to clean up or or such conditions or limitations is subject to crmmal penaltre criminal penalties of $5,000 to $50,000 per day. of (2} For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
and this NPDES construction errnit shall be maintained on the site. stabilize the sediment that has left the site limits and 3) the date of actions taken. violation, or imprisonment for not mare than 3 years, or bath. P 3 years, orbath. In the case of a second or subsequent (3) For a municipality, State, Federal, ar other public agency: by either a principal executive N ~ n~
3. Permittee must manage activities an the site such that no adverse impacts to water quality occur from d} Visible Sedimentation Found in Streams or Wetlands: All inspections should include evaluation conviction for a knowing violation, a person shall be subject ti shall be subject to criminal penalties of not more than officer or ranking elected official N " ° W
site activities or allowed discharges. In addition to stream pollution from sediment discharge, other of streams or wetlands ousite or offsite (where accessible) to determine if visible sedimentation $100,000 per day of violation, or imprisonment of not more th wnt of not more than b years, or both. Any person who b. A(1 reports required by the general permit and other infornation requested by the Director shall be ~ w ~ j ~ ~b, 307, 308, 31 B or 405 of the Act, or any permit signed by a person described above or by a duly authorized representative of that person. A person is ~ ® ~ ~ ' W
activities on construction and development sites can result in pollutants reaching the state's waters. Itas occurred. knowingly violates section 301, 302, 303, 346, 307, 308, 31 B c The perttittee must manage activities on the site such that no adverse impacts to water quality occur e} Visible Stream Turbidity: If the discharge from a site results in visible stream turbidity, inspection condition or limitation implementing any of such sections in a such sections in a permit issued under section 402 of the a duly authorized representative only if ~ ~ k~
from any of tl eSe activities. EPA has prepared guidance documents that provide best management records must record that evidence and actions taken to reduce sediment contributions. Act, and who knows at that time that lte thereby places xnathei yby places another parson in imminent danger afdeath {I) The a,rthoriafian is made in writing by a person described above; v O ;
practices that address many activities: 7. Sites discharging to streams named on the state's 303(d) list as impaired for sediment-related causes or serious bodily injury, shall, upon conviction, be subject to a an, be subject to a fine of not more than $250,000 ar (2) The au#horizatian specified either an individual or a position having responsibility for the a ~ a a J ~
(seehnn:ilct'pub.epa ~7~1„»d~sfstnrn~~4~tcd,ne»»nn,mpsh;,~ea.cfi„?actio»=min mcosurc&min measure id~4} may be required to porform additional monitoring, inspections ar application ofmore-stringent imprisonment of not more than 1 S years, or bath. in the case t lath. in the case of a second or subsequent conviction overall operation of the regulated facility or activity, such as the position of plant manager, ~ ~ o
management practices if it is determined that the additional requirements are needed to assure for a knowing endangerment violation, a person shall be subje son shall be subject to a fine of not more than $500,000 operator of a well or well field, superintendent, aposition of equivalent responsibility, or an O O ~
w The following activities, and others an a site specific basis, requ'sre oversight throughout the ~ compliance with the federal or state impaired-waters conditions. If a discharge covered by this permit or by imprisonment of Hat more than 30 years, or both. An or; construction and development process to assure that all water quality standards are protected: enters a stream segment that is listed on the Impaired Stream List for sediment-related causes, and a 3D9(c)(3}(B)(iii) of the CWA, shall, upon conviction of vioIati •s, or both. An organiaatioa, as defined in section individual or position having overall responsibility for environmental matters Var the company. ~ ~ o ~ } eviction of violating the imminent danger provision, be (A duly authorized representative may thus be either a named mdrvtdual or an, rndrvrdual ~ a ~ <
Total Maximum Daily Load {TMDL) has been prepared for those pollutants, the pennittee must subject to a fine of not more than $1,000,000 and can be fined I and can be fined up to $2,004,000 for second or occupying a named position.}; and ~ N W x
a. Equipment Operation and Maintenance: Equipment utilized during the construction activity an a implement measures to ensure that the discharge of pollutants from the site is consistent with the subsequent convictions. {3j The written authariza#ion is submitted to the Director, O ~ . a~
site must be operated and maintained In such a manner as to prevent the potential or actual assumptions and meets rite requirements of the approved TMDL. The DWQ 3U3{d}list can be found (c) Under state law, a daily civil penalty of not more than ten thot Wore than ten thousand dollars ($10,00(1} per violation c. Any person signing a document under paragraphs a. or b• of this section shall make the following ~
pollution of the surface or ground waters of the state. Fuels, lubricants, coolants, and hydraulic at: httpa/h2o.enrstate.ne.usltmdi/General 303d.html may be assessed against any person who violates or fails to ac lates or fails to act in accordance with the terms, certification: ~ 3
fluids, or any other petroleum products, shall Hat be discharged onto the ground or into surface conditions, ar requirements of a permit. [Ref: NC General Stai waters, Spent fluids shall be disposed of in a manner so as not to enter the waters, surface or SECTION C: SCHEDULE OF COMPLIANCE {d) Any person may be assessed an administrative penalty by the a NC General Statute 143-215.bA]. "I certify, u.~der penalty of law, that this document and all attachments were prepared under w s N~ ve penalty by the Administrator for violating section my direction or supervision in accordance with a system designed to assure that qualified
ground, of the state and in accordance with applicable state and federal disposal regulations. Any 301, 302, 34b, 307, 3U8, 318 or 405 of this Act, or any permit +ct, or any permit condition or limitation implementing personnel properly gather and evaluate the information submitted. Based on my inquiry of the
spilled fluids shall be cleaned up to the extent practicable and disposed of in a manner so as Hai to I. The permmittee shall comply with Fina}Limitations and Controls specified for stormwater discharges any of such sections in a permit issued under section 402 of ih • section 402 of this Act. Administrative penalties for person or persons who manage the system, or those persons directly responsible for gathering
allow their entry into the waters, surface or ground, of the state. once disturbance has begun on the site and until completion of construction or development and the Class I violations are not to exceed $11,000 per violation, Witt per violation, with the maximum amount of any Class I the infornation, the information submitted is, to the best of my knowledge and belief, true, o
establishment of a permanent ground cover. Docurnentatian from the Division of Land Resources or a penalty assessed not to exceed $27,500. Penalties for Class D Wallies for Class D violations are not to exceed 1,000 accurate, and complete. I am aware that there are significant penalties for submitting false J M o M Z
locally-delegated program can be used to signify the completion of the project. information, including the possibility of fines and imprisonment for knowing violations." N J rri c ~ ~ p
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Page 3 of 15 Pages Page 5 of 15 Pages - Page 7 of 15 Pages +'c~,o U of 15 Pages Page 9 of 15 Pages o a o ~
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Permit No. NCGOI t)0l>0 Permit No. NCG410000 w°~ ~ Permit No. NCGO10000 Permit No. NCG010600 0 ~ ~
12 29-D9 12-29-09 12.29.04 ~ 1?a9-09 Q ~ ~
b. Material Handling: Herbicide, pesticide, and fertilizer usage daring the construction activity shall 2. During construction and until the completion of constntction or development and the establishment of per day for each day during which the violation continues, will fort eantinues, with the maximum amount of any Class lI W p
be consistent with the Federal htsecticide, Fungicide, and Radenticide Act and shall be in permanent ground cover, the permittee shall provide lire operation and maintenance necessary to penalty not to exceed $137,5DU. accordance with label restrictions. ` operate The storm water control measures and all erosion and sedimentation control measures xt ~ ~~r ~ ~
c. Building Material Waste Handling: All wastes composed of building materials shall be disposed optimum efficiency. (note: Completion of construction may be signified by the Division of Land 2. Doty to Mitigate 1 I. General Permit Modification Revocation and Reissuance ar Termination ii ~ U
of in accordance with North Carolina General Statutes, Chapter 13UA, Article 9 -Solid Waste Resources or approved local program closing the site or certifying that the site is complete). The pennittee shall take all reasonable steps to minimize ar prey minimize or prevent any discharge in violation of this The issuance of this general permit does not prohibit the Director from reopening and modifying the ,A W
Management, and Hiles governing the disposal of solid waste (North Carolina Administrative 3. If inspections required by the Minimum Monitoring and Reporting Requirements in Section B identify general permit that ltas a reasonable likelihood of adversely atTe, of adversely affecting human health or the general pemrit, revoking and reissuing the genera[ permit, ar terminating the general permit as allowed ~ N ~
Code Section 1 SA Nt1AC 13B). a need for maintenance of control measures, modifications ar additions to control measures, ar environment. by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and ~ ~ ~
d. Litter and Sanitary Waste: 'fhe permittee shall control the management and disposal of litter and corrective actions to control sediment or other pollutants these actions must be performed as soon as sanitary waste from the site. possible and before the next storm event to maintain the effectiveness of the control measures. 3. Civil and Criminal Liability 123; Title l5A of the North Carolina Administrative Cade, Subchapter 2H .0100; and North Carolina V ~ O General Statute 143-2151 et. seq. Y+
e. Concrete Handling: Concrete materials ousite, including excess concrete, must be controlled artd Except as provided in Section C. of this permit regarding bypass :regarding bypassing of stormwater control facilities, ~ ~ w
managed to avoid contact with surface waters, wetlands ar buffers. {note that discharges from nothing in this general permit shall be construed to relieve the pr ;d to relieve the permittee from any responsibilities, 12 Continuation of Previously Permitted Projects 0 W Q
ousite concrete plants may require coverage under a separate NPDES permit-NCG140000) liabilities, or penalties for noncompliance pursuant to NCGS 143 cant to NCGS [43-215.3,143-21S.bA,143-215.bB,143- Projects and their corresponding activities permitted under the previous version of the NC general ~ . ~
4 The permittee must select, install, implement and maintain best management practices {BMPs) and ~ 215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthe JSC 1319. Furthermore, the permittee is responsible for penniCfor construction activities are covered under this general permit. The requirements for these ~ ~ D.
control measures that minimize pollutants in the discharge to meet the requirements of this permit. PART II consequential damages, such as fish kills, even though the respo r though the responsibility for effective compliance may projects are the same as those previously required in the general permit until the project is completed '0 ~ ~ _
S If there is evidence indicating that the stormwater discharges from the site are impacting or have the STANDARD CONDITIONS be temporarily suspended. potential to impact surface waters or wetlands, the Division of Water Quality may take appropriate or terminated. ~ W ~
actions including any or all of the following: 4. Oil and Hazardous Substance Liability ~p
a. take compliance and enforcement action, SECTION A: DEFINITIONS Nothing in this general permit shall be construed to preclude the ed to preclude the mstitution of any legal action or STcCTION C: OPERATIvN AND MAiNTF.NANGE OF POLLU'11t7N CDNTROI.S = w+
b. require the permittee to include and implement appropriate control and restoration measures, relieve the permittee from any responsibilities, liabilities, or pen liabilities, or penalties to which the permittee is or may Y
c. require the permittee to develop and implement a site specific stormwater pollution prevention 1. Actor "the Act" orCWA -The Federal Water Pollution Control Act, also known as the Clean Water be subject to under NCGS 143-215.75 et seq. or Section 311 of tl r Section 311 of the Federal Act, 33 USC 1321. I. Proper Operation and Maintenance J y W p
plan, Act, as amended, 33 USC 1251, et. seq. Furthermore, the permittee is responsible for eansequential dame d, require the permittee to obtain an individual permit. 2. Best Management Practices BMPs) - Schedules of activities, prohibitions of practices, maintenance the responsibility for effective compliance may be temporarily s onsequential damages, such as fish kills, even though The permittee shall at all times properly operate and maintain all control measures and systems of y be temporarily suspended. treatment and control (and related appurtenances) which are installed or used by the permittee to O Z ~ Q
6 Disturbed areas in watersheds where available information indicates that federally-listed threatened ar procedures, and other management practices to prevent or reduce the pollution of waters of the United achieve compliance with the conditions of this genera[ permit. ~ O O p
endangered aquatic species are present_shall be limited at any time to a maximum total area within the States. BMPs also include treatment requirements, operation procedures, and practices to control plant 5. Proper Rights ~w
boundaries of the tract of 20 acres. These project shall also use control measures that are designed, site runoff, spillage or leaks, sludge or waste disposal, ar drainage from raw material storage. The issuance of this general permit does not convey any propert anvey any property rights in either real or personal 2. Need to Hait or Reduce not a Defense ~ ~ U
installed and maintained in accordance with criteria set forth in 15A NCAC 04B A124 -Design 3, Control Measures - Refers to any BMP ar other structural ornom-structural practices and procedures property, or any exclusive privileges, nor does it authorize any i it authorize any injury to private property or any It shall not be a defense for a permittee in an enforcement action that it would have been necessary to ~ ~ M~ ~t
Standards in Sensitive Watersheds. The permittee may propose alternative protection measures and used to prevent or reduce the discharge afpollutanis including practices to control erosion and invasion ofpersonal rights, nor any infringement of Federal, Sta ;nt of Federal, State or local laws or regulations. halt or reduce the permitted activity in order to maintain compliance with dte condition of this general z a ~ N permit. O L~ ~
seek coverage under an individual Constrtetion NPDES Stormwater permit. sedimentation. 4. DWQ arDivision -The Division of Water Quality, Department of Environment, and Natural 6. Severabili
SECTION B: MINIMUM MONf'TOIt{NG_AND REPORTING REQUIREMENTS Resources. The provisions of this general permit are severable, and if any p able, and if any provision of this general permit, or the 3. Bypassing of Stormwater Control Facilities 1" N
5. Director -The Director of the Division of Water Quality, the permit issuing authority. application of any provision of this general permit to any circun rmit to any circumstances, is held invalid, the application a. Definitions ~ ~ ~N
Minimum monitoring and reporting requirements are as follows unless otherwise approved in writing by the 6. EMC - The Nortlt Carolina Environmental Management Commission. of such provision to other circumstances, and the rema'snder of t. the rema'snder of this general permit, shall not be (1} "Bypass" means the intentional diversion of stormwater from any portion of a stormwater ~ J
Director of the Division of Water Quality. 7. Permittee -The person, firm ar organizational entity that signed as the financially responsible party on affected thereby. control facility including the collection system, which is not a designed or established ar ~ 3 ~
1. A rain gauge shall be maintained in good working order on the site. the Erosion and Sedimentation Control Plan. 2. A written retard of the daily rainfall amounts shall be retained and all records shall be made available 8. Paint Source DiscltarQe - Any disrernibte, confined and discrete conveyance, including but 7, D„~ to Provide Infarmatian operating mode for the facility. {~1 "Severe prop?rty damage" means substantial physical damage to property, damage to the
to DW or authorized a ent u on re nest (note: if rro rainfall occurred, the permittee must record s ecificall Hat limited to an i e, ditch, channel, tunnel, conduit, well, discrete fissure, container, The rmittee shall furnish to the Director, within a reasonable 1 Q g P q P Y ~ YPp Pe thin a reasonable time, any information which the control measures that cause them to become inoperable, or substantial and permanent loss of
"zero"). rolling stock, ar concentrated animal feeding operation from which pollutants are or may be Director may request to determine whether cause exists for mod use exists for modifying, revoking and reissuing, or natural resources that can reasonably be expected to occur in the absence of a bypass. Severe atAWN BY
3. The control measures shall be inspected to ensure that they are operating correctly. lnspection records discharged to waters of the state. terminating the certificate of coverage issued pursuant to this ge wrsuant to this general permit or to determine property damage does not mean economic lass caused by delays in production. APR
must be maintained for each inspection event and fur each measure. Paragraph 6 of this Section 9. Administrator - The Adtministrator of the U: S. Environmental Protection Agency, s compliance with this general permit. The pennittee shaft also ft nittee shaft also furnish to the Director upon request, e b. Bypass Not Exceeding Limitations. giEq(ED BY
outlines additions! inspection record requirements. At a minimum inspectirnt of measures mast occur 10. Stormwater Pollution Prevention Plan - A. document which describes the best management practices copies of records required to be kept by this general permit. at the frequency indicated below. and control measures and activities to be implemented by a person or business to identify sources of ;neral permit. The permittee may allo~xr any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation. These RH
bypasses are no* subject to the provisions of Paragraphs c, and d. of this section. DATE
a. All erostan and sedimentation control measures must be ins ected b or under pollution or contamination at a site a»d the actions to eliminate or reduce pollutant discharges to 8. When an Jndividual Pemtit maybe Required P Y stotmwater, storntwater conveyance systems, and/or receiving waters. Where sites exist that involwe Tite Director may require any owner(operator authorized to disc authorized to discharge under a certificate of coverage c. Notice 7-21-11
the direction of the permittee at least once every seven calendar days, and multi le ar cam Tex sources of ollution or sensitive environmental conditions that ma not be issued ursuant to this eneral ermit to a 1 for and obtain an b. All erosion and sediment control measures must be inspected by or under the P P P Y P g P PP Y for and obtain an individual permit or an alternative (Q Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit ~
direction of the rnittee within 24 hours after an storm event of eater than addressed in the standard sediment and erosion control plan, the Division may require that an general permit. Any interested person may petition the Director :tition the Director to require an individual permit prior notice, if possible at [east ten days before the date of the bypass; including an evaluation of y ,
~ y ~ individual Stormwater Paklution Prevention Flan be prepared for that site. This plart>vauld include all pursuant to ] SA NCAC 2H .0127. Cases where an individual p O.SD inches of rain uer 24 hourperiad standard and additional control measures nece to assure that water nail is rotected, not limited to the followin re an individual permit maybe required include, but are the anticipated qualify and effect of the bypass. 1 = {2) Unarficipated bypass. The permittee shall submit notice within 24 hours of an unanticipated JOB N0.
'Y q ty P g 11. Erosion and Sediment Control Plan - A plan developed incompliance with the North Carolina a. The discharger is a significant contributor of pollutants; ~rttor of pollutants; bypass as required in Part lI, E. 3.{b)(1) of this genera[ permit. (24-hour notice). 10-032
4. Once land disturbance has begun an rite site, stannwater rumaff discharge outfalls shall be inspected by Sediment Pollution Control Act of 1973 to prevent the erosion and deposition of sediment and other b. Conditions at the permitted site change, altering the cur ;e, altering the constituents audlor characteristics of the d. Prohibition of Bypass CAD FlLE
observation for erosion, sedimentation and other stormwater discharge characteristics such as clarity, materials into the waters of the State from construction or other land-disturbing activities that disturb discharge such that the discharge no ]anger qualifies for anger qualifies for a General Permit; Bypass is prohibited and the Director may take enforcement action against a permittee for bypass,
floating solids, and oil sheens. Inspections of the outfalls shall be made at least once every seven c. The discharge violates the terms ar conditions of this gr ~nditions ofthis general permit; unless: 10-032-NPDES.dw PLOT DATt:
7-21-11
Page 4 of 15 Pages Page 6 of 15 Pages Page 8 of 15 Pages 3 of 15 Pages Page 10 of 15 Pages SKEET
EROmI4
OF SHEETS

I~l~
iZEVI'~ONS BY
24 HOUR CONTACT
WILLIAM HAMRICK
770-474-4346
ELIMINATION SYSTEM
Permit No. NCGO10000 Permit No. NCGOI0000 o. NCGOI0000 Permit No. NCGOI0000
12-29-09 12-24-q9 12-24-q9 1'!-?9-09
(2) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; any noncompliance which may endanger health or the environment. Any information sha}I be ion sha}I be
(2) There were no feasible alternatives to the bypass, such as the use ofauxiliary control facilities, provided orally within 24 hours from the time the permittee became aware of the retention of stormwaier or maintenance during normal periods of equipment downtime or dry circumstances. A written submission shall also be provided within 5 days of the time the me the '
weather. This condition is not satisfied if adequate baeln~p controls should have been installed pennittei becomes aware of the circurnstanees. (See Section I far contact inforrmation.) ion.)
in the exercise of reasonable engineering judgment to prevent a bypass which occurred during b. The written submission shall contain a description of the sediment deposition or the ~e
normal periods of equipment downtime or preventive maintenance; and noncompliance, and its causes; the period of noncompliance, including exact dates and times, ;and times,
(3) The permitter submitted notices as required wider Paragraph r. ofthis section. and if the noncompliance has not been corrected, the anticipated time it is expected to i to e of the SECTION I: NC DIVISION OF WATER QUALITY CONTACTS
The Director may approve an anticipated bypass, after considering its advrrsi effects, if the Director continue; and steps taken ar planned to reduce, eliminate, and prevent reoccurrence of the determines that it will meet the three conditions listed above in Paragraph d. of this section. noncompliance.
c. The Director may waive the written report an acase-by-case basis for reports under paragraph ara ra la Asheville Re tonal Office Rateigh Reaional Office Wilmington Re tonal Office p a p g' iNIS DRAV~NG IS THE PROPERTY
4. Upsets b. above of this condition if the oral. report has been received within 24 hours. Mail to: 2090 U.S. Highway 70 127 Cardinal Drive Extension
a. Definition - "Upset "means an exceptional incident in which there is unintentional and temporary 5wannanoa, NC 28778 1628 Mail Service Center Wilmin ton, NC 28405 OF THE ENGINEER AND NAY 8281296.4500 Raleigh, NC 27699-1623 9 NOT ~ USED OR REPRODUCED
noncompliance with technology based permit effluent timitatiorrs because of factors beyond the 4. Other Information FAX [phone] Location; 910!196-7215 Y~THOUT NS WRITTEN PERI~$$IDN to the 3800 Barrett Drive FAX [phone]
reasonable contra] of the permittee. An upset does not include noncompliance to the extent caused Where the permittee becomes aware that it failed to submit any relevant facts in any report to the Raleigh, NC 27609
by operational error, improperly designed treahnent or control faoilities, inadequate treatment or Director, it shall promptly submit such facts or information. control facilities, lack of preventive maintenance, or careless or improper operation. Fayettev!!le Regional Ofi•>ce g19ng1-4200 Winston-Salem Reaional Office Systel Building, FAX [phone]
b. Effect of an Upset, 5. Availability of Reports 585 Waughtown Street 225 Green St., Suite 714 ~~~~jjp1°Qpj++uq,
An upset constitutes an affirmative defense to an action brought for noncompliance with technology Except for data determined to be confidential under NCGS 243-215.3{aj(2) or Section 308 of the of the Fayetteville, NC 28301-5094 Winston-Salem, NC 27107 ~o`0.~~~`,~N CAROB T'~+~,,~~
based permit effluent limitations if the requirements of paragraph r. ofthis condition are met. No Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available far able far 91D1433-330D Washington Regional Office 3361171.50DD ~.~`°~U ESSf
determination made during administrative review of claims that noncompliance was caused by upset, public inspection at the offices of the Division of Water Quality. As required by the Act, discharge Iischar e FAX [phone] Washington Square Mall FAX [phone] Washington, NC 27889 (Water Quality} uch report Mooresville Reaional Office 2521946.6481 -
and before an action for noncom Hance, is final administrative action subject tojudicial review. data shall not bi considered confidential. Knowingly making any false statement on any such report P c. Conditions Necessary far a Demonstration of Upset may result in the imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section in Section 61 D l=ast Center Ave. FAX 252!975-3716
A perrnittee who wishes to establish the affirmative defense of upset shall demonstrate, through 309 of the Federal Act. Mooresville, NC 28115 1065
properly signed, contemporaneous operating logs, or other relevant evidence that: 7041663-1699
(1) An upset occurred and that the permittee can identify the cause(s) of the upset; 6, Penalties for Fa{sificatian of Repo_rEs FAX 7Da~s63-6o40 aGt1~ P`'~~°''
(2) The permitted facility was at the time bring properly operated; and The Clean Water Act provides that any person who knowingly makes any false statement, „ 1. LA ` ;maintained
(3) The permittee submitted notice of the upset as required in Part II, E3.(b)(2) of this general permit. representation, ar certification in any record ar other document submitted or required to be maintained (4) The permittee complied wit]; any remedial measures required under Part II, A?.of this general under this general permit, including monitoring reports or reports of compliance or noncompliance npliance
permit. shall, upon conviction, be punished by a fine of not more than $]0,000 per violation, or by
d. Burden of Proof imprisonment for not morn than two years per violation, or by both. ATTACHMENT: "1NSPECIION RECORD" FORM fA a nr
Tn any enforcement proceeding, the permittee seeking to establish the occurrence of an upset has the C ~ ~z
burden of proof. SECTION F: LIMITATIONS 1ZEOPENE]?< w ~
SECTION D: MONITORING AND RECORDS This general permit shall be modified or alternatively, revoked and reissued, to comply with any C m ~ tlt any ~ ~ ~ ~ $ k ~
applicable effluent gut reline or water quality standard r~ ued ar approved under Sections 302(b) (2) 9
1. presentative Sampling (c), and (d}, 304(b) (2) and 307(a) of the Clean Water Act, if the effluent guideline or water quality :r quality a ~ 0 ~ ~ a ~ a~
Samples collected and measnrements taken, as required herein, shall be characteristic of the volume standard so issued or approved: as a ~ 0
and nature of the permitted discharge. Samples shall be taken on a day and time that is characteristic a. contains different conditions or is otherwise more stringent than any effluent ant ~ ~ ~ iD ~ ~
of the discharge. limitation in the general permit; or b. controls any pollutant not limited hl the genera! permit. ~ vo~~
2. Penalties for Tampering The general permit as modified or reissued under this paragraph shall also contain any other ~ a er ® ~~WY
The Clean Water Act ovides that any erson who falsifies, tampers with, or knowingly renders re uirements in the Act then applicable. Pr P q O c . as •L N
inaccurate, any monitoring device or method required to br maintained under this giniral permit shall, N ~ s
upon conviction, be punished by a fine of not more than $14,000 per violation, or by imprisonment for SECTION G: EROSION AND SEDIMENTATION CONTROL PLAN c6~
not more than two years per violation, ar by both. If a conviction of a person is for a violation Waa~ 1 activities
committed after a first conviction of such prison under this paragraph, punishment is a fine of not The Clean Water Act requirements mandate that stornwater nmoff from various industrial activities tnore than $20,000 per dad of violation, or by imprisonment of not more than 4 years, or both, are regulated by the EPA's designated state NPDES agency. The Division of Water Quality has been ity has been
delegated responsibility for implementing this program in North Carolina. One area covered is ;ed is
3. Records Retention construction site stormwater runoff for project disturbing one or morn acres of land, North Carolina h Carolina V o ~ ¢ Q
The permittee shall retain records of a{I monitoring information and copies of all reports required by has had a statewide sediment control program since 2974. This program is implemented by the ythe JMaM Z
this general permit for a period of at least one year from the date of the final inspection by the Division Division of Land Resources. The Division of Water Quality partners with the Division of Land 'Land «i ~"t ~ Y+ J o ~ ~ s. ; r ~
Page I I of 15 Pages Page 13 of l 5 Pages ~ ~ U Page I S of I S Pages a c c~ ° W
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INSPECTI01~1 RECORD ~ ~ " _ a° ~ ~
Permit No. NCGO10000 Permit No. NCGO10000 FOR ACTIVITIES UNDER STORMWATER GENENERAL PERMIT NCG010000 * (12.29.69) w to Q J NCGOI0000
t2.29-09 12-24-09 12-29-09 PROJECT: MONITORING FOR THE WEEK BEGINNING o ~ ~
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of Land Resources, or the designated permitting agency, determining that the site is in compliance and Resources to implement a complete program for construction site coverage that includes state ake ! RA[NFALL: A rain au a shalt be maintained ansite and a record of the doll rainfall amounts shall be ke t. W p
has been stabilized with permanent ground cover. This period may be extended by request of the sedimentation control and NPDES stormwater control. The Division of Land Resources implements Director at any time. ° their control programs though an Erosion and Sedimentation Control Plan (the Plan) issued for each ~ lements ~ _ Il:i or Date: d for each Rainfall Amount inches ,~yr ~ F~-
construction site in the state disturbing one or more acres of land. A plan is required for each site by chsite by IaltiaLsi: ~ ~ U
4. Recording Results the Division of Land Resources or a delegated local government program. The NPDES Construction asttvcGon ASSESSMENT OF CONTROL MEASURES: All control measures must be inspected at least once per seven calendar days and within 24 hours after any storm Q Y+ ~ ~
Far each measurement, sample, inspection or maintenance activity performed or taken pursuant to the Stornwater perrlit (NCG410400) is attached to erosion and sedimentation control plan approvals. The trovals. The event of greater than 0.5 inches of rawer 24 hour eriod. = W ~ Z
requirements ofthis genera! permit, the permitee shall record the following information: pinnittei is responsible for abiding by the conditions of both of these documents. ~Measere Id~4ttifcatiou (i:e., Date o~f ~InIt181S iif Operative ~ ~ ~ _ Date ? ~ ~ ~ O
a. The date, exact place, and time of sampling, measurements, inspection or maintenance activity; The Erosion and Sedimentation Control Plan serves as a blueprint for the location, installation, and sittfeoce,sedimentpond, ; inspection ~ inspector Praperly'(XIN) COrC0C1:IVE' ~'~Ct10[15 Takftl r .Corrective: V U :ion, and sediment tra ,round cover I ~ Action Taken
h. The individual(s) who performed the sampling, measurements, inspection or maintenance maintenance of practices to controls erosion and sedimentation. Erosion and Sedimentation Control n Control ~ Z ii Y
activity; Plans are designed to meet the following basic objectives: ~ ~ W3
c. The date(s) analyses wire performed;
d. ' The individuals}who performed the analyses; 1) limit exposed arras,
e. The analytical techniques or methods used; and 2) limit time of exposure, f. The results of such analysis. 3) limit runoff originating upgrade, a ~ oc m=
4) identify critical areas that need additiona! protection
5. Inspection and Entry 5) control sedimentation to prevent off-site sedimentation, and ~~?w
The permitter shall allow the Director, ar an authorized representative (including an authorized 6) manage starmwater runofT'to prevent accelerated erosion of the receiving watercourse. STORMWATER DISCHARGE OUTFACES: All stormwater discha;g~ outfalls must be inspected at Least once per seven calendar days and within 24 hours ~ Y+ a Y
contractor acting as a representative of the Director), ar in the case of a facility which discharges after any storm event of eater than 0.5 inches of rain er 24 hour ertod. J ~ ~
through a municipal separate storm sewer system, an authorized representative of a municipal operator The Sedimentation Pollution Control Act of 1973 places a duty upon the Sedimentation Control }ntrol Storinwa'ter _ Date of IuitiaH; of is Erosion Seen Describe evtdeuce df nthet'paltutants discharging from tiie Otte such-as oil sheen, ~ ?w ~ Q
or the separate storm sewer system receiving the discharge, upon the presentation of credentials and .Commission to "develop recommended methods of control of sedimentation and prepare and make other documents as may be required by law, to; available for distribution publications and other materials dealing with sedimentation control r1d make Discharge Outfall Inspection Inspector - Near t)atfall? - dise'oloration, cement wa"stes; santtary~waste,'fertilizers, or tuel~or material. > ' vi/ .ol Identification w store a lcaka e.' ~ ~ ~ ~
a. Enter upon the permittee's premises where a regulated facility or activity is located or techniques appropriate for use by persons engaged in land-disturbing activities." Thr Sedimentation nentation li O Q
conducted, or where records must be kept under the conditions of this general permit; Control Commission and the Division of band Resources have adopted the North Carolina Erosion .Erosion Q ~
b. 14ave access to and copy, at reasonable times, aay records that rmust be kept corder the and Sediment Control Ptannin and Desi Manual as the document to provide that guidance for use g l;n J I" W Ice for use L U
conditions of this general permit; at all constructions sites in the state. The individual Erosion and Sedimentation Control Plans are ins are ~ ~r/ v? ~
c. Inspect at reasonable times any facilities, equipment (including monitoring and control developed based on this guidance and become a condition of the Division of Water Quality's 1's Z Q ~ N
equipment), practices, or operations regulated or required under this general permit; and Construction Stormwater General Permit. As provided in this permit, "Deviation from the approved d. Sample or monitor at reasonable times, for the purposes of assuring general permit compliance plan, or approved amendment to flee plan, shall constitute a violation of the terms and conditions of approved VISIBLE SEDIMENTATION AND14R STREAM TURBIDITY: Record corrective actions taken under "ASSESSMENT OE CON'['ROL MEASURES" iitiotts of above, ~ ~ ~ ~
or as othenvlse authorized by the Clean Water Act, arty substances or parameters at any this general permit." • Is there any visible sediment deposited in a stream, wetland or buffer? Yes _ No Date(s) DWQ contacted? _ ~ p
location. N
Please note that this construction NPDES Stornwater permit contains controls and requirements ments Is there any visible sediment deposited on adjacent propet~ty(ies)? Ye s ~ No _ Date (s) ~ ~
SECTION E: REPORTING REQUIREMENTS similar to the erosion and sidirmemt control plan, but also contains additional requirements. Thr ' Is there any visible decrease in stream clarity (increased turbidity-cloudy) because of a discharge?Yes No Date(s) Z W ~ ~
permittee is responsible for all requirements, 1. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical alterations SECTION H: NUMERIC EFFLUENT LIMITATIONS: Has all land disturbing activity been completed? (Y!N) Has the final permanent ground cover been completed & established? (Y/tr`)
or additions to the permitted facility. Notice is required only when: By this signature, I certify, in accordance with Part It Sec. B(10) of the NCGO 10000 permit, that this report is accurate and complete to the best of my knowledge, DRAWN BY
a. The alteration or addition to a permitted ,acility may inlet one of the criteria for determining This General Permit does not include requirements for numeric limits for discharges from constrvetion consttvction APR
whether a facility is a new source in 40 CFR Part 122.29 (b); or 5 sites. However, as spicifiid in the EffluentLimitatious Guidelines (ELG) published in the December ;December Signature of Pernt;uee or Desitmee: Date: CHECKED BY
b. The alteration or addition could significantly change the nature or increase the quantity of 1, 2009, Federal Re ester, any general permit for construction issued after the February 2, 2010 g pollutants discharged. This notification applies to pollutants that are subject neither to effluent implementation date must include the numeric effluent limitations provided in those Guidelines. ?010 _ :lines. RH
limitations in the general permit, nor to notification requirements under 40 CFR Part 122.42 Those {Tuidelines re wire effluent limits of 280 NTUs for construction sites with 20 or more acres by q i " A digital copy of this page can be downloaded from the Division of Water Quality web site. DATE re acres by
(a) (1). August 2, 2021 and for sites with 20 or more acres by February 2, 2014. (Those guidelines also s also 7-21-11
require immediate application of soil stabilization measures whirl activity on a sift is not rrsurmed for resumed for
Anticipated Noncompliance a eriod exceedin 14 days.) When this permit expires on August Z, 2011, the new constniction p g action SCAB
The permittee shall give advance notice to the Director of eery planned changes in the permitted facility general permit developed must contain these effluent limitations as established in the EPA ELG. or activity that may result in noncompliance with the general permit requirements. .ECG. 1" = 40' JOB N0.
10-032
3. Twenty-four Hour Reporting CAD FEE
a. The peimittee shat{ report io the central office or the appropriate. regional office any discharge 10-032-NPDES.dw
of stormwatrr that has insulted in visible sidimrnt being deposited in any stream or wetland or ~.DT GATE
7-21-11
Page 12 of 15 Pages page 14 of 15 Pages
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REVLSIONS BY
SHOD LANDSCAPINt~ CALCULATIONS
N+I,"aTES~ OTES~
INDIVIDUAL CALCULATIONS ARE SHOWN FOR EACH 100 LINEAR FOOT SHRUBS PROVIDED: 168 SHRUBS 1.
SECTION. CALCULATIONS ASSUME THAT IF 41" OF EXISTING TREE MATERIAL DECIDUOUS SHRUBS PROPOSED: 40 (23.8 CLEARING AND GRADING NOT PERMITTED IN
IS SAVED and 20 1 2" OF CREDIT EXISTS THE SHADE TREE AND EVERGR N C~RE~NI / EE SHRUBS PROPOSED: 128 (76.20 REENWAY EASEMENT.
UNDERSTORY TREE REQUIREMENTS OF 10.2059(E.2.a.1&2) ARE SATiSFlED NOTE: TREES MARKED WITH AN 'X' ARE NOT COUNTED AS SAVED IN THESE TREE PROTECTION FENCE TO BE INSTALLED
AND PER 10.2059(E.2.a.3), SHRUB REQUIREMENTS ARE REDUCED BY HALF, CALCULA110NS DUE TO CRZ ENCROACHMENT. UNDER PROVISIONS OUTLINED IN 10.2059(E.2.b.3). IF THE EXISTING TREE A~.,ONQ
MATERIAL IS NOT ADEQUATE TO MEET THE MINIMUM 20 1/2" PLANTED, .LONG GREENWAY BOUNDARY PRIOR TO
THEN ADDITIONAL TREE PLANTING AND FULL SHRUB PLANTINGS AR H WN ESO OMMENCEMENT OF ANY CLEARING OPERATIONS.
AND NOTED, AS REQUIRED.
~ \ ~ ~ / ~ ~ ~ /1 V ~ ~ / ~
P I I / ~ ~ 1 \ ~ \~v / ~ , ` / ~ 1
_ r' +~'-t----I- v N 5 49 v Or SAVED x 1/2 , I 14 ~V 8 ~ ICN ~ ~ ~ 50' RADIUS CIRCLE ~ ~ ~ ~ ~ ~ ~ j it II
03.5 a 104 CREDIT ~ ~ , / ~ 14 ~ QUIREMENT MET - - ~ ~ 7 ~ i = t ~ 1 - - , ~ (TYPICAL) , I ~ ~ ~ ~ I ~ ~
P i I ~ 1 ~ ~ ~ ~ ~ t ~ , I I ~ 1
1 I
~ ~ t i i i i / 1 't ~ ~ / /
z ~ / \ i A I I I 1 ~ ~ 1 ~ 1 A~ ~ ~ v "---L P ~ i~ ~ / t I 1 * - -.........,,.,c~,_„i ~ 1- L I 1F~S DRAMANG IS THE PR~ERTY
I 8P ~ ~ ~ A~ I \ i r I ~ / i IV t 1 ~ ICN ~ v ~ ~ ~ ~ IE OF THE ENaNEER AND MAY
~ N / t ~ / N r r ~ \i 1 I \ I 1 \ ~ 14 \ _ _ ` _ _ ~ / I NOT ~ USED~~i REPRODU(~D _ _ _ _ _ ~ ~ IMTNOUT EIS WRITTEN PERUIS~ON
M ~ I \ / \ \ 1 P ~ ~ ! / ~ 1 1 ~ I f I i \ \ / \ \ o (
1 ~ ~ ti I 1 / / 1 i \ T ~ / ~ ''C\ ~ / ~ gyp.
t ~ Q I~ i ~ ON \ i n 1 ~ 1 / / \ ~ ~ \ \
1 / 1 i i 1 \ 1 ~ \ ~ ~ / \ 3 P - ~ 'd' A / i ~ ~ / PER 100 L.F. ~ ~ ~ \ 1 I , - i t / / - \ / / ~ - - - f- ``~,,,,b _ , ~ , ~ UP ~ `~,a CAROB ~
84" SAVER x 1 /2 P \ I ~ ° t I ~ \ \ • ~ i / o ~
42 CREDIT a JVG3 \ i ~ ~ ~ ° i ~ ~ 1 1 ~ ~ \ \ _ ~ ~ r
REQUIREMENT MET ~ t / i~P \ ~ -1 Q't I l A , ~ 8 ~ MGL t r - ~ ~ ~ ~ r i~
I r n -
o / ~ \ , \ CAM3 ~ ~ ~ Q - ~ , ` :~Q yam/
' Q w i I l / i I / i \ ~ _
~ I I r .r i ( V A \ ~
~ I ~ i i - - I / ~ ~ t }t'
I ~ ~ ` I ~ N w ~ ~ i v
~ ~ ~ ~ 3 P v ~ i v _ ~ _ r I / ~ ~
(A u nr
$ i U ~ NS ~ / A~ v i~ / N ~ ~ / \ . A
~ / / ~ / ~ I~ / / V A V / /
W
~ \ / NS / ~ ~ \ , UPI i / ~~A~' ~ 1 ~ r / 2 \ I 1 I ~r~ ~ - \
8'~' / ~ ~ / I \ ~ \ 1 UP.' ~ ~ / PER 100 LF. ! / ~ i ` 1 / ~ - - - ~ ~ cJ~`
21 SAVED x 1 2= ~ - - - - \ ~ ~ ~ \ i_ / ~ ~ I
10.5 CREDIT i ~ ~ \ \ / ' . I - - 1 / 1 / I a ~
r ADa~1oNa. TREES PROVIDED 1 i~ - i \ ` ~ ~o _ p --~,~_r --350 ~ a
AS FOLLOWS: ~ I / 1-4" OAK CC(3) \ UP i _ ~ _ I O Q ~ ~ C ~ad
t 2 II ~ 1 3 REDBU0 \ , ~ - ~ ~ l ` L N Q)
16 SHRUBS ARE SHOWN I ~ i i t i - ~ ~ I ~I ~ r i - _ _ r _ - ,c g sm
TSIDE SHOD-2 YARD. ~ , ~ I p ~ / ~ QN 4 / ~ +m / r s _ ~ N' w a N
- _ _ / R _ / \
~ ~ r \ - t i ~ I \ / \ ~ / ~ I / li / _ _
~ t \ ~ t ~ j - ~ j -'i,~/ / ter' i
- -~tl_ - _ _ ~ ~ U°oooo Q s/
\ LJ3 1 / / ~ ~ \ 8 t ~ 111 I \ ~ ~
/ i ~ I I / t 1~' v 1~ ~ , I / ~ I ~ i v 1 1 1 i ~ fF~ ~ / i ~
~ ~ I i ~ \ - - E.I.P. P I ~ \ - ~ , i e ~~r - ~ / / 8 '340- `fir ~ ` L ? ~ Q
~ i II \ \ i a°`O U
~ t I ~ ~
/ t I ~ I I
r 1 I - , i 7 IG)V~3 ~ ~ a,
3 / - - .Q i _ 1 ~ i i 7 ~ ON j I Arno ~ _
/ \ U IGS3 1 _ ~ 4 ~ I ~ ~ ~ wN ~ J
11 ~ MC3 ~ ~ ~ / I ~ Q
t~', ~ i I _ ~ ~ 133 \ , 11 ti ~ ~ ~ ~ O 61~ o ~ ~
PER 100 LF. ~ / ~ ~ t I ~ ~ - - ~ - ~ ~ ~ ~
59 SAVED x 1 /2= ~ ~ I • , ~ ` -I ~ ~ l
29.5 or 30" CREDIT ~ - - - - - " - - ~ ~ REQUIREMENT MET ~ ~ " ~ ~ - ~ ' ` ~ I , I U
/ \ ..z ~ N$ I\ ~ ~ ~ ~ ~ W
/
/ ~ - / 20 S.S.E. c9 ~ MC3 ~ - J ~ / i ~ 20' S.S.E. R~ , VPT3 - - i !IN
. 8 ~ ~ SEE SHEET lSG _ _ _ _ _ _ - ~ ~ ~ ~ ~ 1 DETAILED PLANT ~E SHEET !SC-3 FOR pgRiAN \ , ~ \ I I /W~ )ETAIIED PLANT UST FOR ~o. ~ e~FF. ~ ~ / ~ P.,,, ~ / V O
TION POND SCREENING ,T cR I I ~ Y
~ i
' ..Q' ~ j A E 11 D I W~
-7 t /TIT R E t ~
v' /T/ -~'7 7- t ~ ~ / ~ J RYA N ~ -i I ~ t ~ -
~ ~ / ~ - ,~i / - - - ~
/ - /f . _ / - ~ - / Y ~
~ . ,l ~ ~ _ _ ..1~
PER 10o LF. - ~ . ~ - / .
/ / 33.5 a 34 CREDIT ~ ~ T / - - ~
~ rn / ~ REQUIREMENT MET ~ y/ i / / i~ - ~~i~ ~ ~ ~]-i - ~ ~ NI-o , ,iii, a z
/ / - - ~.1,
L- 1 , _ ~ ~ _ / ~ / / .f I ~ ~y;~~ii~ _ I III ~ F , I, , i~~ W O W %y~ III ~ ~ > ~ . ~ , a H
~,C- ~ ~ / / ~ - / /
~ /
/ / • L ~ c / , ~ T \ Z--~ ~ / / ' I ^ 1 /1 J ~ I III ~ ~ N
MC3 ~ ~ ~ ~ ~P B ~ ~ / 8
4 _ ~ ~ ~ - ~ I I I I ~ ~ N ~ /r/ l\ 1 I I II ~ ~ .iii.
_ __..ls--- , - , ,
o ~ C3 PER 100 LF. ~ _ _ \ _
~ 139" SAVED x 1/2= ~ ~ ' - ' _ t I III - ~ t I, Ijd3 _ _
69.5 or 70 CREDIT - / \ - \ ~ - 7 x REQUIREMENT MET ~ / \ 7 - ` IGS3 ~ ~ ~ ~ - t ~ - ~ ~ ~ I I
\ ~ v ~ / ~
~ ~ T u-~ ` ~AwN eY /per. \ ~ ~ BAM
V A P LAN IN LI T 0 t~lEq(ED BY
GRASS REPORT :v RH
KEY BOTANICAL NAPE OWIDN NAY IANTITY TYP N IGNT Cp AD A IP R QPA IN IETHdf DUG REYARK,~ DATE
MIS3 NISCANTHUS SINENSIS 'GRACILLIMUS' MAIDEN GRASS 15 GRASS 24"-30' 24" - 42' O.C. PIT 3 Gkl WEII DEVELOPED GRAPHIC SCALE o~-21-~~
SEE SHEET LSC•3 FOR SHOD SHRUB REPORT LANDSCAPE PLANT SCHED SHOD Sr~LE
ULE - KEY BOTANICAL NAPE COMMON NA DU uTITY TYP N IGNT SPRE e C PIPER SPICING METHOD DUG REYARKC 'I~Q~.~ TREE PLAN NOTES: ~ ° ~s 30 so t20 1 ° = 30'
3 CAM CALLICARPA AMERICANA BEAUTYBERRY 9 SHRUB 24' 18' - S' PIT 3 GAL WEII D€VELOPED -ANY LANDSCAPE PLANTING AREA WITH A SHADE TREE SHALL ,qg Np, 8E AT LEAST 350 SQUARE FEET PER TREE INSTALLED. 10032
ICN3 ILEX CORNUTA 'NEEDLEPOINT' NEEDLEPOINT HOLLY 117 SHRUB 24-30' 18-24" - 3'"O.C. PIT 3 GAL WELL DEVELOPED LJ3 LIGUSTRUM JAPONICUM RECURVE LIGUSTRUM 25 SHRUB 24~ 18' - 48 O.C. PIT 3 GAL WELL DEVELOPED -SCREENING MATERIAL FOR DUMPSTER IS TO MATCH BUILDING ~ IN ~ ~
s LJH3 LIGUSTRUM JAPONICUM'NOWARDii' VARIEGATED LIGUSTRUM 75 SHRUB 24 24' " - 48" O.C. PIT 3 GAL WELL DEVELOPED VEHICULAR SURFACE AREA LANDSCAPING LOR3 LOROPETALUM CHINENSE 'RUBY' RUBY IOROPETALUM 41 SHRUB 18-24 i8-24 - 48" O.C. PIT 3 6Al WEII DEVELOPED MATERIALS. OAp ~ -IF SHRUBS IN THE 10' DETENTION POND ACCESS EASEMENT 1 inch = 30 fi» 10032-LSC.DWG
MC3 MYRICA CERIFERA SOUTHERN WAX MYRTLE 57 SHRUB 24' 24' - 4' O.C. PIT 3 GAl WEII DEVELOPED VPT3 VIBURNUM PLICATUM TOMENTOSUN 'SHASTA' SHASTA VIBURNUM 13 SHRUB 18-24' 18' - AS SHOWN PIT 3 GAL WEII DEVELOPEO NEED TO 8E REMOVED FOR ANY REASON, IT IS THE OWNERS PLOT DATE
o VR VIBURNUM RHYTIDOPHYILUM 'ALLEGHANY' ALLEGHANY VIBURNUM 22 SHRUB 18-24" 18' - AS SHOWN PIT 3 GAL WELL DEVELOPED RESPONSIBILITY TO REPLANT THE SHRUBS IF DAMAGED.
1. MINIMUM REQUIRED TREES: n-r n~ a ~
i <<< TREE REPORT 186,371 S.F. PAVEMENT/ 2,000 93.36 OR 94 TREES N VI-41-11
KEY BOTANICAL NAME COMMON NAME QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING METHOD Duo REMARKS 2. TREES PROVIDED: 94- 2" CALIPER TREES ALL C ALL CONSTRUCTION SHALL BE sHET
3. MINIMUM REQUIRED SHRUBS: AR ACER RUBRUM OCTOBER GLORY RED MAPLE 8 TREE 8-10' B-8' 2-2.5' AS SHOWN PIT B & B WELL DEVELOPED IN AC
i MGL METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD 1 TREE 8' 4-6' 2' AS SHOWN PIT B & B WELL DEVELOPED 186,731 S.F. PAVEMENT/ 500 373.46 OR 374 SHRUBS NS NYSSA SYLVATICA'WILDFIRE WILDFIRE BLACK TUPELO 21 TREE 10-12' 8-10' 2.5-3' AS SHOWN PIT B & B WELL DEVELOPED 4. SHRUBS PROVIDED: 374 SHRUBS CITY IN ACCORDANCE WITH ALL 24 HOUR CONTACT
PC PISTACIA CHINENSIS CHINESE PISTACHE 6 TREE 8' 6' 2' AS SHOWN PIT B & B WELL DEVELOPED QN QUERCUS NUTTALL I I NUTTAL OAK 31 TREE 12-14' 8' 2.5-3' AS SHOWN PIT B & B WELL DEVELOPED 5. DECIDUOUS SHRUBS PROPOSED: CITY OF RALEIGH STANDARDS WILLIAM HAMRICK LSC=2
37 (9.8X) C QPA QUERCUS PALUSTRIS PIN OAK 3 TREE 12'-14' B' 2.5~ AS SHOWN PIT B & B WELL DEVELOPED AND ~ AND SPECIFICATIONS. 770-474-4346
QP QUERCUS SHUMARD I I SHUMARD OAK 6 TREE 12' -14' 6' -8' 2.5 AS SHOWN PIT B & B WELL DEVELOPED EVERGREEN SHRUBS PROPOSED: 337 (90.2X) U ULMUS PARVIFOLIA CHINESE ELM 18 TREE 8-10' 6-8' 2-2.5' AS SHOWN PIT B t B WELL DEVELOPED 0 SHEETS
J

REVISIONS BY
- LI T LANTIN P H D SHOD LANDSCAPING CALCULATIONS
INDIVIDUAL CALCULATIONS ARE SHOWN FOR EACH 100 LINEAR FOOT sNRUe REPORT
" KEY BOTANICAL NAIL COMMON NAPE QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING METHOD DUG REMARKS.. SECTION. CALCULATIONS ASSUME THAT IF 41 OF EXISTING TREE MATERIAL
" CAM CALLICARPA AMERICANA BEAUTYBERRY 24 SHRUB 24' 18' - 5' PIT 3 GAL WELL DEVELOPED IS SAVED and 20 1/2 OF CREDIT EXISTS, THE SHADE TREE AND ICN3 ILEX CORNUTA'NEEDLEPOINT' NEEDLEPOINT HOLLY 8 5HRU8 24-30' 16-24' - 5' O.C. PIT 3 GAL WEl4 DEVELOPED L DEVELOPED L DEVELOPED
UNDERSTORY TREE REQUIREMENTS OF 10.2059 E.2.a.1&2 ARE SATISFIED JVG3 JUNIPERUS VIRGINIANA'CREY OWL' GREY OWL JUNIPER 32 SHRUB 24-30' 18-24' _ 5' O.C. PIT 3 GAL HELL DEVEL~ED L DEVEL~ED L OEYELOPED
( ) LJ3 LIGUSTRUN JAPONICUM RECURVE LIGUSTRUN 8 SHRUB 24' 18' S' O.C. PIT 3 GAL WEII OEYELOPED ANO PER 10.2059(E.2.a.3), SHRUB REQUIREMENTS ARE REDUCED BY HALF, LORI LOROPETALUM CHINENSE 'RUeY' RUBY LOROPETALUM 24 SHRUB 24-308" 18'30• - - 5' O.C. PIT 7 GA~i. WELL DEVELOPED L DEVELOPED L DEVELOPED
MA7 MAHONIA AW IFOl1UM OREGON GRAPE 18 SHRUB 24' ~i UNDER PROVISIONS OUTLINED IN 10.2059(E.2.b.3). IF THE EXISTING TREE Mc3 MYRICA CERIFERA SOUTHERN WAX MYRTLE 32 SHRUB 24' 24' - 5' O.C. PIT 3 GAL WELL.. DEVELOPED 4 DEVEIa+ED l DEVELOPED
VPfl VIBURNUM PLICATUM TOMENTOSUM 'SHASTA' SHASTA VIBURNUM 18 SHRUB 24" 24' - 5' O.C. PIT 7 GAl WELL DEVELOPED MATERIAL IS NOT ADEQUATE TO MEET THE MINIMUM 20 1/2" PLANTED, VR7 VIBURNUM RHYTIDOPHYLIUM AlLEBHANY' ALLEGHANY VIBURNUM 8 SHRUB 24-30" 24' S' O.C. PIT 7 GAL NEIL DEVELOPED L DEVELOPED
THEN ADDITIONAL TREE PLANTING AND FULL SHRUB PLANTINGS ARE SHOWN
AND NOTED, AS REQUIRED. TREE RfPORi
SHRUBS PROVIDED: 168 SHRUBS KEY ROTANICAt NAVE COIg1ON NAME QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING METHOD DUC REMARKS.. DECIDUOUS SHRUBS PROPOSED: 40 (23.80 CC(3} CERCIS CANADENSIS REDBUD 2 TREE 8-10' 8' 3' AS SHOWN PIT B 3 B WELL OEVEIOPED 8KS_
EVERGREEN SHRUBS PROPOSED: 128 (76.2 CCA GARPIlRlS CARtx.INIANA IRONWOOD i TREE 10-12' 8-8' 2-2.5' AS SHOWN PIT B k 8 WELL DEVELOPED L DEVELOPED l DEVELOPED
' ' NTED AS SAVED IN THESE 12) MAGNOLIA GRANDIFLORA 'CLAUDIA YMNNAMAKER' WANNAMAKER MAGNOLIA 2 TREE 14' 18' 8210' 4-4.5" AS SHOWN PIT B !t B WELL DEVELOPED NOTE: TREES MARKED WITH AN X ARE NOT COU 4) QUERCUS NUTTAII I I NUTTAII OAK L DEVELOPED L DEVELOPED
by.b or /U l~ttUll CALCULATIONS~D -1~A'-C OACHMENT. ' ` \ p--'"'"' ° ~ ~ ~IGS3 _ `
I T MET Z ' .-_5 REQU REMEN ~ \ \ ~ ~ \ .y / ~ -
W>• ~ e T ` /
~ / ~ ~ ~ ~ P \ ` / 'b ~O~ I I ~ \
~ V ` _ MC3 ` ~ ~ _r_ 17 108 ~ ~ ~ ~ / \
~ ~ I ~ ~ A
g ~ Al ~ €ASEMENT \ ~ ` ~ d\ \ y \ THIS DRAW~IG IS 1HE PROI~RTY
\ ~ ~ `z - - - Al / LJH3 \ ' ~ ~ ~ ~ \ ! _ \ ~ _ _ _ ~ ~ THE ENgNEER ANO IrIAY
7 - 3 / ~S2 / 5 , ~ ~ , ~ - - ~ ~ ~ ~ ` NOT BE USED OR REPRODUCED
5 M _ _ , ~ - - ~ QN ~ ` ~ . \ ~ WiHOUT HIS M~ITIEN PERM~SION r~ _
a} ~ - ~ - - - - ~ LJ3- A r Ir ~ r l 1 \ ~ _ ~ t ~ ~ _ ~ b
MG 12 ~ A - ~ - _,_1 ~ ~y r r / ~
~ 1 \ \ ~ ~ 10' ACCESS ~ r r \ ~ \ ~ / / ~ 9 % ENT ~ r
\ - - JVG3 ~ ~ UP a _ \ \ y~ ~.~Q t r CCA ~ 16 t ' - - / \ \ r r I o~ ti i
3 ~ _ / \ ~ qi q r ~ ~ ~ 1 1 / QN \ R \ ~A
_ ~ / Ns _ 2 SAVED x 1/2 ~ MIS3 / NS \ i - ~ / ~ r r '
" CREDIT 15 OPA ~ \ 1 \ _ _ _ - - / ~ ~ ~ , 1 I ~ / / ~ A,~ 2 1/2 ADDITIONAL TREES ~ - ~ ~-----'O \ / ~ ~ 1-,
OVIDED AS FOLLOWS: ~ i r ~ ~ ~ ~ 1 - 1 , i v v 9y v v
-4 OAK 1 ` ~ I 13 i " ~ I ~ i ~
t-4 MAGNOLIA ~ ~ i , I ~ ~ " I ~ l ~ I _ i~ t-3 REDBUO • ~ \ ~ - - 8R3 ~ i ~
1 2 IRONW000 ~ / - / ~ ~ I ~ , ~ / / / \ a ~ / ~ ~ ?nnuuu
6 SHRUBS ARE SHOWN ~ \ LJ3 / \ LJH3 Ir ~ ~ / ~ ~ \ I r, i
E.I.P. / R , 7 - ~ / _ _ I \ Nsl 1'~DE 1HE SHOD-2 YARD \ / ~ ~ ' y 1 r ~ ! _ NS 1
\ ~ \ / h - / Q G "
\ QPA ~ \ (
0 / ~ 1 ~ N3 l ~ i ~ I ~ A ~ VPT7 ~ ~ \ ~r~
S ~ 7 rT 1-l r-
• ~ ~ - ~ r r i O [ J 6N
- ~9 / r / ~ VP I I i t l i 7' ~ ~ ~ ~ ~ LOR +rA~C~ So \ ~ , \ ~ ~ \ Aiy o sN Q1 Q
~i' ~ - ~ L03 \ I 1 i / \ 0 7 - 3 / ~ ~ ~ I e
\ A \ \ - ~ r` - - ~ / - q
~ ~ t2 \ \ ~ \ _ ~ ~ \ LQ., \ / \ ~ ~ MC3
~ / / \ ~ ' \ \
PER 100 L.F. LL 3 / ~ - - ~ \ r ~ NS Y ~ ~ / i 1 1~? ~ I ~ r ~ 0
135 x 1/2 ~ _ y ~ R ~ I t uP I V
67.5 or 68 CREDIT ~ _ ~r ~ 1 REQUIREMENT MET CSC CAM P 2 I _ _ ' S } / / 50' p wsNF 9JH3 ~ ~ \ ~ ~ ` ~ \ \(SYP AI
' 6' 8 r ~ 1 ~ - I NS ~ \
s ~ Q i ` + ~ ~ ` I - \ \ I ~ I 1 ~ ~ - ~ -
`,-1- RO ~ \ \
6 \ / I 1 v g j 1 1 ~ ~ o Z
~ l1 / - \ \ ~ \ ~ a I Q ` ~ n
\ \ \ 1- ~ \ P-- P ~ \ ~
- h / ~
1 p @ ~ //rT1~ car W ~
E.I ~ ~ - TREE PLAN NOTES: ~ ~ . ~ ~ ~ ~ I 1/ ~ ` ~
-ANY LANDSCAPE PLANTING AREA WITH A SHADE TREE SHALL - 1 P ~ i BE AT LEAST 350 SQUARE FEET PER TREE INSTALLED. PER 100 LF. _ i
" / -SCREENING MATERIAL FOR DUMPSTER IS TO MATCH BUILDING 114 x 1/2= _ 1 ~
MATERIALS. 55 CREDIT 7 ~ _ _ _ _ r ~ ~ ~ UP X\ ] rn o ~ C7
-IF SHRUBS IN THE 10' DETENTION POND ACCESS EASEMENT REQUIREMENT MET / ' / / NEED TO BE REMOVED FOR ANY REASON, IT IS THE OWNERS 0 ~ / ~ f
8 / ~ ~8 i RESPONSIBILITY TO REPLANT THE SHRUBS IF DAMAGED. \ 1y ~ ~
• t ® y / ~ r ~a
_ ~ ~ ~ / / , \ ~ `
ALL CONSTRUCTION SHALL BE /
uP ti ~ ~ -
IN ACCORDANCE WITH ALL CITY S o ~ , PT7 ~ / s /
OF RALEIGH STANDARDS AND PER too LF. 2 , ~ $ " : ~0 6 LOR3 ~ 129 SAVED x 1/2 0 1 ~ M ` \ \ \ / \ / ~ 1i ~
•0 3 , 7 1 SPECIFICATIONS. 84.5 or 65 CRmiT
RE REMEt'IT MET ~ ~ 2 LJH3 I ~ \ 0 59 e ~
P ~ \ 59 I 2 ~ ~ 6 / ~ \ \ ti ~ ~ \ \ ~1 ` W ' Y

1 NOTES. / r p 1 \ ~ 4 ~ II ~ 7 ~ ~ . 3 \
1. CLEARING AND GRADING NOT PERMITTED ~ P \ ~ \ ~ i 1 m=
/ so /
EENWAY EASEMENT. ' t G / IN GR r 3
2. TREE PROTECTION FENCE TO BE o CAM / ,
8 / INSTALLED ALONG GREENWAY BOUNDARY ~ ~ \ ` 1 p `1 \ I ~ I 1
PER 100 L.F. ~ G/ ~ 1 ICN3 V vv ~ ASV JVG3 I A8 I / ~
PRIOR TO COMMENCEMENT OF ANY s2" sA~ x 1/2= _ _ _ ¢o' 8 48' CREDIT ~ \ ~ 1` I J o
CLEARING OPERATIONS. ~RF 2 I~QUIREMENT MET ~ ~ , s,~r
E.I.P. ` VR7
8 $ 15 - ~ 1 0. ~
NT T PLA LI REENIN P TER D M CAM 0/ 6 ~P \ 3 0 4 5 ~ V y o
TREE REPORT \ ~
KFY BOTANICAL NAME COMMON NAME QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING METHOD OUG REMARKS_ N ~ ~ 7 ° ~ ~ ~ t fi 1 ~
WELL DEVELOPED f INSB ILEX X NELLIE R. STEVENS NELLIE R. STEVENS HOLLY i TREE 8'-8' 4' - AS SHOWN PIT 8 R 8 ~
W ~ 2g ~ >g3 ~ ~ ~ / 8~~ 1 4 1 4P 3 1 z Q N
SHRUB REPORT / PER 100 L.F. ~ ~ 7~ ~ ~ I }1 1 3 1 0 ? i ~ J
88" SAVED X 1/2= s w~ ~ \ ~ 1 1 i 1 ~
v A LL DEYEL ED 44" CREDIT AEL3 ASPIDISTRA ELATIOR YARIEGATEDPLIGUSTRUM 82 SHRUB 24" 24" - 46' O.C. PET 3 CAL WELL DEVELOPED fB:QUIREMENT MET LJH3 LIGUSTRUN JAPONICUM 'HOWARDII' R 10 , 0. 1 ~ i i II 11 I I ~ A,,~
< LOR3 LOROPE?ALUM CHINENSE 'RUBY' RUBY LOROPETALUM 2 SHRUB 18-24` 18-24` - 48' O.C. PIT 3 CAL NEIL DEVELOPED I OFRB OSMANTHUS X FORTUNEI FORTUNE'S OSMANTHUS 1 SHRUB 8' 4' - AS SHOWN PIT B R 8 WELL DEVELOPED 1 J
~ ~ 1 1 I I ~ O 1 i I I i DRAWN BY
VINE REPORT J PER 100 L.F. ~~H~• ~ .I.P. ~ ' 1, I , , BAS
KEY BOTANICAL NAME COMMON NAME QUANTITY TYPE HEIGHT SPREAD CALIPER SPICING METHOD DUG REMARKS_ 85" SAVED X 1/2= N g~ °~g~ „ - 1 , , ~ 9 CHECKED BY
PART3 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 VINE 38' - - AS SHOWN BED 3 GAL HELL DEVELOPED 42.5 OF 43" CREDIT
DETEN110N POND PLANTING: REQU~tEMENT MET 194 PROPOSED SHRUBS ~ PER 100 LF. DATE
IN LI T NT P ND PLA TI N DETEN ~ 48 DECIDUOUS (24.79) 73" SAVED x 1 /2= PER 100 LF. E. ~ , ~ ,
c Ass REP RT 146 EVERGREEN 75.39 ~ ( ) ~ 36.5 or 37" CREDIT 94" SAVED x 1/2= 07-21-11 REQUIREMENT MET 47" CREDIT PER 100 LF. ~E
KEY BOTANICAL NAME OYYON NAME QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING METHOD DUG REMARK REQUIREMENT MET 82" SAVED x 1/2= 1° = 30'
~ . MIS3 MISCANTHUS SINENSIS GRACILLIMUS MAIDEN GRASS 3 GRASS 24'-30' 24' - 42" O.C. PIT 3 GAL WELL DEVELOPED s 41" CREDIT ,LOB N0. REQUIREMENT MET
TREE REPORT 10032
3 CAD FlLE
KEY BOTANICAL NAVE COMMON N 11E QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING I~THOD DUG s INSB ILEX X NELLIE R. STEVENS NELLIE R. STEVENS HOLLY 1 TREE 8'-8' 4' - AS SHOWN PIT B W B WELL OEVEIOPED 10032-L3C.DWG
108 ILEX OPACA-FTG AMERICAN HOLLY 5 TREE 8-10' 8-8' - AS SHOWN PIT B k 8 WEII DEVELOPED PEOT DaTE
:v
O ttt SHRLIR REPORT . ~ ? 07-21-11
o KEY BOTANICAL NAME COMMON NAME QUANTITY TYPE HEIGHT SPREAD CALIPER SPACING METHOD DUG REMARKS UN"HIU ;5UALB SHEET
30 ° 15 30 so 24 HOUR CONTACT lir
CA3 CLETHERA AINIFOLIA SWEET PEPPERBUSM 'RUBY SPICE' 13 SHRUB 24' 18' - 3.5' PIT 3 GAL WELL DEVELOPED 30 ICN3 ILEX CORNUTA'NEEDLEPOINT' NEEDLEPOINT HOLLY 17 SHRUB 24-30' 18-24' - 3' O.C. PIT 3 GAL WELL DEVELOPED SEE SHEET LSC-2 FOR VEHICULAR
o IGS3 ILEX GLABRA 'SHAMROCK SHAMROCK HOLLY 18 SHRUB 24' 18' - AS SHOWN PIT 3 GAL WELL DEVELOPED j ITV3 ITEA VIRGINICA VIRGINIA SWEETSPIRE 32 SHRUB 18-24 18' _ 42' D.C. PIT 3 GAL WELL DEVELOPED WILLIAM HAMRICK LSC=3
m LJ3 LIGUSTRUM JAPONICUM RECURVE LIGUSTRUM 9 SHRUB 24' 18' 48' O.C. PIT 3 GAL WELL DEVELOPED SURFACE AREA LANDSCAPING LJH3 LIGUSTRUM JAPONICUM 'HOWARDIV VARIEGATED LIGUSTRUM 21 SHRUB 24' 24' - 48' O.C. PIT 3 CAL WELL DEVELOPED ` Di FM 770-474-4546
LOR3 LOROPETALUM CHINENSE 'RUBY' RUBY LOROPETALUM 28 SHRUB 1824' 18-24* 48' O.C. PIT 3 GAL WELL DEVELOPED CALCULATIONS AND PLANT LIST c MC3 MYRICA CERIFERA SOUTHERN WAX MYRTLE 35 SHRUB 24" 24' - 4' O.C. PIT 3 GAL WELL DEVELOPED 1 inch - 30 &
OFRB OSMANTHUS X FORTUNEI FORTUNE'S OSMANTHUS 8 SHRUB B 4' AS SHOWN PIT 8 & 8 WELL DEVELOPED VR VIBURNUM RHYTIDOPHYLLUM 'ALLEGHANY' ALLEGHANY VIBURNUM 8 SHRUB 18-24' 18' - AS SHOWN PIT 3 GAL WELL DEVELOPED OF SHEETS
L

TREE :TINE YARD PLANTING LIST ~~~5 BY
~'Y BOTANICAL NAIL GQ6YION NANE
QC(8) WERCUS COCCINEA SCARLET OAK SCARLET OAK 12 TREE 20' 14' 8' AS SHOWN PIT SPADE WELL DEVELOPED
' ^ ~ ~ ~ v l ~ / ~ ' ' i ' / - - - ~ I 15 FT. STREET PROTECTIVE YARD ~ ,1 IXI ~IVE YARD
TIN , / / / / ~ , ~f / I + I I / / ~ ~ , / .r
/ / , ~ I / / ~ ~ / / I e r / / ~ / / - ~ i ~ ~ , 1. MINIMUM AREA REQUIRED: 562.5 R/W X 15 / / / - I / 8,437.5 S.F.
,r / j~ ~ 2. AREA PROVIDED 8,437.5 S.F.
/ / ~ / / ~ ~ - - ~ ~ \ / l" ` i I ~ 3. MAXIMUM IMPERVIOUS AREA ALLOWED. 0.15 X 8 437.5 S.F. / / 8,437.5 S.F. 1,265.63 S.F.
T / ~ / ~ / ~ ~ 4. IMPERVIOUS AREA PROPOSED DRIVEWAY & SIDEWALK y~ / \ ~ / / i IDEWAIK) 958 S.F.
/ ~ 1 / ~ ~ ~ ` / - - / 5. MINIMUM TREE RE IREMENTS: 562.5 R 50 QU ~ ~ \ / / ~ „ 50' 11.25 TREES
/ , L ~ / 9 f / ~ / / / 11.25 TREES X 6 CALIPER EE / / ~ ~ ~ / " / 67.5 CALIPER INCHES
/ ~ / / / 1 t 6. TREES PROVIDED: 12 TREES X 6 CALIPER TREES / ~ ~ / / ~ / ~ / / / t I EES 72 CALIPER INCHES
\ / / \ / ~ I P. / y. y ~ / , / 1 /
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II . / 1 / / \ / / / / ~ ~ / / / / ~ ~ ~ NUT BE USED~t~t REPROOUt~D
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1 ~ / l W / N ~ I / / ~ / 1 / I ~
~ I r~ / / / ~ \ / II W ~ / r , I z ~ ~ PART3 7 \ ~ ~ T \ o~~ Z i ~ ~ ~
1 / / I / / ~ / i I I / AEL3 / / i a / / 1 f ! I I / / 8 AEL3 ~ ~ N m 8 LOR302 \ ~ \ ~ ~ ~ ~
~ ~ ~ I ~ ~ / / / / / + ~ ~ ~ ~ / II it / ~ / /
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~ / ~ q - ~ / / N ~ ~ / / Cp / / I / 0 ~L + t ~ / / / / ~ / / q~roR _ - y . 1NS6 ~ MEET LSC-3 FOR r ~ ~ - \ ~ ~ i ~
I s a / /y ~ I i / / / I ~ ~ I / / \ / I DETAILED PLANT UST FOR ~ ~ W U
i / / ~ i / ~ ~ / I r / ~ / / / ~ DUMPSTER St~EENING rrl , ~ ~ ~ ~ , - ~ - - ~ ` ~ ~
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/ / - I / + ~ / i / / / _ AREA „j 1 } ~ ~TI / M = t ~ T W
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= i ~ i I ! / / 1 I I 1 t W i I I ~ / / s I I iii ~~i T ~ i ~ y ~ ~ 3 J ~Ti i T T T
4P 3 I ~ r I ~P I / ~ / I ~ ~ 1 + + ! / I
+ / / 1 I I A I / / ~ ~ / / t a I /
I + + I / / ? / i I / ~j ~ T r r r INtAWN BY
~ I ! + I / / / / / ~ s I i I I I + ~ PER 10D' L. / / " a; I I I + ..J » / / BAM
I + 61 SAV,~ 2~ I I I / / / / / / / , CHECKED 8Y
I 31.5 or I 1 I / / I I I ~ REQUIR T / PER 100 LF. ~ / / / / / ~
8 / / / i + I Q•0•~ s4 SAVED x 1 2= I 3 / / TREE PLAN NOTES: RH
A f Y, N 8 32 CREDIT / / ALL CONSTRUCTION SHALL BE I g 8 ~E -ANY LANDSCAPE PLANTING AREA WITH A SHADE TREE SHALL DATE BE AT LEAST 350 SQUARE FEET PER TREE INSTALLED. 07-21-11
S REQUIREMENT MET .o' IN ACCORDANCE WITH ALL o ~L -SCREENING MATERIAL FOR DUMPSTER IS TO MATCH BUILDING
MATERIALS. 1" = 30'
ITY F RALEI H STANDARD c a G s s BARDS -IF SHRUBS IN THE 10' DETENTION POND ACCESS EASEMENT NEED TO BE REMOVED FOR ANY REASON, IT IS THE OWNERS JOB N0.
T AND SPECIFICATIONS. PER 100 l.F. RESPONSIBILITY TO REPLANT THE SHRUBS IF DAMAGED. GRAPHIC SCALE too32
3 125" SAVED x 1/2= CAD FlLE
82.5 or 63" CREST REQUIREMENT MET ~o o ~a ~ eo X20 10032-LSC.DWG
NOTES.
D RADIN N 1. CLEARING AN G G C NG NoT PERMITTED IN ploT DATE
. \ 07-21-11
OREENWAY EASEMENT k in rrwi SHEET
SEA SHEET LSC-2 FOR VEHICULAR 2• TREE PROTECTION FENCE SURFACE AREA LANDSCAPING ALONG GREENWAY BOUNDAR COMMENCEMENT NCE TO BE INSTALLED 1ch = 30 n
4DARY PRIOR TO 24 HOUR CONTACT LSC=4
If CLEARING OPERATIONS. WILLIAM HAMRICK
CALCULATIONS AND PLANT LIST OF ANY CLE 770-474-4346
L sHEETs J

THE AREAS SHOWN ON THE RECORDED PLAT INDENTIFIED AS NEUSE RIVER RIPARIAN NOTESi BUFFER SHALL BE MAINTAINED IN PERPETUITY IN THEIR NATURAL OR MITIGATED RENSf01~IS BY
TREE Ct?NSERVATION HO' CONDITION. NO PERSON OR ENTITY SHALL FlLL, GRADE, EXCAVATE, OR PERFORM ~I. CLEARIHG AND GRADIN G NOT PERMITTED IN TION ROTES Tree Conaervatlon Plan Data Sheet (Refer To Ordinance TC•7-04 And User's Manual For Instructipns)
ANY OTHER LAND-DISTURBING ACTIVITIES; NOR CUT, REMOVE, OR HARM ANY 1. AREA REQUIRED VEGETATION; NOR CONSTRUCT ANY STRUCTURES NOR ADD ANY ADDITIONAL GREENWAY EASEMENT.
20.73 ACRES (SITE AREA) X 0.1 (1096) IMPERVIOUS SURFACE, NOR ALLOW ANIMAL GRAZING OR WATER OR ANY OTHER 2. AREA PROVIDED 2.073 ACRES Project Name: BRIER CREEK III APTS. Total Site Acres: 20.73 ACRES
AGRICULTURAL USE ON SU H P 2. TREE PROTECTION FEN~a C ROTECTED AREAS WITHOUT WRITTEN AUTHORIZATION CE TO BE INSTALLED A. PRIMARY TREE CONSERVATION AREA (T.C,A.)
FROM NC DIVISION OF WATER QUALITY IN ACCORDANCE WITH THE RIPARIAN BUFFER ALON RE G G ENWAY EOUNDARY P 1. NEUSE RIPARIAN BUFFER zoNf PROTECTION R R I O R T O 2 Number Percent 0.55 ACRES otwcree to Tract
ULES (15A NCAC 28.0233 OR .0259). THIS COVENANT IS TO RUN WITH THE LAND, AND SHALL BE BINDING ON THE OWNER, AND ALL PARTIES COM'MENCEMENT' 2. 25 FT. WIDE SHE-2 YARD 0.95 ACRES (1) Primary Tree Coraervatbn Areas
OF ANY CLEARING OPERATI N O S ¦ 3. CITY OF RALEIGH VARIABLE WIDTH GREENWAY f CLAIMING UNDER IL TREE EENWAY TREE CONSERVATION AREA 1.45 ACRES (a1) SHOD i Yards
LESS SANITARY EASEMENTS LESS FUTURE GREENWAY TRAIL (691'x25'=17,275 ~ 0.4 0.10 ACRES (a2}SHOD 2 Yards 0.95 AC. 4.58% 17,275 ~ 0.40 AC.) 0.40 ACRES (a3) SHOD 3 Yards
3. TOTAL CITY OF RALEIGH GREENWAY EASEMENT SEMENT 0.95 ACRES
TOTAL PRIMARY T.C.A. X111 2.45 ACRES (a4) SHOD 4 yards
1 111 1 11 1 1 3. 1 11 1 1 TH 1 E 2.45 A 1 CRE T..A. 1 C PROVIDED EXC 1 EEDS TH E MINIMUM REQI ¦ ¦ ACRES. THE TREE CONSERVATION AREA REQUIREMENT IS THE MINIMUM REQUIREMENT OF 2.073 (a5}Thoroughfare District Yards
® Ea.P NZEMENT IS THERffORE SAl1SFIED. (as) Conservation Management District (a7}Metro Park Overlay District
¦ (a6) Condtional Use Zoning Tree Save Areas
\ l 11 1 1 1
1 11 1 \ 11 11 11 111 111 111 11 111 11 111 11 1 1 1 1 4 W 868.47' I' 11111111 1 1 1 1 1 1 1 1 111 / 1 1 1 1 11 (a90) Other Required Tree Save Areas By Re-zoning Or Other conditions
¦ \ ¦ (b) Champan Trees including their Critical Root Zones
¦ (c) Zone 2 of Neuse riparian buffers 0.55 AC. 2.65!
N ¦ (d) Areas with slopes of 45% or more adjacent to or within thwdways
® ~ i ~ ~ Subtotal of Primary Tree CoMenatlon Areas: 1.50 AC. THIS DRAWING IS 1HE PROPERTY
\ ¦ ~ \ CJ 1 ® a ~ Y , OF THE ENgNEER AND NAY
,1 \ ~ ~ t3nenway Easement: IvoluMarily inclualon of a portion of greerrway} 0.95 AC. 4.58% NOT ~ USED OR REPRODUCED
V! ¦ NAiHOUT HIS WRITTEN PET~ISS~T e ¦ ~ (1}Secondary Tree Conasrvadon Areas
c9. 1°1 \ ~ ~ ¦ (aj Major Thoroughfare: 50-foot Average Buffer
~ ~ a
~ ~ ~ c ¦ i (b) Minor Thoroughfare: 50•foot Average Buffer Illll,~,,,,,,r~r r_ 1 ,,~~N CAR
\ a I ' ? ~ ~ ~ (c) 65-foot perimeter yard adjacent tonon-vacant property ~ 0 /
¦ \ I i ~ 1 (c) ARernate compliance area: 65•foot perimeter yard ~ ~
tU ® ~ ~ ¦ I71 ~ \ E.O. \ \ ~ ` (d) 32-toot perimeter yard adjacent to vacant property `
® ¦ v ~ \ \ \ ` (d) Alternate compNance area: 32-foot perimeter yard _ - O
¦ v~Y \ ~ ~ ~ , I . iT.t \ I r 1 , a, I ~ (e) Indvidual trees 10" dbh & larger within 65' of roadways or any ~ W 5
ITl \ f i ~ ! r' ! non•vacant property ~v \ ¦
¦ I %(n~ , c`~ (f) Indvidual trees 10"dbh 8 larger within 32' of any vacant property ~~'%`~T ~~P~o`°
` w ~ ~ ~'4 ~ '`'J~''~~Ilrrioiillln11111111,\` ~ ¦ ~ Subtotal of Secondary Tree Coneervstbn Areas:
¦ ~ ¦ » ~ t
J' 1 ¦ f f \ ~ ¦ /J` ¦ TOTAL ALL TREE C~NSERYATtON AREAS: .45 AC. 1...~.~
¦ \ + ~ ~ ~ ~ o~~$
® ~ ~Y
\ \ ¦ T ~ ~ u ~~a
~ NOTE, DELINEATION OF THE NEUSE RIVER RIPARIAN BUFFER AND THE CITY OF ~ ~ ~ U ~ ~ ¦ RALEIGH GREENWAY EASEMENTS ARE PER A BOUNDARY SURVEY PROVIDED BY JOHN ~ ~ ~
~ ~ ~ I ~ ~ R. McADAMS, DATED OCTOVER 11, 2010, PROJECT ~DV-10000. C~ ~ ~ o ~
ij~ lii!?~~ i • / 1 ~ ~ \ . EXI TING CITY OF RALEIGH GR ENWAY EASEMENT M 003 PG 2006. ~ a ~
\ \ f
R 1 i 11 1 1 ¦ 1 \ IIIIIIN I 111 Illlllllllllllli o~ a°
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.,ti \ ss o• ~ ® ~ \ ti W / ,~S.S. ~ a ti~~~/ / / " ~ ~ VARIABLE WIDTH o a
¦ ~ \ \ / / / / / GREENWAY TREE
¦ ° \ ~ ~ /`7~/j ' ~ / ~ / ~ CONSERVATION AREA Q ~
\ ~ F ® ~ \ ¦ ~ / / ~ ~ O
¦ \ ~ \ ¦ ~ ~ ~ ~ PRIMARY TREE CONSERVAII N
¦ \ / . / / / ~ ~ ~ _ o W W ~
\ ¦ \ ~ / ~ /~/f % ! RPARIAN28UFFFER, ZONE 2E W W ~
¦ ~ \ \ ¦ f / / ~ _ or Z
¦ \ ~ eu ~~G / / \ to ~'ET3 / / / ~ ~ \ \ \ .PRIMARY TREE V O
® \ \ ~
/ ~ / / \ FONSHOD 20YARDEA - 25 ~
i ~i ~l 1 v v W o~Q
¦ / E.~.~. ~ . ~ ¦ 1 ' ~ ~ ~ ~ ~ 'X- X- X- X- TREE PROTECTION FENCE
¦ ~ ¦ p
¦ ~ ~ \ ¦ i aAr ¦ F
¦ ~ ~ ~ ar ~ ® k ~ ~ ~'f~/i~ i • ~ / II ~ No
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¦ ~ \ ~i? ~a \ ~ \ ~ ~
¦ \ ¦ 9s\ ¦ I / ~ / / / ~ CITY OF RALEIGH ~ ~
® ~ \ oar ¦ PRIMARY TREE CONSERVATI ~ ` ¦ / / / / VARIABLE WIDTH GREENWAY W Q
ON AREA s F \ ¢R ~ 2 \ ® 20 FT. WIDE NEUSE RIPARIAN BUFFER \ \ ¦ iT / ~ / TREE CONSERVATION AREA y Q w
ZONE 2 ~ \ ~ J ~ ¦ \ 0.95 ACRES ~ ~ ~ Z H
0.55 ACRES \ ¦ ¦ \ \
(OUTER 20 FT.) \ \ ~ ¦ \ ¦ ~/f~/ ~ Q tJ~~ 0
\ ~ ¦ \ f/// ~/I~~ ~N
¦ E.LP. \ \ E' \ \ ~ ~ / \ to ~
® \ ~ s //r`~/ / / ~ ~ ~ ~ ~
¦ \ j/~/ / ~/'i\~ ~ W QN
~ ` \ ® ~ o/~/ / ~j//i ~ ~
\ \ \ \ \ PRIMARY TREE CONSERVATION AREA \ \ ~ ~ /i//,/~ ~ ~
¦ \ \ 25 FT. WIDE SHOD-2 YARD ¦ \ ~ ~ ~ ~ / / / r// ~ ~ A
\ \ \ 0.95 ACRES ti ¦ \ \
¦ ~ \ 2g~ ~ ¦ \ \ \ \ 3b ? \ N ~ ~ ~ / / , / ~ ` ~ ~ DRAWN BY
¦ \ \ ~ ¦ \ a N{ ' / l ~ ¦ APR
\ \ ¦ \ \ ~ ~
'11 1 \ 111 11 \ 111 1 111 111 11 111 1111 111 11 11 1 11 \ 1 111 111 / / ~ , ~ : ~ ~ /j DATE
1 1 a ` \ \ ` \ ¦ \ \ \ \ ~ ~ ~ r i ii r~ ~1 ~ 7-21-11
- \ \ \ ~ %i~ ~/j / SCALE
SEE SHEET TP 2 FOR THE ¦ \ ~ \ E FENCE DETAILS \ s~i \
Q \ ¦ ~ ~ N E.I.P. S'S.~' ` \ \ \ \ / ~ ~ s ,/L~- ~ JOB N0.
N SEE SHEETS TP-2 THR - 1 wA \ \
U TP 4 FOR TREE ¦ ~ a ~ eq \ \ \ • \ ~ ~ \ \ \ ~ / ~ ~ ~ ¦ 10-032
FE ¦ S~Me ` \ NCE LOCATIONS AND ENLAR rv \ \ GED PLANS r \ \ \ \ \ \ \ \ \ \ \ ~ ~ \ EASEMENj ~ ~ 10-032-TREE.dw
w 7g \ \ \
~ \ ~ . ~.S.E• WA /i ~ /Y . T M.OT DAZE
ALL _ \ 7-21-11
PLANTING REQUIREMENTS, SHOD 2 YARD,APE w,~ T~ pUg~ FXp`~~ ~ p / 100 ~ SHEET
% 17
o VEHICULAR SURFACE AREA, AND STREET ~ 0~C R/QN$$W,q~,\
PROTECTIVE YARD ~1 r'~F-wq "a109.s__ 157 w 340. 78 TPml
S ?s5a'28 1 inch = 50 ft.
11111111111111111111111/111111111111111/1111 SHEETS

r I 1 1 ~ ~ ~ ~ REVI~OriS BY
i ~ ~ I ~ 1r,1
I ~ END TREE ~ ~ ~ ~ i ~ ~ I ~ ~ ~ ! ! NOTE; CONSTRUCTION PLAN FOR JAMESTOWN AT BRIER 1 ! ~ , >,i ~ ~ Ir' N ~ LE®END tl ° ~ ti
I PROTECTION , ~ / , ~ ~ ~ I ~ ~ ° ~ CREEK APARTMENTS INDICATE' TFIAT THEIR CLEARING / ` ` 1 ti
~ ~ I FENCE ~ ~ I A M P ~ ~ , 11 ~ LIM TS RE THE COM ON ROPERTY I~NE` NO TREE / ! ~ ~
- , , ~ ~ ~ < I ~ ~ ~ ONCE, THEREFORE, IS PROPOSED IN TWIS AREA, I ~ ~ ~ ~ ~ I ~ ~ ~ / ~ 1 tik ~ 1 ~ i I 1 ~1 ~ ` VARIABLE WIDTH ~ w, ~ 1 GREENWAY TREE
~ ~ ~ ~ ~ ° / ! i 1 ~ , / f 1, I ~ ~ 1 ~+1 c ~ ~ ~ CONSERVATION AREA
I IY ~ 49 ~4 ~ , r- X _ ~V 868. ~ / ~ ~ ~ I i J 1
i _ ~ ~ ~ / ~ - ~ ~ I I ~ I I i~ ~ ~1 ~1
r ~ - ' ' ~ ~ ~ ~ ~ i 1 ~ j It i ~ t ~i WVI 1 ` J PRIMARY TREE CONSERVATION ~ ~ y , t't, ~1 r AREA - 20 FT. WIDE NEUSE
~ ~ ~ ~ ~ RIPARIAN BUFFER, ZONE 2
I ~ ~ / f I
I ~ ! t i' I ~
i ti ' , ~ I -.1 ~ r E , 11 ~ , _ - 7 \ \ \ \ PRIMARY TREE ,,ii ' `1 , 1 , ` \ \ \ \ CONSERVAl10N AREA - 25
r ~ ~ ~ , ~ i ! ~ ~ ` ~ ~ ~ ~ ~~r ` _ ~ ' ~ i I y 1 ~ 1 ~ \ \ FT. SHOD-2 YARD
I ~ 4 ~ ~ ~ FI FI r I I~ , 1 ~ \ \
1 ~ '46f~A I ~ s >A I , \ 1~~ .~a\~, ~ •X- X- X- X- TREE PROTECTION FENCE
/ ~ ti r \
,r I V - - I ! ~ AL, I~ P ! ~ L ~ i 1
1 ~ , ~ P ,C ~ ~ , ~ ~ ~ °RV O I T _ U RT , I ~ S i r~ ~ II i 1 tl ~ ~ ~
it ~ ~ \ t
I l i r r' ~ ~ _ _ _ _ _ _ _ _ i ~ t r r ~ \ ~ 1 ~ ~ ~ ' THIS DRAWING IS THE PROPERTY rr ° ~ r \ ~ t \ ~ THE ENGINEER AND NAY
- o ~V ~ ~ ~ ~ ~ ~ ~ ~ i / ~ r r r~~~ \ ~ ~ ~ ~ NOT ~ USED~OR REPRODUCED
t ~ r ~ I ~ \ ' ' ~ WIHOUT HIS NRITTEN PERIr~S90N
r ) ~ V t ~ 4
I rr ~ i ~ t~
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I ~ ~ ~ ° 1 ~ ~ ~ ~ ( i~ ~ ~ ~ ~ ~ ;
1 ~ ~ ~ ! J r 1 1 v t \\r ~iAG\ ~ CI OF RALEIGH ~'~-,,,~~'~~P~~`,~~'
~ - - _ 1 I ~ S ° ¦ ° ' ~ \ i ~~J ~ ~ RIABIE~WIDTH GREENWAY ''~~,,,,~~~~~,,,~~P`'
t ' _ \ r \ ~ ~ THE CON`~RVATION AREA
- - - ' \r~ ~ ~ ~ 0.95 ACRES
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I ~ ~ ~ t I ~ ~ i i [ i I ~ / ~ I / ~ s i I l I -I- . ' I ' I ' ~ , - I f ~ r HYDRANT ~ III~~
i'sl` I
i ~ r ~ / TREE ~ ~ ° / ! ~ I / f ~ ° ~
~ PROI`~ ION ~ , / ~ r ~ i
FENCE ` ~ ~ ~ ' , ~ N
e ~ . \ / I . ~ \ ~
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> PVC SA?J. (PUBL - ~ ~ NT NT /~.'C~ INV OUT: 322.2' 8" PVC r i'~ wu? Q J
s / to' Access ~F _ - - _ _ _ 1 GO S. F~ SMH - - _ S.E. I - / - ~ ~ FAT FR ~ &lA4:34L~2- z - 8' PV.~~SAi'~r'U81~,1LyJ ~ - _ ~ I 1 ! i ~ ~ O ~
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PRIMARY TREE CONSERVATION AREA :SHEET PS-2fl W vo
20 FT. WIDE NEUSE RIPARIAN BUFFER ZONE 2 O
0.55 ACRES DC W Y
(OUTER 20 FT.) ~ W3
Z ~a
ao" * FOR REPAIR OF SILT
FENCE FAILURES, USE 8' MAX a N
NOTES. No. 57 WASHED STONE. a VARIABLE AS DIRECTED BY THE ENGINEER ARNING SIGN ~ Q
' TREE PROTECTION AREA FOR ANCHOR WHEN SILT 1. CLEARING AND GRADING NOT PERMITTED a FENCE I5 PROTECTING ts"
IN GREENWAY EASEMENT. DO NOT ENTER CATCH BASIN. a TREE PROTECTION AREA • ~ Y
2. TREE PROTECTION FENCE TO BE WARNING SIGN DETAIL a' MAX. uNE tWAtES DO NOT EN1ER MIN. i2-i/2 GA. /yr ~ ~ INTERMEDIATE li x HARES ~ ~
INSTALLED ALONG GREENWAY BOUNDARY VARIABLE AS DIRECTED BY THE ENGINEER
PRIOR TO COMMENCEMENT OF ANY STEEL PDST GRADE y ~ ~ z ~w
WOVEN WIRE FABRIC U STEEi. POST - W~~~I I O `w ~
CLEARING OPERATIONS. WARNING SIGN SILT FENCE GEOTEXTILE FABRIC TREE PROTECTION AREA WOVEN WA2E FABRIC v+ WARNING fat
ORANGE, UV RESISTANT ~ ~ ~ N HK'H -TENSILE STRENGTH ORANGE, UY RESISTANT
~ MIN. t0 GA DO NOT ENTER MIN. 12-t/2 GA. ° N ° FlLL SLOPE LINE WIRES INTERMEDIATE POLY BARRICADE FABRIC (TYPICAL) HIGH - TEN~LE STRENGTH
SEE LSC SHEETS FOR DETAILED ~ ~ WIRES o ~ POLY BARRICADE FABRIC (TYPICAL) ~I I~~ iM N W O
,:,;i~` SILT FENCE FABRIC LANDSCAPE PLANTING ~ ~ ~ N
INSTALLED TO SECOND GRADE ~ M .x , ' ' (~qpE HARE FROM TOP ~ ~
REQUIREMENTS SHOD 2 YARD FRONT VIEW ~ ~ J
VEHICULAR SURFACE AREA AND _ _ =1 _Ini~ilul~illr=_Ilu II~_VIII=1wII~lIII~IiII?IIII~IIII~~II=IIUFIIIiI~iIII-l~l~l ICI u~ 0 6" MIN. COVER - ° III ° ~ TREE PROTEC110N AREA
STREET PROTECTIVE YARD N OVER SKIRT * i N ~ t$~ DO NOT ENTER
EXTEND N9RE 6" MIN. INTO TRENCH DRAWN BY
AND ANCHOR SKIRT AS I DIRECTED BY ENGINEER
THE AREAS SHOWN ON THE RECORDED PLAT INDENTiFIED AS NEUSE RIVER RIPARIAN III FRONT VIEW III WARNING SIGN DETAIL APR SIDE VIEW CHEq(ED BY
SIDE VIEW I III BUFFER SHALL BE MAINTAINED IN PERPETUITY IN THEIR NATURAL OR MITIGATED NOTES WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPRO~ MATERIAL RH
CONDITION. NO PERSON OR ENTITY SHALL FlLL, GRADE, EXCAVATE, OR PERFORM LETTERS TO 8E 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILID.
E ANY OTHER LAND-DISTURBING ACTIVITIES; NOR CUT, REMOVE, OR HARM ANY NOTES: VEGETATION; NOR CONSTRUCT ANY STRUCTURES NOR ADD ANY ADDITIONAL t. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. Slats SHALL eE PLACED aT 50' MAXIMUM INTERVALS. DATE PUCE A SIGN AT EACH END OF LINEAR TREE PR~TEC110N AND 50' ON CENTER THEREAFTER. / -21-11
Q IMPERVIOUS SURFACE, NOR ALLOW ANIMAL GRAZING OR WATER OR ANY OTHER y m 2. LETTERS TO BE 3° HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. ~ fOR 1REE PR01EC110N AREAS LESS THAN 200' IN PER1MElER, PRONDE NO LESS 7HAN ONE qGN PER PROTECTION AREA. ~ ATTACH SIaJS SECURELY 10 FENCE POSTS AND FABRIC.
N AGRICULTURAL USE ON SUCH PROTECTED AREAS WITHOUT WRITTEN AUTHORIZATI~I w ~ 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. FROM NC DIVISION OF WATER QUALITY IN ACCORDANCE WITH THE RIPARIAN BUFFER m p` 4. PLACE A SIGN AT EACH END OF UNEAR TREE PROIECtION AND 50' ON CENTER THEREAFTER. MAkJTAiN TREE PR0IECT)ON FENCE THROUGHOUT DURATION OF PROJECT. ADa110NAL SIGNS MAY 8E REQUIRED BY CfTY a' RALEIGH MSPECTIONS DEPARTMENT BASED ON ACTUAL FlELD CONDITIONS. 1 ~ _ 30~
PROTECTION RULES (15A NCAC 26.0233 OR .0259). THIS COVENANT IS TO RUN o ~ C 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. PLACE A SIGN A7 EACH END OF (REAR TREE PROIECIIOPI AND 50' ON CENTER 7HEREAFTER.
r WITH THE LAND, AND SHALL BE BINDING ON THE OWNER, AND ALL PARTIES ~ 6. ATTACH SIGNS SECURELY TO FENCE P05TS AND FABRIC. vzi °c JOB N0.
CLAIMING UNDER IT. (n a ~j ~ 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURA110N DF PROJECT. N ~ ~ ~ ~ 8. ADDI110NAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FlELD CONDITIONS. ~ 10-032
~ D S O 9. PLACE A SIGN AT A H N P ~ CAD FEE ~ ~ o ~ NOTE: FOR TREE PROTECTION ONLY
m O Z ~ ~ ~ E C END OF U EAR TREE ROTECTION AND 50' ON CENTER THEREAFTER. ~ U1 ~ D o ~ "'T 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CON5IDERATIONS (HOWEVER FLOW SHAH NOT RUN PARALLEL U o ~ w A o 10-032-TREE.dw
0 ~ r ~ o ~ WITH THE FENCE) AND DESI(~I CRITERIA. ~ ~ ; D o ~ DoT oaTE
N , ~ ~ n O ~ 11 Gott AC CII T 4'CAIf`C AICCIIC T!1 DC T IDAIC(1 I IDLIII l ~ n ['7 d ~ '7_01-11
O\ D 12. SEE N.C.VSTATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
N GRAPHIC SCALE Q z m FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. °o STANDARD TREE PROTECTION DETAIL'S
° 30 0 15 30 Go 120 O -9 X 7-' 4 ~ T 13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. C O p °a m =
O M O > 2 (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) C O ~m s Z Dm ~ TP=2
°o CH n ~ ~ ~ -F m m STANDARD TEMPORARY SILT TREE PROTECTION FENCE r :c
0 IN FM ) c-
0 1 inch = 80 ft. OF SHEETS
A R ra

REVI~ONS BY
PRIMARY TREE CONSERVATION AREA SEE LSC SHEETS FOB S FOR DETAILED LANDSCAPE THE AREAS SHOWN ON THE RECORDED PLAT INDENIIFlED AS NEUSE RIVER RIPARIAN
NOTES 20 FT. WIDE NEUSE RIPARIAN BUFFER BUFFER SHALL BE MAINTAINED IN PERPETUITY IN THEIR NATURAL OR MITIGATED
PLANTING REGUIREME 1. CLEARING AND GRADING NOT PERMITTED IN ZONE 2 IREMENTS, SHOD-2 YARD, CONDITION. NO PERSON OR ENTITY SHALL FlLL, GRADE, EXCAVATE, OR PERFORM ANY OTHER LAND-DISTURBING ACTIVITIES; NOR CUT, REMOVE, OR HARM ANY
0.55 ACRES VEHICULAR SURFACE GREENWAY EASEMENT. ~ A C E AREA, AND STREET V,:GETATION; NOR CONSTRUCT ANY STRUCTURES NOR ADD ANY AoDI110NAL
(OUTER 20 FT.) PROTECTIVE YARD 2. TREE PROTECTION FENCE TO BE INSTALLED ~D IMPERVIOUS SURFACE, NOR ALLOW ANIMAL GRAZING OR WA1TT3 OR ANY OTHER AGRICULTURAL USE ON SUCH PROTECTED AREAS WITHOUT WRITTEN AUTHORIZATION
FROM NC DIVISION OF WATER QUALITY IN ACCORDANCE WITH THE RIPARIAN BUFFER
ALONG GREENWAY BOUNDARY PRIOR TO PROTEC110N RULES (15A NCAC 28.0233 OR .0259). THIS COVENANT IS TO RUN
COMMENCEMENT OF ANY CLEARING OPERATIONS. WITH THE LAND, AND SHALL BE BINDING ON THE OWNER, AND ALL PARTIES CLAIMING UNDER IT.
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a a.r. \ ~ ~ ' , wA r \ \ \ ~ ~ ' , \ I \ ~ ~ ~ ~ ~ Fes, W ~M ~ of eG'~=~'~`-~~ ~ ~ ~f SCALE
VARIABLE WIDTH °W-.. r~R ~ \ ~ ~ \ I
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AREA - 20 FT. WIDE NEUSE ~ - - i \ } } ~ RIPARIAN BUFFER, ZONE 2 ~ +r~ _ 1 1~6» p } } I ,THE I i ' , -If'~ r ~ t 1{ I I ~ ~ / f ~ ~ / / ~ PLOT DATE
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- ~ i / I / / / REVI~ONS 8Y
1 ~ _ - -
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1 / / i i I t , I \ \ ~ ~ ~ \ ~ ~ . \ NOT BE USED • OR REPROOU(~D
~ ~ 0 1 ~ I o I s i, t ~ ~ ~ ~o. \ ° . \ , g _ WTNOUT IBS WRITTEN PERf~SSiON
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i FENCE r ? ~ PRIMARY TREE C~ , 1 i (MARY TREE CONSERVATION E.I.P. ~ \ ~ ~ E . ~
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/ . , / / . , r - 3 r~`` / M a (OUTER 20 FT.) BUFFER SHALL BE MAINTAINED IN PERPETUITY IN THEIR NATURAL OR MITIGATED ~
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DRYER VENT WALL CAP • SEE 1 H
MECHANICAL (Ul 1 HOUR SEPERATION WALL (UUU341, SEE 3IF-1), TO 2 FIRE
DRAWINGS ~ EXTEND TO UNDERSIDE OF EXTINGUISHER
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40'3"
EXPANSION is-~" .p• DRAIN TO a licensed affiliate
6 JOINT SANITARY
e'3Yz" 8'-8~' 14'-0'
- - - - - - - - - - - - - - 1349 West Peachtree Street, NE, Ste. 1300
ASPHALT SHINGLES, ~ r ~ / Atlanta, GA 30309
\ / ~ ROOF SLOPE N ~ / ~ ~ Phone: (404) s73-3697
8:12 / - - ~ ~ ~ ~ / ~ \ / / Fax: [phone]
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. -
T-~ r-~• 14'-0" 6250 Shiloh Road
1'-0• Suite 330
FRONT
1 Alpharetta, Georgia 30005 M-1
HUMPHREYS & PARTNERS ARCHITECTS
FLOOR PLAN FRONT ELEVATION 5 1
AM-1 3/16" =1'-0" AM-1 3/16" =1'-0" 5339 Alpha Road
Suite 300
Dallas, Texas 75240
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~ ASPHALT , , ~ ;
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~ 3 _ 8:12
0 8:12 DEVELOPMENT
a EXPANSION JOINT ~ ~ i
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8:12 ~ _ a:1z Suite 300
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JOINT c AREAA = 804 SQ. FT.

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ATTIC YIENTIIATION aierit Review Set SER 2010 ~fRlATION CALCULATION DATA -MAINTENANCE BUILDING ND;
r~ SOFFIT VENT * 5 S.L/L.F. 5 S.L/L.F. RIDGE VENT + SURFACE VENT =TOTAL UPPER VENT
RIDGE VENT' ~ 16 S.I.JI.F. ~ SURFACE VENT = 354 S.L 16 S.I.JI.F. TOTAL UPPER vENT + SOFFIT vENT = TOTAL VENT DAMS DEVELOPMENT = 354 S.L
1 ATTIC AREA (S.F.) REQUiRI REQUIRED vENT (s.I.) PROVIDED vENr ~s.I.) BRIAR CREEK APARTMENTS
~ ASPHALT ASPHALT soFFrr vENT = 61o s.I. Sellona Street
SHINGLES $ SHINGLES, AREA A =804 S.F. PER V - ROOF SLOPE ROOF SLOPE TOTAL V UPPER VENT =386 S.I. RIDGE VENT = 3#i S.I.
6:12, TYP. 6:12, TYP. Tonal vENT = m s.I, suRFacE vENTS (o) = o S.I. Raleigh, NC TOTAL UPPER VENT = 336 S.I.
8:12 8:12 TOTal. VENT =946 S.I. Project Title & Addre~:
~v 0
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Maintenance Building Plans and
~ c Elevations
0
Sheet Title:
Proj. No.:

c~ 10.00956.E Drawn By:
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'y' AM-1 3/16' = 1'-0" AM~1 3/16• ~ I'-0' SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROIECT
a MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.
© NELSON ALL RIGHTS RESERVED

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CULTURED S1 CULTURED STONEVENEER
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FR ONT EL 3 ATI N NATION seal:
STRUCTURAL CONSULTING GROUP
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N Suite 330
N Alpharetta, Georgia 30005

HUMPHREYS & PARTNERS ARCHITECTS
5339 Alpha Road
TT
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t J Client Review Sep SER 2010
S
~ SID ~ EEL EVA 5 TI ON TION Des~i
DAMS DEVELOPMENT
c
'12 &t2 BRIAR CREEK APARTMENTS
Sellona Street
Raleigh, NC
a 0 Project Title & Address:
Z
_
o A Mail Kiosk Plans and Elevations ATTIC VENITLATION CALCULATION DATA • MAIL KIOSK
50FF1T VENT = R[DG'E VENT =1 SOFFIT VENT = 5 S.I./LF. RIDGE VENT + SURFACE VBdT = TOTAL UPPER VENT R[DGE VENT =16 S.I.JL.F. TOTAL UPPBt VENT + 5OFFIf VENT' = TOTAL VENT
SURFACE VENT SURFACE VENT = 354 S.I. Sheet Title:
A'RtC AREA (S.F,) (5.F.) REQUIRED VENT (S.I.) PROVIDED VENT (S.I.) Proj. No.:

SOFFIT VENT =800 S.I.
~ AREA A = 1 - ~ ,027 S.F. ?7 S.F. UPPER VENT =493 S.I. RIDGE VENT = 928 S.T. 10.00956.00
~ . . m TOTAL PENT =986 S.I. SURFACE VENTS (Oj = 0 S.I. BY~ TOTAL UPPER VENT = 928 S.I.
iri TOTAL VENT =1,128 S.I. DW ~ n A ~
nREna. ~,02~ Checked sy: 'r'
a N N
1'1/1f11" 1'11 AI?1
r.m..
AM-3 3/16" =1'-0" SARAH ROLAND
y ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON
SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROIECr
MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK,
C NELSON ALL RIGHTS RESERVED

AVERAGE HEI,
HIGHEST ROO
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BUILDING TYPE I -PARTIAL FRONT ELEVATION
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AVERAGE HE
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Nelco Architecture and Engineering,, P.C.
TOP PLATE
1349 West Peachtree Street., NE,, Ste. 1300
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Nelco Architecture and Engineering,, P.C.
a licensed affiliate
1349 West Peachtree Street., NE,, Ste. 1300
Atlanta,, GA 30309
Phone: [phone]
Fax: [phone]
Seal:
Seal:
STRUCTURAL CONSULTING GROUP
6250 Shiloh Road
Suite 330
Alpharetta,, Georgia 30005
HUMPHREYS & PARTNERS ARCHITECTS
5339 Alpha Road
Suite 300
Dallas,, Texas 75240
I Consultant:
DAVIS
DEVELOPMENT
1050 Eagles Landing Parkway
Suite 300
Stockbridge, GA 30281
DAVIS DEVELOPMENT
BRIAR CREEK APARTMENTS
Sellona Street
Raleigh, NC
Project Title & Address:
Building Type I Elevations
200
Sheet Tide:
Proj. No.:
10.00956.00
Drawn By:
Checked By: A4 -1A
P.M.:
SARAH ROLAND
ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON
SITE BY THE CONTRACTOR AND SUB -CONTRACTORS. THE PROTECT
MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR
TO PROCEEDING WITH THE WORK
C NELSON ALL RIGHTS RESERVED

Nelco Architecture and Engineering, P.C.
a licensed afifiliate
Qa
~ ~ 1349 West Peachtree Street, NE, Ste. 1300
ANanta, GA 30309
AVERAGE HEIGHT OF Phone: [phone]
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--..-w~- - Descrl N a-_.._. ; r_
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FINISHED FLOOR ~.N i/d BRIAR CREEK APARTMENTS
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O H R EADE ~ - -
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i 1 i ~ BRICK SOLDIER COURSE
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Z 2 G
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Proj. No.:
B ILDIN - U G TYPE I PARTIAL REAR E LEVATION 2 10.0356.00
~ A41B 18" =1'-0" iL Drawn 8y:
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N
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a NELSON ALL RIGHTS RESERVED

Nelco Architecture and Engineering, P.C.
a licensed affiliate
VINYL OR "FYPON" FAUX 1349 West Peachtree Street, NE, Ste. 1300
LOUVER OR EQUIVALENT
SHINGLED EYEBROW Atlanta, GA 30309
Phone: [phone]
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SELECT SPRUCE OR REAL NISHEO FLOOR TRIM"CORNERBOARD ~
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~ rl _ Descri N ; Date; = HEADER PREFINiSHED ALUMINUM
HEADER - - - _ ( t ~ --_----E - - - - - - - - - SINGLE HUNG WINDOWS
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_ _ _ _ BRICK SOLDIER COURSE AND Building Type I Elevations - - -gl,pB ROWLOCK
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Sheet Tide:
BUILDING TYPE I • SIDE ELEVATION 2 Proj. No.:
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C Drawn By:
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SARAH ROLAND
M ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT
MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR
O TO PROCEEDING WITH THE WORK
CL 0 NELSON ALL RIGHTS RESERVED

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Nelco Architecture and Engineering, P.C,
VINYL OR "FYPON" FAUX a licensed affiliate
LOUVER OR EQUIVALENT
SHINGLED EYEBROW
1349 West Peachtree Street, NE, Ste. 1300
FIBERGLASS SHINGLES
Ataanta, GA 30309
AVERAGE HEIGHT OF HIGHEST ROOF ' 873697 Fax: (678}904-1510 I
I
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Nelco Architecture and Engineering, P.C.
a licensed affiliate
1349 West Peachtree Street, NE, Ste,13~
Atlanta, GA 30309
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a © NELSON ALL RIGHTS RESERVED

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Nelco Architecture and Engineering, P.C. ~
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VINYL OR "FYPON' FAUX LOUVER OR EQUNALENT
1349 West Peachtree Street, NE, 5te.1300
SHINGLED EYEBROW Atlanta, GA 30309
Phone; [phone]
FIBERGLASS SHINGLES Fax: [phone]
AVERAGE HEIG AVERAGE HEIGHT OF HIGHEST ROOF
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BRICK - - " - - - - - - - - - - - - - HUMPHREYS & PARTNER5 ARCHITECTS
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1349 West Peachtree Street, NE, Ste. 1300
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cp NELSON ALL RIGHTS RESERVED