20080901 Ver 1_Site Plan_20080630

TAX MAP & P I N NUMBERS: 566-01-002 (0830-04-82-3328)
566-01-002E (0830-04-82-1521)
566-01-002D (0830-04-82-0519)
566-01-002C (0830-04-72-9604)
~(lQ 4 ~ ~~fl('
16-63~
NC
' 1
SHEET INDEX
SHEET 0000 COVER SHEET
REGIONS DEVELOPMENT LLC DEVELOPER:
673 BROOKVIEW DRIVE ~ SHEET 0001 EXISTING CONDITIONS/DEMOLITION PLAN
CHAPEL HILL, NC 27514
PH 919 968-0297 ~
o ~ SHEET C100 PRELIMINARY PLAT
EMAIL: GARYWALLACE NC.RR.COM ~~oo~ ' ! l~ ~o ~o
I j ~ i~ I 1
LANDSCAPE: TONY M. TATE LANDSCAPE ARCHITECTURE, P.A. W SHEET C120 OVERALL UTILITY PLAN
ARCHITECT 5011 SOUTHPARK DRIVE -SUITE 100 ~ ~ KRISIY ~ PL4CE w a '~Sn" PL4CE
DURHAM NC 27713 - e
PH 919 484-8880 SHEET C121 SANITARY SEWER OUTFACE PLAN AND PROFILE

EMAIL: TMT.LA VERIZON.NET - o ~ E ~f ~f SHEET C140 GRADING AND STORM DRAINAGE PLAN
io F SITE
ENGINEER: EDENS LAND CORP. ~ Us w° ~o 0
5007 SOUTHPARK DRIVE 'EDGE RTON DRNE v
I U
SUITE 200 ~ ~ r---
DURHAM NC 27713
P H 919 341-6714 i ~ ~
I 0 DR~`~
' ( i 'wl EMAIL. INFO EDENSLAND.COM 2 ~ a ' J
Z ~ 50UTHERN
SURVEYOR: MURPHY GEOMATICS ~ DRS i DRNE 4p
6308 J. RICHARD DRIVE ~ ~
FDA RALEIGH, NC 27617 _ ~RNf j..-.
PH 919 787-7873 ~ ~ I
~ ~
EMAIL. JONATHAN MURPHYGEOMATICS.COM
NOTE: CITY OF DURHAM STANDARDS AND SPECIFICATIONS ARE TO BE USED. ~
i i
I
i i
NTS
NORTH SPECIAL CONDITIONS OF APPROVAL
CONDITIONS PRIOR TO CONSTRUCTION DRAWING APPROVAL
1. An executed starmwater facility operation and maintenance permit agreement (prepared by Stormwater services, City of Durham), payment of a
stormwater facility permit fee ($2,000 per detention/water quality device), and a perpetual surety for the continued operation and
maintenance of the facility is required prior to construction plan approval.
2. A completed City of Durham Design Summary is required for each detention/water quality device no later than at first construction drawing submittal.
CONDITIONS PRIOR TO ISSUANCE OF A GRADING PERMIT
1. Tree rotection fencin must be in lace rior to an demolition, land disturbance or issuance of a radin ermit P 9 P P y 9 9P
AT THE TIME OF FINAL PLAT ~ I
L With the Final Plat, documentation is required of the proper legal provisions, including attorney's certificate, of the establishment of the homeowners E,~ yy ~y~
association, including declaration of covenants and restrictions for the common areas for perpetual ownership, and for maintenance of commonly r t t ` I - - - ~ ~ - y'y
owned improvements and land. ~ ~ 1 I
2, With the first Final Plat, the parcels are to be recombined, and the existing buildings are to be removed. I 3, Pa ent-in-lieu of open space dedication is to be made with the first Final Plat. yin _ - - - ~ y /
1 ~ i~o CONDITIONS PRIOR TO ISSUANCE OF BUILDING PERMIT ` ~ _ ~ ~1, /
in ri h -of-wo to be recorded rior to issuance of buildin ermit. A co of the ~ ~ 1. Recombination plat(s), final plat(s) and/or deed dedicat g g t y p g p py
t recorded plat will be submitted with the first building permit application. ~ P , ~ _ ~ 1! ti_ r
2. Dedicate 10' of additional Right of Way for the frontage of the site along Ellis Road. A copy of the recorded plat must be submitted with the y ~ ~
first building permit application. z ~ ~ 1 t
CONDITIONS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY ,t ' ~ ~ CITY OF DURHAM
1. Developer is responsible for fabrication & installation of all required signs & pavement markings within the public right-of-way. The developer 5 7 l~ rk Driv ou a e t, ~y ; ,1 PUBLIC WORKS DEPARTMENT l ;t i 1 APPROVED
shall submit a signing & markings plan to the Transportation Division at construction plan stage for review & approval, This plan must be sealed by a registered Professional Engineer & prepared in accordance with the MUTCD. All signs & pavement markings shown on the construction It
ue drawings must be in place prior to the issuance of any certificate of occupancy. Benchmark ' M ` _ i ~ ENGINEERING DATE ,1. ~ t
2. All landscaping/Street trees, consisting of minimum 2.5" caliper large maturing shade trees, must be installed for each lot according to the Durham N 2771 c p ~ I ~ , ~ ~ ~ e STORMWATER DATE Ex. SS IVII I ~ 1 TRANSPORTATION DATE
table on sheet L-3 prior to request for a Certificate of Occupancy Street trees adjacent to each open space area & along existing perimeter ~
streets will be planted according to the schedule shown on L-3. ~ - 41 714 P 3, Street trees for Open Space 1 to be planted prior to any certificate of occupancy for Lot 10 and Lot 11. I rI~I 3 CJ ~ . ~ ~ ~ l y y DATE t ` ~ I DATE
4. Each lot shall have a driveway to accomodate two vehicles. X: 1 Invert In 373.7 ~
a 7- 5. To receive ongoing or as-needed provision of any City solid waste service including debris cleanup or aollection of garbage, recyclables, yard waste, ~ Invert Out 373.73 ; ~ 1
or bulky items on any private road or other private property, a Residential Waiver of Liability must be executed by the appropriate legal entity - - ' 1 ~ ~
e a d n l n m m il: inf /c n hnmonwno.'c ncenrin+inn~ form fn do nrnvirlcrl by +ho flonnrFmon} of Gliri Wncio AAnnnnemcn} nrinr Fn iccii~nrc of ~mi tea.+~fi~~io ~f o e e s a Co r, i y 11 1 0 0
occupancy. See the SWM web site at www.durhamnc.gov/departments/solid.
6. Construct a southbound left-turn lane on Ellis Road at Street A with appropriate storage and tapers.
<000
BENCHMARK LOCATION (EXISTING MANHOLE LOCATED ON WESTERN SIDE OF ELLIS V) o o co
SCALE: 1"=30' ROAD APPROXIMATELY 160' SOUTH OF SOUTHERNMOST w x v I 00 PROPERTY LINE) °w o w 0

TAX MAP & PIN NUMBER S JUMBERS: 566-01-002 (0830-04-82-3328), 566-01-002E (0830-04-82-1521), 566-01-002D (0830-04-82-0519), 566-01-002C (0830-04-72-9604)
_ -
# REVISIONS
_ _~~-1,.
~ ~ 1. PER CITY OF DURHAM 12-16-07
~ .....I ~ " ~ ~ 2. PER CITY OF DURHAM 2-07-08
1 1 t _
~ ~ 3. ADDED M1SC LABELS 3-24.08
14" Oak 10" Oak
1 ~ N/f 10" Hickory . 4 ADDED TAX MAP AN:D PIN INFO ` ij4.09.08
1 / Pae Christine B l'I~
14'" Pine Pin: 0830-- 4''-83--1178 ~ 1 / Tax Ma :565-- 1 p 1 1 10 ~ Oaf
Zoning: Rr ' 14" Pins`, ~ Use: Vacant ~ -1
1 ~ ~ .

~ Existing Field-Surveyed- _ lop of Bonk Location - ~ 1 1 1 1
1 + ~ 1 1 ~ ~ I
Existing Building , / Crosses Pro ert Line ' P Y ~ ~ ~ ~ 50' Stream 1 ~ ~ 1` ;
/ 2.56' ~ Southeast .Corner 1'0' No Build Buffer ' 1` 1`,"... 11
Of Building j ~ Setback 1 ~
1 ~ ~ ~ ~ / N ~f ~ ~ ' ! Lyndes Thomnas ~ 1
I \ ~ Pin. 0830 04 82 8669 E-82-8669 ~ ~ ~ ~ 1
• Tax Map: 640-01-020 _ ~ / Zonin Rr -01-020 / ~ l._ ~ 1 ~ Rr ~ 1
' ~ ~ ~ ~ g• Use: Residence Bence / 1~ 1` i J
srndon Ronald R / j-',/
083fl-04--72-7672 `
Map: 566-01--0028 ~ % Qak ~ Zondng: Rr ~ '10" Oak ~ ~ . \ ~ _ Q ,
Use: Residence ' Apprnximote
1,6" Oak ~ ~ ` \ . ~ / Existin ~ ~ ~ ~ ~ ' . ~ ~ g / \ , Location
Fence i 1,2~~ line ~ : - , , } i ~ Ex. MH
~r ~ \ ~ , , ' , z.~...~ ~,.s C J
~ , - 16 Oak! ~

~ ~ l ~ ~ . ~
~ Existing Internal , • . \ 50 `urea ~~Quffer r , ~ ~ , ~ Lot Lines ~ m ~ ~ ~ ~
~ 0 BE REMOVED / _ j i ~ ~ ; ' RECOMBINED , ~ ~
: , ! ~ ~ ~
k f ; , ! , : ,Maple ~ , ~
t ~ , , , ~ ~ , . , , r , ; , _ ~ , \ . , . ' ,
t, , . ,
~ , \ ~ - ' r:, ~ ~ \ . ~ ~ y ~ \ , .
"1-
' ~ ~ - - , , i .
, , i _ : . . .
„ , , v . , _ , , , . ! ~ _ Ex. MH A
` \ \ 18° weet Gum ` ~ _ ~ ;Rim 353.68 /
, ~ , ` ~ ~ Invert In 346.20 DIP ! Existing '
\ ; , 'BLDG :Invert In 343,83 6" PVC _ ti ,1 ~ ( ! ;Invert In 341.4~`~ 8" DIP- . / /
~ ! I Invert Out 31.44 8' DIP
I ' ~ v~~~ ~ , 1 \ ~ 18" Oak _
, I Existing 25' Public ~ ~
~ch Trutt®es ~ ~ ~ ~ ~ Sanitary Sewer Easement ~
~';[phone] ~ , , p~(~i~^ \ ~ % (DB 89 Page 1} r
r Rr ~ ~ , \ V v ~ ~ , . ~ „1 i ! ~ ~ '
Church \ . 1 • Exi Ling 8.. ~ / ~ , 1.
~VC SS ~ ~ y ~ i' 50' Stream... ~ ~ ~
Ex. SS M , ~ ~ ~ Buffer . ~ ~ ~
\,A , r-Exi-stirs 12° RCP - ~ ~ ~ ~ i i Y Rim 394.44 ~ 0~~,v ~ ~ ~ - ~ N/f ! . ~ Existing \
, , ~ C i \ lnv in-391.70 ~ ~ Peo le Chris lurch Inc. Invert In 5. ~ ~ , p \ fnv Out=391.14 ~ ~ ~ tian 10' No Build•~. ~ f BLDG ~ ! > ~ /
~ ~ Pin: 0830-04-82-6006 ~ Invert t 385. :~n~\ ~ E MOV D ~ ~ ~ - ~ / , \ ~ TO j / ~ Map: lax 566-01 003 Setback { \ \ \ ~
~ Utilit Pole ~ Zoning: Rr ~ . O ` Use: Residence J ~ ~
\ Existing 25' Public ~ ~ ` \ "u ~ ~ ~ Sanitary Sew®r Easement ` /
(DB 89, Page 1)
A , foximate Locat ~r~ ~ , Existing 8° 24"r 0ak~ ! P,p ~ ~ / ~ ~ ~ ; ~ a~ Exa tin 12" NJat~~n7s i" \ ; ~ Drivewa ~ , ~ 9 ~ I ! ~ ~ Existing 8" PVC V ~ '
~ ~ i ~ ~ . ~~a ~ R M V Oak ~ / _ _ ~ ! ~ , ~ \ Sanitary Sewer Main ~ \
~ ~ ~ i ~ Existrng E 0 .ED, _ _ ~ ~ fix. SS MH \ . Gu Wires (TYP - 1 i ~
~ Rim 391.44 \ ~ ,.>r: Weli' m ~ ' ~ ~ ~ ~ Ex. MH B t , ~ I.~.d
Invert In 383... ' , \ , , ! ~ ~ Rim 323,87' ~ '
' ,Invert Out - =2.95 ~ ~ ~ \ , : , / \ : x. C ~ ' ~ ~ ,Invert In 318.62' 8"~ DfP ~;E~{, `MH...A Q ! ~ \ Invert IN 318.61' 8''"::DIPS, ~x,~~ .C~ U
k r Fran.. in Dee in: 830--E4-72~-C2~14 A ,~Exi~tin 12" RCP ~ '~~1~0~. BE~~ REMOVE "f~ P 0 9 ~ ! invert Out 318.54' 8", DIP ~ r~~
fi 05-~0°i " , ~ Inv~n=388.71 \ :2 Psi lar ~ ~ Tax Map: X56 i ~ \ , \ p
Zon~g: Rr ~ i Inv Out=38$.26 A \ ~ I Use: sidsnt+ \ 0 R MOVED \ ~ ~
Ex. SS MH , ~ 1, ~ ! ~ ; .
~ Rim 388.60 A ~ ,r Ex. Fence I \ ' Invest In 381. ~ A' i ~ ~ ';'2. ~~f.
~ Existin 1 ~ Durham County Soil Invert Out 381. 9 . a ~ 1','\.,:; ~ / Ma Intermittent \ Existing 8" PVC ~ ~ ~ .ant y Sewer Main ar
t ~ light Polk 1 p : , \ ~ ~ ~ ~ ! Stream < 25 ao. r ' t
~ , ` v ' ~ Existing Structures ,,r Drainage, No Buffer n/f ,\y;:: - I T(~ pE REMOVEDI Required. ` ~ ~ ~ f i
Marie Swain & Douglas Clark Green ~ \ ~,~„y L ~ I r ! ` /
Pin: 08.30-04-72-8110 ~ ~ , i I ~
Tax Map: 566-05-004 ~ ~ `r 'Existing 12" R`CP ~ 1 ~ _ Zoning: ,Rr ~ j'~°'hx::;WM,, ~ Inv Ire-38 79 ~ 1 I
~ ~ e ~ ~e / Use: Residential ~ ~ ~ Inv Out X385.66 / i I \ ~ ` ` ' ` Exi mg 25' Pubic ~ \ ~ ~ `Sanit y Sewer Easement
\ , Rim 387.76 ~ ~ ,-1..; BE'RE i I \ ~ ~
` Invert in 37~, ~ ~ ! ~ ~
1 t 1 '",Invert Out 37.9. 3' ` ± 1~ \
~ ~t ~ R r ,
\ I i ~ 1~ ~ ~ ' 1'~ . 1'. ~ ~ . l~ ,
1 ~ , 26" P6apls , }v ~ / , I
t' i ~ ~
I ~ • ~ ~ / \
~.1 ~ r ~ Shy Jacques A Sr & Wife Sarah J ! r r ~ j / 1 f.
' Pin: 0830-04-82-2044 _ ---~"`~Y ' ' 't 1','':, Tax Ma :566-01-005A ~ ~ / I
in.anL Smi h \ 'ti`~.: ~ Zoning: Rr - L d t ~.Exe MH
~Ri~:: OT~30,-04 71-!~~`~hJ ~ 1? s~` Use: Residence ~ ! ~ n.., 's i,'",,," i 1 T,.~ M,~ : 5 ~6-05-~Q[?~ t ~Existin 10" RCP ~ ~ `'~"r ~ : ~ Ex. MH C 1
a, p 6 9 ~ ' Zoning: Rr i Inv In=382.56 / ! ' ~ ~ ;Rim 330.18 ! ; ~ ~ / • © I Invert In 320.30 8" DlP
Use; Residential ` Inv~ut~389,85 " +s„tEx. " ign ~ ! ! Invert Out 320.30 8" DtP
, ~ ~ C`` ! ~ _ \ I '
?'~aisti~ri3 1.0`~RCP , - - - - - - - Inv In~381,;, CAR4
_ _ _ - ~ Inv Out~3$`f: ~ ~ _ f~_ , n ~ ~ _ I oF~ssio ~~~V';
_ , ~ Nor--Vey E Smith Jr ~ ~ ~ - 1
Pin: 030-04--71--99011,-~_a i ~ ; t µ ~ _ s ~ ! ! / CITY OF DURHAM %~J ~f"~2 G' ° ~ PUBLIC WORKS DEPARTMENT t ~ ~
~ ~ .•Z~nin Rr / R _ - J g. ~ 4 - I APPROVED 9i~7••~~GINEF'¢`•
~ ..n~~12" RCP 1 Use: Residential 1 , ~ ~ i I '(n=-Debris Filled ` ' - • ENGINEERING DATE_ ~'%~,~D ~Q`\\`~~
~ Out=381.83 ~ enchmark i / STORMWATER DATE ~~~r~~,iiBiu~~~~``
~ , ~ fix. 55 MH t Ex. Fence TRANSPORTATION DATE
1'', Rirn 3821:5 ~ : ~ ~ : ~ _ ! ~ DATE ~ DATE
Ln uer--t .Gn 373.76 ' . " ; . , 1 !
_ invert Out 373,73 . " , < < ~ 1,`
GRAPHIC SCALE ~ ~ ~ ~ ~ ,
GENERAL NOTES
1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY MURPHY GEOMATICS, PIS. 50 ° 25 50 100 200 -DEVELOPMENT SERVICES
NC GRID - MAD 83 5007 Southpark Drive - Suite 200, Durham, NC 27713 ( IN FEET) ph: [phone] fax: [phone] email: [e-mail]
50
Drawn By: JSE
AUGUST l6, 2007 cool
0- W, ON Checked By: JBE

TAX MAP & PIN NUMBEI ~ NUMBERS: 566-01-002. (0830-04-82-3328), 566-01-002E (0830-04-82-1521), 56'6-01-002D (0830-04-82-0519 , 566-01-002C 0830-04- -
( 72 9604)
# REU+SIOf~S
I - SITE DATA TABLE 1. PER Cll'YOF DURHAM 1z-1s-o~
PROJECT: 2. PER CITY OF DURHAM 2-07-08
1 ~ ^
I FOXWOOD MANOR 3. PER CITY OF DURHAM 3.24-08
SITE INFORMATION: JURISDICTION; CITY OF DURHAM ADDED TAX MAP AND PlN INFO 1 1 4' Q4.09.OS
ACCESS TO ~ OPEN SPACE EXISTING ZONING: PDR 3.69 • EXISTING USE: VACANT
1 ~ ~ PROPOSED USE: RESIDENTIAL
N/f ~ / Poe Christine B DURHAM CO. PIN 0830-04-82-3328 ' 083Q-04-82-1521
/ - ~ / ~ R37.,' ~ Pin: 0830- 4-83 1178 1 0830-44-82-051.9
6,155 S.F. BOL R46' ~ Tax Map. 566- 1 I 1 0830-04-72-9604 TOTAL TRACT AREAGE = 9.91 AC
<< f ROW ~ ~ J ~ Zoning: Rr \ II ~s ~ ~ Use: Vacant ' PROJECT IS WITHIN THE CAPE FF_AR RIVER BASIN
J ~ ` t 1 • LOT INFORMATION: PROPOSED # LOTS = 34
r 1 ~ - t Existin Field-Surve ed + 9 Y MINIMUM LOT SIZE = 6,050 SF
/ Top of Bank Location 1 1 Y MAXIMUM LOT SIZE = 8.,250 SF
R34. f ~ ~ ~ BOC , AVERAGE LOT SIZE = 6,fi02 SF MAXIMUM BUILDING HEIGHT = 35'
/ 6,234 S.F. 1 '~j ;a 3 .5' ~ ~ 54` Stream • / 'r a• in Yb' No Build Buffer '
;H C ~ Iro1a~ /6169 S.F. 5etback SETBACKS: PDR 3.69 ZONING: FRONT; 20'
r~,t rn ~ ~ N I ~ N SIDE; 5' (TOTAL SIDE OF iQ')
~ \ y ~ ~ . "v , f v , v I ~ v fl ~ Lyndes Thomnas SIDE ABUTTING NON-PDR; 12'
t V ~ r . ' Pin: 0830-04-82--8669 REAR: 15'
, _ i ti l 1 , Tax Mr~p: 640-01-020 REAR ABUTTING NON-PDT: 25' Zoning; Rr SIDE CORNER: 10'
I - 6,100 S.F. ;d t ; ~ -7 I Use: Residence INTERIOR LOT MINIMUM BUILDING SEPARATION: 15'
Herndon R«~ra1d R / ! 6,050 S.F. ~ ~ ~ 7 1 ~ Pin: 08~,0~-0 ~-7~-7672 ~ ~ ,
~~4.~ l t' ~ , ~ 7 768 S.F. ~ Tax Map: u1-OQ2B ~ \ _ _ J ~ ' ~ IMPERVIOUS: TOTAL IMPERVIOUS = 3.07 AC
m ~ ~ STREETS = 1.01 AC
Use: ',;evidence ; I I ~ f SIDEWALKS = 0,19 AC / ` LOTS = 1.87 AC
~ i I 3 i' / ~ NOTE: LOT IMPERVIOUS BASED ON ASSUMED 2,400 SF /LOT AND
~ 7.080 S,F. IS SUBJECT TO CHANGE. SITE IS NOT LOCATED INSIDE ANY
~ 6 113 S.F. 30" ROLLED j 7,516 S.F. R4 ' ~ ' , 5 ~ ~ I C&G (TYP) ROW WATERSHED DISTRICT, THEREFORE IMPERVIOUS RESTRICTIONS DO NOT APPLY
/ J ; ~ I ~ ~ ~
J - I ~
j ` 37.5 50 ~tream Buffer ~ ...I CL . \
1 \ ! 1' t BOC ~
~ \ ~ ~ 1 7161 S. F. ~ 1 ~ / 10' No-Build \
~ I 10 \ ~ 1 ~ / / 1 setback COMMITTED ELEMENTS Q„
\ 7,124 S.F./ / 7,932 S.F. 7166 .F I ~ s. ~ \ eoc ~
4' ~i ~ l \ i I ~ \ / - 1. COMMIT TO PDR OF 3.69 (MAXIMUM OF 35 UNITS).
~ -v_ ; 6,076 S,F, i \ 2. INSTALL TOT LOT WITH BENCHES AND A MULTIPURPOSE FACILITY BEFORE
j`' ~ ~ ISSUING FIRST CO.
\ ~ \ ` ~ ~ / \ \ s / ~ 3. ACCESS TO OPEN SPACE AREAS PROVIDED BETWEEN EDDY TRAIL AND
\ 5 CONCRETE p. / 6,739, S.F. ~ t ~ SIDEWALK (TYP) ' 4 A / ~ / 1 ~ \ ~ MINT HILL COURT WILL BE A MINIMUM OF 20' IN WIDTH.
/ 6,729 S.F. I A ~ 1 I 7 775 S.F. ~ r' ~ ~ /
'u . ~ / U` \ / ~ , S~ / O ~ I I S ~ 6 260 S,F. o 6,332 S.F I , ~ 4. 10' RIGHT-OF-WAY DEDICATION REQUIRED ALONG ELLIS ROAD FOR ENTIRE SITE FRONTAGE.
\ / ~ 6,637 S.F.
' 10' ROW / / ~ F 5. CONSTRUCT LEFT TURN LANE ON ELLIS ROAD AT CARYWOOD DRIVE,
\ \ DEDICATION% ~
6,199 S.F. 40 - ~ / % ~ R ' \ f ~ \ R
~ ~ 7 7 .F~ \ / ~ eoc ~ ,3 2 5 / ~ ~ / ~ / / 7,566 S.F. TYP /
n/t ~ ~ / / ~ \ ~ , ~ . TEMPORARY ~ \ ~ 'h r~h 1ru7{ee> ~ ,6' ~ it ._~a_.- spel { u a ~ , p~ ~ / V ~ - GRAVEL ~PORARY
ai^~I~~-n4-~r~-s~~3 ~ ~ \ , / ~ v ~ 30 r,r ~ \ / ~ TURNAROUND aVEL GENERAL NOTES 2NAROUND
/ \ ~8,-~ x :4ka~. .a:Gt~ ~,a uJu \ ~ \ C-2 / ~b Zornr~~q: Rr \ ~ . ,.(i~ ~ 30" ~ ' C-j 0 1829„ 1, THE 50 FOOT TRANSITIONAL USE AREA (TUA) AROUND THE PERIMETER OF THE SITE WILL CONTAIN
~ ~ 8, 2 S. F. OILED , / W u:e: Churah ~ 6,872 S.F. / ~ 3 25 RESfDENTIAL LOTS,
\ ; \ &G TYP ` ~ ~ 1.96' ~ 2. PROJECT TO BE PHASED, PHASE LINES MAY BE ADJUSTED AT CONSTRUCTION DRANR:NG, 3. PDR 3.69 SETBACKS:
/ ~ \ v / ~ \ \ ~ / / FRONT-20', SIDE-S', TOTAL SIDE-10', REAR-15', SIDE CORNER-10'
f 7,594 S,F. 50,..~'? ~ ~ / \ ~ - , ~ / , REAR ABUTTING NON-PDR-25'
\ 25'x25' SIGHT ~W ' / \ ~ ~ ~ - ~ N \ \ TRIANGLES ,r ~ Peo le Chri ' N/f SIDE ABUTTING NON-PDR-12' MINIMUM BUILDING SEPARATION - 15' FOR INTERIOR LOTS People Christian Church Inc. ~ 4• SIDEWALKS WILL BE INSTALLED AS REQUIRED BY THE SUBDIVISION AND ZONING ORDINANCES.
~ - ,l~'T / FRIABLE WIDTH p sti \ 6.890 S.F. / ~ STORM DRAINAGE ~ O Pin: 0830- Pin: 0830-04-82--6006 5. EXISTING STRUCTURES TO BE REMOVED UNLESS NOTED TO REMAIN ON THE EXISTING CONDITIONS 1
\ / ~ ~ ~ \ \ ~ ' ~ ~ , / ~ / / EASEMENT Tax Map: . i \ Tax Map: 566-01_003 ~ S sLANTHE SITE IS TO BE SERVED BY CITY WATER AND SEWER.
\ ~ \ / / ` ~ ~ Zonin \ ~ \ / / r ~ ~I ~ Use: 1; Zoning: Rr 7. ANY OFF SI'~,1'E WATER AND SEWER IMPROVEMENTS REQUIRED TO SERVE THIS DEVELOPMENT WILL Use: Residence BE COORDINATED WITH DURHAM ENGINEERING. A UTILITY EXTENSION AGREEMENT IS NEEDED
~ ~ ~ s 8,119 S.F. ~ ~ v' .r / ' ~e \ ~ ~ 2 ~ BETWEEN THE DEVELOPER AND THE CITY BEFORE CONSTRUCTION DRAWINGS ARE SUBMITTED.
~Q eo ,,.w. ~ ~ , \ ` \ \ ~ ~ ~ o, C MP p / ~ ~ r , ~ ~ ~ 8. DUE TO RELATIVELY NARROW LOT V~OTHS AND THE NATURE OF THE BUILDING PRODUCT, SOME
c \ ~1 ~ ~ / ~ i \ \ \ 6,842 S.F. > ~ l~ , Q~0 \ \ ~ PARTS OF THE SITE MAY BE MASS GRADED. MASS GRADING BUFFERS NHLL BE PROVIDED AS REQUIRED BY ORDINANCE,
\ ~ ~ \ X ~ p ~ 7,476 S.F. 1 ~ ~ 9. ALL STREETS SHOWN ARE TO BE DEDICATED AS PUBLIC, UNLESS NOTED AS PRIVATE ACCESS
2 / f i ~8 \ 1 . EASEMENTS. r 10. ALL OPEN SPACE AND HOMEOWNER'S ASSOCIATION COMMON AREA WILL BE MANAGED BY THE ~ z
_ SEE SHEET C16~ ~ \ , ` \ TRIANGL (TYP~'~ k5 / / \ ~ 1 / F R DETAI \ ~ / 0 LS ~ \ ~ / ~ HOMEOWNER'S ASSOCATION. Q
r~'\ , , ` 7,552 S.F. ELLIS ROAD \ .F "~Y / ~ ~ ~ ~ 20' DRAINAG ~ ' ' ~ 11, BUILDING SETBACKS ARE: AS SHOWN IN TYPICAL LOT LAYOUTS UNLESS NOTED OTHERWISE, IAINAGE 12. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. ~ C
WIpEN+NG OR ~ \ -y EASEMENT Hoaker Franl~lin Oe~v€;y ~ ~ R~, \ / ~ ENT ~ 13, STREET TREES SHALL BE PLANTED ON ALL STREET FRONTAGES AT 30' ON CENTER IN ACCORDANCE ~ C
is Ou30-04- -E%0 LEFT RN LANE \ \ ~ P n 72 4 \ i Ttax IJ~-~: 5n6-05-OG5 ~ ~ / I i WITH ZONING REQUIREMENTS. STREET TREES CAN BE GROUPED TOGETHER AS LONG AS THERE IS NO Q
•;:i'~ / 7,601 S.F, Icnin Rr V ~ ~ \ I S ti \ ~ a. ; , / / / ~ SPACING GREATER THAN 100'. STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH SECTION 10.5,
Use; Residentidi NOTE: ROAD ~ ~ ;~.1~•' / ~ WIDENING TO 8E \ ~ , STREET TREE STANDARDS, AND SHALL BE AT LEAST TWO AN0 ONE HALF INCH (2 1/2) CALIPER. ~ EXISTING TREES WILL BE UTILIZED TO MEET REQUIREMENTS. ~
~ COMPLETED ~ ~'7 ~ ~ / ~ B- ~ 7,650 S.F. ~ i,,-' ~ 14, DRIVEWAYS SHALL BE CONFIGURED THAT 20' DEPTH MINIMUM WILL BE PROVIDED SO THAT N0
DURING PMASE I ~ TOT ~ / ~'f VEHICLE WILL OVERHANG INTO THE PUBLIC RIGHT-OF-WAY.
' LOT ~ ~ / ~ / 15. CENTERLINE OF 30' WNDE CITY OF DURHAM SANITARY SEWER EASEMENT, SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL,
/ \ \ / / EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO
~ R30 7,700 S.F. I n/f 1 ~ / ~ e0C THOSE TERMS. ~ 16. CENTERLINE OF VARIABLE WIDTH PUBLIC STORM WATER DRAINAGE EASEMENT, OWNERSHIP OF, AND
Marie Swa6n Dou las Glark Green HC RAMP ~ 9 ' ` ( ) ~ Pin: 0°50--04-72-8110 TYP. ~ ~ TYP l RESPONSl81LITY FOR IMPROVEMENT AND MAIN-TENANCE OF STORM WATER FACILITIES IN THIS EASEMENT
- _ ~ ) ~ ~ Tax D;1a : 05 Do4 ` ° ~ ~ / ~ 1,, REMAINS WITH THE GRANTOR. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS
Zoning: Rr ~ `3~ ` ~ / Use: Residential ~ 1 4,1'~=="~ i• 10'x70' SITE ~ / STATED IN "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAMIN STORM
s, ~ ~ ~ ~ TRIANGLE TYP ..........._..w WATER MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH
~ { l;, :ti , a. DOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT ANO REVISED DECLARATION DO NOT CREATE THE ~ OBLIGATION TO PROVLDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS OR
i ~ n ` C`~, OBSTRUCTLONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
5, i 17, DRAINAGE EASEMENTS SHOWN ARE TYPICAL. FINAL LOCATIONS SHALL BE PROVIDED AND APPROVED WITH FINAL GRADING. PLANS,
r'~ ~ 1 t ~!;t ~ 10' ROW 18, R00T ZONE PROTECTION AREAS SHALL BE ESTABLISHED AROUND ALL TREES TO BE PRESERVED,
NOTE: ELLIS ROAD IS APPROXIMATELY 1472' FROM ~ °~r DEDICATION ~ / RIDDLE RD SR 1171 CROSS STREET ~ ~ ~ ROOT ZONE PROTECTION AREAS ARE THE GREATER OF A 6 FOOT RADIUS AROUND THE TREE OR 1 FOOT
i 1 •,V Y '1 , , ~ FOR EVERY INCH OF TREE DIAMETER MEASURED AT A POINT 4 1/2 FEET ABOVE THE GROUND. ~ 19. STREAM BUFFERS- 50 FOOT WIDE UNDISTURBED DURHAM STREAM BUFFER, MEASURED FROM TOP OF
t ~ A~ ~ / BANK EACH SIDE QF STREAM. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND
' .4 ~'~lVi , ' ~(11, n/f ORDINARY MAINTAINANCE OF EXISTING VEGETATION PERMITTED, NO STRUCTURES REQUIRING GRADING ~ MAY BE BUILT WITHIN 10 FORT STREAM BUFFER SETBACK.
q.,}~; Shy Jacques A Sr & Wife Sarah J / ~ " ' ' Pin: 0830-04-82-2044 ~ ~ ~ ~1 ~ ~ 20. PRIOR TO FIRST CERTIFICATE OF OCCUPANCY PER PHASE, ALL OPEN SPACE AND COMMON AREAS
- n/f '14;x, ~ Tax Map: 566-01-005A ~ / ARE TO BE DEDICATED TO THE HOMEOWNERS ASSOCIATION. '
LinJa L Smith C~~1 ~ Zoning: Rr Pin: 0~33d--04-71-$958 'r Use: Residence
Tax b4a~: 566-05-043 1 ~ ~ plaadi I Il rr
Zoning: Rr ~:'t`'; 1, Use: Residentiol `j; 1 /
~ ~ t ~ /
~Q~° ~ GRAPHIC SCALE
=
50 0 25 50 100 ~ ~ - aao F,31~ . ,9.
I~ CE TERLINE CURVE DATA GINE~.
CURVE DELTA RADIUS ARC TAN CHORD BRG CHORD iRD '~,~ipo0 ...co~
C- 1 58'05'39" 181.00 183.52 100.52 516'14'07"E 175.76 i.76 (IN FEET) 'rruiiDi~a~~~`
C- 2 18'25'07" 400.00 128.59 64.85 N36'04'23"W 128.03 50 3.03 NC GRID - NAD 83
C- 3 36'33'20" 181.00 115.48 59.78 S81'24'51 "W 113.53 3.53
CITY OF DURHAM ~ ~ ~ ~ I
PUBLIC WORKS DEPARTMENT
np~anv~n l ~
ENGINEERING DATE -DEVELOPMENT SERVICES
STORMWATER DATE TRANSPORTATION DATE
DATE 5007 Southpark Drive - Suite 200, Durham, NC 27713
DATE ph: (919 341-6714 fax: [phone] email: info (i)edenslaud.com
Drawn By: JSE
AUGUST 16, 2007 Cloo
Checked By: JBE

TAX MAP & PIN NUMBERS JUMBERS: 566-01-002 (0830-04-82-3328), 566-01-002E (0830-04-82-1521), 566-01-002D (0830-04-82-0519), 566-01-002C (0830-04-72-9604)
1 ,\V',, / # REVISIONS

~ ~ f 1. PER CITY OF DURHAM 2-07-08
N /f 2. PER CITY OF DURHAM 3-24-08
~ Poe Christine B ~ Pin: 0$30- 4-83-1178 ~ / f _
1` =0 1 1 1 ~ ~ I MH Tax Map: 566 1~~C10 ' ADDED TAX MAP AND PIN INFO . ` ~ 11 11 3. 04,09-08
~ Zonings f~.r 14 ~ ~ ~ J ~ ~ Use: Vacant / \ ~ ADDED IMPACT AREA OVERLAY
1' j ~ BO ~ --r''~. , ~ \ 4' 06-25-08
. ~ , ~ ~ , , O 1 1
3 Existing Field-Surveyed 1 1 Top of Bank Location 1 ~ \
1 1 ~ ~ , ~ \ \ \ 1 ~1 ~1
3 ~ % ~ 50' Stream
~ ~ 1'0' No Build Buffer - o \
~ ~ Setback \ ~ / ~ ~
~ 8" DIP N/f ~ ~ ~ ~ _ ' ~ ~ ~ Lyndes Thomnas as r ~ 1 f I \ \
i ~ ~ ~ i ~ ~ Pin: 0830-04-82-8669 '-8669 _ I I \
10 MINA ~ ~ / ~ + Tax Ma :640-01-020 ~ ` ~ p ~ ~ ~ I I Zonin Rr SEPARATION 3 ~ 9~ -020 ~ ' , \ \ I
- ~ ~ ~ ' ~ ! ~ Use: Residence j ;e / \I
II 3 4 CU ~ ( i3 / ~ I ; I
TER SERVICE ' d R / ~ ~8" WM ~ ~ I ~-7672 ~ ~ ' I
\ ~ ~ \ -0028 . _ ~ / ~ \
3 ~ \ \ _ - ~ i ~ j 1 1. Approximate ~ Location
ce ~ ~ ~ l t, ~ ~ ~ ~ Ex. MH 11/
' v ~ , 3 ~ 10 . I
i N ~ I MHO;' ~ , 0 S~~ / l
_ , ~ 13 3 / ' /
~ ;L ~ ~8. ~ I
I _ - % ERAS RVICE / ~1 0
~ ~ ' ~ ~ ~ 50 stream Buffer J A D CLEANOUT ~ MH ~ • , \ , J J
\ / ` p 6" DI PUBLIC WL ~ 1 1 ~ ) ~ 8 t 1
~ ~ 4" PVC ~ ~10' No-build ~ ~ Setback ~ Q ~
1 ; ~ ~ SS SERVIC l ~ ~ A ~ ~ 8" PVC PL 8" PVC PUBLIC \ .
I ~ ~ SANITARY f / ~ ~ ~ ~ 3 ~ ~ / ~ _ 1~' SEWER LINI SANITARY ' SEWER LINE ~ W
~ ~ ~ / ~ ~,~-.w _W.,~ / x ~ t
1 C~ ~ ~ ~ ~ , CO ~ MH 6 ~ ~ , ~ / ~ ~ \ / 15' PRIVATE SS i 1 ~ / s ;
~ ~ ~ / ~ ~ ~ ENT ~ ~~0' \ ~ r r_ \ 1 - O
~ ~ / 9.48' r lti ~ M~ 5 ~ ~
/ _ Mf I ~ ~ / I
~ ~ 1 / ~ ~ ~ 164 ,S 164 / ~ Ex.MHA j •D~ I ' ~ ;Rim 353.6$ ~
/ / / / „ ~ I I IN~3 I Invert In 346,20 DIP
~ ~ / ~ / 4 PVC / / ~ ~ ~ / ~ ~ / ~ ~ SEWEf~SERVICE i ~I I bs % ~ ! I ~ Invert In 343.83'6" PVC I"~888~~
~ ~ / / ~ / D CLEANOUT \ ~ / 6 DIP I ' ~
~ - p) ~ ~ H GV - . ~ ~ / ~ I ' ;Invert Out 31.4.44 8 DIP . _ ~ I I M H 4~ _ L......._ v i
/ / ~ PROPOSED 30' SANITARY NITARY ( ~ ~ ~ ~ I t r
~ ~ \ ~ / ® / ~ SEWER EASEMENT ~ ~ , I ~ 1' I I _
/ - / \ \ \ ~ \ \ , , ~ v I I - ~ ,
A / ~ ~ M~..- I / I I ~"PJ i' E klMq 25' Pubik
~ ~ ~ ~ 5.0' / I jj Sanitary Sawar Eaeanant / I 1 j (OB 89, Pogo 1) / y~~ '
~ ~ / \ Ir ~ i J f r I
g" ~ ~ ~ ~ / ~ MH 5L ~ ~ ~ / / ~ \ ,u,~•. PLUG & BLOCK SS / \ / ~ B~ 50' Stream- ~ ~t ~ ~ ~ Buffer ~ I IMPACT 'A' ' I ~
\ ~ ~ TYP. L ` ~ / i / ~ ) ~ ~ ~ ' , , ~ 1
,i' ~ ~ ~
Rim 394.44 ~ ;T\ - \ N/f Peo le Christian Church Inc. f i' ~ ~ \ ~ / / 'P~RIABLE WIDTH ' p 10' / ~ Invert In 5. ~ ~ ~ / ~ STORM DRAINAGE ~ ~ Pin: 0830-04-82-6006 ~ j 1 10' No Build ~ f
Invert t 385, 6 , ~ ~ ~ / ? ; 8" DIP-PUBLIC W ~ ` ' Tax Ma 566-01-003 e EASEMENT ~ ~ P~ Setbock ~ ~ ~ i ~ 1
~ \ ~ , / / 8" X~' Zoning: Rr ~ % Existing 25~ Public ~
i \ ~ ~ ` / 8"~P ~ 1 ` ' Use: Residence ~ ~ " & GV ~ 6' SS SERVICE 1 ' ~ Z Sanitary Sewer Easement
~ I ~ F. / i ~ ~ ~ ; ` ~ ~ FOR LOT 6 ONLY \ ' ' / ~ --'6 ~ ~ ~ ~ ~ lP (P G~
roximate Location \ ~ ~ ' A ~ ~ ~ / ~ v~ ~ P i / / ~ ~ ~ ~ 1 / ~ ~ Existing 8" PVC Q / ~ ~ o Sanitary Sewer Main
of Existing 12" Wot~rline \ i ~ ~ ~ ' ~ 0 ~ ~ t ~ ~ ~ ~ t,
~ / i GV ~ V ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ ; ~
~ { Ex. SS MH \ ~ ~ ~ / ~ V~ 1/ Rim 391,44 ~ ~ 8" IP PUBLIC WL i I ~ , ` ~ Ex. MH B / i' ~ Rim 323.87' ~
~ ~ 8" X 8" WATER SERVI / Invert In 383. ~ ' - ---~nver~~3'f8~62'-8"~(Ex-1~FTRr"_~
~ ~ ;;,i s,•~ ~ TEE WITH 5/8" W \ ~ 20' DRAINAGE n/f ~ Invert Out 2.9 ` ~ ~ H 1 / TYp ~ EASEMENT LL ~ ~ Invert IN 318.61' 8" QIP ~Ex.i MH C) I
i C ~ ) ~ ~ • • / ~r Franklin Dey~ey ; \ ~ ~ / ~ I ~ Invert Out 318.54' 8" DIP ~ ~ I I ~ I
830-04-72x$204 ~ op: 566-05 `005 i ~ " ~ ENaMnq 25' Putdlc / ` Sanitary Awer Eownent j •
\ \ / Zoning: Rr ~ ~ ~ V , , / / \ r~ / S \ \ V } i ,~'L., 8B. Pape i) \ I Q
Residential MH `a ~ ~ / ~ ~ ~ ~ Ex, SS ~ \ / I ± I ? I U
Rim 388.60 \ \ ~ ~ / / ~ i i 1 11 1 ' I I r ~ ~ ~ Existing 8" PVC
Invert In 381,3 ~ \ ' TOT / LOT ? ~L Sanitary Sewer Moin ~ 0
Invert Out 381. ~ 12" 8" ~TS~~ ~ ~ \ \ ~
~ & 2 ~ / ~ ~ / / ~ I MH 3 ~ I ~ Q t N
\ / n/f 1 ~ ~ • / I sss\~~~ ,1 \ I ~ ~ 8,9,33 ~ f ~ . \ ~ LL
Marie Swain & Douglas C{ark Green Pin: 0830-04-72-8110
l ~ 1~`, \ / Tax Map. 566-05-004 \ / I Exi ing 25' Public 0
Zoning. Rr~ ~ ~ WM ~ Use: Residential \ s , / j N7~~ I ~Sanit y\Se~ver Easement 'r""". ~ AI„ I ti \ ry ~ ~R'5 ~ I `w wv. ~ ~O 4~, ~ ~ ~ ~ 0
I IMPACTS 'e' 8 'C ~ ~~u .
Rim 387,76 t ` 1 ~ ~ ~ ,Invert In 379. ` ' 1', " L _ _ _ _ _ _ - _ _ _ _ _ ~ _ ~W - _ - - I
` ~~•Invert Out 379.3 ~ \ \ ~ ~ MOG~~~tJ~SE... ~ ~ Rim 32 '
~ i 1 i ~ ~ / Invert I O
\ ~ 1t ~ ~ ~ ~ ~ ~ Invert
~ ~ ~ ~ ,
i ~ \
"1 ~ Sh Jaa ues A Sr & Wife Sarah J I ' j / ~
- , ` Y q - Pin; 0830-04-82-2044 1 .
n f ` 1 Tax Map: 566-01-005A ~ ~ / ~ _ ~ CO ~ Zanin Rr ' J Linda L Smith,; g' Ex.MHC
; , ~ Use: Residence ; • Fin'.. 0830-04-71=•,8958 ~ , -390 ~ , -Rim 330.18 ~ ~
~ Taz Ma :566-05-10.03 ~ ~ ~ p , / Zoning: Rr 1 1 ~ ; ~ ~ ;Invert In 320.30 8" DIP ;
/ Use; Residential t. - I ~ . ~ ~ ' 0 Invert Out 320.30 8" DIP ~ ~ ~
1 / / i '
\ / 1 ,
- - - - - - - - _ .............__._.r.. M GENERAL UTILITY NOTES
\ H,ar-Vey E Smith Jr ~ ~ - ' _ ~ 1. ALL CONSTRUCTION TO CONFORM TO CI OF DURHAM STANDARDS AND SPEC FICATIONS. ~FICATIONS. ~
Pin: 0830-04-71-9901 _ ~
1 i It ~ 1 2. CENTERLINE OF 30' WIDE CITY OF DURI~AM SANITARY SEWER EASEMENT. S EJECT TO ..Zoning: Rr ~ JECT TO ```~~~~uniuip~~~'
Use: Residential ` ' 1 - ~ TERMS STATED IN THE DECLARATION IW REAL ESTATE BOOK 1510, PAGE 9 8. NO ~ i STRUCTURED, FILL, EMBANKMENTS, T EES OR OBSTRUCTIONS PERMITTED (THIN THE IN THE ~ ESSI ~ ~~•~~F
1~ ~ ~ ~ ` EASEMENT EXCEPT ACCORDING TO TH SE TERMS, ' .Q
3. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM
ENGINEERING DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS I = ~35 DRAWINGS CITY OF DURHAM ~Z~~,B
PRIOR TO SUBMITTING THEM TO THE STATE FOR APPROVAL. PUBLIC WORKS DEPARTMENT ' 9~'~GIN`V~~~~~`~
4. ALL NEW SANITARY SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. APPROVED '~~~/~OD .B. C.~C```~```
ENGINEERING DATE_ ~~~~N~i~~~j~Ci.~~~~``
5. ALL WATER SERVICE LINES ARE 3/4" CU COPPER PIPE. STORMWATER DATE TRANSPORTATION DATE
6. MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0.50%. DATE
DATE DTED.
7. ALL SANITARY SEWER SERVICE LINES ARE 4" PVC PIPE UNLESS OTHERWISE NOTED. NC GRID - NAD 83
8. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM 1UM N
VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED NGED EDENS LAN D CaR
SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE POSSIBLE GRAPHIC SCALE
• FROM THE WATER MAIN JOINTS.
9. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS ;ATION AS 50 ° 25 50 200 DEVELOPMENT SERVICES
STIPULATED ABOVE, ONE OF HTE FOLLOWING METHODS MUST BE SPECIFIED. 1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND JS PIPE AND
SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO PRIOR TO 5007 Southpark Drive - Suite 200, Durham, NC 27713 ( W FEET) ph: (919 341-6714 fax: [phone] email: [e-mail]
BACKFILLING, OR 2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A )INA 50
WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE THE
CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER EN WATER Drawn By: JSE DECEMBER 16, 2007 C120
MAIN CONSTRUCTION. Checked By: JBE

i Hx ivlHr ~ rnv ivuivi~tn~ IUIVItitnS: bbb-U I-UUL (UtS~U-U4-tSL-~~L2S), bbb-U I-VULt (UtS~U-U4-tSL- IbL I), bbb-U I-UULU (UtS~U-U4-tSL-U51y), bbb-U I-UULL (UtS~U-U4-/L-ybU4)
\ \ ~ ' l # REVISIONS
Approximat
0. k". y ~ ~ ~ to ~ , / A ~ A i Location 1. PER CITY OF DURHAM I2-16.07 Ex. MH
~'irte ~ `V ` ~ ~ i 2. PER CITY OF DURHAM 2-07-08

~ ~ ~ a , tot ~ \ .16 l~ ll 3. PER CITY OF DURHAM 3-24-08
- ~ ~ ~ I • ~ , ' . 4 ADDED TAX MAP AND PIN INFO
, ~s , ~ > tia ~ ~ ~ ~ V / ~ 04-09-08
. \ 0 co. _ ~ / ~ 5 ADDED IMPACT AREA OVERLAY
i _ 'A 'w 5{~. tret~ ~ of er ` w _ a ~ M H ~ ~ _ 06-25-08
PUBLIC ~lL~" 0 ~ ~ ~
_ , ~ , ' i i
. . _ 4 PVC_ -1~0 No ~Buid. _ _ ; ,00 ~ r l \ SS SERVICE . ~ - ~ ' Setback
\e~ ~ - ~ ti ~ x "A,\ , 8 ,PVC PUBLIC ' - ~ GENERAL UTILITY NOTES
gib.; \ , ~ ~ SANITARY ~ 1. ALL CONSTRUCTION TO CONFORM TO CITY OF DURHAM STANDARDS AND SPECIFICATIONS,
/ ~ - A yam, 1~.. , .C~".~-_ SEWER ~IN~ ~ ~ ~ 2. CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO
~ ~r~. ~ ~ ~y A ~ TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO
/ ~ ~ 15 PRIVATE SS CO AF MH 6 ~ \ ,C ~ ~ v ~ ~ ~ ti ~ , - , , / _ .ra \ STRUCTURED, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. J
/ ~ - ~ 8 ~ ~ 5 ~ A \ , ~ E S ENT ~ 2 lM. ~ \ .
/ ~ i ~ 46,, , r 3. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM ENGINEERING DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS
! , ` / i~ ~ . . , , ~ M H`~,5 ' PRIOR TO SUBMITTING THEM TO THE STATE FOR APPROVAL,
~ . / . _
, , ~ , / , , ~ _ " - EX. M N A ,E 4. ALL NEW SANITARY SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. ~ I I ' L.L.I
_ _ - - o I I ~ Rlm 353.6 5. ALL WATER SERVICE LINES ARE 3/4" CU COPPER PIPE. J
/ / I I ~ I 4 PVC ~ ~ , N \ ~ - ~ ~ 1 I ;Invert In 346.20 " D1P ~ ~ _ (r.. -J Existing Invert In 343.8~~ C~ R1/~ 6. MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0,50,
SEWC~SERVICE~ ~ S ~ { , , ~ BLDG O
D CLEANOUT - ~ ~ x'81 ? ~ - ~ Invert ~n 341.46 H ~~P- . 7. ALL SANITARY SEWER SERVICE LINES ARE 4" PVC PIPE UNLESS OTHERWISE NOTED.
P) ~ ~ ~ ~ r.` ~ _ _ / Invert OUt 3 1.44 DIP 8, SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM O
~ ~~MH~ 4 .v'' I / / \ ~ % PROPOSED 30 SANITARY , _ ; , ` VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN Q/ i ~ AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED
'v ~ ~ ~ ~ I~ / / ~ SEWER EASEMENT ~ , ~ SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE n
1 I=: . ~ ~ q ! ~ I i,-R. FROM THE WATER MAIN JOINTS. L.L.
. - l . l i 3 ,k ~ I ~ I 9. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS Q
/ ~ i . ~ ti ~ _ r , / , , .\T u 7 ; I t' ~ l STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
h~ i ! r ~ r' ~ Ex(gt(ng 25~ P _ , _ _ / 1 BO rll ~ ~ I I~ ; (08189, Page Ex(i;t(ng 25' P blic ~ ~ ` q 1, ` 1, THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND sanitary sewed Easement % ~ - SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO (os`es Page hl ! BACKFILLING, OR rn
MH i _ / ' I I ~ J ~ 2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A / Q ' ' i ~ ! i I ~ ; ~ : WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10 FEET ON 80TH SIDES OF THE
~ .PLUG & BLOCK 50' Stream- / ~ ~ Buffer \ IMPACT •A• . / ~ ; CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN, THE CARRIER PIPE
~ ~ ~ 20 ~ ' ° SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER ~ ~ MAIN CONSTRUCTION.
N~f y / ~ / EXlsting ~
~ ~ i ~ ~~RIABLEhNID~H / Peo le Christian Church Inc, ! { ~ ~ BLDG ~ ~ i \ ~ ~T
y < r ~ ~ ~ ~ ; , P 10 N o Build,... ' A, ~ - ,STORfv1 {SRQINAGE ~ Pin: 0830-04-82-6006 ~ ~ ~ ~ J
8 DIP ~CJBLIC W -rn ~ ~ ~ ~ x M _ _ Setback ~ ~ / o., , ~EA~EM~NT~ ~ ~ Ta ap: 566 01 003 ,
~ , Zoni g. Rr y r~ ~ ~ ~ , Use: Residence i ~ Existing 25' Public ~ F'i
~ ~ ' \ Sanitary Sewer Easement ~ ~ ~ ~
~ 6 iS~ S~RVICE ~ ~ x r,, ~ ~ ` ~ ~ ~ ~ ~ G.~,. ~ W , (DB 89, Page 1} ~
T ~ ' Fq~R LOT 6 ONLY ~ ~ ; ~ d, ~ , ~r ~ , / i ~ ~ ~ , .P (P ~ A\ ~ , ~ , a' Existing 8" PVC \ ~
~ r ~ ; ~ ~ i~ J ZP , ,~n n Sanitary Sewer Main ~ '
r 1 ~ ~ ~ , ~ s ~ ~n~ ~ ~ ~
V/ ~ ~ ~ ~ - ~ ~ . ~ ~ ~ ,~~t;',
~ ~ ~ ~ ~ ~ o ~ '~~i 4 CU/~ / ~ k ~ ; ~ ~ ` ~ Ex. M H B ,I ~ ~ ~
- v u, \ ~ VI / i ~ ~ ' W~'fER SER ' Rim 323.87' w~
WITH 5 8 W E;' ~ \ 20 DRAINAGE " ',Invert In 318.62' 8°'-~D~IR IE>f '~1PI~A)
/ ; / ~ ~ t ~ TYP ~ EASEMENT C r ~ ) ~ ~ ~ Invert I N 318.61' 8'~-„D~i ~ ~ '~~1~H _C) ~
\ V' r i REMO ED ~ ~l~nvert Out 318.54' 8.'..'., piP,~ .,,~W ~ -
/ ~ , r i ~
. \ SANITARY SEWER OUTFACE -PLAN' VIEW r ' , ' SCALE: H 1 40' ~ ~ I I . Existing 25 Public ? ~1 Sanitmy Sewer Easement , I` \ ~ -^'(DB 89. Page i)
i ~ ~ /
\ ! ~ I I \ I I ~ , ~ ; i.
~ \ i I t~; I ;
ou to \ , \ ~ O ~ uj ~ ' \ ~ NOTE: CONTRACTOR TO CONFIRM I I \
~ M \ \ i EXISTING UTILITY r
o II ~ INFORMATION PRIOR TO ~ I ~ . O II \ CONSTRUCTION. NOTIFY r I ` ~ x...134 I .
Exastin ~ ENGINEER OF ANY I 60. ~ .O ? O \ DISCREPANCIES. ~ , ~ ~ ~ Y ~ I ~ i
II Grade 15 ~ I \ v~ ~ ~`~'9 R ~ I - O \ S \'4y ~X Y
Q ~ ~ ~ ! \ \ \ Right of ~ I ?9 3,~, ~ Q~
z z Ce terline I~'\. ~ ~ , ~ r ~ r~ ~
~ •
5,,, • , ^.I ~ O z
~ r I \ ~ ~`v ~ ~ ~ ~ , ~
r ~ ~ _i l ~ ~ / ~ ~ ; I ~ IMPACTS ~B-& •C- - - - - -
Q ~ 'DOGH tJ~E.. ' NC GRID - NAD 83 ~
A ` C ~ ~ z
~ \ ~ ~r ' it © _ \ ,Existing , - ,I
s3 ' \ - ~ \ ,Centerline g ' 'Grade
\ o 350 _ ~ _ _ _ _ I ~ _ p _ ~ , _ , 350 ~ i J

~ t In tri ' \ ~ ~o~~ m ~ ~ ~ W ~ , ~enchma~rk
181.8 ~ ' ` ~ a~ • " 0 8 P \ \ ~ ~ II VC @ 0.67 ~ ~ it i, ,
Z ~ E~x. SS M~H • ~1 O
I Rim 382.1:5 u-
~ ~ ~ Q _ Z ~ _ _ _ W ~ Invert'~n 373.7E ~
N \I ~ ~ln~ZZ - 1, ~
~ ~ ' O ~ \ l ~ ~ Invert Out 373.73 N ~ Q ~ - 1 ~
~p~.r~ O 09 ~ ~ Z_
oo~ II ~ \ \ \ !`r,, ~ W ~ 1S'I ,
vv~ '
~ ' p Ili ' p ~ ' - i '
340 . II _ r~ @ , ~ Ex'.isti n _ _ _ rn rn _ ~~.°M~"~ 340
~ ?o' .~6 ~ Grade 15 N to II
Q~~~ \ Left of ~}N II II ~ 1 ~ i
~ v~i ~ ? \ \ ~ Centerline d- ~ o ~ Z z o ~ G~1
\ NON ~ ~ .M \ ~N II oQ~~~~ ,
z z z ~ ~ ~ Ul ~ - - - ~~tNUnuNq
' _ \ co z~, BENCHMARK LOCATION (EXISTING MANHOLE LOCATED ON WESTERN CAR
' \ \ „ SCALE:1"=30' SIDE OF ELLIS ROAD APPROXIMATELY 160' ~~`~~~,.•F~~ • , 10.49 8 DIP SOUTH OF SOUTHERNMOST PROPERTY ~:'Q~~ ;
\ ~ \ N o ®0.50% LINE) ' e
~ 0 0~ 3 - ~ Z ~06
~ . ~ ~ II ~ CITY OF DURHAM , ` IN ~ `
~ ~ ~ N II ~ pj PUBLIC WORKS DEPARTMENT /'~i~/p ••'•••••C~
0 A lr _ m C ~ ~ ~ ~ M Z ? N M 33O .APPROVED /~yy~~nBinO~~``
~ \ , ~ ~ II - ~ ~ ~ ~ II ENGINEERING DATE_
~ - / ~ = Q ~ ~ ~ N N II STORMWATER DATE ~ ~ ~ Z Z ~ I'7 I- TRANSPORTATION DATE
y ~ \ ~ Z ~ DATE \ ~ N II - DATE

\ \
_ _ _ _ \ \ _ _ - . .
-~~-x EDENS LAND RP.
255.78 ~ 78' -DEVELOPMENT SERVICES N~l
SANITARY SEWER OUTFALL PROFILE VIEW oiA 4 1.65;
(H) 1 40' /51 5007 Southpark Drive - Suite 200, Durham, NC 27713
(V) 14, \ ph: [phone] fax: [phone] email: [e-mail]
320 87,"~7' _ 8DIP 0.50% \
320 Drawn By: JSE 1 J21
10+00, 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+00 19+00 20+00 AUGUST 16 2007
Checked By, JBE C

TAXMAP&PIN NUMBERS (UMBERS: 566-01-002 (0830-04-82.3328), 566-01-002E (0830-04-82-1521), 566-01-002D (0830-04-82-0519).,. 566-01-0020 (Q830-04.72-9604)
# REVISIONS i
1, PER CITY OF DURHAM 2-07-08
_ - ~ 2. PER CITY OF DURHAM 3-24-08
/ / ~ \ \ \ ~ \ //l/ / /~i / ~ \ V A \ \ v V A / /
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STORM CHART
INLET RIM INV. IN INV. OUT OUTLET PIPE GRADING & DRAINAGE NOTES
CITY OF DURHAM
FES 1 - - 355,00 - 1. EXISTING TOPOGRAPHY BASED ON SURVEY PERFORMED BY MURPHY GEOMATICS, PLS. PUBLIC WORKS DEPARTMENT
CB 2 359.93 355.48 355.38 38' - 24" RCP ~ 1.00% 2. PROJECT IS NOT LOCATED WITHIN THE NEUSE RIVER BASIN. APRR1OVED
CB 3 359.9:3 - 355.70 22' - 24" RCP ®1.00q 3, CENTERLINE OF PUBLIC STORM WATER DRAINAGE EASEMENT. OWNERSHIP OF AND RESP N I I ITY 0 SBL IBILITY ENGINEERING---DATE4 .
FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT REMALNS CB 4 369.42 360.20 360.1.0 121' - 24" RCP ®3.81% WITH THE CURRENT OWNER. IF THE PROPERTY IS WITHIN OR BECOMES APART OF THE CITY VS STORMWATER DATE~~~~~ `~i~nuuiir~»>
' THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND CITY TRANSPORTATION DATE ~ ~ARQ ' DATE ~~>cESSIQ.~/ti
CB 5 384.97 376.72 376.62 253' - 18" RCP ®6.49% RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY -0F y I fY -0F DATE NC GRID - NAD 83 ; ~~Q~ ~~~i
CB fi 384.97 377.04 376:94 22' - 15" RCP ~ 1.00 DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208; WHICH DOCUMENT IS INCORPORATED )OK = ry ~ ~~d ~
CB 7 381.62 377,gp 377.80 76' - 15" RCP ®1.00 HEREIN. THIS EASEhtiENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO f0 = c~~~°i~'2
PROVIDE PUBLIC MAINTENANCE. NO BUILDING, STRUCTURES, FILLS, EMBANKMENTS OR CB 8 381.62 - 378.12 22 - 15 RCP ~ 1.OOx OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS, GRAPHIC SCALE ~ ' ..F~~rJE~~.
CB 9 369.42 360.52 360.42 22' - 15" RCP ®1,00 50 0 25 50 }DQ 200 //~~~~A . ~
4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED. ~~~~~~8~~~~~~`
CB 10 365.39 361.16 361.06 54' - 15° RCP ~ 1.00% 5. ALL CONSTRUCTION TO CONFORM TO CITY OF DURHAM STANDARDS AND SPECIFICATIONS.
CB 11 365,39 - 361,35 19' - 15" RCP ®1.00 ( II"i FEET )
6. ALL FILL/CUT SLOPES TO BE MAXIMUM OF 2:1. FES 12 - - 385.00 - 50
CB 13 389.16 - 385.27 27' - t5° RCP ®1.007
FES 14 - - 385.00 -
YI 15 .389.00 - 386.33 133' - 15" RCP ~ 1,00 D RP.
-DEVELOPMENT SERVICES
NOTE: ALL FES TO CONTAIN CONCRETE CUT-OFF WALL. SEE DETAIL ON SHEET C191 5007 Southpark Drive - Suite 200, Durham, NC 27713
ph: [phone] fax: (919).57,9-0900 email: infoca,edensland.com
Drawn By: JBE
DECEMBER 16, 2007 C140
Checked By: JBE