20061747 Ver 2_Site Plan_20080728

i d _ ~ ~ - i
~ ' ~ ~ ` REVISIONS
I :ar,
/ ~ ~ 1 (•+s' :,o N0. DATE DESCRIPT. .
GENERAL NOTES: ~ ~ I ,r
i '
1. MAXIMUM NUMBER OF LOTS:29i. ~ !i ~
2. TOTAL OJ7; AC LOTSa 153b ~ fi ~ ~ ~x `
3. TOTAL 0.25, AC LOTSe 132.
4. TOTAL I.O; AC LOTS: 6. ~ '
5. LOTS I - 149 AND 151-154 ARE 0.17; AC. ~ ~
6. LOTS 150 AND 155 - 277 ARE 0.25, AC. ~ a. ~~?=-~,,~r ~ -w ~ , ± ,
7. LOTS 286 - 291 are L00; AC. ~ 4380 ~.ro ~ ~ r
10. TOTAL SITE = 115.45(AC. t ~
NOTE: I/q ACRE LOTS WILL BE GRADED ON A LOT BY LOT BASIS. ' set se .ro a 1 ~ ~
/ II. METHOD OF WATER SUPPE.Y AND SEWAGE A~ B ; .,8
I/6 ACRE LOTS WILL BE MASS GRADED PER A BUILDER _ ~ DISPOSAL: CITY OF DURHAM. ? % R
UA ~ _1 x o 1 ,
REQUiREMENT DUE TO THE EFFICIENCY OF CO ! / r-~ r-~ r-^ r--' NSTRUCTION t 5T_jl o t ~ _ 1
I 286 25`1 25~ 25~ ! 257 11 AND THE PRICE RANGE Of HOMES. I_~ 1_.. I_., I__' i r r--t,
! ; / 12581! 581 ~ rQei
/ ~i ~ ~ -_...i I r--tl
G.~)(u~ la{~ L ~ ~ r--t ~ r_-1 , x2591 1
' ~ ..f J! ~ a1~ u / ~ t 2191 12781 i 1 I etc Y 7r , - r-'b i0 b
. ~ 'y'' , , ' ~ I26ow IJ I l r--t r--t i i - / - 1280, i 2771 ~ -
, / - I i 2Gr ii V1ClNITY MAP 6I
1 i ' r`-i r--t a t p50J i. l 1281 t 127SI r--L ,
, - _ _ - 1262 I' ®l, ~ p I __I ~ !z 11 aC~.', ~ ' ~ SCALE: l ono = 1600 ft. .Qp.
/ ` 1 1 ~ a x282, x275, ~ r--' 49 I I I I I I tl
t~ 0 \ ~ ~ ,2631, _ `r ~ , r i i31~ ;,i~~04~
.i , , r -i r--1 r--i . . y r, r' " : NATURAL RESOURCE PROTECTION AND LANDSCAPING NOTES:
14~i I L- !2141 ~ Lzs41 ? ~ , h----~
, / , ~ ~ ~ ~ ~ ~ SHADED REGIONS REPRESENT REQUIRED STREAM BUFFER ~ ~ ~ ~ ~t
TUA ~ - / p. - - + Red 12TH, , I >r , U ~ A ¦ - - ,246; ~41 1 ( ~ EXISI ~UA T A i i ( • EXISTING , `REGIONS AS PER DURHAM COUNTY REGULATIONS.
, a / ~ tr ; c~rEraR,r:~
; ® 1 ® 287 - ~ i 2. TREE COVERAGE WILL COMPLY WITH SECTION ~0, 9 z
' - r' ~ I PtOYIC / ( 0(o I I~.Oq _ ® ~ ~ , _ i F
~s'f 3, SITE TO CONFORM TO STATE NEUSE RIVER BASIN REGULATIONS. ~ o
~ \ ~ I, I ,I ~ 1 26~t ? ~ ~ a , '.,o ti • ~ ° ~ 1 3 331 32 i ! 3Q ~ t _ . f F 11~~ a ? . t ~ F I, ~ +227' , s . • 236 f" I~ - ~
I ~ Pond ~'¦s` rr ® ~ ~ ~_I 4-t ~-1 L_} ,._1 _1 1 ~ , ~ Jl ~ \ / 4 ~ _I f__ ' 1 e / ~ v / /~23~~" 4 1268 r
e i ~ i ® \ 245. ~ , ~ t o PARK AREA ® • / v r--t ZONING NOTES:
,r . h ~ ? ~ ~ / ~ r 2 i'~ ~ t e 1269 ht 4 Cit of Durham UGA Boundar 90b800 SF / ~ , ~ ^ ~ 12t9r 22~ ' ~ , Y y \ U~ ~ e ~ X218 ~ ~,_t p i'~ 4 7. EXISTING ZONE: RURAL DISTRICT fE-B DISTRICTI. } ~ ,
® e i ( 20.84rAC / . ~ w; ~ / ~ 220i , r- , I ~ e s . s ~ iTOTAf. OF AREA SPLIT / a a ~ ~ d ,
I e ® e i BY TERRY ROA01 / / / / ~ ~ I d i I; ~1~ 2. PROPOSED ZONE: PLANNED DENSITY RESIDENT IAC DISTRICT (Pl)R) ~ ~ o
! ~eyo ~ ~ / Q _ , _ ~ ,i1\ 225) ~ ~ r Existin Draln 25 Acresy ~ a ~ / ~sel X24 _I Tboo F ~ _ g 1 I e 4 ~ / t__J 431 ~ 1241 ~j - ~ ~ r - , 3. RESIDENTIAL DENS.IT?' IN DWELLING UNITS PER ACRE -.2.52 z
, 56 RrW / ~ ~ I 1 4 1 m t 44` 1 ~ / ~-I ~ 1 f'9 ~ 2241 I ' 4.OPEN SPACE = 29,46± AC, ~ ~
~ ~ ~ /i 2161 r--t - ~ , 1222, ~ r-- i I-
Existln intermitident Stream ~ ~ <215, x ~ 12231 Q, Q, 5. PERCENTAGE OF TOTAL LAND PRESERVED AS OPEN SPACE.=26% ~ ~
"~SiT wy h ~ ` ~ - / / R AD K I r 6. DEVELOPED AREA = 85.14 AC. ~ o
~ t ~ /213 _ 12 - ~ ,~o~, 7, EXISTING BUILDING- SETBACK: 50'. ~
i j ,a x212 t i _ _ ! I / J• ~ ~2lir "-1 ~OpC 00
Proposed Nature Trall Route , _ _ _ _ _ ~1 i ~ ~ yy091 iZOdd, ,i 'Q~.( t. 9 • ~~,~o~ 8. PROPOSED FRONT YARD SETBACK: 20'. ~ ~
~ 1290 t l r l Q 9. PROPOSED REAR YARD SETBACK:25'. ~ _
I (2911 ,~,___r It-,r-,i-ir-,t 112 120 p~+ ,
Stream Buffer Zone (100 from - r-~ t I u9s 1198, d99 rrol ~i ~ , T5 1 • .-ri 195 11197 I I i_.. 1O, BUILDING ENVELOPES SHOWN ARE 4 x 60' FOR 0, 91 ± AC LOTS AND - ~ ~
top of Uank) ~ _ I _ 1_., L.- 1_- - m i~ 1941 r +t a ° f o00 4 9 : X 68' FOR ALL Oi HER LOTS. ~ J
1174 I e I 1176 t l__ J a -:._...-.--"^"'pD H ~ A 1_ ~ ~ 'e_% /a,Q .,,~__t ° 1..-,{~ 1145• a . _ _ , t~.>>~AXIMUi~ B(~ILDIa~G HEIGHT T~O BE 35' ~ ~ ~ ~ _
1 •hr--i , , r--t 1177 t ~ ~'I 1114311
11731 ' '1-, 11781 I ~ Ir_,t-''t"''I-''1~''t 111 1{11391111411 ~}r47~y ~ Q Preliminary Stormwater ~ , ~ 1-, t-, i-, i-' i-, r-,' ; , I I l IG35 ~ 1 i~'' ~ , ~ (1179 I I I i I ?I d25 1(27 729 113f 1133' t 1~- ~ ~
I i-- eKl Ii_! r--t r--t I(8~ t183j 484, 1185 1~6j If87j I18~1 1891 N901 11911 {1921 11931= ! I t t i 11~~t--' 't48s Detention Location t i 191 I 1 I i_„ 1_- I_~ i_., 1_~ I_.. I_.. I_. I__ I_.. I_- t_.. i-.~ ~ , , ~ ~ ROAD DESIGN NOTES: ~ m
11112 1 I I I x801 _ _ _I - - - 1 I ~ ; ~ ~ , `149, se - 9, a / ~ _ ~ ~0
- - - - 1-, - ~ 151, , _ A~ 1 1 ~ I ~ 1 1 I r t l f i r' ~ r-' 1-, 1-, i-' ~S~ -..f..._•r` ' ~ • 7. PROPOSED RIGHT-OF-WAY: 50`. ti ~ J
• - - - - - - - - - w- 1141 j~+ 128111901 Ip~ ,1341 tt36t 438 11401 1142, 11441 i I ~ ,/i'~~ / _ 1 I I I ~ 205''1 I~, 2. PROPOSED INTERNAL INTERSECT ION RADII: 30'.
159 158 151 r - - ~ 1__ i_., I_~ i__ i_ I t 11461 r_ , , ? • 1 Tree Greater Than 18 inches rro 169 ?se ,sl rss Iss rs4 x63 rs2 161 t60 ~6 155 4? ~ r t_~ ~`t ,+s3,; Q0~ M~ e~l _ 3. ALL PROPOSED ROADS ARE TO BE PUBLIC ROADS. ~
o IJ, t-, r-, t-, i-, 1-, r-, 1-, 1-, t-, i, l-, 1-, I-, 1-~ I-' r'' I - M_ 1 0 1 / IQ 1 - r - Ilifll 1 1 1 I I I I I t I t I I I I I I I I f l I I I I 1 1 I I I t I ;r,_~ -p - _.I__ ~ in Diameter (See Sheet C I and 1 .OAD ~
L.. I ; I I_~t 1_ ~ i 11_ ~ 1_ ~ I_ ~ I_ ~ 1_ ~ I_ I I ~ I_ ~ t_ ~ I_ ~ i_ ~ I I 140 I I _ _ N - ~ . _ ~ / 4. TTA AND DATA WILL NOT SERVICE THIS AREA. ~ v I i, . ~ Z
I ~ 2 for Size and Species) r~_, I , , eT/ • + 1,39 I 1 r t t ( I - i i I t i i r 1-, _ / 86 i _I ~ ,11231112{ 11119 I rrr 1115 1113 l 18 1109 IIOTt U051 I r t , _ ` / I h \ 5. NO STEEP SLOPE AREAS ARE PRESENT ON THC PROJECT.: ~
I_„ I_„ I_„ I_ 1 I_ i I_„ I_ j i i 1 ! I u031 1101 1 198 I t i 1 , i t . , Typical House Footprint 141' x ~U' r~,~ _t , i I _ 1 1 I ® ~ ; ~ - I_~ 91 l ? t 89
r 1r :J=B r , - I-.. I_.. 1_ 195, 193 9f 1 t i-- r I r for 0.17,Ac lots and 41 x 6tJ for ~ 1-~ 1_ ~ I_! 1-- t a5 i ' 1-.. ~ `'i.. OR W I t HIN THE IMMEDIATE VICINITY OF THE; PROJECT".
t ~ t +rJ L~.25;Ac and LOIAc lotsl 0 + T r ; 'r-' i-, r-, r-, r, - _ r-_, r ~ ~ ~ 1 1 1 1 r r l r"i , !
1122 I I ! ~ 1 t _ 184 ~ U20 lu8 Itl6 I I I ~ I1 r ' _ + i t- ® t ; I 1 1 1 ~ lr2 110 uo1>< y06 Iro4' I I , r r , _ _ f
lyg t I (I__ 1_..1__ I_~ I_., I_~ ~ I-~ { 1-~ f I- ~ +~-2t i~I t~l 196 t94 t t t ~ r-, i`-=~.. ; I__ r4 ! i 192 ~ OPEN SPACE NOTES: ~ M~ I~
~F ~.j I-..1_.. i_„ 1_ ? Igpi t88~ r 83 1 ~ t t- OPEN ; ® I - - - - - r ~I 135 ~ ..1_ - + " 1_.. i_ `~-;;",.I. ~ 1 - opEN spacE ~ 9.OPEN SPACES WILL BE MAINTAINED BY A HOMEOWNERS - 1_ 3150 SF
TUB, 50 Transitional Use Area Bour'r. 0 _ ~ Ro - , s2 t s ! , 4 _ 3150 . i--....,.,,, I 4 ~ Ass~I~aTIQN. ~ ~
® 134 I " T
ri t ~ Q 1143{ 145114111491151 ~ 153, 1551 1571 1581 1811 1 I { I r ' t`•' r-, _ - ` ® 133 I__ I_- I__ I__ t_W I t 1 1 I 1631 165 I I I t r, _ I U 2. TWO PAF~K ,BENCHES AND PLAYGROUND EQUIPMENT SUITABLE F OR
r ~'~::~-'t ~ I- I-- I-., t-., I 167 Is9 I ( , , t Buildin Setback Line 10 from I r-- I ~ ~ t-~ I_!,_! I~ 1173 1751 I i 1 1 t _s t I t_W1_~1 177117918i1!w, ~ TODLER.> WILL BE PROVIDED EACH OF THE TOT AREAS:
~1d2 f 1_~ I Stream Buffer Zone r - I I STREET TREES TO BE 3, A GAZEE30 AND TWO PICNIC TABLES W ZLL BE PROVIDED AT THE
! ® ~~-t , I I (1 i 1` 1 t~! i ' 1-' t+~ t-" I'',(-'' - ' uZi 131 1142 144 196 148 1 I I 115611 I i I. I! t 1-, _ 0~ l i t f 11-~ i_» 1_ I I_ i 1y i 1521 1~1 t I ~I 601 621 t64 ,661 I i r I t t , _ ~ ~!.t PLACED ON STREETS
' ~ 4 - 1__ i_., i i IT01 1721 r74~ 17611 81 i I ~ - ~ IN MASS GRADING AREA POND. `
25 Mass Grading Buffer Boundary - _ I__,__ 1 I T ,180 I I, , RO t- IN ACCORDANCE WITH FOUR P~~RK BENCHES W ILL BE PLACED ALONG THE P,~OPOSED
~ - _ - -'q I _ j, . sECTION lo.~ NATURE TRAIL.
I •~'~•~1.-•- P , _ t.. r~• 1 1 , t-' 1-, t_, _ _
® 1501 129 128.1 $ i I I I ? I I i I-' t--, ~ ! i fl 1 u T ~1 251 123j t22~ 2t ZQI I I t t_,, w / I.. ! J 5, TOT AREAS WI B C - ~~~1~0 LL E ONNECTED TO THE NATURE, TRAIL AND W1LL
l..r I Lit ,y I L I I'
® BE PART OF THE PROPOSED PARK SYSTEM. Middlesboro,
~ ~ ~ i ~ ~ o - ~ 6. DEVELOPMENT WILL FOLLOW THE NATURAL CONTOURS OF THE ° sasiae sskoo
t ~ a ~
's i a $ITE, `Greeneville,.
~ a ® 25' A ~ t to ~ MSS GRADING BUFFER z ®6 i itW 1. ALL OPEN SPACES HAVE DIRECT ACCESS FROM STREETS OR 30' ° ' Tennessee ' 423 639 0271
~ t 1 ~ InerS~c OF BUFFER INTEN:iITY CLASS 2 ~ ~ i tub ~ I EASEME~dTS ACROSS THE BACK OF LOTS. Asheville,
IN ACCORDANCE WITH SECTION 10.2.4 t I~ ~ North Caroltno
REAR REAR ON PERIMETER OF li 6 ACRE LOTS t i~ 826 253 2796
7' REAR .r, 7, Copyright 4 199$ Vaughn & Melton ApRtghta Reserved
7` OWNER: KEITH .BROWN
N I I ~ I I--__-~ in i I N I I ~ I- N I I I-------~I N 1 t SUN FOREST S>''STEMS DRAWN: DAW
1 ~ ~------I I I N I _ _ t 1409 PINECREST ROAD c~ECKEa: LDe
I , I I ORIGINAL GROUND ~qR 1 I 1 I I ~ - - ~ DURHAM NORTH CAROLINA roe N0: 3os lo- I~ I 1 ~ ~R~LYIbIINA.RI' ~]GANS
2'I r GRADE j 1 ~ ~ CEtL 919-45I-10(16 m .NOT USE FC{R C'ONSTRUCTICaN; SCALE' ('-200'
0 9, POINT I ~ I~ I ~ FAX [phone] DATE: s-ZS-o3
7 0.02 FLfT I ~ , 0.02 FUft 0,02 FGL? .02 PLFT ~ ~1 ~ I . qR I %4ACRE ~ i t/6 ACRE ~u cv 1 (ACRE O vs ac~E 1 ~ PHONE: 919-933•-7747
?'I r- i I M I ~4 ~ ~ j0 1 I 1 N kelthbrown~sunforestsystemscom sHEET TITLE:
4'I 1 1
I ~ I t I 1 I ORIGINAL GROUND I ~ 1 i 1 1 Graphic Scale PRELIMINARY
j I ,SETBACK i r j 1
GRADE TO THIS UNE 1 SETBACK + r_____I i SEI~ACK + y UNE IsEreAC~c ; 2~ o ~ 4~ DEVELOPMENT
UNE ~ I i PR O f O I - OPOSED 50' R/W o r-~xF -I N 1 I PROPOSED 50'R~1V PAY
TYPIWiL SECTI r~ NO. ~ PROPOSED 5O'R/W N 1 I ~ i UNE I N PROPOSED 50'R/W
62 68 '8' (IN FEET) SHEET SHEET N0:`
FROXf FRONT fRt~VT ~ ' §€'1 inch =200 ft,
TYPICAL INTERIOR LOTS TYPICAL EXTERIO !BORDERING RD EXTERIOR LOTS; v OF Now >t1t~ $.fl~.;
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TAX MAP: 858A-01-001 TAX MAP: 839-01-012
PIN; 0815-02-87-6340 PIN: 0815-02-85-1866
r r
l \ Q ,1 ,1 eO \`I 11 p 0 SPECIAL CONDITIONS.
o ° • COMMITTED ELEMENTS FROM DEVELOPMENT PLAN (P03-37)
PROJECT STATISTICS: , C 11 1. MAXIMUM NUMBER OF LOTS FOR SINGLE DETACHED DWELLING UNITS: 289.
.P 11 i1
ZONING PDR 2.50 ; a 2. MINIMUM LOT SIZE IS 0.17± AC (7,260 SQ. FT.)
PIN AND TAX I.D. 0815-02-87-6340 ~ a „ ° I' " . ~ 4 t ® ii \~C ~ ~ 3. MAXIMUM BUILDING HEIGHT TO BE 35 FEET. A
0815-02-85-1866 1 ~ ~ 4. ALL DWELLING UNITS WILL 8E CONSTRUCTED WITHIN THE UGA BOUNDARY.
GROSS AREA 115.34 ACRES ' , ;i •
I TIN TERRY RD. R. .W. . 1 A RE ; ' AREA IN EX S G 0 3 8 C S P=Y ~ ~r d , p ~ 5. LOTS 284-289 ARE ADJACENT TO THE UGA BOUNDARY LINE. SAID LOTS ENCROACH OVER THE UGA BOUNDARY LINE IN ORDER TO MAINTAIN A MINIMUM SIZE OF ONE (1) ACRE. U I ~ ~ Z
NET AREA 111.53 ACRES , ~ ~ 1 A ~ ~ Q
AREA IN TREAM BUFFER 14.87 ACRES t8 ° S ~ ra p \ ~ _ 6. PROPOSED OPEN SPACE = 31,62± AC, INCLUDING 30.57±ACRES (1,331,627 tSF) AS DESIGNATED PARK AREA. ' ° ~ 7. THE EXISTING CEMETERY WILL BE PRESERVED AND SHALL BE SURROUNDED BY A DECORATIVE FENCE BUILT TO CITY OF DURHAM ORDINANCE STANDARDS.
NUM. OF PROPOSED LOTS 289 , 1 _ _
NET DENSITY 2.50 UNITSIACRE ` ~ ,~i ~ i; ~ II - MIN. LOT SIZE 7,260 S.F. , ° m - n ' ;;r ~ 8. TWO PARK BENCHES AND PLAYGROUND EQUIPMENT SUITABLE FOR TODDLERS WILL BE PROVIDED IN EACH OF THE TWO TOT AREAS.
r o ' MIN. LOT WIDTH 55 FEET 1 1 _ _ _ _ _ z 9. A GAZEBO AND TWO PICNIC TABLES WILL BE PROVIDED AT THE POND, ONE (1) ACRE OF GRASSED PLAY FIELD WILL BE CONSTRUCTED OUTSIDE OF THE UGA BOUNDARY LINE:
.~r - - - - 0 1 r V AVG. LOT SIZE 9,172 S.F. i; , a a
d RIVER BASIN NEUSE ` ° ° a 10. FOUR PARK BENCHES WILL BE PLACED ALONG THE PROPOSED NATURE TRAIL.
a WATERSHED F/J-B > ' ~ , r U - I _ ° ~ 11. TOT AREAS WILL 8E CONNECTED TO THE NATURE TRAIL AND WILL BE PART OF THE PROPOSED PARK SYSTEM.
i ~ 12. CONSTRUCTION OF ALEFT-TURN LANE AND ARIGHT-TURN LANE ON GUESS ROAD AT TERRY ROAD IS REQUIRED.
r ~ ~ U V 1 ,p ° c ~ ~ 0
~I , u „ i S~ ~ i Q 13. STREETS ARE TO BE DESIGNED AND CONSTRUCTED TO N.C.D.O.T. STANDARDS ANDIOR CITY OF DURHAM STANDARDS.
rr I CP2. a 14. PRESERVED TREE COVERAGE AREA = 20.41 °la (23.54± AC).
' y"" ~ rr ~ , 4 I/
rte. ,.~-.f'`'"- < - it ° ^ • 15. NO LOTS WILL BE LOCATED IN STREAM BUFFERS. it
OPEN SPACE CALCULATIONS: - ; ; ~ o . o T ~ ur ° q ;i 1 ii - 16. NO LOTS WILL BE LOCATED IN FLOODWAYS.
! " I 1 II ~ , I; ~ ' ~ 17. A LOMB IS REQUIRED PRIOR TO APPLYING FOR BUILDING PERMITS OR RECEIVING CONSTRUCTION DRAWING APPROVAL. (NEW FEMA FLOOD PLAIN MAPS DO NOT SHOW ANY
MIN. OPEN SPACE REQ. 5 /o OF 111.53 AC - 5.58 AC. (242,912 SF) ° ' „ ~ I . I • II a j FLOOD PLAIN ON THE HIGHLAND PARK SITE. THEREFORE A LOMR IS NOT REQUIRED).
I _ ,I , PROPOSED OPEN SPACE (INCLUDES AREA INSIDE AND OUTSIDE UGA a - , - - - _ - a y I, ~ 18. BY REFERENCING ROADWAY IMPROVEMENTS ON THE DEVELOPMENT PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF
N ARY T T LOTS CEMETERY TREAM B 1'E ' BOU D 0 , S OFFER, PONDS AND a ii ~i i; ° I 3 ;I ~ i CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH N.C.D.O.T. AND CITY OF DURHAM
SEWER EASEMENTS I ~ STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND
DOES NOT INCLUDE PROPOSED LOTS OR ROAD R.O.W. .9 _ p 'i. ( ) _ i;_ _ BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE
TOTAL - 36.40 ACRES 1 585 388 SF 31.56% ~ ~ ° ` ~,--=~r ~ 1 1 ~ i o 0 1 ; IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION.
1 1 , O 4 -`I 1 \ 1 q ; 19. TREE PROTECTION FENCING SHALL BE INSTALLED ON EACH LOT.
o ( I „ ~ _ _ _
7a 1 i i N 11 ~ i i II ~ r it ~ li u I I ~ u"~ ^'I I~ • - 20. NO GRADING WILL BE PERMITTED THAT WILL CHANGE THE OVERALL TOPOGRAPHY OF THE SITE. ~ -
ROADWAY IMPROVEMENTS FROM DEVELOPMENT PLAN IP03.37) -li ~ o
IMPERVIOUS AREA CALCULATIONS ; ' ` o r ~ ° ~ - r , I I. ~ 1. A NORTHBOUND LEFT TURN LANE AND A 50UTHBOUND RIGHT TURN LANE WILL BE CONSTRUCTED ON GUESS ROAD AT TERRY ROAD INTERSECTION. ALSO, AN EAST80UND
(BASED ON TOTAL AREA OF 111.53 ACRES} ~ ~ , I o „ n RIGHT TURN LANE WILL BE CONSTRUCTED ON TERRY ROAD AT GUESS ROAD INTERSECTION. THESE IMPROVEMENTS MUST BE COMPLETE PRIOR TO THE ISSUANCE OF ANY
II ° r u ,I CERTIFICATE OF OCCUPANCY. g.
289 LOTS 2 500 SF/LOT 16.59 ACRES 722 500 SF 14.87% a =-!i ~I ` y^ ,.1, II , ) ( ) ~ 2.8Y REFERENCING ROADWAY IMPROVEMENTS ON THE PIAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF
STREETS NEW 9.77 ACRES 425,581 SF 8.76% ° ~ o ~ r' ~ II ( ) ( ) ~ ~ r 1 I I I II ' „ OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH N.OD.O.T. AND CITY OF DURHAM STANDARDS AND POLICIES.
SIDEWALKS 1.29 ACRES 56,170 SF 1.16% ~ ( ) 1 ;I it A I p I' II THIS INCLUDES {WHERE APPROPRIATE) BUT IS NAT LIMITED T0. ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL I~ ~ _ 'I _ o~ MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE LANES, THE
o ~ - PAVED NATURE TRAIL 0.25 ACRES (11,100 SF) 0.22/0 ~~.._3 - - - - - ~ APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND
TOTAL - 27.90 ACRES 1 215 351 SF 25.01 % a ANY REQUIRED SIDEWALK CONSTRUCTION.
( )
I , ~ GENERAL NOTES FROM DEVELOPMENT PLAN (P03-37)
9 .
1: TOT LOTS WILL 8E PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE PLANNED DEVELOPMENT RESIDENTIAL PORTION OF THE ZONING AND
LOCATION MAP SUBDIVISION ORDINANCE. ~
SCALE: 1 IN. =1000 FT. 2. DRIVEWAYS SHALL BE MINIMUM OF 20' IN LENGTH MEASURED FROM THE ROW LINE.
BUFFER ZONEIWETLAND CONSTRUCTION I PACT INFRASTRUCTURE NOTES FROM DEVELOPMENT PLAN (P03-37)
~ ZONE 1 ZONE 2 WETLAND SHEET 1. ALL UTILITY SYSTEMS WILL BE DESIGNED AND CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF DURHAM.
N. (S.F.) (S.F.) (S.F.) 2. STREET AND WATER LINE CONNECTIONS ARE REQUIRED.
5 763 574 - INDEX CRIPTION
N d~~~~e ~ G~
~ 6 5,860 10,862 - 0 1 COVER SHEET HEET
0 N 7 - 720 2,561 2 EXISTING OVERALL SITE CONDITIONS
'IONS
3 OVERALL SITE PLAN PLAN
0 8 1,175 185 - 4 PLAN UIEW UIEW
0 9 672 3,664 - 5 PLAN UIEW VIEW
6 PLAN VIEW 3 10 13,277 7,262 8,052 VIEW
7 PLAN VIEW VIEW
W TOTAL 21747 S.F. 23 267 S.F, 10 613 S.F. 8 PLAN UIEW y ~ f 1 UIEW
UIEW
0.50 AC. 0.53 AC. 0.24 AC. 9 PLAN UIEW
10 PLAN UIEW UIEW
' 11 PLAN UIEW UIEW
~ 12 PLAN UIEW w UIEW
F 13 TERRY ROAD STREAM CROSSING SING
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C~
3 CONSULTANT. OWNER AND APP I
L CANT. 0 r N
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9 Ul
OWNER CONTACT: AKE A TI J US N
p r7 \`\`~Ot~~~ C„~+RO//A'//' N°~`f;r,;llU~ii~p~14~`~~'~iJ!I~~iJi'
400 R ER D DR m N W00 IUE o `~;~~Enn~.;
Consultin En ineers 9 9 - SEAL ~
CLAYTON NORTH AR LI A 27 20 C 0 N 5 Park Terrace Center , X0'19 = CITY OF DURHAM
1318-F Patton Avenue °
FAX [phone] Asheville, North Carolina 28806
828253-2796 PHONE: [phone]
m BYO o. ~SITE PLAN 0. 04-305
V&M CONTACT: L. DEWAYNE BROWN, P.E. PHONE: [phone] 'austin@ redsmithcompany. com -5 U7
[e-mail] f m t.
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ADJOINING PROPERTY DATA
ADJOINING OWNER D.B. / PG. PIN ZONING LAND USE DESC. TAX NUMBER PROPERTY RURAL DISTRICT t~' ,I ~ + ~ ~ ' 4 ~ } ~ -,~i ~-1 ~ _ i6~,i'~/~ } 68<.e' ~a/~~f, 684.8~J ~~~~~r~~RI~J~~~Jflf f~~~ """~'~.'~.,~"°""~~,/n~~~%~t~""''°*°`~"`,,~.s'"~f~j~ 'PF ~w. w.a i~y~t~`~,~ ,~"'y
WILLIAM KENNETH FARRELL AND _ ~I ! ~ A I ~ t- ~ t ~ ~ ~ t , ~ ~ Ll~~ _ „~A W.E / `i, 1901 / 3 0815-02-75-5139 E-B DISTRICT RES/1-FAMILY 840-06-011 a y ~ € ~ " r T ~ ~ l l a ' / 648.3 t / ~ / ~ >r""-"'a" BARBARA DOREEN STAWNGS ( ) ~3 ~ a ty} ~ ~ s~ ~ ~ , ~ / ! ~ ~ 7 ~ a~ r ~'°„»~°'d' Y ~-~e ~.r" 7 1 ,+,~~h , `y p , \ m.~~-,vim ~ d,w-
E ~ l S ~ ~ '`'a t1. i _ c%" !".e r'! f / ~ a ~ I I ' O - ROBERT ARNOLD AND WIFE RURAL DISTRICT j ~ 1 1 ~ , ~ ~a~ . , ~ ~ ~ ~ , f g ~ ° ~ y ~ ~ /
[phone]-75-6179 RES/i-FAMILY 840-06-010 ~ I ~ 4 ~ ~ - .r"`~~°' o~ 1- ~ v I / (E-B) DISTRICT t ~ d ~ /t # ~ ~ DELORIS 0 JOSAH l ~ ~ t'd . 1 b ,r~,°,,., ~ Q8 ~ . .,`v.;
0 ~ RURAL DISTRICT ~ ~ ~ ~ ~ r ~ ~ ~ 1 > ~ ,r .1a , 1 KENNETH L. AND WIFE, _ _ _ _ - - ~ ~ ~ ~ / ~ + ~ 3 2902 144 0 _ RES 1 FAMILY 1 / 1 1 ~ / 0815 02 75 81 8 E B DISTRICT / 840 06 009 ~ , ! - ~ \ /r~ PAULA P. HARGROVE ( ) ~ - ~ l ~ ,r~ sd ,
~ / r. WILLIAM M. MCCOY JR. AND RURAL DISTRICT / ,f ~ ! l ~d ~ ~ f `t p rl t ~ ~y e { ~ ~ f/d~~ t~~ ~ :r ,p-""`~,"~'es~*1 ? t~ ,^,^^"AA,d / f ~y Fc. ~ ~ ~ V/
r4, 1143 / 808 0815-02-75-9148 E-B DISTRICT RES/1 FAMILY 840-06-008 p f , ~ ~ f l g l r ~ e WIFE, JOAN N, ( ) ~ ~ J ?
A J --d' f 7! f 1 r, RURAL DISTRICT j"~ 1 .~„1 ~ . ,,1 ~ I J 1 r r , , RICHARD W. AND WIFE, _ _ _ RES 1-FAMILY / ~ 1 / r G ~ - - ~ / r` `5, 1120 / 962 0815 02 85 0178 E B DISTRICT / 840 06 007 j w.,~ • , t r,/ JO ANN KiNSEY ( ) uk,"'".v~ d ~ ~ '~,'~•-a ~ /rJ l I ~ I Y.(r ~ °
RURAL DISTRICT p ; f ~ . . ~ d 1 1 t ~ ~ ~ ~ ~ / I , i ~ f , ~ / J~ i g EUGENE D. AND WIFE, _ _ _ / . ~ f , . , i 1 ~ l( ~ ~ 1 } ~ .nd,,. e
~6, 1530 /439 0815-02-85-1176 (E-B) DISTRICT RES/1 FAMILY 840 06 006 .F"" ` ~ ~ ~ / + C `j ,F'',~i y E , f j ~ ` , f ~ I, o j ,,,r` w LAURA E. LEESON ~ ~ f j 3 I ° 1 ; ~ r € j =r . /
Wx' d/ ~ ~ + / / r 7 F t t r l1 1 r f . ( / ,°^kj' ,r" RURAL DISTRICT l ° r' -~v ~t r I , 1 / r. DAVID GLENN AND WIFE, _ ' ~ s' ( rfJi i'`y ~ 1 / 7; 2138 / 973 0815-02-85-2174 E-B DISFRICi .RES/1 FAMILY 840-06-005 r ~ l j r'~ ~ f . n ; , w f m ~ ~ ~ , • ~d 1, ~ ~ ~t 1 ~ ~ 1~~ 1 ~ 4? e `~i" s'`^~~"?'°(~`~ -~r r~ W' I~ ~~~r ~ 1.
KATHERYN TERESA ANDERSON ( ) ~ P 1 Q ~ # ~ t , / r" ~ ~ ~ ~ ' ~ ~ i :9( 4 ! i ~ , t ,I 1 ~ . r }t 6 i I r ~ ~z~ 9a. / 4 1 ~ f r 'S"" RURAL DISTRICT r'~ - t ~ 1 s \ a , t J = ~ 1 . ~ r•. _ l e ~ > P . ~ ~ r e ' t ' ,l ! I p , rf ~ ff I . ' ~ f ~ 94. ~ ~ r r ! f 1 ~ ~ ~ , a~ I i\\~~~~a la\~\ a 0~~ ~ ~ ~ t,~'~~"1 7 ~F'~y. i :.14Y~j ' t Y~ M,, ~ ~ Q
+ / . ~ L.~ ~ r . I , t 69 ;8 JUDITH FOWLER HARDEN 2549 / 535 0815-02-85-3183 E-B DISTRICT RES/1 FAMILY 840-06-004 ~ d _ 1 s' 1 t ~ .d`' ~ d• 1, ~ „ + , + ~ , + il<, r ® >r f r = ( ) «'uw ,r~~ t f i ~ ~ ~ ~ "o i ~ I ~ I I 1 4 C ; r` ~ I 1 ' j ~ j t ~ ~ , t ~ / 693 693 ~/,r~'~' t P ~1 d ~ ~3 1~4~~1~ ~~~~~(r1/Y~~ ~ ~ ~
RURAL DISTRICT ~ ii I • g ; € ~ „I a~j~ I ~ { i 4} e, pii 1~i ! ~ (f':ei1<t~ ~ t A EAST CAROLINA UNIVERSITY _ ~ ~ / + ~ 1 , , s y ; ! # , ~ ,1 { 2406 / 73 0815-02-85-4162 E-B DISTRJCi VAC RES/LOTS SML TRACTS 840-06-003 „s'` ~ ~ / / ~ ~ + ~ ~ _ } ~ , = 1 t ~ • , ' _ + ; 1 ~ I ~ ( ~ ~ ~ ~ ~ ' /
REAL ESTATE FOUNDATION ( ) ~ 5 .8 ~ t , t t ~ ~ , r , , , , ~ / .rte'`'`-/,/1/ r f JJ x'599.11 [i ~ ~ { } t ~ l 1's i =q ~ 3 t , • ~ ~ { 3~ ~ , I { , ~ . I i ' , ~a fl~ I w"' d f t ~ Y 1 k ~ 1 4. ! i ~1, m~ ( E, t 1 1! i~ ~2 1~ j~ 3 RURAL DISTRICT ~ ~ , , • , , ~ ~ / ~ / l t ~ 6" J ~ ~ ' ° 1M. ---r TUA. °`~c, ~`w: ii~ yi 1 ~ ~*.;I ` ` ~ . ~~~..I°' u r ,::«~c„ ~„y Q
W ~ , ~ k = i• KEITH S AND 1FE, RES i-FAMILY ~ 1 ~ ~ 1 I ~ I ~ ~ t ~ ~ ~ L ~ mod, 1387 / 944 0815-02-85-6116 E-B DISTRICT / 840-06-002 ~ ~ ~ „ t , ,~:>t,~t< j ;1 it t, } i t t ( ~ ~ ~ MARGARET P, GUILE ( ) 3 f ~ ~ I f ~ i ~ \ 5 , t~ e , y , ~ ~ r ~ q~ ~ .
RURAL DISTRICT / r ~ ~ 3 t ~ t ~ 'i ~ 1,~ iei~'t.~' ~ ~ JAMES TIMOTHY AND WIFE, RES/1-FAMILY 840-05-002 ~ ~ 1 595.a ~ ; ~ f \ , ~ 'S}~. ~ y~ ~ • ~ t a ~ ~,1 3132 / 459 0815-02-85-8144 E-B DISTRICT ~ ~ _ , 'e \ , ° ~ . y ~ ~ k ~ ~E , ~ 15 ~ 118/1 1 I D~ I GE LINED , S~,~"" "rn;~ c' ~ ~ ~ a f, .~,d'" ,f ,f f f ~ 11~~ ~ ~ ~ ~1~ p~ eE~N o~~ rN~ ~l s~ ~ ~ ..,k, s ~ ~ j ~ ~ ~ I' d, PrP~/° 0 1 RE aRr r~+ xr r~ 5~ t ~ ^ a ~
TAMMY MICHELLE HATCHER ( ) ~ W.E +r ~ ~ t ~ t ~ ~ : , , , . ~ s ,t ' i -I'~ f}'/~%ps },e+ts 579.2 ~ t a, ~ . ti:r .t~~ti'°~ t € T ~ /O RURAL DISTRICT 1 t "ro "ti ~ ~ , a ~ ~ ,z, ,d~ /~1 /f r,~ f p w < ? 3 ~`i ~ q } 111111111 s ,d'.~ ~ ~ ' ? ~:"/f`~J A r ~!j ~~f ~tf~,rif~t t~J~lf,.~~,~~ ,t~ I ,s''~_ fl~;^ ~.A''r?"µ~ i) ~.~~1w t~`.",..„,~-~ ~~,11 (~A 1j1//
TRI-CITY BAPTIST MINISTRIES _ _ _ _ _ ! g ~ z ~ ~ , , , t , i< t = _ r"`~f ~ ~ 1338 367 _ COMM SVC CHURCH i "`y 1 , ~ , . , + I . , ~ ~ ~ INC, / 0815 02 95 4017 (E B) DISTRICT / 841 01 008 \ ~ ~ i ~ ~ ~ ~ ~ ~.~}f,/ )1 f I . } , ~ ~ ~ a ~r f . r'`~~` ,~„'r~/ p~ .!f ~ l~ ~ 1~~ 1'~~ '~~1~ 17f ,1 r "~~.,o'~,, ~ ~ ~y rJ~ 4 v R~/ ~~i
~ , JAMES C, AND WIFE, RURAL DISTRICT 1 ! ~ ~ : , / f 1 f l ; I i ~ ~ ~r ,s'~ / ~ 353 220 - - _ RES RURAL RES W ACREAGE _ _ / ~ 1, ~ ~ { h ~ t ; / , , , ~ 1; ! c' ° ; 1 ~ + y '1 e,~ ~
7 , / 0815 02-95 1522 E B DISTRICT / / 856 04 004 = } 1 CLARIBEL SYKES ( ) ~a t , r a : - _ ~1 ! r' t~' ; t ` • 1 ~ . ' ~ ` I RURAL atsTRlcr , ~ i , , I~~I ~ ; ~ r ; ~ 1 . ',~/~,d~ ~ ~//A ~ a 'd y ~ ~f~/ ~ .f~ r ~ „/f~`~,~~ 1 ~ ~ . pI _ o~~ SEAL 9~ °
JOHN E. AND WIFE, ~ t ~ ~ yt 7? 1 11 l t i . r >i r f t ~ ~ - ~r~ ,1'd~ 436 704 - - - _ RES 1-FAMILY _ ~ F , { ~ .1. € I~`', I f ~ ~ r , r FAYE B, PICKENS / 0815 02 96 0140 (E B) DISTRICT / 858A-03 001 80, J ' t 6036 ~ ° ~-595.5. . ~j ~ ~ ~ ~ - y ; ~ + y , f , 1 , I l „ .•c} , ?00/" ~t/'/~ /~..~,r,• i. ,dj~ s~ J/tPi`3,Mr1! /li r~J f'^"""."~ b ~~"~~''~f _ _
/ .a ~ E ~ 604.6 t, i t r I i t ~ T ~ 1 ~ EDWARD AND WIFE RURAL DISTRICT ~fi ~ ~ , ~ i ; y y a ( , 1 ' ~ RES t-FAMILY ~ 1 \ ~ t ~ ~ ~ { ~~`ii~ ~ ~ w,~„j,,,.//~~ /jg~ ~l~l~j °'~~~1~ Pd~~i Yi ~'4 ~ k,,.., »yl,~a~% ~ CSI 2QI19 -
' DEBORAH GAYDOSIK 1381 / 281 0815-02-96-1444 (E-B) DISTRICT / 858A-03-008 ~ ~ J ~ t t ~ ~ i ' P'1 ~ , „ t 1 R~, ~ ~ e'r ~ o4'at t { , " r t ~~_e~'^ !/.r` ~ ~i° ~,,...M,' ~~~~~fi..>, • r P sj~ ~,~',~P/ ~"'~r`„~,a~ 4,df\~~ a,~ ~ I ~ ~ ! I / o ~ Qo .d o
RURAL DISTRICT 575.5 ~ d,~ c, ~t DONALD M. AND WIFE, _ } / ) ~ , ; l ~ ~ ~ ~ . ~ „a.a-° 6'+ 1744 46 - - - _ RES 1 FAMILY _ 1 ~ - i . r ? , ~ 0815 02 96 0790 / 858A-03 009 ~ z ~ . t ~ x ~ / MERROLE NARENSKY / (E 8J DISTRICT ~ + t ° ~ ~ : • ~ , „ r ; , t` M r ''h`'ac..a a° ~ ; """"°",•1~ ~ w~„°r°~s"f'=`~~~/bi°.~'°`- ; ~j ~ ~{1' ' 7 . ~'1Y/~~~ „ "a.4'` 'E~a k'~~~ ~ /r J 11111 ,1\\\~~
g 't t , ~ . , 1 ~ i fp ~ I ~ r e ! ! 1 ~(:I ~~1~, i t ,~~.-'a--~-,•~°-~"'~'--~..: RURAL DISTRICT t a1 ~ . E + ('26 ~ } a ~ t ~ _ ,rte, , r-•'"~` VINCENT AND WIFE, RES 1-FAM11Y / { " I dj 1677 / 826 0815-02-96-1910 E-B DISTRICT / 858A-03-010 ,.e' 1f ' ~ ~ ; fi' ~ ; ^ " ` ~ ! y L} ° ? r-"''/ i ~1 r~ ; ~ r !1 ' / k e • I ~ ~\,,;IM R~~ , i 11111
RUTH V. WINGATE ( ) ~ ~ ~ 1, ) t 1 } , / /f•~"° j ~ Jp r.r,~ }!~~~}11,19 ~fII1~
RURAL DISTRICT ~ f ~ r , \ ~ - '7-- / ROGER H. AND WIFE ~ 1 , , : e , ; _ - _ir " ri+ 993 423 0815-02-97-2002 RES/i-FAMILY 858A-03-Oi f ~ 1 E ~ / ~ ~ z ~ " ' t y t + ~ _ {=1' ~ Y""" JAMET G. SPARKS / (E-B) DISTRICT ,d ~ ~ t ~ ~,s ~ \ ^ / d a f ~ t l~ 1. t ~ ~ ~ t 1 k t t ~ I c' + tI : ~'G~
! ~ • RURAL DISTRICT t ~ ~r \ . ~ ,d i f 111~(I \~~,a is ~ ( °t Ta"l'~` , 616,,, ~ ~.o ~ ~ a' ~~1I } Il .r j ~ ~ .-.-'ter ~ I i l ie~~r i ~j~ 'ot ,\'9: , 0'~-.,~\ h,,.,,, ~,~j ~ ; r _ ~I `l.~
BILLY WADE BAKER 3780 / 374 0815-02-97-0222 E-B DISTRICT RES/1-fAMILY 858A-03-016 ,~f + -l~ a ~ ~ l~ •1Ca~'~',~~,t~• ~ pro;,.` 1 ~ \ ~a ~tY¢w f , - _ - f i 4 C 1'
RURAL DISTRICT (f ~ f ~ J 61.4 / ~ ~ ~ - ~ ` ' ~ ROBERT L. AND WIFE, _ _ _ I. t t ~ ~ r- ~t'~`:,, ~ ,J~ • ,2d 1043 / 834 0815-02-97-0636 E-B DISTRICT RES/i FAMILY 858A 04 001 ; I ~d 1 , . l r' r; , ,ti ,l ' : 4 ° ~ - '-'s~. u PAMELA M, DENMS ( ) ~ ~ - r"° ~ . ~ ~4 1 d ~~B,Iwfi; • ~.~`_4'ds`4~~1 !1 ~ ~ y w~ ~ ~ ` y / f ~
, RURAL DISTRICT ! ~ ~ I I 1 / r^ / / ~ .,,f" t 1,.~ v~~ : { , ~ ~6~i'~~
+ ~ RES 1-FAMILY ~ _ p I € ~ f / ~,9¢ 3.5; , ~ rV ~ a,, ~ 4 / / WAKE FOREST BUILDERS LLC. 3939 / 269 0815-02-98-0094 E-B DISTRICT / 8588-O1-008 t; i 1 1 6a9 p r` / ~ '1 ~ 'fit ~ ~ `:',t ° I f f f f ` 9 ~ ~ a~ _ ~yl 111 ~
RURAL DISTRICT ~ ~ ( 1 ,i+ ,tla , , ~ ~ ~ } € ,fed;' r/, tip }!I }t~~4 o, ~i°m m.... a Yi°~ TRINITY BUILDERS LLC 2765 / 152 0815-02-88-6254 E-B DISTRICT VAC RES/DEVELOPER 8588-01-009 ~ 1 r• k e~ s`t~~ ~ " m E r-.~P Fr( l fr~~,' ~''~/f~~ ~ ~ ~ ~.d m~ ~ .,T \ ~ 3A~ h ..A qP ° / 1 ~ I ~ ~ ~ ~ pry ~P 4751
`t m Q ~ ' I ~ 1 ~°)I~ p I, , ;j• v -~r~ f ~'"'.r%,% ll®,; RURAL DISTRICT ~1 y ~ . ~ ~ t< ~ ° ' r , ~ " j...t,, I ~ ~i f s~, ; ~ / DAVID ASHLEY & WIFE NANCY
,3, 3705 173 0815-02-77-9730 _ RES/RURAL RES W/ACREAGE 858-01-0328 I~ 1 i . ' ...n . ~''t t a `'~'~;'~s~ ~ u; k / (E B) DISTRICT ~ ~ i s r ~ ~ ,G~ c : , g... ~ aka ri A. COWAN , ,~~,V,,ke Ect ..~-''f~°~! 7 .-..r-~/~ pJ,~ ~ ~ ~ ~r° - n 1 ~l ; ~ ~ ~~~1 v,~ ~ ~I
I ~ ~ ~ ~ ~ ~ ~ A rr~r"' - , trt !l 3t .rmm.~.,.""'"..- ,bA ECt ~i RURAL DISTRICT ....q 4/ Jf, j f•r``..--! 1 i 9\t . / WILLIAM PERRY SUGG AND WIFE, 2258 449 8 -02-7 -5339 RES/RURAL RES W/ACREAGE 858-01-032A I? ~ ~ t + • a ' r' " " ' ~ ~ ~ ~ 1 ' o ~ / 0 15 7 (E-B) DISTRICT ~ ~ _ a ~ . • ,1 ~ , 1 ` ' ~r°` ~/f ~5~ ~ ~i5~ir~~ ~ ( ' f r.~ , r 5 . y'~`'f` ~ a . w , 0 "~A ai- ,_,M. f / f ,~/'%I7dl a °o` ~ ~ ~ ~ •17_.x° 1 ° ~ ~ ~
iAMMERA JEANETTE BROOKS , ^7` s I o E ~ ~ ~ ~ ,~~rrq~#lscoe w ~ r t• ! ......POND. 5. , . ~ ~ Q . 0 sr a g ~ .~',,'f _ RURAL DISTRICT ~ ~ / ~ , ~ ~ C.E. GRINDSTEAD AND WIFE, ~ O ~ 1N ; s : , ~ b
LORA F. GRINDSTEAD 357 / 520 0815-02-77-1407 (E-B) DISTRICT RES/RURAL RES W/ACREAGE 858-Oi-0058 / ~ , . ~ r~s'~ "i # i V~~ ,:ere+~-'sF;.w%~-' ,t"~f ~td~ 11~ pJ'7 qUl a~""`,„„,,,,. -r''so~;~,m^ ~p j - ~ r- # ~ ~ F~ : ~~r //y~P°,J'` .r~ ds 1 ! l ,l ~ , rf ~1 ~ 5~~° ~d~""~ } i i ~ r`~~' ' !°f'~r~ ;1` ~ ~ ~:v.. U
RURAL DISTRiCi ~ ~ r"'"I a~ f • . , ~ 1 , - MARIE DIANE COOPER AND - - - _ _ ~ V f / jt , s- _ ' ~ ~lt~ ~r~ 1/ ,~~J ~ r PI. ~ ~ ~ 1 ~ ~ ~ ! A3,~.~.,~ ~~~~I 4 ~w ~ P/ P I 1
BARBARA COOPER ROBINSON 2083 / 87 0815 02 57 8520 (E-B) DISTRICT AGRICULTURAL 858 Ot 020 1 ° ~ ~s`~~~; , , f g; - ;p;' ~ ~ ~6 'y;, ~ / / I? ~ ETL AND: Wit'" r= . , . 0` ~ ^ . ~ , F " RURAL DISTRICT ~ / r ~ z ~ ~ ~ t ~s ~ r ~ [ 1 I d ~1 tl ~ ~ ` j~~{~a I ~ I ~ i (~7~ ~ ,err. ~ ~ ~RK 1L15 ~ ~ I~
ANDREW L AND WIFE, ~ / . /s'~~,d,--~° ~ s' ~siC: 7~~~ d ' MARGIE M, REVILE 1652 / 986 0815-02-55-9981 (E-B) DISTRICT AG/ i-FAMILY 839-Ot-032A 'g j,~ ~ ~ _ f~ fd { 'r ~ ~ ~ f,,a' ~l`~~`-'°.,.-°~1 ~ ~ 11 • ~ f , ~ ` Pte' ' ~ ~ f ~ l y`{' d,3~,:'{,~~°~~VK P S°mi I~ q
~ ~ "`~9 ~ t} k s RURAL DISTRiCi ~ 4~ 0 % 75 , ~H~, r • °k"a~~,. C ~ J - JAMES 0. BARBER AND WIFE, _ _ _ VAC RES RURAL <f0 ACRES _ _ ~ . ~ ~ t +5977 f °56`' ~ v • ~ • ~ ~ . ~ , 'S~ ~ 989 / 25 0815 02 65 5687 / 839 Ot 032 \ t Fj ~ / , ~ p , -
AMANDA J. SMITH (E-B) DISTRICT ` t 1 I ~ ~ 86 , , tntnraia~_ ~ , , , 54 ~0 ~ ,?}d~ RURAL DISTR~cr , } ~ / ~ t . d I r.,..., { ti ~ ~s'` ' " ".,d ,ff(~ ~r"' ~~~8 f 8 1 ~ ~ ~ ~t 4\~a, ~ ~ ~ ? ~ °`,~,''j ~ r'~ s,„r ~
, ~ JAMES D. BARBER AND WIFE, 407 241 - - - _ AG f-FAMILY _ _ f ~ F• 1 ~ { ~ /19i?. ~tJ / 0815 02 75 15 3 E B DISTRICT / 839 Oi 0198 3 ,r' \ • l 0 j 1 y . g ~ • v~ , w ~i~ ~ , ~ ; AMANDA J. SMITH ( ) t / I 9 ~ ~ . ~ € ";r..._.. ~ i ~ a j 1 ~ ;r ~ K. hfr,`"",Y.~.._~''.''~'.' - r "~,a,^ '`°f ~'`,f L. ~''+et, a'~~\~~/,,~ _ ~t` _ ~,~r i / ,--,W T I~ ~C
.M-^" ~ 1 ~ a ' ~ ~ f ..fi~rr ~r ; f ~ - ~ J~ j / J ~r:,..~ ' a ~ ETB@Y¢'`L'°'t, } ~ ~ ~t~Pl~°~` tx .--F'~; ~f e`~ ~x'"'~' s~, v >
F w ~ ~ l l i l & GY t f iJpG' I' _ e„~'+e~„- s ~"'-,...:-_t , vv ~.n . 'lu'g ` 484.' 'S,\ el. ' • 'L ~ ~ / ..r'~', ~ .m.~. µ 1 \ \ , t
f +595.3 ~ ( ~ s ~ . ~1, . I ~ 'I ~ 9 111 i ~ ' ; ~ 'r r.~ , . , r.:~ ~ „ `S 90 - ~ ,
yy CURRENT PROPER T Y OW NERS• / . , , . ~ .
d/ / t` d l 1$ ~ 1~a+r1,1((/I./ ..~J^'J~...%~ .1.^ - ~"•*~a^^- / ~ ~:.-n°,"' ~ z a ~ , WEE~~ `fir ~f~°~ ~ • - _ 7..,;~ ~~;p'~~.: ~-r` - e~~1Er~
SUBJECT PROPERTYOATA ~ ~ 1a t , •t• • • • • • A • • t D, . / P•B. / ~ s s , ~ f ,.,.fir'' ~ s r ,1 , ,.P.l ~ SUBJECT URRENTOWNER MAIUNGADDRESS B PIN 3 j f ~~/P ~ ~ ~,a
C ACREAGE ~ ~ ~ ~ -._._.Y PROPERTY PG PG ~ l d ~ E`t { ~ ~ ~ : , . r' , _ . f ,n,d-- ~ ~
179 TIMBfRH/LL PLACE f r + ~oo t1 ~ i / ;,rw- ~ , r ~ , 59.8 e~ @ a A SUN FOREST SYSTEMS, INC. • 1I , ~ ~ _ f~~r;---~~ ,~~'s w - ~ ~ N P H/ L NC 17594 4657 / 848 93 / 11 OBiS-OZ-85-1866 .95.74 ! i r----._ m.-.,..... ~ + L x. ,f...~ ~ ~~5~~~ ~ ~ { fit. , 5 .6~ ' ` , ' > r. r +x96. i ~ ~ '
~ c t \ 0 ~ e,~ 6 ~~°`-ter ~~{/'j/~~f ~ { ~ ~ '.t, ~rk...,..~. / dq~'4~~„°"'- `?~i~'iM'~~..r``~'"w't~''„~" ~@~ -u~~~f`~ _`~'d"d~,'r
119 TIMBERH/LL PLACE - 1 ~ ~ CAPSTONE VENTURES,ILC 0815-OZ-87-6340 d' ~ + ~ ~ ~ s .s B CHAPEL H/Ll NC 17594 4355 / 955 78 / 11 98.69 ~ ~~uw~ w ~ 1 j , t c ~ ~ ~ y} ~ f" I ~ .1:.`. ' . ~ jdd'~&"~f.r~J " _ ~ 4 h 8 ~~ra ~ ~ r''~ ~ ~ ~OJ ~ f/~:./ fj~~~ 8 ~ ~ f ~ ~y 588.1 ~ ' ~ i i
\
597. I ~ ~ w ~ ~ ~ l ~ of ~ t\ 8 ~ t. ~~p' ~ z~ ,r,~'' ~ ~ .~,t d' p _ ~ _ /^m"." q....~.,~.-_ r"R \ ' "8"v~~4 r,,
~ ~ ~ ~ i . ~ ~ i 1 5857 ~a 111 ~I k ~ \ . . ~ z ~ ~ i~ a o ~
\ 4 t I ~ ~ u~ I 506.1 0 ~
( f ~I ~ ~ ~ ~ ~
1 I d''p ~ ~ \ ~ +
LINE TABLE ~ r r ~ ~ ! 1 a ~ F ~f . a / WETLAND AREAS I / ~ ~ ~ ft , , ~ f ~ I ~ 1 ~ ~ I ~l ~ ABP R$ ~ ~ ENA ~ ~ ~ , ~ ~ . ! ,.,~r'' ~ @ I y, ~ 1 111 rr ~ ~ ~ ~ 1
~ ~ LINE LENGTH BEARING ~ o f , I ° ~ 1 0 i ~ I ~ h t~ /A ~ J ~ ~~Aro ~ ~ ~ 4837 OI !~I.?,.~ _ ~ ~ f~,
AREA AREA S.F. AREA AC t >r " ~ 9 L1 194.92 N02 47 08 W ~ i ~ ! < ~ 1 ~ `k . 1, ~ `1 ~ ~ I 1 ~~~~~d ~ ~ ~ , ' 4 ~ 483. ~ . ~ ` ~ -¢'x'`14-- 0
~ - ~ A 14 754 S.F. 0,339 AC t1 L2 209.29 N03 34 46 W ~ , 1 E l _ _ - / ...-.,q, y/~~ ~ ( ~ / A
8 19 802 S.F. 0.455 AC • ~ ~ w-- / ' ~ / , L3 160.15 E fl ~ /f d r S89 21 35 E ~ ~ } ~ ~ ~ \ i f ~-'9~~ / a~/, . ~ . 4 ~ r ~ ~G 1 ~ 1 f / / 1
, „ ~ l ` ~ -{-585.3 ~ ~ •.I ~ ~ ~ , 4 .F. AC ~ \ C 1, 52 S 0 035 L4 62.32 ~ 1 ~ ~ ~ ~ , I ' ~ ~ f ~ , N89 31 24 E ~ c a , ~ ~ / Q l ,
! £ ~ 9 FXlSTl~630'0/N . ~ : ~ ,.1r -m..°"' 2 975 S.F. 0.068 AC + f 0 L5 DOES NOT EXIST 1 < 1 • ~ I POWEr7~JJPAFNT r ~ ; ~
E 2 247 S.F. 0.052 AC . ~ ~ ~ ~ ~ 1 d / - ~ ~ , L6 167.46 ~ I f ~ 1 ~ ~ 0 , : ~f . f / a ~ '.°.+-~o'."„"° R~~~ ~ ~ \ 4 f'~.~' ~ ~ ~ 1 4 ~ ~,.w. ^r*~ A - ,p - ,~AiTw{, ~ ($f'p+'wr,^^_
F 1,037 S.F. 0.024 AC • , /I r % l ~ ~ ~ ° 1 ~ 1 s L7 116.83 S01 08 55 W ~ ~ ~ (2& ~ r" ;~f ,,~/j ~ ~~1 ~ ~ 'y$$ \ ~ 1 " ~ ~ ~4 ~p1~ , <t~°y'\ ~ ~ ~ ff "p f f f ~y
TOTAL 42,339 S.F. 0.973 AC L8 90.51. S00 14 27 E ~ , ~ a r • I ' ` ~ d ~ , , -~'~,~i'~ i ,
L9 1 12.39 S00 20 15 E ~ ro F . ~ ~ ~ e j .
~ jj / O' ~ ~ ~ r _ ,!l f ~ /./yam L 10 44.25 S00 19 17 E I i ~ ~ ~ , , ~ ~ ~ m-- / szzs f ^^-^••°s + e".". ' 1 ~ ~ J[ !gig s;~"i J' f ~ ~ lp { ,~a . d .f~ ~ ''J ~ I 1 ~ 5115 2 ,"1~ ~ ~ ~ ~ (,t p/~` ( ~ s~ ~ ~ f/d ~ 7:a" "~"w ~ . °v ~„i P, `y °-4451
cv L 11 183.16 I ~ } ~ 1 ~ ~ ~ u . 1 ~ ~'1
~ f L 12 67.38 N83 20 48 W f I ~ ~ ~ a ~ ' ' r, . , fi { I~ 4 r ~ ~ 9 ~ 9 ~ r SFR~ ~ ~ w n ~ 1 ~ E 1)e ~ ~ ~ ~ 1 I ~ ~ ~~"fl~„ ~ '~'3. '~s" / ~ \ rj( X8.4 ~ ~ ~ 1 ~ \ ~ 3 ~ 1 J Y • '`~~~,?f(Ff/47 47 ~ ; ~ a, ti~ s°~ ~,s`' .?,d
, „ f -.,~Y- ~-1.$8:`1 ID ; ; f ~ f ~ € _ ~ f 1 L13 179.52 N83 20 48 W 1~ { 1 o •1{.~ p / .~~>r_-,. ~,~ss - ;I' r E{ % ~
NOTES: L14 79.95 . r--,,-`/ }1 , ;rl/f. off < ~ N84 07 40 W / I i ,ail ~ ~ STREA~~PPEAR& ~j ~ f ! d ` ~ \ ) ~i ~~,~?"s^` r,~''d H e R`.,` + q„°}'~, I I ~f I~~ 3 4~ y } ~
o / ~ I , ~ r 1, f'°~ ~4 .f 0 1, AREAS SHOWN ARE SUBJECT TO EASEMENTS OF RECORD. L 15 100.27 N84 07 40 W ~I~ ~ 1 ~ ~ ~ d J' ~1R~,Y, DO 'IJOT R .P{ I~ ~ ~ ~11 is r' 'e~ 7.7 ~~d~ t,bbbr, `~~+a~ 3 S I ~ a 1QQQ~ ~ j? ~ d ~ ~ 1 jr~ , ~ f~,b15~ 4 8 ,..0 1, r ~P 5 kr 1 ~ i 445.+ y C ~ LFIXtE NOT ~ i, e ~ ~g j~~~P ( ~.p~ ~ ~ ~ r l' ~ ° y~~ f $1 tN ~ , ~ t f r I ~ ~a~hn ~ Melton
N W -,,.f R A BY COORDINATE METHOD. i' ~ ~ _ 2. A E L 16 99.76 N84 12 12 W ~~p ~mm ~,,,.A d ~ ~ - ~ ~ ~ , / 1 ~ $ , ~1 s ~ d ~~fl '`,t `',r-~" .j' s'" ~ ~ ~ ~~~'87i~ . 68.~~1~ ~~~~1~~` i.-~~ ~ ~
O 3. RECORD REFERENCE: D.B. 300 PG. 237, D.B. 1251 PG. 422, L ~ = 3_ ~ , " ~ ; - . , t 1 , , a I,,,, f~f~ _ t _ ~~T y.. .sue ~ ! ~ , t(/ f ' :a- - \`~A~\ ~ f~~ ~ ~ d~`~~°~~~,{~1 ~ ~ ~ PPP „ , a ~ ~ ~ ~ ~ ~ ~ ~ Asheville, NC
4 P . 17 P.. 1 P . 1 P.. 13 PG. 11 P.B, 28 PG. 12 L 17 95.58 N84 12 12 W / ~ ~ - - - -T ~ ~ i ~ a ; ~ ~ ~ f / 1`,~a ~~0,, D.B. 101 G 8 B 0 G 58, B ~ : _ tl ~ ~ I ~ , , ~ . ~ ~ l , a 4 P I. N M R: i - - -7748 0815-02-76-0043 L 1 ~ i-. ~ ~ =~t`~ , _ ARCEL D. U BE 08 5 02 66 8 10.01 N84 12 12 W ,rte ---s ~~:'1'~,c~ ~w_~ ~ E~, ~ ~ ~ „ i~e~ v ~:P%' L ~ ~ ~ ~ ~ ,'n" ` 6 i i~, '4Ii ~ ~~~sll ~ ~ 828-253-2796 w~il 1. C, ~ w , t~ ,o-`~'"" (91 ~ l ~o a d ~ ~ ~ 6.11, IIVVHH~ .'~_„r- } ~ ~ ~ - 'Q z~.1 j ~ 'I ~f = i ~ x,,11 t i } L - Charlotte, NC
0815-02-85-1866, 0815-02-86-3713, 0815-02-87-6340 L 19 120, 00 N88°03 44 W >t ~ ~''N~~B` ~ ,~,1 " ; -~°-°"'~r g ~ 1 ` _ ~ ~ ~V, ~ i~ 1~~d 1 L1 1 i { f :.°~J ~ I S { ~ R ! I ( , ~ ~ I 704-895-905 I
w , 0 5. RAW ERROR OF CLOSURE FOR THE FlELD TRAVERSE alp ~ ~ f " ~ ~'3~ • 11.1, ' ~ L20 138.94 N88 03 44 W ~ `e. ~ ~ ` ' ° v ',r ~ e t Yf' ?d j ~ ~8 5~7 ~~nS 9 ' .».,'a" ~ ~ gib ~,~72~' r7"~ 1 ~~°~1~6 ~~~r~ ~I~'~~ ` I -E-4450
WAS 1:10,000, I , .e ~ ~ ~ ~ „ ~ 1 ~ ~ i T R°~, 6 4 .4 11.1 ; / : ~ ? 6, THE DISTANCES ON THIS MAP ARE UNADJUSTED L21 130.00 N88 03 44 W ~ `Q ~ X52 ~ -r j ~r~ ~ ~ € "q~ , 1 c' : r~r f : ~ ]~1 ~~1 a~\~ ~ ` ? Greeneville, TN 1 ! u ~~.1. 1 r , t f y' ~ ~ t H ~ 423-639-027 o ~ J f ~ Poi 4~7 "~s~, ~ ~i~1 1~~~~; ~ ~ , = 1' 0f~ ~ f
HORIZONTAL GROUND UNLESS OTHERWISE NOTED. , „ LI~L L - 2 I ~ ~w ~,~.1` J r.-., 1 .s, ~ ~ ° L22 145.00 ~ ~ o N88 03 44 W ' 1' o ~ f b, If ° ~ 1 j ~ k r i l [ ~;;~a'06~ i.`` ~ j~ 11 ~ - ? Knoxville, TN
cJ 7. ALL PROPERTY CURRENTLY ZONED RD IN THE EB DISTRICT. w, ~s J 9{, • ) ~ ~ ~Y. • 81 a ~ - p ~,,°-q,. ~ ~id~'r 'I f~}51 L23 126.60 ~ 3 , I` ~ 1 ~ - 865-546-5800
8. THIS SURVEY CREATES A RECOMBINATION OF EXISTING N88 03 44 W I'~ / ~I ~ [ ~ ~ PARCELS OF LAND IN A COUNTY THAT REGULATES ~ f 60.x15 T/F~ 1 r ' \ - f 1~ ~ k s ,ta 6 + (~6 M ~ ~ ~ ~ ' ~ i°~~s `~~;~'W' 1 f )1 +1 tl - - ~ 1 ,~I~ ~ , - 691- 1~1~ f"/% ~~`'~~,d,~ ~ ~ ~ 1 ~ ? Spartanburg, 5C
PARCELS OF LAND. / ~ ~ 1 + _ ~ - G99 ~ G9S ~ = -c'-.~. ~ ~ ~(It~ 47a ~ i ~ ~ le, ~`rf mod' d~ ~ ~ ~ ~ 1 ~ 864-574-4775
r` ~ 1 1 ~ `•a,. "gib , f 1 < ~ ~ 1 ~ I ~ -..""~,.~aP1/ d 1`d~,~ % ~ 5tP s ~,d `vy. London, KY
f _ t.._ - - _..v.-. ® ~ ~ /I 6 3 , m ~ ~ r~ , ~ ~,~~~C ~ r ? 864574-4775
~ ~1 , ~ ~ ~ ~ ~ t ~ ~ -f-4 .7 , r ~ - ~7~,,... 9s f 1 ~ fA. '1 / -F-445s "~-W,, Middlesboro, KY r"'" j ~ ~ ~ ~ ~ l ~ ' ~ ~ ~ ~ ~ f~ ~ ,,~~M ? 606-248-6600
i1 I 517.5 ,r r / + f 1 ~ I , ~ . ~ ~ ~ ~ ~ ' f ~ ~ I'~ -F ~ ~~~•r'`~~ ~`~-%>r~ e-, ~ 4419 www,vaughnmelton.com
c~ ~ j'' 1l ~ ~f ~ L 01 ~ r f~ P l ~ - ~ ~ ~ ~ ~ ~ f ~ r ;V M Copyright ®2007
. , v a ~ w- ~ t ~ ~ ~ ~ f ~ ~~!"1 -X440.8 w,; All Rights Reserved
DATUM DESCRIPTION Surve of Existin Condititions b , / f ~ I ~ ~ °~a~.~,-'...~•°`r .-°'..1.~' I D THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT ~ C-~- \ @~.o ~o b i ~ / f E 1 /f ~ d ,r ,r+ ~ ~ ~ I ~ ~ ~ ~ ( } ' w~'..."~~ ~ ! J/PAP P ~~f d Etd{ J 441.1
N IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY ° 1 /s- -1'~'r=~ ~ /d/t . > , ' rte`" Sv' for Pro osed Hi hland P rk i < , , ~ , ~ ~ -
E VAUGHN & MELTON FOR MONUMENT "TR-3" ~ ~ ~ \ , f , ~ , ~ - ~ WITH NAD 83 STATE PLANE GRID COORDINATES OF °°""I j1 I ` / / ~ - ~ ~ - 9 f +.M~..•;,,.....,: ~ ~ ~ Pf~~~ d1`1~O ~ 6 fl6 ~ DRawN: D,R.D, / ~ ' CIIECKED~ P E D B
Subdivision for Ir~-- ~ ~°°~°..~,5~~ NORTHING, 855441.158 ff FASTING. 2016453,185 ff ~ ~ ~ ~ 4 9. ~ ~ ~ I '"._.".r,` ;?j~~ p" dt~ ~ ~--4411 ,O.~L.
- THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT I l ~ ~ ~ d ~ ~ ~ '-~-q Key th Brown , , , . ~ ~ - -n GROUND TO GRiD IS. 0.99996015076 ~7 ! ~ ~ ~ • ~ ' _ ~ 6 JOB N0: 30720- 12
THE N.C. LAMBERT GRID BEARING AND 7 I ( ± s tr~~~ r ~ y p1;,,S~ / - 0. ~ ~ ~ ~-~'~a-_ ~ ~ ` ~ SCALE: I " = 200'
Sun Forest S stems Inc. ~ ~ ,A ~ LOCALIZED HORIZONTAL GROUND DISTANCE FROM Y 9 ) i . rr, ` /,~,'~r ~m',~'/~ ~-a ,r`•,.-<'~- ~ ~ ~ , 4Y u n I / ? k~ J''~ ~ ~ 9^' r ,~°"~».w^""". ,tea TR-3 TO NOTED EXISTING IRON PIN 1S i~f ^y , q ,//},r',..•-~ f f' ,.-•°?I - e',_~ ~O ~ , , 6 ~ ~ 1~~ ; , , ~ " -{-4411 ~ ~ r ~ ( DATE, 12-03-07
Total Area. 115.34fAc ~ I . _ ~i ~ , m N 32'09'18"W DIST. 118.19' ,~e ~ ~ /r'°• ,r'A r- .
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES f I ~ ~ > ~ -"C ~ - ~ „~•I~" -^~I _ •.s` -6 c d ~ VERTICAL DATUM USED IS NAVD 88 Area 0n N T ~ ~ ' ~-P ~ . ~ ~ ~ I~` ~ t ~ i , ~ ~ a ' FILE NAME; PERMIT - 511T 2
a~~' ~ t"~~ • ~d ~ ' 1 ~ ~ I r 1 + ~V ' i r p~ DRAWING TITLE: / ~ ~ ~ ll~,~ + ~ ~ 1 ~~i h; t i ~ ~ a, 439.0 1 a
- 3 8 Ac , r..e_ ] 471.3 s ~ i d ~ 1 ~ ~ 4~ ~ ~ ~ ~ ? ' ~~;~1~~` ~~11438 4 ~ ~ ~ jet Q EXISTING
f o w--,,-'s`ue`" ~ . - ~'`e"~ d` ~ J l 9 ! { ~ 1 i ~ s P
GRAPHIC SCALE ~ .r- ~ + ~ ~ ` ~ ~r ~ 4a53I1 _.1 I~~~ ; ' ~ I ~ #~~II~"(~'z~ 1~,~'~ ®VERALLSITE 475 r ~d 471.7~~-,- _ ~ w ~ ~ ~ ~ P ` CONDITIONS
~ zoo 0 10o zoo 40o aoo I r') ,I, ~ / _ ~ e~1 U~ ~ T 1 IC RI/1T A , r. , ~ t,9~1f I / f ~ s : -z x . ~t~ ~ / I m~ ~ / ~e' q' ~ ,fM ~ 1 I ? I i ``t 4 1 ~ `"p ,1'a^ ~ 1 ~ a 1 ~a''/.5'~~~ ...ate ~ vl ~ .u1--- .~~«'_.,-~`r__.t:h. r: It T . -_`-.-"_„a ~I ~ ~1 ~ I I ~ a. ~ ! t ~ i k I 1 7 t c g1 -~-4?R 4E 1 £ P r' c I 1 1
b I 10 11 %J 1 M r ~i i r <r ~x r sa rvrrrt --r=+ r~-rarr~~~r~r~ry~ rxarr~r; ?y ?rrXPf//. d ~~~~~(„f iI III 1 I 47ilfi 111T 9] .9 z 4 o§41;e`:1i i Fly I? e a° k.~ 1 i S
s= J BARLIFFhACE DRAWING N0.
U ( IN FEET ) RECORDABLE PLAT
1 inch = 200 ft. v: 2
v

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~ ~ ~ ~ , i : t~" , ! ~ ~ . t 648.3 fr f f d ~A'~/" ffjp i j~'aJf ~ `q~ ~ 1r 1~ f~ ~ ( FrB' F v i""" l ~^.r. P ~j F ~ ~ p t ~ ~ / 5 j~ d"'°` J
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LEGEND f ~ . ~ r
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PHASE 5 PHASE NUMBER f ~ ~ , , I f , ~ ~ . f t ~ u5 \ ~I r° ' .t ~ Iola , ~ t s 1 ~ ~ ,f ~ . L , 71
1 r `I j,~//~ ~ r l : II ~ r .y E , r ~ ~ 1. I € ' i I~ 1 f ~,j t C a a PHASE BOUNDARY 7 , . ~ r f ~ ~ ~ . r 1 agt. I
,,r~ I 11 , I' c l r; rt 1 4 / r a t 0 , a r ~1 ~ 8 ~d~ ~ I I~~~ t ~ ~ 4$ / fjM '`'"r,,•""~s,~ -.sP ~ Y'~7 i ~ ~ `w~^ ^~m
~ ~ f 3 \ ~ ~ i i ! . ~ ~ ! : 1 ,1 f~1 ~ 693. ~s~ LOT NUMBER ~ ° E ~ i r I, ~ ~ I
5.8 F m F 1 ~ ~ o ! , u~ ° t ~ ~ ,~~;~I ~t~ ~ I qy P~ / f , / 5 ~ ~ °a ~ ~ 'L, ~ ~ ~ an i f 4 " f ~ F ~+n. z f ~ 9 ~ p = g~ 11 F '~'1~~ ~ a ~~~e....,.„~ dip
ADJACENT PROPERTY OWNER ID 1 ~5991~ ~ r ~ I . u ~ l
PROPOSED NATURE TRAIL (PAVED) ~ / r I ~ ins ~ ~ i,;4~,'. ~ ~ ~fj ~ ~ ,~P ! 9~ ~ p i b\\' ' e ~ , i I ~~'sa~k~~~' 3'i t ~p~ ~ ~ kt $ ` '4a ~ 3 I
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/ Q } \ t~FE _ a ' . ~''°ti`ti,4``~.~ ° ® 828-253-2796
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1 s S ~ ~ ~ Greeneville, TN
1 ~ ~ 10 R ~ ~ ~ ~a ~ , 6S ~O 6S J ~ d 423-639-0271
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/ ~ ~ ~ JS1 ~ a \ 606 9 48-6600 www.vau hnmelton.com
~ ~ r ~ ~ ~ I ~ ~ ~ ~ 3 ~ ~ \ Copyright 0 2007
~ ~ , JU ISD k e ' > All Rights Reserved
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~ ~ ~ . f f a m a_ ~ _.~-4..-~~ ; ~ ~ WE POI 'P~WE POLE ~ ' ~ Spartanburg, 5C 864-574-4775
/ ~ London, KY
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~ ~ ~ I - 1 O / t ~ Middlesboro KY
IL! ~ 606-248-6600 ~ •
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a , ~ ~ Copyright ®2007
o ' ~ _ ~ All Rights Reserved
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? ? ~ ~ e~ 7 ? LEGEND ~ ~ ~ s~ ~ ~ E _ _ _ _ 3 - ~ ~ ~ I~ECE-WID ? ~ i - ~ ~ _ ~ ~ ~ 864-574-4775
. , d ~ ? London, KY
r _ Gn{~;7 ~ ~ 1f - I ~ 864-574-4775
~ ALTERNATIVE WALKWAY , ~ ~ ~ ~ ~ ~ 7c26o ~ ~ ~ I ~ J ~4 7a4~'sF ~ 3' 0.17 aAC 7 ~ ~ ~ ~ ~ fi, ~ ; ? Middlesboro, KY
~ ? ? ? ? ? (PAVED ~ ~ ~ } /pp ~ ~ I ~ I ~ ~f = J ` % ~F° s ~ ' ~ 8 606-248-6600 I ~ 74 l 260E
Q° p ~ f r J 4 ~ o ~ / 7'67 AC 17 ~c ~ ~ www.vaughnmelton.com
1 0 0 ? NATURE TRAILNVALKWAY , ~ ~ 7` ~ .5 _ ~ ~ ~J, ~L .r_ _ - - ~ I / ~ Copyright ®2007
g 11111111 ; ~ ~ ~ _ ? ® PAVED , f ~ ~ ~ ~ f r - - ~ I ~ ~ I ~ Jn ' All Rights Reserved
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7,828 SF I ~ , ' ~ ] ~ s~ ``sue STORMWATER CONTROLS FOR ALL FUTURE CONSTRUCTION PHASES J
1 1 ~ 0.18 ~,C ~ ~ 1 ' ~ ~ i ( - x - - ~ ~ ~ 11 ~ ~ ~ , ~ t ~ 140 W , ~ ~ - - - ~ I ~ I 8 ~ ~ , / I +4787 SHALL BE CONSTRUCTED IN ACCORDANCE WITH PERMITTED ~ ~
~ I ~ " 1 ~ ~ 7,787 Sf I C - i -8'~7 rt-,- - ~ 9,323 SF ~ ~ - - ~ '20 TEMPOR RY I I I ~ .1 ! ~ ~ ~ t 0.21 Ac , t=~ C CONDITIONS. P,,, ~ ~
~ ~ I ~ ~ k - _ "~G''AE~I~~LcE TH,~CITY i ~ t f r r !+1 - - - ~
{ ~ OF URH STORM ~ ,O I f ' , ~ ~ R. ~ E T ` ) I ~ . ~ o zap c .,.A I 4A I ~ s
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~ t 2' pip a ! & Q3
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~ ~ ALTERNATIV O l f E WALKWAY
\ ~ ~ ~ r'~, ~ ~ ~ ~ _ ~ he 0 PAVED
t I ~I I 'a I ~ I ~ ! I~ r i if i
~ ~ ~ `ti I, I ~ 1 3 ~ ~ ~ r ~ I I ~ t ~ ~ I 11 ~ 1 ~ ~ D ~ N . , ~ 1f ~ 1 1 1 1 1 1 1 1 1 1 1 1 (PAVED) TRAILIWALKWAY ~ ~
I 1 ~ ~ 5 CO 0 ~
7,308F ~ . I I~ ~ } ~ t ! 9 ~ 9 I ; ~ °~A ~ ~ I ~ e~ 0.17 a ~ ~ a,Qss s~ I ~ 18 ~ I ~ ~ 1 I t I ~r ,17 sf M
~ ~I S 0.19 AC 'i 250 ~,F ~ I ~ ~ ~ ~ 1 ~ ~ ~ Po 6.23 AC l,.' t? • J
I ~ i t ;19 A~ 3 1 I I~ I ~ ~ 4 8187 SF ~ I I i h I i 4 t ~ ~ ~ ~ I '1 ~ ~ I I t ~ ~ I I I ~ ~ A IAB WID 02 N I { 0.19 AC ~ ~ i, t ~ ~ I ! > ~ III 11 I I i l l l l l l l 11 I I I I I I I I NATURE TRAILIWALKWAY (NON-PAVED
~ I ~ I x,s2 s ~ ~I { ~ I ~ I I ~F RHA TO / t - I ~ i I~ ~ I ~~1a c I ® °15 ( 1 I I I I~ ASEM k
N ~ € 1 ° a A 7,674 SF I _ a
7 t ~ ~ 0.18 AC a I f ~ a 7 I I 1 ,I I ~ I 't{ I fl t ~ , I ~ 4 7 95 F a ~ ~ ~ ~ _ _ t, ~ ~ ,f
~ . _ °1 I ~h ~ R ~i I "t ~ •b,. 4 I i 0.17 A~ ~ ~ f i 8190 F 1 I ~ ' I , ~ , ~
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, u 1 ~ o ~ DI R ON 1 ~ > r f
~ ~ - E ~ , J I ~ ~ ~ ~ ~ I ~ it i ~ ~ - x I ~ ~ ~ ' 7` ~ ~ a E ~ ~ ~ I .L I a I ~ ; +1 ~ 7sss sF ~ a t ~ 1 IMPACT LEGEND
1 ~ v I, , t ~ t - ~ ~ t . ~ ~ ~ t ~ ~ n ~ ~ i i , d J ` `I J/ i ~ ~ y i ! 1 J ~ 72. ~ ~ !
~ ~ ! ~ ~ ~ f ~ 1 L - ~ . f ~ ~ ~ rr.fr rrf... f.. fr{• if •rf f • • •r• frr•• ~f{=~~~:::rff:frfr~rfrfrfff~f{r ,rr ZONE 1 -NEUSE BUFFER IMPACT
I j s ~ , i ~ ~ ESP ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ; ~ ! ~ ~ n ~ ~ ~ t f ::r••;..t:r:•r:? ~r:•::rtrr•f.: Asheville, NC
~ I a 4 I ~ r I1~ ~ ~ ~ ~ i r 4 111? I , ~ ~ ~ ~ ~ 1 t ~ ~ i 1 P ~ ~ ~ ~ r f ~ ~ I ii~a y ® 828-253-2796 ~ ~ ~
d i ~ ~ 469.b I ~ f I ~ ~ ~ ZONE 2 -NEUSE BUFFER IMPACT ? Charlotte, NC
~ ~ ~ ~ ~ o t° t ~ ~ ~ i ~ ° ~ 1 ~ ~ ~ `1 ~ B I / ~ 704895-9051
N ~ 7 ( i~ I ~ ( i 1! f ~ d 7 ~ ~ ~ 1 ~ ~ Greeneville, TN r ~ ~ f 423-639-0271
~ ~ , ,t i t / 1 O t 1 O ~ ~ ~ { r ~ - - ~ _ _ - - - ~ m r ~ p 7 r1 U1 ( h I 1 ~ ~ 1 ~y. ._~~r.~ w ~ ~ ~ ~ q r t~/ / Dl1, l_ ~0 1~ ~ N I ~ / N RE 1~IL / ~ IMPACTED WETLAND ~ Knoxville, TN
~ ~ r ~ ~r gp ~ ~ f l r ~ ~ ' , i ~ - - 865-546-5800
[D ~ r I 1 ~ 1 ' ~ b f ~ ~ ~ ~ ~ ~ t I U t ~ $ ~ l ~ s4 a ~ ~ ~ ~ ~
` ~ ~ t ~ ~ ~ ~ ~ ~ ~ , ~ OUTFACE #G ~ , r ~ ~ i , ~l ~ ~ f ~ , , , I t F t i t I'~S'A~~ ~ ~ ~ ~ ~ ~ Spartanburg, SC 8645 744775
~ ~ ~ ~1=I 1 1 ~ 1 1 ~ ) ~ ~ ` r a ~ 1 I ~ r 1 ~ ° f ~ ~ + pt O ~f ~ t o'''''f ~ ~ ~I~~ / ~ ~ ~ ~ London, KY
w i I I f ~ ~d ~ i ' ~ ~ 1 ~ ~ ~ 1 ~ / ~ 864-5 74-4775
€ 1 ' i ! ~ ~ 1 I ~ / ~ f' , I r $ . , . ~ 1 .~l ~ S bl E B SIN 1 i f f p ~ y' ~ 1 ,r B SIN ~1 ~ ~ ~ Middlesboro, KY
.jf~,,a'' / F~ O~ f ! t ~ 1 ~ ~ (ter "r ~ . 4 ~ ~ ~ ~ ~ 7 ~ / ~ ~ s ~ ! , , g t „ D TE TION TE TION ~ ~ 606-248-6600
~ ~ ~ ~ ~ ~ www.vaughnmelton.com
a ~ ~ ~ ! ) ~ ~ ~ 468.5 ~ ( 4 Copyright ®2007
~ ~ ~ ~ ? ~ ~ ! i + ~ I I 82 AASHTO TAPER 11 t 1 m All Rights Reserved w
.°°1 ~ r ~ a ~ t ~ ~ I o ~ ~ '1 ~ I I ~ I (35 MPH DESIGN SPEED) ff ~ ~ . , ; ~I
~1 ~ ~ ~ # ~ F ~ ~ . I , ~L~ ~ ~ r a ~ \ ~ ~ DRAWN: D.R.D.
f ~ 1}.. ~ ! 1 j + ! ~ ~ ~ / ~I I ~ l ' ~ ~ ~ ~ ~ t ~ ~ ~ CHECKED; P.E.OJL.D.B.
~ I l 1' 469.2 I ~ I ~ ! . , I i ~ ~ ~ i
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W ~ I~ SCALE: I " = 40'
~ W Z DATE: 12-03-07
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FILE NAME; PERMIT-ceasE3o72o-i2
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s ' ` I \ EXISTING GRADE MINERAL AGGREGA E ~ 2-60" D A, / ? Spartanburg, SC
~ ROCK RIPR3 P 15' BASE BACKFILL RCP CUL ARTS 864-574-4775 ~ London, KY
~ ~ ~ 864-574-4775
s' ~
~ I ~ ~ ~ PROPOSED GRADE ~ ~ Middlesboro, KY 606-248-6600
w 6" M NERAL AGGREGATE 3' ~ www.vaughnmelton,com
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a 485 ~~.~.~..®-_..._~_~.~~.~.~d_._~~._I~~~.._~~_~.~~..._~ ~~,.,~.~...w.... 485 490 490 copyright ®2007 r. Ali Rights Reserved
3 , , GEOTEXTILE g NOTE: i Q
~ ~ ROCK RIPRAP STREAM CHANNEL UPSTREAM AND
E DOWNSTREAM OF ROCK ~IPRAP ~ - - - ~ / .DRAWN; D.R.D. ~ EXISTING GRADE CHECKED: P.E.O./L.D.B.
SHALL NOT BE DISTURBED. I
~ 1 JOB N0. 30720- 12
SCALE: A5 SHOWN
1.5' 14' ~ 1.5' DATE, 0 I -22-08
~ , FILE NAME, PERMIT-C6A5E30720-12
DRAWING TITLE.
TERRY RD.
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_ TAX MAP: 858A-01-001 .TAX MAP: 839-01-012
I~~ J ~A PIN: 0815-02-87-6340 PIN: 0815-02-85-1866
~ , i , ~ ~ i r '
,e°' I t a~~.,~ ~ ~ REV. DATE DESCRIPTION~~ %
n ~ I'd1 r ~ ..I ~t , ; ~ i ~ t'i ~ , ~ I 5/ 1106 PER CITY OF DURHAM COMMENT5
~ r' ~ ;I ~ °9 r ~ 1 ~ a r--- _ ~ ~ ~ 2 7110106 PER CITY OF DURHAM COMMENTS
3 9/ I I J06 PER CITY OF DURHAM COMMENTS

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° 0 ° o ° . ~ COMMITTED ELEMENTS FROM DEVELOPMENT PLAN (P03.37)
CT ST ITI , 1. MAXIMUM NUMBER OF LOTS FOR SINGLE DETACHED DWELLING UNITS: 289.
~ 2, MINIMUM LOT SIZE IS 0.171 AC (7,280 SQ. FT.)
ZONING PDR 2.50 ~ ' ~
PIN AND TAX I.D.- 0815-02.87-6340 v ~ , ~ u ~ , . ' ` i a 3, MAXIMUM BUILDING HEIGHT TO BE 36 FEET.
° ~ ~ 0815-02-85-1866 A ~ 4. ALL DWELLING UNITS WILL BE CONSTRUCTED WITHIN THE UGA BOUNDARY.
R AREA 115.34 ACRES ' >d _ e' ' G OSS I ~e- Lh 5, LOTS 284.289 ARE ADJACENT TO THE UGA BOUNDARY LINE. SAID LOTS ENCROACH OVER THE UGA BOUNDARY LINE IN ORDER TO MAINTAIN A MINIMUM SIZE OF ONE (1) ACRE.
AREA IN EXISTING TERRY RD. R.O.W. 3.81 ACRES P~• \ , U
NET AREA 111.53 ACRES e - ~ ~ m ° ° ;f 6, PROPOSED OPEMSPACE = 31.621 AC, INCLUDING 30.571 ACRES (1,331,627 tSF) AS DESIGNATED PARK AREA. r -z
AREA IN STREAM BUFFER 14.87 ACRES ~ - ~ ~ r i t; P 1~ I , o ' t'7 7. THE EXISTtNG CEMETERY WILL BE PRESERVED AND SHALL BE SURROUNDED BY A DECORATIVE FENCE BUILT TO CITY OF DURHAM ORDINANCE STANDARDS.
NUM. OF PROPOSED LOTS 289 , i ; J ~ a , , W
NET DENSITY 2.50 UNITS/ACRE .r a ~ y ' ~ ~ 8. TWO PARK BENCHES AND PLAYGROUND EQUIPMENT SUITABLE FOR TODDLERS WILL BE PROVIDED IN EACH OF THE TWO TOT AREAS. Z 9. A GAZESO AND TWO PICNIC TABLES WILL BE PROVIDED AT THE POND. ONE (1) ACRE OF GRASSED PLAY FIELD WILL BE CONSTRUCTED OUTSIDE OF THE UGA BOUNDARY LINE.
MIN. LOT SIZE 7,260 S.F. _ ,1-.;, , - ~ „ r ° I F! ~ 1' "t: ° d I MIN. LOT WIDTH 55 FEET 7 ~ ` °
AVG. LOT SIZE 9,172 S.F. ~ e a a ' a 10. FOUR PARK BENCHES WILL BE PLACED ALONG THE PROPOSED NATURE TRAIL.
I
RIVER BASIN ELISE ; ;a • 'I i ~ ~ ® ~ a WATERSHED FIJ-B a ° ~ ;~P - 19. TOT AREAS WILL BE CONNECTED TO THE NATURE TRAIL AND WILL BE PART OF THE, PROPOSED PARK SYSTEM.
I 12. CONSTRUCTION OF ALEFT-TURN LANE AND A RIGHT•TURN LANE ON GUESS ROAD AT TERRY ROAD IS REQUIRED.
If. N
l~ ~ f'~ I ~ o d { a I6 i (i ~u e 13. STREETS ARE TO BE DESIGNED ANO CONSTRUCTED TO N.C.D.O.T. STANDARDS ANDIOR CITY OF DURHAM STANDARDS.
{ u ~ ~ ~e 14. PRESERVED TREE COVERAGEAREA = 20.41 % (23,541 AC).
a i v• ~ \ - ~I a• o u ~ 15. NO LOTS WILL BE LOCATED IN STREAM BUFFERS.
-d e,
~ t ~ a a i I PEN SPACE CALCU TI° ~ 98. NO LOTS WILL BE LOCATED IN FLOODWAYS. , 4 it
~ I' ' I' 17. A LOMB IS REQUIRED PRIOR TO APPLYING FOR BUILDING PERMITS OR RECEIVING CONSTRUCTION DRAWING APPROVAL, (NEW FEMA FLOOD PLAIN MAPS DO NOT SHOW ANY
MIN. OPEN SPACE REQ. 5 /o OF 111.53 AC 5.58 AC. (242,912 SF) o I; l FLOC PLAIN ON THE HIGHLAND PARK SITE. THEREFORE A LOMR IS NOT REQUIRED). ~J
PROPOSED OPEN SPACE (INCLUDES AREA INSIDE AND OUTSIDE UGA e ~ _ - ' ~ 18. BY REFERENCING ROADWAY IMPROVEMENTS ON THE DEVELOPMENT PLAN, THE APPLCANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF
n v, ' BOUNDARY, TOT LOTS, CEMETERY, STREAM BUFFER, PONDS AND u 4. t ~ v . ~ ~ e CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH N.C.D.O.T. AND CITY OF DURHAM
SEWER EASEMENTS) ~ ~ . ' STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT 15 NOT LIMITED T0: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, j ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND
DOES NOT INCLUDE PROPOSED LOTS OR ROAD R.O.W. 's 1 ( ) e n I~ , ,t BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDI110NAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE
o ~ ~ ' TOTAL - 36.40 ACRES (1,585,388 SF) 31.56 /o a - IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION.
a , b a e c O/.. ' ° ~ , 4 W{ q ~ 19. TREE PROTECTION FENCING SHALL BE INSTALLED ON EACH LOT.
/ i ~ 20, NO GRADING WILL BE PERMITTED THAT WILL CHANGE THE OVERALL TOPOGRAPHY OF THE SITE.
7 a ~ ~ e it Yd ~ I I ~ i~ ' ~ ROADWAY IMPROVEMENTS FROM DEVELOPMENT PLAN (P03-37)
r-' ~ ~11 ~e I s d 4
IMPERVI®US AREA CALCUL,ATI®S , 1 ( ~ t. A NORTHBOUND LEFT TURN LANE AND A SOUTHBOUND RIGHT TURN LANE WILL BE CONSTRUCTED ON GUESS ROAD AT TERRY ROAD INTERSECTION. ALSO, AN EASTBOUND
(BASED ON TOTAL AREA OF 111.53 ACRES) , a t ~ ~ 1 C ' RIGHT TURN LANE WILL BE CONSTRUCTED ON TERRY ROAD AT GUESS ROAD INTERSECTION. THESE IMPROVEMENTS MUST BE COMPLETE PRIOR TO THE ISSUANCE OF ANY
t i ~ - , im I ~I I II ° 4 I CERTIFICATE OF OCCUPANCY.
° ' e I F LOT RES 722 500 SF 14.87 /o ~ e ' ' 289 LOTS (2,500 S ! ) 16.59 AC ( ) I~ ~ : ' . , , ' I ~ 2. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF
STREETS NEW 9.77 ACRES 425 581 SF 8.76% a ( ) ( ) a 4 ~ I . I' ~ ~ OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH N,C.D.O.T. AND CITY OF DURHAM STANDARDS AND POLICIES. THIS INCLUDES {WHERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL
A RES 56170 SF 1.16°/ ~ ~ ° SIDEWALKS 1.29 C ( ) o ~ ~ MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE LANES, THE
PAVED NATURE TRAIL 0.25 ACRES (11,100 SF) 0.22% APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OFANY ADOITIONALRIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND
® -e ~ TOTAL - 27.90 ACRES (1,215,351 SF) 25.01 /o ° a ANY REQUIRED SIDEWALK CONSTRUCTION.
' q I
9 GENERAL NOTES FROM DEVELOPMENT PLAN (P03.37)
' e
1. TOT LOTS WILL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE PLANNED DEVELOPMENT RESIDENTIAL PORTION OF THE ZONING AND SUBDIVISION ORDgJANCE.
I L T
SCALE: 1 EN. =10D0 FT. 2. DRNEWAYS SHALL BE MINIMUM OF 20' IN LENGTH MEASURED FROM THE ROW LINE.
~7 ~ C INF TRUCTURE NOTES FPOI~ D ELOPMENT P (P03~37)
- - l~' 1~ ~ 1. ALL UTILITY SYSTEMS WILL BE DESIGNED AND CONSTRUCTED IN STRICT ACCORDANCE WITH THE$TANDARDS AND SPECIFICATIONS OF THE CITY OF DURHAM.
N ®t--WRH dG GUTiER----~?-
1 COVER SHEET ~~ET 2. STREET AND WATER LINE CONNECTIONS ARE REQUIRED.
R.o.w. zo~ s.aw. 2 GENE NOTES SHEET BEET
3 EXISTING VE LL SITE CONDITIONS IONS
1
I ~I I -°1 a° 4 OVE L SITE PLAN > SET ~,2eo ~
~ 17,sso ~ I ~ I I 5 SITE P P SE 1A ~ 1 B ( ) ~ I ~~N, I FRONT 20 FEET 1 1 ~ 16}
n SIDE 8 FEET 6 SITE PL ( E 1A ~ 1 B} ~ Lam. I CORNER SIDE 17 FEET L _ J ~ 16)
REAR s FEET 7 P (P , SE 1 A& 1 B) L_ J X16)
~cREAR 25 FEET 8 G DING /DRAINAGE (PHASE 1A ~ 1 B) ~ 16)

9 GRADING ! DRAINAGE P (PHASE 1A & 1 B) n ~ 16)
~ FOR LOTS ADJOINING OUTER PROPERTY BOUNDARY 1O G DING f D IMAGE P PHASE 1A & 16 ( ) ~ 16)
11 UTILITY PLA (PHASE 1A ~ 1 B) TYPICAL INTERIOR LOT LAYOUT TYPICAL EXTERIOR LOT LAYOUT ~ 16)
12 UTILITY PLAN (PHASE 1A 16) ~ 16)
E1A~16 ~ 16)
13 UTILITY PLAN (PH S )
14 SIGNAGE AND RKING PL PHASE 1A & 1B ( ) & 1B)
15 SIGNAGE AND RKING L (PHASE 1A 16) ~ 16)
16 SIGNAGE AND RKING PLAN PHASE 1A & 1 B ( ) & 18)
3+05)
17 PLAN PROFILE: TERRY ROAD STA. 9+00 T TA.18+05) (
18 PLAN PROFILE: GENESEE DRIVE STA• 30+00 TO STA. 40+10.59 ( ) 0.59)
19 PLAN PROFILE: HOSEINT DRIVE (STA. 50+00 TO STA.55+05.14} i5.14~
° 20 T PLAN ~ PROFILE: SHORTL F DRIVE STA. 70+00 T STA. 78+06.43} X6.43)
21 PLAN ~ PROFILE: TWISTED GUM DRIVE STA° +69 TO STA. 89+41.09 1.09) - ~ , ~
( ) 4.75) ~~~;P °-`d ~
P R R VE DRIVE STA. +81 TO STA. 99+44.75 P N ~ PROFILE OPLA G 0 ( )
® + +1. p 22 PLAN PROFILE: OCKERNUT COURT (STA.1O7 31.55 TO TA.1O8 7 95) '1.95) ~,~a~ .lill_ ?~Ivl~ !I.~
e ~ . 7 PR NI ARY EWER OUTFALL A STA. +00 TO STA° 1+49° 6 PLAN OFILE. SAT S ( ) 9.76)
P T T° IT N ~y ' f 23 PLAN & PROFILE: SPRING BROOK DRIVE (STA.11O+00 TO STA.119+03) ~+03 a~t~~l.a~n~ ,~u sso~2q, n , I u I I I,,,~~
ETAILS ~,r, 24 SJTE D CARD .;AILS ~~o`~dFESS%p~~~~.y~;
°r~; ~ 129 TINIB~RI~ILL PLA C ...,,'AILS o o
25 SITE DETAILS
L' ILL T 2 L 75 Consultin En ineers p 26 ST D -IMAGE DETAILS 9 9 FAILS CITY OF DURHAM - °o~~ SEAL ~~o 0 0
Park Terrace Center L ~ 1-1 27 WATER DETAILS L S ~AilS PUBLIC WORKS DEPARTMENT ~ o0 20119 0 APPROVED '
1318-F Patton Avenue _ _ _ _ _ ~ ~ v ~ 1 n ~ ? 2 ~ ~ 7R SANITARY SEWER DETAILS rAlLS FNt'3NFFRINr DATE `'~FNr.~r~,1:~~~:
Asheville North Carolina ZSS06 I 1 C1A 717'7.7.7'/ /.7 `F . .
TAILS STORM WATER DATE 4W10% TRANSPORTATION DATE TAILS DATE TAILS DATE
[phone] PHONE: [phone] POND B DETAILS
V&M CONTACT: L. DEWAYNE BROWN, P.E. PHONE: [phone] POND D DETAILS [e-mail] keithbrown@sunforestsystems. com 31 POND DETAILS

TANDARD CONSTRUCTION PLAN NOTES STA ®ARD N TES ENGINEERING S 0
` 1. ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EVALUATIONS, EXTENSIONS AND DEPTHS FOR ALL EXISTING ANO PROPOSED STREETS 1.3TORM DRAINAGE EASEMENT NOTE; CENTERLINE OF A 20 F00T WIDE PUBLIC STORM WATER DRAINAGE EASEMENT OWNERSHIP OF, AND ~ ~
`AND UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHALL BE DESIGNED TO THE RESPONSIBILITY FOR IMPROVEMENT ANO MAINTENANCE OF STORM WATER FACILITIES IN THi3 EASEMENT REMAINS WITH THE CURRENT w iZu
SPECIFICATIONS SET FORTH IN THE DESIGN CRITERIA AND STANDARDS OF THE PUBLIC WORKS DEPARTMENT AND SE SUBJECT TO REVIEW AND OWNER. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE 50'-0" PUBLIC RIGHT-OF-WAY
APPROVAL BY THE PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL, SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN f STORM WATER MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED ~ 0 0
2. WATER, SANITARY SEWER AND STORM SEWER SEPARATION NOTES: f HEREIN. THIS EASEMENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO 33° B,O.C. TO B.O.C. ~ U U
BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT At(a¢iitiG TO T HOSL • ~ ~ U Q d
HORIZONTAL AND VERTICAL SEPARATION- TERMS.
A) SANITARY SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM AM' EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL 2. FLOOD PLAIN NOTES; ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLINING FILL, NEW CONSTRUCTION, 8'-6" 30" TRAFFlC LANES TRAFFIC LANES 30" 6'-6" 0 d Q Q
BE MEASURED EDGE TO EDGE, INCASES WHERE I; IS NOT PRACTICAL TO MAINTAIN A 10•FOOT SEPARATION THE CITY OF DURHAM MAY ALLOW SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OF MATERIALS AND STORAGE OF TQX~ OR FIAIMMABLE SUBSTANCES, IS 14'-0" 14'-0" N 0 0 S°-0" 3'-6" 3'-6" 5'-0"
DEVIATION ON ACASE-BY-CASE BASIS, IF SUPPORTED 8Y DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW THE INSTALLATION PROHIBITED EXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS. ` SIDEWALK ~ ~~k' SIDEWALK ~ U U
OF THE SANITARY SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR AN UNDISTURBED (FOR OFF•SITE SANITARY SEWER ONLY) EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN ELEVATION SQ THE BOTTOM OF THE WATER MAIN LSAT LEAST 18 FLQOOPLAIN ELEVATION(S): VARIES W W
INCHES ABOVE THE TOP OF THE SEWER, FLOOOPLAUV ZONE: AEIAEFW ~ FlNISNED , ~ rc~ GRADE POINT 10 1/2" ~ ~ 5~~pe 21 0_ 0_
FIRM MAP NUMBER; 3708300058E t 8) IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SANITARY SEWER IS FIRM PANEL: 0068 G 2 ~ 2 ~ z0 2. ~ ~~iii ~ w ~ O
OVER THE WATER MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST 8E CONSTRUGTED OF FERROUS P E COMPLYING WITH THE ®`~1 ••',a•;;~,;z•;: 1 ..~.~--2.00% 2.00%-----•-
PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED T01'50 PSI TO ASSURE WATER TIGHT SS BEFORE BACKFILLING, 3. STREAM BUFFER NOTE3:100 AND 50 F00T WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF STREAM, MEASURED FROM TOR OF BANK. ~ ?7 D ~
NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED.
C) A 12•INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. A 12•INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS. 4. FLOOD PLAIN NOTES: STATE AND FEDERAL PERMIT AUTHORIZATK)N MAY BE REQUIRED FROM THE OENR AND THE U.3. CORPS OF ~ ExTEtdD STONE BASE MINIMUM-~{ ~ 1-1`2° I-2 INITIALLY MflTN A 1 DELAYED OVERLAY ~SUBGRADE SLOPE SAME AS PAVEMENT ~ - N
ENGINEERS PRIOR TO THE CL~iMENCEMENT OF ANY LAND OISTURBlNG ACTIVITIES IN OR NEAR A LAKE, STREAM, MEEK, TRIBUTARY ~ ANY 8" 6° BEYOND BACK ~ CURB AND GUTTER 8" ABC STONE BASE
1) IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MkJNS (OR PRESSURE UNNAMED BODY OF WATER ANO ITS ADJACENT WETLANDS. COMPACTED SUBORADE
SEWERS), THE WATER MAIN SHALL 8E CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING. 5. SANITARY SEWER EASEMENT NOTE: 85% STANDARD PROCTOR `11111111A11i1~~
NOTE: IF A SIDEWALK IS REQUIRED; IT SHALL BE 4" THICK X 5' WIDE ~ CAR~~ ~~i NOTE: If A SIDEWALK IS REQUIRED OR DESIRED, THE J ~ ~ ~
EA MENT• SUBJECT TO TERMS STATED MI THE DECLARATION IN REAL Ni CROSSINGS- I CENTERLINE OF 30•FOOT WIDE CITY OF DURHAM SANITARY SEWER SE LI ESTATE BOOK 1510, PAGE 968. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT CLASS "A° CONCRETE PER CITY OF DURHAM, NC "STREET CONSTRUCTION F` ~ ~i LOCATION MAY VARY. ADDITIONAL EASEMENT WIDTH C
M A) SANITARY SEWERS CROSSING WATER MAINS SHALL BE WD TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 81NCHES BETWEEN THE OUTSIDE ACCOI~ING TO TH05E TERMS. MAY BE REQUIRED. SEE SIDEWALK ORDUJANCE. SPECIFICATIONS" DATED MARCH, 1991. ~~~o@~Q~GSS~O//~jj9l°~'~
OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER 'THE CROSSING SHALL BE ARRANGED SO Tt}AT`'THE SANITARY SEWER JOINTS s SEAL o -
WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOIMS. ~ CENTERLINE OF 30•F00T WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS STATED IN THE OECLARPiTION IN REAL ESTATE BOOK 1828, PAGE 145. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT
B} WHEN IS IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING ACCORDING TO THOSE TERMS. E I TI EET WITH CUR °p 20119 0 '°°FM
METHODS MUST BE SPECIFIED. • I
6. FOR PROJECTS REQUIRING RIGHT OF WAY DEDICATION: FINAL PLAT AND DEED DEDICATING RIGHT OF WAY TO BE RECORDED PRIOR TO THE 111
1) THE SANITARY SEWER SHALL 8E DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT 160 PSI TO ISSUANCE OF BUILDING PERMIT. ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING, OR Not to Scale ~ ~ ~d~6
7. UNDISTURBED LANDSCAPE BUFFERS: 30 F00T WIDE UNDISTURBED LANDSCAPE BUFFER. N0 CLEARING OR GRADI~ OTHER THAN NOTE; ALL STREETS CONSTRRUCTED WITHIN THIS DEVELOPMENT WILL BE
2) EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10 FEET ON SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED. BUILT TO THIS TYPICAL SECTION (WITH THE EXCEPTION OF TERRY RD.), -
80TH SIDES OF THE CR0351NG, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION, 8. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AREk1ND A TREE QR
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER
IS IN THE NEUSE RIVER BASIN THEREFORE A SITE PLAN CANNOT BE APPROVED UNTIL A RECEIPT FROM THE WETLANDS EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SSE OF THE CUT FARTHEST 3. THIS DEVELOPMENT
RESTORATION FUND (WRF) HAS BEEN RECEIVED (8Y THE CITY OF DURHAM STORMWATER SERVICES DIVISION) CONFIRMING THE PAYMENT OF AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES 15 tAMPLETE. NO $X.XX (TO BE DETERMINED 8Y STORMWATER SERVICES) IN OFFSET FEES. STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDl~Y OF THE PROTECTF.,€~ ARf~1•
4. WHERE STREETS TERMINATE (I.E. PHASE LINES) THE FOLLOWING WILL BE INSTALLED:1) ASPHALT HEADER, 2) RIPRAP OR CONCRETE APRON FOR 9. WATERISEWER EXTENSION NOTES: 60'-0" PUBLIC RIGHT-OF-WAY
STORM WATER TO DISSIPATE, 3) UTILITIES TO EXTEND•A MINIMUM OF 6 FEET BEYOND THE EDGE OF PAVEMENT, 4} N.C.D•O.T• TYPE III BARRICADE. A• ALL CONSTRUCTION SHALL CONFORM TO LATEST CITY OF DURHAM STANDARDS. 33' B.O.C. TO B.O.C.
5. WIDEN AND OVERLAY TERRY ROAD AT GUESS ROAD TO ACCOMMODATE A 3-LANE SECTION TO PROVIDE FOR A LEFT TURN LANE ONTO GUESS ROAD. '
THE LENGTH OF THE 3•LANE SECTION WILL BE AS DIRECTED BY N.C.D.O.T. AMDlOR THE CITY OF DURHAM TRANSPORTATION DIVISION, B• STATE WATER ANOlOR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM ENGINEERING
' DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO SUBMITTING 13'-6" 30" TRAFFlC LANES TRAFFlC LANES 30" 13'-6"
8. OVERLAY TERRY ROAD FROM THE 3-LANE SECTION TO THE EASTERN PROJECT LIMIT. THEM TO THE STATE FOR APPROVAL. r ' 14'-0" 14'-0° U
90. SIDEWALK NOTES: THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM ANDlOR NCDOT 5'_, PRIOR TO CONSTRUCTION DRAWING APPROVA~® 5'-0" 8'-6" ~ 6 -6 5 -0" w
ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 6~-4328 FOR A PflE-CONSTRUCTION (:ONFERENt~ AND FIELD VISIT ~
1. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) WILL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS TO GTY PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK.
ENGINEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION (SEE CONSTRUCTION PLAN APPROVAL PROCESS}• THIS SUBMITTAL ~~t ~ ~rc~ ~ P~gNT 101/2' O f V t ~oPo
MUST BE DONE PRIOR TO APPLYING FOR A BUILDING PERMIT. NOTE: THE APPROVAL OF CONSTRUCTION DRAWINGS (S SEPARATE FROM SITE 11.ORlVEWAY PERMIT NOTES: A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTLON ON PUBLIC ITY ENGINEERING DEVELOPMENT REVIEW AFTER OBTAINING THE
PLAN APPROVAL. RIGHT-0F-WAY. SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVAL TO C , PERMIT, PLEASE CALL CITY OF DURHAM ENGINEERING INSPECTION OFFICE AT 5.4326 PRIOR TO START OF CONSTRUCTION. NCIX3T 7~~ •a----- 2.00% 2.00%-----o. r~~ ~ F/11
2. AN ANNEXATION PETITION IS REQUIRED. ANNEXATION PETITION MUST BE DEEMED VALID BEFORE FINAL CONSTRUCTION DRAWING APPROVAL. DRIVEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION. CONTACT (DOT AT 680.8864 FOR REQUIREMENTS. ~
CONTACT BUDGET AND MANAGEMENT SERVICES DEPARTMENT AT (919}680.4111, 12. FOR PROJECTS SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS: BE ADVISED THAT THE PRQV1310NS OF APPENDIJ(9 OF THE FEDERAL E><1,
iF A HYDRANT IS PROPOSED A FIRE FLOW ANALYSIS IS REQUIRED. WATERLINE SIZES MAY CHANGE WITH FIRE FLOW ANALYSIS. CONTACT CITY FAIR HOUSING REGULATIONS (ACCES31BILlTY GUIDELINES -24 CFR, CH.1, SUBCH. A, APP II) EFFECTIVE MARCH 8,1881 REQUIRED ON THIS g• 3. Ex1EN0 STONE BASE LdINIMUM~ ~ 1-1`2" i-2 INITIALLY WITH ~ \ 6" 6EYOND BACK CF CURB A 1 DELAYED OVERLAY SUBGRADE SLOPE SAME AS PAVEMENT V
ENGINEERING @ [phone] TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA. PROJECT, IT IS THE RESPONSIBILITY OF THE OYVNERlDEVELOPEW BUIL9ER TO COMPLY WITH THESE RECiLIIATI0P13. ALSO' AWARE THAT AND CUTIER 8" ABC STONE BASE O
THESE REQUIREMENTS ARE BEYOND THE SCAPE OF VOLUME 1-C (HANOK:AP ACCESSIBILITY} OF THE NC STATE BUU,I CQAE AND AS SUCH COMPACTED SUBORADE 95% STANDARD PROCTOR
INEER A NCPE WILL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS PLAN $ PROFILE IF REQUIRED) TO CITY ENGINEERING THE BURDEN OF COMPLIANCE IS BORNE BY THE OWNERIDEVELOPEWBUILDER 4. THE DESIGNING ENG ( ) (
FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION (ALLOW A MINIMUM OF 2 WEEKS REVIEW EW TIME). R VAL OF CONSTRUCTION DRAWINGS 13 SEPARATE FROM SITE PLAN APPROVAL. 13. LANDSCAPING NOTE: ALL UQdDSGAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. N NOTE: THE APP 0 NOTE: IF A"SIDEWALK IS REQUIRED, IT SHALL BE 4" THICK X 5' WIDE NOTE: IF A SIDEWIALK IS REQUIRED OR DESIRED, THE Q
l+ LOCATION MAY VARY. ADDITIONAL EASEMENT WIDTH CLASS A" CONCRETE PER CITY OF DURHAM, NC "STREET CONSTRUCTION ^l. MAY BE REQUIRED. SEE SIDEWALK ORDINANCE. SPECIFlCATIONS" DATED MARCH, 1991
WER PERMITS ARE REQUIRED FOR THIS PROJECT. 14. LANDSCAPE RE-IN3RECTI~1 FEE:, EACH WV03CAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTIOV Will I~UR A $1~ M 5. WATER AND SE RE•INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITYICOUNTY PLANNING F~PARTMENT PRIM TO RE~INSPECTION.
6. A COMPLETED STORMWATER FACILITY MAINTENANCE AND OPERATIONAL PERMIT AGREEMENT WITH APPROPRIATE FEES, CALCULATIONS, AND Q
DETAILS MUST BE SUBMITTED AT TIME OF CONSTRUCTION PLAN REVIEW. PLANS WILL NOT 8E REVIEWED WITHOUT THESE ITEMS, CONTACT 16. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE ~ ISSUANCE RESIDE I L L ST EET WITH CUR
STORMWATER SERVICES Q (919}560.4328 FOR INFORMATION, OF A GRADING PERMIT.
IBL FOR FABRICATION AND INSTALLATION OF ALL REQUIRED SIGNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC 16. ROOT ZONE PROTECTION AREA: EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS, 7. THE DEVELOPER IS RESPONS E
RIGHT OF•WAY, THE DEVELOPER SHALL SUBMIT A SIGNING AND MARKINGS PLAN TO THE CITY AT CANSTRUCTICN PLAN STAGE FOR REVIEW AND WHICHEVER IS GREATER NO OISTURBAIVGE ALLOWED WITHIN THIS AREA. Not to Scale
APPROVAL. ALL SIGNS AND PAVEMENT MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN-PLACE PRIOR TO THE ISSUANCE OF ANY
CERTIFICATE OF OCCUPANCY ANDlOR STREET ACCEPTANCE, A3 DETERMINED BY THE CITY. NOTE: TERRY ROAD WILL BE BUILT TO THIS TYPICAL SECTION. 0
8. BACK FLOW PERMIT REQUIRED WITH THIS PROJECT.
Z
9. A N,C.D,O.T. AND CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED.
10. EXTENSION AGREEMENT REQUIRED (SUBMIT AFTER SITE PLAN IS APPROVED BUT BEFORE CONSTRUCTION PLANS,) CONTACT ENGINEERING WIDTH OF EXPANSION JOINT
DIVISION ((918}580.4328, FAX [phone]) WITH COMPLETE NAME (INDIVIDUAL, INC., CORP., ETC}AND TELEPHONE NUMBER OF ENTITY EXTENDING B f PROP. DRIVEWAY QM 6" 10' 2'-6" W
SERVICES TO THE SITE. TOP OF CURB 2'-8" -ter- W
11. A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN NOTE: DRIVEWAYS TO BE INSTALLED PER CITY OF DURHAM, NC J
DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION. "STREET CONSTRUCTION SPECIFICATIONS" DETAIL
(ALTERNATE STANDARD DETAILS AND SPECIFlCATiONS FOR : : 12. AN EXECUTED STORM WATER FACILITY OPERATION AND MAINTENANCE PERMIT AGREEMENT (PREPARED 8Y STORMWATER SERVICES, CITY DRIVEWAYS) WIDTH OF 1. , ~ . F: r
OF DURHAM). PAYMENT OF A STORM WATER FACILITY PERMIT FEE ($2,000 PER DETENTIONNVATER QUALITY DEVICE), AND THE PROVISION PROP. DRIVEWAY o
OF A PERPETUAL SURETY FOR THE CONTINUED OPERATION AND MAINTENANCE OF THE FACILITY IS REQUIRED PRIOR TO.CONSTRUCTION 10 N 3 3/4" FLOWUNE OF CUTER ION JOINT
PLAN APPROVAL. EXPANSION JOINT EXPANSION JOINT 0
FALSE JOINT 13. A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH OETENTIONNVATER QUALITY DEVICE NO LATER THAN AT THE _ ~ a _ ~ ~ R.O.W. /PROPERTY LINE TI - ~P°~
FIRST CONSTRUCTION DRAWING SUBMITTAL ~ ~ ! ~ 1 ) 5' CONCRETE CENTER OF ~0
SIDEWALK ~ ' ~ ~ ~ ~ ~ CUL-DE-SAC h
PRIOR TO FINAL PLAT APPROVAL I ' A EXPANSI~f JOINT OF SIDEWALK A R.O.W. /PROPERTY UNE
8
1. PAYMENT•IN-LIEU OF OPEN SPACE IS REQUIRED AT THE TIME OF THE FINAL PLAT APPROVAL, BOC - A ~ `T>S ~ . a, ~'Y ~ ; ~ Es
Z'-6" 2'-6" A 2. DOCUMENTATION OF PROPER LEGAL PROVISIONS (INCLUDING ATTORNEY'S CERTIFICATE) HAVE BEEN MADE FOR THE ESTABLISHMENT OF A R EOP T MIN
GUTTE 2' OR HOMEOWNER'S ASSOCIATION DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE COMMON AREAS FOR PERPETUAL OWNERSHIP AND 1'-8" 6" 2- 1=6" 6° 2-'6" FALSE JOINT p 9pC gpIGS ~ Asheville, NC
MAINTENANCE OFCOMMONLY OWNED IMPROVEMENTS ANO LANDS IS REQUIRED AT THE TIME OF FINAL PLAT APPROVAL B EXPANSION JOINT 828-253-2796
A) THE ALTERNATIVE WALKWAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 9' Corneilus, NC
TS T I L I AIL Cu a 1/4° / F~• sLQPE MAN ® 704-895-9051 Li"
3. ALL INTERIOR PROPERTY LINES MUST BE REMOVED ON THE FIRST FINAL PLAT PRIOR TO THE ISSUANCE OF A BUU.DING PERMIT, . • I ® Greeneville, TN 423-639-0271 . .
Not to Scale 4. ALL BUILDINGS AND FENCING ON SITE MUST 8E REMOVED PR10R TO THE APPROVAL ANO SIGN OFF OF THE FIRST FINAL PLAT. ~ ~ ' d, ..da ~ ' i'.
NOTE: ALL DRIVEWAYS CONSTRUCTED WITHIN THIS DEVELOPMENT WILL BE BUILT TO THIS TYPICAL SECTION. w Knoxville, TN 35~, ? 865-546-5800
5. OPEN SPACE AREAS OS1 AND OS2 WILL BE INCLUDED IN THE PHASE 9 FINAL PLAT. TRAILS AND OTHER RECREATIONAL ITEMS IN OS1 AND OS2 EXPANSION JONJT ~
WILL 8E COMPLETED NO LATER THAN THE COMPLETION OF PHASE 3B, OTHER OPEN SPACE AREAS WILL BF. PLATTED AS THE AREA SURROUNDING Lexington, KY
THEM IS DEVELOPED. 4" OF CRUSHED STONE E TI -U 2S;g~ R ® 859-271-1483 - LABEL CURVE LENGTH &
PRIOR TO THE ISSUANCE OF A CERTIFICATE F OCCUPANCY CURVE RAQIUS AT BOC ~ Mlddiesboro, KY 606-248-6600
1/2" TOOLED C.J. 5" SMOOTH SCORING PATTERN
A -MINIMUM DRIB 1 • THE NORTHBOUND LEFT TURN STORAGE LANE AND THE SOUTHBOUND RIGHT•TURN STORAGE LANE ON GUESS ROAD AT TERRY ROAD AND THE TROWLED C.J. ° . 8 -POUR AS ON A -MINIMUM DRIVEWAY TURNOUT www.vaughnmelton,com 8 -POUR AS ONE PIECE IF PLACING TO PROPERTY UNE 1 Copyright ~ 2005
- RN STORAGE LANE ON TERRY ROAD AT GUESS ROAD WILL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF ANY _ ' . u~,' ~ ' ` ~c % ~ ' ~ ' ~ K ~ ~ EASTBOUND RIGHT TU K1< • . 33' BOC TO BOC All Rights Reserved
CERTIFICATE OF OCCUPANCY, ' ' ` ' ' H ~
FI A I F R EACH STORMWATER BMP PRIOR TO THE ISSUANCE OF THE FIRST ~ • ~ ~ • ' L PR IDE AN AS-BUILT CERTI C T ON 0 ''1~` ' 't•:. ; ~ 2, THE DESIGN ENGINEER SHAL OV • • - ~ DRAWN: D.R.D.
i.ri; ,•s; cy.,. CERTIFICATE OF OCCUPANCY ON THE SITE. ' ~ ~ T o...r/ ..r.
E ~r N ~ ~~r~ ~ ; Ct1ECKED: P.E.O.ILD.B.
GENE L NOT S ~r ~ ~r~ri r~ ~r~~~r r . ~ y r r~ rr~~ r ~Iyi`. ~ ~ JOB N0: 30520-0I
CUR & GU R SCALE: N.T.S.
1. BUILDINGS AND OTHER FEATURES THAT REQUIRE GRADING AND CONSTRUCTION SHALL BE SET BACK AT LEAST TEN (10) FEET FROM THE EDGE DATE: 4- 18-05
OF THE BUFFER 6' JOINT TO JOINT UNLESS OTHERWISE 88% COMPACTED SUBGRADE
2 DE L PER WILL NOT 8E ALLOWED TO HAVE MORE THAN 80 CERTIFICATES OF OCCUPANCY PER SINGLE ROINT OF ACCESS. NOTED IN UPPER 12 INOH6S • VE O FILE NAME: Conat-Base
DRAWING TITLE:
3.OPEN SPACE TREES WILL BE INSTALLED AFTER THE COMPLETION OF THE ROAD SEGMENT ON WHICH THEY FRONT, NOTE: 4" THICK CONCRETE, 3000 PSI MIN., USE 1/2" BITUMINOUS EXPANSION JOINT A-MAX. OF 20' O.C.
4. CITY STREET IMPACT FEES AND COUNTY SCHOOL IMPACT FEES APPLY TO EACH HOUSE. AND WHENEVER CONCRETE WALK MEETS FIXED OBJECTS (I.E. CURBS, BLDGS., ETC.) ETIaL CUB.- - ITH GENERAL NOTES
CURS
5. ENCROACHMENT EASEMENT FOR ADJOINING PROPERTY OWNER TRACT 11, GENESEE DRIVE, WILL 8E INCLUDED IN THE FINAL PLAT. TESL L T LL T ICL UVI
Not to Scale
Not to Scale DRAWING N0.
NOTE: ALL SIDEWALKS CONSTRUCTED WITHIN THIS DEVELOPMENT WILL BE BUILT TO THIS TYPICAL SECTION. NOTE: ALL CUL-DE-SACS CONSTRUCTED WITHIN THIS DEVELOPMENT
WILL BE BUILT TO THIS TYPICAL SECTION.

TAX MAP: 858A-01-001 TAX MAP: 839-01-012
PIN:0815-02-87.6340 PIN: 0815-02-85-1866
ADJQINiNG PROPERTY DATA '
ADJ01 i G OWNER D.B. / PG. P!N ZONING LAND USE DESC. TAX NUMBER rx x r, ,!o .:t~{,,ty~ {dri. „~a" ;?O ~+~~~r~•~i?pef~frr ,mow r~{.i} frt lF,. ._....d i ~ r r O
t d ~ h ~ 6Bb.8 PROPE t ~ , ~ ~ i ~ ~ , ~ WILLIAM KENNETH FARRELL AND RURAL DISTRICT ~W V ~,r~ S ~ f ~ I I ' ~ ~ ~,,~I l~, r ~ ~ a t ~ ~ t._..` t ~ '4 ~ i k . ~ ~ _ W f ~ J 1 y~ +,r f s° ~ ~ / ,:...Q. , 3 5, yd / k, 684.8 ~'n y~y, r,+F,r"rr~ tr4 ~~fl'{ rbdf~.+~T~~~{'~ I~~~fA~~~~S:9pa( ,.w"" ~ ~ . ~}"..;"r ~~r~~~:rAI f~d"t~r~ r ,«~o"{~,C~ t a ~Ya~ 0.
+ d { °a r W BARBARA DOREEN STAWNCS 1901 / 3 0815-02-75-5138 (E-B) DISTRICT RES/1-FAMILY 840-06-011 ~,r 4 ~ c t"' , ~ _ . + . , b48,3 ,k 1. F~ y.• k r S f 1 ~ _ b , ~ ~ .r. r ..n ~ ~ I~ ,~~y3 Ys~'~• ~ r•~ * ~ ¢ ,~,.1~ r~~~~~V~ `fir ~ ~ /d / ...:.Q. ~ r r ~ J", j,{'~~~'~A,,r J,},+'i~'~~~{t ~7~~~~7C<1i4 ,sv~;.'x~r n':.~3 ~~r'",:W''.'a''' {Ng r'Fp~~o'r ~""'~,rr r?, 'y,/~,,If~fr. '"y~w'wua ,i 8, ~~~ry a~ 1 ~ ' ~/,Nr YJ . d 9 f rd m <"'"„rr',„. ".1, r,t,r !r d 1` ~ p9 ~ Tn s p ~ ~ m ~ t> Il ° r, t ~r `I I r l.. l f~ .ld ~ ~~r` ~ ~~r{ 3 k D L. ~ ,o~"~ rr :r",,r° za'~"r!r ffl d,,+g"~ 4 r" . flat'`; 1 f 'k ~ ~ s,
RURAL DISTRICT / r r ~ 1 , , ~ 3 • , ~ ~ ~ • ~ r - ~ fi.~ { , . r ~ y, W r ~ ? i 9 ~ 4 WI., `a ~ 4 1°` ROBERT ARNOIA AND IFE, - - - RES 1-FAMILY + ' . ! r ° r ~ ~ ' . ~ ~ ~ ~ , , , " r,: ro ' , _ " 0 ~ , . . t DELORIS 0. JOSIAH 1561 / 382 0815 02 75 6179 (E-B) DISTRICT / 840-06-010 1 ~ ± I t r,r, 1 ' ° ` ~ , ~ ~ `mot' ~ ~ ~ n ~ ' ~ ~ { £ J^4~ l r :'r:~ ~ V ^~~~1~ ~ ~ { 4~ r ~ ~ .r,w~ r ~ I rdtt' .f ~y~::r ' +e ~ r~f ~ ~ Y k ~ -"$171 V i ! ,r .r r { .4"; ~ r{ t ' r::,~, ,7, ,r, ~ ~a"! / 't £r , " J : ~ ( ~ , . , Z N m~ + } I r ~ 1 ~Ai j e. ' , "r F 11 ~i a t 4~~ R r... m~~w.v ,"r',1~~. ~ l w ~ i ~ ~ r i, S ~ ti W
r t ~ x ~ ; ~ * 0 1 w .,L ~ ~ .~d, r e'~_'/. i ~r ds w M:.'~ a ~h I t~` ~ \ KENNETH 1. AND WiFE, RURAL DISTRICT d ~ I: r ~ t ;i: ` ~ ~ , ' " ` : ~E e ~ r? / f , ` g+ ` - ~ j~ 681 "JJ~~ \ ~ ~ ~C1 @ I J t ' ~ f ~ri4 r;Yx Jp,~ 1 <44~ ~ .,,.~'r r-~~, ~ ,~,.,,j4`J "'r;r*r' d r~ ~ l 1 t 4~ f 3, ~£~"`t. ~3: A~~fl,n6;~~~£I}~~, 6ry ~54~r'~rr '.r x r' F(q ~8 v''€~tl r.€r l~"' x~ fi 'i is s k,.
(31 2902 144 0815-02-75-8908 _ RES/t FALdILY 840-06-009 ~ , . e ` , : ; i, , r ;I ,';r PAUlA P. HARGROVE / (E 8) DISTRICT b ~ y , ~ 4 , ~ ' : f ~ r ~N r r , ~ , ~ W. ' u n a ~ , t e f / ;f7 ~ . s ~ Or F' .°;F,,, ~ j"S I I~St ~ tl, i l~ d9 ~{i'r' r ~~V f ~~y 1'; n §~}~j1,.~J6f"~1 'w . I f,.; ~~"a r" ,~i"'+r':r:` 1t ~':.N _ a4~' ~ t a ykt t ~ Sa-~ t 'zi di Vr t~ve~ [ " 4"'~i rv" i x ~ ~ c 4 y ~~JJ~~ 1 ~ ~ pk~ t°~ '~I~f <<tla~~~v„~''~J,,~~~i^r_~'~"~tr^'r"lJf~~t{l~~J~rl"~~s,,~'p ~.~'~~r'fd ~ ~,9~ ~ ,~*°'r 'Jr~,~~:/" 'a~„~„.. r,~ 'a.~''~ w
RURAL DISTRICT ~ .r~ F t _ 4 $ ,t , ~ 1 ~ ~ I 1 .r r r~ ~ 1 ~ a~ ~ WILLIAM M MCCOY JR. AND ' , ~ r'l~ ~ B ~ ' ~ n h I ~ ' ~ , , ~ f f f ~ , RES }-FAMILY , t y • ~ ;fir.^..= u - , t;1 WIFE JOAN N. 1143 / 808 0815-02-75-9148 (E-8) DISTRICT / 840-06-008 , , ` r~ / ~ + ; ~F .f o ° " „ . ~w ~ ; ? F ~,u' ° ' r ~w , + tit d' ~ ,p~ T t; ~ ~r bt~7~"~„a ~rr.b~:'l t' 1!'T'fi i~?~f k`t y ~/J ° ` J w`°~'. f~,.i~ I ' y,, I /`Jr , d r' 1 1 ,"`fir r / or e Iv~ ,3: t x ! ' i J' ~ t ' p ' r / (t CqJ ~ :"'f i y r~(. d r",l pu ~r}{rr l~'~O+r~,~' la.'1e4'aI/ ~'r ~ ~''r~l xP "4 'rte m. 1 ,Oys..d .w..w~~ J'' i~ P,.J r b 4
~s~ ~1 d~ it"d'7~'~r~~~` 't._._~ ~ w ~ ~s '+t b~'w n x „4 AF.r~~~71~~~ a f ~r''_ fir" + va~w'e="~, ,i { b 1 r 1 J~ ~ r, i 1 ~ ~ RICHARD W. AND WiFE, RURAL O1SiRK:f - D 1 / r : r'~11J ! C ~ ~ ~ 'ti b t` : ~ gym, ,,a ' , P A'f ' t I ~ - - _ RES i FAMLY - r ~ s % I ~ ° t { w ~ 4' p y. ! t ~ j ~ ~ s~rJJft ~~r } { ~,gy. ) ,~~r ~{~rl~~rr,'O,J{; /ri{x ~~rr p""r" ~ ~ .rJr;.~r{~Y1"" r~ ~ J x r ~w , ~ ~ JY~ ! J! ~ d J~N J ~ { B. ~ ~ N {r'.~r~1 ! i ~ q~ f~~~~r '~Y9~ /r~''A+~'r if~~'r~ a ,r {r ^€rw9 W"+''r " smw." ~ r r ~ J' k I r ~ 6i 7 /
5) 1920 982 0815 02 85-0178 / 840-OB 007 ~ w: ~ " ' ~ JO ANN KINSEY / (E B) DISTRICT I ' ~ r ft~'rr a , ~ ~ `4 ,s r :I/ / °f r~ F , V ~ 3 j .y/d . ~ ~ ffr ' ~ I ~ , a.b~ .Pti i •,•hl T d,. J`, { F r" l W q ' e'° t?j. ~ ,",1~. 1, 1. r ` i t' s, t { + i r F ~ ~ r t -,rat d~ ~dpJ y~' d J "f t' r ;2, s~+~' g~}, ril i s t r~ ~ItM i ~I ~ f.. ar~r,/,~l a}'~.'~ y9 y a'~~i:~ P r°y* r'". 5 ~ ~ ."s^r - - ~j~1r ~d e:,d.~ rr{ } Y !v~ I~~V 115~~Jr r lr ~ I v y ~ ~ r ~ s Ir' 1 v t 1.~~~I ~i~'s~ '~~doi.. €'''l ,r~ Jt&;' h ~.e., ~ i~r~'° 11 ''s~~{'` r''F q '1R .r~~~f~. ~ f 1
RURALDISTRiCT a ~,V, n: r~,~ y; t I~ ie fft~"'" ~ ~ + EUGENE D. AND WIFE. / RE5 1-FAMILY t t/ , , k ~ _ ~ , + r , , ~ 7 6 1530 439 0815-02-85-1976 - / 840-06-006 r u 1 +1 rf d r'tt'' 1 f1 r Ifi o X ' ? wr r . yV'"" ~y i~ .s ~ } E € `I Ss jI~ (tp (}}(1 ~ h },+t~1 ~Jy +4 i 5~ {Ya ~ ,~xn L ~ 4~~~ it}~„v ~ ~q ~ ,'4~~y { } o~ ~ j/ `r' :rr s ' ~ ~ ,W°f f
LAURA E LEESON (E B) DISTRICT t ,;d'/, ,,°r/, , , t , r' l ~q.. 5438: r~ rr ' it 1 " t ` , ' ! q~ / y^ d fi, .'''~,<r i~ '-:p ,p. F'. d $ tk',,t ~ ~i r 4` f'~. '~1-.. RURAL DISTRICT r : ~ u" e f + a " a a I t t ~ w', , ~ DA17D GLENN AND WIFE, _ , , ` J ~ ! r~' . ! ~ ,j . I . ~ 3 } ~ 1 r L' 1 J i h "t' r ~~fJ / y, kd i ~Td~ ~ ~p,y 7 0~~~ I ~ ~y.. } ' e~ `S I'. i '6''s4 SQd '4 1'":~11 ,"'Crw±~'"L •y ,`~w ~l5ky rAkrl l~Y . ~;~r?T ~ wm>r~ 'k. ^4e "~4, ~ ~ °I ii ~t} YS ,r'a W 4 7 ' v 1 Y j f i a 9 y 9ygq \ { fit, ;a.:ln _ + Y
7 2138 973 0815-02-85-2974 RES 1 fAMlLY i 1 ! ; ~ _ , f r ~ 1 / E-B DISTRICT / 840-06-005 . r~,, 1 r + 9, 1 r ~ ~ _ ~r ~ „ s 1 t ;j .J KATHERYN TERESA ANDERSON ( ) h49 ~ , / r ~ r k ~ ~ r r ~ ! y r t ~ .r + ~ € '"Ew. 4 s - 3 k 1 F a t f . f o . '694;4' .,Y ~ ~ ~ t J` 9 , •J j i ~ ' ~ ~ 'f, : 1 Y ~ 4~ ~~9~`'D4s}~ ~~6~ {41,V,1~:, ~rr~ a;s:,;,,:~~'r~:. ,k "k `~y'~a~~},~1 ~ t 'd~ ~..,~4~,asl.~„~ 'a 9, a "1,. , ,r` r ~'v; 'Y,'~ ~ 3 4 ~ } }y Q y 'tr a d~ 1 L 1 r. .r694;d : t f } _ ;~i rl i } ~ ~ I y }a ~S t,} ' ~ .2 Q'i~ ~ &",i n$ ~~r t~ k b ~ } j .,,y, it r ~i ,
RURAt DISTRICT r - ~ i fi`~ . i k ~ , t 4 t ~ ( r / # r• ~ a a -r ~ ~ ~ r 0~693~ ~ ~ '~"i+F d~ f ; Y 81 JUDITH FOWLER HARDEN 2549 / 535 0815-02-85-3183 E-B DISTRICT RES/1-FAMILY 840-06-004 ,~s + _ t: r 1 Q ~ i ~ 1 k , e P e y i 3 ,I I , 3~r} fit, / .`_4938 r:,. t°~ dd J r ~ (i I' 4 ~ ~ 5 2 ,gyp 1 ~ hx.: ks l d 1 -I-iF .r 'x ~ 11 r i d r 1~1 , . i I Y 1 I,~(^:~V e! 4~y ri'v.`~,'4"}~~;e, i'1#~ ; ~ ® ~7/?JF,'^~4 " i._ `s rI_ k - e r> _ d V r ~t f ~ n t ~ ~`ti v " t n~/V k S =4- ~ ~ f i 6938 ~r . r r ~ ~ ~ { ~ ~~i ~ Y~tr a d ~ ~ ~~,r t 1}IPS ~ 2 ~,~FY ~ y~~,~ ~4~ ~ ~ 3 I , ~P 31 ~ w ~y
v,, t!'1"~L ti- oa i 9;o s~',1~,, r 1:4 ,If (r'~'4950 n +~,I ~r ; r t ~ f ~ t h 4 ~~2 t' ~ k. " r x ~ T ~ ~ '1" /~/~.V ,rr .'1~ 4 ~ ~.F 'e~ ~S 1 x ~ ~ ,k I. d d h ~ 1~ ~ f 61~V ~LC t'}+1dA k. k~ \ ~ 1 .'a2~ F ~ 0
EAST CAROLINA UNIVERSITY RURAL DISTRICT t _ I ~ ~ ~ 1 g, ~ ~ ] r'97 2406 / 73 0815-02-85-4862 E-B DISTRICT VAC RES/LOTS-SI4L TRACTS 840-06-003 ' u':Y ~ ~ ( h I ~ ti ~ ~ t : ! t I .I ~ g s ~ . ~ y , U REAL ESTATE FOUNDATION ( ) _ x,798 , i , , i b ~ . ~ ~ ~ . i ~ t ~ r --599. f ! ~ I 4 # t e i l t ~ ~ i I ~ . ~ ; I s ~ ~ ~ , ' ~ ~ : ~ r' _ r y~' a ~ r 5 I l / r d t tt" p d r b '1°~1qq; v. i~V, 5 ,yT. rv, 4 Y' M1 ~k ~ r ~ °~~n'4 I ~ r' ~ ~'~€r4~r ~ +r r 17r~Mr .!.y"~r, } ~,d€.i~, dF "r _~r' ~tir..:rTlJ9l^•-r~ i~~F; aJ °'o"~'~wY s~'~1 } ~ 1 I~,ti- =.~.f ",4 a~ s"I' Z
RURAL DISTRICT r ~ ~ ~ ~ ~ ~ A , , t i ~ 'r i ' ~ „lc ` u ° >,w ~ ~ ~ KEITH S AND WIFE, RES 1-fAIQIY ~ } ti r ~ ~ ~ 'y ' ti , ~ * , ~ ~'4 ~ a ro, rl ~ "~'":.t,. 1387 844 0815-02-85-8818 E-B DISTRICT / 840-06-002 ~ I " ~ ~ " ~ t . ~ V : ~ 'td r€ l f r A r f I ~y a Y4 "9a't~1: y~ i~ti' 19 1 ~ ~~r y`• ~ w>r Q~ I ~ I 4 ~ ~ ~r rrr'"r r!„7" r r ~~!f p ! £ r'' ir,rlr+~ ? l P,,, s d I~ i f: ; ~ g ~ S 1: _ wi"; ``w^w, . ! . , r r r ? r" ~ fr ,a ~ ~ ~ ~ ~ ~ J 1H15`PLOOD. ~ : .o ` ~W'?~~ ~ ~ k v r l,' „d r r" r' ?r. y ; y r' r ! r, dr'' 4 + s i1 '~;'ti } ~r~ 9g V b ~ s adt. YiRI UNE S Q",_ 1'. t
MARGARET P. GUILE / ( ) 1 I ~ i ~ ~ ~ a, t ~ w ,,i4 6 M1 x~ , 9, i ~4~- yp ~ ~ r ,t . r a„ F ` ~ 9 'w. r ' ~ ~ ` sP . s ~ ~ W 4~ 14r::, "y ua RURAL DISTRICT ,I J .a . v ~ ~ T ~ ~ ~ ~ ~ , -..~~I . ~ M m : , sy ,,$V 1 k ~ ~6 e ~ , ~ ~ y,. 1 ~w ~ r'V .fe'',: ~r:+:i rJ' ~ :~.~~€!?J~,d .~~rrr. rg y»N",~ '~1'f s~Zf~ ~6~• ih'~~t ~I~~MI ~tl'~s ~~r. i ~ t ~ 'HIV' -a'Y 5 "y ~ i ,+x rrrr ,r ~ d u ' 'G a ~ r r'J`'~l 'I,~a~BEEH ARY ~~TM I'" ' ~ e,~, r ."._I frr"'.+' ,~,1d//, ~'~'r'r'"!,tr`r ? ~,~~rls ~~~r,r, .~~~;.~J`~If~~'~,r'4?~ur-,~, ~)S'~ ,~;,:,:,tys:±',r~~~/Y{ ~ ~ w:,, ~+~!~I,~ ~rl `'i ! d-,.: l ~~uuu~~,7
JAMES TIMOTHY AND WIFE, RES 1-FAMILY ' ' I ~ 95.0 a @~ ~ r • 9 ~ ~ ° "r 'M ~ ~ 3132 /.459 0815-02-83-8944 E-B DISTRICT / 840-06-002 , ~ , ' ~ ~ ~ @ ~ ti r ~ ?'`a \ ti e, i~ , ~ t ~ ~ ~ ' . p r .r'' ~ .r" , C~ TAMMY MICHELLE HATCHER ( ) W.E r , ~ i a± t , k ~ ~ - ~ j • rr ^ r°.ts M"`* ~ ~ ~ alt 3 ~ ~ ti,"~~ ~ ~ ~ ~ . , ,r' r r r are l>> ~;ril~'~, +;'~s,~r-~l1~'~1 1 ~ ::t x~ ! d/~ ~ O ~'r--+ 4 ~ £ ~ 4 " r'' ' .+d r ~y~ .r ~ ,r",?~ ~ ~,~u! J'x'.,~'rf/ J ~Y/',.,.~ r 'a° e r~ ~7~ 1 £ ~ ~ r ~ .~rrr ~ d ; , a ~`V~ ~ A R+'r r / r t,~i7i'~> d r~'r'~Sl" ~ ~ 7ldx r ~ ' C r J r,.~ ~"~~r r ~ ~ ~ r!:d s.r , ~ .rl ~ ~,r ,F, r ~ d p ~ , h!"ar r 4r ~ dJ ~~1t~~1'a "1.~ + , p }
RURA! DISTRICT 579.2 t . "(-'r i ~ ~~'•v ` ~ ti.~< .1` t . ~ ~ ~ ` rW~. I l` Q ~ TRI-CITY BAPTIST MINLSTRiES Z;OMM SVC CHURCH r t + ~ 9 t , t a x 1 Y k, ,~I5k, , a ' , rr. ee u,rr, 0. ~.'N F/ A~`r rori px ` l~qq~~,,,l.,' lA~rjt ~r(:,},. 2' l~,p~rafl' a J l d i Jr ,i ! + V~ V € fi ~ rl} d ; ,+.f„~r r ' r ~ +;r. . f' r+,ix W f#+, ~M .~.Y~J r~ ~ r r tr ~ rrr r }x Yr-' :J'ra„~.r < / q 'O+r!`;~ ~A °°000000000 ~ ,~~'JJ' r r r a , ~r4 nt:rr r d d r~iF~ ' f t ' rY"" V
INC. 1338 / 367 0815 02-95 4017 (E B) DISTRICT / 841-01-008 ( h, + w < ~ r i , r' .,~•,'t~ , ,.i ,,.r r, a w'` 41~tl yl ~ C, ~ t dry 4,:,-w a~ '•E9t: ~ 7 'tIr }~9~. :y4 ` ~ f.~~I, ~?dr-i,~.~t - ~ i RURAL DISTRICT + ~ ~ r,, ~ ~ ,r ~ / a'r : } 1 u 1 >sd. " s~ , : 3 ; ~ k . 1 ~ ~ ' ~ N , „„,ri;. ~ ~'r yr ?O:.r' ..r' f1,~P., ~r A 9, t? r, rN" r & ?O+;. p~lr~.~~rs!`x.+.+,~ ,.'r 1,'fa r±~ ~:~J'~'.~~ ~rs41 d rr7 t,`: r' : . ~ .+r .,r r/ Y~ ~ ~".,r~ ~,w....:r ~i: ~ o° C 'Y r'r<~1*~ a , ! v , r'd/ ~ ;'.rir'~YJ ~ ~ ~ ~ F~ , ~.r' r d , o ~,SV~ o s` € v'"'' .'r,'r, J s, ~ W.:,r, ~ w .a~ " €/+r,?~~ r',, J'r 1r X111 s ~r Pl f'~ ~r"r~'/Orr'rye,,~ ~ r rp/;r~ rr y ~.n° ~ ,.rr an t''~ 9 „d~ s } ~ r ^,:::r I ~ ~ o° ~~~J°o'~ i r,,~'~. ~ 1 ~ r r, ~ r ~ x r r ~ + 4 rW 1 +J! {~.~lr,k~ ~ o £.1 y~o~ r ~ ~ M ;e.,. ~ a ~ ~ 7 0 i
JAMES C. AND WIFE, 9 ~i` ~ ,.:u:_ t.. -,t ~ k } i t "1 i ? CLARIBEL SYKES 353 / ?a0 0815-02-95-J522 (E-B) DISTRICT RES}^RURAL RES W/ACREAGE 856-04-004 ~ S ~ ~ ! ~ p r f 1 r , ' ~ t f ` ~ o f ~ ~ ~ s ."~l , '.:r d r` 6~g l r.Wf ~ .r xr~.-~:~"iai ~:I%~ d::+"r':~4~~'~!.,.~+Pd btr+,~11d~ 11.. .F7 ar+~. ..h".,rD 1.,:~. ~ a~~ r "rt:{r r~ J ~Lj.- kr 1` ,i;~r'-' ~ oQ ` o J' r'r ELeoo ne:s~r"r! wuuc, A ~ :s a~r~r flJ~`f. sx x,f ~yt~t, d~} •'~']D ,.".r*,r <Igf € 4~ ~~a~l rT. BY~~ ~ ~ ° SEAL °
~ ~ , a ~ k Via, , I 4 a~, r j f a ,1 I r 7 ~ -r-,p~- t--~ a`' ,~,/r ~ : 1 ' °m.,o ' ~ ~ x dF r w Tr .ry ~ 1 _ f a "T o ~ ~ ~ ~ ~ RURAL DISTRICT 1 ~ , ~ ~ ' ~ ~ ,rf , JOHN E. AND WIFE, _ _ _ ~ ' ~ - ~ . 436 704 0815-02-98 0140 RES 1-FAMILY t , ; ~ : ~r F "t ~ -~-5955 ' ~ q ~ r } ~ r r ~ ~I i . r ~ , + , ~~.;u~ : ~ A . , ;f; "!{r~1~x ~ r' :~\q d . + J r~ryl..~~ ~.3{£Ilel frr/%~r, ~~y+. r a~ p /r / y' 'n'.`~+.~. ' ~ 'id o o _ A f ~ } Ir rr~, !r' r i tJ+a, ~'rl (C,' ;~.r°'ri5'*?'P`rpr r'F'lrjdh J r..r , ~4 ~1' ~ m/ / \ 1r( ,r"` I ~ 20119 o
fAYE B. PICKENS / (E 8) DISTRICT / 858A-03-001 ~ { ~ , r ,6036 r d; ~ p , , , ~ I , : F ; ,1 ~ t : 1' - - I ~ ;y , - - ~ ~ r 6046 s ~ ~ ~''0°+ ,,r rfl id'~ ;G, ~~rftrr: ~o @D~ S,~:r ;+'~x^a~f ~ 4~r~4 D, O r } ~'1}' t ~ ~'q~ 'ti:. ~ t" \ T^~.., .~0 0 0 a x s,'/j xr ~ a-~ Q ~ r lY / '''`rJAf(r~ fJ ~r=' 1 ~°F~~'n~., E "V'V~' t I Js ( ~ o /o ~0. 0 ~
EDWARD AND WIFE, RURAL DISTRICT ~ ' ~ t, r~/ ~ ~ ~ 1 + ~ ~ h~~ ~ y'° R ° I f ~ RES i FAMILY k, 9 ~ r~ ~ r" 'I 5~ 1381 / 28t 0815-02-96-1444 E-B DISTRICT / 858A-03 008 ~ ~ , ` r ~ t DEBORAH GAYDOSIK ( ) ~ - a... w _ ~ ~ ~ ~"r s„ ~ ~y ~e da ed a 't ' ~ r''fi~~ 'J ~ ~ ~ j ~ 141t I '~I o0 0 0
a _ RURAL DISTRICT , ` 575 ,1 ~ a d ,~p47 , ~ ~ ~ , ~ ~ : j _ ~ (24 .l 0° ~ ~ ~ r~.rrt'tr ed ~/J/' 5 td 777..~~' py'W rdY }rf':~4 ~13>'' _ ~f /8+ r'-1 E ~G ~ "r~'^ ~°'^w. T96 ~ / e .n,.,+~ r:~ ~ d~ J p' r!'`"a `f . r4P 1~ 1 ~ w~.~.w, . 6
~ MERROLE ~NARENSKY 1744 46 0815-02 98-0790 ( ) RES/1-FAMiLY 858A 03-009 m ~ t~ ' 3 y ~ ` V _ ~ t ~ ~ V 3 ~ ? t ~ ~ ~ _ t ~ art, a'' V ~1 / E B DISTRICT n p r ~ ~ I ti, - ~ ~ RURAL DISTRICT ~ 1 ; , ~ ~ ~ ! , X26 , F r a . ~ ~ .t . i " ,ID: m a+`.r 'r~t"r l! i C xis t, / q ~ Q/~ ~~y a ~ r f9 ~ ~ ~ e F € ' 428' +Y'r. ~ 4 AV C?WG.'Y'FJ r~: f 1,'~~~. i.': a'~,:~ p, ~ ~;,v`'r~,y~'w:r~.~,3~'~~d~~I,~14dJf~~^r_ }~I+ ~k.,.", R~..7' 4981y`~'i' ~~~11 //jjam~ 1 l ~ .I
VINCENT AND WIFE, # ~ ~ ~ h • ~ 1 ~ RES 1-FAMILY v , ` ~ : ,1 ~ ~ y / ) ~ ~ j ~ ~ 1 ° ~ t k ~ -W,:, ~ ;~~.u, : RUTH V. WINGATE 1677 / 826 081502-98-1810 (E-B) DISTRICT / 858A-03-Oa0 ~W, , ...f + u~ ~ ~ ~ ~ } F. ~ ~ ~ 1 , ~ ~ ~ ~ ~ l P ~ . ~ i E f ~ ~ ~ Aed'/ , ~ 4. : ~ ,.r t 1 ; f r kt. titi r. fi . F d ~ h ~ L § q ~ , 4 ~ ~'y~S1,~ s~ ~rl - ~ , r P ~ ~l' k t~ €r r r ~a~4~,r ~ PJ 7 F ,~-,~,.r? / , ,~5, 4 ~ - rv"u ~,~~yrr Oyi~l~l ~~J' g.,Y 1 x~~l{~f5 Y ~ L~ ~ S~jQ~w a~ ~ P~1~~ ~L~k9 _ .r~ fir, ~7''1r'r~t, i ~4 p+~ ; : ~ r t~.r`~r ~i~^"~'~'~d`:frF~~,~~~~ ~ ~ ~ ~M1~ 4 ~~r'"j
l RURAL DISTAICi ~ ; ~ ~ ~ r ; ' ~ t S t s c , ~ , 4 :~3JR , • « ~ / t ~ 1. ~ ~ , ER H. AND WR'E ~ ` ~i' 4 R00 ` r ~ 983 423 081502-97-2002 RES/1-FAM11Y 858A-03-Ott ~J'~~' •}r' ~ `k~ : + tT~ ~ `hy : ~ r ~ d't ~ '§"~i';s G`~ .r~+t.? /I/`~~ w.,,,. .~y \ .,m mm r t It na b r ~ ID D t S 3
C . > JANET G. SPARKS / (E-B) DISTRICT t b u , ~ . i ~ . , h . , 4 i T ,i, ~ -f-•^: - 6i0 r ~ 64{„ i ~ ~ ` . i f J f X ~k L%,,4 v. +l.f ~'f ~ ~ t. t,-~ ~t\~ ~~~ig'4~~ ? t:. ~ r S SV " .610 ~ ~ ~ .u''rr I~jf ~ ~ {~~~'S1Y~ I Y„ rr ~ , .rw W :dFrY~ h5 ':i 9 I i' 3 ~ i r ;j 1vI: f~ ~ o \s. .0.a ~ ~ .~r~ E f !r ~0 Y 4 .r r ~ 'r t i ~ ~ ~ w ~ ~ Dl
RURAL DISTRICT f, ~ r~~. - ` ~ y~~ ,r `•'..~3: ti,>;'~~ 1( ~ .t.,:1,-~, , I ,.6.10 ' - - ~ F if t ~ :t ~ sv~ w ' , , v~,ti~4 r...z ~s ~QP RES i fAMAY t - s - • 1° 5'° BILLY WADE BAKER 3780 374 0815-02-97-0222 - / 858A 03 016 ~ ~ ' ~ : ~ ,9,'~~~J . - , ~ , b0- d~1 / (E B) DISTRICT f~,~~,;/% t + ~4.;.,~~ _ inn r ® - ~ `1 o0S F1P~. ~6 r " w 7 ~ ~ I A r ~ i I ~ a r~ ~ ~ } 4 f1P p ~ Y b it ~ ~ ~ r~
. 60~ RUAAL DISTRICT ; ~ r ~ , , , d i ~ ~ r ~ d , , t - •f ~ : e ROBERT AND WIFE , I _ , :w ~24 ~ ~ . ig/• • ' 'x a' ~ / • '`°~..,~,~,~'1' 9 94 5~0 ~Ot~~ ~ ~ 1 ~ ` arr ~ 5e ' S„-.,r/~ r rr`r,r r o ,~,~,am.'-..~, °`wv ~a, ~ r,, J n~.~`J''t`~~ tr ~ ~ Y .._._.~rb 1 r ° r d:: ; ~ f ~
PAMELA M. DENNIS 1043 / 834 0815-02-97-0636 (E-B) DISTRICT RES/i-FAMILY 858A-04-001 ~p j I~ , I f r>''y . " ~ fAT~,,,, ~s' ' ~ ,a._ T ~ : f r r r _ 3P'KfUSE ~r ' / - + "R, ~ i J~ tl a rx~ d+p r 81~"ER1dCI1F.NT SiRF.d. A FEA~4 „ 4 1 i 6 ~ F i f I ~ ~ ff
RURAL DISTRICT - + r ' ~ . WAKE FOREST BUILDERS LLC. 3939 269 0815-02-98-0094 RES/1-FAMILY 858B-01-0Q8 I Er, { { / (E-B) DISTRICT ~ ~ 9 I . ` ~ ~ 'a,, 4 ~ 609.E ~b9 ~b04 ~ ,i '."?x- i' z,: ~ ,J~ F F ~ ~s r . . o " 5 ! yr, ~ ~ s €,l~r£ r.~ ° Citd SURYEY.""DQEs NGi ` r k ~ ~ , t, . ~ rl '}~l} {.Ot~1~ 1~, 2SAp~S,~N~i~4 ~ ~ ~ e~~ ~1'j" -{"4751 ( r ti, r a 6"£~' yy ~yr - j~ a ~SO:ABf~FFR.'" O { r t ~ / ~ r
bd bra r~. RURAL DISTRICT ~ ~ t ~ ~ I . ~ ~ , ` ~ r' , - Q f ; .-r ~ , ' ~ ~ ~ ; ± 508 Sf~YFr~ ~I ~ r,~i G} 7s Id 4sf t d g. a,, c o rr f1i~l 1 & n r { tl 0 i ,~y 1 ~ ' "fir:~?~ „~i ~?iaE V.~d}0`~`~~~Yll s~e ~w'r ,~'r 1'/'d ` ~N~ ~`"s r : `\Jf ~4 °S 1~"\`,
VAC RES DEVELOPER ~ , ~ y k ~ sr~,eaNlr TRINITY BUILDERS LLC 2765 / 152 0815-02-88-6254 (E-B) DISTRICT / 858B-O1-009 1;~, ~ I , 'i ~y 't ~k,. i , - + f 1' }Sr~'iaA'oin ~ , ~ y/. ••,y~u n~. . , , . rFl ~ G~ J;- , v µ f , ~ ~ , g ~~~t i , ^ ~ t PObI~fASEr~A'1 c~ ~ ~ " 00~ , r ra" j f ~ f.^ \ ~ ~ fir ~~~th/~~~lj~r~'`~`~r.v~t'.J: , w~r~~ ~~r rrr'r 882 ,r t ~ ~ "
DAViD ASHLEY & WiFE NANCY t ~ ' ' s ~ ~ `~'<i *'~°w'~~~ 5` 6 RURAL DISTRICT / 858-01-03ZB ~ , y ~ - , ~ ' AF?EARS - , 3705 173 0815-02-77-9730 RES/RURAL RES W ACREAGE 4'- / (E 8) DISTRICT ~ I s ti ~ , , ~ , r ,r r ~ ~ o ~ , or DRn~N A. COWAN r ~ p ~ w s 5 AdiFS. ~ N9T sua0:cr I , f 8"ff~ rar",~ ~ d ~1~~~1+,~ ~r ~~l Pfa~,~t ¢w i° ~-kY" "5 fwd€l d~ r JS: r r 9' i a~ t ~ ~ r^~ ~ ~r ~ ~ a Ifi#5 ° r ~ r ,fr,r,•r. ~'`r~:Sd'' 'l r r''•.f ~ {f ry P r d{1~ ~~."r~r ~r`; ,'s~`k rr?',.? .d~ #i d f r/~ ~~~rr8 ~ ~ J~ ~ i w P pRA1N ~ I ~ : !l1{ l ?,v rJ ~ rt ~r'a.3!{{ ,:,x r , „~i 6. t~rs r'r d ':."7 « ~ ~ , d d t € r ~ %A. r'"`^ r.,. tt A Grp ~IBJ:CT .fv i3 r 1 ,r' i x.~ .l f f a a d+ 8 ,~1~~ qo;~ r r'la ~Yr ~ r}` r ~ JJ a ! i . + ~ ~ ,..car i P 4~
" „ .m ~ ; , , , . ' ~ ~ I Y.v51 Q~ CJ.~~ ~t ! - ON SdI~ 5~~D0ES A RURAL DISTRICT a w ~ ~ E +,v ~ ~ . ~ = ' . , , : as ~ 5 E `~a a , WILLIAM PERRY SUGG AND WIFE 2258 449 - - - _ RES RURAL RES W ACREAGE r a't ~ ..v"., ~ ` t, + , . ~ ~ o r h~ b ~ _ ~ r w ~ ~r lr~'+ s , ~~d~0" k r k' .+i4 r°d" v ' d ~I/ fr r~ ! .~+YS r J ~ r ~ r` il+J
TAMMERA JEANETTE BROOKS / 0815 02 77 5339 (E 8) DISTRICT / / 858-01-032A ' x ~ * . urYro~uxsr~ir ~ € ~ F aA ,p~ . ~ f `r J3 Qa J h ' + ";7kW.JlWISDtCilOkA6 + t ~ ~ I / ( : o ~ ~ r r~9 1rr4' r e~ .r r ~ f. t ~ Ix i~l ~ ~ s f, "ir~~,~w~+'r ' ~ ~ ~ ~ r w ~ ~ ~E ~ ' d 2 ~ PEA ~ i ~ / ~ t p ,0 a ~ ru d ° r ! ~ ' Jrd t r " 5 r'1 ffP ^ i, ~ 7 f ~ 4~.~8 f~ 4 1 .r`,, ' `
RURAL DISTRICT 1, x~ x ~ ~ ~ sn~aat~4~wu I j 525 t r 0~" -'ep~ tx , C.E. GRINDSTEAD AND WIFE ' 357 520 0815-02-77-1407 _ RES/RURAL RES W/ACREAGE 858-01-OOSB s ; ~ 4 'x.,f' r' ' : • . ' 1 sBO`~§®~ ~j6, / E B DISTRICT LORA F. GRINDSTEAD ( ) , r ,T 9 r 5, r'' , is ~ ,a~ .d, 9 Fl exisr 0 ~ GP o ~ ~ _ s~ ,~Iz "Mgg ~ ~ .,h ~ i a'~ ! t>'r~'~: rt ' r qh r l~~ ry ~ ~ ~ ~ ~ ~~1r 1„ ~7 . ` r~, s ~ ~ k ~r,_ MIS, rr~,l ~}r +"~1'a~. w r~r ~ r`n I6 i~,+n `\.,~,4,4.l itLf' {~ry•: ~//r'/,'t,, 'yr~ Q
. , + ~ o ~ RURAL DISTRICT i ~ ~ ' ~ Sea a ~r a(~o toy 5 MARIE DIANE COOPER AND 2083 87 0815-02-57-8520 AGRICULTURAL 858-01-020 "?E ` t' : ' ` ~ ~ r P ~~r, ..g Ir, 'P;r''t i~ ~ ~ I}~g~ e ~ ~I I ' ~„w-,.r'x i~,r, r ~ A ¢ ~ bbd'' \ ~ U
r. BARBARA COOPER ROBINSON / (E-B) DISTRICT t : AS ~ t PQ ~ e~?s moiN T~ AND "f" ; 6 6 : ' n , ~ a, , ~i'L - .55 po~Reasrerv : € ~ ~ ~ ~ ~x~ ~ ~ , r J,~ ,z~F,~~,~FO,~. ~ 1 ~ .,"~4~rr F ~./"'~~;1 ` y ~~'~Y,BARKHILLS 78aG3P'olN ~ ( #f) . s7PE~n~x y, ~p/~ o j~ r ~T. tFr~ ~ 7r4 p JJ ,l ~6
ANDREW G AND WIFE RURAL DISTRICT - u i' ~ „.h 1 ~ 1... i X73, ; ti ,y~, J "Y.1.7 III " ,,_.p4~f tf~? I. rlr•,.r ~l Ir}i1~ lJl~~t fu~94 ~ Ij rf4 ` rs ( 3~'~, }i'' 4,'sw~r lrM: p61VOK tJB~!'A~415:a/~/~ ~ rte.
E! MARCIE M, REVILL 1852 / 986 0815-02-559981 (E-B) DISTRIGT AG/ i FAMILY 839-01-032A ~ „r) ~ ~ P ~ ~ ~ ~ ~,y C L; RURA! DISTRICT ' ' ~ "1 4, ~ ~ at 15 e ~ ~ , `6 a r~' € ,+f p ; w,,,a< 4r f i r r ~ a I .,EjP I r r ~ g Y i
JAMES D. BARBER AND WIFE, _ _ d 0 ACRES x"5971 so rust: § _ vac RES RAL _ , ~ o• ' ra~~A~ ' o'~, do co M': 989 25 02 85 5687 _ /RU 839 01-032 ~ ` „ : > • AMANDA J. SMITH / 0815 (E B) DISTRICT ~ ~ ' ~ , uur~tn hh;~,„ ,ERENN ~ aau~' ~ 5 .,,;':3S ' t ~ r y i. 26 a i " om ~ r^. I 515 ~/!$r ~ w~-4 r •.r' ~I.r{'tr~~>r~,~ ~~ti t ~ ` aY ~ ` <d',""yk~~ f} t . " / Q . ~ h 1 , Z
RURAL DISTRICT 1 J t + .c' ~ / ~ <1 ~ ~ r, 1 5 NO "r" '~-x_55,, = y JAMES D. BARBER AND WIFE, - , ~ ~ 1 '.'~s~ / `5~
AMANDA J. SMliH 407 / 241 0816-02-75-1853 (E-B) DISTRICT AG/ 1-FAM11Y 839-01-0198 ; ' = f% , ~ € + ; ~'w, \ :~.~4:'` ® s - ` ` 1. rr?~'~..r,:::'W~.: a...._, , , ~s ~ , g 1~C~`m7'r+r'...'''.~ ~~i r.-.-r ~ m 12 ~'s'~~, ~ r~?'r~ ~~,yrh~~4/r,~ / s ~ w E!~ w~ , ~r ' r'~t~ ~ ~~"f r s > K+.~ ' ~ ~ ~n r£" OF t :~TBA[K~IkE a 4 ~ ~ . ~9 J t ~ I I a..":,~ r d ~ r ~:Y" r / a
r f - T SiR GAFF'.., :.::::t.. ;S$5`, ,r^ ~ a ipi4BitEPI EAAk q ' . :
. ~ q.. 1 ~d;s011 SDRe'EY;:-00ES .NOT DRAII~t . t 6. ~ . . -.ya, j:s ter. °•s'ae r .ice.. y y9 25 AC1~5. TH ~ ' ~ ~-~-5953 * ~ EREFOAE NOT SUDJECT°" ~ ~ ~ ~°Ar,'~ .a { y ~ TO A'BUPFER. c, • 55~ .4 .4Q. ~ \ ~ 1~~ /m - . ~ ~ t ~~"498~~ f ~ ~ D y,~ J r'~ ~-1 i ~ p R1p~ / ~
' S ~ ~ `31" ~ .Sys, ~ ,53y' e ` a . 5..87°22. J". ms's • I
CURRt~NT PROPERI"Y OWNERS ~ { , _a.;' ~ ~ ~ ~ '.>;~°.....:p : ~ ~F°° '613.08 . ~ I P p ` {p~ , " ~ n ~~g "".+t r{F ~ ~ ~ ~ " ~ , .GAS i ~ s~ ~~ti ~ ~ ~ w r r..
SUBJECTPROPERTYOATA ~ ~ (
' ~ 5999 - - ,OEt ~ _ N M1 ; l ° SU8IECT CURRENT OWNER MAILING ADDRESS PC>. / PG / PIN ACREAGE j ° ~ . ~ ~ _ r ' ~ • ~ ~ ~ - ~ - PROPERTY 3 ~ ~ ~ . 'y:
1Z9 T1MBfRHiCC PLAEE I ~ ~r ~ J +syt.B ~ 1 ~}5~',- ~s ~~1~ ~ rssaraa~'et,~r ~4 ,mho": e' ~ ~,L , ~A •~~1. ~ ~ y~ yr' ~ d.. "'~i ~ /'I. ~p r ~ &,r/~ ~ ~ £ ~a 72 ~`"',,4w y, k vixx ".t t s +',x':., 1 ~.r ~ ~u e GB ~ kq ~r'*""~ a,,,. ~ ~ " 496.1 } a ~ ! r Y'g
,Q SUN F(1REST SYSTEMS, iNC. ygpEl NI(! NC 17514 4657/84& f3/ Ji OBL5-01-85-1866 95.74 ~ _ F k ~ 1V . 1 ~ i v , t. - 1^ B S~~ ' '4 w std '4~~ ~4 ;,"„hi - 1,: ~ . OFUSC~ P~ldl ~ ~~A~A'16'_• ''t~' e w iii 'n k1 v, ~ 51~6"',Y $ ~ ! ~ ~ ~"~`~6 rr`Y ~ Gaa ~ ~ ~ ! . 0 ^ ~ ti,r ~a ° 1
I $ ~ ~ - = ~ ~ ''t I'7 : Shp UNIT Sr~d/OCH,1HNfL 1~~ .,o~ 's rq~~~ 0 l~ ~t ,~t~ r, 119 TIMBERHiCL PIAEf - + - - t-~Q~ , >..r" ~ g ~ , t ~ s , : = - _ r, ~ ~ kr, ~ ~ agti ^ e~ tla1. w a~',~ P 8 4355 / 435 18 / f2 0815-02-87-6340 18.61 ~ ,r' ,k, ~ w°~,~N : , f 6 i cs ~ A~ 510 irY~~ ~ ,`1,+• ~ , w ~ CAPSTONE VENTURES,IIC ; d~d,,t~ ~ i~'~ ~ 4,°~ ~ ,,,r~~,~ ~~erc~~cr d a _ ~ . ~.!`°°~,~~D , >r r , 4 , (g ~°1, ~ ~ ~N~ r , ;fir , `l 74~1kr4+{{t~ ; .'r 4£i,'Ar' ,P-d'} >,`l',:~"r€ ' ~'.+rr i'~rp j!''' ~ ~.f : why, •°Y£+c' ? ~ a'13~V ~ A H J. "~:~:.f x 1~~ k11. ~ k }F ~ A'1 f~ ~rps V i ~'w ~ ~ h~~~ ' rr,' r r : dIN t ' ~ a ~ ~ Jrr q~i.~ ~ r/~ , r ~ ~ ° r ~ t I $
CNAPEI N11L, NC 17514 3 3 r~i~ir~xusr~a~ a> r ~ y ~y~ , . 2 , qi / ~ ~ r-iL+~ `0~ d i'i ~5 ~dSd4-5€Ri1fY. DUES NOT D¢AIN' 15i +.s a. `"~~~~k01\~l j~'^,i .r,.+,,s~, L~5941 ~ t t r_ ; ~ 57 23:ACRES. THERffORE NOI SU9JECT +i / ; ; &7 ?~~r,klS i ~ 1 ' s~ ~t1 ~r2~; ; ~~f f x''16' +1 ` sl r ~ Y 7 m i ~w,, y J r~' t tr r r'` i/ '500:1: ,~J~ ~ , Y a~ a 'V Y~{~~~~ ,1, y ~~a, r, 1 i~t/{+f~rr~i7~'Ortr€r „>:J ~ ~ ~T'~, f`, 'ys' f/~r~~ i 6.. ;'tt~_'r'""' .r'r jr rte' ...~G~i9ry~:ri,://~ r~ ~ ~~,rA' + ~ 5
-{-5974 ~ t 6 ~ . ~ a `l ti:,, F ~ ' `4 'V ~ i °i `t ~,f '~~i~" - 515 atlt.,• l ` ;1~ ~r;~ ~ , "J~ ~'#tir ~ f ,f ''~4 d ,~d~~ ~r , r/ ~ ~ylF J ,~r'~' r r 1 r, / rrrr^ ~ ~ r'''~'~`' ~S j ~ r ~ z y ""r'~-':~ A~ ~ r 1r~88{' r i~ r" ~1° r1{~at~ r' ~ C rl _ 4 a ~ ~ a v Y } r a ~ r ! I~ f y 4, iv ~ r y~ 1' r~ ~ ~ y,90 ~ ~ I p ~ ~ ~ s~r.Y' ~ \
~ I ~ 1 ~ e, ~z t.~° S9 ti t: . ~ s n' r` , k w y A,r-'.. ~ ~;Pt 1rN y,.~~ 505.7 ~ ~~~a I d, ~r~~~ ~ I
w w t'..~ +:~y~,. +~"`"4a''`'a q}~~t • ~ r ~t ~ 7°p~l.'~ ~ ~ s00.4 v SO6, I ~ r'!£. ~i / Sss+~~.~~ ti'+r1 s. Q ~ ~ ~ ~ yqqr `,~~Y1~yy7&A~YP7 s kY .,o ~~r'~4r ~4,., ar`~~'t~,y'~ ~e ~,}~ep~ ~ ~ 1y ~7 ,^!Fr ~rrl ~ pro ~~w., ~ ~ t ~~~M~' • \~~V,~r+/r - /
¢ ~ s ° g r 1 ~ } r , ,y % , i- ~ ~ t s ~ ~ a+° ~FIP 4L 1 C` 1 I ~ i,.;r y~h : = T ~ I, s4 ~~t s+,~p tr '1~$ 4 ~ ~ 4 ~ 3 r }lY' '}d ~ d~~N~ ~ ~ t~x't 7 kY 5t,'~, ~ ~ 4 'r ~~~'S~ P~~~a971W~ D 'r'te t r~ ' ~ \ ' • ~ 1 iJ ~8~~ ~I : ~~~~~~7VJJ (1~1 ~ yy ~ ~~S ~ ~ }~l~ \ \~Y~"`%s e t l v 1 ~ a,t; ~ ~ 3 l r r~ ~ ~ ~ ~ ~ sE7a9Utu>~' ~ 5oo:e ( ~ K
/ 6 a< L ''s:,. r ~ 1 I I - F t.l far, i. r6 i 4 ~ r t 2w ~ , Y, xt~ i F, s : ~ s c ~ . ~ , ~ti -~I ~ ~ I tk~ six J t I / j, , ~ja ~9'i ~~P ~ ~Y4r9 fd ~t1}rr ~'}J{~'3 ~~I~ „ 5:~ 1fr ~ :'~!a ~ 1 `h'it /Y'
LINE TABLE ` ~ r ' ~ - I ~ ,,,,~,:::,f ~ : II 4 ~ a4 t ~ ! ~ {,88i8P8~9E7~Y4t ~ ~ ~ t ~ ~ ~ ~ k ~ R. ! a: ` . \ ~ ` < hw, \,J ire ~ r + r r lERB fDOEfr u' i~lx ;rtN4t?kT ~ ,5 ~ V r r
WETLAND AREAS , ~ ~ ,,S~~F~ ~r 4 } ; ~ ik ;r.,.,, ,;t 1 t~ Srwl~.,,i r Fr ~ ,e! 6 ,r,~iW~[ _ "F? / ~ r1t r) 't~, LINE LENGTH BEARING ~ , r ; , I ,1 ~ ' t ; ` ~ 1r 7GA 1rfSVf of d1. P ! v F "r`~D } ~r r g~"€ ' , ~ s ~ r x ~ d ~ ' ~.7 \ ~ ~~,3. ~ 58P if l F ~ ~ it t tr,Yirr ~ f a d i~ f ~ ti , ` , 'I~ "s + - \ ~ u f. ~ ~ ~ r ~ j l,l, { d' {:,..`r . 'k,. 483 I-..,- r' '
I~ ~7 L m d i ~ 7 1 w"9 R A S. F. AREA AC » ,L L ~ ~ ~ I ~ ' ~ ~ . ~ ~ _ ' ~ , ~ s , ~ ; ~-~'1~:.r t ~ ~ + : 1 qua r t~ , , . r~r:,;~ , + . ~ AREA A E ~ : , 4t, ~ f ~ , ' ° ~ :I ~ ti ; x ~ ` ~ ~ { ~ k ' +r;~ : r'r . ' L 1 194.92 N02 47 08 W e~ , v ~ € • I ' ~ t s . , , , , !s ' f F',+ 1 / F " ? °r' ;~f'r t r d i ° I ar:..a, ,t x • l I r''r~ s;~~~ fr jm, € j ~ ~ at , w ~ J ~ ~ ~r s' f i
AC I , ti~ ~ ~ ~ A 14,754 S.F. 0.339 L2 209.29 N03 34 46 W ~ ~ ~ ,I~, ~ ®~pp~} ~ ~ t ~r~r y t~ ~~~yp ~ 5 1 ~/~q 1 9Q ~ ~ P 7 , ~ ~ ~ " O f; ~ .~+{{j +7s~fSrwrrrr?rr~~, r~a~~ ~~rrdtr~f~ ~1 ~y~~.x9{}~ ypy~~{~ ~ l ~ £ }y, ~'e 4 Pa4Yl Oa~VE1}~~~~ y''~ . ~ ~ ~n ` a i { ':q` flr I. ~ ~ 'I~ rte y `i ~r I I pf:'" v !f:~d {r r:9; rd { J .s J . 4 Y t S r' ~4, l r~ ~ ~ ~F4
'a }t•~~"s5 ~~~~ti, ~ 'S°,,,., ~ .io'F~l~CJL' ~ ~ C ~ E rf 1, 1/{~1tF, fr; ~ s ,r r~1.S r B 19 802 S.F. 0.455 AC , . ; ~ , ~ ~ : ~ ti y4 ~,ti ~ ~ ~ i ~ , . + ~ _ . _ >!",~;rF,.~ L3 160.15 ~ 9 „ ~ ; ~ , ~ , ~ ~ ; , ~~~.~~-~s~o ~ + ~ -3 ~ i~" S89 21 35 E ~ M I ~ ; i ; ; ; I : ~ - r r1~~'~r~~ r r r r J3V+, 'd ~ i Yu. ~ , ~w wrY~';, "a ~ ~ ,r 4. ~ ,p ,r, `k: l! y.; D ..,~yl F~s ~ `'.r" ~ ~ 4
1524 S.F, 0.035 AC ~ -F-sB53 ' C L4 62.32 N •3 ,24,1E , , , ~ r ,.,r , ~ ~ I '1 f r' ~ ,i ~~',~'A ; ~ S' OOy,~1~ E ; ~ ~ ~ 1/ ms J ~ r" i I ~ { ~ a>r w+ ~ t ?P k 4, 9 } $ ! r 't, 'E ~ 4 \ ~ 4 ~ c ~ i l ; , I r t q r A'. f J s l ~ , F a V { r a k °a Vy. a 4 o N ~ .0F ~ i d~~ q `w k " Qd 71 P4_ _
D 2,975 S.F. 0.068 AC 15 DOES NOT EXIST ~ _ - ~y PQk , re0~' d +t } ~ 1. r. X588_ ,r,+ j+~ ~ tr ,47t e t ~ e ' ~~"t ~ { E 4 v, ~ `Y ~ (!?EJ{ ~ 4 k 1 `F4' ~ M 49Q. ~4.~~ ,,~..r..~ ~ ~ I'-y,;~ ~ 4 r~-~ ~~r , "®11 r € ~ r"mr rr° r rl ~ ~ 3 90 9~ ~~w~r~'" M' q~~m ~ S ~Y $ 1 ,r' . , is A~` J ~T i ~ (0.9 ~
E 2,247 S.F. 0.052 AC 'L6 167.46 SO1 09 12 W 3 (;Ir+ ,r : ; ~ i ~ ~ 4 D - = : ~ l ~ ~ ~ ;,"/Yr ; . I~.~t ~ ~ IQ S ' z~~ t pp 1 1 i t d g t E%ISr M'EP fP 4 ~ 7_ RJ a ~ ~ ~ VI f r asp f ,f • ;~;;z;;~~.zn`'~ ~SpQ,rw. ~ , 't. ' Y 'ws } } ' w Y.~f ~ 3 # } ~ 5 `~r"`yM1`.!!' '>~..w°w~.,~ _.17 ^^~1' ~ ~5
10 7 S.F. 0.024 AC E i ~ f x ~ ~ ~t: k t ; , f ~ ~ , r~~, t ~ F , 3 116.83 :1 r ~ , _ 28 ~ ~ : : , , , L 7 S01 08 55 W ~ t. ; , f , ,i ~Y ~ p , ~ / , 1 ~ , . ~ „ ; , f g f r l 515 ,'~"~`~'yE ~K+:" ~ 4 k... 51: w £ c. ~'k 9 ~a ~ ,~'"t 1 ` i y~.s: r" < I) 7 i x + ~ , p'~ aa q i ti r ~ r~l~.':~ 4'~'koh ~,y y1 fasi'r:4.~ 0.~ i'~ 75 ~j q Y£: ~3~'4 ~'a I ~.;a'~ ~ ,5 ~ S B,S .rte ~~n1S~~. ~ d Rt7AQi II ~ rr~ r' ~~w
, r F _ TOTAL 42,339 S.F.. 0.973 AC 18 90.51 S00 14 27 E • , t ~ ~ ~ p~ v, { , ~ s rr~ j I
• _ r _ L9 112.39 S0020 15 E t~` ,,f ~ f;, , ; - r.} ~ 29 ~ ~,,~w-~ R ~ r i r d ~ 5~6 ~ ~dk~b'tAv~444 ~ 4"~ gT I td s~ ~ "M .r ` 9~w1. ~1 ~i 1 sY~ { ~ £ ~ ~ ~g } M1,y ,l` i a r~~ 't~~ ~p J I - ° ':w„ ~ ~l`~~,~ 4 ~1fi a~J 1 1 ~ ~ r£ 'f ',Vs" a 1 ~9 s i ~ '4f I t ' vi ~ k. + r' f ~I 1~~ ,~,.,a + r ~ ~ 1 I~ ~ . w ~ ~ n, e ~e ' 465 Mr
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` , 3. RECORD REFERENCE: D.B. 300 PG. 237, D.B. 9251 PG. 422, „ - " ~ ~ - r • ` 7 4 ( s"'T; r ~ y ,r e x ;~y^" y r f V,+ 4 s T}~ I P 6 iT~ 1 - aS x 6 ei 'e t t ~ £ e e ~t y <r4~ K~ ~5~~'k I ~ 4 ~ ~ } s V' °r~"` ~ ~ ~ P r t al~~~ ? ~ ~ 7 } ~ """www'~ v~ dig 1 ~ ~ i ~ _JI
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MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE ~ ~ r iBO~a . ~ ~ "r. -~-S9S5 ~ ~ 'r~ ~ , r'~ i { ~ r~ t ~ t d , ~ 1€ ' '~,a ~ ~ rsa~ ' 1 ff~r) ~+a~ i~ ~ s ° ' ~ 603.6 ~ ~ ~ ~ ' i ~ t a ~ „ ~ r ~ ` ~ w°' ~ P ~ ~f ~f' 4' ~ at~7/ trig ~ 65 44 ' ~ ~ yph.. ~ f y ~~~'~,.W'! ~ / ' yw^? s ~I, fa G .~ery~ 1 ,,~"r^ Y - i o o
0 LIGHTS S BE S IELDED SO THAT THEY DO NOT ~ f ! ~ E,L 1, ~ 1 A ~w 5. wR: ~ r{ TOWARD MOTOR VEHICLE OPERATORS. EXTERI R HALL H ~ r ~ . + , , ~ ' , . ~ , t , ,4 , ~ ~ ~ ~ - raj.. , • ~ `1 ~t~, r 1°~" dd ~ ~ ~ ~ ~q ~t "~y , t 't { 14 ~t{~ ~t~" 3 ~ ~ t "v, ~ _ ~ ~,r~ ~ ~r," ~ ,a~, / ~~,~af ."~°'r J"d ~rJt i;} d'dr i'~•~ _ - 26,1 .ray @ - ~/~„-'.~r ~ ° /r' ° _ yd''~ J s."7rl ^Ff"~ ,{1}i. .v:, d'"+~i,fi.. ..,0 ~ ~'vBl' 1 ~ ~ E t... © j~~' V °o
CAST DIRECT LIGHT BEYOND THE PROPERTY LINE IN ACCORDANCE WITH THESE STANDARDS: ~ I d ~ ! ` ~ ~ 1S dt~ ~ f r Aa 1 { g 9 ~ ~ ! ~ s. ~.i ~ 475~9~ ,'i ~ "•w ~ada~' 1 ; ~ „~jC , 5745 n a ~ ' 1 r a ~ 8L:2 1, `5 . ~ - " a r r ~ n l " . t r.,a+ :I' f r'a Jy i r. rr `'1 F}~+''" F4,u ~,I'r _ 7 },q
1. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING ~ • . , , ~ ,d° ~ ~ ~ ' ~ i 4 w <s. _ ' - ,,~,r~~~ , . ~ ~ aa, 1 .,E:.~ ~ ~ h ~1 1 Y R a r ~ ~ ~ d 7 , ~ . ~~a~. u.:. °"~r , ~',r`, y~? >N r'r~ rt~~ . ~~i +f. F~P d~rk~,r',~r~ ,.~,VC. w.l',~+r;`~ ,v,„, ~~,,j (,.59, t' : ~1~ s'~.~ ~ i l,: .:are e F4~• ,^f 4 r, ~ „ ~ ~"~9 6 ~,Y~ w.~4,,, yg ir~R' rh t~;~~y~~y4Wry ~ I ",~'~r+^.,.r!`+ .ar'}1 ~Y I ~ ~,~t g I .,..1f'1 b , ~ ;a' ~ ;^ci~t' y $1,. 49~~~`~~ ry } 7rk"'4~'Y~y ^I t ~`1+ :rr ,rv` l~ 7 ~~(1.~~~+# rr v '6":y ~'`.3 ,~i ~r~, ~ y ° ~'9' ' ' + ~.1 6 l' ~ N7,~ 1R\ ti~a, ` Ogg 7',"' 9% '1ti°'~,Y. 'C4'+yti !e~
IS'/s FOOT CANDLES. 9 r ~ ~ ~ } € ( 1 ~ ~ : r f! 1 J ~ a ~ ~ ~ , ~ ~ ~ t ' ; ~ ; "~i'~ ~ ~ ` e • ,r,,,~ > { t ~ ~J - d et , i;; I c ~;.....e>K. JJo !d, - a' ? o f. ? d: u~ {8 a~ j fM . g s+ :,v,', r o'i~,. r~ J ~ a~n ~ ~ 3-.~ 1/' ~ ~r l 1 1 F , I ~g~z"`t'\w,. 'S` r i g I ~ 5(70°"' ~ \ ~''~t `~~"4k,3M`~
2. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESID NT AL ' ~ , ~ ~ ~ I v- 1 t ; t i s r ,f f ~,~C { d d t L ~ `y ~ 1 i F c 3 y 4 ~ ~ a. 1 4 k} P: ~ ro / a, ~i , 'c , ° rYd.JJ,l~ a, ~ r7 ~ ~inx'6 ~ ~Y~, , g' ~ ~ ~ ~r~ ~ ~ ~~.1 \ t ~ ~ 4 r~'w b~ '>'F v ~ ~ r fP7~Y lFa far ~ / 4 '`~~r
ZONING IS 5 FOOT CANDLES. " ~ J t y:.a' t^' ~ .t~~?,~n ~ ; 6. ! 9 ~ ~ ' 11 t (G _ '5::./ ~,,~F~r f y ~ ~ F FFr<aG~ 1 r '~mi~~, s; ~ r`~'* , 25°1 , 14 ' t 1` ~ i ~ rr fr--.~ ~',r~,+°rd0a ~'B' :ll llr 111 J'.~ If 2~.#J 1' y,)~..., %'rr'~ f~,V,.~ '`,O~ 6~f :.%r~
EET I F OT no P ' ED E OF THE PROPERTY LINE ADJACENT TO A STR S 5 O ; t ~ ? r 3a ~ ~ , ' ~ ' ~ ,..r, t ~ ~ 1, s,._ , . MUM ILLUMINATION AT THE G ~ r , ~ z 3. THE MAXI r's, ~ P ~ , t, t' r ~ . ~ r r'° ,a' w, ~ `n~: ~t jt ! ar ~ 4~~~~q~ ts'~'s;`~~~4is;21t` ~20 ~„e / ~ Ivx~, Is~-,~ b~p_~ t : a s 610 + 3f rf. ? :a'~ r~ € I''`ds,- - i ~ 11~~~ • ~r 4 ~ ~ / ^ ~ r k"' u ~ -r'
CANDLES. ,ft ~ + ' teF, d s r } ~ ~'3v~ ' ~ ®n^, d f td . , t; e s,. F~..._ "~fe"~ ~5°n^b a.,,.., (~5 t.31 r ' ^ ~r r ova rf 60~t .a - ~a 605 ~ < ~ E1Pol s g" .z ` F' r 1° ~ i 1
D FINEDA FIXTURES 7~ ~ ~ _ ~ t ~ ~ ~~Y~;,, ~y v , ~„v'~ 4. THE MAXIMUM HEIGHT FOR DIRECTIONAL L IGHTING FIXTURES, WH CH ARE E S ~ , . ~ ~ , x ~ v , , ~,y , , , ~ ~v , ~ ~ A tj9 ~ ~ 7. l` I 4 es r , t. , ~ , ~ ' `l I I ~ 9~ ' ~ ~ ~ ~ ~ Q~ ~ OS~ ~ I ~ * { Iwo d
ED ABOVE IZONTAL L E PARALLEL TO THE ~ ~ ~ > I ~ ; ~ } ~ • ~ ~ . r~ ~ • ~ ~ . - ~ ~ ~ DESIGNED TOINSURE THAT ND LIGHT BE EMITT A HOR IN ~ , ~ ~ ~ , , , „ 1 - ~ . ,a.. , ; t~ ~ ; ~ ~ ' ~ ~ ~ , r f ,Xy r y ~ v \ r jb~ ~ ~o ~g 61 F :+'ra' `r . J ~ ~ ~ r " }d' ~ , AAA. A\ r~ o g t,a hd r'~ ° °-"`w ~ ~~~~TJ, ~'~p ~'~`~''9 ~ ~°rp ~ I g 1 ~,ar ~ ~1;~" -1-4751
ND SHALL BE 25 FEET. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES, { ~ ~ ~ } ' ~ , ao9.? ' bo~` • ~ ~ ~ ~ ` ~ ~ ' ` GROU ~ ~ ~ ~ i ~ 1 °t ~ ~ d ,A , _~i. A vi, ~ ~Y~''` ~~'a v t,`~ an~~~V ~ ~ ~ e. \ litre t.116~ m 1 O r~ ti, y^ \ _ ~ v a ~ 241 '.u .,~y ~ 1 ~ i,) ) ~i"~ sr~ r1 r O '9~ \ ~,F s t t~ rtr { ~ rl ~.1 f „r s"
AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL ; ~ ~ ~ ~ ~ ~ ~ , ~ , ` , ~ ~ ~ / ~ ~ v ; ~ ~ ~ ~ vv'~'` ~ y WHICH ARE DEFINED ii ~ , ~ [ : 3 ~ R 7 Y 7 4y ,W ~ ' ~ ~'v, r ~ \ 1~Q 1 ~ ~ ~ st ~ ii ~ '~1(1~ sC., - ~ \ \e \ ,~,,pp 3 r r 1 ~ c~ 0\\\ \ r~ i77~ a, i~~~ 1§1 ~ ~Tr ~ ~4ra'ra`~.f'' e( OOr1 d' r 0 ! h, ~y } ' °J~"r}~:~„// { r~~r ~ ' 1~~'"r~' \
LINEPARALLEL TOTHE GROUND, SMALL 8.12 FEET. THIS MUST BE VERIFIED BY FIELD SURVEY (BY ~ ~ 1 ~ ! ~ ~ ~ ~ ~ • ' ` ~ > ~ 'i ~ ` ~ ~~s~ Av b ~ ~ `v~ Q~. ~ ~ !jj'` ' e?- 1 rr ~ ~I O}' ° °r `z ~ _ r/ ~ ~yr iis,..r 1 a V ~~4 r F ; ~r ? r'•r{ ~ # ~d1 r r~ i e~~ 84- ~ / ~~8 4 ,.ar 4 ° 7 r ''I `J
F PHOTOMETRIC SURVEY PRIOR TO THE CERTIFICATE OF COMPLETION BEING ISSUED. ~ ~ ~ ~ ~ - " ~ ' E e > ~ ' ' \ ° _ } USE O } ~ ~ ~ ~ ~ r ~ e _ . v : k' y~ ~ \ 9 U e~td 21 ~ +_f 21D; 2f8 21i;,~; ~y g r~I ,if., , ~+.rsf"\r'y', r.'' ,y~~ ~ ~ i # /~~r"
0 PUSH THIS MAY INCLUDE BUT NOT BE LIMITED TO HORIZONTAL LAMPS =E t;~; t ~ sr~.,~ • ~ ' a-~ ~ ~ ,I k 9 0 s ~ ' ~ ~ ~ e s:~ ~ METHODS TO ACC M _ e ~ ~r r:F a a "1 Q r ! 3 ' i$~ f '~""'"\'~'y 'r / ~ wr d - \
~ ~ ~ ~ SHIELDING OF LAMPS, REDUCTION IN THE NUMBER OF FIXTURES, REDUCTION OF WATTAGE OF BULBS, ~ ` ' ~ ~ ,1 ~ Y ' " ~ ' ~ a 7 fa,r `x r+, 2a5 I~ t R ~ ° fi 0~ ~ ~ F i I a{' Y a r ar w. ~kk + ~ A ~ ~ 1~ J ~ ~S°~~ ~fF ~ 1 ,off r~ ~ 3
E ED ON BUILDING PLANS PRIOR TO ~ `-t` ' ~ ~ ~ ~ ~ ~ ~ - . ~ ° ~ ~ ~ ` ETC. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BE R QUIR r ; ~ ~ ~ ~ ~ ~ ~ ~ . \ \ ` ~ ~ , ~ ~ , rr 226 (NOM YED) _ a 08 ` ° { }u\ P i5~ ~ c I ~ w,~r t \j/,/- ~ ~ ~,~C, ,f ~ , Lumk j """VVV ,rr ^ ~ v m~ , 3pr~~1 6~" S ~ ` N ;o- \ i ~r'~s r<r~yr~ ~ f ~z~,~~'ti.+"• k~0 r~~.
~ ~ \ ~ BUILDING PERMIT. t \ ~ 1 . ~ \ ~ ISSUANCE OF , F t _ x. ~ , a 3°~ Ate' cP .7,~;, ry I' ~i'1~2,~;:~ _ 29 ~r'~I, + {Y~ s .~-~A~f1~8ARKHILIS
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y^ , ~1 , t NUM. OF PROPOSED LOTS 289 _ yu.+:. 159 ~ ^ 167 ;A .A. ~ "§~7 t}75} 18 ~ ~ ~klfli r_t{ m # } / ~ ~i ~ 'rd°, l~= 49 ~ ~ ~ ~ x A7 ~/,r ~ a
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OS3 22,220 S.F. 0.51 AC. ..6' ~ " , ,4 9, > , i ; ,,r~ -.'r, - C _ ~tF:3~ 103 J o 1(' , : . _ ~ ~'~C iQ \ 'r,, ~1 [ ~ , V 1 f ~ v V ~ , ~ r r' ~s ~P -I-4~~~~~ - r ~ ~ 7 ~ r '"'y KnOx~ll~ee TN
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~ 9 I : 31 a , .Asyp~. ~ , 3`4~a7p ~ /~Tq~ y h ~7 ~ 7 ~ ~ I r{~ ~ ~~~"f r,r 7r # s 'r a ~ r ~.X1ngtOn KY ,.,,axr b 's:. d ,,J,~ I ~lA p~ Y ~r d ° i r~""; r ArF' P d v ~(i ? ~
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OS7 27116 S.F. 0.62 AC. , h,, I,,f , W~ ~ a.,t ~ s:.. - ~ ; ~ - w. ~ ' d ~ ~ ~ , y t, , t a, W.f. ca a ~ ~ ~ / ~ ~ ~ ~ ~ I I ~ ,~,y^ www.vaughnmelton.com
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~ ;,w;. ~ , JJ I i,' 70 ~ y.. d 1 4, ~ I I ~ ~ 'ax ~ d ~ tr ~g> {r" ~ '~'d ~'y'e
OS10 19,810 S.F. 0.45 AC. I ~,1 . ~ . ~ _ _ ~ r . : , ~ , ~ LL ~ - Y ' `f k 1. ' ~ .J~ _ . . . _ ~ f l 5 ; A SFr ;..I y,k.>~ O i. r '4 "x.4"'4 ..4 't,'.. f "~N° a _ ~ a 4 ~ ~ , a ~ r~ H ) I ~ - ~~~.ra ~ ~ >r ' / CHECKED: P.E,O.IL.D.B. ~ ~d ~ r r
~ I. r . F a a , r,~~ ~h~~~.k~.s.~.t ~~~q~. I ~ - OS11 24 702 S.F. 0.57 AC. 1~ ~a ; , r , : , , ~ ~ ~ , a ;a;; ~ r ~ 0 4P~ ~ 9. 1` ! # rrt" ~ , A>T"r''~l `~dr,~ ~a~ 6~~ \ ~ ~a~ ~ ~fl ~ ! -1-441.1 1
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. I~~ st vrr ~ 5, : 1 6.. y; " ;t ~ , y+:r'~.+ ;,~F" 'yl „"'''u ~wm»"" ~ . , , ~ • 1. TOTAL 1,585,388S.F. 36.40 AC. I~1 ~ , ~ ~ ~ ~ 4~;a .:;~,~t~ q ~n ,
W ~ st ~""u+~co, I r ~ ri ~ ~4 t „1' ~.:ar ~ .d" r ,r'' •r' - ~ . °m"`" na„ ~ ' ~ . a, ! a L ~ r s . r ! ~ , . a. G y~:~ ~ ~\r Ir+~~~ l~~~~`~~'~~~ t` v ~ .ai kM~~` ~,°~a° I~ ~ P, DATE: 4-18-05 t Fw.X" ~ , ~ ~ I ~ rr o ` ~{-4616"9 w ~ I''I_ ~pp t w ~ ~ r~ ~kY~ = I ~ I
OPEN SPACE PROVIDED - 31.56% OF 111.53 ACRES 'b'~.y~y ,d•,., ~ ,,a ~ , t 1~. ~ ^ ~ ~ ~ ~ ~ ~ I~ ~ .LL ,ly F M`;s ?'f,~T l.; ~ T ~ p ~ '~ma.~v ~vid , ^ r , r - I ~ . ^6 `'~1 ~/a !I', ~ ) ~ a'~ 4491 ~ ~ eq #:~_f e ~'"y 4~~~~~ ~ d r4~;/r>~~.- ~,t `a+ '`t~~ ~ ,s ~ 1 } rr-"' 4'~'''a ..y 1 ~l~t~~ m=~ ~.+4411i~k~' m ~ ~+d PILE NAME: CP-OVERALL SITEPIAN
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NOTES. .l, t I ~ ~F , ..r _ . - ~ ~ : ~ ~ ' I - ~ ~ . ~ , > " s ~ .a' I I~`'~ ` ~I N ~ 413 g ; f ~ t r ~ t~ r ~ 1;3 r, ~ ~ a v { Y t? \a `t a ~ r~ i,~r " i ` f~ f ~ I~ f ~ " 4 , ~ ~ 4 p w ~ CITY OF DURHAM
q ' j I n~:~,-.,_..f i . t: d 1 li ' I ~ ~6 . ~ }4 \ .arr 9~A , .v l 11 CONSTRUCTION OF PHASES AND IMPROVEMENTS MUST MEET THE CITY OF ~I t is"n...a. - . z ~ , s , ~.,.N r~° aeaj , ~~,.a . , ~ _ ~:-4~ ~I~It* ~ ~t"~ "t :r~l ~ 1 ~t it E ~ , a i ! ~i~ ~4 ~p PUBLIC WORKS~DEPARTMENT PLAN
DURHAM THRESHOLD CRITERIA.
511 i { i # f I v>, r,'/ 560~`Tm '~',ti ~ ~.:.a ^r`~=i' r`„'"'.+'> I: sa."f r, .Y;Y+r'': ENGINEERING nrrnvvLu DATE p, DRAWING N0: 40, { k: STORM WATER DATE
RARLIFFPLACE TRANSPORTATION DATE
DATE
DATE

TAX MAP: 858A-01-001 TAX MAP: 839-01-012
PIN: 0815-02-87-6340 PIN; 0815-02-85-1866
1' L!
~ w w
~ 22 CITY of uRH I
{ 1 ~ I I I I I • STORM EASEM~PIT ~ ~ _ - _ i €I 11 -
I I 4 QQ 136 ~----------J _ - f 7,260 SF { ~i I ~ ~ v ~ U3~aQ
~ $ 7,2905E ~ I 4.17 AC ( w ~ I 0.17 AC I ----r - - ~ I ~ m _ _ GRAPHIC SC o 0
_ - - ~ 30" ROLL TYPE I I I ( 30 ROLL TYPE I i - - _ - - - - - I 123 r ~
_ _ _ _ _ _ - C&G (TYP>) L - - - - _ Cate (TYP.)- C~ - ~ L- I 7,290 SF ( " I I 0.17 AC I ' i I ~ o ~ ~ ,®o to
8,797 SF I I - - - ~ I I I - - - I 5 0.20: tic
I I j 7,2so sF ya ? I , - , I a17ac I 5' canc. i 7,381:` SF ~ - - - - - ~ ~ ~ w
s yd (TYP.) I I o 17 Ac - I I I (n~ ~'r) ~
~ _ _ I . J I 115 I ~ 137 L________-J
~ 7,260 SF I 7,290 SF ~ _ a o I o.17 ac I ~ I o.n ac I - - - ~
- - - ~ ~~,o L _ _ _ _ _ - _ _ J I ( 15° CITY OF DURHAM I _ _ ~ 4
e~~ _ I i I tp ( 33 8, 8 122 STORM EASEMENT ~ u~ - - - - ( { - ~ ~
I 7,290 SF ~ ~ ~ - I I o.17AC ( - -
I ~ ~ I 6 I ~ ~ ~ I ? ( ( ~ 50'RW o N
8,803 3F ~ g ~ I 6B ~ ~ ( 7.260 SF . I ~ ~ 9~ r ~ m ~ 0.i7AC ! o L----- i ~ I II Z I
i ~,zso sF I I I` 0 4, I m
I ® ~ D17 AC ~ ~ - - - - 138 L------ --J - ~ I ~ I 116 I , ~ 1 ! ~ I 7,2sa sF tai _ 7.2so sF ~ - -
I o.n a ( 1 ( 0.17 Ac I , ~ - - ® ® C ~1,r o~ iii
~ I 1 c ~ ~ ~ I 1 I { I ~ ®
- - - - I---------__~ 5 cONC. I 121 ~ f ~ I - I TYP. I I 7290 SF I L~-.-_.__-----~ I I ® ° ~ SEAL ~ e
sdRw I 0.17 AC I - - - - ~ , r - a I 7 I I ~ ® = p =
~ I Q ~ I a' 7,289 SF ~3 I I I ~ 0 20119 0 0 D I) ~ ®
- ! I - r ~ 0.17 AC a,ol~ SF , q ~ ~ 16 CITY OF DURHAM i ~ I I I ® r i o~ /y 0 1 mo ® b poppH V~~
a.1a Ac I I I b i ~ 7 zso sF ( STORM EASEMENT I _ _ - - 139 L - J ~°O ® ® °oo po o __~I ®
I I o.,i Ac 117 I 33 e-a - - - - - - - I I 7,283 SF
I I I 7,331 SF ~ I 0.17 AC I - - - r I I I a.17 ac - - ~ ® ~ ® ,1,,~\ ~ A ! dpi _
~ I , I 1 I I ~ -P~~~ ~ 120 5 CONC. ~ L,
I 7,358 SF I I~
_ I I I - - - - I 8 I
22' CITY OF DURHAM ~ ® ~ ®9 ~ ® ~ I, STORM EASEMENT ® ® ~ ? ~ ~
g4; N , 'I ~ ~ 0.17 AC s,4ss s~ L' r n < F ~ , I ® ~
o I 7,928 S I I o o.19ae I o.,6ac ~ 1 ~o 140 - - ® ® ~ om ~
I i : 118 °°'o I W' I I I ^ o - - - 9,323 SF : - - - - - - ® ® ~ ® ~
I "I - _ - I 7,787 SF ~ ~ ( 0,21 AC I ~ n I I I 0,18 AC I tr m m ~ ® ® ~
- - ,u. ~ ~ I ( 11 g SIGHT ISTANCE ~ ° R TYPE ~ ~ R I 1 8,810 SF I D $ ~ ~ ` sor ~ VARI'AB~`Wlt~.,„CITY I I I N1 I ® ~ ~ \
. ~ spT ~ ~ 0.2o Ac ( TRIANGLE (TYP.) ~ I CdcG (TYP.) OF DURHAM STORM" ® ~ : ~
. ~ ~ J ~ VARIABLE 1MDTH CITY OF I - - - - - ~ I ti EASEMENT ~ J ~ ~ ~ I DURHAM STORM EASEMENT,, ~ 7,a1s sF VARIABLE 1MD'Ad cITY ~ • ~ ~ ~ ' ~
_ i , ~ pT ~ 1 ~ - _ - ~ SDT I 0,17 AC ( ( DURHAM STORM EASEMENT ~ 1~r~~ r ' C~, ~ U
I _ - - L-176.73': ~ . h~
1G - _ Ns6 x1'50"E - ~"R"?SD.~'-- - , ;n o „ ~ti~, - ez,,r ~ S ~ saT ~ - _ J
ri _ - N7948' . HC RAMP 1 Rp~da _ ~~7a - ~4~70 ^ , 0~ C --"R"25U o E 129. .'~`ti,TYP') ~ ,Op"W / 6~ - ~ KEY MAP Q
92 w ~ 5?9'Oj ~ ~ w, 55.57 p~ m
-k~5>f6D~ ~ v; . 30 ROLL TYPE w ~ N ~ ~
I I I I _ I I I I I ~ I-- - , _ - - snT - ~
i I i t I I i `7 I I I- I 5 CONC•
~ I r , I_ I I ~ r i ~ i I I I I ! l ~ s w TYP. v
~I 7,33 SF 30Q cF ~ ~ I I r, I I ~ - - I 1.1 I ~ ~ ~ I 10,217 SF ~ ~ ~
0:~7 kc s os0 sF ~ 18 I 1 I ~ an nc I_ I I I I I o.23 AC I I o.19 nc ! a,zSD'sF, •IC 17 1 I I I Q
I I D.19 AC a+ I I i I I I I I; ' I 8,167 sF 16 I I I i VARIABLE WIDTH CITY
I 0,19 AC I I I I 4 T ~ I~ I 7,925 SF I I I I I OF DURHAM STORM ~ ~ I I
I , I I 0.18 AC 15 I I I EASEMENT I I f~" ~ ~
I I - 7,670 5F ~ ~ .~J I I - . i, f I I 0.18 AC I 14 i - _ q I I I I I 7,595 SF I 13 _ ~ t" I~ ~ LEGEND Q
i_ _ J L I i I ~"f I 0.17 AC I 6190 SF ~
_ I I I I I I _ _ ^~m ~ _ _ I I I I `f ' I ~ . , ~ I I 0,19 AC r - _
• • • • NEUSE RIVER BUFFER
III I ~ I - I ~ -J L • ' 12 s D
I I I I 7,685 A.
" ~ I I I 0.18 AC f ~A"--- . ~ t...,.._ _ _ I ~ , / ~ OPEN SPACE O
--"J L ~
" - ' E1P ---...1 / / ~
,T ~ • " , TREE SAVE p
_ - 22 CITY OF DURHAM V ABLE DTH OF ElP STORM EASEMENT ~ URN STORM SEM _ ro Q
~ ~ ® PHASE LINE w
/ ~
L TES. - _ _ ~ ~ , I I I I I I I I I I NATURE TRAIL (PAVED)
qq ~ I • s -
I, ~ NO SIDEWALK EXIST ~ ! 1PS
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR I 1 I i< ALONG GENESEE DRIVE FUTURE PHASE
SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN I ® r
' INCORRECTLY ON THESE PLANS IF SUCH NOTIFICAI"ION HAS NOT BEEN GIVEN. p 20:1 TAPER RATIO

N ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. ' I 1 2. ALL DIMENSIO S ~ ;
I I i Toss
N TRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS, I I ~ 82° AASHTO TAPER TIE-IN 3. ALL CO S ® ~ MPH D SIGN SPEED (35 E ) LOT 10 INCORPORATED INTO POND B:
4. BEFORE STARTING ANY CONSTRUCTION OF lMPROVEMENTS.WITHiN ANY CITY OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-0F-WAY THE FOLLOWING I I Asheville, NC
PROCEDURES SHOULD BE UNDERTAKEN: CITY RIGHT-OF-WAY: CONTACT LOCAL AUTHORITIES' TRAFFIC ENGINEERING DEPARTMENT FOR ~ I h I ~ 828-253-2796
~ I o~~ I INFORMATION ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-0F-WAY:. ~ r N Cornelius, NC
CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT ° ^ z ~ 704-895-9051
N.C.D.O.T.DISTRICTOEFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER}. Greeneville, TN
• ? 423-639-0271
5. STORM DRAINAGE EASEMENTS: OWNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTEN~iCE OF STORM WATER FACILITIES IN Knoxville, TN
THESE EASEMENTS REMAINS WITH THE GRANTOR. THE EASEMENT AND ACCESS POINTS TO THE EASEMENTS ARE SUBJECTED TO THE TERMS AND ~ 865-546-5800
RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT Lexington, KY
FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT iS INCORPORATED HEREIN. THESE EASEMENTS AND ~ 859-27 I - 1483
REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS 0 Middlesboro, KY
OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENTS EXCEPT ACCORDING TO THOSE TERMS, 606-248-6600
www•vaughnmelton•com
6. SANITARY SEWER EASEMENTS: SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, Copyright ®2005
EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. All Raghts Reserved
DRAWN: D.R.D. _
7. THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM ANDIOR N.C.D.O.T. ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION:. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING
CONSTRUCTION INSPECTION OFFICE AT {919)560.4328 FOR APRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE CHECKED: P•E•OJL,D•B•
PROPOSED SIDEWALK. JOB N0. 30520-01
8. TREES SHALL BE SAVED IN ALL AREAS WHICH ARE NOT TO BE GRADED. SCALE: I "=40'
DATE: 4- 18-05
9. WHERE STREETS TERMINATE (EX. PHASE LINES) THE FOLLOWING WILL BE INSTALLED: 1) ASPHALT HEADER, 2) RIPRAP OR CONCRETE APRON FOR FILE NAME: Const-Base
STORM WATER TO DISSIPATE, 3) UTILITIES TO EXTEND A MINIMUM 5' BEYOND END OF PAVEMENT, 4) N.C.D,O.T. TYPE III BARRICADE . DRAWING TITLE:
SITE
CITY OF DURHAM PLAN
PUBLIC WORKS~DEPARTMENT~
RrrKVVtu
ENGINEERING DATE STORM WATER DATE DRAWING N0:
TRANSPORTATION DATE
DATE
DATE

I OPR~I "i~1 I°I
TAX MAP: 858A-01.001 TAX MAP: 839-01-012
PIN:081~-02-87-6340 PIN: 0815-02-85-1866 ~ ~
. z W W
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\ ~ \ / 7,e~ sF j 8° A IT/{RY SEWER~EAS PJiF+ T . . ° . ~ / 098 AC- ~ I . V. \ 7~' / 1 ) 200 199 I EAS~M~E: T ~ I ,r,/ V ~ ~ ~
\ I I I, I e" ~;j 44 0 20 49 80 180 ~ ~ d 4 I ~ ~ ~f ~ ~ t' I~ N L L
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\ ~ ~ ~ ~ I ~ ~ ~ j I f ~ ~ ~ ~ i itch = 40 ft.
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I I I I 22° CITY OF DURH M I , ~ ` 0 ° 4,n. ° , ~ ~ ~ 1 1 , IA \ •'1 . ' ~ ° O CITY OF DU AM ~
I I I STORM EASEMENT I I C, , ST~t EASEM T J I ~ I I \ ~ ~ ~ f ~ Cs
' v 1' 0, ~ ' / ~ ~ ~ ® ~l~g®i~ 0 cv
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8,712 SF 0.20 AC ~ ~ ~ ~ ~ ~ ® ~ ` \ ---j I A j ~ I \ 191 0.2o ac \ -
I 'L`~ \ ~ 3D Y OF RHAM \ j j 8,712 SF I I I I ? 194 ~ 8" ANIT SEWS ~ ~ ~ ( ~ ~ \ ' ~r; ~ VED) ~ d® ~ \,1111111111/r/r ri
VA LE CI \ o ~ ~ l l o.zo ac I ( I I I I 7s2s sF \ ~ ~ SEMENT ale ac 0 DURH STOR ° o , ~ ~ _
I I I SE ~ 4~0 ®a a n ~ j ~ `Z.~ @r r' `G C l r ~\~O`oo ` S O oo "/q i
I 1 1 1 j \ m ETLA A . I I III
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I I I I I I TUBE AIL y1'I ~ ° ~ ~ 6 I I / ~ I ® pA , r :,tee. . \ f`' ATURE~AIL ~ ° ® f ~ e °
\ ~ 30 ROLL TYPE n ; G TYP. 5 CONC. , e ~ ~ ~ ® ® ~ ~ ~ °°o ® ® °0 00
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m 574 A ~ ` . , . ~o _ N89'28'S7^w _ ~ L~1 SO° P Ag. a7 , . a
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® ~ . ® ~
~ ~ Q' I 2 ! STA: 112+55.37 ~ ° ~ ' ° ° \ ~ ^oe ~ ~ ~ i -4 ~ '
~ DT i6' 02 l ! ~ gj ' w .,,e ~ KEY
~ ~ ~ -1 I ~ ~ ~ SDT ! ~ ® / td d > 1 ° I VARIABLE WIDTH CI(fY ~l r- _ ~.,h ~ ~ . ~ , 0 9 _ ~
W1 OF DURHAM STOR I I - _ OT I ! R _ ~ - ° . ' . . ' LEE
~ EASEMENT I 1 ~ ~r,=,
Ill I P M I 80 I I 81 I I i ~ . . I ~ ~ , I ~I I a,o3s ~F I I 7,217 sF ( ( 82 1 I ~ ~ ~ ~ ~ . k/ TLAND _ 1 ~
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SF I I I I I( 7,977 SF I I~ I f~ i . . AC 50' R 0.18. AC ~ y s . eB ~'1~
I \
I SIGHT DISTANCE ~ \ p g3' IB-B ~ I I I I I I I I I I I ( TRIANGLE ( I , I I ~ 1 / / OPEN SPACE ~ . ' ~ ~
J I 107 1 ; . . / SO' USE / ~ ~ ~ O
I I------~ L--------I I 7,261 SF C. ~ p~ ~ . . L . ~ ~ / ~ i iii ~
J 1 ~ I o.n ac \ ~`i 1 U ' 'B~~"~'~ ~ TREE SAVE ~ • • 1 . / / I EIP .iii ~ ~ . / I
I- ~ ~ YA TH cl I~ VARIABLE WIDTH CITY OF I I ~ ~ ~ ~ / J ~
~ t~ I I M T DURH STOR 1 , m i DURHAM STORM EASE EN • , 1 ~ . . ; . / ~ ~ I l ~ • ~ PHASE LINE ~
I 1 -__J ~M t ~ _ \ ~ ~ 7 I 83 - ~s / ~ ~ ~i•" / / / J
I v 9 I ~ . I I 001 SF 8,455 SF I ~ 4 ~L % . o ~ /
I ~ ~ 0.18 AC I 0.19 AC - 4S6. ~ i , I I o o I i 5 coNC. - ® ~
- \ a c~ I I I s W TYP. i ~ ~ ~ ' / ~ 196 / IIIIII1111 NATURE TRAIL (PAVED) V .v / 14,531 SF ( / A i 'C
I o I I L-----------_~ POND ~ _ ~ ~ v ~ f ~ L_ - m L._ _ - ' R w i 106 ~ / ~ I 0.33 AC /I /
~ _ _ - - 50 ~ ~ 3 - ~ ~ F \ 1 \ ~ ( I I j / ~ ~ ~ FUTURE PHASE
[r - 0. 4. _ _ i I 7.261 S \ 1 . ® 0.17 AC 1
_ _ QI Q _ - - - -l r 30" ROLL TYPE I \ 1 C as'! 1h ^ I 1 a~0 ~
I I 84 __L ~ ~ , / ~ I ,
I I L__...__-- ~ I ~ g 78 ( asos ~ I ~ ~ C
~I- I I o.2o Ac ~ , R ~ I a a 7,5so sF I ~ ( a.17 ac ( TEMPORARY I ' o R s I ros24gs sF ~ ) I l E!P i ~ ~
i15' COIJC, I I - ~ r TEMPORARY HAMMERHEAD I ~ o _ \ / VARIABLE WIDTH C TY / 22° CITY/OF bU~t~ AM I \ (
,~-t- • f,~' HAMMERHEAD I TURN-AROUND = _ - IMD CITY SDT ~ ~ ~SEMENTM ~ / STORM rEAS~M~NT ~ I \ ~ o \ / / / \ ~ ~
. TURN-AROUND J L _ _ - ~ r _ - _ OF RH STORM t - <
. _ ~l F r tj .r'a jr~i-f41 C~- I .S ^ i, ~F ~ ~ _ _ I 105 , \ - r ee~ \ / / / ;197 ~ ` ( I\
- - 7,260 5F / \ \ \ \ / /
I _ I I 0.17 AC / \ I 85 I I 16 CITY OF DURHAM _ _ ^ SITE DISTANCE \ \ ~ / / / I I l---/
f I 7 7 I " I a spa sF ~ I STORM EASEMENT - _ ; . ~ TRAIANGLE TYP. \ L I I r t O \ / / / ~ I I / 0
I ~ I 7,260 SF .0.20 AC L- ~ C J I_ j
o:1iAC I I -------I I 1 - ao 1 129 / i I I I 08 ~ - - - I - 7,260 SF w c°' I 7,386 sF / / \ / ~ \ m~ ~ \ \ / ~ ( ~I / EXIST)NG 30° 0/H w
` I I I I 0,17 AC ~ ~l~ 0.17 AC / \ / \ ~ \ \ ~ I I ( POWER EASEMENT J
_ I ~ ~ l 16 CITY OF DURHAM ~ ~ / / / ~ \ ~ ~I / /
I L - - - -STORM EASEMENT ~ . l \ \ ~ l I
104 I / / 7,316. SF - - _ " - 130 130 > \ \ I \ \ I f1P l l
L OTS: _ 0.17 AC / _ \ 7.309 SF 7,309 SF / / ~ \ ~
' I- ~ 0.17 AC 0.17 AC / / % ~ \ /
I I \ 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR _ - - _ ~ _ 1 ~g I \ \ / 5° CONC. \ \ \ o / /
I I I \ SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE 7,280 SF " - 0.17 AC I \
MPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN ~ I \ CHANGES. NO EXTRA CO _ _ - I 128 \ \ \ \ \ / / / / \ \ `SDT HC ~y~'i~
E PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. _ I , ( 7,366 SF INCORRECTLY ON THES
I-- ( a.17 Ac \ \ \ 1 \ \ / \ \ / / / 131 / / HC RAMP ~ 2 ~ NO SIDEWALK EXIST ' \ \
E ACK F CURB UNLESS OTHERWISE NOTED. 1 O 3 _ _ _ _ ( \ 2. ALL DIMENSIONS ARE TO TH B 0 I \ / \ \ / / 7,2x5 sF / / TYp, ~ HC \ I ALONG TERRY ROAD
-7,389 SF - ---r------ I I \ 0.,7 A~ 1 ` r 22 CITY OF DURHAMI \ 0.17 AC / / 132( ) / ~ \
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. I-- - - - - - - - - I I STORM EASEMENT I / SDT ~ ~ a ~ v ~ ~ Asheville, NC
110 - - - - _ _ - I I ~ / / / ! - ~ ~ \ 828-253-2796
4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR N.C.DA.T. STREET ORHIGHWAY RIGHT-0F-WAY THE FOLLOWING i 7,2so sF I _ _ _ _ _ _ _ _ _ _ _ ° ~ 0.17 AC I ~ I / \ - - -1 I / / / ( ~ / \ \ \ \ \ D Cornelius, NC
PROCEDURES SHOULD BE UNDERTAKEN: CITY RIGHT-OF-WAY: CONTACT LOCAL AUTHORITIES TRAFFIC ENGINEERING DEPARTMENT FOR - 5' CANC. ( I / ( ' /5° CONC.\ \ ~ \ 704-895-905 I
- I I I I I INFORMATION ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-0F-WAY: CONTACT -i S/W (TYP.) 127 / ~ / S/W (TYP.) \ \ \ \ 6reenevdle, TN
PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. I L - - - - - - - - - ~ 33' s-B I 7,290 SF ( 102 _ _ I a17 AC ~ - - ---1 ~ - - - - -l ~ i ' / 1 \ 1 I \ ~ , \ ~ 423-639-027 I
DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER}. - - 7,343 SF 11a I ( - ~ / 7,387 SF{ ~ L ~ \ ~ f h 4~ Knoxville, TN
-0.17 AC - 1
EMENTS: OWNERSHIP OF AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FAGLITiES IN . ~ L. _ _ _ _ _ _ _ _ 5. STORM DRAINAGE EAS I a - - - J r - - - - - - - - - - I ~ ~ ~ l 0.17 Ac, I I \ ^~•a 4 ~ 865-546-5800 I ( ( Lexington, KY
THESE EASEMENTS REMAINS WITH THE GRANTOR. THE EASEMENT AND ACCESS POINTS TO THE EASEMENTS ARE SUBJECTED TO THE TERMS AND _ - _ r ~ 111 - - - - - ED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATERMANAGEMENT - - ' 7,263 SF I RESTRICTIONS STAT _ _ _ _ _ _ _ _ _ 133 I ~ - - - - _ J, ~ 82° AASHTO TAPER \ ~ 859-27 I - 1483 _ _ _ I ~ T1E~IN (36 MPH
an Ac I ~ V, 1 FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THESE EASEMENTS ANO - _ q ~ 1 ~ 05~ ~ i I , - - - DESIGN SPEED) 0 Middlesboro, KY
P E I NTENAN E. NO BUILDINGS STRUCTURES FILLS EMBANKMENTS - - - - - - I ~ I I I REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO ROVID PURL C MAI C - ~ I v 126 ~ I VARIABLE >MDTH CITY I ~ - - - - - - ` _ 20:1 TAPER RA110 606-248-6600
OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENTS EXCEPT ACCORDING TO THOSE TERMS. I L _ _ _ _ _ _ _ _ ~ I 7,290 ~ OF DURHAM STORM I VARIABLE YtMDTH ITY www.vaughnmelton.com L _ _ _ _ I°7CSE}~h~1'... ~ ~ OF DURHAM STOR~ ~ Co rl ht ~ 2005
0.17 ac 101 I I I I I EASEMENT 2 ~ I
6. SANITARY SEWER EASEMENTS: SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, 7,3ss sF _ _ _ _ _ _ _ _ _ _ I 7,580 SF I 22' Ail Rights Reserved _ - - J - - - - - - - - - ~ a.n Ac INSTALL 1 1 /2" THICK ASPHALT
7 AC I r R BSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. o ~ W _ _ _ J EMBANKMENTS, TREES 0 0 ^ L_ _ _ _ _ _ _ I 3' i, (22° t~TY OF DURi~AM I PAVEMENT SURFACE COURSE (NCDOT
1 I I _ ~ 112 ~ W Ig - - - - I STORM EASEMENT DRAWN: D.R.D. 134 ( ao I L _ _ _ _ _ _ . _ _ ~ I 59.56) ON TERRY ROAD FROM HIGHLAND
WN N THIS PLAN IS SCHEMATIC. A CITY OF DURHAM ANDIOR N.C.D.O.T. ENCROACHMENT PERMIT IS _ - ~ I I ~ 7. THE LOCATION OF THE SIDEWALK SHO 0 _ - - 7,zsa sF o - 7,z92 sF ~ PARK ENTRANCE TO GUESS ROAD CHECKED: P.E.O.IL.D.B. - ~ I o.n Ac I -
REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING 0.17. Ae I " ~ 5D' R W
N TRUCTION INSPECTION OFFICE AT 919 560-4325 FOR APRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE _ ^ _ _ - - I - I ( I COS ( ) _ _ -1 I ~ ( 30" ROLL TYPE) I ~ - - - ~ - - ~ JOB N0: 30520-01
K. L_- --------J 125 PROPOSED SIDEWAL I ' I 7,2so sF ~ - - - - - - ca~~TVrp.Z . ~ ~ I I scALE: I °=40'
_ _ _ _ I o.n ac 1:00 ~ - - - T - _ ~ ( I 3 I DATE: 4- I &05
8. TREES SHALL BE SAVED IN ALL AREAS WHICH ARE NOT TO BE GRADED. ~ I 7,26DSF - - ---------"I I - _ - _ ~ a,2sa 5F I I I FILE NAME: Const-Base
a.,l ac r ~ . ~ r-- I 0.i7AC ,
9. WHERE STREETS TERMINATE (EX. PHASE LINES) THE FOLLOWING WILL BE INSTALLED: 1) ASPHALT HEADER, 2) RIPRAP OR CONCRETE APRON FOR 1 I - j 113 I - _ I ~ i S/W (JTYP.) I PUBUCITWORKS DEPARTMENT DRAWING TITLE: 135 i ` ~ - - - - - - - - ~ ( APPROVED SITE
STORM WATER TO DISSIPATE,. 3) UTILITIES TO EXTEND A MINIMUM 5 BEYOND END OF PAVEMENT, 4) N.C.D.O.T. TYPE III BARRICADE ~ _ ~ I L_,^.-_ - 7,342 SF I I an ac - - - ~ 7,2so sF W1 - - ~ - - ENaNEERiNG DATE PLAN I ° 017 a0F DURHAM ( - - STORM WATER DATE
-
- I I I ,4 I I I CITY I CIS ~ it Herr STORM EASEMENT c ~ ~ TRANSPORTATION DATE
A ~ I _ _ ~ ( DATE
~ 99 I I L~ L-~- L - - - - - - - I - - - (I I II ( ~ o:,i c V s DRAWING N0:
MATCHLINE SEE SHE E SHEET

o® ~ ~ ' e / ~ /
i~ ® 1 ~ Y
..~,m 1 TAX MAP: 858A-01.001 TAX MAP: 839-01-012 W / ~ PIN:0815-02-87-6340 PIN: 0815-02-85-1866
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P ( 1 m. i - 8 SANITARY SEWER EASE~EN~' ~ 1 ~ , ~ 1 ialch = 40
AIL ~ ~ j ~ ~ ~ 1 . , t 185 / ~ 1 VED ~ tl / "j1 1 1 1 y ~ 190 j I I ~ o
1 8~ ~ ~ 8.833 SF I I I I~ ~
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1 1 0.243 Arc ~ ~ I I o
~ ~ ~ 1 t~__ ~ ~ 186 I 1 _ i 188
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10 33 SF STORP~I EASEMENT o~zs tic ~ ~ ~ ~ 1 , 5° CONC. `I `t C&G (TYP.) ~ I L _ `~~\`~~~°~~tSJ$1~!lQOI/y~'.
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~ ~ ~ " ~
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0.24 AC L~ ~ ~ ~ \ Q
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I I 11,551 5F ~ r / R C ~j 1 ~ ~ 1
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0.25 AC ~ < , SDTi C I 1 / i 5~ 52 ~ ~ ~ r__ ~
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- ~ ~ ~ _ -
•.12,801 5F _ - - ':0.29 AC ~ 1 - - - - - - - _ _ _ _ F' ~ ~ MEUSE RIVER BUFFER
~ 1 f ~ y ~ ~
i I ~ 1
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I I ~ o~~g~c ~ ~ 0:7 tic ~ ~ Q i Imo..
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I 1 - _ I` I I I 141 - I { L - _ TREE SAVE ~
1 I - II{ II I _ _ 1 1 I 11,385 SF ~ I I
I I ( 0.28 AC I r ( - I l I :142 - I - I - - ~ Q
I I ~ ~ Z - - - - ~ ~ PHASE LIME 40
I 143 I 9,181 5F I J~ , I . - . 0.21 AC I ~ , ~ 7,348; SF i I` I I e,a~3 sF I I I atr ac 1 I I ~ 59 J
0.2o Ac I ~ I( I L I I I I I I 149 I ~,zsa sF
I I 1 . s . ~ . , r- _ ~ - . ~ ~1 I _i I ~,a6c sF I ~ 0'1 ~0 I I I I I I I I I I NATURE T~ (PAVED) I o,nAC I
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1 I - Y-- - ~ I I I I I I s I I ~ I''--___-
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- _ _ ~ _J --J - I r~ - - i - - - _
1 I ~ . 38 ; ; I 60
° ~ I ~ ~,a6o sF I ' I j 48 i ~z6o sF ~ ~
4A , ~ 4.19 Ac i ®h~ 7,260 SF ~ 9.17 AC I ~ a ~ ~i
O.i7 AC ~ ~ ~ ~ I ~ ~ ~ ; f
~ ; ~ I
- - - _ ~
- LAN ALL BE FIE VE IFIE THE N T R RRI T - N TR TI ONT WN N THE P S SH LD R D BY CO TRAC 0 OR 0 CO S UC ON C RACTOR D BADE SHO 0 1. ALL DIMENSIONS AN G S I -
SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE _ _ Asheville, NC - - - - - - - -I r` _ _ - - - ~ 528-253-2796
I I CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN I ~ 3~ ~ I----- i r
1 7,260 5F I INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. I 0.91 AC ~ 11 ~ 01 ? Cornelius, NC
I I I I ~,saz sF 704-895-9051 ~ ~,zea sF o.n a,c o.n E,c Greeneville, TN
2, ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. I I I I J L__ .~J - I ? 423-639-0271
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. - ~ - _ _ I--------------f'~ -T--= i----- ? Knoxvdle,TN 865-54E-5800
r-:----------~ . _ - Lexington, ~KY
4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR N.C.D.O.T, STREET OR HIGHWAY RIGHT-0F-WAY THE FOLLOWING I I kl - - - - - r - t:J - - - ` 859-271- 1483
PROCEDURES SHOULD BE UNDERTAKEN: CITY RIGHT-OF-WAY: CONTACT LOCAL AUTHORITIES° TRAFFIC ENGINEERING DEPARTMENT FOR ~ I 38 I P TTING OF STREETS OR FOR ANY CONSTRUCTION WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT ;7,zso sF I I INFORMATION ON DETOURS, 0 EN CU I Middlesboro, KY
I o.1~ Ac I I I PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.DA.T. , 46 ~ ~I G 2 ? 606-248-6600
~ I 5 CONC. I DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). I I 7,26D SF ~ 7,353 SF ~ an r+c ~ o.~~ nc www.vaughnmelton.com
~ S~W t ) I ly I ~ ~ 1 Copyright ®2005
~ 5. STORM DRAINAGE EASEMENTS: OWNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF ST WATER FACILITIES IN _ _ _ y ~ ~ T _ T All Rights Reserved
THESE EASEMENTS REMAINS WITH THE GRANTOR. THE EASEMENT AND ACCESS POINTS TO THE EASEMENTS ARE SUBJECTED TO THE TERMS AND ^ _ _ _ _ _ ~
" ED DE LARATION OF RI HT PRIM I F l A I^ 'I ~ ~ ~ - - RESTRICTIONS STATED IN THE REVIS C G SAND LEGES OF THE C TY 0 DURHAM N STORM W TER MANAGEMENT I . _ -~--_=-_J ~ _ -f" DRAWN: D.R.D.
" DED IN REAL ESTATE BOOK 2298 PAGE 208 WHIGH D ENT I INC RPORATED HEREIN. THE E EASEMEN I ~ - I _ - - FACILITYEASEMENTS REGOR OCUM S 0 S TS AND ~ r~ c , i ~ r---------- CHECKED: P.E.OJL.D.B.
REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTE E. NO BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS ~ I ~,2aa ~ I - ~
9.97 AC d R B TRUCTIONS PERMITTED WITHIN THE EASEMENTS EXCEPT ACCORDING TO THOSE TERMS. I I ~ 0 OS I - ~ 45 63 JOB N0: 30520-01 ` ~ ~,26o sF ~ E ~ ~,us~ sF
I ~ I_ I I I o.i~ ac ~ ~ ~ o» ac 5CALE: 1"=40'
8. ANITARY SEWER EASEMENTS: SUBJECT TO TERMS STATED IN THE DEGLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES FILL ~ - S ~ ~ - - _ - - ( I I ' - I ~ 3 ~ DATE: 4- 15-05
EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. _ m. ~ J I , ' - ; L_ L- ~ FILE NAME: Const-Base
~ ~ - DRAWING TITLE:
7,THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM ANDIOR N.C.D.O,T. ENCROACHMENT PERMIT IS ~ ~ ~ _ E
REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DU ENGINEERING I I i ~ i~ 4 r ~ ~ ~ ~ SITE
CONSTRUCTION INSPECTION OFFICE AT (919j 580-4326 FOR A PRE•CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE ; ~ 3 I I ~,26a sF I PROPOSED SIDEWALK. ~ I ~ a17 Ac I ~ 44 ; ~ ~ 6 4 amp of ouRHAM PLAM
~ ~ I ~ ~~n sF FJ ~ 7 « PUBLIC `WORKS_DEPARTMfNT
APNKUVLU
8. TREES SHALL BE SAVED IN ALL AREAS WHICH ARE NOT TO BE GRADED. ENGINEERING DATE
STORM WATER DATE DRAWING N0: TRANSPORTATION DATE
9. WHERE STREETS TERMINATE (EX. PHASE LINES) THE FOLLOWING WILL BE INSTALLED; 1) ASPHALT HEADER, 2) RIPRAP OR CONCRETE APRON FOR DATE
STORM WATER TO DISSIPATE, 3) UTILITIES TO EXTEND A MINIMUM & BEYOND END OF PAVEMENT, 4) N.C.D.O.T. TYPE III BARRICADE . DATE 7

1°i F-IE 1° TAX MAP: 858A-01-001 TAX MAP: 839-01-012 z z z
. - ,t kl. PIN:0895-02-87-6340 PIN: 0815-02-85-1866
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/n~In~ ~1 { yyy } IS 3 GRAPHIC SC
A M, V~ ~ ~ - - 22' " ITY OF~k.DURHAMa 11 ~ p > > j
15° RCP ~r,~~ wl STOR" EASEMENT `~w ~ ~ ~ ~ 123 1 s I ~ ~ i r ~ i ~ ~ _ 4 2 ~ ~ ~ ~ 9~ ~ U.. ~L 0 0 0
r ,3 t t I
r l t' ~ p ~ ~ i a 5° CONC. ~ DIVERSION` DITCH 4 ~ ~ 30 ~2OLl TYPE ~ 24 RCP ~ ,f f' i BOG ~ ~ U U U
. ~ E ~ ~ STRAW„w~~NETIING ~ I r~~ ~ ® I S/UV (TYP,) ~ ~ _v ~ . ~ Cd~G°(T1fP.) f a ~ 1 ~ (b 4 "~~d 1, z,, 3.1, s 2.5~ ~ ~ W ~ ~ I " FEET )
r' _ i _ i ~ f .f'~r f' r ~~`Y. 1 ineh ~ 4t1 ft. ~ ~ ro
115 ~ 1y37 . ~ ~ _ 5N ~ Qaoo
_ I A i i r l I t' 3
~ a ~ ' - . 16' ;CITY OF DURHAM ~ _ _ - ~ ~ ~ ~ ,r ~ ' ; STORM EASEMENT ~ - .1 t.
m s r ~ t OD ~r ~ ~ 1 ~ ~ ~ 18 ~ , s ~ ~ l ~ ~ t r 7 l - ~ r` ^'t~ ~k ~
i `i s ~ t. 1. ~ ; ~ t p a ,s }6 q` k,i
Q ~ ~ ti 5'e,CONC. Q \ r, ~ i TEMPORARY ~ ~ ~ ~ r
92 ~ - v ~ ~ ~ ~ ~ 24 RCP r 0 .o S//~~~ {/TYP. i _ ~ ;DRAINAGE SWA{.E ~ r F 22 , '.R AM'
® ~ ~ 0 - STORM EA 1 ~ ~ ~ ~,11I111111!/!
~ ~ 138 4Y ~ 116 1 ~ - ; . - - ~ ~ 1 i ' 't ~ t' ~ 5" ~ ~ - PERMANENT ® ~ ~ ~
'`a ~ ~ E - W ~ DIVCRSION ,DITCH 1 ~ l~
- - ~ ~r~, 15 RCP ' ~ ~ ~ _ ~1 I _ ~ ~ ~ ~ l J . ~ - ~ ~~1~ CITY OF DURHAbi'~` ~ " " ~ - . 1 ~1 r, ; . ~ ~ ~y s; 30 -ROLL TYPE
~ ~s° ® ® - ~ ® ® = o SEAL o = ~ = ~ 20119 0
o ~ N u, ~ i `"L4 RCP ~ ~ ~ i o 0
M~ 0 / ~~0 ~
~ ~ DRAINAGE ~ ' 1 ai 1 p ~r 1° a " , ~ ~ 6 swALE d ~ go-„ ® ®
4 _ ~ 4 39 F{ _ w (A~ s 1 f f f li ,fr jiyJ ~
117 ~ a ~ 1 ~ ~ ~ , s~,
w f r 5 CONC f ~I~~ ~ , ~ - " w, 15" RCP ~ ~ ~ 6 ~ a ~ i ~ ~ ~ y 'I~ (bm4~',,L d=1.1', 2=3s 1, sm2.5~ ® ®
" 4 M , . . , ~ _ F s _ a r - °''STRAW W/ NETTING ® ~ ~ ~ ~
~A 3~ I J~ _ ~ ~ 4 ~ ~ ire' ~ ti , ~ 1i ~5 ' V ~`"`w. I , DIVERSION~J B ® ® ~ ~
, , -~.w. ~ ~ r ~ • STRAW W/ NETTING ® ® mr
r ~ 3 t 1' s ~ i ~ ~ ~ 3O RCP - r ~ a - r ~ ~ ' ' ° . . . w
9~ ~ ~ d g ~ ~
,r ~ o ~ARIABlE1 WIDTH CITY OF , y, ; t t f ~ - _ _ ~ ~ i' p1~RHA~i{STORM EASEMENT , ~ ~ 140 ~ -
V.F. 1kI" C~ ~ ~ ` J r ~ 1,9 "RCP 9~ ~ ~ , >r - , F ARIABLE WIDTH CjTY e ; ~ ~ ~ , ' ~ ~ Q
y z ~ - ~ , ~ ' r ~ VARIBLE 1MDTH ,1~~.w c 4A ~ ~ ~ OF D~lRHAM"`STO~RM ~ ! ~ : ~ ~ ~ ~ ~ ~ , ~ t { 45 FRCP ~ r~ e~ v^r3
T - soT'~ ~ ~ EA~EEMENT" =Y'` ~ ~ ~ r f' ~ OF DUR SD - ' ~ Y~. Og ~ ~ , ~ a,3 ~ E~,SEMENT
d ~ 14 h ~ VARIA®LE,~n WIDTH CITY _ ~ - 4> , H r , . - ..,m rW. p,W. " ~
C 12 ~ fi R+~P ~ r ~ , ~ ~ ~ ~ ° r: m i i ~ ° r 30 RCP 'j ~
~ ~ -..r:, ~ ,~f ~ _ ~fAS~T ~ ~ r . SDT j y 1 j. ; ~ 1 ~ 1 ~ - i 36 RCP _ ~ TEMPOR~IRY V
_ _ CB' 9 ~ " ~ ' V,. r ~ RRAINAGE WALE
",F xP 0~, f i k ay ~p 1. r i ~ B - ,
a _ ~ T'" } o
° ~ ~r ~ I ~ ~ B 03 T~ --r- ° 1 y _
A ~ i~ V ~ DI DROP CURB INLET ° ~ I ~ (N.C.D.O.T.840.04) A
x„_ CB 11 ~ , ~ Tom.) I ,15 RCP ~ ~ _ , j } ' r ,
y ~ ~,l 15 RCP ~ _ ~ ~ v~ _ ~ ~ -r.. - ' l I p ~ ~ , i ' 15_ R c6 COMBINATION CATCH BASIN ~
- ~ ~ ate, ~ ? ` h Cp , ''E ~ ~ ~ ~ . . ` " VA A~ DTH CITY - f ' ~ . , . _ ~ ~ , .Y ~ 18"-RCP ~ ~~5 ~ , ~ I ~ e ~ (N.C.D.O.T. 840.02 OR 840.01) Z
~ ~ ~ ~ 3A. . " ~ ~ ~ ~ ~ ou ~M sroRM EA ENT J Y r m . , 5 CONC. ~ ~ , ~ ; CB 05 ~ ..y-~'. r - _ 30 RCP- -~J ~ ~ DcB DOUBLE COMBINATION CATCH BASIN ~ 0
, ~ S', w, TYP.' 3 ~ , ~ . ; f ;~..,`t _ 24~" RCP ce 0~ ^ . o~ ~ ~ : ~ ~a . M. ~ s ~ ~ , ~ ~ a.. ~ ~ . HW = t i( HW HEADWALL V
~ ~ ~ - ~ ~ a.~s ~w:~ - ~ RCP ~ ~ 2G I ~ ~ x ~ ~ ~ ~ ~ ~ 24" RCP , ~ ~ ~ r
I ~ ~ 1 r~ ~ ~
3 ~ ~ ~ ~ ~ ~ a b ~ ~ ~ ~ ~r~ ~ VA ABLE ~ TH DI 02 6 R ~ ~ ,r r d I ,t r a=
_ 19 0 1i~ d ] ~ ~k ~ t ~ ~ ~ Y ~ 3t gf . k ~ ~.n ~uwv ~ 'i ~ ~ ~ ~ ~ i 1 ~pURHAM s ~ ~ M ~ { 1:
'ti ~ ,~a ~ ~ ~ I I I ~ ASEMENT"~ ~ i E 1 ~ ~ u} f T ~4 ~ _ r ` I r 5 'I r ! ~ , Y " a , ' j~ ~
I~ a ~ Li u , , 1 t „ r I ~ STOR I E T ~ : ~ ~ d
t I . ~ ~ R , ~ ~ a - I
, ° I ~ ~ ~ 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED ~ yl F
~ ~ ~ ~ q >1 ~ s I ~ OTHERWISE. -
M s-~".*!-: t 3. 3 ~ Y ~s t ~ q, ~ .,PERI~A ENT; r :z•' ~ a _ _ +~.sa....~ r,..,. ~ ~ . s ~ j ~ s s i 9.. `DIVER ON DI CH° 3" Y~ ~ I ~ r I f,' ~ ~ tJ 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE:CITY QF DURHAM STANDARDS.
t k a ~ y H s ?2'' ' n 1' ~ S ~ r` I n I N - ~ T _ ~ i ~ ~r rr r 3. ALL CONCRETE SHALL MEET A M{N1MUM 3000 PSI COMPRESSIVE STRENGTH.
1 , i a 1 ; J k ~ ~ t' ' ~ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL
~ ~ ?1. / ~ ~ ~ 5. ALL PIPE JOINTS SHALL BE E WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION
6 t i j I 4 s l~ a I f°IP E 1 J~ f ~ , ~ ~ , ~ M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.`"
3 ~ ~ t ~ I y ~ ~ ~ 22 CITY OF DURHAM r r ~ a ' ~ .r~`~ : ~ ~ f r + ~ ~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ~
~ ~ ~ ~ ~ t ~ ~ ~ ~ A ~ ENT - ~ , ~ Y ti ; 1 1 i ~ ~ ~ r~ STORM E SEM ~ _ ~ ~ f, M1 k ~ J ~ >i I J e { Y fi,, l~ f ~ I r- ; ~ ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURE'S SPECIFICATIONS.
r ~ 1 ~ t~ ~ -t s ~ Y xK+ r 1'~ a~' l~~ ~ ~'I 1 l ~ t P ~ ~ ~ r' ~ t~ ~ 4 '~'y~- 1, t ~ ~ ~ j i ~ e i ' ~ 7. ALL STORM DRAINAGE STRUCTURES SHALL NAVE GROUTED INVERTS CONFORMING TO THE SHAPE OF THE PIPES m
' a r ~ ~ ~ ~ r ~ a t ~ a a ~ r d d ~ ~ ~r ! ~ ~ ~ ~ ~ } f ~ ~ ~ I~ 7'; ENTERING AND EXITING THE STRUCTURE. W
- ~ 1 ~ O ? f t` ~ ~ : r - !f ' r r` ~ i k, _ -.mss - f , « r t t it ` .i i y ..:"3..~ ~ nn ~,i E ~ 8. ALL BACKF{LL SHALL BE -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE ~
' d` 'R .f r ~ ~ y~r dd~ ~ /r ..1, ~ ' t I 1 0 .s r f ~ ft ~ ~ ~ A - ~ ~s8'' r d$' i,r J t9 d f { d ~ ~ ~ ~ " ' ~ ~ ~ ~f ~ 0 t i,3° ` ' " - 1 1 a $ : CONSTRUCTION MATERIAL OR OTHER OBJECT E MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING
µa. ~ Y ~ f o ~ r t 1: _ ~ f' r a ~ r ~ ~ ~ ~ ~ RIP RAf~ CHANNEL . ! ~ ~ ie, COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER
r t t ~ e 6 ~ ~ ; ~ f ~ ~ ' a~ £ ` ~ - b~3 d~1,3 " z=3:1 5~ MAXI h r= , a - ~ f ? ~ 1.4 . E I ,i ° ~ ! 4~ RCP - - o ~ ~ n i ~f g (f _ , ~ IBS ' ~ UNDER THE TAMPING BLOWS OR PROOF ROLLING,
'w, tee.. Wa~+p9 S d .r - ~ r ~ ~ { ~ .tl i ( ~ 31 1 9 I ~ t ~ ~.I l ~ wm aaM-.-^, gy~p'p I f r r ~ i~ ~ E j s ~ 1 s r f , ~ 9. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE
i~ ~ 2 E <f t ( f C ~ ~ a' ,az. ~ ~T ~ fQ t~ ~ r ~ J ~ 1 I ~ ~ ! ~ p , r ~ 1~ ~ ~ EXlST1NG~ 15 RCP, r ~ { ~ ~ ~ ~ REMOVED AND REPLACED WITH SUITABLE MATERIAL. 1 ~ H D IMMEDIATELY AFTER PIPE IS LAID. THE. FILL AROUND THE
'1~ ,Y _ ~ , t f J~~ 3 4` I j i y i J P t ~ 7'' 7 F T F P ~F ~l ~ / f ~ R i r r' a a r 1 !r C j ~ ~ 1 ~ ~ r' "y : r 3 ~ 7 ,r .Y y'' ,r'r - ! 1 f j' i @ r ~ ~ ~ P { ~ 1 ~ 6~i r~' I ~ ~ ~ f ~ I ~ 10. BACKFILLING OF TRENCHES BE ACCOMPLIS E
~...e, _ ~ 1 I r , ~ ~ r' ~ 1 ~ ~ ~ ~ ~ ~ r ~~.1 ~ ~ ~ ~ i a""" m~ , 5 ~ ~ F ¢ i ~ i I ~ z~ ~ ~ ~ ~ a+ r i ~ j, ~f ~ ~ ~ PIPE SHALL BE THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD
i f ~ ' PROCTOR TEST. THE TOP EIGHT (8, INCHES SHALL BE COMPACTED T0100 % STANDARD PROCTOR.
r .1~ ~ f ~ _ ; ~ ~ ~ 4: r r + R!P RAP ~ i 1y 1 . Y ~r r' "a t'' ~ f r ' ~ ~ ~ . ~ } r $ ~ ~ t ~ f ~p ~ ~ ~ k6&5 € ~ ¢ r 1 ~ ~`~CpNS~RU~ ~~Rl4? RAPGH ;~~NEL BE b 11. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS r`~CpNSfiRU~TEQ~ A MINIMUM BEEN PLACED.
~ ~ ~ y ~ . ~ -f" ~ .,.w=~."° ~ ~ ~ r" ~ 1 ~ ~ 1~ r` r ~ ~ ' ~ a ~ I ~ ~ ~ , ~ 52° AASHTO T TIE IN ; 5 Ff~OM I 5' FROM jTOE OF S{ ORyE 12. STORM DRAINAGE EASEMENTS: OWNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF
510 ~w. .w,..., . f ~i ~ ~ , APER F ~ i ~ STORM WATER FAC{LIT{ES IN THESE EASEMENTS REMAINS WITH THE GRANTOR. THE EASEMENT AND ACCESS POINTS
yW,,.. - rA,.W.M• .,r•=x I~,~I~~KS~.~ ..rv...,.. F,.,f` , 999 ~r ; ' t ~ I I (35 MPH DESIGN',,SPEED) ~o ~ ri F [ a ,r ~ ~ ~ . L.~.I ~ ~ ~ P ~ C I ~ ~ ' a I ~ I~~ TO THE Fr4SEMENTS ARE SUBJECTED TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF
~ r. ~ ~ , ~ ~ ~ ~~~1 . s ~ ~ ~I ~ I ~ 1, ~ ~ } 469.1 ~ I ~ r a~ r t ~ RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS" RECORDED Asheville, NC a . ~ ~ ~ 828-253-2796
~ ~ ~ ~ IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THESE EASEMENTS AND Cornelws, NC
ii REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC'MAINTENANCE. NO BUILDINGS, ~ 704-895-905 I
STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENTS EXCEPT ACCORDING TO Greeneville, TN
I W THOSE TERMS. ~ 423-639-027 I
Knoxville, TN
® 865-546-5800
Lexington, KY
E ' T T p 859-27 I- 1483 ° Middlesboro, KY
~ 606-248-6600
1. ALL PROVISIONS OF LAND D{STUB CE PERMIT ISSUED BY DURHAM COUNTY SHALL BE ADHERED TO BY www.vaughnmelton,com
CONTRACTOR. Copyright ®2005
2. ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES REQUIRED TO PREVENT SOIL EROSION SHALL BE All Rights Reserved
PROVIDED AND MAINTAINED BY CONTRACTOR. -
DRAWN: D.R.D.
~ CHECKED: P.E,O.ILD.6.
ap~`.P i, w , ~ sh° t Y. ,J. GRADING N®TESo JOB N0: 30520-01
~ ° J - t~, SCALE: I "=40' -
~ ''!r , '~.,a~d~ _ .7 DATE: 4- 18-05
_ , ~'I as 1. AS A MINIMUM, DRAINAGE SWALES TO BE INSTALLED ALONG EVERY THIRD LOT LINE OR AT THE PROPOSED CATCH
' , a 7~~ '~~¢q P BASINS TO BE INSTALLED AT LOT LINES, WH{GHEVER IS THE LEAST DISTANCE APART, TO PROVIDE POSITIVE DRAINAGE. FILE NAME: Const-base DRAWING TITLE:
,t, -
x . , GRADING I
CITY OF DURHAM DRAINAGE
.'o PUBLIC WORKS DEPARTMENT PLAN
Hrrnvvr.u
ENGINEERING DATE
STORM WATER DATE DRAWING N0. TRANSPORTATION DATE
DATE rl~j
DATE

TAX MAP: 858A-01-001 TAX MAP: 839-01-012
PIN: 0815-02-87.630 PIN: 0815-02-85-1866 N ~
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E' i RHAht STOR I - ~ ~r - ~ ~ o~ ~ `RW' ° - : ~ ~ ,~F D~1 ~ ~ ~ ~ ~ 5 RCP SDT~ ~4 R r P _ ~ ~ ~ w"~,. r t ~,v' n J 1 ' y ! ° nr ~°,'.w ~ ~ : 0 ~ ~ B r .
i j ~ ~ w E,AS~MF~NI : ~ " ~ ~ ~ ~ x )a a ~ ~ ~ ~ 'Jy~~ F ~ + - •e - d ~ v'- 478.6 N*' r" r~, ~ ~ ~ ' J
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~ J~ ~ 1 ~ ,Fri ~ ! ~ , V ~ f y" r d Ru ~ t1 ~ '"'s ~ W Ttr~4NW " P .P ~if~~ t~ ~ .+r' ~ P r ~n a"+~ ~~r"- l r~,''~
C~~5 , ~ ~ I rw~ 8~0 y : , ~ ~ ~ r ` ~ g ~ ~e, . - i N j _a y Q. _ r''~~~ ;P"~Yr ,:,V1 II d~ i I ~l ~N - u V y ; - ~ ~p• :,:"y
f r ° a* r t 1 ~ 6 ~~A^ 't { ~ v ~ d ~ _;V'"° - a { ~ _ r sus
yy . , . i i r: ,r y t t V` 1 .:v ~ • T t7
~ ~ , Z ~ _ _ o DCB a

: S r p ~,;f 5 RC T P T ~ € ; W - ~ 1 I 4 ~ , a I a y ~ ~:i ~ , i tit ~ ~ _ . ~ 1` i • s t
Y # t ~ ~ a ~ i C 9 ~
U p ,f f i r _l 1 ~ 4 i ~ g ~ ~ { 3 ~ , TEMPORARY I , a 3 r. 2~ ~ ' ` 18~ RCP ~ ' ` q ~ 'VARIABLE WID,,Tfi CITY OF DRAINAGE l
. , °x , ~ ~ .r DURHAM STORM EASEM T , ~ ~ . ~ ~ ~ ~ w ~ ~ ~ ~ " ~ ~ I ~ ~ SWAM ~ ~ ' a~ yy
t - ,1
Fy , S ' t i ~ f , . ~ r JP / ~e .3 { ~r } ~ r ~a~ t ~ ~ i fd v~, t ~ 0
~ - ~ ~ i 4 ~ ~ ry V 5 S ^:e, , ' ~ ~ t, ~ ~ i, t . a°'• ~ " TEMPORARY= 4~. i' ~ ° ~ `i,
. ~ ~ ~ ~ . , a k ' k ,v s ~ ~ , "h ~ ~ ti ~ DRAINAGE. SWALE - n ~
; a:: : i~~ ~ °iy v ~ ,yM k '4 b` `"'Ny y~ `Ce:- ~`4 ~ „w .4
~ ~ r , ~ e ~ ~ ~~y 106 .m~ a R ~ p ~ ~ ~ ~ ~ ~ r ' PERMANENT I ~ - ~ I i`J~ ~ ~ i{ d r DIVERSION DITCH 2 ~ ~
~ .1 CP ~ ~ ~ w t, 1 'k, S .-a . ~ e '`~~i ~ ` I ~
a TEMP~tARY~ ~ ~ ~ ~ o ti 30 RCf~ ~•o F` 4:~ 4._ ~ a: HAMMERHEAb, '',w ~,/~~/r~ u~ \ 7, F ~ ~ I ,~r® t~, ' I / r; j ~ ' ~ f Pr ~ ({~=2'~ d=9's Z=3: 9) ~t ~P € R ~ , l+~ ~2 CITY OF;DURHAM ~ ~ i Q
~ ~ ~ ~ .STORM fAS~MENT' ~ p~ I~ ~
l11 f IS ~ sy a: k S/W"°y. T i l' t: ~ ~t `4 1 1 ~I =i _ 1{~'.. s ,k „ ''"r ~ x 4, ~ p ~0: ~ 4 N, ~1 i. • ""~f v ,w„ ~ 195 ~ ;1 ~L~~P~ ~I 497.3 ~ 0 1~ ~ ~J ~0 t' ~ ~
5° CDNC. ~a 1 ~ ' ~ U+ I ~ I ~ , 24" RC{~ ,®y MH ~8 ~ ~ ~ ~ ~ ~ ~ , ~ `C ~ 98" RCP ~ ~ ~ v~ ~ l ,f ~ 1'"~~., ~ + I ~ iti V. (ABLE ~41DTM l~ITY ~ 9. ~ / ~ \ ~ ~ „~p'~f~;,500,e
`S W ~TYP. , r~ u, ~ 'fEMPOR~ RY - ~ ~ - .:~•>r. 48t.. OF DURHAM STOR~R , ~ I ;r`i , ~ \ ~
~ q a r r ~ ~ N ~ s AMMERHEAD ~ ~ a ~ - r• V , r l ~ ~ 1 ~ ~ k e. 't s, h, ati 1 '4 4 r i, ~ ::,~.rri.. .F o k CdDT ~ ~ a TURN;-AROUND ~ ~ " tip, ,a EASEMENT` ~ I ~ ~ / , ~ \ ~ ~ ~ ~i ~y . 0., ~8p. 4~~F F~ ~ ~ 1 q ~ " ` I ';I ~ XISTIN 30' 0/Fil ~ p~,~ 0
.r • " ~ w a ~ °.30 RCP yr ~ _ J=``• - rt ~ r f r~~ r r r 5 ~t is ~ ~ " ~ s " ~ { 7 Ri `a ti r ~ 1
~ ~ f+ ~r ~ a# ~ ~ to " 1 ~ PP- E ~ ~ ~I , x.,~ w,. • .~i ~ ~ t r-° 1 l ~ yi ° . - ,"t~-G7 j 111 t ,t / / ~ I ~ ,~8 `'~8 50 ~ ~ I ~ ~ . ~ ~ POWER ASEMEN~ I~ ti,, w :
~ ~ r r ~ r , , RAMP H ~ " ~ HC 5. P I. ° a 105
(TYP. 'j~ rli I ~ I ~ ~ ~ F ~~ti" 's ' ~ - T a ' ' .5° RCP ! ~ ~ 5 ~ r-
1 18: CITY OF DURHAM ~ ~ - , _ [ 0 1 <e ,Q ~ 5 ~ ~ ~ ~ 197 ~ ~ ~n~~ 9 ~ - e
~ ~ ~ STORM tASEMENT 8 a ~ ~ ~ 1 "RCP F ~ ~ ~ ~ f 3 ~ 2 Y x : J w ry~~ , ~ ~ ~ d ~t ~ 7.4 t ~
r~ ~ F 1 TEMPORARY .~i, f T l f ~ p+ j ~kk "7 e;, ~ pRAINAGE 1 24 ; RCP t 4 ~ I t ~ STRA~I W NETII G ~ ` ~t ` w ~ ~`Y ~9 t N ~
- ' ~ P ;WALE ~ L 2 w w , 1 ~ : 95° ,RCPT ti~ =4~, 0 , 9, s=1. (b d z
, ~ ~ 16 CITY OF DURHAM ,t ~ ~1 y "'~~a. ~ ~ b~ ~~p~ ~1 ~ " ~ 0 RIP
STORM EASEMENT t 483.7 ~a t 5 + ~ ~~~\i~'`' ~ ~ ~Qk ! RAP C NEL 483,7 / ( ) ~ ;.,,v ~ ' ~ w4, d=9.0' z-3:1 s=~~ MAX ) 5 CONC< OCB 24 ~
AGE TES: 104 r~"_ ROLL TYPE _ I
F ~ .,8, ~ 130 ROCIt RIB RAP. CHANNEL ° f C, 130 ~~'+.A 3 ~ ~ ~ '~eo ~'ay\ ~ \ ~ ~ .w ,~/4 "`a.,, ~1 ~
.ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE RCP UNLESS NOTED OTHERWISE. CLASS II f i `'r k 1 { ) ( ) ~ ~ ~ 4835 , ~
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS. (b=15 0 ~1=1.0 , z=3:1, sw33 0) t 1 Qg ~ y ` \ - / / ~ ~JNSTALL`' 1 1 ~2~ THICK A~PHALT
T N T . ~ - 3. ALL CONCRETE SHALL MEET A MINIMUM 3~0 PSI COMPRESS VE S RE G H I ~ a "'d ~ , , ` w, ~ v ~ ~ `°k P°AVEMENTw SI~RFACE COURSE (NCDOT a 54 5B),ON4TERRY ROAD 'FROM HIGHLAND
4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. Q, , i o 131 LSD ,5 PARK ENTRANCE TO (~1ESS ROAD ~ ~ ~x, b 'n,,~ .ti ~
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B ,`1 ``°E 128 a t ~ ~ ~ ~ ' ~ ~ , Y8" FRCP ~ ~ ~ ~A
''t _ FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED. - - ' ~ ~ J X95° RCP ~ ~ ~ h
.THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES. SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD 1 O3 3 22 CITY OF DURHAM m 6 STORM:,EASEMENT 'ay ~ : ~ ~ ~ 132 ~ Y ~x~~ V ~
USING MORTAR MIXED TO MANUFACTURE'S SPECIFICATIONS. y'° ~''~s ~ SD fizz w ~ Asheville, NC / , ~ ~ ~ _ ~ m,.a . . ~ 82&253-2796
TRUCTURES SHALL HAVE GROUTED INVERTS CONFORMING TO THE SHAPE OF THE PIPES ENTERING AND EXITING PERMANENT "•-,L t - - - 7. ALL STORM DRAINAGE S DIVERSION DITCH 4 ' ``ti B 22
THE STRUCTURE. 110 i " / j~ WON,C. Y4 p Cornelius, NC
A BA KFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OROTHER - - `5 5' CONC. 'l ' 8. LL C TYP. x $/W ( ) ' , ~ (T~) ti ~ ~ ~ 704-895-905 I . ~
OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO ~ ~ VERSION 4A ` ARIABLE WIDTH CITY DI 21 gib,, ~ ~ ~ ~ Greeneville TN OF~ DURHAM STORM r~. ~ `
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. ~ ~ 1 Z7 , TRAWwW/ NETTING ~r ~ I 3. ~ ~ ~ r ~ - 423-639-027 I ~ , EASEMENT °Y
9. MATERIALS DEEMED BY THE OWNER S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED ~ , a. WITH SUITABLE MATERIAL. 1 O2 : 'E 1.,5 RCP~~ 1. ~ ,k ~E p Knoxville, TN
' (VERSION 46 ~ i, 10. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LALD. THE FILL AROUND THE PIPE SHALL BE ~ TRAW W/ NETTING ~ ~ \ t>' 865-546-5800 I I 'I t y1!ARIABLE~WIDII~I CITY 4~"`
THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT c8) b=~®"°';,. =1. ' z ~:1 s=2.5~ I ~ - ` OFD DURHAS9. TORM 82'' ASHTtl~~ TAPER , ~ ~ Lexington, KY k~ t ~ ~ ~ p 859-27 I - 1483
a~ ~ ) ~ t - - INCHESSHALL BECOMPACTED T0100 % STANDARD PROCTOR. 111 X90 i ~ 13 M ~ ~5 `EASEMENT ~ I 35 MP, „ , ~r k, TIE INS( H
11. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLC)WED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED, - ~ ~ i 98 R ~ ~ ~ k DESIGN"'^SPEED) °~°w. X90 ° p Middlesboro, KY
IP AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER - , ~ 12. STORM DRAINAGE EASEMENTS; OWNERSH OF, ` f .~4 TEMPORARY ~ PERMANENT . 606-24&6600
FACILITIES IN THESE EASEMENTS REMAINS WITH THE GRANTOR. THE EASEMENT AND ACCESS POINTS TO THE EASEMENTS ARE SUBJECTED TO ~ " 1 { ~ Z6 DRAINAGE I ' 98~ RCPT` DIVERSION DITCH..~9 LEGEND www.vaughnmelton.com ~gyV (1~2 , d~1, la-3: Copyright 0 2005
THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVU.EGES OF THE CITY OF DURHAM IN STORM _ _ _ _ ;q I 5 i
A R MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 2~, WHICH DOCUMENT IS INCORPORATED HEREIN. _ ~ ~ 'x„ ~ ~ ~ w TE 101 ~ -ir eB~2o ~ k DI DROP CURB INLET Ali R,ghts Reserved ' ce ~9 2 (N.CA,O.T. 840,04)
THESE EASEMENTS AND REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, ~ ~a - ' ti: ~
STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENTS EXCEPT ACCORDING TO THOSE TERMS. # 'aa `t t _ C&G (~.~E p I ~ ca COMBINATION CATCH BASIN DRAwN: D.R.D. ~ . ~T` ~ ~ (N.C.D.O.T. 840.02 OR 840.01)
w ~ , ~ 1~ 134 0 ~ ~ DcB DOUBLE COMBINATION CHECKED: P.E.O./L.D.B.
~ ~p 1 I JOB N0: 30520-O1
ESIt3 C®NTRL N®TES: ~ ~ ,t _ ~ t' ~ 22 C ~ CATCH BASIN
~ ~ ~ W ~ x ~T r VL ` ~~~18" RCP. ~I ~i ~"~TORM EASEMENT . SCALE: I ~=40' Hw HEADWALL ~k ~ M1 ~ DATE: 4- i 8-05
1. t 7: - ~ -
1. ALL PR VI IONS OF LAND DISTURBANCE PERMIT ISSUED BY DURHAM GOUNTY SHALL BE ADHERED TO BY CONTRACTOR. ; ~ h `~4 ` 0 S O x ~ ~ ~ ` 4 ~ w" 96' CdTY~(1F DURHAM ~ 3~'~ 4'° PILE NAME: Const-Base
2. ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES REQUIRED TO PREVENT SOIL EROSION SHALL BE PROVIDED AND ° ` ~~4 tA~4 MAINTAINED BY CONTRACTOR. G/ ST~MI EASEMENT t ~ • i ~ 5'~GONC, •,w`"'"°~ CITY OF DURHAM DRAWING TITLE:
~:r: ~ k v ---mss-- , i~` ~ , ~ 30 ROLtQ TYPE e ti PUBUC WORKS DEPARTMENT F' N
113 ~ 9 ~Q . e 135 S/W (r~P') APPROVED G DING 1 q f j° _ ~ ` . t ~ ~ ENGINEERING DATE -.DRAINAGE
_ ~ , ~ fir' " fir, 15" RCP ~ ~ ~90~ STORM WATER DATE PLAN
~ `''I,, ~ TRANSPORTATION DATE
+-rj ` qt XIL
l Y II R 11&A t Qt) DATE DRAWING N0: 4 Ilu 4~~L I w
1. AS A MINIMUM, DRAINAGE SWALES TO BE INSTALLED ALONG EVERY THIRD LOT LINE OR AT THE PROPOSED CATCH
d,va A i N BASINS TO BE INSTALLED AT LOT LINES, WHICHEVER IS THE LEAST DISTANCE APART, TO PROVIDE POSITIVE DRAINAGE. EE SHEET 8 9

Z
W W
T BNA TE a .a~.-~ a4w.~o ~ ~r ~ ~ :ss~:~,f ~~x . o_~ ~ e Y. ~ ~ '1 ~ w•F". 2 ~ u ~ 51t7 ~ TAX MAP: 858A-01-~1 TAX MAP: 838-01-012 ~G,ryi
W. ~r -L' i . PIN:0815-02-87-6340 PIN: 0815-02-85-1866 ~ boo "'u.r ~Po4y w'"4"h 4• 'h,M'°~w~ ~9u._a.. r~, V. `l
_ . ~ w r _
PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE RCP UNLESS NOTED ~ry~~~~' 1. ALL STORM DRAINAGE ( ) , ``~~~°~a,w. ~ s ~ . , .~..w,~ -
:,ti OTHERWISE. ' ~ ~ r M ~.~r~~~ .n~., „vw~, .~~w ~ _ _ - 3~ 515 ~ ~ ~ ~ ~w, ~ sus ~~.~~m~ ~ GRAPHIC SC o 0
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS. ~x - ~ _e ~ ~w>~ ~ ne, °`•••w - ~ , ~ k, ~ ALTERNATIVE ~ _ _ _ . _ . :::..,t .u _ P I COMPRESSIVE STRENGTH. , . x:.,r., ~ ~ 30" CIT~fw qF"D~ r . 30" CITYf QF D~~~A~ ,a " i-~ ~ ~ 0 0
WALKWAY , 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 S ~k, ~ ~ ~ - ~ ~ ~n r~.= .H_ - 8" SANITA~21' ALL BE STRUCK EVEN WITH INSIDE WALL. - J~" ~ro ` ° , ~a. as ao ~o ~ ~~o 8" S~tdifAl`2Y 8E4HER ~AS~MENT~,~ " ~ o
4. ALL PIPE IN STORM DRAIN STRUCTURES SH °~'"(PAVED)...,, ~ . ~ - M _ w..e 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION , « ~ -
„ -4_q..~ OTHERWISE NOTED. ~ • ~ ' M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS S L~. u/ OL ~ , .~,y:, ~ ~ . ~ I1d FEET) a ~
~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ~4q• h _ , - ` ~ , / ' " , ~=-ca-~~ ~ T~--;-~ _ d~~
- LE TANDARD USING MORTAR MIXED TO MANUFACTURE S SPECIFICATIONS, iu - •~M.~ ~ ' a • ~ ~ ! 's ~ \ ~ 1 3LC11 4~ C9
~...~..e 535 _ / - - ~ ~ ~ J E F THE PIPES _ E RO TED INVERTS CONFORMING TO THE SHAP 0 , 7. ALLSTORM DRAINAGE STRUCTURES SHALL HAV G U - ° , n .w _ w R°..,
ENTERING AND EXITING THE S - ~ ITY'OF DURHAM ; ~ ~ > ~ ~ ~.30 C _ ~
r_ E FR ROOTS VEGETATION MATTER WASTE _ =8"=SANITARY~SE~S'£R EASEMEl~f _ _ ` ~ ~ ° ~ " ' .w 8. ALL BACKFILL SHALL BENON-PLASTIC IN NATURE, FRE OM ~ - . _ ' ' .NATURE TRAIL ® _ > ~.,.w S
540 ~ G,, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHAM BE CAPABLE OF BEING ~ ' P ~ ~ r r~ - - - c,~ °`^,w w Z
EANSANDSHALL HAVE NOTENDENCY TOFLOW ORBEHAVE IN APLASTICMANNER ~ - 0 _ COMPACTED BY MECHANICAL M ~ f ~ - ~ 1$5 ~ ~ ~ ~w~~. .i h`*,
UNDER THE TAMPING BLOWS OR PROOF ROLLING. TREE PRp TkpT10N ~ 1 ~ ry. . i w„
EMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE ~ ~ _ FENCING w " 9. MATERIA S ~ - w .S ~ ° , ~.a % w, ~ sa ~ V
ti. ~ ° rt{` REMOVED AND REPLACED WITH SUITABLE MATER AL. \ , • ~ _ 1 . ° ~ _ ~ ~ ` ' ~ : ` ~ r .,n ~~o OFESSIp° tiy'
HED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE - ~ - ~ P''= ' ENCHES SHALL BE ACCOMPLIS 10. BACKFILLING OF TR \ _ - . ~ , - , _ ti ~ : _ / . 550. ~ 22 CITY 4F DUR~iAM ~ ~5 1•~~
PIPE SHALL BE THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD ~ ° \ ~ - - ~ _ - _ _ _ - ~ - STf~M EASEMENT,: \ '`5~~ ks :5~~ m~~ _ _ . ~ s. . t ~ I o~ ~ SEAL ~ oo
O 16° CITY OF,: DURHAM ` , ~ xq, w PROCTOR TEST. THE TOP EIGHT 8 INCHES SHALL BECOMPACTED TO-100 % STANDARD PROCTOR. ~ " ` ^ " 4~` STORM ~~.~~~~ENT~:. 164 T ~ - - ` ~E ~ /~y'/~b~. 'S"~ C. 5 i. ~ , y~ mi'lt'?~ ~ CO ~ ~ 0 0
11. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS ~ , Y - 1 ~6 , ~ ~ ~kw ~ - ~ ~'4,~0 Ct~IC bWy, `'4,`,,. ~`w ~`ay ~t'`° ~~`k~k~t ® r op 20119 °
BEEN PLACE . ~ - ~ 1 +ti ~``M•S~S~. . h ' w,. S/W (Tti _ ~ 12. STORM DRAINAGE EASEMENTS: OWNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF ~ '4L ~ ~a, ~ ~ 'Wt' ~ ~ ' o .D ~`1_\`
qp,~ emn c+am ate' _ a; ~;y ~ , r +y~ ~a~ STORM WATER FACILITIES IN THESE EASEMENTS REMAINS WITH THE GRANTOR. THE EASEMENT AND ACCESS POINTS = ~a - 34 Rt~l. TYRE ~
ED TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF ~ , ' ~ ° ~ ~ ~ ~ ~w ~ TO THE EASEMENTS ARE SUBJECT , , ~ ~ C&G ~~TYf') : ~ ~ \
E OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS RECORDED - ~-..-..-~~-.,,®®s6 ~ . ' r1~~ , ~ ~ RIGHTS AND PRIVILEG S .w ~ ® ~ ~ t ~ ® ` ~ 0 r °
, f ~ \ , iN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THESE EASEMENTS AND ~ ~ ; ~I, ~ y ,
REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, ~ ~ , . , ~ ~ t 7
STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTLONS PERMITTED WITHIN THE EASEMENTS EXCEPT ACCORDING TO ` ' - ~
THOSE TERMS. ~ ~6 ~ ~ ~ ~ - t~ o ~ ~ ~ ~ - 'F V a Y~ tt ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~1 ~7 a6 1 , z - - ; _ 4 ~
'
~ + h ~ ~ 5 CONC: ~ ' p, ~ E ® ® o•
_ _ ~ ti, E
~ ~ 95:RCR ~
_ , E SI T OL NOTES. _ ; , ~ ~ _ ~ ~ I I ~ I ® ~
_ - s •:y ~ ~ ~ ti ~
f Y EKED T B RH NALL BE ADH 0 ED BY D AM COUNTY S ~ IT ISSU U T RBANCE PERM D DIS U F LA _ N S0 r VI ION _ L PRO S 1. AL ~ 0 ri ~ ` ` 9 p ~ ~ ~ ~ ® ~ ® V
, 's, _ ~ 4.r r. ~ ` s r. a NTRA TOR. ' CO G ~ ~ ~ .r : ~ z~ ~1 fi~
TION AND SEDIMENT CONTROL MEASURES REQUIRED TO PREVENT SOIL EROSION SHALL BE k ' , ~ ~ '''r~'` 2. ALL EROSION PREVEN _ _ , ~ ~ G ,
- ~ ~ , INTAINED BY CONTRACTOR. t ~ ~ AND MA ~ ~ ' , PROVIDED ~ ~ s _ ~ ~ t.
, r , , . ~ ~ ~ ~ ~ ~ O
d x ~ 1 ~ 4 : . ~ ~ ~ , . ( _ ' , ~ ~
- , i~ ~ r - , . , I c a ~ ~
n ~ `4, t 1 15 RCP ~ . DTI ~ , ` X11 1 ~ I~'~~ KAY MAP ~ ~ Z
rt ~ 4 , °79 , „ t~ I
1~® S B . . ~ i o
® S ` ; S~ , DIG T e ~ a r. ~ ~ ' , ~ r . ~ v
,x - 1 , ~ , ~ . t" ~ , ~ , , , ~I ~
y . ti ° ~ ~ ~ ~ ' ~ ~ a, s T L NE R AT THE PROPOSED CATCH 's s w ~
1. AS A MINIMUM, DRAINAGE SWALES TO BE INSTALLED ALONG EVERY HIRD LOT I 0 I 5 CONC.:.. ~ ~ , -
E ER IS THE LEAST DISTANCE APART TO PROVIDE POSITIVE DRAINAGE. S W TYP WHICH V ( ) T LINES / y BASINS TO BE INSTALLED AT LO , k ~ 4 , ~ , ' ~
~ , . 's p. ~ ~ ~
9 i ~ HC RAMP ! f'~ LEE o
, i t
, ~ , DI DROP CURB INLET Q~ a ~ ~ { (N.C.D.O.T.840.04)
, t l~G ~ OK
~ ° 1 e ~ ~ ~ i, r 1 ° 6,°B r ~ ~ _ _ ~ ca COMBINATION CATCH BASIN Z
PUIC' 0,'33 ~ ~ t ~ i ~ i r : _ _ (N.C.D.O.T, 840.02 OR 840.01) ~
i~ ~40 i ~ l ~ ~ _ ' ~ ~ ~ ~ i r i y it T ' ' DcB DOUBLI= COMBINATION CATCH BASIN O
s ~ l ` ; Hw HEAD~iALL
~ I 1- ; ,
° ~ r r
~ . r ~ f r _ ~ ~ ~ i ~ ~ m
t ~ J r a,~ ;
r , ~ ' f ~ f r ~ 1 e„ ,
~ t r i - - r°- - r- _ ~ J
~ ~ r / ~ ' ~ ) 1Q~,:~ P42 l ~ + 1,~~~'~ i' a, e ~ i ~ a~ ~,$9 ,ice ' . li
r i '.h~ P ~ ,r - . ~
~ ~ ~ i ~ i
_ _ F ~ ~ 4 l' h I
1~ ~ , ~ ~ : _ ~ ~ ~
r ~ u r I ~ r~ ~ ~ ,
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3 ~ ~ ~ 1
r' ~ ~ i' j i • - ~ ~ J' - , n
a , I, ~k~.~i1 a F t , -E~{u _t.
a ~ f` i t I g 3 ~p Asheville, NC
~ ~ ,r' / ~r ~ 1 ! r' i r ~ 828-253-2796
0 ,a' 1' ~ ~ ~ ~ t ~ , f ~ F 1 ~ ~ ~ ~ ~ ~ _ _ f------ ~ Cornelius, NC
~ p`` ~ r ~f ~ t` ~ _ " 1 t _ y'~ r ~ t {F ~ if 3 - - - 704-895-9051
~ 4~ a4 r l' ,,t F` i d ~ ,l rr"'~ ~ " ~ ~ r 7 ,r r J 4 x h'i' ? Greeneville, TN
? a ~ 423-639-0271
.59 :
, • ,4!I i . . ~7 ~ fin, ~,0 61 p ~ Knoxville, TN 865-546-5800
n~~ W* ~ ~ r $ ~ r p 1 f J ~i ~ 3 i _ ~.J r ~ ~ ~ fi ~ r~ r Y t+ ~ of f ~ ! .j Lexington, KY
v~ ~ ) ? 3 f r y 1 s tr : : ~ , ' + r ,,,tf%• 1~ r rf Y 3 ] , tJ r f ? ~ 859-27 I -1483
1 I _ * ! I t 1~ r~° ,a y J t ~ ~ ~ # r ~a ? r ..v~,. ~ r ~ ~ ~ /a p , - Middlesboro, KY
aY~ f ~1 f~ J{ f r t zr d J er' r i 3. - - - - - ~ ~ 606-248-6600
~ 7 i~ s* . ~ a' s ~ j~ www.vaughnmelton.com
fl Copyright 0 2005 Ail Rights Reserved
.w ~ Ww, e~' x r ~ 1 :p ~ . ,P :~a ~ ,:p ~r L ~ i I ~ 2~'
r"`~~ , a~ J` 0 ~ r ~ * s f ' CONCx 1 ~ ~f
DRAWN: D.R.D.
580 ~ ' ~ ~ r' - ~ II: CHECKED: P.E,O.IL.D.B.
.ue*s * ' .x a~ .t App 3 f ear a r y. ~ re ai~ d - 7` _ , ,.,~'"'*,u`~`' v"' ~r~A'~~rv' ~us`~ s,r'°x a~~f'~'~ n'''. 1 ~ ,r _ - ~ _ JOB N0. 30520-01~
~1 ~ SCALE: I "=40' -
u+~" "'u'x 7 ,.e"'"e r' ?,"'1 ~ N"' ~ep* x' ~ ~ ,d'~ ? a ~ " r"' ,r ,,r'~ ti/ s~ ' ,J' ~1"" r' ,fir b ,a ,r" fir` ,r ~ f? / ~ ~ r ~ DATE: 4- 18-05
r. ~ T ~ . FILE NAME: Const-Base
„ f ~ my~ r. : u a' a' ~,r ~ ~ v FJ~ ` DRAWING TITLE:
f ; . ; F .r' ''i ~ .a""•
it G DING
- ~ _ - - J ~ i; cln o~ ~uRHa~ DRAINAGE
J j * M "s 5' I/ 'f - pe i*~A ° e~`~ uT _ ~_~1I l ! ~ f Y t ~ PUBl1C WORKS_DEPARTMENT PLAN
o - hV AFVKUVtU
ENGINEERING - DATE
I~v f (raI STORM WATER DATE DRAWING N0: TRANSPORTATION DATE
DATE
DATE

TAX MAP: $58A-01-001 TAX MAP: 839-01-012
E°f 1 °f I PIN:0815-02-87.6340 PIN: 0815-02-85-1866
s~ ~ 22' CITY OF DURHAM ~ z z
~ STORM SEMENT ~ i FIRE HYDRANT ~ gg _ _ - w w ~ ~
30" ROLL TYPE - - ~ (TYP.) ~ 114 ca~G CrYP.) ~ 136 ~ ~ 0 0
~ m ~ U U
5 eoNC. a Q Q
5 v~ , TYP. 123 / ( ) I F, GRAPHIC SCALE
® ~ ~ ~
0 ~ ~ 3/4 WATER SERVICE W/ SS MANHOLE (TYP.) 3 5 40 J 20 ao eo Sao ~ 0 0
' ~ DIVERSION 4 ~'1 5 8 METER & BOX (TYP.) I ~ P° / ffi :I LU U U
115 137 ( IIJ FEET) ~ W W
- - ' , ' ce Ic~~ ~ ' - ~ 1 itach = 40 ft:-- _ a ~
T 3 4" WATER SERVICE W/ - - / »
- 122 ~ ' S/8 METER & Box (rrP.)
~ m ~
a ~ I L 6 a ~ ~ ~
92 ~ ~ 5° CONC. VARIABLE UNDTH GITY ~ URHAM STORM EASEMENT 30° ROLL TYPE ~ o_N Z
g7 ~ S/W (TYP.) h, _ CdcG (TYP.) . ~ ~ _ I
E ~ 136 ~ e ~ 116 , - - - -
~ m 22' CITY OF DURHAM I" ~ `1~ti~~itn?urrii
- - ' ~ STORM EASEMENT i ~ i 22 ~ 121 ® ® ® o00000000o C~
~ - ~i ® ® \ ~ p O~ ON D Y / D 4
i 7 01 oaA ~ ® aDQ SEAL l~a ;
L 11~ B 08 i E 3 ~ 20119 0
g 3 ~ . _ _ - ~ 4' SANITARY SE R SERViC 96 I D D RViC ® B®~~~~ ® a D ® DF c~D
~ W/CEANtlIiITS (TYP.) 139 _
117 " - - o ~ ; , Er.
,qf ` fit ~ ~ ~ ~ ( ( ~ j ~ ~ , ~ 5 CENdC. f LIr~~J, ® ~ ~ ®
~ , ~ b 120 ~
TEMP. 2 8.0. I
~ ASSEMBLY ' ~ 1 ~ 4 SANITARY SEWER SERVICE C ~ i 8 a
~ W/CLEAN~ITS (TYP.} ~ ~ ~
f . 94' g5 0 - - - - ® ~ e ~ ~ ~ ~
~ 118 ~ ® ~ ~ ~ o , w-~~
140 VARIABLE ~DTH CITY .OF j ~ 1 ~I.jJG &< BLOCKING • ® ® ®
' ~ ND F 92"x8° TEE ARIABLE WIDTH CITY OF DURHAM STORM EASEMENT . BEYOND.. E 0 VARIA LE WIDTH CITY ~ 119 I ce 14A ~
s~T sDT'~ PHASE 9A PAVEMENT` B RHAM STORM EASEMENT I ~ CB t4 m ® ; ~ ~i ~
TYPE ROLL ' ~ - FFI °EASEMENT 30 9 I ® ® : ~ ~ ffi; j.
c -~2 ` a C&G (TYP.) 104A 8 G.V.. ~ ~ ~ i'~` ~.I
- - 7 , ~ ; SDT 92 x8 REDUCER 55+ b ` VARIABLE ~DTH CITY i 13 4° DIA. MH ~ ~ ,,r~~ t ~ ~ i
- - - „ _ CB 09 \ OF DURHAM STORM r CB 04 ' ~ r h~~ 9~, f
_ . SDT ~ EASEMENT rr~ 12 TEE
- ~ ix 1 i Fld -,t ~
, ~ 53.1, r ..1~-'''~ ~
SEEN TE 8 -
CE II p ~PIC On ~ ~ 8~ PLUG B OCKING riV ql ~ _ ( o
5 BEYOPIp E D OF ~ i i r I
wr 11 PHASE 1,~ PA MENT 50 R ~ H I <s ~ b 30 ROLL TYPE ONI, 33' S L I
~ 95 PLUG & BLOCKING BBB CB 03A VARIABLE WIDTH CITY ~ r ~ sss J I I LL C&G (TYP.) ~ RHAM -TORN H RAMP ~ ~ I ESE L
5 BEYCaND END OF 4 DIA, MH CB 05 ~ OF DU S C J I I PHASE: IA AVEMENT ~ .V. 5 CONC. EASEMENT (TYP.) CB Ot 0 ~ I 1. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800.632.4949) AT LEAST 48 HOURS PRIOR TO BEGINNING J
. ~ W/92 G H 21 20 I s/W CONSTRUCTION OR EXCAVATION TO HAVE EX{STING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES
19 I ® r... ~ 1 I ~ 11 ~ ~ I THAT PROVIDE THEIR OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL".
I I VARIAB ~WOTH pTY ~ ® : I ~`I 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND RIGHT-OF-WAYS TO 8E OWNED, OPERATED AND
17 ° 0102 ~ f . 22 CITY OF DURHA~! ~ OF DURHAM STORM ® f / MAINTAINED BY THE CITY OF DURHAM. Q
16 RM SEM T STO EA EN ~ EASEMENT ~ ( 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS.
r' - . 14 4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND DEPTH SHALL BE j
I -1 ~ ~ . , 13 ~ ~ CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION. o
® ~ ~ ~ _ I I - _ I 5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR N.C.DA.T. STREET OR HIGHWAY
I , I ~ , ~ c_ I RIGHT-OF-WAY THE FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; CITY RIGHT-OF-WAY: CONTACT LOCAL ^
AUTHORITIES° TRAFFIC ENGINEERING DEPT. FOR INFORMATION ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY
y I ""T~ ~ s . CONSTRUCTION WITHIN RIGHT-OF-WAY. N,C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL x
~ A. -_l j'i PERMITS AND ENCROACHMENTS (KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT OFFICE 24
- L 12 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
R N 3 d ii EtP DIVE ~o iiiiiil 4 6. ALL DIMENSIONS AND G ES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO Q
_ ' d=9' z=3:1 iii~l~~~ (b 2, ) , ill! i iiiiti CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO PROCEEDING WITH
t ~ ~ I ) CONSTRUCTION FOR NECESSARY PLAN OR GRADING CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE Z
EIP -~-ter ~ CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH ~ NOTIFICATION HAS NOT BEEN GIVEN.
I 7. NO PLANTING OR SHRUBS WITHIN R1W WITHOUT LICENSE AGREEMENT WITH THE CITY OF DURHAM. m
_ ~ - u 8. WHERE STREETS TERMINATE (EX. PHASE LINES) THE FOLLOWING WILL BE INSTALLED: 1) ASPHALT HEADER, 2) RIPRAP OR w
T/ CONCRETE APRON FOR STORM WATER TO DLSSIPATE, 3) UTILITIES TO EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF
- ~ B//®/( PAVEMENT, 4) N.C.D.O.T. TYPE III BARRICADE>
r IPS 9. SEE PLAN & PROFILE SHEETS 17-23 FOR STATIONS AND OFFSETS OF UTILITIES AND APPURTENANCES.
I
I TIE TO FUTURE t2 c5 I DIP WATERLINE FROM
! GUESS ROAD T Y
5 1. BACKFLOW PREVENTORS SHALL BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR ELEVATIONS OF BUILDINGS LESS THAN
r, 1 °-0"ABOVE UPSTREAM MANHOLE.
I~~ k 2. MINIMUM COVER OF 5 FEET IN TRAFFIC - TO BE PROVIDED FOR ALL COLLECTOR LINES 4 INCHES AND LARGER. IF LESS
,i I I~, THAN 5 FEET, DUCTILE IRON PIPE SHALL BE REQUIRED.
_ 82' AASHTO TAPER TIE-1N I~~` (35 MPH DESIGN SPEED) 3. MINIMUM SLOPE FOR 4 INCH SANITARY SEWER COLLECTION LINES SHALL BE NO LESS THAN 2.0 °h WITH CLEANOUTS EVERY
75 LINEAL FEET.
I 4. MINIMUM SLOPE FOR 6 INCH SANITARY SEWER COLLECTION LINES SHALL BE NO LESS THAN 1 A ~ WITH CLEANOUTS EVERY
I ¢ I 75 LINEAL FEET.
5. SANITARY SEWER EASEMENTS: SUBJECT TO TE STATED IN THE DECLARATION IN REAL ESTATE 800K 1510, PAGE 958. Asheville, NC
LEGE NO STRUCTURES, FILL, EMBANKMENTS, TREES QR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING 828-253-279&
TO THOSE TERMS. Corneiws, NC ~ 704-895-9051
• NEUSE RIVER BUFFER T D 423-6391-0271
S~ 1. WATERLINES WILL BE 3' OFF CURB AND GUTTER UNLESS SHOWN OTHERWISE. Knoxville, 7N
/ OPEN SPACE o 2. LAY WATER MAINS AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWER. IF LOCAL CONDITIONS ~ 865-546-5800
OR BARRIERS PREVENT A 10 FOOT SEPARATION, LAY THE WATER MAIN WITH AT LEAST 18"VERTICAL SEPARATION ABOVE Lexington, KY
THE TOP OF THE SANITARY SEWER PIPE EITHER <1V A SEPARATE TRENCH OR IN THE SAME TRENCH ON A BENCH OF ? 859-27 I - 1483
iii TREE SAVE UNDISTUR$ED EARTH. a Middlesboro, KY
3. WHEN A PROPOSED WATER MAIN CROSSES OVER A PROPOSED OR EXISTING SANITARY SEWER, CONSTRUCT THE 606-248-6600
WATER MAIN WITH AT LEAST 18"VERTICAL SEP TtON ABOVE THE TOP OF THE SANITARY SEWER. IF LOCAL CONDITIONS www.vaughnmelton.com
PHASE LINE PREVENT AN 18" VERTICAL SEPARATION, CONSTRUCT BOTH THE WATER MAIN AND THE SANITARY SEWER FOR A DISTANCE Copyright 0 2005
OF 10 FEET ON EACH SIDE TO THE POINT OF GROSSING WITH FERROUS PIPE HAVING WATER MAIN QUALITY JOINTS. Ali Rights Reserved
4. WHEN A PROPOSED WATER MAIN CROSSES UNDER A PROPOSED OR EXISTING SANITARY SEWER, CONSTRUCT BOTH THE
I I I III I I I I NATURE TRAIL PAVED t WATER MAIN AND THE SANITARY SEWER OF FERROUS MATERIALS WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN pRA~; D.R.D.
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. CENTER THE SECTION OF WATER
PIPE AT THE POINT OF GROSSING. CHECKED: P,E.O./L.D.B. 5. MAINTA{N A MINIMUM COVER OF 36"AND MAXIMUM COVER OF 42° BELOW FINISHED GRADE OVERALL PIPES UNLESS JOB N0: 30520-01
FUTURE PHASE OTHERWISE DIRECTED OR SHOWN ON THE PLANS. DUE TO THE HEIGHTS OF VALVES, INCREASE THE COVER DEPTHS SCALE: I "=40'
ADJACENT TO THE VALVES OR VARIED AT POINTS OF TIE-INTO EXISTING LINES.
6. WATER MAIN {NSTALLATION SHALL BE IN ACCORDANCE WITH N.C.D.O.T. STANDARD SPECIFICATIONS 1500,1505 & 1510 (2002 DATE: 4-18-05
EDITION). FILE NAME: Const-Base
• DRAWING TITLE:
UTILITY
CITY Of DURHAM PLAN
PUBLIC WORKS DEPARTMENT eapRrn~n
ENGINEERING V ATLEAl ~ 4A STORM WATER DATE DRAWING N0;
TRANSPORTA11ON DATE
DATE DATE

TAX MAP: 858A-01-001 TAX NiAP:839-01-012
PIN: 0815-02-87-6340 PIN:0815-02-85-1866 ~ ~
~ GRAPHIC SCALE ~ ~
Jn ' ~ ' ~ ;Yh ~ v0 Cl Y 0. DURHAM Pf o 0 0 ~ , ~ j ~ ! ao 0 20 ~o ~ seo
\ ~ ® 2®1 SAPITARY SEVdER EASEfJ~EJT--' / U U EASEM~JT~ 11 ~i a ~ ~
h ~rr4 . a
.®5 CONC. I . \ W TYP. ~ ~ ~ 200 I ~ ( ~ I
e
. r f . o \ i " ~ m. 0 0
~ ~ .o o , I N . . j, ~ ~ ® ~ LL) U U
~0 d'0. ~M'~„J ~ / I . ei`~„ W W
i ~ " ~ 20' CITY OF DURHAM 1
. STORM EASEMENT ~ ~ ~ I ~ ~ ~ ~ ~ ~ O Q
. . \ ` \ .TREE PROTECTION. FENCING 1 . ~ o.~ ~ ' \ \ o: r~` Q ~
' ~~o ~ ~ o ~ . . ~ „ P 8~ BLOCKIN ~
~ ~ ~ 92. LUG a ~ . 5 BEYOND END OF ~
~ PERMANENT J ~ / ~ ' ~ ~ ~ , ® PHASE 16, PAVEMENT ° ' .
DIVERSION DITCH 5' ° (b 2, d=1, 2 3.1) \ 3Q' CETY OF D RHAM
22 CITY OF DURHAM p , • ° ° ° . • • ~ 8 SANITARY SEWER ~ ATURE TRAIL•
~ STORM EASEMENT VARIABLE WIDTH CITY EASEMENT l v~ (PAVED) ~~~~iiu?iri~~~ ~ ~h ® . ~ ~ ~ ~ CARP'%, ~ ~.f i 1~ ~
OF• DURHAM' STORM . . ' , . . 3~. 192 „ ~ O 191 193 EASEMENT ~ E ~ ~ 1
~ 194 O ~ _ ~ r ~ ~ . • . • 1 .
~ » ~ 5' CONC. ~ NATURE TRAIL ~ w ~ ~ , t i ~ ~ ~ 11111 111 I'F ®e ~ ® ~ ~ ~ < ~i' ~ ; ~o'Q~ ti9 ~9 r~c~s X72 1 111 ~ ~ o o ~ SEAL ~ a
» 9~ 1~ 12 x8 30 ROLL TYPE . PA i ~ A ^ • ® _ n
TEE S/W (TYP.) ( ~ 39A ~ ~ t~` ~ A. MH, ~ TOT LOT 2 C8 3 he ~ ~ 1 :v. ~ AIURE TRAIL ® J ~ ~ 201 ~ 9 . ~ ~ .(NON-PAVED). ~ ® ® °°,F ~o
4 DIA. MH DI40A / ® ~ °N
W/ 12" G.V. ~ ~ . » . . . ~ a A~ , ~ . 4 DIA. MH ' ~ he l2 lEE • ~ ~ y ~ ® G~ ~
W~12 G.V. 2 8 ,,N ® ~ ~ .ems®, ~ i ~6p~
® \ ~ ~ ~ ~ ~ ~i~ ~ 4.° DIP'. MK . d ~ . , \ ~1/ 12 G.V. ~ ~ ~ , b 1„ ®e ~ ~ .
B 42 114+ ~ ~ . • r ~ . , _ _ a ~ ~ b~, ~ l »
~ - - - --f - ~ - ~ 38 ~ ~ ~ . . ~ 8 PLUG & BLOCKING 5 F. PHASE 4B : . . ! `°°a:..~'jJ. . fl .
e., ~ ~ ` ~ ' ~ . , .BEYOND END OF, PHASE 1B , • .V. _ 111 ~ ~ ® ~ CB 45A 8 G ~ ~ ~ ~ ~
. ® . ° ®0 f
v SDT i ® ~ ~b.° ® ~ ~ KEY
\ , ~ ~ , t g
ems.' . • r ® . ~
v I I 5o QR/ sor ~ , \ ~ \ ~ VARIABLE W DTH CITY C ~ \ , ~
i f OF DURHAM STORM B,S \ ~ ~ . ° , , EASEMENT 3 4 WATER SERVICE W \ i , . .
m Qc 5/8 METER do BOX ~ \
~ ~ • ~ ~ WETlA71~ e... ...~'f ' . NEUSE RIVER BUFFER ~
~ t ~ o e a m e 55 ~ 3 80 ~
30 ROLL TYPE ~
s, / i . . . . / . . ~ ®PEN SPACE ~
i m 5 ~,CB 43 ~
DCB 44 O ' ~ '
~ ~ 107 ~ ~'a~ ~ o DI 8A J ~ ~ • 4 DIA. MH i ~ i • f ° ° / 50°NEUSE jj/ TREE SAVE ~ IH . . . J ! SUFFER
/ ~ - - ` I ~ W 12» G.V. m
TEMPORARY VARIABLE WIDTH CITY OF ~ ~ ; I- FH • PHASE LINE
I $ DRAINAGE DURHAM STORM EASEMENT , ~ ~ $ ~ ~ u ;
~ M I
79 , t2 > • t2 x8 TEE f ~ ~ %f ~ • ~ • % ~ ~ ~ ~ ~ ~ I / ~ I I I I I 1 I I I I NATURE TRAIL (PAVED) ~ ~
C 4 ( ' ~x TEMPORARY
5 CONC. ~ r v S W TYP. ~ DRAINAGE ~ , ~ d,~ 196 -
4" SANITARY SEWER SERVICE / ( ) ~ SWALE 1 ~ ~ • FUTURE PHASE
W/cLr~NOUTS (TYP~.) y ~ ~~s ' _ _ ~ I / Z
_ - - ` 106 ~ ~ ~ i C ~ ~ ~ i ~di ~ ~ VARIABLE WIDTH CITY I ( / ~ j
~ OF DURHAM STORM
T ~ t ~ SS MANHOLE. (TYP.) i „ ' EASEMENT ~ ~
~ ~ _ i 8 G.V. / / 195 ~ E!P ` ~ Q,"
~ 84 z a ca - - D I E 78 CB 28 MH 26 ' ~ v`~ 0
/ ! ~ I ~ ~
5' CONC, 8 PLUG & BLOCKING 5 BEYOND 24 PLUG ~t BLOCKING 5 BEYOND i _ _ END OF PHASE 1B PAVEMENT ~ ~ ~E N . • Y' ~ ~ S/~d_(TYP.) r~" r END OF PHASE 1B PAVEMENT ~ ~ r. . SDT _ -
~r r 16 CITY OF DURHAM , - PHA 9 ` W 4~\ / $2' CITY 4F bURHAM Z ~ oy~, / I S1~ARM EASEMENT O
~ ~ STORM EASEMENT ~ ~ ~ J8 50 \ / ~ ~ ~
f ~ ~ _ 1 l
105 ® ~ P » _ \ ~ , HC RAM ® \ \ / ( PERM ENT o.
h 5EE NOTE 8 ~ TEMPORARY 1 BLOW OFF TEMPORARY r (TYp ) ~ Y DIVERS ON ~TCH 2
85 AssEMBL t, ~ 7~ DRAINAGE ~ • , \ / ~ 197 (b~2',(d~~, z=3.1) ~
~ SWALE 24 i fj,~ \ \ I ~ EXISTING 30' 0/H lm~
108 ~ / C _ SEE NOTE 8 ~ , 6 ~"7',~.°~O ~ ' ® 12 \ . W/ 12" ~ V. / POWER EASEMENT J
_ I ' 129 ~
8" PLUG & BLOCKING 5' BEYOND 16' CITY OF DURHAM e~ ~ - ~ ~ i ca 2 ® \ ~ / ~ I
ERIE C'~ TES: END t?F PHA 1B PAVEMENT STORM EASEMENT
1. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632.4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE - ` ® ~ I flP l /l
I T TILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA r - 130 EX S ING U 130. / / 23 ~ \ % /
ONE CALL". i 5 CONC. \ o / /
2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF DURHAM. 109 SAN ~ . ® x ® ~ / /
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. - ~ r~ ~ / / ` ~ ~ TIE TO FUTURE 12" DIP
4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION. \
F i PR VEMENTS WITHIN ANY CITY OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-0F-WAY THE FOLLOWING PR~EDURES ~ ~ \ 5. BEFORE STARTING ANY CONSTRUCTION 0 M 0 ~ 128 \ ~ 131 / 30" Rte- TYPE ~~5DT ~ ~ ~o~ 5 WATERLINE FROM GUESS ROAD / C&G (TYP.) ® ~ 8" G.V. \
SHOULD BE UNDERTAKEN; CITY RIGHT-OF-WAY: CONTACT LOCAL AUTHORITIES' TRAFFIC ENGINEERING DEPT. FOR INfORMATION ON DETOURS, OPEN CUTTING OF _ _ _ _ • ~ I
Y NSTRUCTION WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CANTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND ~ STREETS OR FOR AN CO 22' CITY OF DURHAM. i l,~ ~
ENCROACHMENTS (KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). STORM EASEMENT ' ~ ~ 132 ~ ~ ~ SDT-,-- ~ ~ ~ ~ Asheville, NC
8. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE / ~ / B 22- \ ~ \ ~ ~ ~ 828-253-2796
OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING CHANGES. NO EXTRA COMPENSATION SHALL h - _ _ 110 . / ~ ' I ~ 2 \ ~ ~ ~ Cornelius, NC
BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS lF SUCH NOTIFICATION HAS NOT BEEN / 5 CONC. ~ ~ ~ \ 704-895-905 I
GIVEN. 5' GONC> N E A REEMENT W l S W TYP.) 7. NO PLANTING OR SHRUBS WITHIN RIW WITHOUT LICE S G iTH THE C TY OF DURHAM / ( DI 21 g/yy ('I'Yp,) I ~ ~ 0 Greeneville, TN
127 8. WHERE STREETS TERMINATE (EX. PHASE LINES) THE FOLLOWING WILL BE INSTALLED: 1) ASPHALT HEADER, 2) RIPRAP OR CONCRETE APRON FOR STORM WATER TO ¢~g _ _ . ~ " ~ ~ 423-639-027 I _ _ A
DISSIPATE 3 UTILITIES TO EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, 4) N.C.D.O.T. TYPE IIIBARRICADE. - DlVERSK)N 4 ~ 1 ~ ~ f ~ Knoxville, TN
9. SEE PLAN ~ PROFILE SHEETS 17-23 FOR STATIONS AND OFFSETS OF UTILITIES AND APPURTENANCES. ~ (b=2 , d-1, a=3: 9) I ~ 865-546-5800
i 1 VARIABLE VNDT1d CITY ~ Lexington, KY _ I ' OF DURHAM ST M I - 82' AASHTO TAPER \ ~ 859-271-1483
E E : ~ SIT Y 111
133 EASEMENT ~ 11EpIN (35 MPH ~ o ~ - ` DESIGN SPEED) ~ Middlesboro, KY
1. BACKFLOW PREVENTORS SHALL BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR ELEVATIONS OF BUILDINGS LESS THAN 1`-0"ABOVE UPSTREAM MANHOLE. i 30° ROLL TYPE ~ VARIABLE WIDTH CITY ~ 606-248-6600
2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE IRON PIPE SHALL BE C&G ( ) 126 OF DURHAM STORM ~ I www.vaughnmelton.com
REQUIRED. R LLE TION LINES SHALL BE NO LESS THAN 2.0 % WITH CLEANOUTS EVERY 75 LINEAL FEET. - - - - ~ EASEMENT Copyright ®2005
3. MINIMUM SLOPE FOR 4 INCH SANITARY SEWE CO C i I!`` CB 20 All Rights Reserved 'ORARY CB 19 2
4, MINIMUM SLOPE FOR 6 INCH SANITARY SEWER COLLECTION LINES SHALL BE NO LESS THAN 1.0 % WITH CLEANOUTS EVERY 75 LINEAL FEET. TEMPORARY 5. SANITARY SEWER EASEMENTS: SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958, NO STRUCTURES, FILL, EMBANKMENTS, TREES DRAINAGE NAGS
SWALE OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. a, - - LE I DRAWN: D.R.D. - 22' CITY OF DURHAM
112 134 ~ STORM EASEMENT CHECKED: P.E.OJLD.B.
ATE: _ PERMANENT DIVERSION DITCH 1 J08 N0: 30520-01
1. WATERLINES WILL BE 3' OFF CURB AND GUTTER UNLESS SHOWN OTHERWISE. 125. i I SCALE: I =40
2. LAY WATER MAINS AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWER. IF LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT _ _ _ _ _ ~y _ ~ DATE: 4- 18-05 _ 16° CITY OF DURHAM ~ 3 I FILE NAME: Const-base
SEPARATION, LAY THE WATER MAIN WITH AT LEAST 18" ~PERTICAL SEPARATION ABOVE THE TOP OF THE SANITARY SEWER PIPE EITHER IN A SEPARATE TRENCH OR IN
T ~ THE SAME TRENCH ON A BENCH OF UNDISTURBED EAR li. _ STORM EA~MENT I 5° CONC: CITY OF DURHAM DRAWING TITLE:
3. WHEN A PROPOSED WATER MAIN CROSSES OVER A PROPOSED OR EXISTING SANITARY SEWER, CONSTRUCT THE WATER MAIN WITH AT LEAST 18"VERTICAL » ~ FH S/W (TYP.) I PUBLIC WORKS DEPARTMENT
SEPARATIONABOVE THE TOP OF THE SANITARY SEWER. IF LOCAL CONDITIONS PREVENT AN 18 VERTICAL SEPARATION, CONSTRUCT BOTH THE WATER MAIN AND THE 1.13 ~ 135 i ENGINEERING Q~ex DATE PLAN
SANITARY SEWER FOR A DISTANCE OF 10 FEET ON EACH SIDE TO THE POINT OF CROSSING WITH FERROUS PIPE HAVING WATER MAIN QUALITY JOINTS. _ ~ FIRE HYDRANT ED WATER MAIN CROSSES UNDER A PROPOSED OR EXISTING SANITARY SEWER, CONSTRUCT BOTH THE WATER MAIN AND THE SANITARY SEWER OF (TYP.) o - - - - APPROVED ` I STORM WATER DATE
4. WHEN A PROPOS ^ - 1-f'PI!'fAl In 11AATC61 AI Q IAIITIJ oniwiTe TunT eoe ene u~eei ~nir Tn ~e~ercD ene~wi eTen~neene rno a nieTewsec nc qn ccCT nAi ceeu cinc nG T4JC eniair nc roneeir~n ! ~ 1. _ 1~, I TRANSP~tTATION DATE
rrfSRVUJi4U11GRini-vrriiri~wnr,wgo enene.e_e.%ywcv~u evvene.nauunveneee+nrxe+veveanvew+rrorvwve eviu~iMl9WlVlew/V1-YI eeen.evmeve vewwwuav. I 124 DI 18A~ 8~ DATE
CENTER THE SECTION OF WATER PIPE AT THE POINT OF CROSSING. DATE DRAWING N0:
5. MAINTAIN A MINIMUM COVER OF 36" AND MAXIMUM COVER OF 42" BELOW FINISHED GRADE OVER ALL PIPES UNLESS OTHERWISE DIRECTED OR SHOWN ON THE PLANS.
DUE TO THE HEIGHTS OF VALVES, INCREASE THE COVER DEPTHS ADJACENT TO THE VALVES OR VARIED AT POINTS OF TIE-IN TO EXISTING LINES. T° wE SHEET 11
6. WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH N.C.D.O.T. STANDARD SPECIFICATIONS 1500,1505 & 1510 (20II2 EDITION).

' TAX MAP: 858A-01-001 TAX MAP: 839-01-012 ~n PIN: 0815-02-87-6340 PIN: 0815-02-85-1866 ~
. z g
E L TSa `m _ . .
1. CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING ~ ~ ~ - ° : e . ^L ~ ~
°e CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES • ®:.e.+--"®®e, ~ ' U' ~ Q
THAT PROVIDE THEIR OWN LOCATOR SERVICE INDEPENDENT OF NORTH CAROLINA ONE CALL . . ~ U = w K
WITHIN PUBLIC EASEMENTS AND RIGHT-OF-WAYS TO BE OWNED OPERATED AND ~ m - 2. ALL WATER AND SEWER MAINS m„® 0 . . GRAPHIC SCALE
MAINTAINED BY THE CITY OF DURHAM. ALTERNATIVE 30,. 30 CITY OF °DURHAM ' ! ~ p
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. WALKWAY ~ + ; ~ , " ; • 8" SANITARY SEWER EASEMENT , eo o ~ +0 80 . ~ oC
TILI IE ARE APPROXIMATELY LOCATED. AGTUAL LOCATION AND DEPTH SHALL BE , (PAVED) , > : ~ , . , 4. ALL EXISTING UNDERGROUND U T S _ ~ ~
CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION. ~ ~ ~ ~ ~ ` bB $ W
5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR N.C.D.O.T. STREET OR HIGHWAY
- H ULD BE U DERTAKEN• CITY RIGHT-OF-WAY: CONTACT LOCAL ~Yl~, ~ 1 ~ - L WING PROCEDURES S O N l: r` RIGHT-OF WAY THE FOL 0 , ~ 1 inch FE O ~ ~ ~
TRAFFICENGINEERING DEPT. FOR INFORMATION ON DETOURS OPEN CUTTING OF STREETS OR FOR ANY _ ~ ~ / • ~i a AUTHORITIES r ~ ~ t; a Q ~
N TR TION WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL ~ COS UC ~ ~ ~ / 30'- OITY OE_DURNAM D ~ i'~
NCROACHMENTS KEEP COPIES ON CONSTRUCTION SITE ALSO CONTACT N.C.D.O.T. DISTRICT OFFICE 24 PH y „ PERMITS AND E ( , ~ ~ ; ~ , S ...SANITARY SEWER: EASE EN`f I ~~~I~
HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). NA~'URE TRAfL . ~ ~ ~ I ~ -
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO (Pf~VED) TOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO PROCEEDING WITH . / ~ 1 ' CONSTRUCTION. CONTAAC •
.TREE PROTECTION . ~ TI N FOR NECESSARY PLAN OR GRADING CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE ~ NSTRUC 0 ~ _ o ~ CO ''FENCING
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH ~ , • ~ v '
NOTIFICATION HAS NOT BEEN GIVEN. ~ ~ ° ` 190
• - - ~ 22 CITY OF DURHAM T. NO PLANTING OR SHRUBS WITHIN RIW WITHOUT LICENSE AGREEMENT WITH THE CITY OF DURHAM. ~ ~ STORM EASE~i~NT 189 ~
I TE EX. PHASE LINES THE FOLLOWING WILL BE INSTALLED: 1 ASPHALT HEADS 2 RIPRAP OR ~ 8. WHERE STREETS TERM NA ( ) ) R,) l ~ ~ 3/4" W~TER SERVICE W/ I ~'~O~pESS/~9°~y'~ ~ 5/a" MElTER & Box (TYP.) I _ s°`~ SEAL ~°o
N E APRON FOR STORM WATER TO DISSIPATE, 3 UTILITIES TO EXTEND A MINIMUM OF 5'BEYOND THE EDGE OF 16 CITY OF DURHAM ~ CO CRET ) STORhq EASEMENT 1 ~4
/ ~ PAVEMENT, 4) N.C.D.O.T. TYPE III BARRICADE. 1 SS 5' CONC. ~
9. SEE PLAN & PROFILE SHEETS 1T-23 FOR STATIONS AND OFFSETS OF UTILITIES AND APPURTENANCES. ~ s w TYP. ® ~ 0 20119 0 °
;
A KFLOW PREVENTORS SHALL BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR ELEVATIONS OF BUILDINGS LESS THAN ~ ~ / G 1. B C I ~ R t S~
1'-0"ABOVE UPSTREAM MANHOLE. ~ I
2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL Ct~LECTOR LINES 4 INCHES AND LARGER. IF LESS ~
THAN 5 FEET, DUCTILE IRON PIPE SHALL BE REQUIRED. 1 3 8 d~
3. MINIMUM SLOPE FOR 4 INCH SANITARY SEWER COLLECTION LINES SHALL BE NO LESS THAN 2.0 °!o WITH CLEANOUTS EVERY A/ ~ SEE NOTE 8 ~ ~
75 LINEAL FEET. ~ s!, ~ ~ ~ k r
4. MINIMUM SLOPE FOR 6 INCH SANITARY SEWER COLLECTION LINES SHALL BE NO LESS THAN 1.0 °k WITH CLEANOUTS EVERY ` ' $ PLUG ~ ®LOCKIN~' BEYOND `END OF' PH~:~~" , SS MANHOLE ® ~ ® I
75 LINEAL FEET. ~ 5° COtdC. 1® PAVEMENT 5. SANITARY SEWER EASEMENTS; SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. ~ ~ ~ , , r 4 SANITARY SR ~ m ® Q
EMBANKMENTS TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPTACCORDING ~ ~ t~ ` NO STRUCTURES, FILL, ~ , ~ ..;f SERVICE w/CLr:~ANOUTS u,I ® m ®
~ 8" G.V. i s ~ ~ TO THOSE TERMS. ` l
1 ~2 ~ ~
I TE a v ~ ~ ~ SDT ^ 30" ROLL TAE ®
I t ~ ~;a:~ C~:G (TYPo) 5~ ® ® ®m ® U ® ~
1. WATERLINES WILL BE 3° OFF CURB AND GUTTER UNLESS SHOWN OTHERWISE. I
T 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWER. IF LOCAL CONDITIONS 2. LAY WATER MAINS AT LEAS 53 I I ~ Z
OR BARRIERS PREVENT A 10 FOOT SEPARATION, LAY THE WATER MAIN WITH AT LEAST 18" VERTICAL SEPARATION ABOVE ; r , ; ~ ~ n' ~~y'' ' ~ ,r~`' r ~ - - i E~.
THE TOP OF THE SANITARY SEWER PIPE EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON A BENCH OF 12°~8~ R U ER-~-~.`- ' ``'~'r' E G +saT • . ~ ~
UNDISTURBED EARTH. I r FlRE HYDRANT ANT r<;
3. WHEN A PROPOSED WATER MAIN CROSSES OVER A PROPOSED OR EXISTING SANITARY SEWER, CONSTRUCT THE ~ ttC f (Typ,) LEAST 18"VERTICAL SEPARATION ABOVE THE TOP OF THE SANITARY SEWER. IF LOCAL CONDITIONS ~ r ~ ~z:
WATER MAIN WITH AT 32~ .CROSS ~.r + " ERTICAL SEPARATION CONSTRUCT BOTH THE WATER MAIN AND THE SANITARY SEWER FOR A DISTANCE ~
, . i T~ PREVENT AN 18 V 79 ~ 1~1 - r~~47 , OF 10 FEET ON EACH SIDE TO THE POINT OF CROSSING WITH FERROUS PIPE HAVING WATER MAIN QUALITY JOINTS. ~ r ~ 91Ap MANHOLE J
i ~0 ~ ~ ~~r ~a G.v. ~{2) 4. WHEN A PROPOSED WATER MAIN CROSSES UNDER A PROPOSED OR EXISTING SANITARY SEWER, CONSTRUCT BOTH THE ~ "PLUG bC BLOCKING 5° C~EYONI~ ~ ~ ~ 52
S > ~B 48 a MATERIALS WITH T HAT ARE E IVALENT TO WATER MAIN ~ ~ ' WATER MAIN AND THE SANITARY SEWER OF FERROUS JOIN S T QU SEND OF PHASE 19 PAVEPAEI~T
FOR A DISTANCE OF 10 FEET ON EAGH SIDE OF THE POINT OF CROSSING. CENTER THE SECTION OF WATER STANDARDS I ;
PIPE AT THE POINT OF CROSSING. ~e ~ ~
( ~T " ER F 42"BELOW FINISHED GRADE OVERALL PIPES UNLESS ' - 5. MAINTAIN A MINIMUM COVER OF 36 AND MAXIMUM COV 0 bn _ _ Q ~ ~a
~ ~r,~' OTHERWISE DIRECTED OR SHOWN ON THE PLANS. DUE TO THE HEIGHTS OF VALVES, INCREASE THE COVER DEPTHS Y ~ ~r-- °
5 CONC. ADJACENT TO THE VALVES OR VARIED AT POINTS OF TIE IN TO EXISTING LINES. ~ j
6. WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH N.C.D.O.T. STANDARD SPECIFICATIONS 151,1505 & 1510 ~ ~ ~
(2002 EDITION). $ SEE NOTE 8 HC PAMP ~ r~ ~7 ~ ki 4
~ ~ LEGEND
" FH 921^~~ ; ~ ' 12 PLUG ~ BLS ~ , 12" PLUG & BLOCKlN'v ~
~ _ avcss SEE NOTE 13 5 BEYOND END PHASE 1® PAVE 5' BEY4IVD END OF _ _ PHASE 1®PA1/EMEN`? I°~
_ _ _ ~ ~ NEUSE RIVER SUFFER ~
~Q o
/ OPEN SPACE ~ ~ I
~Q ~ i~' ~ ~ I
r ' TREE SAVE ~ m
~ _ ~I {
i I ~ _ ~ W I
I ! _ - - - PHASE LINE ~ ~
` ~ 143 ' 142. a,
~ 39
I VIII IIII I NATURE TRAIL (PAVED)
l . , . - ~
_ ~ ~ I I - -
I L _ _ _`1` ~ FUTURE PHASE
- _ _ . _ _ ~ , ~ ~ ;I
3~ I
4~ . I
. , ~s~ ~ ~e~- ~ f" f- I t
_ _ ~ E1P ?r
- - Asheville, NC ~ 828-253-2796
- - - ~ _ Cornelius, NC
® 704-895-9051
® Greeneville, TN
3 423-639-027 I
~'"1', ~ ~ ~ ~ i Knoxville, TN
i ® 865-546-5800 Lexington, KY
® 859-27 I - 1483
- _ _ ® Middlesboro, KY
- - - - 606-248-6600
www.vaughnmelton.com ~
~ j Copyright ~ 2005
4 F~1 All Rights Reserved
5° CONC. ~ c 46
~ S/W (TYP.) i - ~ ~ ~ ; a DRAWN; D.R.D.
~r _ ~ CHECKED: P.E.O.IL.D.B.
FH
- i ' ~ ~ JOB N0: 30520-01
q iti ~i SCALE: I "=40' -i
35 ` ~ DATE: 4- 18-05
~m ~ ~ FILE NAME: Const-Base
~ ~ DRAWING TITLE:
~l
d. ~ Ei UTILITY
- _ _ _ . _ _ - - CITY of DURHAM PLAN
PUBUC WORKS DEPARTMENT i ennnn„rn o
Arrmvvtu DATE
ENGINEERING RkS STORM WATER DATE DRAWING N0:
b ' o ail ~i 6~~ g e~ TRANSPORTATION DATE
DATE
DATE
l

TAX MAP: 858A-01-001 TAX IVIAP: X39-01-012
1° I PIN: 0815-02-87-6340 PIN: 0815.02-85-1866 r ~
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92 ~ ~ ~ ~ ~ ~ ~
® ~ 97 ~ - - ~ ~ ~ ® e ® ® `\~tttunlrrUr~
~ 138 2` M.P.H:' SIGN! ~ 116 ~ - - - -
ti`~O~ o `SJ/O ~°~"~l /s
121 o~~o~ co ~ ~ ~ e ® ~ _ o SEAL o
~
7 25 M.P.H. ~GN ~ ~ ~ = ao 20119 a ® ® ooF boo
(MUTCD ~2-i) i o,
3 9 96
139 - a ® ~ ® ® ® 1~`11,\\~
117 _ _ ® ~
'PHA 2 ® r ' ® ~ i
_ 120
PNA 3A I ' ~i?
STREET STOP SIGN 7HERMOP~STiG ~ " ~p ~ r ?
~ `STOP BAR 24 NMI THERMOPLASTIC , STS B ! r%r" i~ y
94 95 _ - - - ~ 118 ~ ~
140.
, ~ STREET/STt1P ~GN (B)
~ ~ ~ SIGHT DISTANE~ 119 ~ KEY A
,~'spT ~ SDT, TEMPORARY BARRICADE PLACE TRIANGLE (TYP.) 0
~ 8 OND THE END OF PHASE 1 i ~ _ TRU TION M.P.H. SIGN ' CONS C ii 25
` ~ ~ MUTCD ~i2-1) ( , ~ ~ SDT ® Q
SDT ~ ~ ~ ' v
- - _ SO` pUBIIC ~ SDT ~ . ~ ~ o
h ~ ~ CRAMP - - - _ ~ a
R/ ~ _'.~j ~ Neil oP~AS~G ~ Trn. ~ ~ ~
> , BAR I I
- - a i J."
n
TREET/STOP ~GN SDT ~ . + A) ~ . ~ ~
i I 1 ~
I 2'I 2C ~ a .
19 I I I 11 ~ Q
18 ~ 4 I I I ~ ~~CeUCd .~QClny aa~ ~
17 I _ ~ . ~ c c a E. ~ t,~ ~I J
16 I Z5 M.P.H. SIGN ~ I I I ~~t . ~ . 15 (MUTCD ~-1) ~a 9a ,ac ~ 3a,s o
I ~
I I I 14 _ Cj 6.4CKCRDUI~+D ~ Ri:E3 ~IJEC'(~h:) A 9ii ~
I ' • • , . POND B
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~ ~ ~ ~ ~ ~
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(A) GENESES DRIVE 1 HORSEMINT DRNE
0 IVE E1P B HORSEMINT DRIVE 1 SHORTLEAF R a
{C} TERRY ROAD t GENESES DRIVE i `I ~ J
D TERRY ROAD 1 SHORTLEAF DRIVE Street Name - number of letters` Sheet Marker Blank Lengtl~ ~ - - - _ 0
(Ej TERRY RQAD 1 SPRING BROOK DRIVE 3.7 letters 24~in ( - - ~ ~ -
(F) SPRING BROOK DRIVE 1 TWISTED GUM DRIVE &14 IetMrs 30an - - ' GJL - _ - ` ~I ~a~e
G SPRING BROOK DRIVE l POPLAR GROVE DRIVE: 1113 fitters 3&in - ' - 1 c) ~ (H) SPRING BROOK DRIVE ! MOCKERNUT COURT Above 13 letters 36-in plus 2-irr per additia~al Btter ~ ` r ~PS 2"° S44rAR~ , TO~~
~ ,i (I) MOCKERNUT COURT 1 SPRING BROOK DRIVE I'I
r ( ~ I` 2 ~0" 1 571 ~I ,
c
L i, I DETAIL I TEET I
1. ALL SIGNS, STREET MARKERS, AND PAVEMENT MARKINGS (EVERYTHING CALLED OUT ON THE SIGNING AND MARKING SHEET) MUST BE INSTALLED ON EACH STREET
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND10R STREET ACCEPTANCE, AS DETERMINED BY THE CITY. I I
I I 82° AASHTO TAPER T1E-IN 2. THE STREET NAME SIGN SHALL BE REFLECTIVE TO SHOW THE S" SAME SHAPE AND SIMILAR COLOR BOTH DAY AND NIGHT. THE LETTERS AND BACKGROUND SHALL BE j 35 MPH DESIt~I SPEED I ( )
OF CONTRASTING COLORS. I ~ I Asheville, NC
® 828-253-2796
3. STREET NAME SIGNS SHALL HAVE WHITE LETTERS ON A GREEN BACKGROUND. Cornelius, NC
4. LETTERING ON THE STREET NAMES SHALL. BE 4"HIGH IN CAPITAL LETTERS. ~ 704895-9051
saw a~ Greene+nlle, TN
5, SUFFIX LETTERING TO INDICATE THE TYPE OF STREET (SUCH AS STREET, AVENUE, OR ROAD) OR THE SECTION OF THE CITY (SUCH AS NW) SHALL BE LETTERING 2" HIGH, ~ D 423-639-0271
Knoxville, TN
6. STREET NAME SIGNS WILL BE LOCATED ON TOP OF STOP SIGNS IN A STACKED POSITION. ~ n~ , ~ a . ~I~~aV•mC~~; o a ® 865-54G-5800
I r ® Lexington, ICY
7. STOP BARS SHALL BE 2 FEET WIDE WHITE THERMOPLASTIC PER N.C.D.O.T. SPECIFICATIONS. H. TWO (2}SIGN BLANKS ARE REQUIRED FOR EACH STREET NAME MARKER ASSEMBLY. EACH BLANK SHALL HAVE A STREET NAME ON BOTH SIDES. ~ 859-27 I - 1483
8. ALL SIGNS MUST CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE BLANKS SHALL BE INSTALLED IN A STACKED MANNER USING COMMERCIALLY AVAILABLE ALUMINUM MOUNTING HARDWARE. EACH ASSEMBLY cACH ASSEMBLY oco ~axx ~7 a Past e~:»x, wan
SHALL CONTAIN ONE 1 CROSS MOUNT FOR FLAT BLADE STREET SIGNS AND ONE (1} U-CH L OR SNARE POST BRACKET FOR FLAT BLADE I FLAT BLADE +'r P ~ ~+r ® Middlesboro, KY 606-248-6600 rANDARD
9. STREET SIGNS SHALL SNOW BLOCK NUMBERS. (BLOCK NUMBERS ARE SHOWN ON THE RECORDED PLAT. IF THEY ARE NOT SHOWN ON RECORDED PLAT, CONTACT STREET NAME SIGNS. STREET MARKERS FOR DIFFERENT STREETS SHALL BE PLACED AT RKiHTANGLES (SEE CITY OF DURHAM STANDARD CITY'S ENGINEERING ASSESSMENTS DIVISION AT x•4326) DRAWINGS FOR STREET MARKER SIGN AND STREET MARKER ASSEMBLY CONSTRUCTION). THE STREET MARKER ASSEMBLY SHALL BE MOUNTED .L BE MOUNTED - www.vaughnmelton.com
TO THE U-CHANNEL OR SQUARE POST OVER THE TOP OF THE STOP SIGNS. IF A STOP SIGN IS NOT PRESENT, OR THE STOP SIGN LS NOT AT AN 5 SOT AT AN ~ Copyright 0 2005
10. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL APPROPRIATE LOCATION FOR STREET SRS, STREET MARKERS SHALL BE MOUNTED ON A SEPARATE U-CHANNEL OR SQUARE POST AT THE POST gT THE All Rights Reserved
DEVICES (MUTCD), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (N.C.D.O.T.} STANDARD CONSTRUCTION DRAWINGS, AND CITY OF DURHAM APPROPRIATE LOCATION. STANDARDS. I. THE LENGTH OF THE STREET MARKER IS VARIABLE DEPENDING ON THE LENGTH ~ THE STREET NAME, BUT SHOULD CONFORM TO THE "STREET THE WSTREET
MARKER BLANK LENGTH" TABLE. THE HEIGHT OF THE STREET MARKER SHALL BE 8 INCHES. 1t~. ~ DRAWN: D.R.D.
11. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL,
EXCEPT STOP SIGNS. STOP SIGNS SHALL BE CONSTRUCTED OF HI•DENSITY GRADE MATERIAL ON A 30-fNCH BY 30-INCH OCTAGONAL STOP SIGN BLANK. 13. ALL SIGNS, EXCEPT STREET MARKERS, SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS A MINIMUM OF SEVEN FEET (7•FT}ABOti FEET(1•FT}ABOVEGRQUND Ci1ECKED: P.E.O.IL.D.B. JVDARDS iN NUMBER 1B BELOW. JOB N0: 30520-0 I
LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE TOP OF THE STOP SIGNS ACCORDING TO THE STREET MARKER STANDARDS iN NUMI 12. ALL STREET MARKERS (STREET NAME SIGNS) SHALL BE DESIGNED AND INSTALLED AS FOLLOWS: 1.
A. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS AND WILL INCLUDE THE BLOCK NUMBER OF EACH STREET 14. GROUND MOUNTED SIGN POSTS USED TO INSTALL STREET SIGNAGE SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14 GAUGE GALVANIZED STEEL ~.VANIZED STEEL "U"CHANNEL SCALE: i "=40'
B. ALL SIGNAGE PROVIDED AND INSTALLED SHALL BE CONSTRUCTED FROM A 0.080 GAUGE ANODIZED ALUMINUM SIGN BLANK AND CONFORM TO POSTS OR TWO INCH (2-in) GALVANIZED SQUARE STEEL TUBING. WHEN USED IN SPECIFIC LOCATIONS AND DIRECTED BY THE CITY OF DU . , COt OF DU . ,COLORED GROUND DATE: 4- 18-05 VTED SUPPORTS SHALL BE STEEL
STANDARDS MUTCD SIGN SIZES. MOUNTED SIGN POSTS MAYBE REQUIRED TO MATCH EXISTING STREETSCAPE IN THE PROJECT VICINITY. COLORED GROUND MOUNTED SUPPORTS C. STREET MARKERS SHALL BE DESIGNED IN A STACKED CONFIGURATION AND LOCATED IN A MANNER FOR VISIBILITY FROM ALL DIRECTIONS OF WITH A POWDER COATED FINISH. ALL GROUND MOUNTED SIGN POSTS SHALL HAVE 318th INCH HOLES THE CENTER OF THE POST DRILLED AT 'OST DRILLED AT ONE INCH (1-in) F(LE NAME: Const-Base
TRAVEL SPACING FOR THE ENTIRE LENGTH OF THE POST.
D. STREET NAMES SHALL BE DISPLAYED BY USING A MINIMUM OF 4"REFLECTIVE WHITE LETTERS AND 2"REFLECTIVE WHITE NUMBERS FOR THE PLU ANALEVELEDASTHE IT A /DOT STREET AE I DRAWING TITLE:
BLOCK NUMBERS AND ABBREVIATIONS (RD, DR, ETC.) ON A REFLECTIVE GREEN BACKGROUND. ON PRIVATE STREETS, A NOTATION OF "PRIVATE 15. GROUND MOUNTED SIGN P03T3 SHALL BE DRIVEN TO MINIMUM DEPTH OF 30 INCHES BELOW GROUND LEVEL ALL POST SHALL BE PLU AND LE STREET" IN 2"BLACK LETTERS ON A YELLOW BACKGROUND WILL BE ADDED ON THE EDGE OF THE SIGN CLOSEST TO THE ROAD. SIGNS MUST POST IS INSTALLED. SIGNAGE AND
NOT HAVE BORDERS. CITY OF DURHAM MARKING
E. THE LAYOUT OF THE STREET MARKERS SHALL CONFORM TO THE CITY OF DURHAM STANDARD DRAWINGS. THE STREET NAME SHALL APPEAR 18. IF DECORATIVE (NONSTANDARD) ITEMS (POLES, SIGNS, ETC.) ARE INSTALLED, IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO FABRICATE TI TO FABRICATE THE ITEMS, PUBLIC WORKS DEPARTMENT ~ P~sN e~oon~~cn
CENTERED VERTICALLY ON THE LEFT OF THE STREET MARKER I Ht Abt3KtVIA I IUN UNALL At'F LAK IV I ht I Ur KIUM I Ur I Ht: * I Ktt I MAKKCK. INSTALL THE ITEMS, AND ENTER INTO AN AGREEMENT WITH THt U I Y OF UUF HAm rUK MAIN I tmm it. ni
THE BLOCK NUMBER SHALL APPEAR TO THE BOTTOM RIGHT IF THE STREET MARKER. EACH ITEM SHOULD BE SPACED TO BALANCE THE ENGINEERING DATE ED OR WILL BE PLACED ON NEW STORM WATER DATE DRAWING NO:
APPEARANCE OF THE STREET MARKER. 17. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY IMPROVEMENTS ARE REQUIRED OR WILL BE F F. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT MINIMUM BE ENGINEERING STREETS TO BE ACCEPTED BY THE CITY OF DURHAM. PAVEMENT MARKINGS MUST BE MADE OF A THERMOPLASTIC MATERIAL AND ADHERE TO SEC ADHERE TO SECTION 1200 OF THE TRANSPORTA110N If-rif DATE °
GRADE REFLECTIVE MATERIAL N.C.D.O.T. ROADWAY STANDARD DRAWINGS, 2002 EDITION. DATE
G. THE LETTERS SHALL BE DESIGNED USING THE STANDARD HIGHWAY ALPHABET OF FHWA, SERIES B. DATE

TAX MAP: 858A-01-001 TAX MAP: 839-01-012
PIN: 0815-D2-87-6340 PIN:0815-02-85-1866
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~ ~ ' GRAPHIC SC = o ~ SEAL l o e n
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'tHER STiC ~ SDI; ~ . . . ~ . . . ~ ~ <,a.
• STOP B . / tiC . . .
25 M.P.H. SIGN ®
(MUTCD t2-1) 4 . ~ d . . . ~ ® ~ ~ 1 inch = 40 fk t X06
_ _ SPRING B~DOK DRII/~ mm®,~ 0
50 PUBLIC ROW 33' B-B - ' ~ r` . .
/ ' ,;,a . t ' ~

SDTi ~ i ~ ~ r, \ ~ . ti~~1 r o Q
~ i SIGHT DISTANCE ~ ~T , ~ • • ° TRIANGLE TYP. ~ ~ ~ ~ _ • ti ~ .
~ STREET/STOP SIGN i `~SDT _ ~ i STREET STOP . • . •
W (G) / SIGN O ` ' , 1 J
~ dyy ~ . ~ ~ ~ o
( 25 M.P.H. SIGN ~ ~ . . . 55 80 STREET STS SIGN (MUTCD X22-i) , . . . . 0 . I .
. ~ " 82 (F)
. .0s . ~®.o0.e.o.m.e. ~0.f1 .
~ p?~ 24" WHITE ® STOP B TH~OP~pSTIC '
( STOP BAR ~ 25 M.P.H. SIGN I!
107 . . , . (MUTCD ~i2-1) ~ d . . . ! 50° NEUSE. . ~ ~
- - I _ i; ~ GD ~`~:1 .
25 M.P.H. SIGN ~ `i:1, . ~ ° l 0% I~\ ~ . m - /
a (MUTCD ~9i2-1) ~ ~ ~ i ~ ~
m 79 83 ~ ~ _ - a ~ . ..~,,.-.o.. I / o
m p ® ~ . .
`l ~ r~ 1. ~ ° ro ~ 4., li ®i M 0. 196
~ a fPi I /
3 ~ a a 106 , . ~ ( / 1
ck ~
Qi 'p TEMPORARY BARRICADE PLACE ~i ~n BEYOND THE END OF PHASE 1 POND D ~J CONSTRUC11ON ~SDT RAMP ~ o
~ i 0 I
~ ~ ( i 84 195 EiP I '
78 ~ ~ j
TEMPORARY HAMMERHEAD " / I ~
f TURN-AROUND ~ 24 THERM~LAS~C~ ~ r P ARY B Rl~gp PLACE STOP 9 SOT / e\
Y TH ~ OF 1~HASE 1 r B ~ E - ASE ~ _ - C CT1 f;
/ ~ ~ ? o / ~ i
1 ~ ~ ;
I ~ 105 ~
~ ~ ~ TEMPORARY HAMMERHEAD ~ Tftt~ET/STS
,r TURN-ARDUPID (D} eLc Ra'f'~Py ~ (rauTCro ~i~ / F 197 ~ I ~ Q
A 1
108 P ' Hs1 a ~ ' ~ ~ ~~~p ~ ~ ~f W ~ i ~ ~
_ I 129
~ i i
E!P l l
104 _ _ _ _ .
25 M.P.H. SIGN - 130 130 ~ /
Street Name • number of letters' Street Marker Blank lsngti~ (A) GENESEE DRIVE! HORSEMINT DRIVE i ~ ~ / o
3.7.lettars 24an 109 B) HORSEMINT DRIVE! SHORTt.EAF DRIVE _ f~ l I
( &101etters 3Wn - - (C) TERRY ROAD 1 GENESEE DRIVE \ ~ nc !
D TERRY ROAD ! SHORTLEAF DRIVE 11.13 letrers 36•in ~ ~ ~ 131 / soT \ ,
Above 13 leitars 36•in lus 2•in r additional letter \ E) TERRY ROAD 1 SPRING BROOK DRIVE P ~ 128 I
(F) SPRING BROOK DRIVE I TWISTED GUM DRIVE - - - ~ ` he ~ ~ ~
0 DRIVE 103 i (G} SPRING BROOK DRIVE 1 POPLAR GR VE
H SPRING BROOK DRNE 1 MOCKERNUT COURT O 132 SDT,,,.- ~ ~ ~ Asheville, NC
• I) MOCKERNUT COURT I SPRING BROOK DRIVE - - - - ( - / / ~ ~ ~ 828-253-2796
110 / ~ ~ ~ ~ ~ ~ ~ ® Cornelws, NC
~M~TIC I ~ ~ ~ ~ \ \ ~ 704-89,5-905 I
~ ~ Greeneville, 7N
7 ~ 12 ~ ~ f \ ~ ~ ~ ~ ® 423-639-0271
® ® ® 102 ~ 1 a ~ ~ ~ 0 Knoxwile, TN
~ ~ ~ 865-546-5800
~ ~ ~ STREET~STOP SIGN (C) ~ n~ ~ ~ ~ Lexington, KY _ ~ ~ 82 AASHTO TAPER ~~~s°~ ~ ~ 859-271-1483
® ® 111
~ ~ 133 _ _ ( - 11E-IN (35 MPN
®r ; ~ U I ~ DESIGN SPEED) ~ Middlesboro, KY 606-248-6600
00 ® G ~ 126 I I www.vaughnmelton.com
- _ i Copyright ®2005 - - All Rights Reserved
~ 101 ~ ~ 2'
25 M.P.H. SIGN ~ (I~UTCD ~i2-9) ~ DRAWN; D.R.D.
f i
® 112 134 Q ~ - - ~ - - CHECKED; P.E.O./L.D.B.
JOB N0: 30520-0 I
® ® ..r ,chi i i SCALE; I "=40'
~ ® ~ . o , 125 r
- _ - I ~ DATE: 4- 18-05
® ~ 100 _ ~ ~ FILE NAME: Const-Base
® CITY OF DURHAM pRAWING TITLE;
® _ - _ I i PUBLIC WORKS DEPARTMENT
11 ~ 135 APPROVED SIGNAGE AND - - ~ - - ENGINEERING DATE MARKING
s ® + STORM WATER DATE
a~ ~ r„® TRANSPa?TATION DATE - PLAN
unic
i DATE - DRAWING N0.
IKEY MAP MATCHLINE SEE T.
N T14 15

TAX MAP: 858A-01-001 TAX MAP: 839-01-012
PIN: 0815.02-87.630 PIN:0815-02-85.1866
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~ PHASE 9 ~ ~ BEYOND THEE END OF STREET~STOP 51GI J lH~ 570P 51Ci~1 l~j
" 4" 24" MIN, coNST~uc o MIN. 2 x I sDT
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-NOTES- . Y t ~ ~Y A J
1. STR~ES AN BARRICAi~ RAH.S SLAPE AT AN ANGLE AF I6 DEGREES Hd THE ~ \ ITE p y~ ~ '
DIRECTIAN TRAff1A IS TO PASS. k®®~ ~ ~ ER PL~±aTG ERMOtPt.~±aTG ' ~OP 6~,~i ~k,1 i~ ~I `~r
2, RAIL STI3H~E SHAU. BE 8 lP1ANES. 1`~® ~ ' - SOP 6AR RAH. FACE& ~ ~ 3, THE SIpES AF'IIiE RAARICADE FAAING TiGfF1C SHALL HAVE RETRO ~ ! ~ a A ~a~,
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N.T.S. _ - - _ _ ~ (A) GENESEEDRIVEIHORSEMINTDRNE - ~ B) HORSEMINT DRNE I SHORTLEAF DRIVE
4 TEMPORARY B~; ~ BEYOND'THE p -~IEMPORARY G~~tRIG4p~: PLk,C:~ ~ O BEYOND THE ~C c~E- €'~3L~~E 3 (C) TERRYftOADlGENESEEDRIVE ~
® ~ CONSIRUCTIQM' CONSTRUCTIOP-+. (D) TERRY ROAD 1 SHORTLEAF DRIVE
~5 PA.P.M. S9GN _ 4 MVTCD 2.m9) `>I (E) TARRY ROAD I SPRING BROOK DRIVE
'°~....i (F} SPRING BROOK DRIVE I TWISTED GUM DRNE 0
EKiENU STOR1~' SEWt:R 2 LENGTHS PAT PHASE (G) SPRING BROOK DRIVE /POPLAR GROVE DRNE ~
LH~, INSTALL END SECTIAN ~ RAP FOR OUTLET EIITEND WATER L9AIN - " (H} SPRING BROOK DRIVE! MOCKERNUT COURT m ~j--'- ~ (I) MOCKERNUT COURT I SPRING BROOK DRIVE w
C~ADNDETiON, END SECTK)N 2 LENGTHS PAST PHASE I LIN& INSTALL PLUG AND
ANA GRADE AR PLUG AND K FAR INLET CAHAfTiON, BLOCK AND t" HL.OWOFF I - . - - - - ~T J
1 ~2 1 ~1 143 ~ f'
E%TEND SANITARY SEWER 39 2 LENGTHS PAST P ~ C~'
LINE, INSTALL PLUG PHASF . INE BLOCK. I ~ ~ STREET ARKS LANK TAEL
1 r - . _ ~g ~~j Street Name - number of letters' Street Marker Blank length
~ _ - - 3.7letters 24in
Et~IO CURH & GUTTER ASPHALT HEAOER NIEEAfD , PAVEMENT ANA WALK dk, WHEN PHASE LINES Ik------- _ _ _ 8.101etters 30-m
I1~PIHILL, INE L T PHASE A - 11.131etters 36•in _ - ~ - Abova 131etters 3ff•In bus 2-in pet addltlonal letter
~ ~
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~ ~ fIP . ~ _

I~ I;° Asheville, NC 828-253-2796
~ ~
~a - - _ - _ _ ? Cornelius, NC 704-895-905 I
TYPICAL PHASE TE MINATIO Greeneville, TN
N.T.S. E~ ~ 37 ~ ® 423-639-0271
i~ s~ ° Knoxville, TN
'd; ~ ~ i 865-546-5800
l ~ ~ ~I ~ i, Lexington, KY
~ _ ~ 859-27 f - 1483
p, ~ _ _ Middlesboro, KY
- - - - - _ a 606-248-6600
` www.vaughnmelton.com

I;'I 1 ' Copyright 0 2005 All Rights Reserued
~ ~ i 4,6i
E'; ~ DRAWN: D.R.D. I=
e CHECK1rD: P.E.O./L.D.B.
i - - - - - - ~ - ~ JOB N0. 30520-01
I 7
~ SCALE: I "=40'
f' I DATE: 4- 18-05
I ~ FILE NAME: Const-Base
DRAWING TITLE:
c I ,a
- - l SIGAGE AND
tr - - - - - - - - MARKING
~i', I PUBLICI WORKSDDEPART~fENT P(~N
~°1 ? I i, " APPROI~D
lJ tNGINttKINk7 -IT UHIC ~t
i \f ~ STORM WATER DATE DRAWING N0; S41 TRANSPORTATION DAT A 0%
DATE
DATE

16' CITY OF DURHAM 30 LF - 18" RCP 68 LF - 24" RCP ~ 1.00% STORM EASEMENT DURHAM TEMP. DRAINAGE g7 LF - 30" RCP ®1.75 :MENT SWALE TAX MAP: 858A-01-001 TAX MAP: 839-01-012
® 1.17% ® 4" SANITARY SEWER SERVICE / ~ ~Mp, ~ ~ \ PIN: 0815-02-87-6340 PIN: 0815-02-85-1866 TEMP. / ~
z~ W CLEANOUTS TYP. i ` DRAINAGE\ / ( ) ~ t,;. , SWALE S~AIE ~ / ~ 1~
3 C8 20 64 LF - 18" RCP 1 / ® /30" ROLL TYPE ~ CURB & GUTTER ~ t` GRAPHIC SC
' ~ ~ ®1,48% INV. EL. _ d' (TYP.) i
m k 128 ~ \ s 486.68 133 / ~ ,0 da - vp ~o 0 2G~ eo eo too
106 ® 5' CONC. ~ ~
i P ANN ® VARIABLE WID CITY ~ ~ o °o ERM E T OF DURHAM S ORM ~ ~ rn CB 24 • DIVE SIGN o j ~ Aso .:~a ~ 16' CITY OF DURHAM / S/W (TYP.) - { >E
DITC d EASEMENT 131 ~ ~ r v DI 21 ~ o d 'T ' STORM EASEMENT (IN F1~1' ) ~e ~
CB 22 ~1OO ~ rG >a ~ ~ ~ ~ ~ i yen = 40 C---INV. EL. _ ~
2 • ~ m• 0 132 ~ 130 ~ ~ ~ ~ W STA. 11+09.18, LT. ~ ~ s o ~ T = 484.58 ~ s 486.3
/G VARI BLE WID ~ITY 'o u ~ CB 23 129 INV. IN = 480.97 ~ > Y'>`? . ::Y::.
_ OF DURHA TORM 1 STA. 11+73.70, LT. >o INV. OUT - 480.77 EASEM T/G =485.40 ~ u ".;s' INV. EL. = a'~ \ ~
i INV.- IN =481.98 57 LF - 18" RCP ®1.00% ~ a 486.81 m~ ~ ~ \ SDT' 9°
JB 52 ~ INV. OUT = 481.78 ~ ~ 111 LF - 15 RCP 1 3/4" WATER SERVICE W/ 30 LF - 15" RCP ~ 1.07% •,v ; J ` 107 ~os
STA. 9+99.04, 17.18' LT. _ " INV. IN = 484.2 ~ 1;32% 10, 72 LF 15 RCP (~~1,13% 5/8 METER (TYP.) ~ ; ~,`;~~<;,•^`a 4~ ':I r
~ ( CB 25A i INV. OUT = 484.19 CB 22 ~ SITE DISTANCE
J 1 ~ ~ H,C. RAMP (60' PUBLIC ROW, 33 B-B) TRIANGLE TYP, ' , 37 LF - 24" RCP ~ l~ ~ 5.24% iSD1a~ ~ ,
• 20 LF - 15 RCP ®8.0% ~ , D1` (T1~'•) SDT 5' CONC. SDT ~ ~R ~ r . . 1
S W TYP. , . ~ 3~ i. HW 52A / ( ) , M ~,0 8" G.V. ~ rl
INV. EL. = 486.0 ~ ~ nc ~ ~ , CB 23 8" G.V. ~ N 4' DIA. MH
N~ M u''..-.~ ' ~p~" ee~yhoo ~W/12" G.V.
EX. R.O.W. ea / JB\5 _ P T 303 - / 52A N " r. s' a~ ~ 1 = 1+M9•~~ ~ ; 95i•00 gyp.
' z - - - - 'i ® - - - - 11+00 - R-1000.00 --f - - _ _ 1 •62'30'13"E f - ~ / _ ~1 N5T24 21 W av~ tt P~ tt i Q~0 ' 12"x8" TEE
- - - -g+~"' ® _ - r ~ tl- ~ 21x.56' - ® / 57.52' $ G.V. ~ ~ ` ~ ~ 125 LF - 18" RCP
3 ~ JB 50 a~~~ ~ ~ 3.72% 1
/ \ DI 51 _ = = HW 49 12"x8" TEE ' 11 ' + • ~ ~ ~ ~ 30 LF - 24" RCP
/ 0 _ 30 LF - 15" R P ®1.10% ' ~ •'o. EX. R.O.W. - - - NO - - - - .-m spa I , A.. o , ® ~ 1.s67 DI DROP CURB INLET
I _ INV. EL. = 481.00 W 12" G.V. • ` a~ Ri QO~~~P~'$ H ~ • p~~ 5' CONC, CB 3$
NNECT TO OFF-SITE LINE~SING RESTRAINED COUPLING 243 LF 18 RCP ®1.00% / 4 • ~ ~ s/W (Trn,) sTA. 17+72.32, LT. cB COMBINATION CATCH BASIN • ~ ah ~ CB 38 T/G = 494.79 (N.C.D.O.T. 840,02 OR 840.01)
MEGA LUG OR EQUAL (COORDINATE WITH OFF-SITE ° ( ) ~ I 4 DIA. MH PM A-5 TA. 11+4167 7 T. _ 6 • ~ © r`"" ' ` ' y~° ~ ~ ~ INV. IN = 490.56 (15") DCB DOUBLE COMBINATION
CONSTRUC110N DRAWINGS) 56 LF - 15" RCP ~ 1.00% t " V. ST . 30+07 GENESE DRIVE r 4 ' ° ~ ~ ~ W 2 G. ' ,140 LF - 42" RCP ' H ~1. StA. 16+15.42 7.00' LT. HC INV. IN 489.70 (18 )
DI 51 ~ ~ dl~ 12 8" TEE J. ~ 120 LF - 18" RCP ®1.00% • r T _ INV, OUT = 489.50 GATCH BASIN
STA. 10+36.61, 23.21' RT. ( ~i ~ 1.00% 15 MIN. DISTANCE OPENING = 486.0 ~ 'j~ BETWEEN M.H. AND RGP ' .PMH E-2 STA. 17+'52.71, 17.48' LT.• _ ' CB 39 H 49 FL = t5"-RGl' C~ HW HEADWALL
- O ` VARI WIDTH CITY s a~ TIE EOUAI.#TY , ~ LE INV. IN - 483.63 r STA. 110+11.40; SPRING BROOK •DR. 1.76q PMH PROPOSED SANITARY
- ~ OF D RHAM ST01~M s. . ' ~ STA..14+55. 0, S,R. 1455 TERRY' RD. _ ~ INV. OUT - 483,63 NOTE' ,o A. 8+06,43, SHORTL AF DRIVE ° t , 197 EASE ENT GRADE AREA TO ° P`°• ~N()!',THING = 856?78.2560• 1~ ~ SEWER MANHOLE TIE EQUALITY . . ~ CB 39
PROVIDE POSITIVE _ , STA. 17+59.33 S.. 1455 TEREZY RD. ~ STA. 17+98.26, LT.
\ EXISTING 30° 0 H ~ • I ° . BASTING - 2018554.5,;~~ ~ / PERMANENT ~ ~ DRAINAGE ~ . ? ,
\ POWER EASEMENT ~ DIVERSION 196 ~ I ~ ~ . • • ' ~ ITCH 195 ~ ° a • ~ ' e . ' ® , NORTHNGO®, SPRB~G BROOK D.RIVE• CB 39A~- ~ ' T/G - 495.65 TEm v~9~Y1 ~d~LJJ ,e, ~,..e ~ ~ e INV. IN = 491.67 • ~ E~AS~It~'=' 2Q18344,8254 , : J;~- ~ °a~~\3,r , ' r p INV. ouT = 491.42 SEE PROFILE BELOW FOR STATIONING
TIE SQUALL
STA. 11+ 4 66 S.R. 1455 TERRY RD. I , ~ETLArII~ ~ , ° , , ~ ~ STA. 30+ GENESES DRIVE 'I > , . . m ~ ~ ~ ~ WETLAND. "A'•'°
~ / , \ _ r ~ ''a, NORTHING 856011.4499 g . L • ~ ~ ~ > _ f ` , n<„_
' ~ ~ ® EA$T1NG = • 018841.5592 \ ' 12" PLUG & BLOCKING 5' CITY OF DURHAM
PMH A-6 STA. 14+64.50, 6.77° LT. = 8" DCB 23A JB 50 LI 8" PLUG & BLOCKING 5' BEYOND END OF PHASE PUBLIC WORKS DEPARTMENT TEMPORARY 2" 1B PAVEMENT APPROVED
STA. 11+73.70, RT. STA. 77+99.65, SHORTLEAF DR. _ ~ BE' BEYOND END OF PHASE 16 BLOW-OFF ENGINEERING ~ .DA
T G = 485.40 STA. 12+79.71, 25.10 RT. STA. 0+00, SAN SEWER OUTFACE A / INV. = 481.20 INV. OUT =482.31 12" TEE W/ (2) 4' QIA. ASSEMBLY 30 LF - 15" RCP ®1.007 STORM WATER DATE
MH AND 12" G.V. GB 39A TRANSPORTATION DATE STA. 17+98.26, RT. DATE
T/G = 495.65 DATE
~ INV. OUT = 491.97
m
_._._,.___,.__r_....__~.___..____.
- ~ DEIGN SPEED ~-35-M.P,M.-__..- [ I 1 ._______._.___1-._ w. € I ~ MlN. AASHTO K,VALUE = 29 ~ I I _ ~ ~ G ~ J
E f ~ ; d PVI STA m 94+46.65 ( ! E I N ~ ~ G~ g
e~Vi ELEV ~ 492,63 f I DESIGN SPEED = 35 M.P.H. ~ € , = 4• r A.D. _-2.50 I ~ ~ q I [ I~ I O ~ _ ~ E ~ AG m r ~ I Q f
MINIMUM A~SHTO K VALUE 9 4 0 , i _ I t K~600 f . ! ~ ~ LOW POINT ELEV -485.90 ; I D- I
I ~ I ~ LOW POINT STA = 19+68.60; ! 150.00' VC E I 1 ~ i ~ ~ ~ N N ~ ~ I p k
[ I PVIs STA = 12+14 f •r I . . ~ ~o I € ~ ~ N ~ ~ QI ai I
~ ~ PVI ~LEV__=_484.49 _ ~ _ - _ - - ~ _ - _ . c ~ _ ~ 500 E f _ ~ T M _ ~ _ _ 1 E ~ ~ 3- . cv-_..__ . , ~ _ _ ~ W u a~___~ ~ I goo
~ ~ R.D. - 5.15 r o ~ ;p + ~ i TBM: POINT 303, REBAR & CAP o o F E I l ~ € z ° mE ra g
o [ K=49.00 ~ ~ ~ _r~ ~ ~ r~ o ~ , F ~ N 855943.2765 ~ ~ ~ ~ ~ } ~ N ~ r +u- I I : I r ® E
E 2018908.3144 ~ppp ~ I E ~ 252.21 vc ~ d . N E ~ ~ Of , € ~ ~ W I VJ fi I
ELEV. 487.52 ~ I a: > I I ~ I ; • Q ~ ~ vE
I ~ ~ ~ o a~ p 7 ~ E i t € E E [ i ~ ; ~ I ~ ~ ~ +1.00 ~
~ ~ I ~ r Q ' I t~ ~ I
I Q O I I € ~ e T o` ` C I € + E I ~ ' 15" RCP
! !g O E E M Q Q I
E ~ ~ E ~ t ~ G f 5 ~ ~ I I Z ~ ' i
F I ~M~q y + s ~ ~ ~ I 15" 12 MIN. CLEAR. P
I o~ ~p ~ I I
g . M FINI ED GRADE I E N I ~ U N (9 UI Ol N I ~ ( i M I ~ I RC ~ 12° [?!P W/L ~ ~ € 490
_ _ _ _ _ • ; ~_____.f . 490 _ • E _ t f_.._ _ - a - - ~ m -Y E
OD ~ ~ U kt~' i f ~ - I~ ~ ~ I s ~ ~ f i ~ ~ - -
4 q a N I f ~ I € F = ~ 0 i o N k J ,y EXISTING Sit / ~
~ I € ® a ~ N ~ m ;p~ 48" CP M
O C `t [ ~t' ~ O i m F ~ + p1P ~ I ~ E g2 I 1 ~ 1 ~ ~ ~ ~ ~ r I I [ + i I ~ n f a ~ ~
, ~ 13a.o2 13~ Pvc ss ~ o.75x ~ ~o ~ € ~ I k
~ € f • _,-.~8._,RCP._ -1-8"---RCP---- " E- E _ E
[ 15" RCP ---~8 -R~, I
~ 12» MIN. CLEAR. ' i E ` i ~ ~ ~ E E:
" CP I p Its R € j ~ vs 1 f ` I 12 DIP W/L ~ ~ ~ • >i I I I ~ ~ ~ ~ S.R. 1455 (TERRY ROAD)
0 1 E Q I I o ` ~ f ~ DESIGN EE = 35 M.P.H.
~
I ~ ~ ! I ~ I , ~ ' ~ ~ ~ 480 e'~____-___..__ _ ~ Z ~ I
480 F c ~ p 6
pp ( f ! € E F E ( t P , . I . E I @ L i ~ ~g ~ ~ ~ I
l k ~ k E ~k f E c I I ~ I I °
f ~ G ~ ( k ~ ~ I f E ~ ~ E~ s
N T TO OFF-SITE LINE USING RE TRAINED COUPLIN ~ I ~ i I CON EC G [ ~ € • x ~ , ~ F € d' € I 4
.(MEGA LUG OR EQUAL) (COORDINATE TH OFF-SITE ~ ~ a ~ I ~ ~ I Ei ~ I @ E € # ~ I
CONSTRUCTION DRAWINGS) I ~ o ! I I ~ r E " _ _.N 9- - . ---h------------ ~ _ ° 7 L.F. _-8 -PVC-SS-~- 53% II
F F 319.1 I +F ~ E f I ~ ~ E~
I ~ I I I k p E ~ ~ ~ ~ ~ INV. ELEV. 475.65 (IN) (2) E [ I f ~ ~ ~ 1 I E
E t P IA1V. ELEV. 475.95 (IN} I INV. ELEV.1473.75 IN I ~ ~ ~ E ~ I € B I ~
f ~ ~ I I » ~ INV ELEV. 475.45 (out} I k ~ , INV. ELEV. 473.55 (OUT) ~ 6 SS ~ i
7 7 E I I ! i t I t.
! ~ € E E ~ f I f f i I t
d' `-r W 00 M O O t0 for M d'~ NN map ® 00~ O Mr 01~ O~ u7~ t4~ N 4th N cS3 ~N
Ga ' Op Op ~ ~ t0 ~j u'? uj ~ ' ti1 'd' ~ 01 d' O ~ N M ~ Prj ' ~pOpppi
~ O ~ ~ O~ ~ ~ ~ pp of ppQQ d' d' d' Qb' d' d' ~t d' ~ d' d' d'
0
9+00 10+00 11 +00 12+00 13+00 14+00 15 0 16+00 17+00 18+00
DRAWN: D'R'D' DRAWING TITLE:
>~e ~1 CSR
Asheville, NC Lexington, KY O THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH N0. DATE DESCRIPTION ® , ~ ,a o, , s 828-253-2796 859-27 I - I x}83 ~ 0 0 ^ ~o, ~ crlecKJ:D: P.e.o,~L,D.», PLAN PROFILE
REMAIN THE PROPERTY OP THE ENGINEER. NO COPIES OR . ~,Q ~ O aq ; I 5/I /06 PER CITY OP DURHAM COMMENTS Q S.R. X455 (TERRY RD.)
REPRODUCTION5 OP THESE DRAWING5 ARE PERMITTED Cornelius, NC Middlesboro, KY ~ o ~ o r ® ! 0 606-248-6600 ° g 8 .WITHOUT THE CONSENT OP THE ENGINEER. UPON COMPLEtION 2 7/10/06 PER CITY OP DURHAM COMMENTS , ~ 704-895-905 ~ 8 SEAL , JOB N0: 30520-01 STA. 9+00 TO
nF TNF WnRK All DRAWINGS (EXCEPT THE CONTRACT COPIES) Two 0 7(1910 8 r arni F. i ~~=drn w i N=a~ v STA. 18+Q5
3 9/ I l106 PER CITY OP DURHAM COMMENTS WNW u'Qol'*r°'--, .vau6jnnmetwn.com ARE TO BE RETURNED TO THE ENGINEER Aff-171 I.
-71 - 423-639-0271 o 0 Copyr+'ght 02005 PATE: 5-20-05 DRAWING N0:
Knoxville, TN COPYRJGHT ©2005 All Rtght5 Reserved 865-546-5800 ~A
i LEBANON TOWNSHIP, DURHA COUNTY, NORTH CAROLINA FILE NAME: Comt-5a5e 17

- - 0 CB 14 ~ \ ~ ~ 7 ~ CB 2 CB 17 STA. 35+83.! CB 14 pl 13 CB 01 A STA. 35+83.92, LT. STA. 36+06.91, 34.30, LT. STA. 36+89.63, LT. ~ ~ TAX MAP: 858A-01-001 TAX MAP: 839-01-012
~ f'" i ~ STA, 31+64.21, LT. ~ DCB 23A ~ ~ i / STA. 34+06.12, LT. - - ~ _ ~ ~ ~ T/G = 482.43 PERMANENT _ T/G = 477.9 T/G = 477.93 OPENING = 475.50 T/G = 476.45 PIN: 0815-02-87-6340 PIN: 0815-02-85-1866
T/G - 485.40 T G - 479.71 a ~ / ~ ` INV. IN = 479.30 DIVERSION DITCH / _ INV. IN - 47 a INV. OUT = 482.31 W ~ - / ~ INV. OUT - 476.01 INV. OUT = INV. IN = 472.70 INV. IN = 471.61 INV. IN 471.22
W ~ INV. OUT = 479.10 INV. OUT = 472 50 INV. OUT = 471.41 INV. OUT 471.02
I~
1~ ~ - / ~ 1~ TEMPORARY DR AG ORARY DR AGE SWALE rr GRAPHIC SC
PERMANENT ~ I 7 I $ ~ g ~ 9 ao o ao ~o ~ 180
197 4 DIA. MH 1 I ~ I 4 I 5 I 6 ~ DIVERSION DITCH " 2 3 TIE EQUALITY W/12 G.V. ~ I - - - - - I ~ - ~I
' ( ( I I I I STA. 30+00, GENESk'~ RRIVE - a 5 CONC. I (
1 4.66 S.R. 1455 RRYRD. 12"x8"TEE ~ S/W(TYP.) _ • STA. 1 +2 _ - -~~1 • , - - PMH A-2 STA. 36~ I A-2 STA. 36+41.48, 4.091. , ~ rr- t- - - - -I I ® )
i CB 22 1 inch = 40 fk
~ \ STA. 30+46.96, LT. VARIABLE WIDTH PHA-3 STA. 33+94.0 T RT. 40 LF 3i , 40 LF 36" RCP ~ 1.03% rm ' r ~ ® DIVERSION DITCH f I I I I.
198 ~ T G - 484,58 CITY OF DURHAM „ ~ ~ . INV. IN = 480.97 STORM EASEMENT 3/4 WATER SERVICE W/ I I 4' IDIA.
~ INV. OUT - 480.77 I ( ~ 5 8 METERI TYP. I 4 IDIA. MH W/12' G.V. I .J I 12" "EE ~ r L I I ~ ° 60 LF - 48" RCP @ 0.50% L
- A + 7 17.01 RT. _ ~ 8 G.V. SDT / ( ) 5 CONC. S/W TYP.} PMH A 5 ST . 30 0 ~ = i ( 14 TERRY RD. i11 LF -)15 RCP ~ 1.32% ~ I ( I 12 STA, 11+41.67, S R 55 ( ) , H.C. RAMP „ ( 12"x8" REDUCER ~ ~ J ~ J I . ® 1 j DI DROP CURB INLET
' ® a0 a• ~ TYP. 30 R LL TYPE 30 lF - 24 RCP EXISTING 30 0/H Po2j A, 24 - 30" RCP ®3.71 • - I . ® ~ (N.C.D.O.T. 840.04)
POWER EASEMENT ~~s4, ~ CURB GUTTER ~ 1.37% RCP ®3.710 ~3 ~ ~ ~ ! ~ ~ cB COMBINATION CATCH BASIN
_ - 3~'3j,~F ~ 30 LF - 18 RCP ®1.17% (TYP,} 30 L - 30" RCP ®1.40% ~ CB 2 CB 20 ' CB 17 ~P ®1.40% CB ~ ~ ® ' (N.C.D.O.T. 840.02 OR 840.01)
~ o 111 ~ ® I ace DOUBLE COMBINATION
~ ~ .DCB 23 3~~,~ 8411 - m f CATCH BASIN
i ~ 45.6g, ~.r' aP 33+00 3 VARIABLE WIDTH CITY ~ - 36+ _ ~ 1 111 11 / ® .I I HW HEADWALL
- OF DURHAM STORM ® SDT ~ R~oo,00 - - gp 99 t7 E _ _ ~ _ _ _ _ _ - I- JB~13 / 1 ~ I STA. 38+32.92 PMH PROPOSED SANITARY
195 EASEMENT 7sT g 8' PVC SS B' PVC SS PVC SS i ~ 'A ~ " - „ Piss 8" G.V. '~~o~ CB 01 3,~ 11111 ~ I I TIE TO PROPOSED 12'° D.hP. SEWER MANHOLE ` ~ ~ WATERLINE FROM GUESS ROAD
_ 4 ~ 11 F-2"RCP~1. ~ \ \ 120 LF 1 RCP ~ 1.21% _ ~ I s. r. , _ " , . C6 15 ~
30" ROLL TYPE CB 23 CB 1 " 18 ;p„ 16 LF 18 RCP ~ 2.49% CB 16 _ ® ~ 16 LF - 15 RCP 2.50% _ CB 14A ~ ~ CB 0 F I Z~ °a N?33 X. R.O.W.
CURB & GUTTER 72 LF - 15" RCP - (50' P BUC ROW, 33' B-B „
® DI 21 DI 18A - 61 LF - 30 RCP l (TYP.) ®1.12% f • o i L_ „ J ~ 1.11% ~ ~Y
" ~ ® „ PM A-4 STA. 31+25.34, 9.7i' RT. 30 ROLL TYPE DI 16A _ CURB & GUTTER ~ 30 LF 15 RCP ®1:10% 4 SAKI ARY SEWER SERVICE I ~ ~ ~
o (T~.) I w/ cLE~NOUTS (Trn.) I
~ 132 I II i VARIABLE WIDTH CITY OF C8 03 ~ - - 40+10.69
® ~ RH STORM EASEMENT CB 18 16 CITY OF D RHAM ( TIE EQUALITY I I - Pa ~ ~ I DU A~1 I ( STORM EASEME T STA. 32+83.28, RT. STA. 36+32.4 GENESEE DRIVE _ - POINT 308 ~ BR~o 3 +00 40+00
/ 64 LF - 18 RCP ~ 1.48% T/G = 480.94 CB i6 STA. 50+00, E)ftSEMINT DRIVE _ • 30 LF - 18" RCP 1 55 LF - 30° ~ - - - - t2-'~
STA. 34+06.12, RT. 30 LF 18" ' INV. IN = 477.50 (1 ) ® 1.00% 10' CP ®1.00% VAR LE ID'(H CITY ~ 5 OF D~l RH SIl'ORM ~ ~ ~ ;_LL
' ~ = 477.10 1 T/G = 479.71 ®1.00% ~ INV. IN ( ) _ ~ 40 LF - 15" R 131 134 INV. OUT = 476.90 INV. iN - 476.23 (18 FROM DI 16A) 40 LF - 15" RCP ~ 30 LF - 18" EASEMEN ~ J
INV. IN = 475,60 (24 FROM CB 17) ~ 1.00% I c~ 1'00% DI 04A i RCP ~ 1.03% ~ F- PERMANENT I I EX. RA.W.
5' CONC. I ' ~ I I IINV. IN = 475.60 (241 FROM CB 18) I e 1 s/w (TYP.} 133 ~gB 1g 135 140 140 ~ DIVERSION I I
i ~ DI 21 136 INV. OUT = 475.40 139 0 STA. 31+64,21, RT. I 13$ ( I ' r! STA. 31+06.43, 29.47 RT. ( I ( m ` 5' CONC. S/W (T1~P.) I DITCH I I
a IN = 48 .00 T G = 482.43 137 TEMPORAR M OPEN G 3 / TEMPORARY TH CITY OF-~ DTN CITY OF ~ , 1 ~ 11 I I
~ ~ INV. OUT = 479.89 INV. IN = 478.94 DI 1 RAINA- W LE DRAINAGE WALE VARIABLE D ~ ( ) D GE S RHAM S RM EASEMENT o INV. IN = 478.75 (CB 0} DU IRM EASEMENT \ I ~ i ' PMH STA. 38+82.31, 19.47 RT.
~ 130 \o ~ INV. OUT = 478.55 ~..o. p ~ TIE TO PROPOSED 8" PVC CITY OF DURHAM _ VARIABLE WI ITY 0 I SANITARY SEWER LINE FROM PUBLIC WORKS DEPARTMENT
--.ter CB 15 CB 4A CB 4A - DURHAM ~T M ASEMENT I I GUESS ROAD APPRO
Q~ CB 23 DI 18A DI 16A STA, 3 23.28, RT. ST 35+8; ST 35+83.92, RT. ~ 1 ~ CB O1 ~ 12 ENGINEERING DATE
p ~ STA. 30+15.25, RT. STA. 32+83.28, 31' R . STA. 34+03,28, 31' R . T G = 78.54 T/ = 477 ' ~ - - - / INV. IN = ~ T ~ ; ~ T/G - 485,40 GRATE -481.00 GRATE - 480.00 iNV. IN = 474.20 T/ = 477.93 STA. 36+89.63, RT. I L STORM WATER DATE INV. IN = 473.32 ~ = 476.57 DL 02~ TRANSPORTATION DATE
O I E. IN . i = 4 1.98 TEMPORARY _ INV. OUT = 476.58 _ INV. OUT = V N 8 DRAINAGE SWALE INV. OUT - 477.90 INV. T - 474.00 INV. OUT = 473.12 °n INV. IN = 472.97 (18) STA. 37+38.23, 27.86 RT. DATE
SEE PROFILE BELOW FOR STATIONING INV. OUT = 481.78 INV. IN = 471.78 (30") GRATE = 475.70 DATt: INV. OUT = 471.53 36" INV. OUT = 473.28
+
...a~_,_ v~.~~.... .w w~..~..~..,_._~w.~~.-.~.,~~.,,~..~.w..d..,~,....w.~,~..~- ~~..w...~ w.,~.~~....~.~..~~.W~.....~_~,.~ ..I~W.. .s.ew, . a.~ ~ a"~ ; ~ ~ I ~ , I ~ 4
1 [ DE~GN._SPEED "x•`25 M ~ H,.,.~..~...._.v I ~ I_.. ' j 1 PVI STA = 3t+75 ~ ~ I
1 PVT: 30+00.00 PVI ELEV = 482.52] ; I N 1 1 ~ }
A.D. = 1.00 I I ELEV: 486.02 I j I K = 200.00 I I I j I 1 ~ ~ ~ ~ , {
i i I
TBM: POINT 306, REBAR CAP I 2~•°c c I i o 1 j 1 N 855455.5738 ~ , t I I • I ~ 3
~ E 2018732.9 8D7 ~ ~ .w z_:_ ' 1 I ..~w~~.-~-._.... a ~ .~.v..~.. _ W...v~~..~ ,.o~w.-.~.~. . ._..,,w_u~u~~ ~.,...w~ n~..... ~w ~.~....w .490 _ .DESI~J"SPEfD..,~.0.25~`M:P:I. °~..._.~a~
490 ELEV. 475.27 a N j ~ PVI STA = 36+93.76
~N ~ to h + 3 ' I ~ PVI ELEV = 477.33 I ~ t
M I i 3 . ~ May ~ N 1 1 i o ~ A.D. _-400 ~ j ~ K = 19~10-_0 ~ DESIGN SPEI~.D = 25 M.P.H. ] I
B ~ ' " , M N N I la- A m I N ~ O i i N ~ ~ ~ ,
S m m 1 ~ U ~ ~ ~ d' I I U U Q D ~ ~ 1 ~ ~ ! 1 ~i ~ 1 76.00' PVI ST,A =38+05 ~ w Q ~ PVI EL~V = 47177
a ! ~ ~ to ~ A.D.1= 3.78 ~ . _..,..~,u.~_~.K..~..~37.04...~.......w.a,..~ ~.~.~....u.._ .
.-...o..w.~...~.. ...~a__.~ Q.~w.~.~il,~.....~w ~...r,~,.- W~~ 140..00' VC l I
I / ~ ~ U I ~ $~U ] ~ 4. a NO ~ I I Q ~ ~ ~ o 1
.I ~ ~ ~ ~ I ~ ~ ~ ~ ' i ~ ~ m + U ~ ~ ~ 1
" ' ~ 1 v i ~ I I rs ~ 3 m { V ~ IV}~ ~ ~ I +n E 41 ,a ~ M ~ ~j d' ~
RCP. 1 1 ~ ~ gj~ { FINISHED GRADE I ~ d. O r MN
i5 RCP ~ ~ ~ I
18 RCP' •°t. ~ . ~,W, . ~.M .-._.W. _ ..v - ~ ~ 480
U> i =gl ~ ~G1a~ i ~ 1
1 8° ~ „ , 24" RCP NOTE; 12" MIN.. CLEAR. 01p w I to Rc ? ~ ~ I i A
~ P ~ ~ ~ EXISTING ; " I GROUND 36" RCP ~ ~ iii ~ ~ I o j
1 I 1 24 R GENESEE DRIVE ~ cP I ~ ~ 3c 30° RCP ~ ~ ' ` ~ ° I °
a 1 1 , I DESIGN SPEED = 25 .P.H. ~ ~ ; „...r,. I I ~4"
~ 12" ~ N< CLEAR. ~P RCp ~ ~ ~ N + ~ s H ~ n ..n.._ n ,r N ] .~.~_..m,.-~ ~~...a.~-.._ Vin...... w ~ .
q ~ 1 ~ R 15 RCP ~ ~ ~ ~ °
I ! 8' DIP Y~
M a ~ + 117.$ LFi " ~ ' 1 .8 PVC SS~0.5~ ~ ' ~ I 8x 1 ~ + ~ 1 ~ ~ N~ I ~ r~
~ I ~ 12" MIN. ? ~ 266.17 I„F - ~ ~ ! $ ~ I ~ 8 SS ®4.54 " ~ +za64 ~ ~ ~ ~ ~ ~ . Fla a ~
% l
I ~ a- 1 ' 1 1 I " ~ M ri z o 1 l ~ 242.38 L.F. - 8~• ' ~
Ir n ~ PVC ~ ~_O.Q1 ,.,~...-._....u.~~~.~... . _.~.-e._. .w.....w..~_ ,u~w..~..__ _ w,_..:..,,. , a 8 PVC~~„D•d1 H w ~ u~..l . .~..~~.~..F_ ~ ~.vw.~ - 1 47a
470 . , ~ r I ~z 12" MIN. C AR. ~ ~ ° ~ °
~n ~ I 3 d' d ~ ~ ~ W
? I ~ 8" 5S ~~~7 LF, ~ t +rv ~8 PVCSS® ? ~ 1
zz ~ ~ ~r1 i ~ rn ~I 1
1 ° ~ ' I ! ~ 1 j { I zz j r'- ~ ~ _ ~ 1
1 ~ zz 1 j ' I ~ ~ ~ , ~ ....v.... r.~~.~ r .-..W.....~._.m ~w ~._a..~~~. ~ ~ ~
j [ ~ s ~ ~ > ~1
~ ! I ~ ~ I ~ j 3 ' I I
I I I 1 s ? 1
~ 1 I ~ 3 I 1 i I 1 ~ i ~ ~ ~ INV. ELEV. 464.61 (IN) I
1 i ~ 1 I I 1 ~ ~ ' ~ 1 ~ INV. ELEV. 46 i.41 (OUT) ~ 1
I
1 ~ 1 I I
.~o.oo n~ N~ ~p~ ~N MO tpto Q
Nd' Nr~ ~i~ X00 ~t0 ~ N~ hr N~ nN Q O O ~ t0 U7 CIA ~jd' d:N M,~-p NO r0pp ~'G) OG9 W~ ~n QOr U5 M N r- P p 0 O ~n r~ r~ ~dn' ~
0~1~ ~ 00~ e1• ~ ~d• ~pp~ ~f- pp~ r~ r'd'
d"
34+00 35+00 30+00 31+00 32+00 33+00 36+00 37+00 38+00 39+00
DRAWN: D,R.D. DRAWING TITLE:
~1I61-1d llt~~ VI I S _ CA
s Ashev+Ne NC Lex~n ton, KY RD ~i THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND A5 SUCH N0. OATE DESCRJPTION < ; 0 9 ~ °o°°°°°°°°, ~i , CHECKED: P.E.oJL.D,B. PLAN & PROFILE
828-253-2796 859-271-1483 0 ~ REMAIN THE PROPERTY OF THE ENGINEER. NO COPIES OR ~ ~ a 0~ O o 9 ;
i D I 5/1/06 PER CITY OP DURHAM COMMENTS ~ I f° Cornelms, NC Middl~6o~0, KY o ~ a REPRODUCTIONS OF THESE DRAWINGS ARE PERM TTE p p 8@ ~e Job N0: so52o-01 GENESES DRIVE STA. 30+00 TO
WITHOUT THE CONSENT OF THE ENGINEER. UPON COMPLETION 2 7110!06 PER CITY OF DURHAM COMMENTS 704-895-905 I 606-248-6600 ~ o SEhI. g f1C TLIC 1d/ADV ni, nonunAiCR IFV(`FPT THE /`l1AITPAI'T /'(1PiF•~,1 ~ ~ ~ -Y' s • _ ° nt149A T T T TT T I~ T ~~n~ F. ~,~-A~~ H ~~~_e~ v STA. 40+10.59
VI IIq. 9YVM PILL VN'lYV?vv.r I,.nvu 1 II IL Is iVI -j w, 3 911 1106 PER CITY Of DURHAM COMMENTS D reenew e, www.vaug me n.com 11.7
A o o RE 70 6E RETURNED TO THE ENGINEER. 423-639-0271 I~ a Copyright 02005 - DRAWING N0. DATE: 5-20-05
j ° COPYRIGHT O 2005 D 9
865-546-5800 All R~hts Reserved ti~~ LEBANON TOWNSHIP, DURHAM COUNTY, NORTH CAROLINA FILE NAME: Con5t-Base

CB 05
CB 01 DCB 03 CB 03A STA. 52+73.72, LT. i CB OtA STA. 36+89:63, LT• DI 02 STA. 50+61.03, LT. STA. 51+93, LT. T G = 485.95 CB 10 CB 11 ~
STA. 36+89.63, LT. T G = 476.57 T G = 476.82 / _ / „ STA. 37+38.23, LT. / T G =480.71 INV. IN = 482.31 15" STA. 54+43.24, LT. STA. 56+32.33, LL o TAX MAP: 858A-01-001 TAX MAP: 839-01-012 T/G = 497.40 T/G = 510.16 ~ PIN: 0815-02-87-6340 PIN: 0815-0;?-85-1886
T/G - 476.57 INV. IN = 47 .97 18 - INV. IN = 473.58 18" / ( 2 ( OPENING - 475.70 ( INV. IN = 477.08 INV. IN = 482.08 18 I INV. IN = 494,29 INV. IN = 506,80 ~
INV. IN = 471.22 (36") INV. IN = 471.78 30 INV. OUT = 473,28 INV. IN = 472.75 24 _ _ ( ) I „ ( ) ( ) INV. OUT - 476.86 INV. OUT - 481.70 INV. OUT = 471.02 (42) INV. OUT = 471.53 INV. OUT = 472.33 INV, OUT = 494.09 INV. OUT = 506.79
.GRAPHIC SC a
(I 1111 ' -~-~--.r t - _ ~ ---.gym _ 1 ~ I ° 111111 30 ROLL TYPE L
1111~1I ~ ' TY OF DURHAM - - 1111111 CURB & GUTTER 22 C T,~ ao ~ 20 w ~ 180 dry ~ . ~ ~.-.-~h
111 STOR "EASEMENT ~ i ~l / \ (TYP.)
_ 12 -1 P PERMANENT ~
DIVERSION '~"v'~-~ ~ ~ ~T ~
~ ~ 13 I D ( r o 30 LF - 36 RCP 1.03 ~ 14 I DITCH ~ - i inch = ~ f~ 18
51 LF - 42 RCP ~ 1.02% I - VARIABLE WIDTH ITY I 15 16 i 17 , g `
I °~i 0 UtlRH~4-S M PERMANE T I ~ ~ ~ .I,
'I I / ~ o NT DIVERSI " • . ~ o o ASEME I N / / ® o. DITCH ' ' j,..-- .
~ 0 D 1 I~ I .ITY
INV. 470.50 ( / / ~ Zry PMH B-2 ST . 52+25.09 7.00' L . T1E EQUALITY o ~ -.~.I STA. 53+01.16 H SEMIP LEGEND D1,16 H SEMIMT DRIVE _ ~ ~ ~
I l l ® r. FH , „ 86 LFI - 24" RCP STA. 70+00, SHO AF / ® - 1 R P 1.03% 3 4'~ WATER SERVICE W/ Do, sHO AF DRIVE _ _ DI DROP CURB INLET
/ ® DI 02 5/8 METER (TYP.) a 55 LF - 30 RCP I N C D O.T. 840.04
/ ~ VARIABLE WIDTi~ CITY OF PMH B-3 STA. 53+ 2.15. I ~ 1.00% 4 DIA. MH I TA. 53+,22.15, 7.38' LT. i5" PLUG: aLOCKwG s' BEYON c6 COMBINATION CATCH BASIN
PMH A-2 STA. 50+04.66 ~ DURHAM STORM EASEMENT W/12 G.V. ( Efda OF PHASE lA PAVEMENT (N.C.D.O.T. 840.02 OR ~~40.01}
8.64 LT. I H.C. RAMP „ ( TYP. 128 L - 24 RCP o ( ) „ ~ I I
r ~ ~ 3.2 % CB 05 a 12"xg" 170 LF - 15 R P ®6.! 15" R P ®6.93% I DcB DOUBLE COMBINATION)
r~ / ~ CB 03A e, TIE EQUALITY ~ ro o } TfE 5' CONC. S W - i 1 / C „o ~ ~ ANC. s w a" PLU BLOCKNG BEYdrID ~ CATCH BASIN
S.TA, 50+00 HORSEMINT DRIVE - ~!I I h c T` ~ , ~ (TYP•) ~ ENa. o~ PEASE lA PAVEMENT Hw HEADWALL
TA. 6+32.49 GEN S E DRIVE L _ -I ~ o ~ DCB 03 S 3 E E ® ~ . , ' ` ~s6 LF 15" RcP ~ s ~z~ ~ PMH PROPOSED SANITARY
~ss - g~50.00 cB 10 PITH a-¢ sTA. `;5+a2.s~, ~.oo LT. ~ SEWER MANHOLE ce 11
INV. 471.00 s' avc 5~9 ' 884' a 5 ' 2• ~ ~ ~ ~N - P y~ ~`^i.
- St+00 ~ 5 07°rq P ss TEMPORARY DRAINAGE SWALE 5'88 R 250.00 ~ - ° FH 8 ir~~ 2 _ 00
1~ ~ ~ ~ IJ . _ fi Pk. :S as ~ TEe
-8 G.V. ~ ~ o 0 40 LF - 36" RCP ®1.03% ~ 3' 9 B~ 7 - 18" RCP o ~ G ""~Y- _ Lm17 .73 5 'S -Q~Pl86'4I'50 E% R~7B 00 - -t - ~ h- - 8~7
i DCB,04 CROW, 3 6 L6 SDT ~ CB 09 r, pU 1,? ®3,00% ~ ~ SEE PROFILE BELOW FOR STATIONING
~o r 4'OIA.MHW12"G.V. 5 n ~ a ~ /
~ D 04A ~ ~ 1 ~ - „ DI 13 i;,, 9 CB 14 _ „ '~1'r-a DCB 07 45 LF 15 RCP LF - 15' RCP
STA. 36+06.91, LT. , 30 LF 18 pM B-j1 STA. 51+09.58 7,00' LT. C 0 ~ 6.40% 6.4090 ~ +
OPENING = 475.50 VA (ABLE WID H CITY OF i CB 14A RCP ~ 1.00%y ~ _ DU NAM STORM EASEMENT 140 I
INV. IN - 471,61 o VARIABLE WIDTH CITY OF INV. OUT = 47L41 12 TEE • W/ 12 x8 REDUCER 11 g VAR1A.@4,E VI~DTH CITY ~ o DURHAM STORM EASEMENT ITY OF SDT ~ ~SDT~ ~ 4SEMEi+lT ~ ~ ! ~
- - - - - P~NMT OF DURHAIs4 STORM o°
24 L - 30" RCP ®3.71% i EASEMENT 120 LF - 15" RCP ~ 1.90% ~ 40 LF - 15 RCP C~ 1.00% _ _ _ - ~ ~ ' ~ 1.90% ~ ~ p ~ .>i ~ TIE EQUALITY
22' CITY OF DURHAM ~ ,o. 118 STORM EASEMENT 1 m 30 LF - 18" RCP ~ 1.30% >l~ i,~ _ , 1 ~ ~ T I~PORARY 2" ~ f~ N ~ ~ ' STA. 55+92.51, HORSEMINT DRIVE _ BLOW-OFF ~ ~ o ~ ~ '
m ~ ASSEMBL't ? Fv °i STA. 80+00, TWISTED GUM DRIVE
i CB 15 - - - - VARIABLE WIDTH CITY Of ~ ~ g i-- ~ i ~
DURHAM STORM EASEMENT i•, 5' CONC. ~ ~ ter,:: , L~
P RM T S/W O TEMPORARY ' ~~a'~ 117 E A EN i ~ DRAINAGE w~ o ' 12" 'LUG & BLOCKING 5` BEYOND a ~ 1~ ~ ,
DIVERS ON DITCH 120 e END OF PHASE 1 A PAVEMEI'~T ~ I ~ - IARY
- - - - ~ SWALE TEMPORARY ' TYP R m ~~P'' """BQ DRAINAGE 30 ROLL E CU B m ; ~ GE fo' g~ CITY OF DURHAM PUEILIC WORKS DEPARTMENT
& GUTTER TYP. a - - - - ~ SWALE ( ) ~ 139 C8 O6 CB 09 APPROVED
STA. 52+94.91 RT. ~ STA. 53+55.56, RT. 6, RT. ~ ! I f ° ENGINEERING DATE 0
' 7 ~ DCB 04 DI 04A _ _ ~ T/G - 491.48 „ STA. 50+6x.03, RT. STA. 50+95.46, RT. T/G - 487.86 - j STORM WA'ER DATE
4 SANITARY SEWER SERVICE _ OPENING = 476.50 INV. tN ° 484.19 INV. OUT - 487.85 .87,85 - TRANSPORTATION DATE DATE
W CLEANOUTS TYP. T/G - 476.82 = INV. OUT = 484.08 / ( ) INV. IN - 474.06 INV. OUT 474.46 _ DATE
INV. OUT = 473.88 1-~,
® s 1
50 50 ~ C o ~ ~ I 500 I
1 ~ ~ r i~M: POINT 306, REBAR & CAP 3 I ? ~ N , I
i N , N 855455.5738 ~ I 1 I ~ ~
E 2018732.1807 _ { I ! DESI~I SPEED - 25 M.P1H. ~ _ ~ a
{ l / ELEV. 475.27 ~ MINIMUM AAST•ITOK VALUE (STOP C DIT10N) = 25 j ~ c ~ ~ ~ ~
LOW POINT EIEV = 477.:42 I i , N 1 / ~ ° ~ ~ /
I LOW POINT STA ~ 50+50 37 I ~ ~ ~.-.....~RVI STA,.~ 5122:52 .F .in. b. ~ -W ~ _ _ ....--x-w~ .~~x~W~ o .~..~...~e.~ maw... .~~uu ~~~..._~G v~..y~...~.~~_~ 510
Pvl ELEV = 476.37 ~ ~ _ / ~
A.D. ¢ 7.95 ~ ; ~ ~ / ~o 1 ? K=26.00 N~ a~/ m w c
~ ~ 1 + s 1, U 206.70 VC 1 ~ ~ ~ R ~ ~ ,
~ N / d fiNISFIED ~ ~ GRADE
t0 s ~ 1 i a4 Q ~ ~ i M ~
" h ~ 1 ~ ~ ri ~ ~ Q I ~ G ICI' N r / ~~.~~..,ro~.~~..~jj m~.~,..,.,orffi. ~ ~
49 a...~...-..._ ~ _ _ , ~ .,.-r ~ 49C ,~na. y w... 1 ~ _e-,.._ ~ , I / I5 RCP I 490 Nm = a~Rn®~
V / > ~ I x / ~ EXISTING ~ „ o. a ~ ~ ~
1 ~ ~ ~ GROUND a
~ l ~ e ~ m
I~ ' + ; r ~ 3
u ~ i I 1 ~ ~ 1 1 EMINT DRIVE ~ ~
, ,.~_.,-s..,.._.-.,....~ ~ . , 7. q.,..,_~~,,. ~ e ~ 500 ~.~.~o:.. o;~ ~~1~ .A~~~.~ ~aNr:, 500 EI ,SPEED = 25 M.P.H. ~
a ~ 1 o I ~ 181 RCP ~~I / U ~I
~ + ~ ~ o ~ / 2 MINI ,,1 ~ Q FlNISHED g2ADE CLEAR; 167 ~ m j 1 ~ 1 I ~ ~ ~GQ
o ~ uy j ~Q j 1
a m 1 ~ k R ~ j ~l ~ ~ r ~ ti '3~ 8; SS
o I I/ y ,m I 4$0 ~ o p~~ ~ m..~._...~_~.N~u~
4.80 Q _ ~ ~ ,M ~ yG
6~6
ca ~ m p 1 / i ~F. N. x ~ ~ ~ ~Iv J
~ r / lk~ vv ! ~ r 1 ? ~ j ~ „ A
4" RCP ~ I :ate ~ z ~ , 42" RCP 1CP °°1.20 2 ~i ? ® I . og a ~ ~ ~ti ° 1 ~ a
' 3 ..,::..,...:v. m a.um .iwww~aa ' RCP ~ T~ ~ j 15 I , ~ j ~ x, ~ W~..~. ~..~w.~~e,_~~.uK~,. 490 490
30" RCP . QyG ! m ~ I ~ ~ j
v ~ W Z" p1P i ~1~ 1 j ~ot6: 12 MIN. 1 j ~ ~ III z z
CLEAR, d ~ ~ ~ °n ; z z z
pV~ SS I I z: i 1~.F 8 ~ INV ELEV 471$6 (INS _.-.n ' 470 w~~.~-:.~,w.aa..~~~0..~4.m p~.d.~~~~.~~.~~ ~ ~.wR~..m~w....~.~~.~~~,~.~~::..~.
470 479!.fi6 1 ~ INV. ELEV. (OUT)
I ' j 'j i I J i i
j 8 SS a
1 ! ~ , INV. ELEV. 459.0$ (IN) (NORTH) ~ ?
INV. ELEV. 469.0$ (IN} (WEST) a ,
i INV. ELEV. 468.8$ GOUT) j I i I
54+00 50+00 51 +00 52+00 53+00 54+00 ~ 54+00 55+00 480
ti~~sunNU~ PRAWN: D.R.D, DRAWING TITLE:
Y ~ C A R °~i 7 Asheville, NC Lem ton, K ~ ~
NGS ARE INSTRUMENTS OF SERVICE AND A5 SUCtI N0. DATE DESCRJPTION , ~ ,1, ~ ® ~ . ~ ~ ~ THESE DRAWI "~=i 28-2 3-2 96 859-271-1483 0~°° ~ I 8 5 7 ° ~~S ~ ; REMAIN THE PROPERTY OF TI1E ENGINEER. NO COPES OR ~ , ~ IO a 9 crl~cl~D: P,e.o.iL.D.B. PLAN PROFILE HORSEMINT DRIVE
I 5/1!06 PER CITY OF DURHAM COMMENTS % , r Y, ~ o ~ REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTEq h Cornelius, NC Middlesboro, KY ~ a ~ ~ o JOB N0: 3o5zao I 5TA, 50+00 TO
i- ~ - 0 I ~ 606-248-66~ ° ~ o WITHOUT THE CONSENT OF THE ENGINEER. UPON COMPLETION 2 7110!06 PER CITY OF DURHAM COMMENTS 704-895 9 5 _ ° SEAL
WINGS EXCEPT TI1E CONTRACT COPIES ~ ~ ~ ' ~ ° ° ° ° = OF THE WORr1 ALL DRA ( ? ~ ~ r n vdl TN ° ~ 1 - . 3 9tl I f+7~ PER CITY nF ~t1RHAM CnMMFN75 - ~ G ee a e, www.vaughnmelton.com _ ~O 19 ° o scAL~: i °=40' n, I °=4' v STA. 55+05.14
AKC I U DC KC I UKNCU I U I nG CNl71NCCN 423-639-0271
Copyright 0 2005 p • DATE: 5-20-05 DRAWING N0:
COPYRIGHT Q 2005 Knoxville, TN 865-546-5800 All Rights Reserved a LEBANON TOWNSHIP, DURHAI1 COUNTY, NORTH CAROLINA
074 FILE NAME: Const-base 1A 9

DCB 07 CB 24 CB 25
CB 10 CB 09 STA. 70+47.94, LT. CB 08 STA. 76+99.49, LT. STA. 77+52.59, LT. TAX MAP: 858A-01-001 TAX MAP: 839-01-012
T/G = 497.40 STA. 70+15.16, LT. INV. IN = 494.29 T G = 491.48 T/G = 487.98 STA. 71+70.89, LT. T/G = 491.56 T/G = 491.27 PIN: 0815-02-87-6340 PIN: 0815-02-85-1866 INV. IN = 487.42 INV. IN = 488.00
/ INV. IN = 484.97 (15 FROM CB 09) T/G - 489.95 INV. OUT = 494.09 INV. OUT = 487,85 INV. OUT = 487.08 INV. OUT =487.36 INV. OUT = 487.99 INV. EL. = 486.30 R HTC SCALE
INV. IN = 484.80 (15 FROM CB 08) _ ® INV. OUT = 484.58 ~ I
~ I' I L ~ I 3 ~ i ~ ~ ~ ~ ~a o zo ea so Leo TEMPORARY
,y f, 15 M ~ i ~ DRAINAGE I , ,
W..~; SWALE ~
. ' h 186 LF - 15" RCP : - _ , ~r ~ ~ ~ ~ ~ ~ F1ET ~W ( )
CB 10 ~ 6.72% ~ ~ 1 inch = 40 ti„
17 ~ ,o. ~ ~A 1~
INV. EL. =486.68 y
F-1"R __..~e 170 L 5 CP PERMANENT I TEMPORARY NCGS NAD'83
~ 6.93 I I ( r. I DIVERSION P01 T 31.5 I ~ I DRAINAGE : ~T 315 (SWALE I .
' ~ ~ 45 LF - 15" RCP TEMPORARY I DITCH ( I ~ I
®6.4oz DRAINAGE 115 114 113 112 111 110 ~ 117 swALE 110 109 .108 ~ ~e~~' . .
VARIABLE WIDTH CITY 1 22' CITY OF DURHAM 72 LF - 24" RCP
16 . 3 OF DURHAM STORM ~ ~ 116 STORM EASEMENT ~p 16 CITY OF DUR AM 1.00% ~ ~ ~ L
i EASEMENT STORM EASEMENT 16' CITY 0 DURHAM • ~ DI DROP CURB INLET
~ H.C. RAMP TIE EOUALITY ~ o N I I ~ . „ (TYP.) VARIABLE WIDTH CITY I I I ( STORM EASEMENT ~~1 ~ (N,C.D.O.T.840.04)
STA. 70+00, SHORTLEAF DRIVE _ ~ ~ of OF DURHAM STORM I ' a o,~~ CB 09 I 30" ROLL TYPE ( I I I I I / ~ ce COMBINATION CATCH BASIN
STA. 53+01.16, HORSEMINT DRIVE - _ ~ , 1 EASEMENT ( I I , ~0 2 CURB & GUTTER 4 DIA. W TER ,
'I & " 5 CONC. G ~ w ~ 120 LF - 15 RC (TYP.) MFI W/AR S W TYP. ~ ~ + DI08A / ( ) 5' coNC. 57 LF - 8" RCP ~ o~~ ~ (N.C.D.O.T. 840.02 OR 840.01) s/w (TYP.) ~ 1.00% ~ DCB DOUBLE COMBINATION
~ SD ~ ~ ~ 1.907 ~ N ~ DCB 07 , 50' UBUC ROW, 33' B-B) f .
( ~ _ ,-...r.- 15, a w ~ cB 24 J~o ~ / ~ CATCH BASIN
12 x8 TEE sroy15 " Q m ~ HW HEADWALL p m' , 1 MIN. DISTANCE
4' DIA. MH ~ 53',`^3 w B 08 P~~ L ~ ETWEEN M.H.. AND 'PMH PROPOSED SANITARY
W/12" G.V. ~o - • o' + ~ ?2 Stw 9'17" a ~ _ - - -
R~500 - - - - - - - - - - - - - F-- __F_._ - - - _ - sat`"r~~tlD ~ n~~~ , RCP SEWER MANHOLE Pe o ADO p~ FH 1 ' 1 1
m e' ~sr CB 25' +y ti T
CB 06 CB 05 ~ 2~ ~ FH
~ --.A ~ N10'4'T~W s rv~~ ~ ,~;76 ` ' SEE PROFILE BELOW FOR
14 a SDT, 30 LF - 18" RCP
„ a ; ~ ~ 1.34 30 ROLL TYPE 67 LF - 18 RCP I ~I 4 SANIT RY SEWER SERVICE CUB & GUTTER 30 LF - 15" RCP CB 25A r. ~B' ~ ~ • STATIONING
' ~ 3.00% o W/ CLEA OUTS (TYP.) (T I VARIABLE WIDTH CITY ~ 1.00% ~ ~ t~ ~ PMH TA. A-6 77+99.65 8.fi0' L1'.d~--~/o'
I I OF DURHAM STORM I I ( I I ~`"~SDT ~ STA. 14+64.50; TERRY ROAD ' ® °
~ EASEMENT 3/4" W TER SERVICE W/ ( PMH D-1 STA. 76I1-~ ' 1 I I I I " D-1 STA. 76 82.47 8.08° LT. ~ r C e° ° , '
FH I PMH C-2 STA. 74+03.56. 6.55 LT. 5/8 M TER (TYP.)
119 i 4'° DIA. MH ' e ° ~
13 _ ~ eag PMH C-1 STA. 71+09.25 7.00' LT. PMH D- STA. 74+32.34 6.34 LT. 86 LF 24" RCP P ~ 129 ~ / ~ W/12" •G.V. . /TIE EOUAUTY ~ . ° / ° , ~ STA. 78+06.43, SHORTLEAF DRIVE _
®5.40 1 SIGHT DISTANCE ~ , a ~ ~ °I STA. 14+55.90, S.R. 1455 (TERRY RD.}
I I I I I I 125 126 127 127 ~TRI LE ( ) ~ .
CB 03A 123 124 ~ 120 121 122 I i I ~ I I I I I ~ ~ ,I
. _
,y° PERMANENT P / 5' CONC. ~ / 12"x$" E ` , . ' ,~``•a • , • 130 S/W (TYP.) ~ " ° s ®a . 1 CITY OF DURHAM
DIVERSION ~ r~ C 8 • G.V. ~ PUBLIC WORKS DEPARTMENT ° / ' ° ° , 1
DITCH N ' APPVED I~
12' 11 _ _ a ' 140 LF 48" RCPT ° ~ ENGINEERING DATE ~ CB 25A STORM WATER DATE
C8 05 CB 06 STA. 77+52.59, RT. EXISTING 30' 0/H ®0.36% TRANSPORTATION DATE
' RHAM T/G = 485.95 STA. 70+47.94, RT. 22 CITY OF DU INV. IN = 482.31 (15") T/G = 487.98 T/G = 491.27 POWER EASEMENT DATE
STORM EASEMENT INV. IN 482.08 18" INV. IN = 484.19 - - ( ) INV. OUT = 488.30 DATE
INV. OUT = 481.70 INV. OUT = 484.09
a e
m,....,.....,..._.~.._...~. - ..,_T„„_. ..m,..__.,... _ . I .,m..,..,. ~~-._a_R..~.. ~ .,.-_~,..,,A~~-,-,.~.2._a....~_ ~m I__~,...._,~~...~ I ..DESIGN SPE~D~= 25mf~.P.H. I E .~r~,_.~.m.__.,.., I I ...._....~,.a.~~...~.,.~...~ .-_....~...-..-.-_..~.~_..~-....DEIGN SPED = 25 M.P.H. C I
f E € _ I k ~ ~ E I HIGH POINT £~V 493.83 I I I I MINI ~ UM AASHTO K VALUE (STOP CONDITI~) ~ 25
I I N [ HIGH POINT STA = 74+24.09 i i PVi STA = 73+46.59 I I I a ~ LOW PANT ~ ~ 491.77 ~ E LOW PANT ~TA ®77+48.07 I
_ ~ I `r ~ E ~ DESIGN SPEED 25 M.P.H° E PM EL€V ~ 49470 I I~ i PVI STA ~ 77+53.92 I € ~o
I 1 LOW PAINT ELEV =488.481 ' ~ A.D. ~-3.10 ! I ~ PUt =491.55 ~ t N
I K =96.77 LOW POINT STA ~ 70+51.29 a ~ I I ( [ A.D. _ .1.95 ~ ' ~ a K ~ 26.00 0,
PVI STA ~ 70+66.24 ~ F ~ I TBM: POINT 315, REBAR & CAP I ~ ~ 6 M.... , R, ~ a....... . p°~..€LEVm:..:488b12 .~,.w~ ~ ~ nr w....,.._.....~. m..m ,a... n ~y ..m...~ ,,..,mm._ ~ :o~, m~.~ ~ f.-.....~-. ~ I M..a.~ ~ fi ~ 500 ~
N 855909.8801 500 t ~ ..._.~a..,~,~.....,,._ I_~~....~-~...~..~__-~ d > M A.D. = 3.55 I C ~ ~
E 20183$2.089 ~ ~ ~ ~ ~ ~ t ~ K 26.00 ~ ~ ~ ( ~ ~ E r Q ` M E ~ ~ ~ ~ N Ul NC N
ELEV. 490.67 ff~,~• I ~ ~ I ~ g ,~a, n d fr ~ ~ ~ € F'C ~J ~fy~
y p I to r € ~ M° a s [ r ~ ~ E
[ ! I O~ ~ SA ; I W Q N df, I a ~ € EXISTING GRpUND ± r 1 ~ ~ I ~ ~ ~ ! ! ~ ~ nS I r = II r ~
E I 1 ( r I I w d9~f , I 4 € ( E = 4i C1 FlNtSEIED~ GRADE I P ~ € ~ ~ a a ~
r t ~ ~ re.,w. ~ ........,....~.~....~.,,..,k~»...«...~....,.........,.~....E ........a..«.........a..,.. E......a...:».....,.~,,...mm,....-....F...._...,... a..,...•~... w,. ,..,..,a.y4...,~..+.r~«,,.,m I ~
n. ~ > f I ~ p I I [ I I E 4 a r~ N' I I
rna mot/ c4~ ~ ~ ~ t ° ' ~ ( I I ~°0,759~ m w ~,0
a t I ~ U U€ g r 1 U 1 I f
O. I m I I I I I I ~ 24" RCP k~.2 I
; E a . i- ~ I I I l I E ~ 15" RCP
o~ ,~y3g € M ~ I I ~ .-_.m m ~ _.._w.,.~.._.~._-..~.........,........ y..__ _....w....~ . _.~~.~.e~...__._ _ ~ _ ~ _ ..w...~w~ ~._...-a-.:~_ I ~i?S x._m 490 t
490 I I ~ ~ ~ s Dt{ o0 0 l I ~ ' ' ~ 1 g" RCP
~ I f ~ ~ i I r' ~ i „WPC ~ , I I $ ~ ~ f I
I -.~a~.aa L I -.~a7.42 L~ ss o s9x I ~ ~ ~ ~ TE:
~ , ~ [ r ~ F• 8 , " S 18 RCP € ( ~ ~ ~ ~ i € 112 MIN. ;P I 1.54 ~ ° I O ~ i I
CLEAR. A 15 R~ ~ ~ * pVC SS I ~ ¢ ~ ~ I E I ~ 12 MIN. CLEAR. ~ ~
~ 9.79 ~F, 8 i E i~ ~ E f mm M,Mm_~a N y_ TLEAF DRIVE _
q-.n,__ ..,_.ew._ I ~ ~ I I z o I DESIGN SPEED = 25 M.P.H.
P I ~ E 1 q pG , k € ~ ~ E • pp T~ i • ~ ~ ~ N~ ~ !
E 1V ~ I ~ ~ I I € ~ ~ WW ~i €
E ~ I I I I I ~ 0.74 ; ~ [ € ~ I I I 8" PVC SS ~ y > I . E
111.74 L.F. I ? o E I ~ € I I ~ z z E I i ' E > > ~ k I I 'e I I
I I M [ ~ E i ( i € ~~JJ I N E E `p ( ~ I
F f r , E I ~ 480 I A.._.__~.~~~... M Mz _m«~. m. M.~..._~_Tw....._ ~~a~.,. ~...amm., ~m_~._ _n~ m.~....~~.. ~ N .._...~~......_.~.....~,..,..~.......M.r z ..~...._~,~....~..~~_.~.....~.w. i ~ 480
3 I Q Bx E I I ( I I I I E
N `I ( E € ~ ~ I
+ ~ ~ ! r € ' I I I I e I I f # ~ € I E C ~ ~ p
I' ' { ~f t i i I. I {k Z ~ € ~ f t I ~ ~ I l E I 1 [I
I Y [ % E I t E t I f r ~ ! ~ i I [ ~ i
g € I E t ,n...,.,~_.,,...,_w...~:.,.. «e..a...,w„ ,,.pw..,....R.....«.. rv„........,..~ e.,.m.,,. m.. ...,...,.,..m..w,....«~.....,q,a..,..,...........,..,....~,..~. . , I..T~..a-. g.~~............x.~.,............4 F-..~-- ( F E ~ I
I ~ E ~ € ~ ~
I s [ I i € ~ [ I INV. t~EV. 475.95 (IN)
I ( I [ [ € I I I [ 1 C E ~ INV. ELEV. 475.65 (IN} (2)
[ I i ~ ~ I C [ [ € E € INV. ELEV. 475.45 (OUT)
I I I k r` II
€ f f ~ [ € I I
DA E V I
47®. M t0
y ~ (p t0 tQ d° ~ N ~ t~ ro O ~ ~ ~ O M d' ~ C~ r r ~ 00 h K) ~ pp ~p ~ M N N
~ ~ 0?~ fA CA 01 ~ 41 EN ~ d3 ~ ~ ~ ~
75-m'00 70+00 71 +o0 72+00 73+00 74+00 76+00 77+00 78+00
~al11,l~1/,~ DRAWN: D.R.D. DRAWING TITLE:
I IONS CA Asheville NC Lean ton, KY R~ ~i
THESE DRAWINGS ARE INSTRUMENTS OP SERVICE AND A5 SUCK N0. DATE DESCRIPTION ~ 0 ~ J Q ;,;I 82&253-2796 859-27 I - 1483 0 0 ° f~S ~ crll:cl~D: P.e.o.~L.D.e. PLAN PROFILE
OF TI1E ENGINEER. NO COPIES OR e ° ~ ° 9 REMAIN THE PROPERTY I I 6 PE CITY OF DURHAM COMMENTS ~ : ~p ~ n REPRODUCTIONS OP THESE DRAWINGS ARf PERMITTED 5~ ~ R Cornet+~s, NC Middlesboro, KY oQ~ o SHORTLEAF DRIVE JOB No: 30520-0I STA. 7®+®O TO
I N ® 704-895-9051 ~ 606-24&6600 8 SEAL 8 ° WITt10UT THE CONSENT OF Tt1E ENGINEER. UPON COMPLET 0 2 7/ I OJ06 PER CITY OF DURHAM COMMENTS
OP THE WORK ALL DRAWINGS (EXCEPT TI1E CONTRACT COPES) 0 1.19 a ~ ,.,,.,..c.,~~ Greenevile. TN www.va~~mhnmeiton.cam 20 ScALe: I °=40' n, I =4' v STA. 78+06.43
ARE TO BE RETURNED TO THE ENGINEER. 3 V/ i i /Ub FLN c.i i T ur vurrrravr wmIVILiv r ~ - u 423-G39-0271
, o , CoWjgjht ® 2005 f: ..:j Kt107f1/11Ie, TN DATE: 5-20-05 DRAWING N0:
COPYRIGHT © 2005 p All Rifts Reserved 865-546-5800 LE6ANON TOWNSHIP, DURHAM COUNTY, NORTH CAROLINA
~ ~ sob FILE NAME: Con5t-15a5e

I I
• TAX MAP: 858A-01-001 TAX MAP: 839-01-012
I s _ PIN: 0815-02-87-6340 PIN: 0815-02-85-1866 ti, hl°o CB 46
J I „ ' 193 5~
7$ 79 240 LF - 18 RCP f. - ®9.44% 5' CONC. ~ ~ ~ ~ ~ ~ y.~.~.-~~ o GRAPHIC SCALE i 'n'~a 189
I ~ ~ ~ 30" ROLL TYPE ~ o ~ +o eo Leo ~:-r:?-e~ tip;; e'"`~' ~ CURB 8c GUTTER ,
' _ cl CURS INLET $1
f;i o ~ 22' CITY OF DURHAM (N.C.D.O°T. 0°04) "~o STORM EASEMENT 5~ ~ DCB 44 ~ (1N )
VARIABLE WIDTH CITY ~ ~ DI DROP INLET ~ ' STA. 98+36.03, LT. `~l 1 inch = 40 ~ a(? ' T/G = 523.80 ~ l l
X15 ~ ~ N.C.D.O.T. 0.14 &840.16. 86 ~ $4 OF DURHAM STORM ( ~ I EASEMENT ~ ~ INV. IN = 520.60 (15° FROM CB 44A) S/W {TYP.)
, 194 ce COMBINATION CATCH BASIN I ~ PMH F-1 STA. 86+7 .11 7 LT. ~ ~ INV. OUT = 520.50 i 190 NCGSNAD'g3 r
_ _ e , (N,C°D.O.T. 0.02 s~ 840.03) ~ CB 44A 140 LF - 15" RCP
I m Dc6 DOUBLE C0 I TION STA, 97+85.68, LT. ®9.71%,
_ „ ~ I T/G = 524.16 30 LF 15 RCP CATCH BASIN = 1 1 ~-4" SANITARY SEWER SERVICE
CB 28 DI 28A ®2A0% ,w DI 40A~~ INV. OUT 52 0 PMH PROPOSED S IT Y Pry W/ CLEANOUTS (TYP.)
STA. 87+30.47, LT. STA. 88+15.33, LT. ~ ~ - ~ SEWER M OLE '`a ~ ~ T G = 495.01 T/G - 495.51 $2 ~ I ~ I ~
24 PLUG & BLOCKING 5' )~a / INV. OUT = 492.25 ^ m INV. IN = 491.20 15 I ~ ~•DIVERSION BEYOND END OF PHASE i;i ( )J ~ ' ~ I ~ ~ 30 LF - 15" RCP
~ INV. IN = 489.93 24 H.C. RAMP m DITCH 16 PAVEMENT ( 1 ~ , I ° ~ 50 LF - 15" RCP ~ i ®1.50%
INV, OUT = 489.73 84 LF - 15' RCP (TYP.) a ~ „ 5 CONi i I ~ o TOT 72 LF - 15 RCP (9 1.6.17% S T „ ®1,25% ~ / ( 5' CONC. ~ 7.00% S~Y~d (T1P.) 55 CB 45A• i
CB 29 ' ~ 92 LF - 30 RCP CB 41,' ~o' LOT ~ TIE EQUALITY CB 45 * ~ R ~
STA. 86+37.76, LT. 4 ~ , ®1.00% ~ ~ ~ ' STA. •89+41.49, TWISTED GUM DRIVE _ T G = 495,36 - ~ S 5 CONC. ' ~ ~ ,~~SOT 191 TIE EQUALITY ~'E~ a~~ ~ H.C. RAMP
/ I. , STA. 111+49.78, SPRING BROOK DRIVE INV. IN = 491.05 ~ 8A S/W (TYP.) , r. e~ ~ DCB 44 STA. 99+44.75, POPLAR GROVE DRIVE _
INV. OUT = 490.85 1ti ti CB 28~ a B ~+81~9~ 8 PLUG & BLOCKING 5 • ti SDT ~ ~ ,~~,,.-VARIABLE WIDTH CITY BEYOND END OF PHASE z "°i` H ~ (NP•) STA. 114+47.86, SPRING BROOK DRIVE i
B 29 ti h L OF DURHAM STORM 18 PAVEMENT CB 44A ~ FH 65 LF - 15" RCP L
{;I ~ EASEMENT 78 78.5 ' s• we @ 9.88 505'05'14"E 000.00 c 138.29 - - - - 8" G.V. ~
8 PLUG & BLOCKING 5 ti. ` _ e P~ ~ ~ ~ " ~ ~ ~ DI DROP CURB INLET
BEYOND END OF PHASE ;~ti _ so 5,4 _ _ • a , .36 1B PAVEMENT - • 12"x8" TEE (N.C.D.O.T. 840.04)
°.w~~'s•'.{, 8" ~ SEE PROFILE BELOW FOR ti a ti _ CB 43 ~ 4' DIA. MH CB 42 CB COMBINATION CATCH BASIN
„ CB 27 ' DIA, MH
8 PLUG & BLOCKING 5 g~°o W 12" G.. STATIONING - o BEYOND END OF PHASE ~ ~ o „ TEMPORARY 1" BLOW-OFF , ~ t0' W/12" G.V. STA. 99+57.70, RT. N.C.D.®.T. 840.02 OR 840.01) (50' UBUC ROW, 33 B-B) CB 42 192 T/G = 523.04
1B PAVEMENT 50 LF - 30°' RCP 8° ~ ~ii~ 12 x8 TEE \ \~T INV. IN = 518.93 {15") DCB DOUBLE COMBINATION
C~1 2.00% (50 PUBLIC ROW, 33 B-B) \ DT 1 ~ a ~ ASSEMBLY 30 ( i 8 G. 30 LF 18 RCP ®1.OOY~ INV. IN = 518.78 (18) CATCH BASIN
" 30 LF - 0" RCP \ ~ , . ~ TEMPORARY 1 BLOW-OFF ~ ~ " - 18" RCP ®1.00 \ I N INV. OUT = 518.20 HW HEADWALL I 122 LF I
ASSEMBLY 1.10% ~ FH 125 LF - 2A~ RCP ° ~t I / ( PMH E-4 STA. 89+34.03, 0.37 RT. x,3.72% ' I VARIABLE WIDTH CITY OF q z ^ m - PMH PROPOSED SANITARY
~ MH 26 1.06 DURHAM STORM EASEMENT a ~ ~ ~ SEWER MANHOLE ~I
CB 27 , STA. 87+30.47, RT. DRAINAGE 107 , -
SWALE ~ EXISTING 30 0/H ~ PMH K T/G = 495.01 11 ~B 38 POWER EASEMENT PMH K-1 S A. 97+34.45 T LL
16 CITY OF DURHAM ' INV. IN = 489.40 - 1 ~7 .EL.- ~ o T: 7$ I 79 - _ i„ ~ 193 SEE PROFILE BELOW FOR
MH 26 STORM EASEMENT ~ INV, OUT = 489.20 486 7 • Y R® 7$ o R STA. 87+24.71, 64.34 RT. ~ Q4 ' W 33' B-B)
RO RIM = 494.00 ~ gpr.60 P LIC m STATIONING
_ ~ 3 ~ INV. IN - 488.zo 105 °D PMH E-6 S A. 99+37.78 0.68' LT. ~ a
INV. OUT = 488.00 ®m' ~ 'r I1C _ 3/4" WATER SERVICE W/ ~ ~ ~ _
E.,- o ~ H r ~ { 5/8 METER (TYP.) $1 ~ 240 LF - 18" RCP CITY OF DURHAM
97 LF - ~ ~ ~ 10'50'55'E C 1 CB S _....r- R °0 0 g,44q, PUBLIC WORKS DEPARTMENT
® 1.75% ,,...z; ~.50.OD' . , ~ ~ CB 43 APPROVED STA. 98+36.03, RT. ~'a 194 ENGINEERING DATE
- ~ ~ a~ ~Teta - T/G = 523.80 STORM WATER DATE
DIVERSION POINT 301 INV. IN = 520.20 TRANSPORTA110N DATE
M DITCH 22 CITY OF DURHA ' INV. OUT = 520.00 DATE DATE
STORM EASEMENT 1
® 2-~ I a
.d ~--.~W °•~°M{NIMUM ~~AASH ®~K VALUE (STOP CONDI e.ON).= 29n..~~~~~~~.~~~~..~~.~~ 54O
.--------_u_. 540 DE5l~N ~1~~Ci"W~~~2~T`M:P.H.
MIN8iU1~ K VALUE = 12 ~ I ~ I 7.95 ~ ~ I Hlf~l POINT E}.EV 52 2 ~ LOW POI~JT ELEV = 524.30 ~
~ ~ ~ a ~ ~ HIGH POINT ST`p = 96+85.85 LOW POIMT STA ~ 98+36.03 ~ PVI STA =9$+12.63
~ PVi STA ~ 98+50 PVI p~V = 523.31
PVi ELEV 529.49 ~ ~ I N EED = 25 .P.H. p ~ I' ( ~ i DDS G SP ~ i A.O. _ ~-#,0.05 ~~.D. = 5.80 ~ 26.110
~ I IM M AASHTO K VALUE STOP C~ONDI110N = 25 G ~ ' I = M N U P ( ) ~ ~ K 1294 I
m LOW POINT ELEV = 495.49 ~ ~ I -...~.-,~._~.~,-.J.~..~~..._-. r
510 4-___ tV - --.-a.._ NT -TA m 87+19. 510 r- f 130. ~ ;J LOW P01 S ~ 40 ~ I t o rN~..... II M~
I ~ PVi STA = 87+30.,55 ~ n I ~ I I; o'o m PVI ELEV = 493.48 I ( I a:~ ~ i~
g ~ ~ A.D. = 4.25 I ~ ~ I` ! ~ ~ N~ ~ ~W ^F ~ ~ N
~ i K 89.43 , ~ I M TdM: POINT 301, REEAR do CAP , ~ 4 380.00' VC ~ O I
~ w N 556361.4902 i ~ ~ ~ ~ r to I I { ~ N + w E 2018344.2521 ~ a '
m ~ ~ ua ~ . i o~ r J i ~ aD_ W I y ~ ~ ELEV. 490. 530 ~ ~-w --;y----~- _ _ . ~oN ~ ~W . ~a~~ ~ i ~ ~ 530
, ' ~ ~ \ N ~ z ~ i ~ > ~ a ~ TBM: POINT 301, REBAR & CAP
~ ~ EXISIINGI GROUND ~ i c ~ us N ' Q + ~ j / ~ ( ~ I 1 ~ ~ i ~ a r, ~ r, ~ ! r2
pp°`~ I + ~ 1 ~ I I ono, ii der ~ s +et d'~~ N > a ~ ~ ~ ~ ~ N 856361.4902 ( ( ® a E 2018344.2521 FINISHED GRADE ~
I ~ GROSU~NNp ~ ~ ELEV. 490.05
W \ ~ / II i i \ ~ ~ \ j ~ ~ I ~ ~~i
ii'~ ~ h t~, o: a . ~ >W " ~ ~ ~ ~ I I
0. ~ \ i 500 ~ ~ ~ 5oa ~ I ~
r I ~
I ~ ~ I m \ ` ~ I I i _ ~ \ Q 9 / I ~ I
~ yFINISHED \ ~ ~ $ i ~ ~ ~ 4 N v A ~ ~ a r .GRADE ~ ~ / { ~®TE, i 8 DIP W l ~ ! ~ - Tm 8"DIPWI~ I A ~ pplP'~~' j
N I \ o .~Z~x I ~ ~ I ~ i, j ~5" ~~~Q f s i POPLAR GROVE DRIVE
m ~ ~ ~ i q ~ ~ I ~ W ~ TWISTED GUM DRIVE I i .I ~
+2 ~ ° ~ ~ I - i I ~ , , DESIGN SPEED - 25 M.P.H. -.~~~w...~_.__~ .~.~~wy~~..N~_,~~~~.~ w...~..~~~,~..~..w..,..~~o, w r~~ ~.W ~ 520 u~ 5 LF 8 PVC SS Oi 0.58 "RCP i
- z 520 ~ ~ ~ 9 ~ I m I I 19 ~ CP ,6 ss I DESIGN SPEED = 25 M.P.H.
I ~ ~ „I ~ ~ 1
30 CP M 4{P W ~ ~ 12" MIN. Iy
15" RCP ~ 8 E ~ I ~ ~ ' I I ~ e V
u 30 RCP 7 I ~ I p G a ~ ~ ~ ~
i ~ ~ ~ ~ 1 w
490 ~ 90 P .~.~_.~..~....a ~_.s_.w~~. _ 4 ~ ~ 12 MIN. ~ ~ ~ . ~
I CLEAR. f I ~ p; ~ i
1 I ( i ` I 257,08 LF 8~ p I I VC SS ®0.56% j i j + '~~~I ZZZ ~
I i s ~ I ( I I I I V'~dW V
~ ' INV. ELEY= 488.87 (IN) s j i ~Qa
~ INV. ELE 488.67 OU ~ ~ I ! I, 1 y ~ ( ~ I I ~ { ~ ~ ~ w. r r
. ,_INV INV _4$9sQ~ IN . ( T~ -(DROPj .LL..w. ~ e__ 510 ~
~ ~ INV. ~I.EV. 487.24 IN (SOUTH) ~ I ,
I I ~ INV. ~1.EV. 487,24 (IN) i I I I ~ ~ ~ li ~ INV. <LEV. 487.04 OUT , ° i a ~ 2ZZ Z
I ~ ( ) I , w i ~ 7 I ~ ° . .
1
I ~ ~ ~ ~ ~ I a° (

N M O M M ~ d' r7~ 0tn rQ s- ~ h N ~ O M ~ ® d'~
Itj ~ gd7. O tCj ~ ttj r t0 ~ t0 ~ M ~ ' ~ M r N M d' ~ ~ 00 ~
N~ `O~ d,~ ~ ~N ~N ~N N d' d' s} d' In N to ~N NN ~N ~N u~N NN
97+ a 97+00 98+00 99+00
96+00 0 87+00 ~s+oo S9+aa
~16l,, I I y/ DRAWN: D.R.D. DRAWING TITLE;
VIIS ~o,, ~ OAR Ashe~nlle, NC Lexrogton, KY ,ooo",, ®l
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH N0. DATE DESCRIPTION ~ 0 ~e ~,,o / 82&253-2796 859-27 I - 1483 ~ 0 ~,S~f ~ crlecl~D: P.E.o.~L.D.e. PLAN PROFILE E
u REMAIN THE PROPERTY OF THE ENGINEER. NO COPIES OR ` I 5 I PER CITY OF DURHAM COMMENTS I . r ~o. 'off REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTED ~ ~ Cornekus, NC Middlesboro, KY o ~ o Boa No. 30520-0I TUVISTED GUM DR V &
WITHOUT THE CONSENT OF THE ENGINEER. UPON COMPLETION 2 7110/06 PER CITY OF DURHAM COMMENTS 704-895-905 ! 606-248-66~ s a SEAL o
A L DRAWINGS EXCEPT THE CONTRACT COPIES) = OF THE WORK L ( . , , ,~°.,.r _ Greeneudle. TN ,uuiw vaunlanrrwl,~nn rnm " 20119 . ® POPLAR GROVE DRIVE ® SCALE: I "=40' H, I "=4' V
ARE TO BE RETURNED TO THE ENGINEER, 3 vl i i/v(. rcrc irr r Ur uuRnNM wmmUv i A u - 000 boa J 423-G39-0271 s _ :
i, Copyright ®2005 r~.l a 1 Knoxville TN LDATE: 5-20-05 DRAWING NO
COPYRIGHT Q 2005 All Rtght5 Reserved 865-546-5800 LEBANON TOWNSHIP. DURHAM COUNTY, NORTH CAROLINA E NAME: Comt-Base
d

_ , TEMPORARY DRAINAGE
CB 48 CB 47 SWALE STA. 108+43.22, LT. KGs ~ ~ TAX MAP: 858A-01-001 TAX MAP: 839-01-012
STA, 108+12.72, LT. T/G = 569.49 ooo~ ~ ~ PIN: 0815-02-87-6340 PIN: 0815-02-85-1866
T/G = 569.49 INV. IN = 566.19 e~ 1®~ • INV. OUT = 566.49 IN T = 565,94 z ~ .
' i 16 CITY OF DURHAM
• ~ ST RM EASEMENT P
141 ~ 181 ~ / ' .
~ ~ 4.0 ~ ~ 5 coNC. ~~r / ~ ~ s/w (TYP.) /l~~ a Q ~ . °
f ~ ~ I GRAPHIC SC
~ PLUG> & BLOCKING 5' BEYOND ~ 1 ~2 EdD -0F P~IASE:IB PAVEMENT ~ ~ ~ ; °
4 CB 2 i ~ L . ~ .M~.
a 183 ~ I. . , o-
1z PLUG & BLO~kiN~ 5 6 aor~D ~ ~ DI DROP CURB INLET , ~ 't ~ ` ~ EXISTING 30' , Rp~ p~H POWER ~ / ° . ° ° ; l ~ )
END OF PHASE 1B PAVEME T ac ®»9 ae ---12" PLUG & BLOCKING 5' BEYOND N.C.D°O.T, 840.04 ~ ( ) 30 LE - 15 RCP / END OF HASE 1B PAVEMENT R~214so. ~ ~°~G` / ,EASEMENT / ° . 1 inch = 40 ft.
~ 1.20 ~ ~ c6 COMBINATION CATCH BASIN Poo Q ~ ~F~~ / .ylr.tl lY~fl IA~p
TEMP RA 2 W-OF M Y ` lsQ. ~ o ~Y BLO F AssE BL (N.C..O.T. 840.02 OR 840.01) ® ~ ° .
u : . ~ / DcB DOUBLE COMBINATION c , A I ~ ~ 2 2: ° ° ~ 2 2`l PMH'A-6 STA. 0+00 ~ ° , ° °
o,~, ~ c6 48 ~ C - ,ce 47 1 p CATCH BASIN • ~ ~ H.C.-RAMP 3 4" WATER SERVICE W ~ Fr 3, ~ ~ i ~ / /
3 9 ~ . ~a~ TYP; 5 8" METER TYP. ~ HW HEADWALL ~S . 9 ~ N ~ lT°~• FH~~~ ~ ~ ° ° ,I ° ° . LEGEND
~ ~1 ~ ~ / A 12x8 REDUCER - PMH PR®P®SED SANITARY ~B<
~ ~ ~ i TEIM -POINT 32 F ~ SDT t0 SDT 8 G.V: ~ SEWER MANHOLE ~ CB 2 A o /i R ~ ~ o ,B 2~A ~ ' ~ ' % ° / DI DROP CURB INLET ~ ~ 8" PLUG & BLOCKING 5' i ~ ~S\9m NtoaT2s°w~.~~ ~ ' ' / BEYOND END OF PHASE 1B (N.C,D.O.T.840.04)
~ / ~ f q
~e~, Ap~~ _ ' ® 16 CITY OF DURHAM B\ o ~ ' i09 ~ STORM EASEMENT 9 f STARY 0{!T'FR:'l.L 'A° ~ ~ ~ ce COMBINATION CATCH BASIN
toe+oo - n 129 ~ • fic ~-~z~o _ 1 S4 e ~ r~ _ _ - SD ~c / ~ ..y-~-~-~-o-sue= (N.C.D.O.T, 840,02 OR 840.01)
- -F-- - Ra204. - CB ~ 0° 5' GONC: LSD ~ ~ - - s~ - R T 302 . .r ~n DCB DOUBLE COMBINATION
4" SANITARY SEWER SERVICE ,r cw ~ S W (TYP. ) W CLEANOUTS (TYP.) ~ H.C. RAMP a ~ ~y _ 30'~ cITY of ~uRHAM CATCH BASIN ~ ~ 4~ IA. MH ~ i q o~ ~ ~ ~ ) 8" SANITARY SEWER HW HEADWALL
/ \ ~ ~ TYP. - / ~ W t2 G.V: / ® ro ~ ~ s ~ Ss?, EASEMENT •S
- ~ 'III y~ 4" SANITARY SEWER SERVICE ( ) ~ T. g TEMPORARY 2 ~ ~I,~ , , ~ ~ W CLEANOUTS TYP. g~' ~ 140 LF - 42" RCP % ° ~ ~ ~ `~?s9'6F ~ , ~ ~ PMH PROPOSED SANITARY
BLOW-OFF ASSEMBLY 4 DIA. MH ~ s. a• ~ / ( } ~ ~ E PROFILE BELOW ,a ,a 'y; c~ 0,36 ° ° ' ° ° SEWER MANHOLE l
W/12" G.V. ~h i ( SDT ~ o ti SOT ~ , h, ~ i
A ITY ~ i ~ ~ " l~ B, _ o FOR STATI®Ntt~G 3/4 WATER SERVICE W/ TlE EQU L 12" CROSS ~w ~ ~ ?SS' P~~"~ 5 8" METER (TYP.) STA. 108+27,97, MOCKERNUT COURT = a°= . FH' `g / ~ ~ / •
TA. 11$+43.54 SPRING BROOK' DRIVE w s ~ S 4 DIA. MH c r ti CB ~ 130 f PMH A-7 STA. 1.49. -k' ~ ®s%G.v. ~ ~ °~TL~ND` psp ° e ; ' ~ , ~ N®TE:
W/12' G,V, ~ N ~ n 5' CONC.
z~ S/W (TYP.) 8 PL G BLOCKING 5' EYOND a~ ~°4~, "x8"i T~E ~ / ° ° ~ ~ : ~ ' / ~ ~ SEE PROFILE BELOW FOR STATIONING
E D F P ASE 1B PAVEM NT ° r
~ 30' CITY OF DURHAM e`0 ~ o ~ ~ ~ \®e~a SSMH STQ. 2+82.65 ^
~ ~ TEMPOR Y ° .BLOW-OFF ASS MBLY ° . ~`a~ - ~ 8 SANITARY SEWER CITY OF DURHAM
J~ < EASEMENT 187 TIE EQUALITY PUBLIC WORKS DEPARTMENT
~ ~ ~ ' i 30 ROLL TYPE 186 ~ ~ i STA. 78+06.43 SHORTLEAF DRIVE = APPR 1~D
~ 'CURB GUTTER 22' CITY OF DURHAM ~ STA. 14+55.90, S.R. 1455 (TERRY ROAD) ENGINEERING DATE ~ STORM WATER DATE
~3 TYP, T RM EASEM NT TRANSPORTATION DATE
268 LF - 15" RCP ~ 9.83 DATE DATE
® e + +
_ 505
580 .~.--~n..n...._.o....,n.... ...._.m,...~N......._.... .-,-...p_-.._.~.m.mA.,... ..-.m..- . E I I _~_-_,..n .
u
I [ I~ I ~ ~ . o I DESIGN. SPEED = 25 M.P.H. I I ~ ~ ~ _ I r
k ~ ~ 1 ~ ~ o F MINIMUM AASHTO K VALUE 12 > e- o PVI STA ~ 109+09.x7 TB: POINT 320, REBAR GAP TBM POINT 302, RBAR ~ CAP _
~ ~ ~ € _ ~ PVI ELEV 563.86 N 556177. 7 I I = z m N 856101.5268
E DESIGN] SPEED 25 M.P.Hs ~ ~ ~ ~ I A.D. _ -5.00 E 2018545.1540 j ~ ~ I I 3 500
INIMUM AASHTO K VALUE =E12 ' z K~ = 15.00 E 2017607°1479 M [ ~ ' _....-_..-_-o...w,.~._,.-.,~_~.m..-~...~..,..~.M,._,_.-_....~.,._..-,..-. ~ v. 4 .86
TA = 10 66.47. .~..,...ar. w... ~..~....,__.75.04'.-VC .~.7.._.,..m,...l ELEV. 563.46 PVI S 6+ 1 i ~ ~ ~ f PVIE ELEV =562.28 [ n I I ~ ~I~ g
`.D.=-6.50 1 x ' o I ~ ~ ~ I8 ~ I ~ z I,
K = 23.06 cnv + ~ ~ ~ f ~ ~ o I ¢ U I I~i
i 150.00 VC + ~ ~ „ P ~ ~ ~ < I Q Q ~ !`I I
E m ~ [ ~0 t- ~ I ~ F- tV I ~3
-.....m~...~..-..,_...~. .:,m,.,- _..m ~ cn,..-...... I .v.. a-~ _ -I 570 495 ~ ~ ~ 495
570 ~ U7 , `f' rM ~ V N ~ ~ I ,~=I 4 N FINIShIED GRADE a q ~
o ~ f ~ V I I ~ 2
~ ~ fr1 ~ ~ FINISHED GRADE ~ f > ~ ~ ~ a + ~ ERUT COURT ~ I I
a I I ~ ° .
4 ~ + f DESIGN SPEED - 2 . a.s I / ~ ~ I ~ ~ EXISTING GROUND 6 f r \ $ . I °
( 1 ~ ~ + °Z' I I _ ~ 490
~ G ~ ~ tt( ~ 490 _ ~
S ~ " h ( 15 RCP I I I EXISTING
~ GROUND-
~ ~ ~ I i r l 4 ~ € 0 I 1 E I , I I ^e i
~ ~ 1 s / Q
+ ~ l / f ~ ~ ~ 0 ~ ~ ~ ~ f
~ ~ f ~ i ••,.>_.m.._mm_.._~~ ,......~.-..M,,.~.. ...~...__..m_._... TM..,.r..~~ m..-.,.~._ ~.,~~m.~.M , mmm,..........m., s 560 485 ~ ~ ~ ~ _ ~ 485
560 ~ ~ ~ 12" DIP W/L~ I ~ ; 8 IDIP W/L 12~ DIP W/L I ~
~ ~ 18"SS E ~ ~ 1 I I I
9 ~ j I N~ ~ i ~ I ~ ~
t p ~ N I ~ , I I 0 f I I ~ ~ r• ~ I
WU ~ ! ~ E l
I M~ 42" RCP ! I
._...r..._.,.,.~m__~,n.. ._..nu.-..m..,n.....,.w.......1..- , w...~., _.~.a~...,._._...-._.,_ -._...~....,....~,~a.__.~ .,,.....o..,,.-..,,.._IM _......~......M.,.n--m........f I_m. .c_ I ~ I.b M6 480 480 8° Ss
~ ~ i I r I
~ f ; I I 8~ sS ~
I ~ ~ ~ ~ '`r
i ~ I I ~ I 145. ` 6 LF 8" PVC SS d,52% ~ !
I ~ f I
~ a~-..__ ...Ia- I ~~-~~m_.~_..n-m_.._m .-..m..-.A..............._ w.....~. ...~.-........~.....M~-. .r.... ~.._...,.~.___._...mm-._ 50 i E 5 475 - . 475
550 ~ ~ ~ { f I 8" SS INV. ELEV. 476.61 IN) I INV. ELEV, °476.41 OUT) ~ ~
~ I u h 6 !I
I h ~ I f I E ~ I, € E I d I ~ @
€ I ~ ~ Q f INV. ELEV. 47.65 IN (2) ~ ~ : ~
t t E I k 6 E . INV. ELEV. 479.95 IN~ ~ ~
( ~ ~ I E I I f ,..,....a.. ......w.. ....~_.,_,~...a ~ INV. ELEV. 47.45--OUT)--____.~.~~---____._____._.__.___.~--_---.__.___.-__ ~ 47~ 470 ~ ~ ~
f a. f .
~ I ~ r I E I 1 ~ ~ I i
s - I
I E ~ ` I ~ r
0 P I~~
~ ~
I 540 540
o ~ ~ ~ ~ °
O~ 0~ ~p `'00 N~' ap ~ ~ tC) r ~ tC prj N O
~t~0 ~tNO c0~ t0~ c0~ W
107+00 108+00 109+00 106+00 ®+00 1+00 2+00
d1~?illllll)~ ' VII p q DRAWN: D.R.D. _ DRAWING TITLE:
. _ i KY `ex ~ ~ ~rT E7 ~~i crlec~eD: P.e.o.~L,D,B, PLAN PROFILES
A ESCRIPTION ~ ~m~'1 Ashev~ile, NC ® Lex ngton, ~ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH N0. D TE D ~ - ~ , ; i - I -1483 ~ ~ f ~ - 1 828-253-27`6 85987 MOCKENUT COURT &
REMAIN THE PROPERTY OF THE ENGINEER. NO COPIES OR ; << ~ ~ ° ~ ~ ° 9 I 5/ I /06 PER CITY OF DURHAM COMMENTS ~ ~ : o ~ o - REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTED ~ Cornehu5, NC Middlesboro, KY 8 ~ o JOB N0. 30520-01 SANITARY SEWER
WITHOUT THE CONSENT OF THE ENGINEER. UPON COMPLETION 2 I 0 06 PER CITY OF DURHAM COMMENTS ~ ~ 704-895-905 I 606-248-6600 v SEAL g 7/ / t, ° ~ ~ ~ - 8 ° -
OFTHE WORK ALL DRAWINGS (EXCEPT THE CONTRACT COPIES) „ , ~ ~ , ~ , v Greenevi~e. TN ~uww.vaiiahnmeiton.cam 0 2011:9 a n 11.1P A /SIT/!1G (1111'1 L1A.1 IC\IT!_^ w. _ scale: I °=a.o~ n, I OUTFALL'A°
ARE TO BE RETURNED TO THE ENGINEER. 3 vii i/ub rLR iii T Ur UUFn/AM c.umIVILN10 n - v u 423-639-0271
CoW 0 2005 Knoxville DATE: 5-20-05 DRAWING N0:
N{ Pvght Reserved COPYRIGHT © 2005 TN = 865-54G-5800 LEBANON TOWNSHIP, DURHAM COUNTY, NORTH CAROLINA OF%
FILE NAME: Const-Base
~®Q6

11E E( C 8 11E EQUALITY STA. 118+89.54, LT. _ TAX MAP: 858A-01-041 TAX MAP: 839-01-012
3 " R TYP CURB STA. ' 4 OLL E STA. 118+43.54 SPRING BROOK DRIVE = T/G = 569.80 PIN: 0815-02-87-6340 PIN: 0815-02-85-1866
& GUTTER (TYP.) STA. ' STA. 10$+27.97, MOCKERNUT COURT INV. OUT = 566.55
8" PLUG & BLOCKING ~d
~ - 84 ~ .v o ~ 5' BEYOND ENDoF GRAI°HIC SC
an CB 28 m ~ 78 , » u1 ~ ~ ~ ~ PHASE'1B PAVEMENT yea ,a ~ ` 40 0 20 40 80
MH 26 CB 27 ~ 4" SANITARY SEWER SERVICE'. I m `57 ' 12'~ 5' CONC.. _ yy ~ 30 LF - 15" RCP ~ - F~ 12" 'PLUG EC -BLOCKING 5' BEYOND ---_a '
W CLEANOUTS TYP. S/W (TYP.) 1 ENl / ( ) M 1 END'OF PHASE 1B PAVEMENT ~ ~ L20~
a 3/4" WATER SERVICE W/ ~ d ti1`1` r, ~ (IAT FEET )
106 i 5 8" METER TYP. - - - ~T6{.4 - PANT 7 1 inch - 40 St ~ ~ .
16' CITY OF DURHAM - - - ~ E~ ~ ~ y SDT N
STORM EASEMENT 0° to' 5 CONC. ~ ? ~ ~ N f~ Q~§~ 12'° PLUG & BLOCKING ~
S/W (TYP.) TEMPORARY i 5' CONC. i~s DRAINAGE S/W (TYP.) 79 o to' k~. x~ 5' BEYOND END OF c 1~0 PHASE 1B PAVEMENT
, swaLE 83 I v ~ W/12" G.V. ~ ~ CB 48
o-~ I e CB 44A ~ T ~ I ,
50 LF - 15" RCP ~ 1.0030 U ~ O ~ ~ ~ \ ~4 Z ~ PMH E-9 STA. 117+fi5s85 7' LT. 'R ~ ~ M TEMPORARY 2"
~ es.aaarh ~ ~ , PMH -4 STA. 111+48.78 T L'L 30 LF - 18" RCP 9 1.00 ~ QT m ~ ~ SDT r; ~ ® 1?" CROSS BLOW-OFF ASSEMBLY
107 E ~ 6'___~_ c-c-=-" V9 n. ~ - _ m ~ ~ m - - ~ ~ SDTI ; ~
INV, EL. = b w _ - ~ N ~a 468.81 ~ - VARIABLE WIDTH CITY a~M 54 ` ~ ~ HC 21.5' CB 47 ~
CB 28A 55 CB 37 0 ~ $2 OF DURHAM STORM ~ - ~'1t~ 44 81 DCB ~k0~ ~ -~~-.-rz"x8" REDUCER STA. 118+89.54, RT. i ; - ~ ~ ~ T/G = 569.80
STA. 110+55 LT. o EASEMENT ~ ~y ~ ' mi TIE EQUALITY ~ ~ PMH E-8 STA. ~16+58.36, T LT. ~ LT. ~ ~P~ ~ ~ ~i ~ INV. IN = 566.19
PMH E-3 STA. 110+99,87 6,22' LT, T/G = 494.9$ ` _ I C$ 43 ' ~ s^. INV. IN = 488.95 STA. 111+49.78, SPRING B CK DRIVE - i a ~ ~ , ~ ~ o INV. OUT = 565.95 ~'z,~ Ca
NV. OUT = 488.75 STA. 89+41.09, TWISTED G DRIVE ( m g~ 9 ~k ~ ry1~' ~ r~ ~ ~ ~
H.C. RAMP (TYP.) PMH E-5 STA. 11 +80.59, T LT. . i r,AG ~ / l SDT \ o~p _ ~ c~
\ " 37 LF - 24 RCP CB 41 PMH E-2 STA. 110+17.40 T LT. ~ STA. 111+87,15, L 122 LF 18" RCP ~ 1.00 CB 45A / ~ o ~°ai ~ d
5.24 , ~ ~ STA. 114+89.76, LT. ~ ~ T/G = 500.26 - A. 114+47. 7 T.
~ % ~ INV. OUT = 496.0 PMH E 6 86, L T/G = 529.70 ~ g" G.V. ~ ~Y ~r`~, ~ R ® a ~ ~
~ ~ INV. 0 T = 526.00 ~ •1 ~ I SITE DISTANCE ~ U
8 G.V. 'SDT ~ 72 LF 15 RCP ~ TRIANGLE TYP, ' ~ ( 4~ ,r~ ~ ® ~ ~~~TE~1r1pOR~~RY 1" ~
°o. SDT® 16.17% n ~ `Q• o ' ~ ~ 31 LF - 15" RCP ~ C - 15" RCP ~ fy,?" BLOW1-OFF HSSEiJ~BI_Y 3su'~ ry LEN
• CB 41 ~ a 8 G.V. ~ SDT ~ ro ~ CB 45A ® ~ 1.50% TIE EQUALITY ~ `~y a SDT~~ i 8" PLUG ~ BLOCKING 5' DEY"OND
STA. 110+00 SPRING BROOK DRIVE _ m CB 3 tt2+00 ~ END OF PHASE'1B P.'a!rEhhENT ~ ~ -1 ~ DI DROP CURS INLET
STA. 17+59.33 S.R. 1455 TERRY RD. ~ ~yo 'e C - 52 - ' - ~ B ~Oti ( ) ® ~ , a~oo.oo o a sar 113+00 116+ >6~0~~~00 1 j' (N.C.D.O.T.840.04)
. ~r ~ 11+00 CB 40 ~ e e• nc ss _ s• ~ ss - . 0 ~ 4' - ~ > > ~ " ~ I S~ / ' ' cB COMBINATION CATCH BASIN
~ 9 - ~.~1.(~r' N89'28'97" 1 ~915~F~ - 0~ , x•39 ~ o o.~~° .00 18257 `f-•~- ~r. / ~ ~ (N.C.D.O.T. 840.02 OR 840.01)
~ ~ s~ z FH ~ ms's ~ A5 - - t9 ~ 4 ~-sue - 268 LF - 15" RCP ~ ~ ~ / ~ a ..R ~ w DCB DOUBLE COMBINATION
V ems' ~ a ~ J,-' r . ~ o~'-~ `r=' ty b ~ • ~ „ 4 DIA, MHO ~ c~e 4s ®s•83~ ~ ~ ~ h CATCH BASIN
° \ oo , << , , 12 x8 TEE W/12 G.V. , ° \ ? ~ i \ 0 PUBLIC ROW, 33 Hw HEADWALL
. 12" TEE ~ • CB 38 -B) CB 42 CB 45
° ~ 125 LF - 24" RCP VARIABLE WIDTH CITY - ~ ~ NG „ ~ DI 40A 4 DIA. MH W 12 G.V, _ " 140 . • A C E,~ • ®3.72`0 ~ DURHAM STORM EASEME T / 65 LF 15 RCP ;B 39 . ~ i ~ _ " p „ „ ~ 9.88 ~ c 140 lF - 15" RCP / PMH PROPOSED SANITARY ~ 9,71q, ~ 1 ~ ~ / SEWER MANHOLE
~ ® ' i 30 LF - 24" RGP 30 LF 15 RC 5' CONC. 12 x8 TEE
CB 39A . ° ~ .A ~ TOT LOT 2 B~ 2.003a S W TYP. GB 45 I • ~ ~ ~ 1.83% / ( ) CB 42 ~ ~ 1 ~ ~
STA. 110+12.85, LT. . `~,.e ~ I ~ STA. 114+89.76, 15. RT. CB 39~ _ ~ 240 LF - 18 RCP ~ STA. 114+25.03, RT. T/G = 495.90 _ v , 49 LF , 15 ,RCP ®1; 76q, - ( T/G = 530.28 ~ ~ 'CITY OF DURHAM % ` OTEe
® 9.44 ~ T/G - 523.80 INV. OUT = 499.97 ® wti ~ ~ I INV. IN = 525.70 (1 } STORM EASEMENT ~ 1 ~
° . ~ , ~ $ ° EXISTING 30' 0/H 22 CITY OF DURHAM INV. !N = 51$.93 (15") INV. IN = 525.55 1 • o o,< ~ STORM A$EMENT _ ( ) ~ SEE PROFILE BELOW FOR STATIONING
~ ~ INV. IN - 518.78 18 POWER EASEMENT ( ) INV. OUT = 525.35 188 1~6 185 ~ 189 , 1 CITY OF DURHAM
° WEThAND .'A'. ° \ 194 INV. OUT = 518.20 .I F, DIVER ION aQ , PUBLIC WORKS DEPARTMENT
~ \ cB 40 ` DITCH 193 192 191 ~ 190 APPROVED
" CB 38 STA. 111+87.15, RT. pl 40A 11E EQUALITY - 2 4' DIA. MH W 12 G.V. 12 PLUG & T , 1 T G = 500.26 STA. 114+47.86 SPRING BROOK DR?VE = PMH E 7 STA. 115+72.77, 7' LT. / CB 39 S A 1 0+55, RT, / STA. 112+55.37, RT. 7' LT CB 46 fNGINEERING DA STA. 116+24.98, RT. STORM WATER DATE
„ BLOCKING 5 STA, 110+12.85, RT. T/G = 494:98 INV. IN = 495.37 (DI 40A) OPENING = 511.00 STA. 99+44,75, POPLAR GROVE DRIVE T/G = 543.70 TRANSPORTATION DAIS
TEMPORARY 2 BLOW-OFF ASSEMBLY BEYOND END OF T/G = 495.90 INV. IN = 490.56 15" INV. IN = 495.40 (15") INV. OUT = 507.01 PHA t ( _ INV. IN = 539.60 DATE
30 LF - 15" RCP ®1.00 SE B INV. iN = 491.67 INV. IN = 489.70 (24) INV. IN - 495.54 (18) r-. PAVEMENT INV. OUT = 491.42 INV. OUT = 489.50 INV, OUT = 494.35 INV. OUT = 539.30 DATE
„I,.
DESIGN SPEED = 25 M.P.H. 55® 570 , 590 s
~ MINIM M AASHTO~ K VALUE STOP DITION = 20 l 530 U ~ ~ I ~ 1 STA. 194+47.88 SPRING BR001i Dfit. _ ' ~ _
~ a LOW PANT ELEV - 45.27 I o 6 ~ a+ 1 STA. 99+44.75 POPLAR GROVE @R. STA. 118+43.5h SE'RI~IG BROOK DR. a STA. 108+27.97 MOCKERNUT CT. I
h LO~V POINT STA = 910.42.93 M 1 NAIL & RIBBON + ~ PVI STA =111+2x136 + ~ f.c. ELEV. 525.95 , ~ ~ ~ TBM. P01NT 7, I o I " 1 ~ F.G. ELEV.565.51
N 856193.9620 I PVI ELEV = 494.1A I li' ~ ~ ~ /
~ A,D. ffi 11.2D I E 2017479.5120 ~ ~ ExIST1NG / ~ 7 P ~ TOP OF CURS
K = 19.64 ELEV. 577.53 a W a GROUND ~ 1 ~ ~ 220.00 vC ~ . ~ ~ ~ . _ ~ / I . _ _ ___..r.....~~.- _ ~ ~ 1- j
510 I _ - _ _ _ . m ~ -I W s ~ i ~ U
a EXISTING 1 ~ j m TOP OF CURB I ~ ~ r 1/ ~ J ~ m~
GROUND ~ ! ~ R ~ I ~ ~ ~ ti TOP OF CURB s, FlNISHED GRADE ? ad I ~ ~
I 4 ~ ~ i ' ~ a ! I E ~ 1 ~ ' +r a i ~ M ~ TOP OJF CURB r N + ~
I m o~ i ~ { a I ~ ~ m ,
i ~ j l ~ TOP OF CURB - ~ i ~ ~ ~ ~ ~ ~ ~ w m
NOTE: I ~ RGP... - _.r m.. STA.-11a+49.78-ERIN ~-BR0 DR. ~ x 520 a -1--- - 540 ~ _ 560 _a_ w__ - 580 _ $ a _ _____L.._._________-
STA. 89+41.09 TWISTED GUM DR. m = ~ 3 EXISTING SPRING BROOK DRIVE + ~ / I ,
c F.G.0.EV.497.69 ~ _ I ~ r ~ 8 ; c~ GROUND DESIGN SPEED - 25 M.P.H. ~ ~ o GROUND' / ~ a ~ +
~ ~ PMH E-*4 STA. 111+48.78 N ~ ~ ~ 1 I ~ ~ 4 ~q• ~ E~STING GROUND ~ m ~
V1 `s x ~ ~ tq I w ~ ~ RIM .497.99 I
W FINIS~iED GRADE p< ~ N 0> I ~ ~ ~ ~ K~ i •t ( g ~ PMH E=3, STA. 910+99.87. ~ 0 a Q ~ ~ FlNISHED GRADE ~ / ~
+ u I RIM = 495.98 ~ ~ ~ ~ --a-~---._....__.._-- _.y. s - . _ ~ ~i _ , _ _ _ a . . i 4 Q ~ I-__ - . ~ m
a ~ M WA ~ ~ ~ m / I N v
U ] m " ~ ~ 3 9 ~ ~ 12 xa~TEE 9• ~ ~ / 9 r ~ ~ ^ j / I I I ~O
+40.36 ~ FlNISHED GRADE " ~ l I ~ ~ ~ j ' ~Q ~ ~ FlNISHED
i 15 CP { m ~ , 1 yV M " ~ 1 m 1~ ~ ~ ~ i / ^h ¢ + ~ GRADE N' ' GRIADE G
/FH / U Q m / MIN. ~ QG I ~GQ ? ~ W ~ ~ I / I N
2, v / +9 CLEAR. F ~ ! ~ ~ ~ I I 3 5" RCP - g
" I___.. _r _ Z~,______ - _ 510 _ . 530 _-~o ~ I , b C~..___._,_._.__~#~® / _ _ ~ vp, it , _ - 550 - 570 _
15 RCP ~ " ~ ~ ~ M y1r O , ~ ~ Z 24 P ro~ ~ ~ 2zz a j Q
Q 3 ~ d' vrvv v QA 3 ~G 1 ~ h ~ ~ RCP I
~ P i a ~ C C OD o0 ~ p~: 1 0
1 " 2 ~ i ~ aoua n ut ~ 1A U2 , ~~v I ~ p 2" MIN. 1 ' M CLEAR
'i 5 RCP s i ~ H ~ . { { cfl N v I m ~ 0
p ~ ~
490 Q-- _ ~ ~ _ _ ~ _ - - _ _ _ 0 8 ss ~ti I ~ ~ a» ~ .F. 6" PVC i „ I + 45.94 L 0~ r 1 ~ a az z z z
12 MIN. CLEAR. ~ ~ti SS ®0.6 ~ I i ~
" ~ I 6 SS p ~ ^ 1 ? VC SS ~ 1.3 ~ 1 1
L.F. ~ P o a ~ ' i
. .79.47. ~ ~ 1 ? 12" MIN. CLEAR. 3 ° ' ~ i s I ~ 1 ®o~.
I - ~ ZZZ 1 ~ ~ 540 _ i Q ,f
~ m _ _ 500 _ _ ~ ~ - 520 560
i ~cv ~ r Novo, ~ c INV. ELEV 539.08 (IN) D
°w ev ~ ~ a 3 3 1 i INV. ELEW. 53.88 (OUT) ' N
a 6n YS j ~ ~ ~ ~ ~ I i
IW W ~ ' i ~ !
{ ; .u. z z »yy m>myy ~ a~ag; yy i
Z ~(°6. ~ f° L ~ 3 480 ...-------T-__-- r . j i I
114+00 113+00 + 116+00 117+00 118+00 119+00
110+00 111 +00 112+00 115 00
"
,,,,,urr~n, DRAWN: D.R.D. DRAWING TITLE:
VI I S Asheville NC Lexin ton KY ~ N Ro ~i
I AND AS SUCH N0. DATE DESCRIPTION . ~ ' ~ 9 ~ °p°°°°°°° ~ ~ TtiESI: DRAWINGS ARE INSTRUMENTS OF 5ERV CE i'; 828-253-2796 859-27 I - 1483 0 /'y'~, CHECKED: P.~.o~L,D,B, PLAN PROFILE
AI TH PROPERTY OP THE ENGINEER, NO COPIES OR ~ ~ ~ESS1O e REM N E I 5 ! 6 PER CITY OF DURHAM COMMENTS : ~o a a~ I10 ~:i i, l r Y EP DUCTIONS OF THESE DRAWINGS ARE PERMITTED Cornelius, NC M dd es6o o, K ~ ° ° R RO SPRING BROOK DRIVE JOB N0: 30520-01 STA. 110+00 TO
~ ~ u ~ ~ u WI h THE CONSENT OP Tt1E ENGINEER. UPON COMPLETION ~ !ra 704-895-9051 606-248-6600 ~ ° SEMI. ° T OUT 2 7/10/06 PER CITY OF DURHAM COMMENTS , p 8 e
OP THE WORK ALL DRAWINGS (EXCEPT THE CONTRACT COPIES) (;raan,~nlly TN ,,.,.~.,t,.,.,,ot+.,.., ~ ~n~~g _ r SCALE: I °=4a n, I °=4' v STA. 119+03
ARE TO HE RETURNED TO THE ENGINEER www.rawjt~!anvrwn.wu s 423-639-027! 1 1 1 1 1 1 l r.L6.?-L W-e aV
Copynot 0 2005 DRAWING N0: DATE: 5-20-05
t 1= Knoxville TN ° COPYRIGHT © 2005 4 ® All Rtghts Reserved ° 865-546-5800 \
• e+e~ LEBANON TOWNSHIP, DURHAM COUNTY, NORTH CAROLINA-- FILE NAME: Const-Base 2"3
X406

10' MAX. SPACING
~ SIGN AS PER C.O.D. ~ w
v ~ NOTES; A"' ~ STANDARDS PLACED EVERY ~ ~ ~
x 1, CONSTRUCT THE WALKIPKi SURFACE WITH BLIP RE$ISTANTANCE AND A 70!f CONTRASTIf>NI GOI.OR TO THE SIDEWALK" y 75' - 100' APART IN 0 0 0
~ Y B ~Sfi CONFtN>t! T4 TRAFFIC DESIGN Sfi DB. ~~y'T1~tr~ A" CROSSWALK WIDTHS AND CONFIGURATION VAR UT a ~e~ ENGLISH AND SPANISH ~ U U
t?~ ~A S, NORTH CAROLINA GENERAL STATUTE 188•Po4"14 REGUIRES'THAT AlL STREET CURBS BEING tX}tiSTRUCTED OR RECONSTRUCTED FOR MAINTENA 'ED FlNI I~ItdYEEPlAPIGE ~ ~ ~ ~ U 4 Q
m PROCE011RES, TRAFFIC OPERATIONS, REPAIRS CORRECTION OF UTILTIE8 OR ALTERED fOR ANY REAStBi AFTER SEPTEMBER 1 iST3 SHALL ~ PROVIDE IWHEELCHAIR RAMPS FOA THE PHYSIG~ILY DISABLED AT ALL INTERSECTIONS WHERE BOTH {R11'~ Al1D GUTTER A1+~ SIGEiYAI.KS ARE ~grr~~e~~` 4~~ TENAX BEACON SAFETY o0 0 o O o 00 0 0 ~ w ~ FENCE-FLUORESCENT O _ ° o 0
W PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
~ z IH ADDITION, SECTION 228 OF THE iS7S FEDERAL AID HI Y SAFETY ACT AEOUIRES PROVISION OF CURB SON ANY' CURB CONBTR ~ p" AFTER JULY 1,1878 WHETHER A SIDEWALK PROPOSED INIT%ALLY OR %S PLANNED FOR A FUTURE DATE. ~{Y CUAB CtN~6TAUGTION ~ ORANGE (TYP.j ~ O No Trespassing ~ 0 0 O Tree Protection Area 0 O
"tN A OF 1880 EXTENDS TO INDIVIDUALS WITH DEBABiLITIE$. COMPREHENSIVE CIVIL RIGHTS !VE GIVtI RItfN1$ ~ HOOK FENCING TO O O Prohibido Entrar
tls~Y THE AaERICANS WITH DISABILITIES ACT {AD ~ PROTECTIONS SiMILIAR TO THOSE PROVIDED T PERSONS ON THE 8ASE3 OF RACE, SEX, NATIONAL ORIGIN AHD RELIGION ORDER THE GIY ~w u~~ nie ctvlL ca PREFORMED CHANNELS Zone Portsctora Para O O ~ v v ~ ~
RIGHTS ACT OF iS84" THESE CURB tU~PB HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS, ON STEEL POSTS O O Los Arboles O O 4' MIN. ~ ~
4, PROVIDE WHEELCHAIR BAT LOCATIONS AB ON THE PLANS tHl A>4 DIRECTED BY THE ENGINEER, LOCATE WHEELtAiAIR 1LCIR 00000000000
AS DIRECTED BY THE ENGINEER WHERE EkISTIN{i LIGHT POLES, FIRE HYDRANTS DROP INLETS ETC" AFFECT PLACEMENT.. WHERE TWT! RAIdPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HE%GkiT CURS BETWEEN TH~ RAB~S. PLACE DUAL RAYP$ ~$~E~E ooooOOOOOOO Qo°
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
6, PAY FOA Ai.L VARIABLE DEPTH CGNCRETE USED FOA CONSTRUCTION OF WNEELCHAIR RAMPS AS COPICRETE WHEELCHAIR RAMPS. (SG" YDS.) 00000000000 °
~ B" PAY FOA ALL DEPRESSED CtRiBB AT 9EkIEELCHAiR AS THE TYPE tXNNtB AND GUTTER USED ADJACENT TO DEPRESSED CUAB> (LN" FTr) .~~,~~~.~T,, OOOOOOOOOOO o _ N
LABOR EQUIPMENT POOLS AND INCIDENTALS r 7, SUCH PRICER AND PAYMENfiB iS CONSIDERED FULL L'OMPENSATION FOR ALL MATERIAI$a a , INCIOENTALB / / / / / / / / / / / / / / / / /
' a+ NECESSARY TO SATISFACTORILY COMPLETE THE WORK, tfy
~ 8. DA NOT EXCEED 0.08.{12:ij SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE {TRADE OF THE STREET. 2' MIN.
tTt 9. CONSTRUCT WHEELCHAIR S 40'a (9~•$arj ~ GREATER FOR DUAL RAMPS AND BO" (5'•0") GR GREATER FOR DIAGONAL RAMPS. . ~~s. ~ ~\\j \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j \\j~ q R''~%,,, ~ ~ oooo< o~li
~ ~ 1O, USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
F~ r @, 1NH ELCHAIR RAMP JOii+~ THE CURS AND AB SHlIWMf ON STD. S48<Ot" eae,oi, a ~ ~ j//j,/\\~~~/~~~///\//j//j//~//j//j\//j\// ~©~o~cESSlpy~,?y~~~
C ~ 11, PLACE A ~4 EXPANSION JOINT R11ERE THE CONCRETE E ~ 12" PLACE THE INSIDE PEDESTRIAN CRO LK LINER NO CLOSER IN THE INTERBEGTIQN BY BISECTING THE INTERSECTION AADIi, AnvII 1 ~ ~j/~ //\\\j ~ ~\~~\\i~\j/~\j/\\\ \~\\j/\//\ j o SEAL ~ o
~ W%TH ALLOWANCE OF A 4 CLEAR 21~dE IN THE VEHICULAR TRAVEIWAY WHEN ONE RAMP IS INSTALLED. {SEE NOTE 17j N ~ ~ ~ a 20119 0
~ 19. COORDINATE THE CURB CUT AND THE PEDESTRIAN C K LINES BO THE FLOOR OF THE M19EELGHAIR RAMP WILL FALL WITHIN s wITI~IN J a, ,
~ THE PEDESTRIAN GROSSWAIK LINER. PLACE DIA@ONAL RAMPS WITH FLARED SIDES SO 24 OF FULL HEIGHT CURB FALLS WITHIN -q THE CROSSWALK MARKINGS ON EA#1 SIDE OF THE FLAREB" TREE PROTECTION FENCING
~ TAUCT THE PEDESTRIAN CRO&B'tlIrAI,K A NIN% OF B FEET. A CROSSWALK WIDTH OF 10 FEET ~ GREATER IS DESIRABLE, 14. CONS iRA~LE, ~ u
~INQ V~IIGa I .PLACE FENCE AT GRADINGIGLEARING UMITLINE. FENCE MUST BE INSTALLED AND INSPECTED PRIOR TO df ~eA~1
• 1 STOP LINER N LY PERPENDIGUI;AR TO THE LANE LINES, WHERE IT IS T TANT TO INDICATE TH£ POINT BEHIND WHICH B, VEHICLE8 ARE AEtK1IRED TO STOP %N LIANCE WITH A TRAFFIC SEQNAL, STOP S%GN OR OTHER LEGAL AEQUI NT. AN AP ' ~ APNROAGH ISSUANCE OF GRADING PERMIT.
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO HE PARALLEL TO THE INTERSECTING ROADWAY.
1B. TERMINATE PARKING A MINIMUM OF 2O FEET BACK OF PEDESTRIAN OR098WALK. 2. AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF
17" PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WETH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MU1 PUBLISHED BY THE FEDERAL NIiMAYAY IU9INISTRATIQN AND THE RTH CAROLINA SUPPLEMENT TO THE MUTGD. HOL pEVICES tMUTCD) TOP50ll, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE 5AVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED.
MEET 3 OF 9 6HEET ~ DF 8
3. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRDNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION (N THE VICINITY OF THE TREES f5 COMPLETE.
NO STORAGE OF MATERIALS, FILL OR EQUIPMENT AND NO TRESPASSING SHALT. BE ALLOWED WITHIN THE
BOUNDARY OF THE PROTECTED AREA. .Q
~ _ 9I ~m _ aiBLR d~~~ x _ _ ~ TCTI FEI IL c~ '~-_piuuc d~~sin<i N.T.S. V
w+~ ~r . B
,l UTILITY STRIP a.Df BiR. ~p ~ C ~ ate" .06 lIIR. a.ot Nuc.~ O.Df iliA.)
3* N ~ ~ '``~v, l$ e96.6° ewe A~ -a.o4 Rai, ) r G ~ ~,c~ ~ ~rneR > -B 1, -@.04 44%.1 " ~ ~ 0.04 ~f.) U.~ "~Fd
N ~ ,f ~F
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a r...~~-- SECTION B-6 ~ ~ ~
~ H ~ ii rt F.,
tn~ ~ ~ Elarvva IOtt~ IaN o~ TRARBI7z0Al
`s t, ~ f- ~ f
1 ~L~,_,~.. v SAC 'j-~= O
9' a,0' s.6' 6,6' B.0°d f SECTION A'A .A
r r r T . r r"e ISOMETRIC tl IGl9. , _ BY4lX,., 4" OF ABC STONE
s' a,a' 7,6' 7,6' s.e' app gr4- I"ASPHALT SURFACE COURSE
' E 6` 6,9` 8, 1' 4.6' {B~~ SEE tp 848.x9 w~, 9 19D7E: A P~TIal9 OF 1 S' 9, 0' B.B` 6,3` 4.4' ~T~' NAY E!<Yi~ ON >~E: N4Y6KY6~glTSIOE tllf AEII
1. ~T@OTABLE WAfAAIi16 IXY~B SMALL taVER 2`•0" LQ96TR WPBi PULL AlIO7Y9 8F Tl9I Br 3.6' B, _ 6.4' 4.9'.. RpBP FLOC P$ OR BNt OEI'AIIB, 16. -
r ` 4.0" B.B` 8.6` 3.6 796: RAMP UAY BE Y tR DOLOR OB AUY COLOR NI7H A Tat OONTNABY gATIO. q-~ W 9" 4, B` 10,9` B.T' 9.4' ~r _ jS/,jy ~ . & tp
9r B<0' 90. " B,8" B.9' ~ BIBEr~L6 ~ v B 9 ~ ~ ri• ! r a r. i
PT1 B ~ DISTANCE PROS PR6%T i00E OF K - ~ I , V'y ~ TO BAS POINT OF 9k:9 Q6,9S4j f "~y 1~ ~ sEF ~~"wi ° ~~i~~ii~~~yi ~~~I~T`ii~`i~~`~~yi~i`iT Ty i~i~',
r BACK OF BIitLK DROP RE~JI91E0 POR AEL BIOI~BN61f SLOPES.
~ ~ BACK OT BIOE~d.K ORS RTiNl36Ei1 PC4P I ~+s ~ y I ~ r BIONYAI.N( SLOPF9 6,04, ~
~ C7 ~ ~ 4\, COMPACTED SUBGRADE
kMY Veil AA9A ~ VAT! • `t °w P ~,,'s:~ _,s_ti EiIPA1~I~ JOiNt ~ ti`,~ 'jf, ~ TOP 121NCHES 0
Ri 7• ~ _ _ 6 ~ , ) ^a [ur wi fGl i~ iii ~ ' +'k, I 'o -
CJ ~ ;-0.d8`A ~ ~ f TRIB PaRTiON OF I ~ f~ r
® » ~ (ZEE (ATE 18l ~ ~ EE Y ' ~ NOTE: ALL PAVED NATURE TRAILS CONSTRUCTED WITHIN THIS ~ DEVELOPMENT WILL BE BUILT TO THIS TYPICAL SECTION. 0
~a r, r ALAN VIEW BEE 99aTE6 P e~ 1 a~ €v , Q
. _ ' ? 04~'I. RMadPO ,_.E...'IE-O:li. AYY RAGA _;-ti,..:__._._
p~y . (40" NIR. FlaOR YIdOTMj . 4LM1 ir±
. - 'i,r'S"' i`,=: d~i':7'~v'if~s'`:~' ROAaNAY RddW~ >irilA01 ~ PWi ~ I L " IDE PAVE NAT IL J
r~ PLAN VIENt i
- , - out ~;~GFF~' ~ ~~YCI SHEET 1 OF 3 DETECTABLE WARNINq DOMES hNAZ. s6 RA>iIS ~ ~ l~ UJN. PLOOR ~IOTN} Fu7URE RABF ~wcA~~ p~t~ LT ATiVE L A IL L44~t BMEETAOV
~ysylg SNOT PERGIB$IBLE Fib c~NBr96sen~J _ N.T.S.
SID< CURB 1/A66A NLEP
~8 ~A
14' 1®' ~ n TOP 4F CWRB
S1D, RQLL~ C 6t C STD. STD. ttOLt~O C G
STD.GakG Asheville, NC
828-253-2796
~B TTY TRA I tON Cornelius, NC
~ 704-895-9051 ~ 0° _ D 423-639-0271
5° 5° Greeneville, TN
N®TES: 10° 10°
TOP ~ Cukg Knoxville, 7N ~ ® 865-546-5800
I . TRANSITION TO A STANDARD CURB AND GUTTER SECTION 5' O Lexington, KY
ON EITHER SIDE OF A CATCHBASIN OR FIRE HYDRANT.
STD" ROLLED G & d3 2. STANDARD CURB AND GUTTER WILL BE REQUIRED FROM P.C. O, I~11~0 C O O 859-27 I- 1483
TO P.T, OF ALL CORNERS. STD. C ~ G ITO. C ~ O J2'7°37" Middlesboro, KY 0 606-248-6600
CuR9 & GLj ER TRANSITIQN www.vaughnmelton.com
AT FfRE HYDRANT Copyright ®2005
crD~ Q All Rights Reserved
~ ,p~ DRAWN: D.R.D.
LLED CHECKED: P.E.O.IL.D.B.
~a ~ v 4
~ ~ ~ 15" JOB N0: 30520-01 ~ I e.s~sH
SCALE: N.T.S.
9 ~ R ~ DATE: 5- 18-05
e
~ Cad PO>hfi dt~' TANGpd'f ° ,tFtEEA GQNCR6iE ~ 2~ SQ. IN, FILE NAME: CP-SITE DETAILS I
r DRAWING TITLE:
POtNI' OF CURVE SID. C &s G
z~~'~° SITE ~ ~o" DETAILS
CURB & GUTTER TRANSITIONS °RA\MNG NO TER 30'° LL TYPE CURB & T
N.T.S. N.T.S. 24

H 2
K t~
Q D
95 1/2" O.C. t1/2" 49 5 " /8
(FOR 8 PANELS) LC HC
" 2 1 2"~ X 12 GA. POST 11 /
/8
GATE END POST VARIES Q
3/4"~ X 16 GA. PICKET 1 3/4" X 14 GA.
4' TALL = 40 1/2" 3 15 16" D
STANDARD ~ _ " / „ 5 TALL - 52 1/2 1 1 8
HEIGHTS ~ / 6 TALL = 60 1/2 4, 5, 6 B L
v ~ 0
FORERUNNER TM _ "
4 TALL - 40 1 /2 STANDARD 5' TALL = 52 1 " /2
. HEIGHTS 6' TALL = 60 1 2" FORERUNNER E ~ CC~ Q/ ~i~~
4,5,6 " 2„ „ 1 1/2 X 14 GA.
3 15/16 TYP.
C F 9' 11' 13' 15' 8 (LC' SE~. 7~ q A 148" 155" 161" 110" ~ 20119 8
36" B N.A. 174" 181" 188" t
2w 4 C 36" 36" 36" 36" °44~/Y D 90" 114" 138" 162° ~4 ~ °~4°°°
PICKET E 79" 79" 79" 79" ~
3/4" SQ. X 14 GA. F 32° 42" 52" 62" !1 111
G fl G 6.5" 6.5" 6.5" 8" i'!L H 99" 123"~ 147" 171" ,~~y~
N.T.S. ~ 40° 50" 60" 70" J 107" 133" 159" 185"
K 127" 147" 175" 194"
L 15" 12" 14" 12"
1
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
I~ Tt~ES: 2 DO NOT SCALE DRAWINGS.
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. LC =LATCH CLEARANCE, VARIES ACCORDING TO HARDWARE
2. FENCE TO BE 5' HIGH. 4, HC =HINGE CLEARANCE, VARIES ACCORDING TO HARDWARE. 5. ADDITIONAL HEIGHTS AVAILABLE ON REQUEST.
6. AVAILABLE SIZES 2-1 /2'° X 12 GA., 3" X 12 GA., 4" X i t GA., 6" X 3/16".
7. CONTRACTORS NOTf: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.cam/info
REFERENCE NUMBER 280-160.
96" (2438:4mmJ V
72° (1,628:8mm) ~
QNA E TAL STEEL FENCE DET AIL T DET I
N.T.S. N.T.. . S
2" x 10" ~ _ . PLASTID
58° (1473mm L~MB~
~
0 ~
(241.3i4m)
j
29" (736,6mm)
4" x 6" PLASI1C ~ n ,
LUMBER `l
T " {612.6mm) f ~
S
ELEUATI N O
C~SELECT DESIRED MATERIAL
CAST IRON END FRAMES ARE ?TREATED PINE POWDER COATED IN TEXTURE
? REDWOOD BLACK I T LE ~
? WESTERN RED CEDAR N.T.S.
? DOUGLAS FIR ® ? PURPLEHEART . W
IPE J
THE RECREATIONAL EQUIPMENT AND APPURTENANCES CUT SHEETS SH01NN
ESTABLISH THE LEVEL OF QUALITY REQUIRED. CO NTRACTOR SHALL SUBMIT SHOP
DRAWINGS OF ALL REGREATIONAL EQUIPMENT & APPURTENANCES TO DEVELOPER
FOR APPROVAL PRIOR TO INSTALLATION. CITYSCAPES PANEL CITYSCAPES PANEL
W/ ICONS (DECK)(DEfAIL~3) W/ ICONS (DECK)(DEfA1L#5) C CI SCAPES REFRONT.
THRIJ PANEL (GROUND) NEL (GROUND)(DETAll~6)
(DETAIL~4) SPACESHIP
CANOPY ARCH POST ICON ROOF HOPSCOTCH
2'-1/16" 04 004 o~ a4~01. °°°8a CLIMBER 004 ° S°~°4 pe.
0 0° 00° 0°"° 0'00 400 ~ 000 q0~0 00~ ° )1 0 DQOp
444 48' 444 boa sos° 4 60 „a s Asheville, NC
L STAINLESS aa~ 4V>oo 0°0 828-253-2796
STEEL ~ °8° IGHTNING CITYSCAPES Cornelius, NC
SLIDE CITYSCAPES « " ® 704-895-9051 CRAWL TUBES PANEL W/ ICONS
ti°°~~ 444 ADA Greeneville, TN ' ° ~°°°4° DECK AND GROUND) 0 (DECK AND RUN ;~4; STAIR POST 423-639-027 I
1 9l g 5 -0 CEN. TO CEN. 27'-s" (8.39M) (pETAIL ~1 & #2) ~ }°a8; (DEf'AIL ~7 & #8)
ARCH ~ Knoxville, TN ° 4°4°4°4°4°4 °44°4°4~°0 " 865-546-5800
4444 444 400 444 TRANSFER °°ooe ooon n ° 000 - 00°0 4°°00 0 0°0 0 0°0 0 ° °o°oo
FRQNT ELEVATION 1'-7 3/16" CEN. TO CEN. STAINLESS 480 ooh boos ~QO a;osa s;bo 0 Leumgton, KY a ~48' 044 4 44040 °0y04-°y Op STEEL w° a° ~ qso sooos ~ qo 4.TO ~°so o W/ STEP 859-27 I - 1483 `y~ ° 0 ,'}p~~p4 4 4 404 4 4p4°~ 40'y0 4 4 > 40~ 4°~00-~0
0000 0404 V00 00 0000 0 000 040 0 O"000 0°°00"OOe°0
MAIN STREET GRAND CENTRAL BENCH HAS LIGHTNING Middlesboro KY ° o° o°o o°o°°°e o00 °0°°°000000°0°0 ? '
POWDER COATED TUBULAR STEEL SLATS SIDE ELEVATION SLIDE 606-248-6600 POST www.vaughnme{ton.com
THAT MEASURE 2 1/2 x 1 . SATURN ARCH
POST ICON Copyright ~ 2005 All Wghts Reserved
• NOT S: 1. INSTALLATION TO BE COMPL.EfED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. SPIRAL _
2. DO NOT SCALE DRAWINGS. CLIMBER DRAWN: D.R.D.
3. CONTACT LITCHFIELD INDUSTRIES FOR DIMENSIONAL INFORMATION AND SPECIFICATIONS.
4. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS NOT TO BE REPRODUCED WITHOUT THE WRITTEN CHECKED:- P.E,O./L.D.B.
PERMISSION FROM LITCHFIELD INDUSTRIES, INC. AND/OR IS NOT TO BE USED {N ANY MANNER DETRIMENTAL TO THE INTEREST OF lITCHFIELD INDUSTRIES, INC. JOB NOc 30520-01
5. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info SCALE: N.T.S.
REFERENCE NUMBER 175-077A. DATE: 5- 18-05
FILE NAME: CP-SITE DEtAfLS 2
DRAWING TITLE:
C TAIL
N.T.S. • T T siTE DETAILS
N.T.S.
DRAWING N0;

_ _ _ _ _
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~ $ ~ - - - A" A* ~ IRE TYPE "E"r "F" AND 'O" W0ATE8 U86Q$8 OYIwBAWISE 1wElICATID. ~ yy ~ • S~ji ~j~ a I' W "~'pw r'R - - n h Q SF"tQr ~ ~ ~ {/Ah' FOr. pw , s ;p F~9i f"•0" IN f~SAi1T CW. LG~$ 4RF~ S ORL6G #PE! DOl1iM1 ~'8. AYER IL W ~~t"{ c, ( t ~ p1 ~~~~w '4~j"+r°~ - - - $ECTICH_~ LL SECTION • ~~p ~
Ca p.~ bS o TA 1A' 6 sN ~SAflt' IME b WA1J,$ AN6 bDTiCY ~Ai, IhGYD81 v~ px to ~ W • " J WAHTITIES AIkAA01N~Y. ' ~I ~ S'•A' x . z.W A yy
~i s ~ ~ . ~ C0>08TRIYGI' YITN PIPE OAOdN6 NATCNINO, > R ~ R 9 ° ~ FA ~j 1i w PLAN `.5~ OWTE 0011YPiNt ALl ELP08FA OOAt~pS t*. O ~ W w ~ ~ ~ ~ ~ ~ OUAO AN0 0UT9`~0 S1ITH CATCN EAEIN ON STEEP ORADEb w O Fy#; p~ • A ALI{i~l PRA~kE 'AYTH INSIDE r a ~ w• ~ ~ r + ECOE CP iYRL6 TC ALL04Y ! Y r p.0 r O ~ PC~i VEATICRL ADJUBTHEHT~ x• 9 a t , s~
e BECTI(HJ X•X DAAwIf~ NOI TO SCALE. O " Y ELEirA71G% u ~ - - ~ ~ c ~ E AN PLAY BEY"",, EMPANOION eAIINC- ~f RW66 6}i~tI9N t°;'j ~ ~ ~ O ~T~ ~ T }
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TaP sxEYATiaN m BECTIQA_v PP SECTION • Ati
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PLAN OF TOP SLAB SECTION S-S +3 ~ N t111lillilll! py P ,tIRRTE, 6 HOtlO ASS"Y N T__ r ~ ~ +ty'? ~ ~~~~~~~1 CA~~ll~i~
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Y~ SEGTT~N Y•Y SECTION B.g PLAN P (OUATEASIAK PRAT IAE HR~LE IS LOCATED 1" Or`
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OINffN81ON8 OF E0X 5~ PIPE OtI51C YAf~S OTIOMS Pik O 2 °p rl f Z FIFE BPAN WI07H DEdf, MEIQNT OONC, SN ftOX PIPE e~1 r ~
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DATE: 5- 18-05
PILE NAME: CP-STORM DETAILS
DRAWING TITLE:
STORM
DRAINAGE
DETAILS
DRAWING N0:

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~ w ~
ro
. NSS3,T-CAST IRON - OLI . COVER i I!S BENQI w A RW o
* ...;1: ' ` 4' Id ~ ~ s. . A$ DIRECTED BY ENGINEER ~ • WTr 19'+D _ E~.. i%PnxB1aN ,~aY xr 4J U
~ ' a,.f''~', Oft [NSI~C`COR... f BEND WATER MAIN ~ COFFER i~ I 1- MANHOLES SHALL ANHDLES SHALL @E' i 1 ~ w
~ NIN. ~ : , , I a a' 60R A 1 6 tN WATER giAIN P r- 5 FOR 12 8 H $ COP ER . - a' FoR aR e" D.a.W.r~, 1 I ° - 5" FOR 12°' fA f6" O.t,W.~l. , • '
. ! ~W r':?• • ' UNLESS OTHERWISI "CDR ATiDN STOP BY THE ENGINES NLE$S OTHERWISE SPECIFIED t,'' ~ 1 9 ~Y THE ENGINEER.
~ . g 2-VALVE ANO ORIFIC ALYE ANO ORIFACE ti)ZE Ta @lr B F t!°' ~ ~ rhexcaTtlax srAxaaAa ~uNa A ourYea p,~"~" r~W~x581`~Ox
'"~~'w' OETERAlINED BY TH DETERMINED $Y THE ENGINEER.
2" CORPORATION STOP ~ CONCRETE THRUST BEOCK (SEE PLANSi , " ~,.r CITY CF DURNAM STANENtR3 SEE PLANS) ` PRC~ERTYI `~s ,.4 LINE" a" A°,LOWED WITH STANDARp CUR@ GUTTER
m • ~,,ai .CONCRETE V~44TER METER 8D% Ci~1' DURFGA~f STANDARD W/i C.I, TRAFFIC COVER,
CONCRETE WATER hdEtER BOX' BRASS NINCrE, i~, w,~. W 1" C,1. TRAFFIC COViD3. NOYE~ . `•,o WC1°1RTk1860LGULTTF.R FIRE MYDRANTt FUMPER NDZPLE Tp @E Q
PIN 4~y~ ~ , FOR CURB 8 G TTER tACATE PRECAS4 OD NS 33. H -COVER , ::w METER BDIt 12~ BACH'CF CURB ---PRECAS4 DOGHOUSE CONCRETE ~ " ~ PERi~NDICULAR TO STREET. °
~ MANHOLE W{f W N TA H N ~ . ` r ~ FOR USE IN RESIDENTIAL ARE4 " FOR MANU, RI MANHOLE W{FLAT 70P 5EE SPECS. FOR MAND, REOWREMENTS, pg g p{ ~
WT,«-3O PLAN 0
METAL FBAi.IE ` " PLAN .
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,/~~q METER BOK t2" SACK OF CURB. 1" ANGLE VALVE TO 9RAOE ` , 1 a FORD AY21-444 TO GRADE Yk/@RICK ANO vatvoe~txt gIUIUII
' MORTAR - S~GA. WELDED OR APPROV. EQUiV MORTAR - B" MAK. ! ' *y..a4 ii " X11 111 .y~ ~ CAS
WIRE FgmME GROUT A5 Reo,a W ~ ~ a.~ vaLVE ~ 'i,~ YALYE 88R . 0~ .
FlN. GRADE Z"ANGLE VANE u~ ' 6LCCK TNRtlfS `1. o°~O~ 4JJloAi •9 MANHOLE CtkER b FRAME ~ $ ~ ~ ' ~Y'9 "
y FORD FV2$®iiiW 2 fd~i, C44-APPROY. EQUIV. _ o a SEAL ~ o _ ` ~ MAID a, 20119 °
1a:` 4 BRASS PLUG
N~S 33 Y + 2"-9p' BEND FIN, GRADE 1 ~ 3 ~3,. WL-i2~ '49 2 6 MIN. ~~NIN.
~ BRA$S PLUG e. :e . 3 i o ~
CRUSHED ONE 2"°9O° eEN3 ~ ; A ° R 'e 8)'AP ERIDLE ROO RELEASE ROD COLLAR {OPTIONAL) V>SRIES 111 ttt
~'0 N.C. DOT ~fi7 . + IN.. YA LYE ~ IREQUIREa)
fs 2 CORPORATK}N STOP CRUSHED STDNE -a • ~ CONC. THRUST It @LDC1pNG
~s'yr''~ 1~8 BEP13 w COPPER N,C. DDT "Gi (R°ION °RECUIRED) TE YALYE NpTES:
~ 2",CORPORATION STOP a V'B BEND tl ° ALL CONCRETE SHALE 8E 24p0 PSI A?IN.
« °4 MA 2* COPPER ` y, ~ WATER IN a; ~ * , . +~"',.:i; ^"^'f% 'b` 2-ALL HYDRANT YALYES SHALL @E RODOEO TO MAIN LINE..
3- COPICRETE PAD REDUIRED ON ALL VALVES pUT'StlpE OF PAYED AREa,ISEE DETaIL)
2O y ~-WATER AlA1N E NATION :'f a S7 CRUSHED STObE o - tltlYDRANT TO 8E SET IB" FRptlA @ACK a>' STANDARD CUR@ TD HYDRANT $ARREL OR 8" tltaStDE
IN,~TEA,;.~.~X RI N8 3A ~ GY CONCRETE PRODUers eG. ELEVAl10N ti
~ Sec sin ASSOC. WITH "BROOKS FROD: Section A-A SeC{jpn DF R/w WITH RG1L CUR@ g GUTTER. S~ HYDRANT TO $E IACATEp I<x FR(Aa P,T: tlNi P, C. AT RZyERSECTIONS AIlD DRIYETYAY5.
I E LO L TE METE S - F LY CO C I L E LV I TALL TI FIRE HYD I LL TI
p N N u F R 12" & 16~ WATER NS FOR 5l8 ANQ 1 WATER METER) (FOR 4 , 6 8 WATER MAINS) ~ 0 ) (WATER MAINS) (WITH ROLL CURB GUTTER)
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FOR 12°' WATER VALWE) TER VALWE)

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4 I ,«l,~~',a.._o i l ~ ~ r,,, a ~ 828-253-2796 ~ o~.a a
..a, .a ''o ..I I , Cornelius, NC
~ ~ °,d=e eti ~ 704-895-9051
~L a ~ ® ~ Greeneville, TN AtlS,,,r„~ TAPPING SLEEVE ~ 423-639-0271
'9~i- a~It~ ..~Fs_ d.l. ,a I I I 1 r Knoxville, TN
~ I I D ~ 865-546-5800
NOTES: t I i I ~ Lexington, KY
I ~ I 1. WATER SYSTEM PIPING AND APPURTENANCES SHALL BE INSTALLED IN T £E INTERSECT IOP! ~ ?f ~ I r 45 BEND I r ~ ~ 859-27 I -1483
ITH CITY OF DURHAM SPECIFICATIONS, ~ i I D CE W ACCOR AN 1 ~ Mlddiesboro, KY , ~ NA L YE ~ 606-248-6600
i I ~ ! 2. SEE SHEET 28 FOR CONCRETE AND ASPMALT PAVEMENT PATCHES. ~ I I r www.vaughnmelton.com
I ! ~ C, I ®tl. ` ~ ~ Copyright ®2005
I~a~~~.. I i T~--~ bY".iq I All Wghts Reserved
~,e~.'4y t 1 I
y,,, t~~~ ,,o, ( 1 1 ~ . A9FIIN
' DRAWN: D.R.D.
~~T~J. 4s~: r~i or9 ( i " ~ ~"f ` a Ct1ECKED: P.E.O.JL.D.B. °a `:ter" + _aw .
i, Concroto shall be 26pp PSI, a, ;~r .~r 1 JOB N0: 30520-01
2, Concrole sho1B not confacf Golfs or .,1`;0,.;' c,f r.. o~ r- ~
Dods ofi PAochanicai Joiaf Fiffin s 'aa•2"+d:`~'"~'°,~'~r~~.,' ~ ®i y 9. ~ ~ 3. Tronchos shaEl conform fo siondgrd o I.EVA'PIQN SCALE: N.T.S.
4. All b;ynds Gnd Int®rsocf(ans small ~ ~ DATE: 5- i 8-05
hove CanCrolo Trnsf Blachlnq, / PILE NAME: CP-WATER DETAILS
9O®B ND THRUST B~onK ~ \ AREA 1 DRAWING TITLE:
r t ~ , NaTES
~ I ~ r ~ ) - ~~aa Ps,) SDLit6 cONCREiE eEHI~p $LEWE WATER
-ii.~•,~ ~ ~ 1 z- ca~ca~TE SHALL NpT saaT`ACT @DLts DR ENDS ~ MECNAFtlICAL DETAILS T ° J4tlNT 'FtlTTINC.S.
BASE SLEEVE STANDARD TAPPING SLEEVE DRAWING N0.
TYPE VALVE VALVE ASSEMBLY
STANDARD THRUST BLOCKING VIEWS TYP9CAL SCREW TYPE VA
(FOR 40, 6" & 8" NAIVES) 8" VALVES) 27

FINISHED GRADE
MIN. PIPE DIA. 8`° MIN.
NEWV conc. Ta eE 3oaa Psi BDR€ 1 Ira" alA,° 1'-®„ INETIx1. tNSTA~txT10N 9Y CirY OR VkRIA13L4`
i° 01A. SMaaTH 8AR ~ CUT AND R£MOV€ ON CENTER ALaND CUT. , ~ ~ E>ti15T. PAVEMENT OEVEtAPEp SWA1,l, 8E Tp A P9tNT idlT!&Ifd 5' OR LE~~"8 OP ExtSTING
„ ~ ,.~•aO~N£LS U5E0 AS REOUIR£D { i• 6 ~ r ~ ~ g {3Y N.C.D.O.T. GR4vND. REMxItdOER Dl IW$TA6f.• Z xTa19a swGC,t, a1E Rr Ias.uw®ER AT ~
Or ,/,,r' aNE HALF DEPTH CONC. 1,ATER pxTE.
EXIST, CONC, t' ~ ,,fi'',~` SANITARY SEWER OUTFACES ~ N
SHALL MAINTAIN A 4' MIN. DEPTH
r. ~ .Ff p,. y t r e w
G f ~ ~ SANITARY SEWER MAINS IN STREETS (n
".•r.`••,,,b:~ •w,, ~1"- EXPANSIQId daINT MATERIAL AND ° to ~ „ ~~a'.;', ' ; i~ MASTIC SEALANT AS REOUIRED 6Y ~ ~ °X° ,q~ la SHALL MAINTAIN A 5' MIN. DEPTH °X° l10~t8[ la~otNap TG~ ~ ~ LI1
,X X • ~ 6 COMPACTED !.O ~ , THE N,C,D,O.T ST~NaARD SPEC5. 9 ° A8C STONE ~w ' 6 Ikx~r•~a~red •,y 5° Ikx~te~r~nd ~
r~ ~ Class z, at, QR ]IC MATERIAL
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IN 5 LAYERS r f ,X ~ PIPE Dlp. VA131ABLE ~
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UNDER PIPE v6" r etf° Pca a' pe9AilEaa9 9 SOlvanf aeld Gnp. \\``\`~111~Ii~l~~/,,'/'.
CON E PV T T IL PVC - PIPE ILL IL ~~°~°~~SS~°~~y9~
s ~ SEAI o =
ao P~ Appraved I!B Hsnd Sth. a0 PVC soiven~ ra4~ eye = _ 20119 ' e
Approved ~doP~ i ° o' ~
vsd dS° PVG caddis ayt ISDR 361 or w,Ta fiiiing aitn t~t6 I
GDSk¢1 $ I/4 lip only ~ ~ 111
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(TYPE I.2 I 1'_O" FEATHER, TYP. P 6~eler to: enonrne? aanum~mn ~y Il4 nad nlnvotinnr.
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~ ~ ~
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~ S£E CITY Or DURHAM SYANDARDS n *~^r v~ «`*i FOR TRENCHES ANO PIPE BEDDING TIERAL
d.,,,,.'., FaR ADDITIaNAL DETAILS. C~~r . 4 6" ~ 5T STDN £ _,J dld' ~ aN6 ~ ~E ~ o
UNDER POPE °
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SOLID COYER WHEN RE®UIRED ,t' ~ ,
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1 STANDARD LETTERS UNLESS e d d ~ .
's Q`° OTHERWISE SPECIFIED. e ~ O 0 0 ~ .
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\ ~ Asheville, NC
l ~ 11 IE I
b 1 ' , 828-253-2796 ~ D Gornebus, NC
TOP OF COYER !6 ~ Ro, w ~ cEf+~c pp ~ 704-895-905 I sTCU Wis. 4
~ Greeneville, TN
X 423 639 0271
FIRST ~C?1NT° At,t, PIR-E IN ~'RQP 'CLINNE'CT°IQN 5tIALL Knoxville, TN
iro u~R - BF ,DUCTILE lR~}N. ® 865-546-5800
1 1°e E~TI~•A ~ < ~ ® Lexington, KY
va' NOTE 1~ r ~ y 859-27 I - 1483
~AiEt,1'~i S !'ARC ~ ` ~ { , . ® Middlesboro, KY
y~"` e,.""..w.~ P'LeNT 11V V DI16N lliq N 606-248-6600 a } ~ ' www.vaughnmelton.rom
BOTTOM DF COYER JdAI'1!!0l.E W E D r!t' RAIN. AVCi'. iNT$.
r~~€ ol< cow o , . ' RIND 19O ~ Copyright ®2005 ' e t. All Wghts Reserved
COYER 12 0 ~
3 I O ',r
i I ? ~ DRAWN: D.R.D. ~ ` : ~ u
4 I gl4" 1'-ii ate" a ` 1 I ` I ` ~ ~ CHECKED: P.E.O./L.D.B. > ~m
1 ~ JOB NOc 30520-0I
i tI t ~ 1 SCALE; N.T.S.
i ° I 1 , 1 ~ o COtuCRETE
N 1 ° ~ eQ Z 1 1 "6LOCKING DATE: 5-18-05 a ~ ~ ,r ~ ~ ~ Tfl TdP tip
~ h'~ ~ ~ ' ~ 't'~'~ ~ PB,PE, x7YR;1 FILE NAME: CP-SEWERDEi'AILS
SANITARY SEWER PIPING AND APPURTENANCE HPLL BE INSTALLED IN - ~ ~ ~ s av~ 1 a ACCDRDANC Ci71' ~~F Dll~M"SP ~ I ~P~ ; m a"q ''x~ ~ •a+sr., w DRAWING TITLE;
c., III! ,wx,..n a Y• . _ S"-tEF ik' ~ yg ~ ~ SANITARY
i$' n , - 4 SEWER ~T~e~~IZaTiaN ~'~t~iv~ ~ DETAILS
c, «~a.~+~ .w.^~. ~ v ,'i3L4U1REC1.:6Y ~NGI:NE~R.~%..
DRAWING N0:
MANHOLE RING & COVER TYPICAL SANITARY SEWER MA MANHOLE WER STEPS DIAL SANITARY SEWER MANHOLE

ADD 10%TO BERM HEIGHT 10' (MIN.) POR SETTLEMENT
10.9' DIA. REBAR RING
. 4.3' RAD, 9.8' DUI. REBAR RING TOP OF BERM ELEV. = 476.25 z
POND NOTES. ~ DIR. REBARRING 100 YEAR ELEV. = 475.25 _ 85 SEEPAGE DIAPHRAGM ~ ~
1, OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76. THE PIPE JOINTS SHALL BE ACCESS GATE (CENTERED ON , MANHOLE STEPS END OF ?.1 DIA. REBAR RING I 0 YEAR ELEV. = 473.9 I 3 6ERM 3 SEE pETAIL THIS SHEEP ~ ~ ~
CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C-043 AND ASTM C-361. ACCESS GATE S~ OVEi~AAP ON 2. THE MANHOLE OUTLET RISER SHALL BE T LD., MEETING ASTM C-478R & AASHTO M•199 MONOLITHIC BASE. THE TOP ~ 8.5' DIA; REB~i R8~ TOP OP RISER ELEV. = 473.90 OUTLET STRU OUTLET STRUCTURE P ~ SECTION ~ I ~ 0 0
BE A TM -043 RUBBER GASKET JOINTS, MANHOLE JOINTS SHALL BE SECURELY 2 YEAR ELEV. = A72, i 6 (5EE DETAIL) MANHOLE JOINTS SHALL S C (SEE DETAIL) INSTALL NON-CLIMBABLE HANDRAIL ~ ~ g ALONG TOP OP HEADWALL U d d
ANCHORED TOGETHER TO PREVENT SEPARATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE MANHOLE ; 0 5' RAO I YEAR ELEV. = 471.57 NON-WOVEN GEOTEXTILE FABRIC SHAH BE PLACED Z ~ ~ ~ AROUND EACH JOINT OF RCP BARREL IN 2' WIDE 20, N.C.D.O.T. STD. 838,01 Q Q fl D
SECTION ANCHORING SYSTEM. - STRIPS CENTERED ON JOINT ENpWALL (SEE DETAIL) ~
3.OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH FAf~tICATED HINGES TEMPORARY POOL ELEV. _ .469.80 WATERTIGHT 0 0
N.C.D.O.T. STD, 840.66. TRASH RACK HATCH TO BE ALIGNED OVER STEPS, HATCH DETAIL GASKET SEAL gA{~L 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TQ RISER BASE TO PREVENT RISERIBLOCK 15 L.P. - 1112" DIA. PVC WITH INV. IN NAV~INL= 469.30 BARREL W
SEPARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION. 3 LP. SIPHON (45° BEND) , INV. OUT = 469.00 ~ U U
10,9' DIA REBAR RING 60 L.F. - 48" 0-RING RCP Q 0.50% (CL. III RCP)
' OUTLET STRUCTURE MATERIAL SPECIFICATIONS: NORMAL POOL ELEV. = 469.30 v + ~ ~ 9.8' DIA REBAR RING UPPER INV. PVC SIPHON
1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAY. UNLESS OTHERWISE NOTED. 3 , ~'`i L ( ) 8.5' DIA. REBAR RING 6 ' F- ~ _0
2, GEOTEXTILE FABRIC FOR THE 42 INCH OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE I T.1' DIA REBAR RING I d
NON-WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-dUOVEN FABRIC) 1' DIA REBAR WNG WATERTIGHT SEAL TO BE PR AT RISERlBARREL INTERPACI BHT SEAL TO BE PROVIDED ~ ~ BARREL INTERFACE PIPE CRADLE ~ I i ~ PIPE CRADLE ~
10.9LF,2'z25c114"ANGLE 112' POND INV. ELEV. = 4&3.3
BERM SOIL AND COMPACTION SPECIFICATIONS CONCRETE ANTI-FLOTATION BLOCK SEE DETAIL THIS SHEEP SEE DETAIL THIS SHEET PLUNGE POOL `LOTATiON BLOCK N.C.D.O.T. CLASS "I" RIP-RAP ~ _ N
1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL ANO COMPACTED TO AT LEAST 95 % (5EE OUTLET STRUCTURE DETAIL) STANDARD PROCTOR MAXIMUM DRY DENSITY, AT+1- 2% OF OPTIMUM MOISTURE CONTENT. NO BLASTED MATERIALS (TOP OF RISER) U2' JCTURE DETAIL)
1' SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFICANT SHRINKISWELL OR KEY TRENCH (5EE BERM 501L AND COMPACTION SPECIFICATIONS) 4° DIA. WEEP HOLES (2 REQD.) FOR DRAIN PIPE ~JTLET ~i~11~1e~0jrr
DISPERSIVE CHARACTERISTICS. GEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS FOR PLACEMENT WITHIN #4 REBAR 8' (MIN.) ~ ARO[/~~~i~
THE BERM SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE METHQDS TO BE USED FOR m'P~) #4 REBAR ~ °ooooo oOOO
PLACEMENT OF FILL 1'3~ f~'1 ;~~~°~pF~S~Dyq~y'; . ° ° .
2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TESL" SHALL BE CONDUCTED EACH 2500 SQUARE FEET PER ' VERTICAL FOOT OF FILL. CONCRETE WEDGE ANCHORS SHALL BE USED TO ATTACH STAINLE55 o°Q SEAL l~o
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW STEEL STRAPS TO CONCRETE RISER. STEEL STRAPS SHALL BE BENT 90 o° 20119
EXISTING GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENT OF #1 ABOVE. DEGREES AT CENTER OR 5HALL BE EMBEDDED 6 INCHES IN CONCRtTE N.T.S. % °°°~'N °
4. NO TREES OF ANY TYPE MAYBE LOCATED ON THE BERM SECTION. ELEVATION VIEW (WITH 6° LONG BOLT IN BOLT HOLE) TO ATTACH RISER TO CONCRETE
5. FILL PLACEMENT SHALL NOT BE THICKER THAN 8" LOOSE LIFTS. EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE BASE' LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL { X~ ~ ~l TEMPORARY ~ ~
BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. HATCH ~ ~ I k iDl 3 DIVERSION 1 STEEL FENCE ~
6. ADD 3"-4" LAYER OF TOP SOIL TO ENTIRE BERM PRIOR TO SEEDINGIMULCHING (SEE PERMANENT AND TEMPORARY 10.9 LF, 2°>e`x114 ANGLE p DIAMETER = DCB 04 ~ "'mss. ~ ~ ! ~ I (SEE DETAIL, SHEET 25) tt
BERM SEEDING SCHEDULE AND BERM SEEDBED PREPARATION). MANHOLE RISER

-I - STATEMENT OFRESPONSIBILITY: • -I ~ t'~T ~J~ ~ ~ -4 .50 ~ ~ ~ ,t
ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF TF1E • 10° DCB 03 ~ y
' IATION PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY. ~P') HOMEOWNERSASSOC ,
1I2° STAINLESS STEEL ~ --462,63 ~ ,y r
GENERAL NOTES: PLATE (TYP,) S ~ II j
1, WET DETENTION PONDS SHALL BE USED AS SEDIMENT BASINS DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE SEDIMENT FROM FOREBAY AREA WHEN SEDIMENT BUILDUP IS 1 FOOT DEEP. AT THE END OF
#4 REBAR WELDED CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED FROM POND FOREBAYS AND SEDIMENT THICKER THAN 1 FOQT ~ . ~ 1' DUL REBAR fBNG ~A~~ ~ ® ~ . ~ ~ 1, ( ~ ~ I
DEEP IN T E MAIN POND AREA SHALL ALSO BE REMOVED. (SEE NOTES) H f' 7.1' DV+, REBAR RBVG
2. NO TREES OR WOQDY VEGETATION ALLOWED ON BERM FILL SECTIONS. 8,5' DIA REBAR RING
3. BASIN TO BE CLEANED OF SEDIMENT, GRADED TO FINAL DESIGN GRADES AND PLANTED PER THE VEGETATION 8,8' DUL REBAR RING CB 01 HW : ( 9 i U
PLAN AT SUCH TIME AS BASIN IS NO LONGER NEEDED AS A SEDIMENT BASIN. STAINLESS STEEL BOITs 10.8' DIA REBAR R8d0 ~ ) s~. ti, '.4
N' ~ ~ fix:' ,
DB D PREPARATION BERM SEE E
4 HE DEEP VERADVE F ILABLE. RTES; PLAN VIEW 1.) DISK COMPACTED AREAS AND SPREAD TOPSOIL INC S 0 RSE SOIL CONDITI~IS, I AVA
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1, ALL REBARTO BE 84 REBAIL 4 ' ti ~ d 47y via, I 'N .l , r ~
3: REMOWE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND 2. ALL REBAR AND ANGLES TO BE GALVANIZED WITH A BITUMINOUS COATING
UNIFORM. 3. THE HOT•DIPPED GALVANIZED 25Q'x114"ANGLES SHALL BE WELDED TO THE REBAR TRASH RACK ONCE WELDED, ~ t ~ ~ ~ ~ ~ ~ RICK RIP~RAP ~ f I ~t I i, (SEE DETAIL 876.02,- p~ ~o
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL (SEE BELOW). THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF ) THE RISER. N.T.S. 5.j CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES i I ~ l i ~ " j ~ SHEET 3,1) V `ti ~
DEEP. 4, HATCH TO ALIGN WITH RISER STEPS.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER, 5, HATCH TO BE CFlAINED LOCKED. KEY TO 8E HELD IN POSSESSION OF PARTY RESPONSIBLE FOR MAINTENANCE 4.7'; ~ ~ / : aJL _ ~ i 6 I I ~ , PEfI°tMANENT ~ ~"`I
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. OFWETLAIdD.
8.)INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN THE PLANTING ~ ( ~ / DIVERSION 1 r'', Q
SEASON, IF POSSIBLE. IF STAfVD SHOULD BE OVER 60 % DAMAGED, REESTABLISH APPLYING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. SEED LIGHTLY WITH SEEDING EQUIPMENT ~ CULTIPACK AFTER SEEDING. GEOTEXTILE (MIRAFI 1~AI OR APPROdED EQUAL) ! ~ ~ra~ ~ ' ~ 1 I l d ~ ~ ~ ( r
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT N.T.S. ~"1 t ) V
4° PVC (SCH 40) PIPE WITH 1.0' 9.0' PIPE DIA. 1.0' 1.0' COVER IS ESTABLISHED.
TEN (10)114' DIA. HOLES PER ` .
PERMANENT BERM SEEDING SGHEDULE uNEARFOOTOFP~E (ONE EACH SIDE ) 7 ' Y
RE~IR TRASH RACK (ABOVE)
o ° o_ 00 ° Oo ° o~ ,r SEEDING DATE SEEDING MIXTURE APPLICATION RATE Ah~HORTRASHRACKTOMANH~.EWALLWITHFOUREQUALLYSPACED ° o~ ° ~ GRAVEL ~ ~y ~ ~ ~ i I ~ AQUATIC SHELF ~ v ~ ~ ~ ~ ! PLANTING SEE
FE CUE 200 LBSlAC HOT-DIPPED GALVANIZED STEEL CLAMPS. EACH CLAMP ATTACHED TO MANHOLE 0 ~ , ~J AUG. 25.OCT K31 TALL S 2.0 RISER BY 4'x1lr' CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED 0 ° e 0 0 - DETAIL, SH ET 31) ~
FEB. -APR. 15 WITH A BITUM840US COATING ! ° ° p0 ° 0
0°0 TRASH RACK ~ g Q 0° SOILAMENDMENTS (SEEDETAII) 0 0 ~ ~ ''v ~ 4's I l 9
° i o0 APPLY LIME AND FERTILIZER TO SOIL TESTS, OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 ~ o o po I p , ; i § ~ ,f~
LBIACRE 10-10-10 FERTILIZER. ° _ -
3a RECTANGUTARWEIR ~ • i .d? • L r
_ MULCH
APPLY 4000 LBIAC STRAW..ANCHOR STRAW 8Y TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A 8° (IYP.) as - _ - Y TRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 1'S o° ~ ' • a° <1.0'• d DISK WITH BLADES SET NEARL S .°m INVERT471.60 - ~ • ~ ~ - ~dC3~! w ddd W
- .A
MAINTENANCE 2' r ,i ~ ~f ~ F ~ $ ~ ~ ~ V, Y t r ~
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE iN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS T DIAMETER i
R APPLY 150 LBIACRE 10-10-10. MOW REGULARLY TO A HEIGHT QF 2.4 INCHES. MANHOLE R~ER Q (PRE-CASTSECTI~+ISj
~ STAINLESS STEEL STRAP - NURSEPLANTS PIPES SHALL OUTLET THROUGH ~ ' - ~ OUTLET STRUC~'URE ~ I ? f ' ~ i ' t ' 1 SEDIMENT BASIN 1;
BETWEEN MAY 1 AND AUG.15, ADD 15 LB/ACRE SUDAN GRASS OR 10 LBIACRE GERMAN MILLET. BEFORE MAY 1, QR 4 PER SECTION (TYP.} COMPACTED EARTH F81 WEEP HOLES IN HEADWALL ~ 1 ,I (WET D"ETEf~TION POND B~ 6,
IN . ` . _6 _ _ _ (SEE DETAIL, THIS SHEET) AFTER AUG.15, ADD 40 LBIACRE RYE (GRA j T ~ . ~ ~ ,r ~ ~ s ~ ~ n I ~r J t " ~ ak? r I, 1 ,t' r ~i
13.5 DIA ORIFICE ELEV. 48,9.8
DM'' 9 9f2" DU?, PVC
TEMPORARY BERM SEEDING SCHEDULE 0•RINGRCP ®
N.T.S. SCALE: 1" = 30'
SEEDING DATE SEEDING MO(TURE APPLICATION RATE ,
RYE GRAIN 120LBSIAC • ~ ` . . KOBE LESPEDEZA 50 LBSIAC CIRCULAR CONCRETE ' a ,;a ~ ' ~ ;a
ANTI-FI.OTATKMI BLOCK • . " ° " 838.80 MAY 1-AUG. 15 GERMAN MILLET 40 LBSIAC ' ` ~ ~ B G~' SN$TALL ALL STEPS PROTRtRlINO PROM INSIDE PACE OP STR~TURE WALL. y~'. Asheville, NC
' „ ~ ":a° NCDDT STD. 1 AUG. 15 - DEC. 30 RYE (GRAIN) 120 LBSIAC ENDY1Jdl (5EE DETAIL) 8'CEPS DIFFERINIi IN DI6~NSIOHISy OONPIOWWTIDN OR NATERIALS FRfR1 Tl~E ~ YAY ALSO BE USED PROVIDED TFfE CENiTR4DTOR HAg PiRlNISHED F-,~ rm THE ENGINEER WITfi DETAILS OF IME PROPDSED ST~PS AtND HAS REOEIVED WRITTEN APPROVAL FROM THE EN&INEER Fri TiiE (~E OF SUCkI STEPS. 828-253-2796
,5 FRONT VIEW ~ Cornelius, NC
SOIL AMENDMENTS ~ ~ ~~v_s~~ ° 704-895-9051
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LBIAC .15 • DEC. 30 INCREASE 10-10-10 FERTILIZER T01000 LBIAC . A A 10-10.10 FERTILIZER (FROM AUG ) g,~ Q Greeneville, TN
DIA ~~~~,°r 1" ~ t ~~~~w ~ 423-639-0271 ~ ~ ~ a w ~aN
-RIND MULCH TRASH RACK z 0 Knoxville, TN
APPLY 4000 LBIAC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL, A (SEE DETAIL) 18' ,~-p ~ a ~ ~ 865-546-5800 e ~ , w
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. EIPV. = 473.91 P, ~ ~ ~ ? Lexington, KY
(TOP OF RISER) MAINTENANCE ~ 859-27 I - 1483 _PLAN-. EL NATION
JAN.1-Aug. 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY °I" PLAN SIDE e ...~a.~..~,~..m- ® Middlesboro, KY
FOLLOWING EROSION OR OTHER DAMAGE. ~ 8° (rYP) NCDOT class REP RAP ~ ELE'~ATION 606-248-6600
- . ~ ° S8'Lx1b`14hr22°tHiCK www.vaughnmelton,com ~ . ~ ~ Copyright 0 2005
AUG. 15 - DEC. 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY, TOP DRESS WITH 50 LBIAC OF NITROGEN 4" ~ ~ 18' IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBIAC KOBE T DIAMETER All Rights Reserved
~qy P LESREDEZA IN LATE FEBRUARY OR EARLY MARCH. MANHOLE RISER
(PRE-CAST SECTIfN43) . a STAINLESS STEEL STRAP - . ~ R CAST IRQN ELEVATION CAST IKON ELEVAT ON ~ I~ DRAWN: D.R.D.
4 PER SECTION (TYP.) ~~.~,~~.~.1~~ w..w-..u-._-..~.,.~. ~ CHECKED: P.E.O.IL.D.B.
(SEE DETAIL, TH18 SHEET) DLA.
BARREL INd. 8J = 469.30 •R#+IQ RCP ~ m H " ~ t - ~ ~'T ~ o JOB N0: 30520-01
,A 0' v ~.A~ ~alv D. ~ ~ ~ ~ m _ ~ _ SCALE: A5 SHOWN
15 L.F. -1112° DIA. PVC WITH ~ °y 3 LF. SiPFION (45° BEi~) 30° p1A, O-RING RCP ~ P r- z ~ DATE: 4- 18-05
NORMAL POOL ELEU, = 4~.~ 1D ~~i~ ' ~ P4.L~~Y ~ ~ FILE NAME: Const-Base "i ~ ~ SIDE ~,PlA9rIG SIDE ~ DRAWING TITLE:
~-r ; r_ ~ : UPPER INV. DIP SIPF~N 1 , : LINER: CLASS ° I" RIP RAP . ®~o J . ' ~ • 22 THICK WITH 4° FILTER ~F't'TiON A-A ~ .h
~ ~'~'s? 1 ~ e BLANKET (SEE NOTE) @' ~yaff j: :d ~ , ~+---4 ~ ° ELtxAtPaSITeON PLAPt ELEUATION ~
. ~ 9 d • r - ®Y < v 1~ ~ ~ ~ POND B Y ~ REINfDRCtl~3 sTEEl DETAILS
o 'r _ _ a ~f ~ ° ~ r ~ r r
rierui ae rx~r.R~rE 5ECTtCiN 14.9 ~ ~ ~':_~LEVATION ~ ncenu~n ~ 12" ~ 00 U5E IN
ANTFFLOTATION BLOCK A NGTFU FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUN©ATION. SAWARv S A Les. MiEFT 9 Of 1
SIDE VIEW THE FILTER BLANKET WILL CONSIST OF A MINIMUM a TMCK LAYER OF STONE (HGDOT #67)
UNDMAM WITH MIRAR FILTER WEAVE 700 OR APPROVED EQUAL. 840.06 SECTION ,R'A 840.6 DRAWING N0;
DRAINALi N.T.S.
U IL N.T.S. N.T.S.

POND NOTES: ADD 10% TO BERM HEIGHT 10' (MIN.) FOR SETTLEMENT
1.OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C75, THE PIPE JOINTS SNALL BE
CONFINED O-RING RUBBER GASKET JOINTS MEETING ASTM C-443 AND ASTM C-351. 4 3, ~ 10.9' Dla REBAR RING TOP OF GERM ELEV, = 490.90 ~Z
2. THE MANHOLE OUTLET RISER SHALL BE LD., MEETING A5TM C-478R & AASHTO M•199 MONOLITHIC BASE. THE 9.8' Dla REBAR RING 8.5 Dla REBAR RING 100 YEAR ELEV. = 489,88 - MANHOLE JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE SECURELY A~~ ((CENTERED ON SEEPAGE DIAPHRAGM Z ~ ~
R I E P N I MANHOLE STEPS END OF 7.1' DIa REBAR RING TOP OF RISER 0.EV. =488.75 ANCHORED TOGETHER TO PREVENT SEPARATION. CONTRACTO SRS 0 S BLE FOR DESIGN OF THE MANHOLE AC(~5S GATE OVERLAP ON 3 BERM 3 5EE DETAILTHIS SHEET 0 ~ ~ W
10 YEAR ELEV. = 488,67 OUTLET STRUC! SECTION ANCHORING SYSTEM. TOP OF 8,5' Dla REBAR RING ~OUTLEf STRUCTURE I I~ SECTION I ~ 0 0 Q~
3.OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE UV ACCORDANCE WITH 2 YEAR ELEV. = 487.20 (SEE DEfAILJ (SEE DETAIL) INSTALL NON-CLIMBABLE HANDRAIL ALONG TOP OF HEADWALL N U 4 40.0
N.C.D,O.T, STD. $40.66. TRASH RACK HATCH TO BE ALIGNED OVERSTEPS. NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED w ~ ~ ~ AROUNp EACH JOINT OF RCP BARREL IN 2' WIDE 45, N.C.D.O.T. STD. 838,01 O Q ~ _
TATION BL CK SHALL BE INTEGRALLY ATTACHED TO RISER BASE TO PREVENT RISERIBLOCK ~ 0.5' RAD. I YEAR ELEV, = 486.65 4. CONCRETE ANTI-FLO 0 SEPARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION. TEMPORARY POND ELEV. = 484,60 STRIPS CENTERED ON JOINT ENDWALL (5EE DETAIL) ~ 0 0 ~
FABRICATED HINGES WATERTIGHT HATCH DETAIL GASKET SEAL BARREL BARREL ~
OUTLET STRUCTURE MATERIAL SPECIFICATIONS: 15 L.F. - I 1/2" DIA. PVC WITt1 INV, IN = INV. IN = 4&}.00 BARREL W ~ ~
1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAY UNLESS OTHERWISE NOTED. 3 L.F. 51PHON (45° BEND) ( ) INV. OUT =482.60 ~ U V ~
2. GEOTEXTILE FABRIC FOR THE 42 INGH OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE 10.9' Ola REBAR RING 140 L.F. - 42" O-RING RCP Q I A~ (CL. III RCP) ~ ~ U TOP EIEV, = 482.4
NON-WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-WOVEN FABRIC) NORMAL POOL ELEV, = 484.00 p 9.8' Dla REBAIt RING UPPER INV. DIP SIPHON ; , ,
3 6 v ~ ~ O 0
BERM SOIL AND COMPACTION SPECIFICATIONS s.5 DIaREBARRINc .1' DI REBAR RING I ~ I 1 a , i Q _ _
1, ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 95 °h 1 ~ WATERTIGHT SEAL TO BE PRO' f SEAL TO BE PROVIDED ~ ~ sRREL INTERFACE I I PIPE CRADLE
STANDARD PRO TOR MAXIMUM DRY DENSITY, AT+!- 2% OF OPTIMUM MOISTURE CONTENT. NO BLASTED MATERIALS AT RI5ER18ARREL INTERFACE C 10.9LF,2'x2"x1f4°ANGLE ~ POND INV, ELEV. = 478.0 SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFICANT SHRINKISWELL OR 1f2 . PIPE CRADLE I I ~ 5EE DETAIL THIS SHEEP
RI TICS. GEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS FOR PLACEMENT WITHIN CONCRETE ANTI-FLOTATION BLOCK DISPERSIVE CHARACTE S )TATION BLOCK 5EE DETAIL THIS SHEET PLUNGE POOL 0 - a m
THE BERM SECTION, THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE METHODS TO BE USED FOR (TOP OF RISER) 112' (5EE OUTLET STRUCTURE DETAIta 7URE DETAIL) N.C.D.O.T. CLA55 "I" RIP-RAP ~
PLACEMENT OF FILL i~ KEl' TRENCH (5EE BERM SOiI AND COMPACTION SPECIFICATIONS) 4" DIA. WEEP HOLES (2 REQD.) FOR DRAINPIPE OUTLET \\~~iIIB 111111J~~
2, IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 25~ SQUARE FEET PER #4 REBAR ' VERTICAL F00T OF FILL (TYp,) 8'(MIN.} CA1Po ~~i~
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW 1.3' ~ ~ RPE•,BAR m) NOTE: ~ ~~i
EXISTING GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENT OF #1 ABOVE. (I 5' WIDE~SERVES AA5 LEVEL SPREADER ~ ~ ~oQ~oF~.SS~o~l~y~'
TYPE MAY BE LOCATED ON THE BERM SECTION. 4. NO TREES OF ANY ° CONCRETE WEDGE ANCHf)R5 SHALL BE USED TO ATTACH STAINLE55 o SEAL o
5, FILL PLACEMENT SHALL NOT BE THICKER THAN 8 LOOSE LIFTS. EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE STEEL STRAPS TO CONCRE?E Rt5ER. STEEL STRAPS 511AU, BE BENT 90 °0 20119 0
LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL. SHALL DECREES AT CENTER OR SHAU. BE EMBEDDED 6 INCITES IN CONCRETE BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. ELEVATION V{EW (WITH 6° LONG BOLT IN B(ll.'P i101E) TO ATTACH RISER TO CONCRETE N.T.S. '°°F ~~,o
6. ADD 3°-4° LAYER OF TOP SOIL TO ENTIRE BERM PRIOR TO SEEDINGJMULCNING (SEE PERMANENT AND TEMPORARY BASE.
BERM SEEDING SCHEDULE AND BERM SEEDBED PREPARATION).
HATCH 2. / I ~l ~~BEr
STATEMENT OF RESPONSIBILITY: 1o.9L.F,2°x2°~tr4°aNGLE T DUIMETER ~°---•°'1
ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE ~
HOMEOWNER'S ASSOCIATION, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY. , •
1:.
GENERAL NOTES: 1a°
D EDIMENT BASINS DURING CONSTRUCTION. CONTRACTOR SHALL 1, WET DETENTION PONDS SHALL BE USE AS S
REMOVE SEDIMENT FROM FOREBAY AREA WHEN SEDIMENT BUILDUP IS 1 FOOT DEEP, AT THE END OF EDIMENT THI KER THAN 1 FOOT 112" S1'A4NLESS STEEL CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED FROM POND FOREBAYS AND 5 G
PLATE {TYP,) DEEP IN THE MAIN POND AREA SHALL ALSO BE REMOVED. f
L E TI NS. 2, NO TREES OR WOODY VEGETATION ALLOWED ON BERM FIL S C 0 I tv N
3, BASIN TO BE CLEANED OF SEDIMENT, GRADED TO FINAL DESIGN GRADES AND PLANTED PER THE VEGETATION ~4 REBARWEIDED 1' DIA, RF.BAR RING • k r Ana ~ 4 4 1J~1 ' 4 90.5 ` ~ ~ ` ,1 ~ ~
PLAN AT SUCH TIME AS BASIN IS NO LONGER NEEDED AS A SEDIMENT BASIN. (TYP.)(~E NOTES) c • 7.1' OIA, RE&4R RING r
8,5DUL REBARROJG ~ ~ ~ ~ 6 ~ ~ 4 ~ ~ ~ ~ w ~ r
9.s' D!a REBAR ' CB 380 ~ ~ ~ ~ ~ .
STAINLESS STEEL BOLTS f 10.9 as REBAR RING 1 I~ D~ ~ ~l ~64~'~~~~~~ \ `5 • P4h~~ • }4'441 ~ ~u ~ O O`/0 O ~~~'6, .

' .
PARATION BERM SEEDBED PRE
NOTES; PLAN VIEW ~ 1,) QISK COMPAGTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1, ALL REBARTO BE #4 REBAR
3, REMOVE ALL LOOSE ROCL(, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND 2 ALL REl~RAND ANGLES TO BE GALVANZED W1TW A BITUMINOUS COAT9VG { p/ iij Y W'~py,@ i4 ~ Y "~~w:,~y~~ ~ ` \ '~t ~ ~ ~q i i g P f _5ia?.Nax '4 5 I ~t'' . . '~°G. §
UNIFORM. 3. THE HOT•DIPPED GALVANIZED 25f!'xt14° ANGLES SHAH. BE WELDED TO THE REBAR TRASH RACK, ONCE WELDED, ' ! 4. APPLY AGRICULTURAL LIME AND FERTILIZERUNIFORMLYANDMIXWITHSC4L(SEEBELOW). THE ENTIREASSEMtB.YSHALIBEPIACEDOMOTF~MANHOIERISERWITHANGLESSITTINGDIRECTLYONTOPOF r'
) THE RISER ,T„ ~ ~ 5,) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES N S SR
DEER 4. HATCH TOALIGN WITH RhSER STEPS,
6.) SEED oN A FRESHLY PREPARED SEEDBED AND COVER. ss SSI~i OF PARTY RESPONSIBLE FOR MAINTENANCE AD
7. MULCH IMMEDIATELY AFTER SEEDLNG AND ANCHOR MULCH. 5, HATCH TO BE CHABVED LOCKED KEY TO BE HELD IN PO E ) OFWETLAND, ,AREA ,AREA PTO ALL ~ ' ~ ~ ~ ~ ~
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BEOVER 50 /o DAMAGED, REESTABLISH APPLYING ORIGINAL LIME, ~G
, FERTILIZER AND SEEDLNG RATES. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. dr ,r ~ ~ ~ . ~ e ~ ~ ~ ' Q~
N.T.S. GEOTEATiLE (MIRAfI 1~d OR APPROVED EQUAL) ~ ~ 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT ~ ~ ~ ;'~1 ~I~''~.
COVER IS ESTABLISHED. 4° PVC {~H 40) PIPE WITH 1,0' 1,0° PIPE DIA, 1.0' 9.0'
TEN {10)1!4° DIA. HOLES PER r ~ f~ ~ LINEAR FAT OF PIPE '
(ONE EACH SIDE) ~ g,
PERMANENT BERM SEEDING SCHEDULE #4REBARTRAS41RACx(ABDVE) - 0 0 o p o ~ 0 0 000 0 )
ANCHORTRASH RACK TO MANHOLE WALL WITH FOUR EQUALLY SPACED a o a n ^n o ~o GRAVEL HOT-DIPPED GALVANIZED STEEL CLAMPS, EACH CLAMP ATTACHED TO MANHOLE b '0.J ~ ;,~r,:: I
2,1r I SEEDING DATE SEEDING MIXTURE APPLICATION RATE RISER BY4'xtf2'C~ICRETEANGiORBOLTS,EACHf;LAMPTOBECOATED 4 g 0
K31 TALL FESCUE 200 LBSIAC WITHABITUMINOUSCOATING ~ o° 0 p0 0 AUG. 25 - OCT o ~OC~ ROCK RI~'RAP ~ ~ ~ ~ ~ ~ ~ ' ~ ~
FEB. -APR. 15 0~ 0 TRASH RACK ~ 0 a
(SEE DEtAIL) 0 ~ i oo Q o~ SOIL AMENDMENTS o V. ~ 'S..~. x, ~ t z
OIL TESTS OR APPLY 4000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 1000 a APPLY LIME AND FERTILIZER TO S ~ 3 4 ~ S f
LB/ACRE 10.10-10 FERTILIZER. WEIR Q : • RECTANGU ~
8° _ e ~a~~ r ~ r ~ ~ *~ue
MULCH 4,5 a ° d a . d g._m - • iii. 5.. y4i
,APPLY 4000 LB1AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A - - m..r - ' INVERT .80 • • ~ ` ~ • a ,'a ` ` _ I BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL DISK W TH
7 7 T DIAMETER D'~ TEMP6RARY 5~w~, r ~ ~ A ~
MAINTENANCE ~ MANHOLE RISER
M LCH FREQUENTLY, REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS ` (PRE•CAST SECTKNVS) • G~NCRETE S IN3PECTAND REPAIR U CRADLE ~k~y eS~ALE ~ I ~g r »:}„'r: ~ t ~ ~ k p
OR APPLY 150 LBIACRE 10-10.10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. ~ STAINLESS STEEL STRAP - 4PER SECTION P.) PIPES SHALL OUTLET THROUGH 5 106`` ~ • i ~ a~ ~ ~ ~ n r.•
~ COMPACTEDEARTH Fill WEEP HOLES INHEADWALL r~ NURSE PLANTS ' . _ (SEE DETAIL, THIS SHEET} ~r: SE~1~~EN~'~~~AShNae~2 ~ ~ ~ r ~ ~ r~=::: r, ~ ~ ~
BETWEEN MAY 1 AND AUG.15, ADD 15 LB/ACRE SUDAN GRASS OR 10 LBIAGRE GERMAN MILLET. BEFORE MAY 1, OR ~7
LBIACRE RYE GRAIN . ° AFTER AUG.15, ADD 40 ( ) 18 Dla ORIFI(2: ELEV.484,~ .VET ~ETEN`T~ON :r r • ~ ,.m. ; r..v.. ~ r ~ ~
42' DIA. ~ ~ 04i1N0 RCP 1.5 Ola PVC ELEV, 484 ~ w h~ ~ "~`SI ~ '~k r
Ty • . ic+~~ MH 26 j V
TEMPORARY BERM SEEDING SCHEDULE N'T'~'
.a
•b ° . •0, ' SEEDING DATE SEEDING MIXTURE APPLICATION RATE CIRCULARCONCRETE " ° ' ' < ' a, ~ /
( _ RYE GRAIN 120 LBSIAC ANTI•FLOTATIONBLOCK ~ • • ' JAN,1-MAY 1 ) ~ ~ ~ ~ I A ' H .r,.„ ; ~ ~ ~ Asheville, NC
; a> , • ' ~ NCDOT STD. 836,Q1 KOBE LESPEDEZA 50 LBSIAC Ems. (gam Dl;T+VL) ROCK ~RIPRAP ~ ~ r r ~ Szaz53-2796
MAY 1- AUG,15 GERMAN MILLET 40 LBSIAC FRONT VIEW C~IAN~ L ~ a~ ~ ~1 ~ ~ ~ ~ ~ I ~ ~ ~ ~ Cornelius, NC
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LBSIAC ~ a ~ ` i 1 di x( ~ I ~ ? 704-895-9051
A A SOIL AMENDMENTS ; °c, .i ~ ~ r ~ ~ ~ ® Greenevdie, TN 105
IL TESTS OR APPLY 2 000 LBIAC GROUND AGRICULTURE LIMESTONE AND 750 LBIAC 42 Dla . 'r'; FOLLOW RECOMMENDATIONS OF SO , 1 ( ~ a ; 423-639-0271 : I~ ~ I ) ~ }.rf ® ~,n ® Knoxville, TN
- DE . 30 INCREASE 10.10-10 FERTILIZER T01000 LBIAC . y R • ~ 10-10-10 FERTILIZER (FROM AUG.15 C ) TRASH RACK ~ t ~ ~~16 CITY OFD DURIiAM ~ ~ ~ o pUTLET ~ ~ 1 ~ 865-546-5800
(SEEDETAlL) ~ . P''' ~;„y STORM EASEMENT r ~ E 1 ~ ;STRUCTURE ~ Lexm ton,
MULCH ~ I ,1 ) ~ ~ j r ~ 859-27 I - 1483
TRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTHdG OR A MULCH ANCHORING TOOL. A ELEV. -488'75 APPLY 4000 LBIAC S ~ OF tB.SER • ED AS A MULCH ANCHORING TOOL ~ ) DISK WITH BLADES SET NEARLY STRAIGHT CAN BE US E~~'-€~~;; 6. ~s ~ 1 k!$ t Middlesboro, KY
k. °r i ~~a ? 606-248-6600
8° NCDOT RIP RAP MAINTENANCE „ w ' IS'wx22`THiCK ~ r ~ i~ ~ ~ ~ ~ ~I~~~i~ ~ ' ~ i ~ ~ " ~ ~ ; ~ X~~ www.vaughnmelton.com
JAN.1-Aug,15: REFERTILIZE IF GROWTH 15 NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY w . • ° 2B ~ ° 8 ~ ' ~~~y~~E~ I~~ ~ ~ 16 CITY 4F DURHAM ~ ~ ~ Copy~~gnt~2oo5
FOLLOWING EROSION OR OTHER DAMAGE, 4 flLTER ~ T DIAMETER Qq~ P All Rights Reserved ~ ~ STQRtu~ EASEMENT ~ I 14
AUG,15 - DEC. 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY, TOP DRESS WITH ~ LBIAC OF NITROGEN MAM{0~ RISER I
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH ~ LBIAC KOBE (PRE-CART SECTKN4S) . IN MARCH,
EBRUARY OR EARLY MARCH. ~ STAINLESS STEEL STRAP - LESPEDEZA IN LATE F ~ 4 PER SECTION (TYP,) a ~ DRAWN: D.R.D.
(SEE DETAIL, THiS SHEET) ~ ~ ~ ~ ~ CHECKED: P.E.O.lL.D.B.
. BARREL INV. IN = 484.E 0-^RiNg RCP JOB N0: 30520-01
5CALE: AS SHOWN
15 LF. • 11f2' Dla PVC WITH ~ 3 LF, SIPHON 45° ~Nt1 ° ( ) 42 Dla OdtING RCP DATE: 4-! 8-05
SCALE: 1" = 30'
NORMAL POOL ELEV, =484,00 ' ' FILE NAME: Const-Base ~ a
UPPER INV, DIP S~HON LINER; CLASS ° I° RIP RAP J 1 • ~ ; • ' ` . • . 22° THICK WITH 4° FILTER °'A 1n .h DRAWING TITLE:
1 'd ' 7 1: .e . a • ~ ~ BLANKET (SEE NOTE) ~ ~ ~ POND D
..~e • 1 DETAILS
II
MacanaRCx~ca~ ~ 10,D' I.~:Q
ANTI-FLOTATION BLOCK MUM A FILTER BLANKET 6 TO HE INSTALLED KNEEN THE RIP RAP AND SOIL FOUNDATIOM
SWE VIEW THE FILTER BLANKET WILT. CONSIST OF A MINILIUM V TWCK LAYER OF STONE (NCDOT #97) DRAWING N0,
UNDW"N MH MIRAFI FILTER WAVE 700 OR APPROVED EQUAL
N.T.S. I.T.S.

Of as ~ °9'N `HJI3i~E! Qua 'Q`N `N9I3'NtlN '0'N "H9I31W IDIH .40 NOISIAI€1
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a ,s DEPT. DF TRAP~RORT~ ~ FQR $INOLE 18 THRU°fa PIFE • 9D SYtEw DIVISION OF HYO#AN OF TRANSPORTATION !ISION OF HIG AYS
RALEIt#i, N.C. RALEIGH, N.C.
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W ~ PEE S~~G NORTH GRRULINA ~s ~ ~E~,E NORTH CAROLINA Ca ~ DEPT. OF TRANSP~T NORTH CAROLINA OF TRANSPORTATION
~r+x D~1'. OF TRARSPORTAT'ION „ ~C~Et~ E~ ALL SI C~PTe OF TRANSPORTATION D E PIPE C~LYE~TS DIVISION OF HiGH~ ~~LE PAP GUL E DIVISIONI OF HIt~'VAYS ~ U~ PIPE GU~YE~'fS OF HIGHt~AYS ~ ~ n Q RALEI{>'~I N.Ce IISION OF HIGHWAYS RALEIGH, N.C.
~ n ,r ~ DIVISION W 15 T~{RiJ 48 PIPE - 94 SKEY6 y J 16 THRU 48 PIPE - 80° SKEIN RALEIGH, N.C. W 15" THRU 48°` PIPE - 90° SKEIN RALEIGH, N.G.
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rn y ~ rn ? ? ? ? ? /i N0. DATE DESCRIPTION )ESCRIPTION
G Z RI z n ~ ~ ,f \ 000000000 ~ D ~ ~ ~ D ~ ~ ~ i 000 o0a O z z ~ rn - o ~ ~ ~ ' " ~ ~ o p ~ ~ ! 511 06 PER CITY OF DURHAM COMMEP JRIIAM COMMENTS
0 0 ~ d ~ ~ Q- C7~r Ol N~ On ND I-a Z 0 -i ~ c9 ~ ~ Ql ~ C4 x Ut ~ U1 (D °A 0 ~ ~ ~ ti~~t 'J
0 tJ11 ~ -rr~ ~ z ~ ~ ~ m N c~ ro~ in ~ ~ 3 p, ~ N m C~ ~ p ~ Non _ 2 7/ f 0/06 PER CITY OP DURt1AM COMMEP JRIIAM COMMENTS
~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ o ~ ~ ~ ~ ~ ~ ~ `_1 ~ r ~o 3 9i! !/06 REMOVED LEVEL SPREADER DE -L SPREADER DETAIL PER W COMMENTS
~ - N N 0 p co _3 N. 0~ N. f ~ ~ po ~3= I 11A
CD ~ Q. ~ ~ ~ . LEBANON TOWNSHIP DURHAM COUNTY NORTH CAROLINA