20120056 Ver 1_Site Plan_20120203

Strickland, Bev
From: Beasley, Troy [[e-mail]]
Sent: Friday, February 03, 2012 2:55 PM
To: Strickland, Bev
Subject: RE: DWQ 12-0056 Grey's Landing
Attachments: Public Ftp Instructions.pdf
Good afternoon Beverly. I'm so sorry for not getting back to you sooner. I've been in the field all week and just got your
email today.
I have saved the information you requested on our FTP site under the folder"Greys Landing_for DWQ". I have attached
the instructions to access our FTP website. Please make sure to copy the files before next Friday as our server gleans
the FTP website to remove anything over a week old. Please let me know if you need anything else.
Have a great weekend!
Troy Beasley
WITHIER13 ,.k RAVEh1EL
1410 Commonwealth Drive, Unit 101 1 Wilmington, NC 28403
Phone:[phone] Fax: [phone]
Direct:910.509.6512 1 Mobile:[phone]
tbeasleya.withersravenel.com
www.withersravenel.com
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From: Strickland, Bev [mai Ito:bev.strickland(a)ncdenr.aov]
Sent: Wednesday, February 01, 2012 2:07 PM
To: Beasley,Troy
Subject: DWQ 12-0056 Grey's Landing
Mr. Troy.
There are a couple of things missing on the cd you provided. The site plans were not on the disk and neither was the
updated SW management calculations reviews Jan 2012. Could you please email them to me or set up an ftp site for
me to pick them up on?
Thanks
Bev
BeN"el'1F Suic1dand,A(hlmnstratii•e Officer
Diiision of Water QuahtJT-Pr)gy<aln DeN-elopnient
N.('. Deparhllent of Flnirolnnent and Natural Resources
Mail Service Center 1650,Raleigh,NC 27699-1650
Phone#[phone]
1

Entail Address: [e-mail]
Phone #[phone]
E-nail correspondence to aid from this address nay he subject to the North Carolina Public Records Law and nay he disclosed to tlm d parties.
2

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NDSite Plans for Planning Commission or City CouncilSubdivision' action Number
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}i SOLID WASTE SERVICES May require Planning Commission or City Council Approval
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a $R�a�EPpE SITE pN id Waste Design Manual for theIra
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UMENT
\..�Ck,.� ) E k k'w .f��' �f1k�7. .. �N1 -� City of Raleigh.
j O TRANSACTIUI
IF 111 %J
Development Name Greys landing Residential
(formerly Shaw s Lending)
= �'s L �t a '� o
Proposed Use Single-family Residential
i
I t -WOBURN DR �`� Gre 's Landingwill use Cityof Raleigh Solid
-WINDSOR RIDGE oR �� - Waste Se
ruices (SWS) for solid waste pick up. The
Property Address(es)8230 Woburn Dr.
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j �l X gallon roll—out refuse containers W11) be Stared Wake County Property Identification Number{s}for each parcel ta which these guidelines will apply:
in the backyards of the units.
�" \: ," �� - ✓ ��,_ ,. , € ,�r . 4 d- :" k PLAN SUBMITTAL DA-1-E. DECEM13" Eff"' 8, 2 0�1 P.LN.1708 17 90 6360 P.I.N. P.I,N. P.LN.
,�, ; , � '•; � ��, -' I� What Is your project type?�Apartment 0 Banks 0 Elderly Facilities �Hospitals �Hotels/Motels 0 Industrial Building
® ®Non-Residential Condo Office ❑Religious Institutions Residential Condo ❑Retail 11 School ❑Shopping Center
Mixed Residential
Single Family ®Telecommunication Tower Q Townhouse Other.If other,please describe:
qt�
II ely current Per City Code Section 10-2132.2,summarize the reason s}this Ian can be reviewed administrA
Planning Commission or City Council approval.Project is within the parameters set forth for thet R-4
PRELIMINARY 9 ty 1
zoning.We are not requesting a variance.
Sq I ADMINISTRATIVE g• q 9
/ ..
_ HEALTHTRAX REVIEW
s y }} s t ry 7 r II PLANNING Per City Code Section 10-2132.2,summarize the reason(s)this plan requires Planning Commission or City Council
>f s s ,✓✓� Preliminary PP NA
I
COMMISSION OR
P a Approval.
CITY COUNCIL
1 r^"
p� HEALTH PAR K REVIEW
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I
Company M!Homes
I� Name(s)Jeremy Medlin
I tL`� CLIENT
I ( •r r Developer) Address 1511 Sunday Dr.,Suite 100 Raleigh,NC 27607
Ito I
INDEX O F SHEETS Phone [phone] Email jm�[e-mail] Fax [phone]
Company Withers&Ravenei
CONSULTANT Name(s)Dale Werenko,PE dwerenkoCa),withersravenel.com
SHT No. DRAWING DESCRIPTION PlantaetPersonfar
t Plans)
, 111 lV1acFCenan lJr,Gary,NC 27511 Phone [phone] Fax [phone]
17 t o ® r
® 78
r PRELIMINARY DEVELDPf7ENT PLAN APPLICATION 1 02.28,11 1
1 EXISTING CONDITIONS PLAN
2 PRELIMINARY SUBDIVISION PLAN
.� ® _ 23 ( a
t
15 ` Has your project previously been through the pre-submittal process?If yes,provide the transaction#286222
3 PRELIMINARY UTILITY PLAN = — ," Zoning Information Building Information
EMERALD - "
® ® Zoning District(s)R-4 Proposed building use(s) Single-family Dwellings
PRELIMINARY GRADING AND CHASE r ' " If more than one district,provide the acreage of each NA Existing Building(s)sq.ft.gross 4,337
4 26 t
(/'�) ® � / Overlay District NA Proposed Building(s)sq.ft.gross NA
STORMRM DRAINAGE PLAN — •• ®" Total Site Acres 13,30 inside City Limits®Yes ®No Total sq.ft.gross(existing&proposed)NA
Z t ®" Off street parking Required NA Provided NA Proposed height of building(s)40°max
I ` — — ®~ COA(Certificate of Appropriateness)case#NA FAR(floor area ratio percentage)NA
PRELIMINARY LANDSCAPING — — '
� " BOA(Board of Adjustment) Se A-NA Building Lot Coverage percentage NA(site plans only)
PLAN AND DETAILS — CUD(Conditional Use District) e#Z_Na
® " Storwater Information
7 f ® "" Existing Impervious Surface 0 acres/square feet Flood Hazard Area ®Yes ®No
6 TREE CONSERVATION LAN f Proposed Impervious Surface 3.55 P 154,493 acresfsquare feet If Yes,pleas®provide
�} 1111" Meuse River Buffer ®Yes ®No Wetlands ®Yes ❑No Alluvial Soils Flood Study XXX FEMA Map Penal#
III��� 6 , , d • •- • •• • • •• ••
iiiiiiiiiiiiiiii
Provide a description of how your plan conforms to the guidelines of the Comprehensive Plan 2030 The proposed development is consistent with the
7 EXISTING TREE SURVEY - _,— — — ®®� ! , Land Use Plan and meets density requirements.
s 29 — tt
8 BMP 1 BIO-RETENTION AREADETAILS
30
.f STO R MWAT E R BMP DETAILS ® 1.Total#Of Townhouse Lots 0 Detached 0 Attaci 0 11.Total number of Open Space(only)lots 2
4 3 '® e� � � - " � 2.Total#Of Single Family Lots 31 12,Total number of all lets 33
10 TYPICAL SAND FILTER DETAILS 1
t 3.Total#Of Apartment Or Condominium Units 0 13.Is your project a cluster unit development?®Yes®Na
® , 4.Total#Of Congregate Care Or Life Care Dwelling Units 0 if Yes,please answer the questions below:
5.Total#Of Mobile Home Lots 0 a) Total number of Townhouse Lots 0
II 1 I 6.Total Number of Hotel Units 0 b) Total number of Single Family Lots 31
LEGEND I ®, c) Total number of Group Housing Units 0
:Z U I I( J � '�. .� 7.Overall Total#Of Dwelling Units(1 S Above)31
W I DSO I I d) Total number of Open Space Lots 2
,(`j I f1 a `� 8.Bedroom Units 1br 2br 3br 4br or more e) Minimum Lot Size 10,890sf
z l Total Number of Phases 1
i It �` �.. 9.Overall Units)/Acre Densities Per Zoning District(s)4.0 du/ac
1
V) DESCRIPTION EXISTING PROPOSED } PerimpeterProtedveParclgrovided�®ems®No ( )
Ir 9)
10.If your project is an infitl subdivision,provide the infill calculations per h Must provide open space quotient r C" Code 10-3071 5
City Cods 10-3032 on the front cover o your drawing sets
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3 1' CONTOUR INTERVAL __o._____________®.�__—_— 39 b u c
In filing this plan as the ply r(s},IPwp da hereby agree and firmly,bind ourselves,my/our heiirs,executors,administrators,successors and
assigns jointlyand several to construct all improvements and make all dedications as shown on thisproposed subdivision Ian as approved the
5' CONTOUR INTERVAL —®®—_®_—_—_®.-_®®—_®—®®_ 40 City. �y
C. I hereby designate i )/fit.-e Isi15,2 tv 1<n y p to serve naysmy agent regarding this application, to
UD PROPERTY LINE BY SURVEY -- — — receive and respond to administrative comments,to resubmit plans on m behalf and to represent me in a public meetingregardingthis application.
11we have re acknowled and affirm that this project is conforming to all application requirements applicable with the proposed development use.
Signed ' Date
N PROPERTY LINE BY DEED O 1 Signed Date
U EASEMENT LINE —
a�
0
TEMPORARY CONSTRUCTION V-1(V 2 PRELIMINARY DEVELOPMENT PLAN APPLICATION 1 02.28.11
EASEMENT - - - - - - - - - - -
2
SANITARY SEWER /- S S
>
0
STORM DRAINAGE
4
WATERLINE PREPARE ,, ,
z� FIRE HYDRANT ASSEMBLY �� �N t ARa .,, DEVELOPER
a CABLE TVssf®Cl '®
FIBER OPTIC °e PCAOF RALEIGH, LLC
OVERHEAD ELECTRICAL WITHERS FZAVEN ELNOT APP D ®® ST�iUC,TION
GAS ®. �. ® NG •e 1 NY RIVE, SUITE 100
> TELEPHONE —� -- -�- I I , NORTH AROLINA 27607
FENCING STRUCTURE ® ® ENGINEERS I PLANNERS ISURVEYORS
WATERWAYS 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] ww .wkhe rav n l•co License o• C-0832 PROJECTDATUM
WEIUNDS HORIZONTAL CONTROL: ORIGINAL SUBMITTAL DATE: ( 1 ) 828-1106
S S
Gil e y S Lztlidin 9
® NEUSE RIMER BUFFER •,� ��-��..�m�.,
NAD 83 (NSCS 2007) 06/28/2011 19 828-066 (FAX)
REVISIONS:18/ 0EREMY MEDLIN
® BUFFER VERTICAL CONTROL: i
NGVD 1988 iof 18%2d1 i Na !
® 12/08/2011
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��T-a- /I W .
/ / NOTES��IIII 11, I -
Z�11L� �--
o2 - � / / 1. BOUNDARY, TOPOGRAPHIC AND LOCATION SURVEY INFORMATION SHOWN
I N F U "I - /I '?I / IS TAKEN FROM AN ACTUAL SURVEY BY WITHERS & RAVENEL, INC.
PROP RTY OF �,\ 111 l Ill,°vq/ i MAY 201 1
IP I I /EMERALD CHASE HOMEWOWNERS ,ASSOCIATION I I it I I —. •— .f /
, I , t D.B. 3932 PG. 7643 I I IIIII III I �
/ 2. AREAS COMPUTED BY COORDINATE METHOD.
V�F ' P tLN.: ;1708,.17-00-�}% I BENCHMARK P.K. NAIL Ii1 II /
PROPERTY OF t EX USF�rs VA ANTI I I 11 --HEALTH PA N/F 3. BASIS OF BEARINGS: NC GRID NAD 83, (NSRS 2007)
I MATTHEW CLEARY , o I Zo I ; IN SIDEWALK I IIII
ZEONIN R-4 I o I i NON-EXCLUSI AccEss PROPERTY OF
LOT 103 IP,F ' � 199:97' \ \ Q TLP `, . ELEV 449.47 (NAVD88)< I.111 1� -AND UTILITY EMENT
D.B. 13878 PG. 823 ; .' 'tirPL3 ` i ; Q�c I e + I ;I 11 I ! g-a. 1162 PG 1ss9 oB_ i ACCESS c�isErvr / HEALTHCARE `PROPERTY GROUP, LLC 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
rl ` �,^� H 4 \ \ / , I I �1 �) r D.B_ 4400 PG_ 285 D.B. 10792 PG. 1410
B.M. 1987 PG. 877 n !`tea � I !'' - I /
/> II T , S 85.50•01''/ E 13s.57/ I LL I� 1 / 5. THIS PROPERTY LIES WITHIN THE NEUSE RIVER BASIN, AND PORTIONS
P.I.N.: 1708.17-00-2636 I N 1 , 1 I P 1PF i I ' l 1111 �' B.M. 2004 PG. 618
j EX USE: SF RESIDENCE PN1� ® t 1 \ELM3 I FF</,` .'136.55� + I , I'I III ` \, _ - _ _ ____-_ - _-__ P.I.N.: 1708.17-11-0136 OF THE PROPERTY MAY BE SUBJECT TO PROTECTIVE BUFFERS AS
ZONING: R-4 \ OAKB \+ I r vFN / I i i - ---- _ -- -
cM I y\ I - } ` - - --'__- ;!; - ____- -- -`-, EX®USE HEALTHCARE AND', FITNESS FACILITY I BY NCD R.
11 OAKSS % *'MPL4
I i �`/ I I I ,' - -' _- ___. - _ ---- -__- _---_-- + r ZO ING CUD b&1=, 1 .AND'\ CUD NB ,t ,�
DEFINED EN
I , /r METAL GATE __ --- / > TLP I 1 , ,
PNSr I I __-',.LA - --' _--- �-- -- 36339' _ r , I I 5. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
I MPL3 MPL3 0 K20 \ / I , -/ _ I , t I I I
OAK16 A ' I ,, ' t ROAD L `\ i 1 I I / 1- / If / i /I , , r i I I , I �'I I I
ELM3 , ,/ I ,I r- / --- ; I I ) 6. THIS PROPERTY IS NOT LOCATED IN A DESIGNATED FEMA FLOOD PLAIN
n I MPL3I \ OAK4 �� i I / i / V. i f ; ; f, I- i i i i i IPF 1 i t , I
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t t I I r .- r� I / I I' I r 1 1 1 r 1 ' I I I 'P ' SO.00• INSURANCE RATE MAP NO. 3720170700J, PANEL 1707, AND MAP. NO.
1. I _I_\ \ OAKI5 ! , / ETAL SIDING r >, \ 1 \ ,� ,' ,/ , I ,' ,' - /-- I ! I i + r r I 1 r I 1 t I I f 1 I I 1 r r I ,
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i 3720170800J PANEL 1708 BOTH HAVING AN EFFECTIVE DATE MAY 2
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N/F I III , ' I I ' 1 + i \ \ f I f ' I r / J % J � I / I I I I I I I 1 I r ° ' I 1 2006.
PROPtKTY OF I ELMS t i , 'L \ I r I /I r - f / r r I I / r I I I ! I r ' ' I
9 1 1 MPL41 I C< I' /' \I\ I` ! I I ,I I I f I I I 1 I . I I I I I I r r 1 I I
ROMAN PYSMENNYY AND I EX;SHE - / ,' /' 0�J ; // / , , I , I I , I J ,
WIFE, NADIYA PYSMENNA ��K1M, L C* oAK3o; TO`BE R OVED rr \ / / °� �' ,J I r / 7. EXISTING WELL AND SEPTIC SYSTEMS WILL BE REMOVED AND/OR
LOT 104 MP } ; E1rM4EL(v16f,{PL3 It , ; - ; rr / , _, �/ \ / �' ' p \f J ,�' , ; ; + ' r ; ABANDONED IN PLACE PER WAKE COUNT STANDARD PROCEDURES.
t I / t , r
D.B. 13599 PG. 1846 I ELMj� % 1 I I /I \ I C3 Iu r
B.M. 1987 PG. 877 LM3 , , , ��E y I 1 / / \ P/ \I SEX ASP IALT r Ir , I, ; + r z r
f OAK16' i PN6* ELM ` ', `. \. GRAVEL\ ,' r S �� rJ ` II . /. ,r ;TO BE REMOVED 1 , , J ,! ,r ,, r' 1 ; ;� ,r ,' ,5 I, 8. EXISTING WATER SERVICE AND :METER TO BE REMOVED AND/OR
P.I.N.: 1708.17-00-2507 , 1 + ono , eNP` \ ,' ,' ' / //p �, ABANDONED PER THE CURRENT EDITION CORPUD HANDBOOK.
EX USE SF RESIDENCE i ELM4 r ,\ \ I r / P� rr 1 ! \ , i r I I t I r / r I I
I 1 . �MPL8\ , ♦ \ , I / / I , I \ , / ,I '' / \.r I , I I r , / / I r f r r
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' OAK17 i fLM6 \\ \\ `\ I \\ . / / '" r r I /' a ,' ; I I I' I I I I' I ,f If 9. EXISTING HOUSE WILL BE REMOVED PER DEMOLITION PERMIT # 94714
OAK 4&J , ELM4 \ \ `� , \ / \ \ ! r / / ,/ r yr / ,/ / !! " \ / / r J I 71
IPF MPL6 UM4 ��\PN4N4 ' ` \ r `t-.----------- \ / / I / !' ! /' r / Ld `r ! ,' ,'' ! ! ! / / \ \, /' / '
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PROPERTY OF PL5 �rl ' ELM4 / t ----- ----------- r 2 I' ,' /' !' f f' ' r r r J i J, i
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OAK2} , i i t , , r ! r, , + I , r r , I
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}( AKIO , >� - ; ,' ,' !' .' N / : p ,° ; r l ` 'o (BC)
BEECH TREE
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- CONCRETE MONUMENT FOUND
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, OAK12 1 / t i I I I I // i /' , I
PROPERTY OF ! OAK12 I r I I o I I / --� a _ ,' OJ`�' �� TO BE REIV)`OVED : DW� DOGWOOD TREE
r ' l �'- \ ��, G Q3 `SrL, I O , r , r / /r ELM) - ELM TREE
STEVEN HAMILTON AND I + f I ' 1'' F ` ` h ` F TR +
/ f / /P , m / 1 $ p��(y 1, ; ; , EE UNE I / _ _ EM) - ELECTRIC METER
WIFE, 1 I / I r ! FF ' ICV__- O�G' `L / i , , , _
KATHLEEN D. HAMILTON I + •,/ , / ` / , / r 1 ♦�/ !! ^� ! r / / OP - ALDUMENOUM FENCEENT
LOT 106 I QAK20 i , 1 i i I lfj I r/ f 4 I IP�'.j`' r f )
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B.M. 1987 PG. 877 if c�{ ` ` r J r / 1 r ,/OAF F.' • qo l I a I , I I r / r m FBW - BARBED WIRE FENCE
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/ '0 _�1R9P INLET 1X7 F' SJ�� + I , / I O FCL CHAIN-LINK FENCE
P.I.N.: 1708.17-00-2412 1 OAKIi4 OAK12 ' I \ - , I t ' I / - _ -
t OAK20 `' 1 1 \ I I ,/ , I I i . I / �` ,0` ' /iQ` /j , �O ' t J I / i )
EX USE SF RESIDENCE , i % 1 ; r wELI" , - RIM: 424.2T , I I I FWW - WOVEN WIRE FENCE
ZONING: R-4 ` ' MPL3 LM31 \--'- /r / / ! / I I DU1 E // ' /�O F r f I i ,I i
— o o / 1 , ,
i ' JJ I / I I DI I of < e , I I I /; GKP� - GATE KEY PAD
t HCKS , HCK4 rF / 1 1 I / / -. � E ,� C1 O' tPly t I , , /
1 \ t , ,, I i `,I !I ! I' ; 1 ,' I I / ,' ,! I. ' \\ I , I , Q� / �� , ' ! ' f I ! ,' , / I I 1 ,
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t \ / I , , I , ! I ------ \ �, \0 Q , ' GMT - GATE MOTOR
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i � I �& '\ i /' ,' r I , I ,' ! , ' I r , / ! G f , L /� Q- P !r ! 1 i r r /J I r r r I Ji i /i I`
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Q4g 4 t GUM SWEET GUM TREE
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HCK - ' / / , I r , ! f r r , I 1 ---I - �I / C3M \/,` / / , , f , -
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, AK78 \ OAKZ , ,' , t \ \ , , N 0 0' 1 % r I/� LP) - LIGHT POLE
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N OAK- AK6 \ PN12 LM4 ` - , , \ rp r Ir 1 I ' i ,, / / / 0' - W E COUNTY S �1NDARD I f i r' i i i'/ ,'MR MB) - MAIL BOX
&' - X I i/, f (k I�MC ) / / MPL) - MAPLE TREE
N/F t t OAKS NS \ / / J I / �% I JJ i + , ' �� \\ _ `- ' / ' ---- / r I / q W )
PROPERTY OF oAK3& �! \ , , , ` ,' /` �/ ' ODE MRW) - MASONRY RETAINING WALL
+ ELM4 ` / ! ,f r !' </ - CONS&€T� ` ' ' , D'f
NF - NAIL FOUND IN TIMBER
�O _ \HCK CH3 \ - ! / , p / fL , r ' , ,' I r
USA MOTTS JACKSON LM4 \ t�` ! ,, CMP/ �� / yAD - _, OAK) - OAK TREE
'\ OAKS PN 12, \ , , r / \\ / r , I ___ - , r f I2
LOT 107, EMERALD CHASE L,1 �``\ 8ELM4 I // r I J r r �, 420.59' ��/�_ - r q PN - PINE TREE
D.B. 13975 PG. 349 PN6 P11� PN9 / f �Z \ i i % ; i ,r - ----- f' ,'` fr ; /it P0� - POPLAR TREE
I B.M. 1987 PG. 1145 =) , CK6 OAK4 / I < `� f If r/ , �' � r 0•I , RCP - REINFORCED CONCRETE PIPE
l0 ' HCK4 ,1\ OAKS%HCK6
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P.LN.: 1708.17-00-2314 LM5BCH,, / I r ,-'� - ``EX SiARAGE I J SPG - SPIGOT
EX USE: SF RESIDENCE °D ' ' I' / I` I' / \' I , ° ' �\ -- TO BE REM0ILED ' / J ; n STW STONE WALL
O HCKB OAK6 ♦ \ I J I r / / I I / / / - _ ,' r , I
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a 13L ® `�PN6 \ , I I I / / / � r, ,,- / / , / to -
6AK21 `♦ ``\ / i ; / / ,' /' ; i i i I , - T N� If Jr I
ELM4 . OAK70 ♦ \ , \, / / , , t 1 '' '/ , , /, / TLP TELEPHONE PEDESTAL
Z" Oaks` BCH3 oAK41 ~` . - ; % % ; ;\ I' ; ; ; ,' r' ; ; i r I /' ,------- , ,r , , ; ; ; RIPARIAN I BUFFER TTWELM - TWIN ELM OE�j - TOP OF BANK
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0AK20 h K1 ' J I' ! ,! ' + ' h ' r
, `\ `�AK13 ` - /' I I i i ; ' r / I f I I ! r /' .i ' I ° I ' 8' �MP ; ' t'` / / f / i r i ! -
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I \ \ , \ J I I , , / f , , I f r / , / 'f I ' , N1CV ! , I / , I / -
N F &OAK15 \MPL6 - f \ / Q INVI: 417.83' , / , N TPLOAK - TRIPLE OAK TREE
` HCK4 1 ELM4 \ � , I , , / , / / / ! r , ,, I' ! f / , 1 , , / / ,`
/ / I , , / I. , / , , t , / , ICV / , , I , , , , EXISTING ;n WM) )WATER METER 11
PROPERTY OF \ �'' , / t I _
r \ 6. `,\ \ \ `� r , , , r / , ! f \ I ! , , / I / , ' / r ' ! // r ' , ' i r r i , N
CHIH-TE CHEN AND \\®oaK1a`.MPL18 ®OAK1 ` \ _ -' ; , / \ r ' r , I f WV WATER VALVE
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WIFE, SU-JU CHEN �. _I . \\ / . I r I r ' I 1 ,` / / / I ; / , I` ` - ,/ t I' I' I O
♦ ,-� / i ! , I r , ` I , ' , / ,' / , / I/ i 1 f , , / r r r f/7
S LA OAK3 . , ; ,' ; ; ; ---- ; / \ HAW W L PROPERTY INFORMATION
LOT 108 F `` �. OAK3 0' , I r 1 r I t !` / , r r` I' /' / r f � r
D.B. 4557 PG. 810 &oAK2o D N , i i i \ i '
B.M. 1987 PG. 1145 c&\ OAK13` ,,PN7 '/ ' I i i ' I \ 'Vol/\ ' I / i i r i i +/ /, rr
B.M. 198$ PG. 844 `.\ ``, ,` ,, I I I 1 , 1 I + y r / I r I I ,' I I / r r I Or I>, , '
P.I.N.: 1708.17-00-1284 \, `�� 'OAK10` 1 - I U.1)+ i I I t \ r� \ f i / f I , rI I - ;/ � f , O EXISTING WOODEN DOCK TO REMAIN OWNER TURPENTINE LLC
EX USE: SF RESIDENCE oAKf7 ,6 1 I I , I r , \ I I ; i i I / _ , ,� I' I °C/r .
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\ \ OAK 18 v / L , , I / r ! r
OAK9 ® , , i / I 1 r ' , I I I '' � ' ,
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AK20 OAK I' I \ I I / / I /
I (ICKS , , O I , , / ; /� WAKE COUNTY PIN 1708.17-00-6360
1 HCK3 ,�^�, �,�,� , f r f I I n , I \ 1 + I I r , , I / I / ,
t UM3 VMPL3 I \' '/ f DEED BOOK & PAGE D.B. 11629 PG. 1533
;OAKS \ \MPLS \\ ` i I / I I 11 i i r t i i ; I i i i I i i I ; /' "� , //
ELM3 ,�q�OAK \ ` q ; I \ ( , O I I I I r / /' ''- /
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•OAK17 ` �C ' rr / f , f , I \ / I I I I � / / I I I I I I / if / /� //I ! ! .
�C AK6 I I f ! / r /
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PROPERTY OF &OAKS ' . I `-`---
\ r I r I I I I " \ ' I I I I I I I ,------ _ ' N/F ZONING DISTRICT R-4
NEIL R. O'CONNOR I, `PQP12 I, AK6*HCM 0 &M-4 /' t I , , �� 1 ! - fr RISER STRUCTURE
r I r INP ' r + r r I 1 / i i ' I r ' ,' \ , 48"
LOT 109 \\ OAK7 ` I, ----+ \ II ,' ,I , /+ I / I , ; f! i I ; -------- - INV RCP MASON LONGWILLIAMS AND
`\1, I , M1 `--- RIM: 405.23'
/ \ 1 1 1 t �/ INV. IN: 389.41'
D.B. 5689 PG. 44 \ MPt,4 ; I ; / I / I II / \ I / f r I' � 1 -- - `` INV. OUT: 389.3s ISABELLA WILLIAMS SMITH ACREAGE 579,514 SF; 13.30 AC
1 D.B. 5704 PG. 459 B.M. 1987 PG. 1145 `\ GUIZ4 &A 15 I \ / Ir I r 1 ' i r i i 1I r r i i i--------- 0P.I.N.: 170$.17-10-$341 P.I.N.:_1708.17-00-2117 \ PNY2! I ,, I / I I I / r I / , 1 ,
EX USE: SF RESIDENCE ` \` oa , PL36 ` \£LM31'_II ^\ / ; f r i i i / 1 i I' ; i r i i ! 1 ;------ ¢Os,_`_
` OA •7\ I 7c'�N10 / r I ' I I I : / : 1 ,' '\ I I / I I f , I + I ! I t , 1 I i I r `, ;` _ // EX USE:. SF RESIDENCE ', , , L RISER STRUCTURE
ZONING R-4 , ,
\ \ ♦ /'/ I / , I I I / r ! , y r I I \ \ I , 1 15 PVC TRANSfiIONING
ZONING: R-4 CDR9 OAK5 ` OAK3♦ /' !' /' i ; II / r 1 11 1 1 1 1 _ I - t t ,
I / r I �♦ 1 ,� _ - t i , , I t TOP OF 8" CMP. 414.7 t'
I 1PN7 \ I / I I , t RIM: 41536 TOP IT PVC
Q , , I I I , \ / 1 I 1 O 1 `` // + , , TO 8" CMP
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AK22 �/{Ikj^,� PN3 \ `\ \ `. / I I I / I I f , I 1 \ ` t - _ \
gK r`h4 , . / , I I ; i i / ' , I / i ' ,' / i /' , , \ \ I \ ` \ ` �� - I , \
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IN WOODEN FENCE MPLS, I 6 , \ t I ! I \ / / , ! t i r /^ / \ -♦`\ '_ �� 1 `--------------------- ------ - - y .,
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I , I I \ \ / r , I I I I I ! 1 I 1 1 /\ ' ' / / - 8 - ` \ _ \ \ ` \ _
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e`� �O N.C. GRID COORDS_ PROPtK'TY �F /' I , -=- r i ,' " -___= ' \\ -� -� /
= s -Of GR KENNETH A.-LIPSCOMB AND N F N F r WV Ij PROPERTY OF; _ ,I - `, -c_- . J'`_,y ';i/
3g. 1g N: 779.990.34 ALI REZA MONAKDAR AND 1 / _> \ , I - -
// _„ ,-
20� E: 2,100,265.41 PROPERTY OF PROPERTY OF III \ ;`t r1
�;� „s-_/
O1 WIFE. GEORGIANNE t LIl _ CHARLES 0. SHERMER AND" \ 1 ,, 1 -- -_--F` '--=; N' �� ---_= `� ` .-:II ` s
2 WIFE, AMENEH MELINDA F. PEABODY SUSAN T. HAHNENKRATT r I t `- ` n s!< {.--
i GEOON-LIPSCOMB GHOLIZADEH , I'I f EXISTING SANITARY WIFE, REBECCA L SHERMER \ , ,, ExISTING snNrnA `� -�'R OF -� \11 �,
N.GG.S. MONUMENT N/F LOT 370 LOT 372 LOT 373 ? EXI TR MANHOLE LOT 374 \ SEWER MAN WAKE CO BOARD OF EDUCATION __;='' t\ 'I'i;;'% ,'�,r
NCGs ANNE LAKE 3 PROPERTY OF LOT 371 D.B. 12188'PG. 848 D.B. 13919 PG. 1410 71 ` Ill RIM: 391.54' `� -�t\.
D.B. 5321 PG. 830 D.B. 9758 PG. `1115 I > RIM: 409.18' D.B. 11062 PG. 302 � INE ELEMENTARY SCHOOL �\- j` , /
NAD 83 (NSRS2007) JOYCE NUSSEY CHOPLIN B.M. 1988 PG. 755 B.M. 1988 PG. 755 �I INV. OUT. 401.22 B:M. 1988 PG 755 INV. IN 1 : 1.20 `11 5 D.B. 13625 PG. t724 �=,- " /
B.M. 1988 PG. 755 B.M. 1988 PG. 755 _ _ ilI v N�,F NV. IN�2�. 82.66 --,
N.C. GRID COORDS. LOT 369 P.LN.: 1707.05-09-3991 - P.LN.. 1707.05 09 5961 P.LN.. 1707A5 09 6950 I M P.I.N.. 1707.05-09-8984 INv. out Ds3 B.M. 19$1 PG. 1\
N: 772,886.53 D.B. 14254 PG. 2101 P.I.N..-1707.05 09 4980 EX USE: SF RESIDENCE EX USE: SF RESIDENCE II I I m � PROPERTY OF , `
o EX USE: SF RESIDENCE I ,- EX USE. N RESIDENCE P,I.N.. 1707.Q5'-19 4674
3 E. 2,080,781.88 B.M. 1988 PG. 755 EX USE: SF RESIDENCE ZONING: R-4 ZONING: R-4 N I � � —— ZONING: R-4 � GREYSTONE ASSOCIATION (2) � •fII�G'USE: SCHOOL 1 I ZONING: R-4 ZONING: R-4 III D.B. 4793 PG. 443 _4
o C.G.F.: 0.99991836 P.I.N.: 1707.05-09-2898 I
EX USE: SF RESIDENCE N IIl i - B.M. 1990 PG. 1042 co 1
"' ZONING: R-4 II,I I t cc gym' P.I.N.' 1707.05-09-6113 �
��\ I t 31 CA EXISTING USE VACANT o� --- / S \ �,
o , I;I ., ZONING: R-4 0
I o \ /I� � 4 .,�� EXISTING SANITARY
o n IIn I ` ".� S SEWER MANHOLE
'/ RIM: 405.69'
C d I `\ It,t " INV. IN: 398.29'
o Ill 11 / s INV. OUT: 398.24'
o I t/=t � Pv%
Y .
-----------------
NOL RftNw Date
1 City of Raleigh 1st review comments 10 18 2011 DW W&R 1"=4(Y I
Dravm DateWITHERS RAVENEL
2 City of Raleigh 2nd review-comments 1 18 2011
BY
Y 9 � � DW
LANDING. GREYS
Dw omsrn
3 City of Rale1 h Final comments 12 08,2011 DW E S
Y -9 � � TING S N '
ChedW job Na ENGINEEitS I PLANNERS I SURVEYORS
CITY OF RALEIGH WAKE COUNTY NORTH LI A _
CQU O CARD N 111 MacKenan Dnve Ca North Carolina 27511 tel. [phone] www.wlthersraveneLcom License No. C 0832
DW 2090095.10 ry,_

STREET CENTERLINE DATA TABLES SUMMARY INFORMATION TABLE
LINE BEARING DISTANCE LINE RADIUS ARC CHORD CHORD BEARING TANGENT DEVELOPMENT NAME GREY'S LANDING (FORMERLY SHAW'S LANDING)
NO SIGHT OBSTRUCTING, OR' PARTIALLY OBSTRUCTING LOCATION/ADDRESS 8230 WOBURN DRIVE
WALL, FENCE, FOLIAGE, BERM, SIGN, PARKED L1 S03'14'26"W 107.76' C1 400.00' 58.87' 58.81' SO4'44'51"W 29.49'
VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS 7 , WAKE COUNTY PIN 1708.17-00-6360
OF TWO (2) FEET AND EIGHT (8) FEET ABOVE THE L2 S20 49,38 E 74.16, C2 350.00 34.96' 34.94 N06'06,0T,E 17.49
L3 S01'46'18"W ` 14.54' C3 300.00' 126.02' 125.09' N0847'36"W 63.95, DEED BOOK & PAGE D.B. 11629 PG. 1533
CREEK
CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT TOWNSHIP HOUSE CREEK
IF NO CURB EXISTS) SHALL BE PLACED WITHIN A L41 N89'26'527W 239.76' 1 ('41 600.00' 236.65' 235.12' S09'31'4U'E 1 19.89' ZONING DISTRICT R-4
102 SIGHT TRIANGLE. • , SINGLE FAMILY RESIDENTIAL
0
L5 S8816 57"E 165.94
DEVELOPMENT TYPE SID NTIAL
N/F L6 S88'16'57"E 14488'
THIS PROJECT WILL BE DEVELOPED IN ONE PHASE
PROPERTY OF
L7 S00 31 53 W 21.71
EMERALD CHASE HOMEWOWNERS ASSOCIATION
IPF D.B. 3932 PG. 763 L81 S08-57'4YWI TOTAL ACREAGE 579,514 SF; 13.30 AC
N/F P.I.N.: 1708.17-00-4947 BENCHMARK P.K. NAIL r41 a OPEN SPACE 119,669 SF; 2.75 AC
PROPERTY OF EX USE: VACANT IN SIDEWALK III HEALTH PARW' N/F
MATTHEW CLEARY IPF ZONING: R-4 I -I I I• NON-EXCLUS ACCESS PROPERTY OF - 20.7% OF SITE
1 ELEV- 441.47 (NAVD88) III AND UTILITY EMENT
LOT 103 �•9T I II
I D-B. 1162 PG 1559 60' ACCESS EASEMENT / HEALTHCARE PROPERTY GROUP LLC 1 11
9
D.B. 13878 PG. 823 , I D.B. 1739 PG. 261 BUILDING HEIGHT 40 MAX
szs • EX 5 CONCRETE SID K1 '
s 2 s I D.B. 10792 PG. 14t0
B.M. 1987 PG. 877 S 85'50'01" `l EX D.B. 4400 PG. 285 / DRIVEWAY LENGTH 18' MIN
P.I.N.: 1708.17-00-2636 IPF 100.90 E 136.5T 24- BBB I li / B.M. 2004 PG. 618
EX USE. SF RESIDENCE 30' REAR 136.55• I I P.I.N.: 1708.17-11-0136
N/F NUMBER OF LOTS ALLOWED 53
� ZONING: R-4 YARD SETBACK 7ss . _II 1s+ sss
• cMF PROM E TRANITION S 85'ST11 E �• EX USE: HEALTHCARE AND FITNESS FACILITY PROPERTY OF
" 891,08 �
___----- TO EXIST G SIDEWALK as-,7. -- ZONING: CUD 0&1-1 AND CUD NB ISABELLA WILLIAMS SMITH NUMBER OF LOTS PROPOSED 31
` - ----- GROUND SIGN "'� 36.339, D.B. 12962 PG. 1888
- TO
1sr 16+62.41 113.96- P.I.N.: 1708.17-10-8874 ALLOWABLE DENSITY 4.0 DU/AC
I
-- - ' 15°X15' SIGN EASEMENT 65.17' _ EX USE: SF RESIDENCE PROPOSED DENSITY 2.3 DU/AC
----I 15'X15' SIGN EASEMENT = IPF ZONING: R-4
INSIDE CITY LIMITS YES
t t I I 1 r----------- / = IPF so•00' LINEAR FEET OF PUBLIC STREETS 1,216 LF
IPF ►- \\`\ 17 t 1 I I 15x350 SIGHT I j �------------------- _ -
N/F Z. \ �`� tt �, 10't TRIANGLE I j / --------- -
PROPERTY OF w1 `� �aA� \ 13060.53 SF t W�.-�1 I I ! ! - ? STORMWATER CONTROL - PUBLIC STREET R/W 69,661.09 SF; 1.60 AC
9 \ 1 t 18 I I 1 I SIGHT EASEMENT I I / , _ _ _ STORMWATER CONTROL/
ROMAN PYSMENNYY AND w ` \ 1 I I I I MAINTENANCE - _ -
,,, 0.30 AC 1 I m I I �� I I I / / EASEMENT = _ = BMP EASEMENT LINE TABLE AVERAGE LOT SIZE (SF) 11,451 SF
WIFE, NADIYA PYSMENNA \ t 1 N NOTE: I ! ,
\ I I PRIVATE STOF I I = LINE BEARING DISTANCE
LOT 104 � \ 1 t 10899.78 SF '°I o NO DRIVEWAY PERMITTEDI / / � � -
D.B. 13599 PG. 1846 Zo! �`` �`\ It It 0.25 AC I r DRAINAGE EASEME T a + 1 WIfrHIN SIGHT EASEMENTI 21 / / / 22 �\ OPEN SPACE = L10 N002'27"E 33.56' MINIMUM LOT SIZE (SF) 10,890 SF
B.M. 1987 PG. 877 _) , 1 ► n I I IM I 10995.93 SF ~' = L11 S79'11'16'E 16.81'
P.I.N.: 1708.17-00-2507 , ` t I 20 I 11052.71 SF - PARKING REQUIREMENTS
\ ` t I I 19 1 CURB I I 0.25 AC / ' = - = L12 S8757'33"E 94.54'
EX USE: SF RESIDENCE \\ , t I I I y i I DEPRESSION I I / 0.25 AC - PARKING REQUIRED (2.5 SPACES PER LOT) 78
ZONING: R-4 10897.65 SF I �\ ► 11034.70 SF I I L13 N5549'427W 26.46'
� ,� - - " PARKING PROVIDED
of �� o i i 0.25 AC ' i 0.25 AC ' i i L14 N8T57 33 W 98.70
:. I ----- -�' �� EL408s- R GARAGES 124
IPF ULLI, 16 `� "' `� i 1 1 I i -� - _ L15 S8T51 58' E 97.83
ALL UNIT HAVE 2 CA
15x350 SIGHT I �~ '�- .. tY. = __ " 4 SPACES PER UNIT X 31 UNITS
- as . _ _ L16 S23'31 39 W 35.86
��� y95 A J24• I 201R • 1 TRIANGLE 1 I .' �. ` _
N/FI- \ �ry ' I----------'I 1 I t/ �56.31' ` r�t %'� �` =- _ -= PROPOSED 50'. PUBLIC L17 S30'01'50'W 23.97'
PROP RTY OF 21175.30 SF P -
65.0' SID WALK EASEMENT 30'R ,,_ BLEt --- n AI I 25 R P `\ Y ,�3 _ _- _ GREENWAY EASEMENT " SETBACKS ( R-4 )
R-0f�4 - -- >- L18 N87'51'58 W 149.05' FRONT YARD 20 FEET
0.49 AC � H q, � �•
MARY JORDAINE `* _ Of
LOT 105 20'R 35 `�'• _ ''� `� _ - o L19 N63'30'03'E 129.97'
D.B. 6698 PG. 676 ---------------! ro/ 57.99' s4. _ _ _ " SIDE YARD 10 FEET
B.M. 6698 PG. 677 �. Q• 3>S, PI +a5- �2:31• A- j L20 N2910 54 W 68.85
�: - 23 `
P.I.N.: 6708.17-00-2500 194.13 R m o ye- �`� o L21 S8557'11"E 11.82' AGGREGATE SIDE YARD (OTHER THAN CORNER) 20 FEET
EX USE: SF RESIDENCE �-� \ N �` ► 11322.37 SF `, - - m L22 S28'10'54"E 112.21' CORNER SIDE YARD 20 FEET
ZONING: R-4 -"-----___-- __ - m t1+oo 1
-------I a io + Ls I y _ �_m '` �__ 0.26 AC _ _o L23 S5T05'43"E 33.88' REAR YARD 30 FEET
1 Il N N LB 1+oo - 3� __ I � w L24 S02'22'44"E 12.25'
15 tt °' �� I°1%c E a SR -------_____ I = a. L25 N5T05'43"W 43.53' GENERAL NOTES
7s.73• P o 0 L26 N28'10'54)W , 32.23'
21906.70 SF 9 ' i $ 30'R 32.11• A_?! _----______- '7p 7s - - __ d 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT
L27 S63'30'05*W 130.56' STANDARDS & SPECIFICATIONS.
N/F ••?"s9. 40 PUBLIC R/W, 26 B/B '� 2b' B/B
/ "` - L28 SEIT26'52"E 92.43' 2. BOUNDARY INFORMATION TAKEN FROM AN ACTUAL SURVEY BY WITHERS & RAVENEL MAY 2011.
PROPERTY OF 0.50 AC 20 R
•"" r------------ �. i , ,r m L29 N00'33 08"E 55.00 STEVEN HAMILTON AND ,• i'`\ A-56.26 1 I -t30'R OT-P-I�BLIC�� q\ � �• -= - - � , 3. THE INTERSECTION OF RIGHTS-OF-WAY SHALL BE ROUNDED WITH A RADIUS OF 20 FEET
WIFE, KATH O N D.
HAMILTON �,� ,' I R003 tl t �3s°4 „�,..�$ ♦ = L30 S89'26'S2"E 52.99' UNLESS OTHERWISE SPECIFIED ON THE PLANS.
�� I , 20'R \� A�s9 \ 24 ! ,� „ 4. OPEN SPACE WITHIN THE DEVELOPMENT SHALL BE MAINTAINED BY THE OWNER AND/OR
D.B. 6555 PG. 752 / ,-1 I t 9 y CURB ,\ `\ � _ _ = m� L31 S56'14'40 E 48.60' HOMEOWNER'S ASSOCIATION.
B.M. 1987 PG. 877 /`------ I c, I t o t DEPRESSION \ es \ , = Cc - „ ,
i / I ^ } m PRIVATE STORM e,, \ 11335.57 SF , Z^ a� L32 S30'05 01 W 26.64 5. WITHIN THE AREA DEFINED BY THE SIGHT DISTANCE TRIANGLE AND THE RIGHT OF WAY
P.I.N.: 1708.17-00-2412 ,� , ! I 12 N ;, a6 _ \ \ ,• o__ _ 3 " (SIGHT EASEMENT), THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING
EX USE: SF.RESIDENCE ' I I t N x25 t DRAINAGE EASEMENT ," 0.26 AC L33 ----- 08 W 29.34
/ / I ` t ♦ \ ti - WALL FENCE SIGN FOLIAGE BERMING OR PARKED VEHICLES BETWEEN THE HEIGHTS
ZONING: R-4 / / I 10895.61 SF tt ° ZV ► I �\ 8 __ L34 S28'S5'2TE 58.43' OF 24 INCHES AND 8 FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED
/ ! t 1 \ - ,
/ � \ � ,r _ - WAY IF N0 CURBING EXISTS.
- L35 N8926 52 W 109.27
/ 0.25 AC 11 o7o.so SF ► 1 / ,a =
1 13 1 I - _ - _
4 t � � '• � 6. SIGHT TRIANGLE SIZES:
I$9 ,' / ! I ` 6€ ` 0.25 AC ► ► 25 �'� e°�_= _ - - L36 N00'33 0& E 55.00 ,
13288.86 SF / _ _
INTERNAL STREETS: 15 x350
I 5 CONCR I ALK ti - -
ETE S DEW
ti / 10949.72 SF M -- - _
IPF � ,� , a , I - --------------� � � � 1 � `` = = = EXISTING RETAINING WALL THE CONTRACTOR SHALL CLEAR AND GRUB ALL SIGHT DISTANCE TRIANGLES AND ALL
L37 N89 26 52 W 94.74
EMERALD - 0.31 AC /� 0.25 AC 10953.96 SF _ ,
h� = L38 N68'27 56 E 86.14 INTERNAL SUBDIVISION STREET INTERSECTIONS AS NOTED ABOVE.
13s.2s o 'o• 1 1 0.25 AC -- - 7. RIGHT-OF-WAY SHALL BE CLEARED AND GRUBBED WITHIN 50' OF ALL PUBLIC STREET
CHASE 1 t t t i - = INTERSECTIONS.
/ I -------------------- G ---------- 8. SOLID WASTE COLLECTION FOR THIS PROJECT WILL BE HANDLED THROUGH THE CITY
OF RALEIGH SOLID WASTE SERVICES (SINS). REFUSE CONTAINERS WILL BE STORED IN
N
1 = MR
1 �
N F ------------------------/ / I - 1 LOT 11 NOTE:1
1 o w1oE GARAGES.
ER ---------------- I ; 1 o - _ $ 9. FINAL SUBDIVISION PLAT WILL BE SUBMITTED AND RECORDED. BUILDING PERMIT
PROPERTY OF --� •- MINIMUM DRIVEWAY / 3
¢i 1 LENGTH=18' 0 SIDE v L--------------------/ �- -
LISA MOTTS JACKSON / ,0 11 �� = APPLICATIONS WILL NOT BE APPROVED UNTIL THE PRELIMINARY PLAN IS APPROVED,
I OF SIGHT EASE NT 80.70, _ CONSTRUCTION DRAWINGS ARE APPROVED AND FINAL SUBDIVISION PLAN IS RECORDED
LOT 107, EMERALD CHASE L,•I I _ - •,� 124.31' - _ •
D.B. 13975 PG. 349 -�� 1 10920.09 SF `� = 100 YR FLOODPLAIN 10. AREAS COMPUTED BY COORDINATE METHOD.
B.M. 1987 PG. 1145 u1 . I t - = 11. BASIS OF BEARINGS: NC GRID NAD 83
P.I.N.: 1708.17-00-2314 �� . • 1 t--------------------------------- - _ - ►� ( )
1s.10 69.36' I 0.25 AC - r. 12. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
EX USE: SF RESIDENCE om 123.17 - 32•ss, �_ t a 15x350 SIGHT / -
• a•ss' rRIAI�GLE ! _ EL 4ps s NEUSE RIVER �i 13. METAL STAKES SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
ZONING: R-4 __ �� _ ,.�
---- / h - - RIPARIAN BUFFER m 14. THIS 'PROPERTY LIES WITHIN THE NEUSE RIVER BASIN, AND PORTIONS OF THE
Z SECONDARY 20�IVATE STORM Ss':: 2z 18' -__�---\ ��, tl 27 i " -=_ PROPERTY MAY BE SUBJECT TO PROTECTIVE BUFFERS AS DEFINED BY NCDENR.
TREE M DRgIN ,- ��. ��__ 236'� , t , - -- m __ 3 15. THIS PROPERTY IS NOT LOCATED IN A DESIGNATED FEMA FLOOD PLAIN AS SHOWN ON THE
CONSERVATION ___________ -� EASEjy yr - -_� �~ t 10899.78 SF /�~ _ - - FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO. 3720170700J,
\ \ ---------, -----------_ ENT �, � 1 t �- =� -
N F AREA t --___ e ` t 0.25 AC ^' EXISTING N PANEL 1707, AND MAP NO.3720170800J, PANEL 1708, BOTH HAVING AN EFFECTIVE
(1.02 AC) \` \` t tt -If: A --- - = = DATE MAY 2, 2006.
PROPERTY OF t �q �: o 12+s-5-------- ---- - - POND N
�. _� -- - = = M LOTS, N\ I __ �..�.._,�_�.� , ,�,��.,,�`�.��� .-, _rr _.F...�_�.�.�r 16. ON CORNER L O DRIVEWAYS WILL BE PERMITTED WITHIN A SIGHT TRIANGLE.
CH H-TE CHEN AND \ 1Yr- �� r ---� - -r ,_ �
1 I �1�. :-:. M .� ..crs� . � = .. _-. _ =- 17. MULTI-WAY STOP CONTROLS WILL NOT BE USED ON ANY PUBLIC INTERSECTION WITHOUT
WIFE, SU-JU CHEN `� `� t I I o o ,� �:::.:.: _ RI4IWATER- - -_
7 t I I -�- Y r �; - v - - cn APPROVAL FROM THE CITY TRAFFIC ENGINEER.
LOT 108 \ t o Y ` J S e L A
` I � `1�S' -=-- ��- NTE� C�"` _ --/ __ = H , ` K E 18. CONSTRUCTION DRAWINGS FOR PUBLIC AND PRIVATE STREETS OR UTILITIES.SHOWN ON
D.B. 4557 PG. 810 \ \ _ _ o = -
11544.47 SF t t1N t 1 I I I � - _� 4ENT -- _ THIS PLAN WILL BE REQUIRED TO BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS
B.M. 6 698 PG. 1145 ? t ,,, t 8 I I I 151350 SIGHT `; 1 -- O
B.M. 6698 PG. 844 \\ 's3 �\ 0.27 AC �` I N I I TRIANGLE „ i ��� � - _ OPEN SPACE DEPARTMENT AND PUBLIC UTILITIES DEPARTMENT PRIOR TO RECORDING OF ANY PLAT
P.I.N.: 1708.17-00 1284 3 n\ t 1 10953.18 SIF I 10 I I I NOTE 1 / oac 20. ALL MAPS RECORDED FOR THIS SUBDIVISION FOR THIS DEVELOPMENT.
EX USE. SF RESIDENCE `` ` t I Im I I I NO DRNEWAY PERMr1rED / = _ ___= k SHALL PROVIDE DEED AND MAP INFORMATION 19. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS
ZONING: R-4 \ \ t tt 0.25 AC I M I I WIITHIN SIGHT EASEMENT m I 28 / ,%. _ 32 ,
t 1 I I 11 1 , _ _ _ FOR THE EMERALD CHASE HOMEOWNERS SHALL BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF THE CURB. NO DRIVEWAYS
SIGHT EASEMENT a I / - 119668.70 SF ASSOCIATION PROPERTY. SHALL ENCROACH ON THIS MINIMUM CORNER CLEARANCE.
\ \ t t I I M I \ I 10895.29 SF 1 = EXISTING DOCK
1 I 9 1 I 10 I I I I 0.25 AC ! n = TO REMAIN 2.75 AC
\ \ , ----- I I I I I _ Y I ! ~' _ - NOTE: NOTES:
\` \` 1 10910.81 SF 1 1 1 5; I J I I 40Z�5 - DOCK IS NOT LOCATED WITHIN CITY
` ` ' I I 10963.55 SF ------------------I OF RALEIGH GREENWAY EASEMENT I. ASPHALT INSTALLATION IN TWO APPLICATIONS:I%2' & I'.
0.25 AC I m
19705.53 SF �\ `� q` I I I I W = _
N/F `� o �.•.�7249 I I I 0.25 AC I �tn - - PRIMARY TREE 2. ABC STONE REQUIRED UNDER ALL CURB AND GUTTER.
PROPERTY OF _ 0.45 AC \� o`ti�9 ' I o 20'uj 128.11 - - CONSERVATION N/F 3. A BERM WIDTH OF 9.5'1S REQUIRED ON LOCAL ACCESS SYSTEM ROADWAYS WITHIN
NEIL R. 0 CONNOR `'--__ Q ` I I OPEN SPACE - AREA PROPERTY OF
LOT 'CO - \----------_ 1 I I______---- + �•, OF ANY INTERSECTION AND WITHIN 100 FEET OF ANY INTERSECTION ON COLLECTOR
N 0.31 AC) MASON LONG WILLIAMS AND
' ^ - ( ISABELLA WILLIAMS SMITH STREET SYSTEM ROADWAYS. SEE STREETS ,SIDEWALKS AND DRIVEWAY ACCESS
D.B. 5689 PG. 44 " -` / 35'R -
Z B.M. 6698 PG. 1145 1ss / ryo + 9 cuRe 132ss a . a - Fp D.B. 5704 PG. 459 HAND BOOK (DESIGN CRITERIA).
- s7' ``--__J N 25R ROO SIDEWALK EASEMENT DEPRESSION M GF
z P.I.N.: 1708.17-00-2117 ` -___ 4.
n, _ T------------------ = OF P.I.N.: 1708a7-10-8341
n 57.41' 61.03' H CBLE ! t � r -- 44k EX USE SF RESIDENCE THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE A MINIMUM
,�, EX USE: SF RESIDENCE �, PROPOSED 50' PUBLIC
ZONING: R-4 GREENWAY EASEMENT ZONING: R-4 OF 8-ABC,3' BCBC TYPE H AND 2%2'OF BCSC TYPE 1-1.1-2. OR SF 9.5A.
29 1 '� ` - = THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARES AND ARTERIALS SHALL
-
12+00 m _ a m 1 a'• - BE A MINIMUM OF 8'ABC,41 'BCBC TYPE H AND 2J2'OF BCSC TYPE
5'R - I -+- L4 11+ao m a C0 I (EL:4�4.5 -t _ /z
48• - - + d --r--- - ,o I 1-1.1-2.OR TYPE SF 9.5A. THESE PAVEMENT DESIGNS MAY BE INCREASED BY
of _ 10940.92 SF
5 ' M N C' I 0.25 AC 1 THE ENGINEERING DEPARTMENT BASED ON TRAFFIC VOLUMES,SUBGRADE SOIL
1 �� c> M I STRENGTHS AND/OR TRUCK VOLUMES.
_ -
M 22246.04 SF
�3s' 50.08• 64.6 DOUBLE I ---- 100 YR FL000.51 ACDPLAIN4
0 PUBLIC R/W, 26 B B MP .� CURB 140.56'
�0 IDEWALK EASEMENT + s2 „ DEPRESSION___ SEE DRIVEWAY DETAIL
- - - -
o 0 I ------- - .PB v; - - - _~� - - WITH SIDEWALK
c., IPF �� ^ A, Py /�---------I ' r----- 35'R I V I r 6 _ _ _ _ _ -`-�..`
----- I
ff
I I 20'R I Q s I �• `O�' _ _ - _ _ ` STD.NO.20.01
20• A=69.85' ' I I SIGHT EASEMENT 1 o I 3O -_
^� P /= - _ -
'- N F �'' ��' / I 2 I I PC 1 +8 ii. M 1111+00.35 I -- - - - _ _ �•._ `�11t1I I I1=r�/ •� �`
PROPERTY OF / / ANT YARD SETBP'-K I cYi j i 1 9 2.a6� a I 11044.29 SF C- 2A - - __ _ / �� �,•��`�N CAgol''',,,
THOMAS J. CASEY AND '
, N O I _ e e i
00000
, m I 10910.09 SIF 1 20' �P 1 0.25 AC - =\ _ E °
- -
g WIFE, LAURIE M. CASEY Zoe / / I 10891.18 SIF r I o N T 10 I _ -- = _
LOT 110 23 / / I I I I PRELIMINARY
/ 0.25 AC Q �, r . -- -- - -
o D.B. 4156 PG. 386 I IM D �2,( -, t /?iFETO€i f�RA1NcGE, SSfEt r. �, �:: V, �. - `.
a B.M. 1987 PG. 1547 13415.76 SIF / ^ / � w �� _ _� _; r _ r- �. - __ -- - = ° -
w, �174 24 - --- -
.�.��,-�.-,.�..:.•..-�_,� - :v-.�.^.,ter-..._.�_-v.�._..�..�:�r..;� _.-�.: �: .-._:t.�,- :
I I.N.. 1708.17 00 2007 ,ti/ 1 o+s 1.1 s_ ,� .,.: - 5
10920.49 SF I 1 - 13 _ �r r _ _ = 1' WIDE MRW - - C C
0.31 AC �. , I I . . . � _.� ,-� _ � - _-_ NOT APP�SO�D CC�ISTI�UCTION
Z EX USE. SF RESIDENCE __ _ s
a. ZONING: R-4 // // 0.25 AC � I I I iw ¢ o M I - - WFWA-3 - = = _ Q'°° 0, Raw Raw
r �%
i� , flRft+tWA)€"ONTRI7
/ / I 115x350 SIGHT a ! 31 _ - FWA s _ �.► i��r ���
' 1� ! (:f _ _ OSED 50' PUBLIC-
/ - /rrrlll111�� ?o------ -------- ------ ------------ - 10 I---- _ ,� .
- - ----� - - I I I TRIANGLE I _ - - -
---------- --- -- -- I 12182.75 SF -_ �GREENWAY EASEMENT _ "� r
- _ - / III _ _
1 .._ - - _ - - _ - - 1 .,.� I Vp Y� 6G V4�'F <` &
. , C +21.71 1 �-_`:-.- ^-^. ;... ,..,._... .� ,-.. _ -- �. - __ �EFT�> 15 X�5 SIGN EASEMENT 0.28 AC -- __- nielsoicno__ _ - ,�S _,�ETBACK - - -
0 30 REAR YARD - - I :.;. ,r.;_r.,^. _^:r. ,;. _ _ wE�n�wos- _ ;e; Cee; .e
- --.- _--1.993SQ.FT= - - --- ✓ y,. �:o. .e Q.° �a.° I'
- 0.97 GROUND SIG °F�
cr:Des ACRE � •.o.. �. ..°
48.79' N� =: r = -- _ -= _ - SEE
7 37.58
IPF 52.55• Br.10 7ss5' N 89'26'S2" W 763.86' �,.. .� ;�_. -
85.52' , NOTE L' SECTION C-C •f'® 1GGRMNOUS CONCRETE
I F 48.43 IPF 152.67' IPF 635
`N N F 10+00.00 I F 100.03' 65.09, IPF Q COMPACTED SUB GRADE.
� IPF 105.98 � -
6aTE BASE COURSE
NADEXIS 813G((NSRS2007)]RON PIPE NSF I I 254.57• N F IPF
= 6g5a lam°o N.C. 3 ( cooRDs. PROPERTY OF PROPERTY OF I , wFwa-t
S ggI C'� N: 779,990.34 KENNETH A. LIPSCOMB AND N/F N/F I II 15 X15 SIGN EASEMENT PROPERTY OF RESIDENTIAL STREETS
$ 2o�o�3s�a E: 2,too,2ss.41 WIFE, GEORGIANNE ALI REZA MONAKDAR AND PROPERTY OF PROPERTY OF III III CHARLES D SHERMER AND \ N F 11/w A 13 c 0 E G CITY OF RALEIGH
2 WIFE AMENEH MELINDA F. PEABODY SUSAN T. HAHNENKRATT Z 60, 4h 20.5' la.o• 2 1/2'1-2 8'ABC 9.5'
GEDON-LIPSCOMB GHOLIZADEH III 31_B/B OCR--- WIFE, REBECCA L. SHERMI�R \ PROPERTY OF 55' 36' iB.o' 15.5' 2 1/2'1-2 81 ABC 9.5' PUBLIC WORKS.DEPARTMENT
o N.C.G.S. MONUMENT N/F LOT 370 LOT 372 LOT 373 LOT 374 WAKE COUNTY BOARD OF EDUCATION
ANNE LAKE 3" PROPERTY OF LOT 371 D.B. 12188 PG. 848 D.B. 13919 PG. 1410 LJ.I III I III F D.B. 11062 PG. 3 LEAD MINE ELEMENTARY SCHOOL 50 31' 15.5' 13.0' 2I/2'I-2 8'ABC 9.5' REVISIONS DAiE,ri3roD Drrawxer,rrD
D.B. 5321 PG. 830 D.B. 9758 PG. 1115 In --I EX \ 45' 26' 13.0' 10.5• 2 I/2.1-2 B•ABC 9.5'
o NAD 83 (NSRS2007) JOYCE NUSSEY CHOPLIN 1988 PG. 755 B.M. 1988 PG. 755 B.M. 1988 PG. 755 D ' <C DRIVEWAY B.M. 1988 PG. 7 D.B. 13625 PG. 17 4 snaroarrr RESIDENTIAL
B.M. 1988 PG. 755 N/F 615roe rrr
N.C. GRID COORDS. LOT 369 B.M.P.I.N.• 1707.05-09-3991 P.I.N.: 1707.05-09-5961 P.I.N.: 1707.05-09-6950 m 50' pp _ P.I.N.: 1707.05-09 984 t B.M. 1981 PG..2 STREET
N: 772,886.53 D.B. 14254 PG. 2101 P.I.N.: 1707.05-09-4980 EX USE: SF RESIDENCE EX USE: SF RESIDENCE Q I PROP PROPERTY OF '17 �� vnior NP
EX USE: SF RESIDENCE I II `� EX USE• SF RESID NCE P.I.N.: 1707. 9-4674 DETAIL
m E: 2,080,781.88 B.M. 1988 PG. 755 EX USE: SF RESIDENCE ZONING: R-4 ZONING: R-4 i - - GREYSTONE ASSOCIATION _ 51WOF JTT
ZONING: R-4 ZONING: R-4 O �I Ill Q 0 _ 20' �' 80' ZONING: R 160' D.B. 4793 PG. 443 .lD� USA SCHOOL
o C.G.F.: 0.99991836 P.I.N.: 1707.05-09-2898 e- � ZONING: R-4 ` STD." 20.37
EX USE: SF RESIDENCE III III eh - B.M. 1990 PG. 1042
ZONING: R-4 II I I P.I.N.: 1707.05-09-6113
WINDSOR RID E AT GREYSTONE VILLAGE ►► I W �.��, EXISTING USE: VACANT '\
Y III 11. ZONING. R-4
NOL RevWm Date see
SINM Na
1 City of Raleigh 1 st review comments 10 18/2011 DW W&R 1"=4a'
2 City of Raleigh 2nd'review comments 11/18/2011 DW Drawn By DateGKffirv& EY/S &
3 City of Raleigh Final comments 12/08/2011 DW DW 07/28/11 LANDING PLAN
Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS 2
DW 2090095.10 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA 111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

sTAMARn yTrrrrYlyo?'Es (as unpti�cable�:
f / 1. All materials & construction methods shall be in accordance with 'City of Raleigh design
h I / standards,details&specifications(reference:CORPUD Handbook current edition)
`I[
2. Utility separation requirements:
I(L_� _ a) A distance of 100' shall be maintained between sanitary sewer &any private or public
�t / water supply source such as an impounded reservoir used as a source of drinking water.If
\ 1j�1 NI �JI '•/ adequate lateral separation cannot be achieved, ferrous sanitary sewer pipe shall be
specified&installed to waterline specifications.However,the minimum separation shall
I I III not be less than 25'from a private well or 50'from a public well
IPF ,
I I I III When installing water&/or sewer mains,the horizontal separation between utilities shall-
I I BENCHMARK P.K. NAIL be 10'. If this separation cannot be maintained due to existing conditions, the variation
I I IN SIDEWALK I 'IIII III) allowed is the water main in a separate trench with the elevation of the water main at
(4 IPF 199.97- I I TLP ELEV_ 441.4T (NAVD88) I I'41 III / least 18"above the top of the sewer&must be approved by the Public Utilities Director.
All distances are measured from outside diameter to outside diameter
�+ I IPF S 85'50'01" E 136.57' I I I 1 III / c) Where it is impossible to obtain proper separation, or anytime,a sanitary sewer passes:
N 136.55•
E L, over a watermain; DIP'materials or steel encasement:extended 10' on each side of
CM, S 85'ST11" E 89 i,08' crossing must be specified&installed to waterline specifications
f ®TLP d) 5.0'minimum horizontal separation is required between all sanitary sewer&storm sewer
• 363.39'
( I ' facilities,unless DIP material is specified for sanitary sewer
U? 3 4"" IRRIGATION METER & SERVICE e) Maintain 18" min. vertical separation at all watermain & RCP storm drain crossings;
M
WITH RPZ BACKFLOW I PR NTOR IN ABOVE GROUND HOT BOEX IPF maintain 24"min. vertical separation at all sanitary sewer&RCP stone dram crossings.
- -144.1-7_'
- =IPA Where adequate separations cannot be achieved, specify DIP materials & a concrete:
,I I �� PROPOSED \ , = _ So.00' cradle having 6"min clearance(per CORPUD details W-41 &5-49)
IPF m BLOWOFF s---
Q ASSEMBLY I J _ f) All:other underground utilities shall cross water&sewer facilities with`18"min.vertical
8 lw = separation required
K \ 1 --= 3. Any necessary field<revisions are subject review&approval of an amended plan&Jor profile'by
l the Cityof RaleighPublic'Utilities Department prior to construction
I ( a ==7 .
: o 21 ® 22 BMP 1 4, Contractor shall maintain continuous water:&sewer service to existing:residences&businesses
19 throughout construction of project Any necessary service interruptions shall be preceded by a 24
7 20 � � -
�► hour advance notice to the City of Raleigh;Public Utilities'Department
4' DIA CONCRETE " t' / / _ 5. 3.0' minimum cover is required on all water mains &sewer forcemains: 4.0' minimum cover is
3 4 COPPER WATER SERVICE - - -
SEWER MANHOLE 1M 5/8" METER °' REra�NINc WALL = _ required on all reuse mains
(�'P) _
I IPF` 8X6 CROSS (TYP) �. _ - - F30 6. Install 3/d" copper water services with meters located at ROW or within'a,2'x2' Waterline
16 6p G.V. 2 n� = = a Easement immediately adjacent. NOTE. it is the applicant's responsibility to properly size,the
' 2a - -
( M M 8 G.V' water service for each connection o provide adequate flow&pressure
�- m / BMP 1A\ - o
7 Install 4" PVC sewer services @ 1.0/0 minimum grade with cleanouts located at ROW or
R004
_ - �-
W/F6" G.V. U DI easement fine,.&spaced every 75 linear feet maximum
8. Pressure'reducing valves are required on all water services exceeding 80 psi;backwater valves are
23 � /_- required on all sanitary sewer services'having building drains;lower than 1.0' above the next
_- - -_- upstream manhole
6 DIP WL (PUBLIC) CB36 B C 32 environmental permits applicable to the project must be obtained from NCDWQ USAGE
6" DIP WL (PUBLIC) lY = = &Jar FEMA for an riparian buffer, wetland BrJor flood lain impacts (respectively) riot o
MH6 S 8" SS PUB F w MH4 FL FH ASSY - _ construction. YP P ( 1? Y) P
LIC s MH7 w 8" SS (PUBLIC W/ s' G.V. �=
'� _ ) MH8 � 10_ NCDOT Encroachment Agreements are required for any utility work(including main extensions,
- - -
• &tor service taps)within state ROW prior to construction
FH ASS Y _T - 11. Grease Interceptor Oil Water Separator sizing calculations &installation specifications shall be
g I W CrG.V. c _--
- / , o� +�= _ approved by the CORPUD FOG Program Coordinator prior to issuance of a Building Permit.
9 �•� _ _ Contact Tim Beasley at(919)250-7825 or,timothvbeasley leigh, nc.gov for more information
I n 12. Cross-connection control protection devices are required based on'degree of health hazard
R003 - _
�`` 21�. - involved as listed in Appendix-B of the Rules Governing Public Water Systems in North;Carolina.
These guidelines are the minimum requirements. The devices shall meet American Society of
12 -/ Sanitary Engineering (ASSE) standards or be on the University of Southern California approval
'ro _ list.The devices shall be installed and tested (both initial and periodic testing thereafter) in
�j accordance with the manufacturer's recommendations or the local cross-connection control
A 26 program, whichever is more stringent. Contact 7oanie: Helvey at (919) 212-5923 or
13
4 2 _- [e-mail] for more`information
IPF
cA_
N •I �' _ _ _ RW-= GENERAL NOTES - UTWTIES
mI �W// CELVEEEROS�VICE _ - 1. Boundary, Location and Topographic information provided by Withers & Ravenel, Inc.
(I`yp) - _ - 2. The existing utilities shown on the plans are based on the best available information, but can be
w I n - ! _ considered only as approximate. Any potential conflicts with proposed construction shall be reported to
j ` -- - = the Project Engineer for review prior to beginning construction.
D�53-
p 3. Existing sanitary sewer services that do not serve any properties shall be abandoned to City of Raleigh
60 `°- 81 UNDERGROUND n �' N - = M Standards and SpSTORMWATEecifications.
o
DETENTION R n 27 = I - 4. All fire hydrants shall be installed on a 6-inch .lead with a hydrant branch valve. The branch valve
~'• SYSTEM _ - _ shall be no greeter than one foot from the main and inside the pavement when possible. The valve
z -_ - shall be mechanically restrained to the main.
D51 n �" _ N 5. Raleigh fire hydrants shall be painted solid red (per new edition CORPUD Handbook, detail W-5rev.
--
;� 6. All water mains shall be installed with a minimum cover of 3 feet from the top of the finished ground to
-_-- cv pipe crown.
MP 3 - - ►�
j D50 MH3 '�' _ - 7. Water mains shall be made of ductile iron pipe and shall be Class 50, 51, or 52 designed in accordance
! a'
7 ®" D120 to with AWWA Standard C-150-76. A minimum working pressure of 150 psi shall be provided.
8 Q BMP 2 \ 1 DI21 B. All sanitarysewer mains shall have a minimum cover of 5 feet in traffic areas to the pipe crown unless
l N D120C - j _ _ = F20B ductile iro pipe is provided in Class I bedding where the minimum cover shall be 3 feet. All sanitary
F &�' N ----------
sewer mains shall have a minimum cover of 3 feet in non-traffic areas to the pipe crown.
V �j �
l 2Q BMP 3A - 1 - - °ck 32 9. All sanitary sewer mains greater than twelve (12) feet in depth shall be installed with ductile iron pipe.
o Q 10. All sanitary sewer main extensions shall be installed by working upstream" from an existing manhole.
Any exceptions to this method shall be approved by the Public Utilities Department.
co
N - _
9 10 3 - l _ 11. Sanitary sewer manholes shall be 4 feet in diameter unless otherwise specified on the plans.
WATER LINE J - _
li J 3' OFF EOP = - = 12. Sanitary sewer manhole tops shall be set flush with pavement in traffic areas and shall be set at least
• m - ,� one foot above ground level in non-traffic areas unless otherwise specified.
I, m
a 13. Sanitary sewer and water pipe trench excavation and backfilling shall be performed in accordance
_ _ with City of Raleigh Standard Specifications.
I I 3 ' = RISER STRUCTURE
„ 14. Sanitary sewer main easements shall be graded smooth, free from rock, boulders, roots, stumps, and
48" RCP
FH ASS Y o. -� = RIM; 405.23' other debris and seeded and mulched upon completion of construction.
W/ 6" G.V. 0 // INV. IN: 389.41'
ROO FH ASSY = 8X6 TEE INV. OUT. 389.35 15. o channel through manholes should be smooth and shall conform to the s and the slope 5 The flow t u o hope o e
N - - of the entering and exit ng sewer main.
W/ 6" G.V. T G.V.(2) = -
® 6' G•V•(1) C // 16. All sanitarysewer and water shall be "PUBLIC" unless otherwise specified. All Public water and
z ; 29 �� _ _ // sewer shall e owned and maintained by the City of Raleigh.
z Gw W 6" DIP WL (PUBLIC) W .� - = -- 17. Construction approval (issuance of Water & Sewer Permits) is required prior to recordation of Subdivision,
�!,
4, H5 =- -- ROW, Easement& TCA Dedication Plat.
S 8" SS PUBLIC S Flow CB1 MH2Cn
--
�` _ ---
`.
BMP 4A
IPF
ATTENTION CONTRACTORS
' o 0 30 - -
jN ; '� The Construction Contractor responsible for the extension of water,
2 UNDERGROUND � _ /r -="� 1, sewer, and/or reuse, as approved in these plans, is responsible for
°I I
( 3/4 COPPER WATER SERVCCr i STORMWATER contacting the Public Works Department at [phone], and
W 5/8" METER DETENTION I _-=/ _ ' )/ 24 RP- -_ „ the Public Utilities Department at [phone] at least
(TYP) SYSTEM -_ // INv. 3 s1 _ twenty four hours prior to beginning any of their construction.
i= - _-_ - _4 m -
o ( f c> J DI11 (�_: - _ _ Failure to notify both City Departments in advance of beginning
® _ - construction, will result in the issuance of monetary fines, and require
o ® ® cv =--1 - = _ reinstallation of an water or sewer facilities not inspected as a result`
_== \ - �1' WIDE MRW y p
w m -I __,= _ - _ of this notification failure.
o -_ WFWA-3 =
, - _ _ - - >; /' Failure to call for Inspection: Install a Downstream Plug, have
Q 31 BMP 4 _EWA-_2-__ _ _ -_ --- "_ •�. -� PermittedPlanson the Jobsite, or any otheroViolationxof City ofm
z r,1 -- _ - _ = Raleigh Standards will result in a Fine and Possible Exclusion from
c a ! CONNECT TO EXISTING—,-
PUBLIC ' - _ - future work in the City of Raleigh.
a WATER LINE AND EXTEND -
: SYSTEM AS SHOWN MH1 _ --
a REMOVE/RELOCATE "'=rwuocri�orrni _ _ �,.- a �i •� /
IRRIGATION METER & SERVICE I IXISTING METER Fl OB
N 89'25'32" W 1 0.97' WTTH RPZ BACI�FLOW PREVENTOR
6 r IN ABOVE ROUND HOT BOX \��1liiii►ir��'
'F wM M N 89'26'S2" W 763.86' MH10C - �IPF 52.55' 48.43' IPF - C A
IPF 105.98' - - CM
`,
152.67' IPF �* "(C` RQ
h O� 65.09' IPF ° °
I _ EXISTING IRON PIPE
0 pull NAD 83 ( SRS2007) TLP I I) CONNECT TO EXISTING 254.5T I�F
S 65 �hGRG�O N.C. GR1D6 COORDS. 100.03• IPF ��e°°FESS0.
III wv SEWER.MANHOLE ANO EXTEND wFwa-1 e�0 Q4,-.ly �a E•2779,990.34i EX 16T PUBLI I E H II o ,
AV PUBLIC SYSTEM As SHOWN \ PRELI eINAW PLAN
20 (PER RALEIGH GIS) III \ EXISTING SANITA o
N.C.G.S. MONUMENT II EXISTING SANITARY SEWER MANHO °
I SEWER MANHOLE
NCGS "ANNE LAKE S' II 111 RIM: 409.18. ` RIM: 391.54' NOT APPWAE I�K'C.QNSTRUCTION
o NAD 83 (NSRS2007) III v� I INV. OUT: 401.22' ` ( ) L cj °e�Ai INE�'iiQ-°° 0
3 N.C. GRID COORDS. INV- INU, • 1-20' �l ° °
! o N: 772,886.53 II o II / INV. IN 2: 82-66' ` �
3 \ INV. ALIT.- 0.93' °O°eee°pO
Ui E: 2,080,781.88 -
I ry r` I II EXISTING MANHOLE SHALL BE \ (2)
o C.G.F.: 0.99991836
II I Ilk CORE DRILLED AND BOOTED S
o III I TO ACCEPT NEW SEWER MAIN CO
I oe 0 20' AY 80' MY
o p I [C I Ii I o '�
o III I` ^.
III ►I. I now
SCALE 1's4(r
Y
Na Revision Date Scale Shad No.
1 Cityof Raleigh 12t review comments 10 1$/2011 DW W8R Y-40'
2 City of Raleigh 2nd review comments T1/t8/2011 DW DraHrti GREYS LANDING
DW 07�28/n P R`3 City of Raleigh Final ,comments 12/08/2011 DW E
Checked By lob Na ENGINEERS I PLANNERS I S-U`RVEYORS 3
DW 209009510 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA ill MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
FT

1 -
PEAK FLOW SUMMARY TOTAL FOR SITE
I I III;'
I'I�r I� Qpeak Outflow Q
peak Outflow Qpeak Outflow
IL Storm Event Pre Development Post without BMP's Post with BMP's % Change
� �`� ,•ICI Ill.�o°,i� /- / (cfs) (cfs) (cfs) -
1-Year 3.05 10.85 1 .77 42%
2-Year 5.70 17.45 3.51 -38%
I i 1 ', � 14 �, I', 1`I Il {, �I I II I�II I I I•` / /
I I I•Ill II��___ 10-Year 18.64 34.45 12.51 -33%
\\ ' ' 1 TLP`, ` / ; I Illjl I� r- / 100-Year '38.58 56.53 38.57 -0%
PEAK FLOW SUMMARY LAKE OUTFALL
i i , , �'", I ' / , \ 1 , t r , ' III I+I � \/-� '. _ •,- -' - - --- /
I
/ /' if
I + . ,�. •�..:�� _ - --_____-- - -_- ram' Q eak Outflow Q eak Outflow Q eok Outflow
'I •O II i ,t t 1t+/+ \1 i \\ 1 'B'"/ •• iyI -•.•.--._:1 ,'' _`••,.I/r El
/r/ �y`r i:, r', -r,a O o i-`, ,•.i.,'=-- r, l --! _ !Ir r, r/ !f- I ___l_-_ -r ' ''rI, rII r r I III - I®,'•r,.-I.Il,
r Pre Development Post without BMP s Post cf
BMP's
% Chang e
PL4 TLP Storm Event
BOX
O O STRUTTA1RE (cfs) (cfs) \ )
ELMS :T 1-Year 2.15 7.08 0.33 -85%
K4 ........• / - NO
r • , • 1 1 •� 1 13 ar
\ r , , • !! 1 • , I r r r r + r r ' I 1 I I \ • r4 r -
K5 (F 17 ` r , • I ! I ♦ 1 y 412"". i �J ,
+ 2-Year 3.62 1 1.31 1 .94 -46%
5 ! , + r . r r r I y r 1, ,
K6 rr t i �1 i 442.0 ,t r • I 1
1 1 I 1 ! � ! rl 1, /' i/ /` ,r / �.a , r • /` rf % ' / 1 1 ' 1 / ' r'' I I I I • � I �11
I f r r � r � r �INO
10-Year 8.64 21 .42 7.93 -8%
ATERC k9]BOUR B ii "
r SYKES "B'v r , ! I 1 I
' ' ' c '/ -'ETAI WAL ' 'r ,(BIo RriTION)r� 100-Year 15.66 34.19 23.28 +49�
1 �IK30 r / \� , • r O / , •
MPt' NOTE: !/ .` ,' ; , r : , i / ; 1 , , l +
IMPERVIOUS SURFA ' �F r Nfll 'Fi HAND AIL + ,
• 2 �, �' / r` PEAK FLOW SUMMARY STREAM OUTFACE
AREAS FROM LOTS, 14-17 • , ,^ 1 t � • �
1 DIRECTED EASTWARD 19 • r / ' r t , ` • r 20 '' ' r r t t , I r '/ i �•`�: Q Outflow Q Outflow Q Outflow
` ' JJJ , , D
t i d i '' l 'i / / / �, �31 rr I .30," / . peak peak r peak
INTO BMPs / / / Pre Development Post without BMP's Post with BMP's % Change
C7 MPLB ' r ,` , a ; ; '' , r �'' O ' Storm Event
\ \ \ , r r r • / f r r I , 1 , J Y
K12 , ` e : 1 '' • , / .►' ��t�, I +' (cfs) (cfs) (cfs)
4 \\ \\ \ i ••• -•.•..• •• i; •� ` r / /� s,, ,, , ; r' /, / , ! i ,, , , .. i-• ' I ! ' t ' :4081
, I ,• � y ,/ ,l � !, 0.76 3.73 0.60 -21
• ,,, -..-•- ..Yr r,,. ' „ o1Q• i ' 2-Year 1 .81 5.96 0.99 -45%
_ . GO ., •ll M 0 /
i r �• {, . _ fn , (D I i - �• r ,, 6,.•�'"• , BMP 1A� ,
f,.rP�;, �� r r ,/ 10-Year 7.42 11.43 2.51 -66%
OAK7 ' 1 f ,,, i r pr , , ,t` (�i i ,'' , O , •• �,c � •• r • ��, 0 r • r r , , r � • r�� ri ,
l t I `I '` ,• ! , r' /, 43N j.... �' /'/ ' r,' ,, �•� ` �.`i, /r• 5.4p .'' ` ' 1�` i rr / 'D
� ,rr r rr
' ' + • , isr�°!' - -
if
SOAKB ; , � _ � / , , •-•-r._.�-- - •-c• , - r ; • ; ; - 1100 Year 16.76 18.31 11.66 30%
- -
, / r
CK3
4 i d +,�. +-- , �'- C �--- Y� • i' MINT`FF i r / /' i /
--- _ _ PEAK FLOW SUMMARY WEST OUTFACE
Eif i
L'41O.5p ' ; ; , ;
ELM4r' r • / r , '¢3 .' , • r / , if / Q eak Outflow Q eak Outflow Q eak Outflow
MHO- �7/ s= „o s / i ¢' Storm Event Pre Development Post without BMP's Post with BMP's % Change
I m 1 - IH$ l j (cfs) (cfs) (cfs)
r
` �HCK3 Y 1f� 7 7 / r % / r i ,, 1 '� /;
j
� � � 32 fr^�,� r � / 1 Year 0 24 0 25 0 25 +
r f ! 1 •• 'r j• , It •••,' 3�}` , �... �' ' -Y i T • I 1 , r / r r " r o !
d / ;--- =- --•-- '� °`/' ', -: f -Year 0.65 0.60 0.60 -8%
�' . • .• , r �Y- % ; ' r r r / :' , ` f- aa • r r"- •. - ' - ' f • r r f , , ,, , , , , r r ,
2
, , t , , . _ .' __ ,• 1 + r 10-Year 2.69 2.69 2.26 -16%
} HCKS ,1 i / • _ • • r , f
`-- ••' I 1 100-Year 6.16 6.16 5.02 -19%
I ± e , r , , , , , , r r ! • \� •' •' i ' ' I MIN FFr' r o
e O r /
MPL3 .' � r r / � t r r • / T- r 1 1
r ` ,' m r 1 • ' n �. l I EL:41Cf.5O i
I I , , ,' , r r / r ' r r r v .. , r • - �' ' / , , 1 ' I i / r , , , , r ; Greys.Landing
I ems' r , z / • O s i , , I
r r r / • r ,' t i• 1 r 7 r rr EL:4
26 �� ee 1 , r n i ,r r' r` ,' ,' i '' Project Name:GreysLandin Date: 11f1W2011
r , rg
1 , , ! / / r C7J / r ! / •r (1 , • i er
Y --.-,
AK74 �/� ` r' ' ' i i ¢ i t' ,� i r •
? ` , 13 �, o r ! n Project# 2Dfd0095.1 Computed by: HCF/DW
I r r ! r r r • , r r / r r r
LM4 \,�`. l r � ' -- ' •r I , `�{� r / '®s r , r r , r r r r ,
TOTAL TRACT
A(C 14 ,` ' i ' ! r e' i ' " • �' ` i i i i j Total Area 914 �57f3 sgft.= 13.30 am
,� , ' ' / r r r r f r • ,t - , , t _ r , r / r / Space "�• =
' S� Natural en ace Area. 13112d4 2.99 as
i \ ' --- MlN FF t i Residential Areas 379t408 ,sti t.= 8.71 as
t` LIMITS ,OF r ,' ; tt .�2 J e i r` ' L 41 O.SfI� r 9 Y � -
i J n r• r r � � r , r , r Rt ht oT Wa >-;8$;698:>. 1.6D as
r , DISTURBANCE' ! • �+ , • -
r'CHADBO (TYP�r! r I I • r
r r r , t " � r
� r r r �Z 420.88 `. I 4 , , S� i ` r r' 1` ' r r 4 i r'
B„
r ,- �,x r' ,' ` , ' �20 i i /' Estimated Pre-Development TN Loading
M4 C
N5 MANAGED OPEN.SPACE r / : i f-' ,' ; ---- ,' i
i M4 HATCHED AREA) ,r` r' , i t ' � ! r � ,' + I � " • , J �_ i�,` _ ` r // , -- ' ,i , � � ,r � r' / Type of Land Cover Acres TN Export CoefL TN EXPORT(Ibs)yr)
/ • "
'I `.HAT Jt ' '' /' ,' i z i ' •J ( i • --- -/,' i ,r p yr)
ELM4 '' / , , r • ,, ,� • '
�' , , Existing Undisturbed Area 1D 84; 0:8 8.38
i PN9 / .- _ __ r a -
- , / r / ' Existin Managed Are 201 12 241
` \ ��`` ,. i i ° r ; i t i ' -� , r r / r Impervious Slrrface U:85' 21:2 13:78.
/ , , , r r 1• r • - __ r / r , Total 13:30 1.7 2258
6Csk^J.
'
\ .� , • , / '`�-'�a. �...�,r � r / /r c� , r r /, r •n, r , rN , . - _ ' , r r r t f
I - `e HCK6` `. i % , ••-- L• ' r ' , , • / , .' tom'` <- - -� r` ,' ,
e \\ • / •K• ,` r ' r r ,� ------- i 1 Estimated Post-Development TN Loading
3N6♦ \ .,• . 1 , , , 1 27
• n` • z ` ,' a Drainage Areal: To-BMP 1
e `. �•�- w :.3 ' ,'. , r r �+� ....;i....asw� ` r • , I • ,` TN Export Coeff.
r f , s.-aw,,...��. .. 1 , /
j O `e -••-• 43 i Y D511 ' r i r i r MIN FF o h ~•r UNDO
Type of Lantl Cover Acres ( TN EXPORT(lbs/yr)
Ibs/aclyr)
13 `� ,.•'' e r n r t �! : EL-410.50 0
,• r „ r r.: ^ r- •i.,.. r„ --____ ¢ 1 „� , ED Permanently Protected Undisturbed Area 000, 0.6 0.00
l , `s / .
� ••�` 43 5 1 rX r , r 43R.0 „ -
ELM4 • X , 43 / • r r:. ' ' i r U �r -s•'f' C A Rightofb�LAreas 214 2. 9.63
r r�
-`\ � �_ �,�' r � CH,jbBOURN i , / r .,;r.X' � C _ • -�'� ` / /,y, r • , r '�. ,, r !r
RightoFWay 0.71,; „. 12:0 852
AK12 i > , ,' , , + �� L_i-F. DIA;: CMPr' 1«•i.w:---»-.�.•-.. �• r , Toth 285 ..,... 18.15`
\ e\ , , , • , r ORMWATER CONTROL BM s MH3 r -- ..•...� �° r i ....'...
r Estimated BMP Reduction for Bloretention, 35%
I �k 2 � `°�•: k`' 7 -' i ; ,' r ' . i I � �• (dgl �M E P r D5O '
100 e LF 48"' DIA CMP
` ` `�• l� / . • , r -1•'+. ...r r .. '' r; Df-2O a L Reduction: &35Ib
` OAK3 e �. 43�6'.5 O r r r , f r • r r t f , � r , • , , r
Eshnaded Drainage Areal Nitrog n Loading slyr
` )AK3 ` X N r r i BMP+ 2 r' f` > r
r , SfORh1WA , • f r r /r r ,
'! I I • t / •r I1 TER cocONTROL/ BMP MN k .,'; '
`t • �. ! ! r • I I t ,' / ♦ r :.°,..--•.I N7EWW Dii6fENT r DI2aC r
,' r` • + 1 r ! N N j i ••~ •-'i Drainage Area It:to BMP 3A&3
a
` B � r 1 1 • , r t , • , r m � r ..fir.... _
` ; • CHADBOPJRN „B., J t r U • `
`\ `` • •' X «] i i , , / CHADBOIAN B`r • i i i i B(VIP 3A ,` r r' ' Type of Land Cover Acres TN E port Coca TN EXPORT(lbs/yr)
I + • , t , + • 28 , , Qbs/aclyr)
t i / s r • IM
�. , / r PermaientlyProtected Undisturbed Area OOD 0.6 0.00
\ •• / • I ; I i ,r Dy n i Residential Areas 182 4.5 &19
AK14 •• 36.5 / ' I r r . / ) • \z '
• r O !/ o Right of Way Q2Ds 12:0 240
• r /• f
1MPL3 e\ `�e / r ; 434.0` ' ' �i ! d`�- J .1 , ! , 1 r O r r �� / r- ,r ,' i '�-` m ', -
;m •. , t • • \ `� / '' Totals 202 10:59
\ R • ! I t ,• ; ii yI1N FF'/ � E
Estimated$MP Reduction for Sande Filter 35%
h t r f r / , , /• r , r 1 , , I r r r r �• , r r ,
v r •r ' '' Estimated Areall Nitrogen Loading Reduction: 3 71 Ibs/yr
• ` $�� I ' i i ' i ! i i r1r i ' , 1 • 1C 5 Drainage og
\ ` f% �` •• / � , 11
\ \
�. Ar r '� � J � � r / ' r r 1 + r r ' rr ✓ , , • r , , ,,E �` -®_ ' '' Drainage Area 111: to$MP 4A&4
r �*� •r ! • i i i , ' TN Expert Coeff.
• , • , t • r , ,----- - Type of Land Cover Acres pbs/ac/yr) TN'EXPORT(IbsFjr)
�OAK14 • , • , • , • r , '
, / r � • / r J I 1 I �,
••• ' f r ' f ®` - -- 14
Permanently Protected Undisturbed Area Q D0". 0.8 0.00
r ,1r a Residential Areas 186'3 4.5 &37
r 'i ` , ,' r` + ' / r •-i• ••T...L...•i r: ` f • / + -_ Right of Way 081 12.0 7.32
i
4pJr_, / ' Totals 247 15.69
e.` _I� �'. ' -•fir + i ' ` Estimated BMP Reduction for Sand Filter
. 35 0h
OAK3. ` • c r r �` - r I 9 ,r. i rr O i m 1 `\ Estimated Drainage Area III Nitrogen Loading Reduction: 549 Ibs/yr
IMEN'
{ - HCK3 - • rJ / i l N r N i/ 0 dp,` i B} , • `e\\`y _ Drainage Area N:Untreated Areas _
z \ ` PN4 e� \ m \, �' r , , , • , m t EL:404:5-- `. \` ``. TN ExportCoeff.
\ • , S _, - • o , \ ` Type of Land Cover Acres bslac/ TN EXPORT(Ibsyr)
\ e r r r r I `e
` ` ' CBI, ; MlN FFI = ! O n>
5 , , tO _�_, / MH • EL 406. 0 r i !
• , , / t� _ _ _ • , - >r + ` ` naged Open Space 2Id9 1.2 3:59
t , __ Residential Areas 289 ! 4:5 13.01
oto �' 1 , ` S ••• !/,' r ' ! $ '-, r L.r.•y,,....
.Yr,.. �l.r..,.'.i r........�. % •••• �f '---_ •i` i i r ' �....' I � , RightoFWay 008" s.,
12:0 0:98QAK14
PN .... : ..: / 5.98 17:55/ r ••••►. ,\ e �� Estimated BMP Reduction: 0%
i r �. ,r ' / ` •r r` i \ • ` Estimated Drainage Area Nitrogen Loading Reduction: 0.00 Ib w `\ NOTE ++ r , r f . • ' r I r
` I PERVIQUS SURFACE • tst r • r , D>� r' , AI `r 1 ` c , - -- 89 9 ng sM
AREAS FROM LOTS 4-6 ; , f. ;' ' I ' ' r' ' i t: :; /l
(� `EMERG NCI /
DIRECTED PlSTWARD •• i • , ' r ` r ,' •r ! ! / i !r i 30 , \ \ e -ee \ - �• �►►`
+`• ° :• r , r , I v r Z I:- r \ Total Area 13.30 Acres
o ` IN I BMP'S t I • • , • i 1 I OVER E14 \
OAKL e t , .• I I r / ' \ CHAKINE' `
• • / r / � � 1 , r 8 � • I \\ ` ` - ee�\ �-� - Estimated Project Pre-BMP TN Export: 61.98 Ihslyr
` \` __'- a 1�` __ Estimated"act TN Removal: 15.55 Ih o \ , , ! ,• ..:• � ..... ,` ,` , '' Z � 1 •, ' � t ` _ - _ 1 ,-•\ 1 sM
K10 , .. 1 I ' t 1 r r i r w ' EL)4Q2s `
r / r n , f- r ' \ `�\ \\\ ` __ - - _--__--_ TREE LINE `�+ Estimated Project TN Load After BMPs 3.49 Ihs/ac/yr
e , { , , , r ! , r r 1 I , ' I , I 1 , r • ,' r ' ri / MIN FF r (11 t j�l ' 1 r` �, . - ----- \
_ ---_
':I o 1 + ! , / / • ^.' , ' r •4 ' `-- - _-_ ------------- �� Estimated Project Composite NkrogenLoadtrrgRate Reduction: 25.09
c'i / t , , t 7 EL.404.00 , r f/i • J \' _ __-__-_
/ , / J r , r ! , , 1 J I , , 1 1 , r: _� j41 ' '. j • LLI •/ ' i \ ` ---
J�AK8 + t , • m i 11 $TORMWAT R CoNTRO BMP , •• \` _ - ___---- - _-= =---__ _------
� I , 1 r r • . tJ r � CSI11 Q: \ , --- - _____-- __ '----'___-
t
r ! 1 r \I , r CHAR OURN,,,B,: / , + : r -•r----':301 LF 72' DIA CMP , lay , : \'•. r _
o t 1 r t CHA BOURN B t • mr .` --7--• Ll WR Pro ect;92090085.10-Greys Landing
; 1 1 l 1 Ir J ! 1 + f 1 , r f r r J J rl t ` � r r r / � t'� ! z r / , r , � �
t \
I � ; � li i {I + � I yKESr'••B.• rr i ,' 1 JJ r` t , I 1 + , IJ � 1 + r j ! r !/ i'• r r' . � ' �,(/} r" BMPr 4
I.Post Development Drainage
' I � i , , !r rl rr r ,� r ! , r + I I I I + I I I r + �Q r ' r• r r ;�' � Q ` '' � ' � r L � \ \ \
r r
O' I I 1 I
! , f N , � '' _ ` to / � C) ,.,. '': ,=: ,' � K '� �`, �•, C of Raleigh-IViethtxt 9 for Quern m TN Ex `:from Resldentra!Develo meets with no known foo not
� # 12 , 1 I I r , r r I I r 1 I I f � I I I I • 4 I
c t / t I I t • , MH1' t • O . �, r , / . `. .�
i t + , . • ' r' i ,` r` r` . `` `\ Xp0 ExportXpo rOtl7
Z e , r to 1 + t L- Type of Land Cover Site Area Coeff. Land Use Site
I� OAK16 ♦ , t N I 1 I 1) •i '� r +EL.39700 F1013 \
w ® i r I I d • h,. -' .' 0� ac IbS/aC/ f) Ib r IbS/aC/f
1 I 1 1 ❑ r r l I 1 1 / r r / r \
a I 4 R ' •
_ YP
�, I M M I AH1r .• r t Managed O n S ce 2.99 1.2 3.59;
- t a•:a�
f�:.�s.as >.a.iara.,� r�s ��..��s.Es•�i ' v ,.. ,
TLP, , ,1 w�II , ,*�: - � - Residential Areas 3.63 DU/Acre 8.71 4.5 39.20
P UNDERGROUND SAND FlLTER , r �`• ,
I,d ,M, ,{ SEDIMENT CHAMBER) W�vA-1 r r' ��' _ ' �� Ig o ay impervious) 1.60 12 19.20
slljv EI;H 'ICI
SAND CHAMBER) PPUOS (HATCH1=Ei �4REA) = -��.f� Total 13.30 " ` 61.98
x 1r II1I I Ip41 r BYPASS (TYP) Avea a or Site . . .
4.66
EXISTNG SANITARY EXISTING SANITA:
SEW
R MANHOLE
MANH
'i I Y I I tl RIM:E409 18, \ SEWER 1.54' 11. Nitrogen Export Calculations
` ` RIM: 391.54'
GENERAL NOTES INV. OUT_- 401-22' LOW FLO OUTLET INV. IN{1): 1.zo' `.� S BMP Removal= 15.55 Ibs
I l III l(1 ))
o f INV. IN 2: 82.66'
N I III ++ INV. 0 T: 0.93' Net Nitrogen F�cport= 46.43' Ibslyr
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT .``��N CAROB'%,�
I o STANDARD AND SPECIFICATIONS. P ,°o°°°°.° % Total Acreage= 13.30 acres
1 2. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY WITHERS & RAVENEL, INC. =tea pFESSIp o�2
3. THE INTERSECTION OF RIGHTS-OF-WAY SHALL BE ROUNDED WITH A RADIUS OF 20 FEET Q' 14�q°° RAN
Revised Nitrogen Export per acre= 3.49 Ibs/ac/yr'
o UNLESS OTHERWISE SPECIFIED ON THE PLANS. PR ELI1�I NAR i- :RAN Revised Amount Offset for 30 years= 0.00 ibs
0 4. THE CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE 15' x 350, SIGHT _ _ t) �. �. �. ��.
DISTANCE TRIANGLES AND ALL INTERNAL SUBDIVISION STREET INTERSECTIONS. Denuded Area 37 AC NOT APPROVED 1 5CC*ST�UCTION
m ° ° III. Nitrogen Buydown Calculations
C.
5. OPEN SPACE WITHIN THE DEVELOPMENT SHALL BE MAINTAINED BY THE OWNER AND/OR `°FNG Net O
HOMEOWNERS ASSOCIATION. % 0 -°000°op0
o 6. ALL SANITARY SEWER MANHOLE RIM ELEVATIONS WILL BE 2.0' ABOVE Q100 ELEVATION %,'9�E R \\`� 9CAL61's�' LBStoOffset: 060lbs
o OR SEAL-TIGHT AND PROPERLY VEENTED PER CORPUD HANDBOOK. ''�„/1jj j1+1++` Additional Payment at$28.35Ibsta ear $
:
Y
NQ Rev" Date Scdk 11 Sheet Na
1 City of Raleigh 1st review comments 10 18/2011 DW W& P 40' PIELIMINR"T' GRAA ff""o' ING AN
0 Ilk ill Ilk
2- City of Raleigh 2nd review comments 11/18/2011 DW DrmNn 8Y Date
A
Ii City of Raleigh Final comments 12 08 1 DW 07/28M1
3 y g / /20 1 DW �BY job ENGINEERS 1 PLANNERS I SURVEYORS4
DW 20�95.10 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA ill MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrevenel.com License No. C-0832
1

-
11
GREYS LANDING MASTER PLANT SCHEDULE 1208.11
CITY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
15 AOG Acer rubrum 'October Glory' October Glory Red Maple B&B 27min. 12'min. MATCHED
12 QPA Quercus fa aceae Pin Oak B&B f min. 12'min. MATCHED
26 QUS Quercus shumardii Shumard Oak B&B 2"min. 12'min. MATCHED
I
GENERAL LANDSCAPE NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS & SPECIFICATIONS.
► I I�III III 2. BOUNDARY SURVEY PROVIDED BY WITHERS & RAVENEL, INC.
I I I 'IIII I III) 3. EXISTING TREE SURVEY PROVIDED BY WITHERS & RAVENEL, INC.
I I LIII I III / 4. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING ROADWAY GEOMETRY, GRADING, ETC.,
TWMP - 1 I III) REFER TO THE ROADWAY LAYOUT AND GRADING PLANS.
HK4 I IIII III 5. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE
ELMS c`I III III / LANDSCAPE CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THIS PLAN.
P
OAK6 SEE SHEET 8 FOR 6. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF
OAK5� `II _ �' BIO-RETENTION ANY PLANT MATERIAL.
{ 1�PN8 MW 4 ----------------- PLANTING SCHEDULE 7. TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND EXISTING BUFFER AREAS.
MPL3 PL3OA 116 ° ---\ ---_____ I ' 8. ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A. STANDARDS AS SET FORTH IN "AMERICAN
------- ____ STANDARD FOR NURSERY STOCK!', 2004 OR LATER EDITION.
_
9. ALL TREES AND SHRUBS SHALL BE FULL, WELL-BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES.
\ 1
OA 18 \\ \ i i I r------- _ I ,� 10. ALL TREES TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE.
I --, BMP 1
�:PNs K5 17, \\ i--------------- 11. IN THE PLANT SCHEDULE UNDER 'ROOT', B&B REFERS TO BALL AND BURLAP.
/ PL3 N6 / s- ` , \ I I 12. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
3 QUS I I ! r---------
M GELM5, /MPL4 \ '\ \,\ 4 I , 3 QUS I I I -- 13. PINE STRAW MULCH SHALL BE PROVIDED IN ALL TREE SAUCERS.
► 04,K19 gK30 I �` ' V i i ' li i / / \ . 14. PRUNING SHALL ONLY CONSTITUTE THE THINNING OF BRANCHES AND FOLIAGE (NOT ALL END TIPS) TO RETAIN THE
�P T\WELM7ELMI1ELM6 MPL \ '\ I I I I I 21 ,� / '� NORMAL PLANT SHAPE.
, / / 22 \
\ OA�6�
/ 3P
\ \ II I1 19 1 201 \ A31 � C_ EL so IMPL8
\ 04K.3.7 MPL3 \, i 11 I , ; I ,� ,/ �°° CITY OF RALEIGH ORDINANCE LANDSCAPE REQUIREMENTS
OAK24 1 ♦ _
MPL6 UM4 *PN4 ` I I I I I I Q
i -- _� /
n<-
N4 V 1 I I I I / \ Fop
G Pr4y ��`� ; 1 ' ' u'� �� gam' �\ 2,608 TOTAL LINEAR FEET OF STREETYARD
MPLS
LMX / > �9 - _ m
/ ------ '� r`' 1 `� j ,/ BMP 1A\ 1 (2" CAL. MIN.) TREE / 50 LINEAR FEET OF STREETYARD = 53 TREES REQUIRED
HCK 3- \0AK7 / / '- -------- / `� \ �, 53 (2„ CAL. MIN.) TREES PROVIDED
DAK7 M I OAK15 EL -- AKS l/
23 EjMSMPL C�� --- ®.®
--/ -_._ Sao
i9AK1 4 MP 0 10 C1336----------------- 8 AOG 7 QUS CB33 CB32 1
LO ELM4 -1 1 1
1
PMPL 1A5 L4, 1\ 10 QUS 7 AO G ------- - ----- i TREE PLANTING NOTES:
'
1 1. IF TREES SETTLE OR ARE BLOWN OUT OF PLUMB
HCK3 1 --- -- POSITION THEY SHOULD BE STRAIGHTENED BY
___ MAKING ADJUSTMENTS TO THE POSITION OF THE
/ , ___-_-- ROOTBALL - NOT BY PUSHING ON THE TRUNK AND/OR
TIGHTENING THE GUY WIRE. TREES SHALL BE
2 K // _--'_-- _ STRAIGHTENED DURING THE LIFE OF THE PROJECT AS
A \ / r____ _ ___-1 °� ' THEY GET OUT OF PLUMB NOT JUST AT THE END OF
,f �\ \ 1 1 ( ---- / THE PROJECT. ,
5 72 HCK$ �' �' i 1 1 \ 24 // 2. BALL DEPTHS ON SOME TREES IN A SINGLE GROUP MAY
y , i I \ ` \ � . / VARY. IN GENERAL, 1/2 THE BALL SHOULD BE ABOVE
m GRADE. BUT, IF DEPTHS'VARY, ALL TREES IN A GROUP
�J - ` �� SHOULD BE SET SO THAT THE BASE OF THE TRUNKS
>,M\ MPL3 /' ,/�----- 1 �2 1\ 1 `\ - 15 STREET PROTEf,,TIVE YARD a
t \ auzD_ PL37 Of
AK1t /� /! /, I i \I 6y \ _ _ \ �\ 3 WILL APPEAR TO BE AT THE SAME RELATIVE ELEVATION
I I I \ o \ 1 \ ABOVE GRADE.
1 \ He 3 cK4 / I 1 \ G 1 1 3. NO DECIDUOUS OR EVERGREEN TREES WILL BE
` I 26 1 1 ACCEPTED IF THERE IS MORE THAN ONE LEADER,
DAK3 1 AK14 1 A / / 13 I ' \ \ \\ 1 1 �� ,\` / UNLESS THE TREE 1S SPECIFIED AS MULTI-TRUNK. /
a M4 �' `t ,/ ,� I I \ \ 1 1 C ® / 4. CONTRACTOR TO VERIFY THAT ADEQUATE
s 25 DRAINAGE EXISTS PRIOR TO PLANTING.
GUM \ c4oHCK6 Af4 K ' / / f ------------------- \ \ 11 11
db 5. STAKE AND GUY TREES 3" CALIPER AND LARGER.
9 AK12 'ELM \\
'-BOA 18 OA 7
/ ` •1 K7 D 5 p
N1 4' INSURE THAT BASAL ROOTS OR
\ ®1 , N5 ----------------/ / 1 1 / W+oE W BRANCHING HT. TO A.N.L.A. STDS. TRUNK TAPER IS VISIBLE-DO NOT
--------------- 1 1 \ 1 a UNLESS OTHERWISE SPECIFIED COVER WITH SOIL OR MULCH
HJ\ OAIPS� HC 44 11 \ / �
PN12 I(DELM4 1 \ APPROVED TREE WRAP ON THIN "ARBOR TIE" OR APPROVED EQUAL
P, PN70K PN9 `" FEET PROTECTIVE YARD BARK SPECIES ONLY AS DIRECTED FLEXIBLE STRAPPING (LANDSCAPE
15' ST \ ;` \ BY LANDSCAPE ARCHITECT SPECS CONTRACTOR TO REMOVE COMPLETELY
o4 D5 11 \\ -------------------------------- 0 AFTER ONE YEAR GUARANTEE)
/ \ HCK6 -�" t \ 1 / 8 REMOVE ALL BURLAP, WIRE,
/ r�c1c8 oq _____ (� 1 STRAPPING OR TWINE FOR TREES PLANTED ON SLOPES LESS
MPL `oA 21 PN6 `"-•- . o '----------------- \ / FROM ROOT BALL THAN 3:1 - TAPER SOIL 1.5X
I oaK ECM4 AK OAK �., . ® I 1 27 // WIDTH OF TREE BALL MIN.
FOR TREES PLANTED ON SLOPES GREATER
15' STREET PROTECTIVE YARD �/
�QA , 11
D51 IL OR IMPORTED_________________ ��.� • /� � � THAN 3:1 - THE TAPER OF SOIL ON THE
NATIVE. SO
I oar�1 `� --,\ -------------- I �"� • - 11 BACKFILL - SEE SPECS. SLOPES CANNOT BE GREATER THAN 2:1.
K E M4 - _ :-
1_ �/
\ ` � \ \ _ I -----------------i
MI 12'
I l oA 14 I L18 , 1 K12 �, �� \ \ i i--__- �--�._- = ` a (SEE NOTES FOR SPECS)
_ _ . BMP 3 MULCH 3" MIN.
OAKS \ \ \\ \\ I I I I - __1 .•O _ D120 APPROX. EXISTING GRADE.
a / AK2e OAK3 `� `� 1 \\ I I BMP 2 I i 1 D 2 F20B
R � ' _ .,. - '-�, � �:-;•:, � SCARIF OF Y SPIDES
PN7 N -- DlZOC4
j K N m / 1 2 BALL DEPTH - RAKES OR TINES IT H
II / ooc / SEE NOTE #2
L4 AK78 \ \ \1 I I t l
I 28 ,' BMP 3A k 32
K Q . \ \ I I I I10 : r. EXISTING GRADE
1 \\ 1I a II J I1I I II
SCARIFY NATIV®20 C K14 SOIL TO
UI6MPL3 DEPTHHCK3 1 10
OAKA
MPL5 I
ELM KOAK4
- -HCK3 K6 12 Q E AK6 r SUB AD (
oAK5 ELMS ONUNDISTURBED
; I
-1-
--
NDISTU BED I
�OAK3 RISER STRUCTURE SUBGRADE)
POP12�j 6 -G°AK-1 -- `� 1 i SCARIFICATION OF NATIVE SOIL
0/1K7 _l' __ / ------ --- I- "R M•405.23' 3 PERATREE 30" STAKES
4 - _� -------- // INV. IN: 389.41' 5' RADIUS MIN FOR TREES T CAL OR GREATER ( )
z GUM4 ' OA 15
\-` ® - ___ ®- INV. our: 389.35' 3' RADIUS MIN FOR TREES LESS THAN 2 CALIPER
OA PL3 EL
-----------------I
w K 7c _ ®. \
OA PN10 I 1
CDR7 PN1 OAK3 -_
G>w - ' CDR6 HCK3 -__-1 CB16 29 '\\ TREE PLANTING DETAIL
Z P P *PN4 15 STREET PROTECTIVE YARDAj
NOT TO SCALE
\ C I I CB15 3 QUS
OAKI$S CK MPL3 J I \
1
\
If 6 *PN12 l`� �. I -- --�
I ¢ - AK N3 OAK14 ��,�. -------------------
OAK140AK M
M HCK7 P PN3 ��' 1
r K74K4 PN3 • t
M� CH �� ----- --I r-- ----- ---------------
N \ _,�y- 6AK4��oP3 MP �' �__1\ \ a /I I I f I BMP 4A // BACKFILL:,AMEND TH R O N BARK OR P THATING
�7 �, 1"-1 5 COMPOSTED GROUND BARK OR OTHER
00 \ \ K MPLS i�I ` ��' I 30 // �" SUITABLE.:ORGANIC MATTER,OR PROVIDE NATIVE.
o / _ L� � 7�PN7 OAKS /� , I I I I I I / SOIL WITH A MINIMUM OF 5%HUMIC MATTER
PMPL4 1�AK12 ` o iol ��/ \' 1 1 I 1 r I I /1*1� CONTAINER GROWN PLANT-PULL ROOTS
1 / �'�/ ``� I I I
TREE LINE FOR SHRUBS,FOLD
BURLAP DOWN INTO
` HCK euOAAIA
*MPLI / ,' ------ i I I 11 I / l OUT OF BALL OR`SCARIFY SIDES,SET TOP OF
�- 24 RCP t `" ROOT BALL 1'-2"ABOVE FINISHED GRADE
® 1 r�J
BARK MULCH
o , \ PAO POP,d /� �1K8 ���'/ � �/ �/ I I I ® I m D � •I -- -- i � ////�INV. 388.61 \ GOF ROOT BALL FLUSSH
I , , DI10 /1 C'�7r WITH FINISHED GRADE
a / PN3 \ PN4 �/ ` DO NOT PLACE DAGA AGAINST TRUNK
�� , i 1 1 1 1 ® � BREAK UP EDGE OF
/ Nr7 I I P ' '/ I �r' WIDE MRw \ FIRM PEDESTAL UNDER ROOT BALL
�1,^7� PLANTING PIT
S (� �vNM` PN3 K ,' i I i I I 11 BMP 4 wFwA-3 / ��i _I 12"DEEP-CULTIVATE ENTIRE PLANTING
a. \ L/✓ MPCS fi �/ I 1 I I I t FwA-2 �' \, '"� I � i ( � AREA AS SINGLE BED WHEN PLANTING
_ _ _ 1 31 -1�I lI-1IL
MULTIPLES(FOR LARGER SHRUB ROOT
IL t i -------------------- ------ 1 1--------- I 1 � r� E
I I BALLS,MAKE 4"DEEPER THAN ROOT BALL)
OA 121
I ____-__-__
® I
JURSO CTIONAL
as /oAK16 F1oB .Fr
0 \ 0.046 ACRE -II I-1 I I-1 11-III-I L IIII-1 I -1 I I-11 I-III-1 I (1 I I-1 Il l I-I III-IIIIII-I �=L1I-L11==1
1 MH10C 1 II
P
WV
o `���itltlurrrr� III I wFWA-1 ` NOTES
E ��` .�N C A Ro��' III III\ _ \ ` S 1. ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT EDITION (2004OR
WV
O`•• � �A I I LATER)OFAMERICANSTANDARDFORNURSERYSTOCK PUBLISHED BY THE AMERICANNURSERYANDEX ISTING SANITARY EXISTING sANITA
SEWER MANHo LAN DSCAPEASSOCIATION (A.N.L..A.)
SEWER MANHOLE RIM: 391.54'o II 1 CQ III RIM: 409.18' 2. SOIL;� A: n I III INV. our: 401-22' \ �` irNiv. iN�2 s2 ss' 3. SHEET PREPARATION OF BEDSS HIGHLS SHALL BE OBTAINED YPREOFER PREFERRED O INDIVIDUALLY DUALLY DUG HOLL SHALL BE ESD�RECOMMENDED;
•r NA • - I 0 2W 4W Iff 1w \ INV. OUT: 0.93'
NO APRO D FOR OO TRUCTI NN► i I� \, r2�
!r4, y• -- SHRUB PLAtdTIPIG DETiI'tIL
SCALE-1': 40.1'
0
Y
Na Revision Date Na
1 City of Raleigh 1st review comments 10 18 2011 DW W&R Y-
Dram Date
City of Raleigh 2nd review comments 11 18 2011
BY
2 DW
Y 9 / / GREYS
3 City of Raleigh Final comments 12/08/2011 DWDw mn8rn LANDINGPRELIMINARY" LANDSCAPING PLAN
l Checked By Job No. ENGINEERS I PLANNERS 1 SURVEYORS
DW 209009&10 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina'27511 tel: [phone] www.withersrovenel.com License No. C-0832 5

I
40r • FOR REPAIR OF SILT
/ FENCE
IIII + PROTECTION AREA l FOR ANCHOR WHEN SILT
TREE PRotECt
No. 57 WASHED STONE
IIIIL_ I / r DO NOT ENTER 1� CATCH BBASIFENCE IS ROTECTING
N
L
lj� IUI I / WARNING SIGN DETAIL B.,,,,,L
��POST VARIABLE AS DIRECTED BY THE ENGINEER
I I^ l I IIII I� WOVEN WIRE FABRIC
WARNING SIGN
FNNCE GEOToaaE FABRIC
TREE PROTECTION.AREA
DO NOT ENTER MIN. 12-1/2 GA
I I I IIII IIII / / b N FILL SLOPE LINE'WIRES TNIEMImuTE
I I III I I � WWI
SILT FQICE FABRIC
INSTALED TO SECOND
; I /
Wn FROM TOP
IF MK COVER
OVER.S10R'T s
_ --- ❑ ' I E><IEANCH R S MAIN.INTO TRENCH
----__ I DIRECTED BY ENGINEER s
- AND ANCHOR SKIRT AS
11 --------, SIDE VIEW FRONT VIEW
NOTES:
1 I I I (------------ 1. WARNING SIGNS TO BE MADE OF DURABLE. WEATHERPROOF MATERIAL
\ I -.-_-------- � 7- LETTERS TO BE 3' HIGH MINIMUM CLEARLY LEGIBLE AND SPACED AS DETAILED.
1 1 I I I I
1 I _ - 1-ay..
� 3. SIGNS SHILLL 8E PLACED AT 50'MAXIMUM INIERVALS-
p4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
13060.53 SF 1 11R I I I - p I ' I // /! --,\ TziM C 5. FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA
0.30 AC 1 1 ■V I I I y I I ! P B. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
1 I I 9 I I n 7.. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
to -y
I I I I V.
l77 �'C 8. IVDDI110NAL SIGNS MAYBE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
1 1 10899.78 SF I I 21 ! / \ -a .,
I I j I I I ! �? ! \ - .'Ll Z w .1pD O 9. PLACE A SIGN AT EACH ENO OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
1 ^/
0.25 AC i i I II I I ! / 22 \ Ul 0 N O \ x,, 10.FOR CONDITIONS WHERE PRACTICE APPLIES: PLANNING CONSIDERATIONS(HOWEVER FLOW SHALL NOT RUN PARALLEL
1 10995.93 SIF / ! \ o m 8 WITH THE FENCE)AND DESIGN CRITERIA
19. II ' 2® II ' 0.2 5 AC / / 11052.71 sF \ -I O m 11.END OF.SILT FENCE NEEDS TO BE TURNED UPHILL
/ / 0.2 5 AC ` / 0\� D m 12 SEE N.C.STATE TTENR PRACTICE:r SPECIFCATION SEDIMENTS FENCE SECTION.
I / / Z m A FOR CONDITIONS WHERE PRACTICE APPLIES: PLANNING CONSIDERATIONS.
10897.65 SF I `' t 11034.70 SIF I /y 46 � c�
I O rn m 13.SEE N.C.STATE DEIdR PRACTICE&SPECIFICATION SEDIMENTS FENCE SECTION.
\\ \\ i 0.25 AC , ,� 0.25 AC , ----_/ / L4 nm�
I ! / z m HOWEVER FLOW SHALL NOT RUN PARALLEL WITH-ME FENCE)
16 I ' ' / m STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
21175.30 SIF `� ' -----' / '�----
�0nA
0.49 AC23
11322.37 SF , Go-
0.26 AC
15
1 ,
---
ll
21906.70 SF ! -------- _-_
0.50 AC ,
- ------------
24�
12 11 - ,- \ \ 11335.57 SIF
0.26 AC
10895.61 SF 26 , \
14 13 I 0.25 AC •1 11070.60 SIF
I 1 25 /
13288.86 SF !! I I 1 0.25 AC ,
10949.72 SF -
0.31 AC !! ------------------ I ti 10953.96 SIF
- 0.25 AC I ,
0.25 AC -
------------- ! / -- I I ` 'I II VJIOE MR
---� 11 !
10920.09 SF �v
0.25 AC ------------ _
PRIMARY TREE CONSERVATION AREA
- `-----------------�, ` 27 ! NEUSE RIVER BUFFER ZONE 2
u �, _` '�- • . _ 1 !II 13,717 SF (0.31 AC)
- \------------------- � /
10899.78 SF
\ \ ----
-�� -�-I 0.25 AC
L---------- DEVELOPMENT DATA
` , I I STREET ADDRESS: 8230 WOBURN DRIVE
11544.47 SF 8 I I I
�� \• \\\ 0.27 AC 1` 11 i i i I '� II -- -- - CURRENT ZONING: RESIDENTIAL - 4
/' o WAKE COUNTY PIN: 1708006360
1 10953.18 SIF Q o0
0.25 AC I i i I ' I 28 // k 32 TOTAL SITE AREA: 13.30 ACRES
9 10895.29 SF ;
10 I I 0.25 AC
`\ �\ `1 `-�� i I 10910.81 SF
\ I I ------------------j
0.25 AC I I 10963.55 SF
19705.53 SF `' i I i 0.25 AC i �. - PRIMARY TREE CONSERVATION AREA................................................0.31 AC
I
0.45 AC \\ l ; I '' RISER STRUCTURE
48r' RCP
- _
- -_ _ \�------- I 1-----------� ��RM: 405.23'
SECONDARY TREE CONSERVATION AREA ----
65' WIDE PERIMETER YARD :G -- ' INV. IN: 389.41'
��'�= - _-___ ! ENV. OUT. 389.35
_-`
1.02 AC. (44,543.60 S.F.) ________________ SECONDARY TREE CONSERVATION AREA...........................................1.02 AC
SEE SHEET 6 FOR TREE SURVEY - - 50' AVG. MAJOR THOROUGHFARE BUFFER
I
Z _ _ I
10940.92 SIF \
S ' + 0.25 AC // TOTAL TREE CONSERVATION AREA....................................................1.33 AC
ll
�, � 22246.04 SF l` -----------------------�� _ 11
0.51 AC - 13 30 AC (SITE AREA) AREA... 10% ..................................1 .33 A�� � REQUIRED TREE CONSERVATION REA ......... C
�- S EA
_ �►
------ \ I--------------- 11
o I 30
N 2 GENERAL NOTES
11044.29 SF � lI � � �
10910.09 SIF ' I 0.25 AC 24" RCP ` 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY
® / I I 10891.18 SF I I + I INV. 388.61'
-- -- I j ll OF RALEIGH STANDARDS & SPECIFICATIONS AND NCDOT,
o � ,'� 3 i 0.25 AC i i 0.25 AC li IF APPLICABLE.
13415.76 SF I
2. BOUNDARY SURVEY PROVIDED BY WITHERS & RAVENEL,
_ INC.
0.31 AC 10920.49 SF i j i I __ 1' WIDE MRW
3. EXISTING TREE SURVEY PROVIDED BY WITHERS &
0.25 AC i I I i II wrwA-3 RAVENEL, INC.
- , , I I I I I 1 31 - �.
---------------------' /---------------------I I- '
0
-- Fwwn 2
------------ I 12182.75 SIF U
0.28 AC OL
�WETI oS°"A'
.i
L----- °.oas ACRES ` <.•
a0
I P R y RY
II I wrwa-, -N-
J,[ -- =1- �e
u I II , \ NOT APPRO D FOR : 5TRUCTION
y�e !u"
A..P��`F�,•�
II III fillIlIlT,T��
I III -
o at
� III ilk
CD III I I 0 20' 40' 80' 160'
N I I I I ~ --- -�' '
CD
p l I I( SCALE 1a�.
0
I rn
o
Na RevWm Date
1 NOL
City of Raleigh 1st review comments 10 18/2011 DW W&R Y GREY/S
Sheet
1 2 City of Raleigh 2nd review comments 11/18/2011 DW Drawn BY Date LANDING WITHERS RAVENERM
3 City of Raleigh Final comments 12/08/2011 DW DW 07/28/11 TRUE CONSEIZVATION PLAN
Ched(edBy Job No. ENGINEERS I PLANNERS I SURVEYORS 6
DW 209009510 CITY OF RALEICH WAKE COUNTY NORTH CAROUNA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
I
I

►III
I II
► ►III U' ``
I^ � I IiI UI
I III
I ±41 I►►
`�, _ ► I II
TWMPL3 HK4 I III► III
_I ELM3 I III► II
AREA A P 7C' 2 - OAK6 I III
OAKS *PN8 / M%4 -------------
❑ ! '
♦
'I MPL3 El
PL30A �6O ♦♦ ----------1 ------ I I
L�13\ ♦♦ 1 \ ----------- ---♦ \ 1 I I ----
®OA178 ♦♦ ♦ \ 1 I I I t ------- ---, \
_II K5 ♦ 1 1 I I I I ---
7cPN6 ♦\ ♦♦ 17 \ 1 I I I I i I `------- __
/ PL3 N6\ / ♦ ♦ 1 1 I I I 1 / r--------
AREA B ELMS / 13060.53 SF 1 \ I I I I I I ---
f M19 [�1 , MPL4gm ♦♦♦ ♦ ♦ 0.30 AC 1\ \ 18
t P @ TWELM7ELAI E 6 MPL AK30 I ♦♦♦ ♦♦ 1 \1 I II I I
/ / ♦ \ 10899.78 SF I I I I 21
4 \ 1 0.25
I\� //°y`� ,/l ®o �,\✓
�♦♦ ♦♦ \\11 \\\- 0-.-2 5 ACIIi IIi 10995.93_S_F r r/ 22
/ 19 20 11052.71 SF \
y ,
w
EL iMPLS 0.25 AC 0.25 AC
11034.70 SF10897.65 SFg /
AREA 04K.IW 0.25 AC.
MPL6 UM4 *PN 16
`
♦ ♦ i I I I - - / /
I /'
PNB pr4-a ♦
G If
L LM9. // MPLS Z 21175.30 SF ♦ (----------� / • I I ♦ ' \
H�K4 3- \OAK7 0.49 AC r R004 i/ ' \
AK7 t EL - ----------
OAK15 0gAKB -----------
- . . / 23 `
AREA D l S�PL CK3
OAK L 4 MP --/--- ------ / l 11322.37 SF \ �_
OAK10
LO ELM4 -- I 0.26 AC p o
1 HCK3 15
1 ® I
Tw s 21906.70 SF
AREA F AK !2 0.50 AC ., -17
/ I ® HCKS /�i �� ♦� i R003 \\ \\ �♦ �� ♦♦ 24
/ M 7�5 12 / /� �� / ' 1 \ \ ♦♦ ♦♦ / ��
\ � \ MPL3 i' / l --- I I 1 \ �� i'♦♦ ♦ / ! w
1 \ \ ♦ 11335.57 SF
12
3
i I A1S20 T I -' - ' I I , - �, ♦♦ 0.26 AC ,
\ HC1 3 HCK4 �' / r I I 10895.61 SF \ \ 26 1 + ♦ i
\ OA _I_PN1 / OAK14 �i ��' rr ; 13 I 0.25 AC `, \`\ 11070.60 SF 11 11 ♦♦♦ r!'
AREA F 7C r
14
1
M4 I
6 �A 0.25 AC I +
13288.86 SF / I I \ \ 25 -
Afkf4 / 10949.72 SF -------------- 1 1
I
/ GUM X HCK6 0.31 AC /' 0.25 AC ---- 10953.96 SF
1 0.25 AC
/ 9 �0AK12 ELM �» 1 1
l 18 > J OAr 7
_
/ K7 i -------------- -----J 1
\ OAK12
W
------------------- \
/ MR
- - AKS NS -----/ / ---------AREA H OA1C/S� -------
HC®C H3 /(DELM4 II 11 \i\ L-------------------/
P PN10 PN9 l \
K o tK �� , . 1 1 10920.09 SF \ �'
8Fsk14 + 0.25 AC \ 1 /
// \1;CK8 OA HCK6
/ PL ` OA 21 PN6 c ----------
aQA OAK - • `
OAK ` --------` +} 27 /
' AK1I `
1 /
AREA I I � O�k -
__�__` 1 10899.78 SF ,,.-------------------- - . 1
\ ®0Adk\1 K EI�M4 ♦♦♦ �\ \--------------- I0.25 AC
L--------- -
a OAKS ♦♦ ♦♦ \ 1 i I -- I I - --1\ e . '
/ I AKze OPN7 ♦♦ ♦♦ 11544.47 SF 8
\�♦ ♦♦♦ 0.27 AC
I I r
// o b K \ `♦♦ ♦♦♦ \\\ \\1 10953.18 SF i I i i 111 i / DOck 32
®� L4 QAK18 ♦ ♦ 1 0.25 AC I I 28
AK ♦ \ \ i I I ► i I
OAK20 OAKI I I j \ 7bA KsC / ♦♦ ♦ ♦♦` ♦ / \` \ I lI III
I II
I
I I
d/
119668.70 S F LEGEND
K5 K14 .9 1 2.75 AC
MPL5 U /6MPL3 L_-----__ ; .
25 AC
OAKB 30,W4 10910.81 SFELM K6 I-----------------HCK3 '@CA-K6 6 0.25 AC 10963.55 SF
CA
19705.53 SFAREA j ELM3 0.25 AC CRITICAL ROOT ZONE ELIGIBLE FOR
OAKS
f �OAK3 0.45 AC ♦ TREE CONSERVATION CALCULATIONS
6 OAIH4 _ ♦ I
POP72 / _ i ( 48'E RCP STRUCTURE
RIM: 405.23'
----------- i----------- d Il INV. IN: 389.41'
AK7 e
\ _ / INV. OUT: 389.35'
_ - R00
• PL3 EL , �* _ ~'J L------------------�
z OAK OAK 7c/
_I_PN70
w CIOAK3 _ __ 29
a it \
I
Z AREA K aW - *CDR6 PN1 HCK3 - + \ I CRITICAL ROOT ZONE NOT ELIGIBLE
P I i
`I' I
FOR TREE CONSERVATION CALCS.
-A DW 7cPN4 10940.92 SF
/ OAK?& CK MI
II II 0.25 AC
L------------------------
` ` II
3 / �� �OAK 14 8 PN72 OAK14 22246.04 SF 11 •®
M I K7 / 3 M N P PN3 0.5 1 AC
OAK22 P // J w
K4 II
�{c ® �
o � � /fKT4 PN3 ----------
MPLS CH �� / -� � 1---------------
T AREAL \ 4AK4(990P3 MP '�� /� � \� • // i p i---------- I /Q
5 I
/ WE, yy+o+�-,,� N7 OAKS �' i i �I i 30 i � �- - GENERAL NOTES
PL 11044.29 SF / % \ TREE LINE ` 1 . ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY
1 OR MPL3 / / ' ' ---- i ' I I 1 I o OF RALEIGH STANDARDS & SPECIFICATIONS AND NCDOT,
CHRS �. i I
10910A9 SF 0.25 AC 24 RCP l IF APPLICABLE.
HCK7 P4 / / I I 10891.18 SF I I 1 I INv. 3ss.sr
PNJ POPI i / / I I -- -- +
AREA
/ 3 / o`�Ka 4 �� , 0.25 AC ; I 0.25 AC I ' i 1 2. INC.
SURVEY PROVIDED BY WITHERS & RAVENEL,
AREA M PN3 PN4� , 13415.76 SF / / 3 I I I I ! •�
l N17 \I P � , ,'' 0.31 AC /' /� 10920.49 SF i ; ; ; i �__ _ _ ' WIDE MRw ` 3. EXISTING TREE SURVEY PROVIDED BY WITHERS &
PL / /' / 0.25 AC WFWA-3 RAVENEL, INC.
c K i I I I
•I ` 4NNMPLS.. PN .MPLS // I I I I / I �� `� /.
z �
I I31 FWA-2
WT ® _--------------------/ /-------------------- I------------- I J
PN
�a a / I oA 12l I ----------� I' 12182p.75 S/�F I i� ���� N,e C Al R ��i
AREA N ,/ 15 \ /OAKi6 i 0.28 AC JURISDICTIONAL WETLANDS E--��
Q��•�PtJ�scq���
e
.DM ACRE
0.046 ACRES e
E El
P R
RY
1521 0• _
� II
NOT APPRO D FOR NRRUCTION
III III WPNn-1G•,,��, yam:
I II I II� % .p •.....•.• F �:
i
II IA Pui
a III II \ /11111I�f►��``
C3 of
CD
I I II
AI Ill -
o III Ill ��
0
III r
� � _ � SCALE:1"-ue'
0
Y
Na Rev" Date Desigo Sc*
1 City of Raleigh 1st review comments 10/18/2011 DW W Y
2 City of Raleigh 2nd review comments 11/18/2011 DW Draw By Date LANDING
3 City of Raleigh final comments 12/08/201T DW DW 07/28tH GREY S
( ediedBy Job No, ENGINEERS I PLANNERS I SURVEYORS 7
DW 2090095.10 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA 111 Madenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com License No. C-0832

i
DROP INILET HANDRAIL J
:-i l�__ B:419.75 /PROPERTY3II-III- - - - - - - - - Ba�1NC�ARY
-III III-1 I TOP OF WALL -- _ -
_ _ _
1=1 I El I I- ELEV. = VARIES, SEE PLAN \
413
111-I I I-I I I III f
4' WEIR ® EL: 413.00 412
`� f
I=) I I -I RCP INLET PIPE 4'X4' RISER BOX I
WEIR ELEV- 413.20 X 41 .25
I_=1 I IIILUE �III 11 11 1 1) SEE PLANTING PLAN THIS SHEET roP of DAM 6 GAu
WE - ELEV. 414.25 5 AMS
PVC CLEAN OUT (TYP.) :-. .-.: : .
FLOW-__. TOP ELEV. - 414.00' - - -
/Imii
- - - -_ MYCCOURSE SHREDDED HARDWOOD MULCH (4" LAYER) TOP OF SOILa 11-I I 1-1 I 1
- - - INV: 412.50TOP ELEV: 412.00 ELEV: 411.673 ARO8 ILI I-I 11-I 11= _ °° =1 11=1 11=1
L
I - - -
. I-III-III-III-III
I, III . III III I �-
- - -- -- FILL SOIL MEDIA: __.._ _ -. _ - TW:420. 0 BIO-R TION
�.
=I I _ :- - w _- .. = ..: = : (-III- BW407.
- 85 88% WASHED SAND
_ TOP OF SAND 8-12% FINES (SILT + CLAY) 36,. •: � ' �''I'p I
VELOCITY DISSIPATOR ELEV- 408.67 3-5% ORGANIC MATTER F� Q
- RCP SHALL HAVE MINIMUM
- -` WASHED SAND PIPE STRENGTH CONFORMING
RETAINING WALL - - = tJ '
-- =� -- --• TO ASTM C-76
Av.
4 - -
(DESIGN BY OTHERS) - - INV. 407.5 J2
I -
„ o
l
2
0
- -IF
GROUTS
- • • - - 4 P OUTLET PIP
ELEV. 407.33 0 0 INVERT /
(SEE NOTE 4 BELOW) I I f
RISER 6 X I
- t7-
%ED
wv: 406.00OUTL T U TURE RIM: 1 .0
; - - .. !� NV-CHOKING STON UNCOMPACTED -- - TW:420.00(TYPICALLY #8 OR #89 WASHED) SUBGRADE WASH :- - - - _ BW:407.00 (cQ� �r .#57 _- -- - o _ �e.;�
: I � 1 � p f
_ 41 .25 /
SECTION _:-- _ _
6" PVC PERFORATED IFLUSHLWITHEL AND 0
UNDERDRAIN PIPE BIO-RETENTION SURFACE GE�S - O J2 f / R�'P
CONTRACTOR TO RAKE
BOTTOM OF INFILTRATION
PRIOR TO INSTALLATION
OF WASHED STONE PLAN VIEW
MINIMUM OF 2.0' CHOKINIG STONE TYPICAL CROSS-SECTION THROUGH BIORETENTION - BMP 1 PIPE ouTLET
(WASHED #8 OR #89 STONE) N.T.S. - / 2� �.�� f 6 ARV /
4.0" WASHED SAND A A \ 9 `,r0,1 J
1. UNDERDRAIN SHALL BE %
NOTES: BMP << INV:405.50
CONSTRUCTED FROM SCHEDULE f
!r 9 �40 PVC.
2. ALL UNDERDRAIN MUST HAVE A
MINIMUM OF 0.50% SLOPE
3. FOUR ROWS OF PERFORATIONS J A� VELOCITY DISSIPATER PA
SHALL BE PROVIDED FOR PIPE 4' `
- - - SIZES UP TO 10.0'. SIZES PREFORMED SCOUR HOLE (PSH)
4.0' -
GREATER THAN 10.0" SHALL BE RIP RAP IN BASIN NOT SHOWN
- - O
PROVIDED WITH 6 ROWS.
f
- - - - FOR CLARITY
,� 6"O PERFORATED \ TW:40 .00 f /<v� ZONE 2
BW:407.00
2.0 SCH. 40 PVC " 6 RUD / �
3/8 � PERFORATION - f /� �
2.0" MIN .ZONE 1 S
(MIN)
6.d' ON CENTER SECTION A n
6.0" PIPE oUiLET fi' ♦ 4 4.
2" BIO-RU ENTION PLANTING REQUIREMENTS:
-- - --�$�� \ TW:413.0 /
2, BW:407.00
2.0" (MIN) 12" MIN \ NCDENR REQUIREMENTS: MIN 400 STEM /AC
WASHED #57 STONE THICK WITH FILTER F SM I (MIN. 1 TREE, 3 SHRUBS & 3 HERB. SPECIES
II VSCHEDULE 40 PVC PERFORATED BY 5' /
CONTRACTOR PRIOR TO INSTALLATION STORMWATER MANAGEMENT FACILITY MP 1 = 4,500 SF (0.10 AC)
PLAN VIEW BMP 1 - 40 STEMS REQUIRED
BIORETENTION UNDERDRAIN TRENCH DETAIL PERFORATED UNDERDRAIN DETAIL SCOUR HOLE DETAIL(TYP) - 40 STEMS PROPOSED
N.T.S. N.T.S. N.T.S. 1„ = 10' \ .I (3 TREES, 20 SHRUBS, 17 HE PLANTS - 3 SPECIES)
GREYS LANDING - BIO-RETENTION PLANT SCHEDULE
NOTES:
1 STABILIZED ENT AND EROSION
CONSTRUCTIOCONTROL
ROF PRACTICES
SHALL BE IN PLACE BIORETENTION AREA BEGINS.AND THE SLOPES DRAINING TO THE BIORETENTION AREA SHALL BE TREES
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING LABORATORY TEST RESULTS OF ENGINEERED SOIL MEDIA FOR APPROVAL BY CITY, QTY KEY BOTANICAL NAME COMMON NAME ROOT SIZE NOTES LOCATION
ENGINEER, OR BOTH PRIOR TO INSTALLATION. TEST RESULTS SHALL, AT A MINIMUM, INCLUDE P-INDEX, PH, AND MINIMUM INFILTRATION RATE OF / 3 AR0 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE B&B 3 1/2" CAL; 14' HT MATCHED SPECIMENS BIO-RETENTION
THE MEDIA. ONLY APPROVED-MEDIA SHALL BE USED. SOIL MEDIA SHALL HAVE INFILTRATION RATE BETWEEN 5.00 IN HR AND 6.00 IN HR AND
SHALL HAVE P-INDEX BETWEEN 10 AND 30. NO FERTILIZER IS TO BE ADDED.
I
3. SOIL MEDIA SECTION TO COVER ENTIRE PLANTING SURFACE. PRUNE ONLY TO REMOVE ANY BROKEN, DEAD OR SHRUBS
DISEASED WOOD WHILE PRESERVING FORM AND QTY KEY BOTANICAL NAME COMMON NAME ROOT SIZE NOTES NOTES
CHARACTER OF TREE: DO NOT CUT LEADER; DO NOT
4. THE ELEVATION SHOWN FOR THE BOTTOM OF CELL REPRESENTS THE ELEVATION AT THE FURTHEST POINT FROM THE RISER STRUCTURE. THIS / "
ELEVATION VARIES WITH THE SLOPE OF THE UNDERDRAIN PIPING. �.
PRUNE IN ORDER TO REUSE CANOPY SIZE 6 ARV VIBURNUM DENTATUM ARROWWOOD VIRBURNUM CONT. 3 GAL./24 MIN. 4 O.C.00. BIO RETENTION
T CONT. 3 GAL. 18"-24" 4 O.C.
BIO-RETENTION
6 MYC MYRICA CERIFERA WAX MYRTLE
U
/ ROOT CROWN 8 ILG ILEX GLABRA INKBERRY HOLLY CONT. 3 GAL./24" MIN. 5' O.C. BIO-RETENTION
2
J
W \ le
TOP OF BALL AS DUG
\ HERBACEOUS GROUNDCOVERS
Cr
\ 2-3" SHREDDED BARK MULCH. 5 AMS AMSONIA CILIATA CREEPING BLUE STAR CONT. 3 GAL./18"-24" 3' O.C. BIO-RETENTION
3" MINIMUM FROM TRUNK
_ \ 6 GAU GAURA LINDHEIMERI GAURA CONT. 3 GAL./18"-24" 3' O.C. BIO-RETENTION
(D0 NOT PLACE MULCH IN
3 i CONTACT WITH TREE TRUNK) 6 RUD RUDBECKIA HIRTA BLACK-EYED SUSAN CONT. 3 GAL./18"-24" 3' O.C. BIO-RETENTION
a
0 4" BUILT-UP EARTH SAUCER AT EDGE
BMP 1 - PROPOSED BIO-RETENTION AREA OF ROOT BALL (OPTIONAL) IF PROVIDED GENERAL LANDSCAPE NOTES
Planting surface=4500 sf@ 412.0o REMOVE PRIOR 0 ONE INSPECTION
N 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS & SPECIFICATIONS.
4!x 4' Riser Box, Crest @ 413.20 3" MULCH 2. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE
4'weir @ y.13 00 UNAMENDED BACKFlLL LANDSCAPE CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THIS PLAN.
24" RCP Outlet Barrel TOP of ROOT BALL AT 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF
oTop of Dam=4i4.25 4" EARTH FINISH GRADE, REMOVE ANY PLANT MATERIAL.
L NATURAL SOIL LINE SAUCER BURLAP AND`TWINE FROM 4. TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND EXISTING BUFFER AREAS.
I TOP 1'/3 OF ROOT BALL. 5. ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A. STANDARDS AS SET FORTH IN "AMERICAN
REMOVE CONTAINER.
P Max Ponded Q� Outflow STANDARD FOR NURSERY STOCK", 2004 OR LATER EDITION.
Stoma Event PeakWSEL Freeboard > BREAK UP EDGE OF PLANTING PIT. GRADE 6. ALL TREES AND SHRUBS SHALL BE FULL, WELL-BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES.
Depth Past Development
(ft) 0 f C ft) 7. ALL TREES TO BE A MINIMUM OF'ROOT',
IS SPECIFIED IN THE PLANT SCHEDULE.
�� 8. IN THE PLANT SCHEDULE UNDER ROOT, B&B REFERS TO BALL AND BURLAP.
s s-Year 4. 2.6y 6.67 1.58 o.53 12" 129" _ - _' 9. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
W _ MIN. �1 . TAMP SOIL SOLIDLY AROUND BASE OF ROOT L) - 10. PINE STRAW MULCH SHALL BE PROVIDED IN ALL TREE SAUCERS.
ir BALL LEAVING SOIL PEDESTAL UNDISTURBED. SOIL BACKFlLL-MIXTURE
2 Year 4 3.o3 1.03 1.22 o.65 I I
- - 1 PART GROUND PINE 11. PRUNING SHALL .ONLY CONSTITUTE THE THINNING OF BRANCHES AND FOLIAGE (NOT ALL. END TIPS) TO RETAIN THE.
I- BARK TO 6 PARTS SOIL NORMAL PLANT SHAPE.
zo Year 4z3.28' z.28 0.97 3.44� CUT AND REMOVE TOP 1/2 OF WIRE BASKET TURN - - WITH 8-8-8 FERT MIXED
DOWN TOP 1/2 OF BURLAP; REMOVE ALL CORD & -- �= IN AT 1 LBS/100SF
_ TWINE FROM `BASE OF TRUNK;.IF NONDEGRADEABLE NOTE:
11111E IIllil_
SINGLE PLANTS. FOR .`
WRAP IS USED, REMOVE COMPLETELY. PLANT PITS ONLY FOR •• ••• - .�`"'
I OTHER PLANTING PREPARE p °°
MAKE HOLE 12" WIDER ON \PIN C ARO, '
DIG WIDE, SHALLOW PLANTING HOLE THE ENTIRE BED AREA. BALL DIAMETER.ALL SIDES THAN ROOT =o�OFES510�9 v
WIDTH= 3'XWIDTH OF ROOT BALL BALL + 12" p p C ) ���} cp,�^,\,r°e p CAN
NOT APPRsOVAD 5C. SIIIUCTION
r[ I NTIN I S I
Lrio :��/ C GIA►EE°��O
o NOT TO SCALE 2 NOT TO SCALE
0 .5' 10, 20' Ar
a
CD
o SCALE:1'-10'
Y
Na RevWm Date see
1 City of Raleigh 1st review comments 10/18/2011 DW W&K 1h'1I0' GwRkEYS
`
2 City of Raleigh 2nd review comments 11/18/2011 DW Date LANDING
1 3 City of Raleigh Final comments 12/08/2011 D DW 07/28h1
Chedce�ltiy` J�Na ,ITION AR' AI ENGINEERS 1 PLANNERS I SURVEYORS
{
DW2090pgS,�p CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA III MacKenan Drive Cary, North Carolina 2751E tel: [phone] www.withersravenel.com License No. C-0832

I
'i
j
J
'1
BMP DESIGN SUMMARIES`
r ! , ' . t I t • , 1 + J ,` / ' ` i i ' -PROPOSED UNDERGROUND STORAGE AREA
, 1 r , , I I , t , r � 1
�1 'o LF6o" CMP
BMP
Invert=413.So
+ , l ° Outlet to BMP z
So" d iarneter'orifice CEO 413.50
.-------------- -
' , r r �O B t 1 / High Flow Bypass Outlet
CMP RISER WITH ' '
! GRATED ,INLET ! I 1 �r S O F' , , , ,
! // • , r , , , O 1'Wide x`6"tall rectangular orifice 41fi00
RIM:419150 r - , , r f ! I' r _ ,' 2.1 \ \ - ,' /, ,! ,' / // /! r ,' Grate Overflow @ 420.00
1 r = O, F' ,' i i ,' i ' '
_ _ ! / J , , - Outflow
A� ' ; ,' , / ; y' ; r' ,:' �' /' ' J; ' ;! PeakWSEL Freeboard k
° Storm Event Post Development
r /!, , ------------ zYear 425-46 3.23
4.54
0 DIA ORIFICE `r O /r ' ' E 'J ( A P ' ' / '
1 / / J /' ' Cir' 0 413.50 1t. �/ FILTER/ ' u V J J ' /, ,' 2 Year g1�.23 3.75 4"�7
,'' ��, SAND ER S
INV: 41 .50 OJ r, ;, 1! r, ;r / ! / , rr ' --------------- J' '' D CHAMBER ' 3o-Year 418.32 1.68 8.92:
INV:408.5
SAN /
LOW PIP
r _._. .. - r 4 OVERFLOW ,O PAS
,
- - _ - - -
DI-20
_`_- � � S .RIPE '
�= J,`/ BMP 1A I ; 1
D 13/_rH - = ,''`� ,+ ,! $„ cMP, / E ' H R F20 B
____ 1-Off LF 4 DIA f ('�
! , - w I l 1 t ,r J D.1 2 0 LJ J SEDIKd NTATIO C AMBE
CMP,/RISER,WITH i /" ' INV•405.75
�/ ' ' ' I \ ; ' ; / i GRATED INLET BMP 3A____ J O , BMP 3A-PROPOSED UNDERGROUND STORAGE AREA
! , ! ,' , , ! � , ," , ..RIM: 415.00 , J /
/ I p� Do
MP/RISER WITH ' i ! r ! L i , , , CMP RISER WITH 18" CMP OVE LOW PIPE / / C/� zoo LF 48 CMP
{ 20GRATED INLET 1EL• 412.50 Invert= 08._
GRATED INLET! ! , ! , , , , </ , , / / r /
i RIM: 423.80/ , , , ,
! , , % J ,' ,! �' r / _ AIM: 415.00 2-er ORIFICE �' /' '/ " 4. 5
EL•408:50 6-2 orifices to sand filter
19"overflow culvert to sand`fi[ter @;412.50
Grate Overflow=.415.00
J
Outflow
PeakWSEL Freeboard �k
H 8 / ' / Storm Event ft ft Post Development`
►,c,..�„ J J J J ' J ' O �.) cfs}
/
i
1-Year qs3. 1.46 0.79
Year 413•56 2.44 0,85
f 10-Year' 423.8S, 1.1+j 2.70
----------------
BMP 1A PLAN BMP 3A PLAN
1„ = 20' 1" = 20'
'I
I
-- BMP 2-PROPOSED UNDERGROUND STORAGEAREA
r ' ' �t 1 LF 2" CMP
_ Z.`t� 8
r- / / , r t
/ r ' , I \\ ` Invert=420.00'
,l 4/ J / r \\ \\, \\ \\ 2" diameteronflce 42o.00
It
3.1` overflow weir COP 426.00
2I� RCP pipe t0 BMP 3 ,
Grate Overflow=428.00
zm
0Outflow
3PeakWSEL Freeboard
Storm Event Past Development
INV:394.00 CI:S
0.14
1 Ye8r' 6 08.
' n 2-Year 422.55 5.4F5 0.17
/ n
10 Year 424.78' .22 0.23'
D 11 1 J. INV:394.0 DJ-
/
D5 11 INV;' 420.00 J
J ,BMP 2
/ �i SEDIMENTATION CAM ''
�` - _�= t - '' i 3Q1" LF 72" DIA,- 'MP
SE NT1� BER - - ,----- -
I /
FE
.__ - -
= PROPOSED UNDERGROUND`STORAGE AREA
J __- 301 LF72 CMP
SAND FlLTER SYSTEM. _
dd
_ , , , BMP ,TA "/` - __ , ' ' ----' -
-== � - , r , r .i / ! �� CMP. RISER WI - _�- =_ -���. ! / , rr_ Invert-394.00..
-�. -- ._ F .72 DIA _CMP r GRATED INLET
__� , - -2 diameter orifices to sand filter
_ ._ J_: ; - r CMP RISER ,WITH RI 403.00
. = / \
M 4 ,�
/ , / , II GRATED INLET , x - \ L� 39 .5/ ,
w r / M H 312 diameter overflow barrel @ 3g8.50`t0 sand filter
/ , IAA ,
5 0 RIM. 408.09 _ _ _ J,B1,BMP �1'J' ,'' /' .� \ ' -2 Grate Overflow o 00
Vj!-F'W
t CMP RISER WITH
M j GRATED/INLET ,` J/ Qk 011fflOW'
t RIM. 429:00 , G1MP RISER WITH r' H ,
r GRATED 1NL�1 = '' - ' PeakWSEL Freeboard
RIM: 429.00 24' RCP /r \. , r O / f J' J` ,'' /,'' J' /' '' ' f ' . Storm Event Post Development
r
I
/'_ J' INV. �2.00 Cf5
_ SAND CHAMBER , ,J J
N 4, DIA ORIFICES'1`0 SAND Fl TER , , / J f /
CMP SER WITH , , r r / J i-Year 396.11 6.89 0.62
�' / /
(� � ' � I 1 , '. -� 1 , , , EL: 394.00 ,-'' _
GRATE INLET DC I t , / /� B
-" �` :� � 'LOW FEO ,11'E Q
o i rr ,' RIM: 5.00 / , r, r _ _ _ /' , J J' 'J ,' ear 96.9 617 0.73
r
r i , OVERFLO PASS Pipt '
r J r , r r 1 1 T r CMP OVERFLOW.PIPE ' 10-Ye$r 1 8 2.0
I 399. 7 3. 3 7
t /f t\ \ i ,' EL:
/ J ' / ' / INV: 392 0 '
MH 10C !
r r �A, wv► II ,
w
K
t�
BMP 2 PLAN BMP 4A PLAN
\\\OPEN C ARo�'%,
1„ = 20' 1" = 20' PA
t Al Ryff
NOT A�'PR{6yED CO�PSTRLICTION
o - i e oeooaoe �
WER��\\
vi ''rn,It11111��``
0
CD
0 1a' 2W AWCD
80'
t
CD
Cn SCALE:I'-W
0
Y
Na Revision Date kallee
1 Cityof Raleigh 1st review comments 10 18 2011 DW W&R 1" = 20'
Sheet Naa
2 City of Raleigh 2nd review comments 11/18/2011 DW DMn By Date GREYS City of Raleigh Final comments 12 OS 2011
DW 07/28/11
3 DW
{ y g / / S T 0 OR' MWAT Em" "%MP DETAILS
ChedcedBy Job Na ENGINEERS 1 PLANNERS I SURVEYORS
DW 209009510 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
l

-. ..Aar ...
W SCHEDULE'40 C
PERFORNTED PVC
UNDERDRAIN WRAPPED
D Ifo Hof IN FILTER FABRIC X2 fi xdr TEE
8 Ton Swift Lift Anchors
0
ir Boot
DO
4 Req'd For Lifting x 6 3/4:�' (Typ.) \ /
Van,.
------------------------ -- ------
DIP
A 1 - - I A <d
/
CHAMBER iSAND
_ I _ I OUTLET TO CREEK / /t / `
r--------- -- I-----------, -- � . / /
--- -------------- ---r-------------- OR LAKE
r--------------- -----------------A r---------- ----------------------� / ` // ' _ / UNDERGROUND SAND F�LTER /
B I I Ifo Hole w/ B i % t 16 X �6 X 8 DEEP
I 413' x 24 orifice To sand -� - G Boat � \. / / / / / ' - /� / 576 S.F. /
Chanter. Set Inv. 2'-G Above I RCP OIfREr PIPE
Bottom Of Tank I I
SEDIMENT ' �-
CHAMBER i I I I /�� /
------ ---------- ------� --- ----------- -- - - -� UNDERGROUND SAND FILTER
/ 240 S.F.
/ 12' X 20' /X 8' DEEP
D -
i i t Boot (Typ. 1 1 1 1 i �-
INFLOW FROM /
UNDERGROUND \a
STORAGEole 1-2/ 0
- _
/
r , f Z t t t
RCP OVERFLOW PIPE
RCP OVERFLOW PIPE FRO i
PROPOSED
UNDERGROUND PIPE
STORAGE SYSTEM WITH
GASKETED 0-RINGS /
UNDERGROUND PIPE DETENTION SYSTEM INV. IN: D/120C/PLAN VIEW � ' �' ` t` ,' / >,
00
24 RCP OUTLET /
FINISHED GRADE \ // /` t/ M H I OC
-PROPERTY BOUNDARY-
.IIEI
i i
6" PVC CLEANOUT BMP 3 PLAN BMP 4 PLAN
SAND CHAMBER
Z0 1rr = cot
18" MIN TOP OF SAND EL: 1" = 10'
EL
-.v . ♦ .•.:- _ �-.. -:a .! ...•. • .. .-.is. i: - - �3.
BMP -PROPOSF�SAND FILTER
- - - - - - BMP -PROPOSED SAND HLTER
4.
Sand Elevation=4o6.50 Sand Elevation 392.50
Inside Top Et=414-00 Inside Top Et=400.00
6" SCH 40 PERFORATED PVC UNDERDRAIN 4'overflow weir 10 413.50 Overflow weir @ 398.00
WRAPPED IN FILTER FABRIC X 2 18" RCP Outlet Barrel 4" RCP Outlet Barrel
SECTION A-A
k Outflow
Peak WSEL Freeboard Qvme Outflow Peak WSEL Freeboard �
Storm Event ((#p��� //p Post Development Storm Event Post Development
Ring & Cover
CfS�Supp rted By Contractor 4s
&.Bnottght To crane (ryp.) 1 Year 39591' 4.Og; o.s3
8 Ton iL Year 4z3.54 o.46 mi6
24 lints w// 2 Year 6 63.23a.i
4 Req'd Fo Lift Anchors
3/4.r 42L SX 2DD Boot 2-Year 413.5E 0.44 0.23, 39 •.7 3
DOW, �---� ------------------------------- r----------------------- - ----+ zoYear 413.80 0.20 2.03 zo-Year 398.17 zs3 1.0
� I
1 O.C.Typ. //--W x 2,r Orifice To Sand I
// Chamber Set Inv. 2'-d' Above I I I
r l r--1 Bottom Of Tank 1 I r , Inv. flee
I I I I �/ I I SEDIMENT CHAMBER I I I Rcp
I I I I 1 I I I Inv. Elev I
-------- ------1- ---------------I-
1I I I I I Ito Hole w I I _ T
1 I I G Boot (Typ� I 1
I I I I I I I I Pro ect Name:Greys Landing e[eiffi t. 2090095 Crorea Name:Greys Lauding roi a r: 2090095
lay. Elev: �n I ---- CitAtate:Raleigly NC Date 17-hkr�l I Cjh 4;Raleigh,NC Des: 17-Nov-1I
\i 8 Ton Swift Lift Anchors i I STORMWAIM BMP 3-Said Filter STORMWATf3i BMP 4-Sand Filter
4 Req'd For Lifting x 6 3/4
l I I Inv. der.
Base ELMSI --- IJ------------------- ---L- r-- ---------------------- ----I LWatrQnalhyValane(Sd,utldaSiepltMtli.o� LW .QetlkyVslmae(Schada'oSmpleMethod)
- gyp- q�-
! ll Y ll 6" DIP Drainage AmatoSmdFdter- 2.02: Damage Amato 3mdFita- 2.47
Inv Elev. Impervious Amato SardFihar= 0.77 Imp-i-Areato3mdFilter= 0.95
Impervioo9Peecmfag- _38% 7mpwvi o percentage= 38%
- Rv=0.05+0.009(1) where, Rv=Ranoffcoefficimkiafm• B-D.D5+0-009(1) where; R-Rmoffeoeffickrt,in.fin.
SECTION B-B I=pereeat imperviaue 1=Parent mpenviaus
i Rv 039 iolm. � - Rv= 0.40 in.fia
Totelmooffvolume5�vatergaalitystorm Tedimoffv hrcrm from water quetity aloim
- Rano$wmme,3=(Demgn ramfall).(Rv)(Ihaarage Ana). - Ranrdfwmmq3=(Dee�rmmnll)(Rv)(Dramage Area)
NOTE: Design RaiefsO= 1 inches Design RamfaO= l:inches
i ? SEASONAL HIGH WATER TABLE WILL BE PROVIDED AS PART OF wQv- 0.est:-,f. Dseelto sae the-,face areas odsedmenrahamber and sand filter WQV= 0A82ae.ft. Dsedto sizethe sodace areas odsedimentchambermdmodfdter
1 THE CONSTRUCTION PLAN DESIGN DESIGN TO ENSURE 1' MINIMUM 2gz<2 f>t 3552 f?
z SEPARATION FROM BOTTOM OF SAND FILTER CHAMBER.
� VJQIrd= 0A50 ac�8 Used as the velmnethatmost be contained between sediment chamber WQVgjy Ulilstc.R Used as the vul®ethat most be:contained between aedimentchamber
ACTUAL DESIGN INVERTS AND ELEVATIONS WILL BE PROVIDED 2162ar masandsker( avesaaa) ic641f masaeasher(movessud)
� AS PART OF THE CONSTRUCTION DRAWINGS.
7 Mw&mam llmd m are Smmd lUkr and the SedlmenW os Blida 2.Mrodm nsHead an theSssd Miter�d the Sedimentation Bps
LU
ha m.. WQvw(fl)4Aff?)+M(a')] betas WQV.4(eAA.(R'NAt($r)]
3 Ring & Cover
f g Supplied By Con�aetor A,= - Surface smaofSed®mt Basin A.= gunfire areaofSedment Basin
21r U+22 2DD / & Broutglt To Grade (TyP.) Ar= SmfacearcaafsmdFater Ar.= SurfaceareaofsmdFdxrPSX
oot
rii Sefisavlt Brutii SinfaceArea - SiroatBrrasi Sarfaze Area
A.=-(Q./W)a ht(1•E). A.=-(Qjw)a m(I•E)
j 2,CO Hole w/
Qo=Aveagerale of wlfbw Qa=Average rat ofoulflow
34L PS)(-2DD Boot __I- L-- new. I- L- 0.03 f?fm 0.04 fiftsee
04 ----TT---- --- ----� I -- --�
RCP w-Settling velocity ofparticle w=3enling velocity ofpaticle
0.0004 f is(20 micron particle)�estea 0.0004 We(20 micron pamoleysugesied
i I I I I I I I I 0.9 sugested 0.9 ingested
E=Trap EHiceieacy ofdm mbw E=Trap Elliceiency ofchamber
o OVERFLOW PIPE
UNDERGROUND -tIrm. new- SAND UNDERGROUND SEDIMENT 1� SAND A,= 192 re (mioimum,aarfi-ara) A►- 237 le (minimum"suffacearea)
PIPE ON I I CHAMBER PIPEDETENTIM ON CHAMBER CHAMBER
Q _ Sand FiiffirSurfaceAraa Smid Fitter o•;tiMAmn
(WQV'4)Rk d•(b.4-Q) &-(WQV*df)q"(h.+4))
v I - I I dt-Dqut a Ore sardFiDer6ed(mism®ofLS) di=.Dept a the emdFikes bed(minimum of l-5). -
o L I I OW FLOW PIP I I k=Coeffrcdentofpermeebiftferthewedfxlterbed � k=Coeffieeientofpermeubilifyforthe mad filter bed
.
I I 1 1 I I 1 3.3 21day (suggested) 3.5 May (suggested)
SEDIMENT I Inv. Elev. Is I -I t Tm sends t=T m ) the wbed
I CHAMBER I ,.-•. ...-.. . I I ;: ..'•.r
- eregnced to mace dte wQv tlmurgh the Yer6ed ®e nqusedto main the wQv tboagti l6 mash
c .• - = 1.6E day (requirement) 1.66dey (reguire era
CO Hole w,[ CO Hole w i4e.rae. Maximum Head mFdter hm.ratr-Max®um HeadonFiber
Z T Boot (TYP•1 Base dev: T Boot (Typ r 5 5 (desgv iapnt) S R (design input)
g L-- ----�-1' -� - ----]-]- �0-
n Ar= nu R= -44 zzs nT
w
D- _ C=troint (➢i'QVvuwbec�mnam&dmaWBasmrn aFilter) Gbs nt (t1'QYrmufbe rxant�neduSedimantRaaa✓a'arvl Fitter)
o 1Ts Hole w/ 1F Boot [A.+Ad x lice-wQv [A,+Aa a h;ro,;,„>wQv.
a - For V' DIP L1 Tf Hole -
Inv. Elev: (V.Ir Boat 3.MI 1ld aS-dlixa Sor&.A-.,dth ropeatteaspedr d,hvalae �```111 BSI�/l,�/f� 3.-Mbdmf-S®dM-S.,-&-A-.wlthreape_ett°orpednedhvalae. -
EO .A,- 24630331 _ `��OP•r`N°°e°loJo%buM° `���j - A,= 303.53626
SECTION C-C SECTION D-D - .6113°°FEssL° °� : Ar= 229
Greatatlrsu minimum Aa,Deaigsmeeta criteria o -31 i Gmzdwthm minimum As,Design meets criteria
Requ�dSmdSurf-A 186 f12 .. ie Nee-Sediment Chmtbcris oversized pipe soregefer, �. ReW-d:Sand 5-ftocA 229112- "Note-Sed®eat Chamber is oversb cl pipe stoseSe fen-
I Provided- 240 ft2 ,additionaldetention .Provided- 576122 additiomldetentim
N Design meets criteria. Fak I ° Deign meets criteria
NOT A PPRO�/ED CO�PSTRUCTION
°n*.a 0
! O oe000eo
Ui TYPICAL UNDERGROUND SAND FILTER03
cm
N.T.S.
0 V 10' � fan'
0
CID
SCAM P-10'
Cn
CD
Y
Na Revidm Date sC1e „ _ ShM Na
1 City of Raleigh 1st review comments 10 18 2011 DW WK 1 - 10'
2 City of Raleigh 2nd review comments t1/18/2011 DW Drawn By Date GREYSLANNEw)ING
3 City of Raleigh Final comments 12/08/2011 DW DW ��$
c. edBy Job Na ENGINEERS I PLANNERS I SURVEYORS 10
DW 209009510 CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA 111 MacKenan,Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com License No. C-0832