20030710 Ver 2_Site Plan_20060811

36" REFLECTIVE ORANGE
SAFETY NETTING HOOKED 24 x36 SIGN P05TED ON ONTO PR F RM N
s FENCE. SEE NOTE "D" BELQW E O EQ CHA NELS METAL. POST ® 8 FOR LABELIN QN METAL PQST. G TAL POST ® 8' O.C.
/ '1. , METAL P05T ~ 8' O.C. mo'
WIRE MESH, ATTA WIRE STAPLES (A IE MESH, ATTACH WITH O I tE STAPLES (ALTERNATE)
~ ~ i „ ° 32 7 37
i ~ 1, w~
- ~ r , IN r ~ S E 5 D cuRe LE R U 1T IA s 5 5 ~ 1 U
1 1 10 D TOP OF CURB 1. SINGLE FAMIII OR DUPLEX DEVELOPMENT. ~U
TRANS. Tp HpLL C A p TTNNS, Tp Rpll G& G J a 1 ~ I , I . ~ ~ II I_II _ Il~iii~~i~a~ i_ {
OP STREETS OR CUL-DE-SACS ~ 37,5 R 2. STREETS ARIA SHORT LO STD. ROLLED C .dc G 5T0, ROLLED G & G ~ BOC I ..;,.::r,i~li ~i~i~.iik,.lim~fll=ll1-111-.~II~ I,::.i,~.--.G~: .,-1E1=111 I~T~I~liii•° III III lllili1:7 w a. u- (D
SERVING A Iv1AXIMUM OF THIRTY DWELLING UNITS. STp. C & G _ 1, ~
N 1 C) A STANDARD SECTION 5' ON EITHER SIDE UR TT R TRANSITI N 3, TRANSITIO C B & GU E , il{{_ , ..~(?~--!~-==Cr-~l:1~~:1.1-~11~--~il;;_ II.~~;;~;~:Iii::-1ii~:i11-~:i~i~III.WII ~:il ~.._~~i.~.
OF A CATCH BASIN OR FIRE HYDRANT. AT CATCH BASIN f Illw IM-IJ~. ;IJ1.-l f l w ll i:-:1J.k-~j•1; -1,1.1.~111~~11~.-:11,1.-(I f~:.Il~.-.li,. =.l ll..:.?11.:111-~ E :=1.~=.I1 •~_~-~I!h::Ili ~E11-111 III_~~III--:~)I ail III lil -illm.lli ~li.::.llf. Ill !IL, If. _.~:.a11.-: ON w >
URB AND GUTTER WILL BE REQUIRED FROM 4, STANDARD C Ii ~.~ll;;~~l1;;;M1l.,~~II( ;Ilr;lil; -i~-..~1;_-.:Ilf:~lll-~IiI-!.I.::411:.=X111:.11.1:.X11!~~rlll:::~ll_-~II::::~ll~Ifl -fir ii ii n ,u ni- i~ i,i»-ir, iii iir ur 1~i iii iii-ii,--iir ry ~a
_ 5~ 5~ PC TO PT Oh ALL CORNERS. ~ , 10 10
5, THE MAXIMUM SPACING BETWEEN CATCH BASINS IS 500 OR WHERE TOP OF CURB - Fly' ~ 6,6 R z
THE MAXIMUM GUTTER FLOW EQUALS 10 CUBIC FEET PER SECOND, F I_ s. ro ~u c d c iRANS• Tp Apll c e, c ~Q j ca ~ 25
~ 1 6. METER BOXES, VALVE BOXES, MANHOLES, ETC. MUST BE 6.5 OFF THE STD, R~LLEO C ac G „ 5TD. ROLLED C & G 6 A INSTALL TREE PROTECTION FENCING AT TH AM T .25% ) E S E IME A5 THE EROSION 3O SLOPE R ' CONTROL MEASURES. MAINTAIN FENCING UNTIL ALL GONSTRUCTION IN THE
BACK OF' CURB OR BE ENCIRCLED WITH A 6 THICK CONCRETE SLAB, STD. C & G ( VICINII'f OF THE TREES IS COMPLETED,
1$ ON ALL SIDES OF THE FACILITY, C TT R RA ITI N VARIES ~1RB ~ ~u .,~.L ~S 0 ~ 81 NSTALL TREE PROTECTION FENCING ALONG THE ENTIRE LENGTH OF THE AREA CONCRETE = 25D SQ. IN. PROPOSED CLEARING LIMITS AS DENOTED QN THE PLAN.
7, DRIVEWAY SLABS MUST UTILIZE STANDARD CONCRETE FLARES AT AT FIR : HY RANT BOC
ENTRANCES. 5TD, ROLLED ,,r I I C) LOCATE TREE PROTECTION MEASURES SO THAT THEY MAINTAIN A 6 FOOT RADIUS AROUND EXISTING PLANTS OR PROVIDE A 1 FOOT RADIUS FOR
~ R C&G SUBJECT 70 APPROVAL OF CITY ENGINES I EACH 1 INCH DIAMETER OF TREES MEASURED AT A POINT 4-1 2 /
' 4O~ RIGHT-QF-WAY p, FEET ABOVE GROUND), WHICHEVER 15 GREATER. 28"33'3" „
~ 0 ~ ST& DOLLED D) POST A SIGN ON THE FENCING STATING: TREE PROTECTION AREA NO TRESPASSING" 30 AND ZONA PROTECTORA PARA LO5 ARBOLES/PROHIBIDO ENTRA .SPACE SIGNS I0 COPYRIGHT 2004 THIS DOCUMENT AND THE
w o~ C n EVERY 75-100 FEET. DESIGN ARE THE PROPERTY OF
~ do E) AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE RL. HORVATH ASSOCIATES, INC
~ D. ~ ~ AROUND A TREE OR THE STRIPPING OF TOPSOIL, MAKE A CLEAN, SHARP, VERTICAL CUT AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS
0 AS OTHER EROSION CONTROL MEASURES ARE INSTALLED, INSTALL THE TREE PROTECTION FENCING ON THE SIDE FARTHEST AWAY FROM THE TREE PROHIBITED
~ ~ ~ C~ POINT OF TANGENT TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE
VICINITY OF THE ,TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EpUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE PROTECT A
POINT OF CURVE 5TD, C & G ED REA.
F TREE PROTECTION FENCING MUST N A ) BE I ST LLED PRIOR TO ISSUANCE OF ANY PERMITS,
,CURB t U' A IN R TI N
NO SCALE NO SCALE
C 18 Q rro SCALE z
NO SCALE
5
0m
AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING, OTHERWISE, DO r- 00 LI
NOT PRUNE TREE AT PLANTING EXCEPT FOR ~ , I o
SPECIFIC STRUCTURAL CORRECTIONS I NOTE. PRECAST UNITS ~ ACCEPTABLE W/APPROVE :AST UNITS ARE o W/APPROVAL N x J
j e p0 NOT WRAP TRUNK; MARK THE NORTH SIpE p0 NOT STAKE TREE5 EXCEPT WHERE SPECIFIED OF CITY, 93' RIGH -OF-WAY
e OF THE TREE IN THE NURSERY AND LOCATE BY LANDSCAPE ARCHITECT, IF STAKING IS ~ TO THE NORTH IN THE FIELp NECESSARY, USE TWO OPPOSING STAKES WITH eACK To BACK WEEP HOLE L<L W
1, WHERE SEVERAL TREE5 WILL BE PLANTED CLOSE TOGETHER SUCH THAT SEPARATE FLEXIBLE TIES, REMOVE STAKING AT
THEY WILL LIKELY SHARE ROOT SPACE, T{LL iN SOIL AMENDMENTS END OF FIRST GROWING SEASON, TO A DEPTH OF 4-6" (1O-1S CM) OVER THE ENTIRE AREA. TRUNK FLARE ANA TOP OF ROOT Z.OS~ SLOPE 2.09 SLOPE CUT SLOPE X t 3llmi
BALL SHOULD BE AT GRADE IN WELL j 2. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO 2 (5 CM) BARK MULCH; DO NOT PLACE MULCH ~I LLJ P^
DRAINED SOIL, UP TO 4 INCHES (10 CM} IN CONTACT WITH TREE TRUNK PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT ABOVE GRADE IN POORLY DRAINED SOILS 30" ROLLED 30 ROLLED VARIES SEE PLAN ~ CURB CURB „ MIN. 30 PIPE O.D. 0) qt CT)
OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. s ' . rucr + 12 MI N 07
4" 10 R H NFIRM THAT WATER DRAINS OUT OF THE SOIL• ( CM) AISED RING OF SOIL TO DIRECT 3. DURING THE DESIGN P ASE, CO ~ WATER INTO ROOT BALL -ESPECIALLY IMPORTANT FALL SLOPE MIN, 30 07 CO v
USE LOWERED PLANTING HOLE DEPTH AND DESIGN ALTERNATIVE DRAINAGE SYSTEM A RE UIRED. NOTE: WIDTH OF PLANTING HOLE IS 3 TIMES IF TOP OF ROOT BALL IS RAISEp ABOVE GRADE S O B" CABC t-t/2" I-2 2~ SLOPE " CURB t'" I-2 (AFTER 6 MONTHS 3 t/2" 3 t/2 U
ROOT BALL DIAMETER IN HIGHLY COMPACTED OR 3 X DI ETER OF Z
4, THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL CLAY SAIL; 2 TIMES THE ROOT BALL DIAMETER R00 LL „ FIRST MONTM AFTER PLANTING ANO REGULARLY THROUGHOUT THE MINIMUM IN ALL OTHERS. BEFORE PLANTING, ADp 3-4 (7-10 CM) QF TIMES DURING THE MIN. 8°° WALL ~ ~ ~ 12" RE 'D. IF DEPTH Q ).IF DEPTH 14", Q
WELL-COMPOSTED LEAVES, RECYCLED YARD FOLLOWING TWO SUMMERS. WASTE OR OTHER COMPOST AND TILL INTO NO SCALE EXCEEDS 10 C 18a 10 _
_ 0 EARED SOIL, App TOP 6" 15 CM F- PR P IMI R FOR DECi0U0US ANp EVERGREEN TREE5. °II!-1 .:.Ifl:_.Ili._ { ) 5, THE PLANTING PROCESS IS S LA DIG WIDE PLANTING HOLE ~ ~ COMPOST AT 20-35% BY VOLUME TO BACKFILL z
WITH TAPERED SIpES* IF CB 10'IN HEIGHT <t o
n .I - I IT 6 MIN, ;IiE°;~~~=~~~~~.1'~,11--~.`°Ml; PACK BACKFILL SOIL AROUND BASE OF 12" IF OVER 10' 0 w
CUT BURLAP, ROPE ANp WIRE BASKET ~i:::-111~.:~lll~:lll~~lll,:,- ROOT BALL TO STABILIZE+ ALLOW REST AWAY FROM TOP ANp SIDES OF ROOT BALL OF BACKFiI T GROUT a O zLn
L 0 SETTLE NATURALLY, OR TAMP LIGHTLY
O =m
SET BALL ON UNDISTURBED 40' RIGHT~OF-WAY U Q
SOIL TO PREVENT SETTLING * 23'-25' BACK-TD-BACK 11 ~ 40?.14@YI Zj
IF PLANTING MOLES ARE DUG WITH A LARGE AUGER, g'-to' s'-to' cur sLDPE NO SCALE 0180 > N
BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SfDE,
j t I--2 {AFTER B MONTHS) M z
sLOpE:ax I~ ~11 r i 7 ~ • M1,~ ~ 11 -j
i
0 SCALE N j C18 i 30" ROLLED CURB 5' SIDEWALK 8" ABC STONE BASE
~ t/zu ~ t/z" ~ W
i NOTE. ABC STONE TO BE PLACED UNDER C&C U1 a.
LAJ
. f WU z
9 p . OUTLET WIDTH NCDOT CLASS °B" RIP-RAP LlJ 0 0
GROUT Jp1NT BETWEEN • BYPASS WEIR C 180 NO SCALE +3 ON EITHER SIDE ~ a 12 Lx14 Wx22 THICK ~F- F- z
PIPE AND BYPASS .J.,;•f•.•,~;,;~•• EX: 2 PIPE=6 W Lli
.r I '3n+('1 A A 4<
I • 1 Sr V V Y , 22'° LAYER CLAS 0 CLAS 2 2 z
I i,~ i i I ,.U "B" RIP RAP o a:
FLOW < 14° W u, M Lo W w - C~ 3:
50' RICHr-»pF-wAY W Z
j +'e~4 i. r . 51, • . ~ ~ 27'-33' BACK-TO-BACK I 1'
(A,J ~Df~(;f 51 ~1KM UKAIN FLOW ~ I , 11'-14' -~--11'-14' CUT SLQPE , ' LU
R~.t r ~•r~ C?
• .',t. ~ r ~ . 1-1/2" I-2 1" I-2 AFTER 6 MONTHS ~ ~ ,1
al 6 POURED P~ OUTLET PLUNGE . ~ s~a~~:z~ 12 4 FILTER BLANKET POOL V 21 j,,; , 'a~ . .ANKET
3 (MIN) WER CONCRETE BASE DI EXTEND STORM SE s ° ; 21 101 2' DISSIPATOR 1 2
i 2 LENGTHS PAST PHASE 48"~ PRECAST CONCRETE NOTEr SURROUND BYPASS 12 3a RaLLED CURB 5 51DEWALK C 180 a" aec sTaNE eASE , 1111 w , cA eq f~~6~r H crlil+rf,Q~~~
LINE. INSTALL END SECTION MANHOLE SECTION AND RIP RAP FOR OUTLET EXTEND WATER MAIN STRUCTURE WITH NCD4T ~ 3 1 /2" 3 1 2~ ~v~~~r a a'"T, ~ •Ai A
CONDITION, END SECTION 2 LENGTHS PAST PHASE I UG AND LINE. INSTALL PLUG AND ' MIN ~ N4TE: ABC 5TONE Ta eE PIACED OUTLET ~ a 4 UNDER C&C 2:1 2,1 LEVEL 5PREADER :ADER A
AND GRADE OR PL CLASS B RIPRAP 3 WIDE ( ) „ CB] DIP 14 LF LOW FLOW OUTLET I BLOCK FOR INLET CONDITION, BLOCK AND 1 BLOWOFF N OUT T (SEE PLANS~:~ LE {WHERE SHOWN 4N PLC 'a AN ON PLANS) r
X ~ 8 THICK LEVEL SPREADER " 13 3 ~ F w ? ~ ° ° F~ ~ ww rti
~ 13 i i EXTEND SANITARY SEWER C180 =111- 10 e r o e 0180 _ll .11,-11 f ~o
2 LENGTHS PAST PHASE LINE, INSTALL PLUG AND C 18 No SCALE ~ ; 111 ~ ~ - 0 'FRY W.
H INE BLOCK. PASEL =11I„~1~=111 ~ 1 111 I11 11
! ~ ^1 ~1
INSTALL CONCRETE LEVEL SPREADER FILTER BLANKET
I END CURB & GUTTER a ASPHALT HEADER NEEDED CR TAT N 5ECTION A-A SEE NOTE ES CO STANT .ELEVATION 0 { ~
[B~ ,nDIP ~ a LF i PAVEMENT AND WALK WHEN PHASE LINE IS ~ LOW FLOW gUTLET NOTE: 31 WIDE
AT PHASE LINE ~ ti DOWNHILL. NATURAL GROUND BYPASS WEIR ~ ~ ~ ~ ~ '}~Mq, r 3,, p~, .;;<<.',,,~. A ILTER BLANKET IS TO BE INSTALLED DRAWN
~ \ ur ~ ~ CONCRETE LEVEL SPREADER GRES~ 13 t pp 11 ~ 1 BETWEEN THE RIPRAP AND SOIL FOUNDATION, A E DER CREST 6 THE FILTER B ANKET WILL CONS! F
~ ~ ~ a ~ L ST O A 0180 MINIMUM 411 THI K A F C L YER 0 STONE (NCDOT CHECKED
N BYPASS CREST ELEV= C •C #57) UNDERLAIN WITH MIRAFI FILTER WEAVE
j ~ LEVEL SPREADER 700 OR APPRQVED EQUIVALENT DATE
CREST ELEV= D D] LS 1 LS 2 LS 3 04/28L06
I .E A 1$11 SWALE 18° SCALE
i INVERT OUT= E '~',~r~;~l rl.,rr+'.1! ;f~1~~,4i~:rt~'~~,~r,%!~ry"ty•~~';.,r~.a:~'~~~ (~'~^".I ~ - 11 11 .1 12
..v .Y' n ..._..I B 6 6 6 CF] LF GRASS LINED NO 5CALE SIFATOR = ,N LA
A FRCP STORM DRAiN ~a i "I (SEE PLAN AND PROFILE 6 -THICK POURED C1~0 [C] 266.71 285.50 267.95 CHANNEL WITH STRAW ~CK POURED JOB No.
_I ~ L......~ ..,....I j I - I FOR PIPE SLOPE ~ ~ I ( CONCRETE BAS E I D 2 6. 1 NETTING ,ETE BASE ~ ~ 8 2 285.00 267.45 0161E
i i E 285,71 4, 28 5O 286,95 SHEET No.
AMM&
F $0 LF 50 LF 115 LF C
I 1 k 1 1 C180
1 3
NO SCALE NO SCALE C ~ ~d c ~ as NO SCALE 0180
OF SHEETS
!
_ .__w___

m
GENERAL SIGNAGE
e
SIGN BLADE
2" SQUARE 14 GAUGE p ~Y.{~
STEEL TUBING "U° CHANNEL b. zi ~
A 4 6" h.t ~
z
STREET AgARKER ASSEMBLY STREET MARKER SIGNAGE 0
~ p cr)
o ~ D ~ ~ ' ~ p W
O SINGLE 12' POST E Ly
~ (NO EXTENSIONS) A ~ D
Q ''r:., U z
~m ° y MAI~1 ST U-CHANNEL POSTJOO
~ t i;, BRACKET FOR FLAT
3/8" HOLES p V~' BLADE STREET NAME SfGN 11/2° RAD 11/2" RADIUS
Q ALPHABET: FHWA SERIES 8
~ SIGN BLADE O ~ STOP S/GN~ N CROSS MOUNT
GROUND FOR FLAT BLADE W
STREET SIGNS
2" SQUARE STEEL TUBING SURFACE CROSS MOUNT FOR FLAT 0.08 GAUGE SIGN BLADE y BLADE STREET SIGNS (DOUBLE SIDED)
A COPYRIGHT 2004
MOUNT SIGN I~~ ~i_' ~~1=_ r TO FLANGE FACE o z eful'cD R1-1 U-CHANNEL POST ~ BLADE (DOUBLE SIDED) I VARIES THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF
OF POLES ~I.~:-~~~~. I1:=.=- f~'Reduce BRACKET FOR {Y Reduce spacing 40% FLAT BLADE STREET NO BORDER LINES AROUND RL HORVATH ASSOCIATES, INC
- A B C D E NAME SIGNS STREET MARKER BL4DE E F ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS
DIRECT BURY 30 .75 10 lOC 5 (NO CONCRETE) 5 12.5 2'-D" PROHIBITED
STOP BAR
COLORS: LEGEND - WHITE (R BACKGROUND - RED (REE STOP SIGN DETAIL WHITE REFLECTIVE)
RED (R ELECTIVE)
i STOP SIGN DETAIL WITH STREET SIGN 2 WITH STREET SIGN 3 CITY OF DURHAM DOT STREET MARKER SIGNAGE
C163 N~~ C163 C163 © U* ca -
rl- co
I C)
N ~
X
SIGNAGE AND PAVEMENT MARKING CRITERIA N LL 0 4
x 0) u< so IT
1. ALL SIGNAGE INSTALL SHALL CONFORM TO STANDARDS SET FORTH BY 7HE LATEST PUBLISHED EDITION OF THE I~
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) THE NORTH CAROLINA DEPARTMENT OF TRANSPORTAION
(NCDOT) STANDARD CONSTRUCTION DRAWINGS, AND CIN OF DURHAM STANDARDS. STANDARD NOTES FROM S TION 10 0 "TION 10 0 SECTION II OF THE CITY OF DURHAM O\ f
2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AS A MINIMUM PUBLIC WORKS R F R N .F iunF Fn BE ENGINEERING GRADE REFLECTIVE MATERIAL, EXCEPT STOP SIGNS. STOP SIGNS SHALL BE CONSTRUCTED OF GUIDE FOR DEVELOPMENT fix
`D
HIGH-INTENSITY GRADE MATERIAL ON A 30-INCH BY 30 INCH OCTAGONAL STOP SIGN BLANK. i. ALL SIGNS, STREET MARKERS, AND :ERS, AND PAVEMENT MARKINGS (EVERYTHING CALLED Q) N
3. ALL SIGNS EXCEPT STREET MARKERS, SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS A MIN. OUT ON THE SIGNING AND MARKING D MARKING SHEET) MUST BE INSTALLED ON EACH SUANCE OF A CERTIFICATE OF OCCUPANCY AND/OR N d- ~ Q
OF SEVEN FEET (7Ff) ABOVE ROUND LEVEL. STREET MARKER SIGN S SHALL BE MOUNTED OVER THE TOP OF SIGNS STREET PRIOR TO 7HE ISSUANCE O ACCORDING TO THE STREET MARKER STANDARDS IN NUMBER 7 BELOW. STREET ACCEPTANCE, AS DETERMINE DETERMINED BY THE CITY.
2. THE STREET NAME SIGN SHALL BE SHALL BE REFLECTIVE TO SHOW THE SAME SHAPE Z ~ t-
4.GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE SHALL BE 12 FEET LONG-AND CONSTRUCTED ~F 14 GAUGE ANp SIMILAR COLOR 80TH DAY AND i DAY AND NIGHT. THE LETTERS AND BACKGROUND
GALVANIZED STEEL "U" CHANNEL POSTS OR TWO INCH (2-in) GALVANIZED SQUARE STEEL TUBING. WHEN USED IN SHALL BE OF COPITRASTING COLORS SPECIFfC LOCATIONS AND DIRECTED BY THE CITY Of DURHAM, COLORED GROUND MOUNTED SIGN POST 3. STREET NAME SIGNS SHALL HAVE W dG COLORS. ~ tt7
MAY BE REQUIRED TO MATCH EXISTING STREETSCAPE IN THE PROJECT VICINITY. COLORED GROUND MOUNTED SUPPORTS ,LL HAVE WHITE IETfERS ON A GREEN BACKGROUN0. 0 00 Z Lo
SHALL BE STEEL WITH A POWDER COATED FINISH. ALL GROUND MOUNTED SIGNS POST SHALL 3/8TH HOES DOWN 4. LETTERING ON THE STREET NAMES .T NAMES SHALL BE 4° HIGH IN CAPITAL LETTERS.
THE CENTER OF THE POST DRILLED AT ONE INCH {1-in) SPACING FOR ENTIRE LENGTH OF THE POST. 5. SUFFIX LETTERING TO INDICATE THE AVENUE, OR ROAD) OR THE SECTIO 5 GROUND MOUNTED SIGNS POST SHALL BE DRIVEN A MINIMUM OF 30 INCHES BELOW GROUNa LEVEL, ALL POST LETTERING 2" HIGH. >ICATE THE TYPE OF STREET (SUCH AS STREET, HE SECTION OF THE CITY (SUCH AS NW~ SHALL BE Q 0
z M
SHALL BE PLUMBED AND LEVEL AS THE POST IS INSTALLED. 6. STREET NAME SIGNS WILL BE LOCA 6. IF DECORATIVE (NON-STANDARD) ITEMS (POLES, SIGNS, ETC.) ARE INS7ALLE~, IT WILL 86 THE RESPONSIBILITY OF THE POSITIONS. . BE LOCATED ON TOP OF STOP SIGNS IN STACKED O # L 'cl N
DEVELOPER TO FABRICATE THE ITEMS, INSTALL THE ITEMS, AND ENTER INTO AN AGREEMENT WITH THE CITY OF DURHAM 7. STOP BARS SHALL BE 2 FEET WIDE FEET WIDE WHITE THERMOPLASTIC PER NCDOT
fOR THE MAINTENANCE.
7. ALL STREETS PAARKERS (STREET NAME SIGNS) SHALL BE DESIGNED ANp INSTALS AS FOLLOWS: p I C) a:
a. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS AND WILL INCLUDE BLOCK NUMBER OF -I
EACH STREET. ui~
b. ALL SIGNAGE PROVIDED AND INSTALL SHALL BE CONSTRUCTED FROM A 0.080 GAUGE ANOD2ED ALUMINUM SIGN :3 D V, O (L
c BLANK AND CONFORM TO STANDARD MUTCD SIGN SIZES.
c. STREET MARKERS SHALL BE DESIGNED IN A STACKED CONFIGURATION AND LOCATED IN A MANNER FOR VISIBILIT( ~ W ~G ac
FROM All DIRECTIONS OF TRAVEL. cr- a_ W 0
d. STREET NAMES SHALL 8E DISPLAYED BY USING A MINIMUM OF 4" REFLECTIVE WHITE IEfTERS AND 2" REFLECTIVE z w
WHITE NUMBERS FOR THE BLOCK NUMBERS AND ABBREVIATIONS (RD, DR, ETC.) ON A REFLECTIVE GREEN W F C~ M
BACKGROUND. ON PRIVATE STREETS, A NOTATION °PRIVATE STREET" IN 2" BLACK LETTERS ON A YELLOW BACKGROUND WILL BE ADDED ON THE EDGE OF THE SIGN CLOSEST TO THE ROAD. SIGNS MUST NOT HAVE BORDERS. ~ D DD
Q(1) :E z _
e. THE LAYOUT OF THE STREET MARKERS SHALL CONFORM TO THE CITY OF DURHAM STANDARD DRAWINGS.
THE STREET NAME SHALL APPEAR CENTERED VERTICALLY ON THE LEFT OF THE STREET MARKER. THE ABBREVIATION
SHALL TO THE TOP RIGHT OF THE STREET MARKER. THE BLOCK NUMBER SHALL APPEAR TO THE BOTTOM RIGHT f1F THE CTRFFT MARKER- FA(:H ITEM SHnlll 11 RF CPA(:Fn
TO BALANCE THE APPEARANCE OF THE STREET MARKER. =whm r
W
f. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A
MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL
g. THE LETTERS SHALL BE DESIGNED USING THE HIGHWAY ALPHABET OF FHWA, SERIES B.
,ttttrru rrrir?
h. TWO (2) SIGN BLANKS ARE REQUIRED FOR EACH STREET NAME MARKER ASSEMBLY. EACH BLANK SHALL HAVE ~N ~ARo
A STREET NAME ON BOTH SIDES. THE SIGN BLANKS SHALL BE INSTALLED IN A STACKED MANNER USING COMMERCIALLY AVAILABLE ALUMINUM MOUNTING HARDWARE. EACH ASSEMBLY SHALL CONTAIN ONE (1) CROSS MOUNT FOR FLAT d ,tyrtr~rrrr~~ e ESS/a,` y A
BLADE STREET SIGNS AND ONE (1) U-CHANNEL OR SQUARE POST BRACKET FOR FLAT BLADE STREET NAME SIGNS. ~ ~ M
STREET MARKERS FOR DIFFERENT STREETS SHALL BE PLACED AT RIGHT ANGLES (SEE CIN OF DURHAM STANDARD w, w r M ~ r ~
DRAWINGS FOR STREET MARKER SIGN AND STREET MARKER ASSEMBLY CONSTRUCTION). THE STREET MARKER r ~ r A' C
ASSEMBLY SHALL BE MOUNTED TO THE U-CHANNEL OR SQUARE POST OVER THE TOP OF THE STOP SIGNS. i • FNS E~
IF A STOP SIGN IS NOT PRESENT, OR STOP SIGN IS NOT AT AN APPROPRIATE LOCATION FOR STREET MARKERS, H ~au~tt
STREET MARKERS SHALL BE MOUNTED ON A SEPARATE U-CHANNEL OR SQUARE POST AT THE APPROPRIATE LOCATION.
i. THE LENGTH OS THE STREET MARKER IS VARIABLE DEPENDING ON THE LENGTH OF THE STREET NAME, BUT
SHOULD CONFORM TO TABLE 1 BELOW. THE HEIGHT OF THE STREET MARKER SHALL BE 6 INCHES.
STREET MARKER HLANK LENGTH DRAWN
street Home -number of letters street marker blank len th JC F=J
3-7 LETTERS 24-in. CHECKED
8-10 LETTERS 30-in. DATE
11-73 LETTERS 36-in.
04/28/06
ABOVE 13 LETTERS 36-in. plus 2-in per additional letter SCALE
In _ 501
JOB No.
8. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY IMPROVEMENT 0161E
ARE REQUIRED OR WILL 8E PLACED ON NEW STREETS TO BE ACCEPTED BT THE CITY OF DURHAM. PAVEMENT MARKINGS MUST BE MADE OF A THERMOPLASTIC MATERIAL AND ADHERE Td SECTION 1200 OF THE SHEET No.
NCDOT ROADWAY STANDARDS DRAWINGS, 2002 EDITION. ¢ CITY OF DURHA C163 JRHAM SIGNAGE NOTES
C163
0161C163 OF SHEETS

r~M
TAX MAP: 71 a--01-32 52
PIN; 0853-04-61-8876 •61--8876 m u-
TAX MAP; 722-01-002 )02
PIN: 0853--Oa-62-6698 -62-6698
TAX MAP: 714-01-031 A) ALL SIGNS, STREET MARKERS, AND PAVEMENT MARKINGS MUST BE INSTALLED ON EACH STREET PIN; 0853--Oa-59-5049 )31 -51--5049
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND/qR STREET ACCEPTANCE, AS 2
DETERMINED BY THE CITY.
B) THE STREET NAME SIGN SHALL BE REFLECTIVE TO SHOW THE SAME SHAPE AND SIMILAR COLOR ROAD BOTH DAY AND NIGHT, THE LETTERS AND BACKGROUND 5HALL BE OF CONTRASTING COLORS, CRASS STREET NAMES PUBLIC /PRIVATE ca o
NAME C) STREET NAME SIGNS SHALL HAVE WHITE LETTERS ON A GREEN BACKGROUND, Q ¢Lo 0) (n 04
A PANTHER CREEK PARKWAY TULIP POPLAR CIRCLE PUBLIC D) LETTERING ON THE STREET NAMES SHALL BE 4" HIGH IN CAPITAL LETTERS.
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E) SUFFIX LETTERING TO INDICATE THE TYPE qF STREET (SUCH AS STREET, AVENUE, OR ROAD B TULIP POPLAR CIRCLE CHERRYBARK DRIVE PUBLIC 1 ) OR 7HE SECTION OF THE CITY (SUCH AS NW) 5HALL BE LETTERING 2' HIGH. CJ Q
F) STOP BARS SHALL BE 2 FEET WIDE WHITE THERMOPLASTIC PER NCDOT SPECIFICATIONS. 0 BROOMSTRAW COURT TULIP POPLAR CIRCLE PUBLIC ~2 u)
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N£EDED TO T/E STA 18+24,83 C ERRYBARK DR,
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M M M M 0161E
ITY OF URHAM C D SHEET No,
10+Q0 11100 PUBLIC WORKS DEPARTMENT 12+00 13+00 1ENT
. APPROVED
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~ - -CITY QF D RH M I I I I I I I I 1 r aM ` VARIABLES ~ o © CO _ I ~
I I I I I I I I z ~ SEMENT ..I EA I I I I I z 5 ~ I I I - ~
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F 37,50' THIS DOCUMENT AND THE DESIGN ARE THE PROPERLY OF
( ~ _ - . 5 8~~ RL HORVATH ASSOCIATES, INC
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' I I CM ~U~HAM ~TO~M I ~ I I I NT I ~ ~ ~ ~ ~ I ~ 8x8 ~ $
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f5 T ! f~T ALE; 1 - 40 H, 4 v SC , GRADE AS NEEDED TO TIE 0) a:
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r~1 ~I ~ CITY OF DURHAM 04/28/06
J 0 , G 5 ~ 1 +42 II Q PUBLIC WORK DEPARTMENT APP OVED 4ENT S ALE
~ RI 309.54 1n _ 01 itV
I ( ~ 10+52 IN , IN 302.4$ $ STA. I ~ RIM 310,47 IN ,OUT 302,36 ENGINEERING DATE----~---- STdRM WATER QATf JAB No.
INVT, IN 300,93 INVT, OUT 300,81 'fR+W5PGRTATION 0441E 0161E
DATUM ,ALE PATE SHEET No.
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FOR PLAN OF TULIP POPULAR OUTFACE OR PLAN AND PROFILE Pw: oasa-o4-st-8a~s PIN: 0853-04-62-6698 PW: 0853-04-51-5049 4--51-5049 f~l
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; I I I ~ ~ ~ 5 8 I I 1 INTERSECTION I W C Q COPYRIGHT 2004 THIS DOCUMENT AND THE
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4 50' R/W, 33' B-B GRAPHIC SCALE C144 ~PU~LIC) C~ a].,.
f3 ! f SCALE 1 = 40 H 4 V 40 0 Zb 40 80 I60 160 Q
SCALE: 1 " = 40'H, 4'V Q o0
:i I~ HIGH PAINT ELEV , 392.59 L W POINT ELkV = 12,01 VI 5TA - 1 +90 d L
~ ~ PVI E - IGH POINT 5TA = 10+95,35 G POINT 5TA = 11 72,57 1,6V - 16x00 ( IN FEET ) Q
PVI STA = 10 ' 85 PVI A = 11 + i AA, = 2, 1 ~ ~ ST 8 i PVI ELEV = 31 .86 = 1 i . 4 ~ K = 18r PVI ELEV 3 1 inch = 40 [t. C x r
ui A.D. _ -2.9 A,D, = 3x05 50.00' V PVI STA ° ~~+2~ TBM: RAIL ROAD SPIKE IN POWER POLE c) 0
K ~ 27,61' K = 16,37' 25M H ~ ~ ~ ' av~ E~EV = 331,53 NORTH EAST SIDE BURTON RD.
~ , ~ t0 tl) r h a 80rOd VC 50.00 VC + u~ + Ct A,~. ' '2•~~ ELEVATION 291.00 N
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V) W U! W N a ~ U? M ~ d' U <.1 V ~t~t pppp N 7 .00' VC
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d ofile of T A P lar water mam d sewer main I I i Raa Pr' P ~ , ! already approved, ermined aad ct'~rre~ntly r j F_J
II .I Consnucti0n Oi>il the storm pipe ffi thls oa has cl~aged, CHECKED-
11 II II r t,,. v ca c~
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lt~J`t~~C. i~}~,ir ~7.a? 4,. ~ P;11~1`;' !PJ~ f. ~:?l.Jl `~Z~,"!-~ (h,J{~J~) . ~ , DATUM E~Erj I CITY OF DURHAM 03161E
295: p0 PUBLIC WORKS DEPARTMENT APPROVED vENT SHEET No.
ENGINEERWti PATE
M:;a"~ ~N ef'y~ w;N w'~N ~ ~`~N ~N k~~ Rai STORM WATER GATE
M M M M M M M M r~ r~ ~3 TRAN6PGRTATWN GATE
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GATE
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FAR CONTINUATION ~ TAX MAP: 714-Oi-032
FUR CONTINUATION " OF TULIP POPLAR CIRCLE OF STONEFENCE ~UTFALL PIN: 0853-04-61-8876 -8876 CTS
SEE C142 SEE C141 TAX MAP: 722-01-002
~ I ~ ~ ._„,,,,,,c_., ,a PIN: 0853-04-62-6698 -6698
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I ~ C I ~ _ w U ~ N `i M ~ OF 4q ~ ~ 75 ~ M DURHAM 4U _ 5 $ o ~ I ~T ~ I SAN! Q COPYRIGHT 2004
a ( TARP SEW 1 B _ ~ ER ~ I I --1515.72 M ~ , H ~ ~ . ~ C _ ~ ,EASEMENT ~ ~ I ~ ,A THIS DOCUMENT AND THE
r~ ~ ~ I I =295.33 ~ <<-~'.r \ ' a I I I ~ ~ 1 I I I I Tan=148.14 i DESIGN ARE THE PROPERTY OF RL HORVATH ASSOCIATES, INC
I I u o I d=1 i 09 5O I MH ~ I I ,R4. ~p ~ I I ~ ANY REPRODUCTION WITHOUT
I I ~ ~ ~ 0 ~ I / `~Y. I . t i •'4 I I ~ `T M \ ~ \ ~ ~ ,f PRIOR WRITTEN CONSENT IS PROHIBITED
I C7~ \ 2 I I 0 Q j I I ~ ~ sG?. I i ( co _I 5 8 ~ ~ ~ o I \ /
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FOR CONTINUATION g0 LEVEL SPREA FOR PLAN AND PROFILE .EVEL SPREADER (o rn co Nt-
OF BROOMSTRAW OUTFACE CREST ELEV = 2 OF TULIP POPLAR CIRCLE SEE C141 T ELEV = 266.21 N
SEE C142 • ~ a
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Y) o a o0
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~ a, A tap= 283,04 JOB No.
~ 2g~ 0161E
DATUM ELErr CITY OF DURHAM SHEET No.
,~eo ao PUBLIC WORKS DEPARTMENT 'MENT
cv h . a . o ,w, o ~ PROPOSER SAS APPROVED
~ 8 ~ RIP TO MH2 ~a o rn rn m rn rn rn O © prp O M a~ I'~) ~ 4~! N N ~ N N ~ N N ~ excwEmwc wre rE
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TAX MAP: 714-01-32 TAX MAP: 722-01-002 P' -
FdR CQNTINUATI~N OF TULIP POPLAR CIRCLE TAX MA . 714 01-031 FUR PLAN AND PROFILE PiN~ 0$53-04-61-8$76 PIN; 0853--04-62-669$ PiN: 0853-04-51- 5049 -031 V) ~ ---51-5049 M -5
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' RAMP 4 1 I ~ ~ 1 I I ~ ~ t I HC ~ ~ I I a I RL HORVATH ASSOCIATES, INC ANY REPRODUCTION WITHOUT
Cg . 3o RaLL cuRa " r MH 3a RaLL cuF „ z 1 1 A6Aq I I 2 RAMP N uQe I ~e 7 RaLL cuRe uC~ ~ ~~230 I I i t i PRIOR WRITTEN CONSENT IS
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SCALE: 1 4U H, ELEVAT{ON 291,00 » _ ~ r ALE: 1 - 44~ H 4 V
LQW POINT ELEV = 300,5,2 . .__._._._..__.w._...._...~._,. ..___.r..,_....____.___-_,..,._. ~ LOW P01 ~ T STA = 27+56.50 I I __.._n._....._......____,.,, ; _ . 32~ . 0 0
I ~ I PVI STA = 27+13.34 I HIGH POINT E' EV = 306.31 ! ~ o~ ~ QLf)
PV! LEV = 297.13 I HIGH POINT ST = 29+85.1 S o
~ 1 .70 Abp, = a PVI STA 30+00 U ~ Pvi STA = 10+s0,9s U~ ~ ~ PVI ELEV = 300.59 Cz x z m
26,17 ~ PVI ELEV = 307.74 h Q ~ A.D. = -3.71 V O
I ~ 80.00' VC A.p. -9,70 I K = 12.$9 ~ ~ ~ ~ ~ K W 20.24 ~ © 3
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I rn h m n CgNDiTigN M p N N ~ ~ N
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r ` o H ~ p I LOW DINT ELEV - 297 72 U ~ ~ ~ N w U ~ J : 297 72 U. ~ ~ N ~ ~ ,.,ca M U1 N H !3t M ~ r'? ~I ° ~j -0 OL 0 1 N
oN ~ W P I La O NT STA = 31 ,71 ~ U i oo ~ r~ u~ rn . ~ w d• i ~ ~ o U
r-. { +,d: ~ + O cy~ ~ N Q o ~ o o VI STA W 31 +73.21 rn~ o ~o m rn o ~ h u~ rn ©o I NNE, wo ~ .................~................_..^N_..._..._.........^., _.,....w.. ._.r..~.._..... N ~ _ .._a_ . _.._........w.. _..r_...._........._._., . VI ELEV 297.34 ~ ....w..._..._..._.__..,_. 41 +73.21 N N U mr~rn cn ~~~N rn 297.34._ N cv r ~ ~ ~ N tv w ~ o H H 5 w 0 5
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TAANSPORTAiIOtd DATE
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, rN • RI ,,t Y E~ ~ ; , ' ~ ~ 5 C8 CRE 30 ROLL CU ~ ITAR ~ Rg N t. I ~ 1 s RI CI- ~ Y ~Y I AR I I THIS DOCUMENT AND THE
~ I WA ~ ~ NN M~ s ~ i , ~ 5 Y~ 1 I ~R t M~ I R I WAT ~ I ~ DESIGN ARE THE PROPERTY OF
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CIlY OF DURHAM 0161E
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PUBLIC WORKS DEPARTMENT MENT SHEET No.
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OF SHEETS

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f 'i` r. r' r'~? 'r: i; ' . r: ri r r rr .r I r'fr . r i~.f /fr "r 'l f,r r'r+' r'J ' f~ r. :,f r~ r~ ~~rr 'rrr ,r • ? ,rr 'r. ? f , r• r'r, ' r r~r ..'r, J-f r• ? 'r' ,?.r ^f~~ r' , f+' ,r ' ~ .~r- . 1 ~ ' ~t i . ~.f, ! WATER LINE F~-
f r'.' . rr J' - r f; ;fr r ; r, ' r r ~f. r; . ~ /J~J,,jy~ r r / i fr r' • / rr. ' r' r / r 'r / ~ F~ ? :'r` r 'r r `i r' / ~1 / r r sir r ~,r '''j J. .•f°!• 'l;r~r r'' 'j rr'/ .r''r'r 'f` ~ .~,~::1,~~~. I A INSTALL ALL UTILITIES IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS ~ ) Z W
r r'r r f ,r i . f ?,r' "'r; % r ? f' '•r r/ . I ~ ~ "'ry rr. , ,i,;.~,r.. r,.,A.; ~ I AND SPECIFICATIONS. INCLUDING TRANSITION COUPLING5• ,r , 0
',f I~ . i , , j~',i r ~ ,F,- , ' ~ I rI I { I ~ $ B FIELD VERIFY ALL EXISTING UTILITIES LOCATIONS AND INVERTS PRIOR TO
',r;r. , INTER5E TI I I ( `l ( _ %r' ? ( _ I I ( I ~ - ,;~;:~.a;,;, .;,r I I CONSTRUCTION, NOTIFY ENGINEER qF ANY DISCR PENCIE . I E S I cn L.Li
r I _ I I I r~ `,r•;'i. ;r. ~ I ( CHERRY A K DR. I 1 r~ - i ,r.r ? I I I I ~ I ( I r;% r-' I STA. 17 8 1 I I I J I I ~ I I I I ( I ~ I _ _ I G) ALL POWER, TELEPHONE, AND GAS SERVICES SHALL BE UNDERGROUND, COORDINATE W
~2a s I I I I f : r,. ~ I 6660 TULIP P P CIRCLE + f 1 I , ~ L ; ACCESS SERVICE ROUTES WITH THE UTILITY COMPANIES. I ~ ~ , ~ ~ LLJ W
r I I I I I I I I r rrr,••,, ~ { ,~,;.;,r r,; . ' ~ I 60 64 I fib 67 ~ I 74 72 I I 1 1 I I I 1 i 79 7z I I 76 • I ~ 73 74 y.~, I T I ~ I ~ 7376 D} LOCA ION OF THE EXISTING UTIL TIES IS APPROXIMATE AND MUST BE VERIFIED IN d
I I t I I 1,r I I ,I { eo~o air { n6a sa.~r Sea so ~4ao sa.~r ~2~0 ~I~r 7xw SoFC l sa.~r. 6~ea ~~r, s6~a sa.~r 6565 so.Fr. I sy~o ~oFf, a340 soFr 22o so.Ft~ s I { I ! I ! ! I i I ~ I 1 t 6730 ~o I ~ ! I,~ _ I { 6735 ~~r. sa ; I ~ I THE FIELD PRIOR TO ANY CONSTRUCTION• NOTIFY THE CITY OF DURHAM AND NC ONECALL 0
} ~ TO REQUEST FIELD LOCATION OF SERVICES. r
20 C VF 1, ` I ~I I I 5/8 WA E METER (TY } I ( I I I /r'•. DUf~M M STORM I I I I'6 y ~ E ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 OF COVER' 10 MIN. LATERAL AND t I U )
( SANITARY E ER CLEAN d T TYP t ) 1, ~...____I ~ I n rr L._ ~ .~.I M~ : ~ ~ 1$ VERTICAL SEPARATION FROM SANITARY SEWER LINES; 12 FROM STORM SEWER LINES.
e , I $ p ' r' r ( WATER INE o ~-a I 1 ` t• I 76 .aq a 1 'i Q V1 WATER LINE lp gq~, : , a j 21
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r'' 'r ~ rr; ~ ~ i ~ ,r , "7" a I r . r'~ r N ~ L ~~t _ c { HORIZONTAL AND VERTICAL SEPARATION ~ ~~4 u~
---WL WL p .I Mrs ~r l~H~~ _ _ 1, SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING ! C z
•%'::r;% y~y a 8 ~ PVC S 5 ~ ~ o ~ ~ :8 ~ 5 m Mn is ' ~.~y r N A M„ , 3 , ,•~r~+;:~rr. M ~N q(+,1 .x, r ;LF' ur~r, rr n,^^' , i, „I:. :r 1~,',p, +•i 'ry~,""'"P''.~ y OR PROPOSED WATER MAIN, THE DISTANCE SHALL BE MEASURED EDGE TO EDGE O L 45, h ~,f 7( ~ I I IN CASE WHERE IT 15 NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION,
?•/r 1 V ~'Y~51~t~YP0..w~•,~i4i~l.n,dli ,.S;,;ii,?:r' ,,..kli5~"Y.;:;i~ul:~kr!4'°.,„."`~,u , ..,F~4Wa.J.~riSi~lh»m wrw' 'f~u...riR'ifh4..r .wr. ,l'n.J ,.r.~:dw......>4+~'lv~.....~ hJ. Ca"!t~ . < f, I ~ F. ;r~•;---.~~-°-~-=~',,:,~-:~ ~ THE APPROPRIATE REVIEWING AGENGY DEM OR OEH MAY ALLOW DEVIATION ON h ~ ) •y.. I d COPYRIGHT 2004
r',?' r ~ C $ ~ DIP I 77 A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM DESIGN ENGINEER SUCH I DEVIATION MAY ALLOW INSTALLATION OF THE SEWER CLOSER TO A WATER MAIN THIS DOCUMENT AND THE
;fir,`' WATER LINE I CI 6GI~FfA~if 6574 5'~.F?. ~ . , , R A LE STORM I ~ 4t PROVIDED THAT THE MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH ~ g ~ I DESIGN ARE THE PROPERTY OF RL HORVATH ASSOCIATES, INC
RIABLE Td 1 I ~ I I r' ,FC, SANITA Y S WER CLEA T TYP ...r.:,?,, r~• ~ ; ~ T I ( 00 ~ I I I I ~ ~ N ?U ( } I I i E SEMEN 7Z ( „ S ENT : 5 $ SHELF LOCATED ON EITHER 51DE OF THE SEWER AND AT AN ELEVATION SO THE n , ~ .F1', { M ; b 7~0 ~ ~ ~ DI : ~ TTOM F T T R I AT A 1 ANY REPRODUCTION WITHOUT
t''r`%' 'r I 5 8 A E METER 7Y i ' .r ; rf ~ I I I I I I I ( I I I I I I „ BO 0 HE WA E MAINS LE 5T 8 INCHES A80VE THE TOP OF TWE SEWER, ~ ~ , n I 8 ~ DIP W T RI LINE `y ;r N L _ I ,I , . PRIOR WRITTEN CONSENT IS PROHIBITED
- i t I I I I I I I I , I I I I I ~r ~ I 134 4 ~-h(y.^r - . I .r,~. IYM IMI I I ~ I I IW I 14.. ( { ~a ' o ( ( 132 ~ ~ 136 ~iAT1~R-Lt~tE A~ ~ S x J~ ~ , T 2. iF IT IS POSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS 136 Pr ~ e . ~ „GV
, 4 I N r' r'• I I I 1 "y$~~? Qf~ I ~Q~ Q~ "~d~~ Q '`~d~' h Q d~~ I Iy~Q~ r r'•;i I /~M/ VM7~. ~9VV iJM~. I"1W \7~~~ /'fW YM~ AVM 4l~ ~ ~'7W /'7MM ~d I. ~ ~ 7 S~.Fl'. 745 SoFi'. ( { _ _ ~ $ DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, 80TH THE if ~ i~+ ~ ~ WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH
' ~'.,r.,' . I r l I I I I i I I I 56 I r' r r~4 it i ,.r . I I I I w 12S ~,r',~, r'• I l ~ ~ • PUBLIC WATER SUPPLY DE51GN STANDARDS AND B PR R { ~ x,, , I. , E ESSU E TESTED TO 150 PSI
•r'~, ~f}.F1' I ~ CITY URHAM i,,. 6500 I I( I I I I I i ssao { I i I I I I I I I VARIA f,, _ -a L STORM ~ ~ ~ ~p ~ TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING, wN ~ s ~ . ~
_ I ~ ~~r, _ I I I I I . _.~1.~ I I CI ~ ~u;, , CI Off' HA ~ ; =r`" y W 3, A 12 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND J ~ ~uN en
T ~ ~BWE ) ~ 1 'r' I I I I v ~.~rr ~ I I I I I I I I ,r ';r ANITARY_aEWER -~..E~1 ( ) r V ~ST9RM" ~ ~ ~ C SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED, ~ .,J
F I f i I ~ fr I , L_.. ,_I L... J L__ •_I L._ ._.l L._ ._..J t~......._ ~ ._J t.•_.._...., J 1.........,. J L.. ~ L,, , I MEN - - x ,u, ,~~a ~ . _n E ~ ~ ,
i _ ~ 12 ~ 650p r 'r', i r-.- i 6~0o so C_ ~ CROSSING 6 1 , ,
__..a ~ INTERS C I~ ? 1 INTERS C l0 ~ ~ N 1. SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIM V 84 r-~ ~ UM ERTICAL STA, 24+ 9 59 66 ~ 1 CL
1 TuuP d I ,1 , r . - S t _ OPEN SPACE 1 A. 10I+ 1 I DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE TULIP 0 L~R CIRCLE= ; ' ' ,';r~4,';~' ~ 'IICf
f_. A, 1 + 0 00 s,=, ~ , - , ~ OUTSIDE OF THE SEWER, THE CROSSING SHALL 8E ARRANGED SO THAT THE SEWER a ,a~ ~ ` ~ 2~ ~ JOINTS WILL 8E EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINT . 00
r I "r II e %f N { l t . , .Ft. I ~ 8 ~ DI .r ::1P~G~.yr ~ \ ~ ~ ti ,;~H„• v !1 ~ 2, WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTA AN V CJ)
• f. ,r sari' _ 1 ~ r{r . ! Sao x I r~` 1 WA R N a ~ Q ~ ~ ` _ L D ERTICAL SEPARATION T~ L E , ~ A TIP A T ~ ~ ~ , S S UL TED ABOVE, ONE OF HE FOLLOWING METHODS MUST BE SPECIFIED. cp rn
1 t , J a ' ~ ~ ~ ~ ~ i. THE SEWER SHALL 8E DESIGNED AND CONSTRUCTED OF F RR x 3: CL
_ 1 I 1 ~r. , fir, - IP~• I .1 r r r 1 1 1 1 • rr. C , f'r' ~ I I~ ~ ~ \ ~ E OUS PIPE AND SHALL BE ~ ~ PRESSURE TESTED TO 150 PSI TO AS URE WATERTI T 5 , ~ ~{,1 ~ S GH NESS BEFORE BACKFILLING OR, N LL-
, o ~ I I 0 G~ ~:r i f a. ~ I I ~ 51 rlr 1 ,b~. ~.r' 12 ~1 'ti a, I ! G ~ ~ , ,r~~ 2 ~ P~ ~ 1 u. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCA IN ° C7
a/~~ I I 1 ~ 1 1 4 1 6~ ~ i I .~.r' I I I soar I 1 i t 1 • 6500 I 1 ~ , • (r t 1 ~ ~ SED A WATERTIGHT C , ~ ~ ~ CARRIER PIP WHI X N 1O F T N TH I ~ 5 T~~F• E CH E TE D5 EE 0 BO S DES OF THE CROSSING, MEASURED 0 x It 0 r-
;r I I ~ E ~ 1, ' ~ 4 i'r" 1 'i'' , I 1 / ~ .a PERPENDICULAR TO THE WATER MAIN, THE CARRIER PIPE SHALL BE OF MATERIALS ~ \ ~ ~ ' - w
_ ._r I ~ ~ ,r r';.' .v. - ~ q I lei ,~ji" r rr• - + _i I PAST CREEK - R ~ 2, ~ y ~ ;k APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION. .G. d \ ~ 0) cl)
r,. ~ rW I 0 a~ STA dg10U ~ ti 52 I i 12 ~ 1 ' 1 ~9 r, I ~ i ~ ' ~'~r ~
r''r ~ I i ~ TUL P PLAR CIR 1- I 121 124 I ~ 122 t r; r, I I I " r'~, , I { ~ 'r,. i ~ ~ ~ ~ 111/ (I rn~ >
i say', I I ~.r-r / I Tyr P'ry" t u, I ~ ,.1,; 11,,x'' W , TER METE ) e ~ ~ ~ ~ / F SANITARY SEWER LATERAL SMALL BE SCHEDULE 40 PVC UNLESS ~ ) ~as,3~ / OTHERWISE NOTED AND SHALL MEET THE FOLLOWING Y) co N
I T , ~,~r~,.,t , +rr rJ,r" ''~•'';''rI CI F...OURHA I SAN T SEWER Cll N 4UT TYP Ell I ,r- ' n art.~'Na ~ ~ ~ I , I ~ .,.I,...•? ,,...~,o-ar.~~ ~,~a.:a' REQUIREMENTS: 4 DiA. - 2~ MlN. SLOPE c.>
i~ VARIQBL~• STOR~uF-- 8 I i J , , tig ° ~ T I _ ISIING ~ , ~ -,aU}5d4r'~k IDdAlu7~'a6 J ~ vJ, ..~,.u<, ~ / 6 DIA, 1% MIN. SLOPE,
51 EASEMEN I i n 5~ r ,,r•, ; rr, I I 8500 8 ~ DIP I _ a 8 p 5i STORM CLEAN--OUT SPACING SHALL BE 75' MAXIMUM, ~Q
_ t', WATER U E t~ G ALL5R1 T / ) E V GE APS SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS z D
/ AND SPECIFICATIONS. ,P ®
r~•r~~" ~ W~.-~t't'+ VCS 5 $ .L11 AND BLOCK OPBV SPACE H ALL WATER MAINS 3" AND LARGER SHALL 8E DUCTILE IRON PIPE PER AWWA C151 ANO , 0 < ~
,~'l MyM ~ „ II / DOMESTIC LINES LESS THAN 3 SHALL BE TYPE K COPPER PER ASTM 888. ~ ~ ~ 00 0 1
~/'//Y VMS Q. CJ/ n! ..7ii ~ ik '1 h 'JY \ / r ',r,. r,' r I / ~ ~ Y~ 1~ ~ 'n'om' ..w. 'r~~'I' ~ ~ Y) Qu')
`r"~. .1 ~''ti I I) LOCATION OF SITE LIGHTING IS SCHEMATIC AND MAY CHANGE BASED ON FINAL FIXTURES ' SELECTED. < x Q0
'f, CITY - l ` ' / W ~ { ~ \ l; . 5~ r ~ EX/SI7N~ j EXISTIN r~, ~r J} ALL VALVES SHALL BE GATE VALUES AND SHALL BE LOCATED IN TRAFFIC BEARING VALUE =m
BOXES FOR AND SMALLER SIZE VALUE. 12" VALVES SHALL BE IN MANHOLES. a ---.-I- )
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1 ~ PHASE III UTILITY PLAN
C 1 C~, C120 SCALE: 1" = 60'
M r
r w
F GRAPHIC SCALE
qa1 ~ 0 30 60 120 240
( tN FEET )
i inch = BO ft.
DRAWN
FJti
CH K D
DATE
04/28/06
SCALE
1~ . 60'
JOB No.
0161E
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT APPROVED RENT SHEET No.
ENdNFENINO MTE STOpY w17ER prRE
TRANSPOgTAION MiE C120A
MTE
DAiE
OF SHEETS

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, ' Fl' f J ISM, I i r / r II / ' 2330 OPERATIONS DRIVE Z
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1 1 I . 6s2a soy' I I I I I I 6660 3Q,F1' I TULIP P P CIRCLE F NCE I I I I I I • I I I ~ ' ~ I I NCE 2 I I 1 ~
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I ? I I I.:. _ I I I I I .I I f I 77so soFr Leo sa.. 7Q4a st~FT 725o saw spar. 6795 saFT. a76a soar. 1 6a4o spar x2o sa.Fr 6asa soFr I I es~a spFr sse5 sar=r. t ~ II ( I . I i t I I I I i 1 1 i t 1 1 I I I 1 ` I =37,66 $Q I ~ ~ ( 1 an=18,87 8595 9p,F1'. 30 &p,Ff . I 635 $p,~1', 50 5Q 9530 Sp I I ~
I 1 1 I I ~ I f } a a I I l( I I I I r ,I I ( I ! I I I I I I t I E ~t•a~z I
1 I I I i zo c a~ ,J'I ( I I I I I I I DUI~W MI STORM i I a I I t ~ 20 CI ~O I ~ I i I ~ rt,~ ~ I ,DURHA T RM I
. I I I I I b li ~ EAS E T ( I _ ._1 L_ _ _ J ~ ~ - - - _ _I .Y. R 36 L ~ ~ I._ ,_...1 I EASEM N I _ _ J L _ .J Q COPYRIGHT 2004
• _ ~ 5a.2s - I b b b n=37 b b 4 a a 4 d a a a b a l I I I I s a a ~ ~ o a ¢ I ( ?A218C~.FT THIS DOCUMENT AND THE
A 92'4 . a,.,_ s.atz ',r ~ ~ 1, ALL CONSTRUCTION TO CONFORM TO THE LATEST GlTY OF DURHAM STANDARDS DESIGN ARE THE PROPERTY OF RL HORVATH ASSOCIATES, INC
I ~ AND SPECIFICATIONS. ANY REPRODUCTION WITHOUT
CH 8 DR. ~ CHE HA DR. m CH 55454 41 E 148.21 g0 mm, 554 54 41 E 502,39' ~ U1 ~ K7 CH DR. N ~ n m 2. THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY ~ S54 54 4 i E 143,85 ~ ~ ~ ~ a ( r OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY PRIOR WRITTEN CONSENT IS PROHIBITED
m I CONSTRUCTION, AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY
b s~: 8: 'a.,' ' .'5$•00• ' ' 1 I F . , . ;,-w,, 0 DURHAM ENGINEERING CONSTRUCTION INSPECTION gFFICE AT 560-4326 (MR, JOHN RIVES) s~' ~ A I I FOR A PR C TI R N A F VI IT P Y W
b 4 r r" b b b b b b b b b 6 4 4 b b b 6 ~rlAt~ , I a a ~ I E ONSTRUC ON CONFE E CE ND IELD S RIOR TO AN ORK ON THE ~ I 1 PROPOSED SIDEWALK,
`TY a~ ou _ . _ _ - 1 - _ I E STORM ~RIABL 129 CI t~F Dl7 Aid a 1 _ _ a ( -7 VAR A LE STORM a®~ ,ao ~ 76 I 3, ALL PROPOSED ROADS WILL BE PUBLIC RIGHT OF WAY, a 1
' I $ ' E sEMENT I ~ 72C~ I l ~ s~24 spar ' d E S ENT ~=56,91 8408 ~?.FT. ~ ~ s I 7210 Spt~l: tan 36.36 I 4. ALL NEW UTILITIES WILL BE INSTALLED UNDERGROUND,
, ~ I I R 2~ x~5 11 I I ( I I I I I ~~'.'r'. W25 X~ RAM SITE ~ ' 1 I ep9a'34 3ti I L _ _ _ _ I 5, PUBLIC STORM WATER DRAINAGE EASEMENT. OWNERSHIP OF, AND RESPONSIBILITY oil
I ~:ad ~'i'~ TRIANGLE"°_ I ( I I I I I I I i t I, ~I 130 ! 131 I 132 I 133 I ~4 I 135 ~~a.aa 25'X25' I.- ~ FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES
. I I ( 136 a 137 . ~ _ - -~R~rrGt.~- - ~ a o Is ~ ~ ~ i I~ I I I I I I C I I C I I i . I 7435 gar. ~ sprFr• ~ sar~t. ~ ~ spFT. • soF1: ' sca 435 Sp 7435 scat=r, 137 I ~ a 138 SITE TRI ~ I _ _ o IN THIS EASEMENT REMAINS WITH THE GRANTOR. !F THE PROPERTY IS WITHIN OR BECOMES 1 ~ ~ 435 Sp,FT, 7435 SpFT. ~ ~ I ~ 3 „ APART OF THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT
I 5~ I b I ~I 1 i ~ ~ 128 s ,6500 Sp.~'. b I 1 1 ~ -t g•93 HG , ~ TO THE TERMS AN R TRI TIN TAT IN TH R I A TI 1 ~ ~ , g D ES C O S S ED E EV SED DECL RA ON OF RIGHTS AND CL. re) W
C~.~•; ~ CITY F URHAM I $C?~"r• ~R I II II II I VARIA L STORM 1~ a Tan~4t,25 ~ ;~~.c,. PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS I I w$ o . TORM i , ~ ~ 00) >
I; i EAs _ ~ I I I I I I I I I I I I EIRE TI ' , _ ~130,0o I I tip' b~28'55 25 7 ~ : W ° , RECORDED IN REAL STAT BOOK 2298 PAGE O8 WHICH M T ~ ( CI~'Y O DURHA a R • -r E E 2 ~ DOCU EN IS INCORPORATED y r%, 00 U 1 0
b I I I I I I I I I i i , b ~ ~ I G1+~'' VA I B E _ST9RM~' ~,ao HEREIN. THIS EASEMENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION MEN 5'X2.5,'-- °~~2 ' TO PROVIDE PUBLIC MAINTENANCE, NO BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS, OR 1 0 (U 0)
_ I I$ 5a.oo 58.oa 5e.oo ~B.a~ 5a:oo- sa.na I _ _.._1 l._.. _ se,oa _ ° "SITE ~ G OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. - HG ti14 N ~X
soar, I i ssao I I I s~oo sarr. r TANGLE fi~ _ RA ! 6. X ~ a E ISTING TREES WITHIN THE OPEN SPACE AREAS AND DESIGNATED AREAS ON THE PROPERTY
1 :o0 1 ~ INTERS 101 ,6 WILL BE USED TO SATISFY TREE PLANTING RE UIREMENTS, ADDIT10NAl STR T TR STA. 24+ 9 59 ~ a Q EE EES WILL BE Li- J N
" C:'~ _ 130 1, a - ~ , ; , .r - - I - UPEN SPACE 1 ,r r ~ INSTALLED TO SUPPLEMENT EXISTING TR S A IN IVI A T TULIP O L~R CIRCLE= EE S D DU L LO 5 ARE DEVELOPED, ~ A, 101+ 0 00 ~ ~ 0)
~ 1 ~,r r I ~ ~ I 26318 SpFf; ~ ~ I 1 HERRY R DRIVE • ~ 7. TOPOGRAPHIC INFORMATION OBTAINED FROM CITY OF DURHAM GiS. ~ ~
1 $ r.- 1 1 ~1 1 . 1 6 ~ ~,o sca I ~ 1 1 ..r. 6 l~ 1 1 1 ~ ~ r ~ 8, PROPOSED CENT R iN RA I T P A T ~ g ~ ' ,,r•~ E L E D i ON ULIP PO UL R DO NO MEET TWE MINIMUM ROAD CENTERLINE
I'~. I s~oo ~,Fr ~ _ ~ I b _ ~ ~ ` ` a,oa I ' ,i. CRITERIA ROADWAY CONFIGURATION HAS BEEN DISCUSSED WITH TRANSPORTATION DIVISION AND `R a,oa ar
"i, w yy aM...• 130. . Ta 2 .81 .~.aa.- C~ 1 l r 57.tl0 ~ ~ 1 J 1 ~ ~ ~ S : " a.e6e,te ~ THEY HAVE APPROVED IT AT SITE PLAN REVIEW, ROADWAY LAYOUT AND RA I A ~ DI RE CONFIGURED TO Ta 2 .81 , r ~ ~ 1=20,33 cl) C7}
.Q.' ' ' W-- - r' 5 ~ - I ' ~ ~ .W,~,:Yr ~ a \ ALLOW MOVEMENT OF TYPICAL SOLID WASTE TRUCK WITH OUT GOING OUTSIDE F PAV M T, 5o d ,r ~ Tan t0,i7 0 E EN rr~~o~ 1 0)
53 ~ ~ 1 r , a,. ! 1 t, I I ~ I I 5 s i i2 I I ~ % a r - ` \ ' 9, HOMEOWNERS ASSOCIATION SHALL PROVIDE AND INSTALL TOT LOT EQUIPMENT ONCE A w~. ~ \ ~ v ,,~,.r \ ~ TYPE AND QUANITY 15 DECIDED UPON, V1 CD ~ c\j w
I ~I 1 l 1 spar ~ I 1 1 1 't Boa I I d I s~oo so,~' I i 1 1 I I I ~ ..r' a 1 .l` ~ ~ • Ve' U
'F I ~ 1 _o I I I ~ N 1.~ --w 13a, o I 1 1 •r :`f I 1~ i 1 ~ ` N Z cl)
I w PA~JT CREEK P r' ~ ~ f 1 ' Q >
1 x I I ~ ~ ~ 2 I 12 ~ sTA a+aa.oo I i I ~ ~ I r'`,r I I \ 10 NO ~L~pG
121 I TUL P pIJPLAR CIR ' 124 ~ I . r~ . `:t~;lr~, I ( 122 ~ I c .l,. ~ p Is I I 980 I ~ ' , i 7 i o soar I 1 65a0 ONE r ~ d R~1123,43 A(~~ ' ~~Ur' r t ~ \ U a:
f . ~ I 6480 Sc~ ',r .r . ~ I I I ....s . . I t =$3,98 1 i ED O
I o.oa I •f _ I I 1 ~ a br t a8 ~ {t ~ pPAi'~'~117 f{tu!ta~~W.MdF~Ot'J'uRl`~ a, 00
a VA'RtABL~ ~ST~M I I R~1 3, 3 6 ' f'; I I ~ L= 5a, q+A Z s~~w'
EASEMEN ~ ::r- 2 X23 ~ - a , 4 I ~ 77, 6 Cfl q~ 2 ORM Ot;t ST ~ , ~ o x
SC~.Fr a ~ ~.a 6680 SM t_ I b a HG EAS ~,M / w ~ =m U
1 ~ AMP R~1123,43 L®330,85 V'' r.f,, ~ 'w' r' : Tan=168,63 a43 / . ,a. ROAD PUBLIC PAVEMENT PUBLIC/ DETAIL t5 ~.r ~ ~ ~ ~ 0
~ CA ' ~ 18'S2'25" 6,s3 .r"' NAME R,O.W, WIDTH PRIVATE NUMBER(S) 2'25• ,a,, rr- ~
50 IRCL~ ~ o o m 10 X 0 6058Q 8p,F1; '%i: I TULIP ''a, ' ~ ~ BURTON RD. , ,i'"""' ~ 6O 20 PUBLIC ~ r 5R, 1818 N o
- o n ' ~ _ ~=z ~ ~ sITE TRIANGLE • 917 o r „ frrr' I o ' ~ a AtD X/ST G ~ ~ - COOKSBURY RD,
• ~ 45.21 a I ~o, SIDE tK lr 0~ ~,as. 45. ~ \ I? ~ 60 20 PUBLIC 5R. 1$57 J
; ~ p ~2y a x70 rJ., ,f I ~ R b a \ r . , PANTHER CREEK PARKWAY 5 ' ~ PUBLIC 11/C180 0 33
' Nl 7r r. ~ _..w-- `"1 I r'" J END EX/ST171(G SP ~ b ` I i ' o ~ , , J o 13L a:
F3~ _ I ~ p,~" I a 30 Rost ClY~4B r r,; R 36.00 I ~ ;,r I ,r CATAMOUNT COURT 40 25 PUBLIC 11/C180 L-Li w < Q
i I I ' r . a / i ~ r,: Jr 1.=58,54 I 1 t I I l i wm r`, ; ti . •t d~ ~ ~ 42 ~ ~/~rI 49 Tnn 35 ~ I r g ,;r . / ~ v' NO BLDG, ~ w ~ ~ 11 ~ TOMS ROCK PLACE 40 25 PUBLIC /C180
i ( I I 4117 ! f r' , ~ 895 I I I I 'r''`, r SI" 1 I I 44 ; ~ I 45 n5ao sa,~. 48 I sa ~ -ZONE o , cn rn W
47 46 I r J , ~~i ~ l 67a , 7s7 I , , PUBLIC 11/G180 TULIP POPLAR CIRCLE 50 27 ~WU~
,,.~,,..;,.~i~,, O;BG'iFT. 7450 JCiFT. 19780 8(?.F"~ I I . ; ; : a % r ter... I I .4 ~ :y{4 PUBLIC 11 C18p • TULIP POPLAR CIRCLE 40' 23' / Lli Z
• I i r . I I I I ~ J,
.I , i i , , I I I ' PUBLI 11 G180 STONE FENCE COURT 40 23 C /
'r" ~ I ! $ I , I $ ' P I 11 C180 m
I I I r .f, ( r~, / r .r I ~ .~i- ~y I I TREE PRQTECTIaN BRO MSTRAW COU T 40 33 UBLC / . O R ON QV) W
r ~ 1 f 'Ir !'r y'r /i' a .r, ~ ~ r r' 11 i .w Y PUBLIC /C 80
r ,~yG,('~., e'' r r 'n'~ ~ rrr W '''r' ; • ALLE S 20 12 uu Lo
''r~' \ ~r y r' ! ~ ' / . . ~ W r- Z
~,,'`',r' ;'s ..r' ~ , r,~ r~ , F ~ ~`r EXISTING PHASE
r r 'r,r r r!r,•,'r?~ r r '•l•i F+~. 'V.~'"""_.. ~ `~~Y~.'frr rrf6. ~'y{J'11.1. r r r ;~f.. r r ,'fr,r;r`.•.r'r~ r+,! r ,r/r' r' J / ,r,i, rr' ; r rr r• r:r,,,,r f; r ' rr, / r';'r• r r~ ~ r I it ; i
r. ".r'',%"• .r% r>'~ ri , F fr,' J.ri rfrr',r/,r` •'r' ~ 1 / J r r i0 lr ~,J rr,.`; ,~F. ',C'„ ,rr %Yr'r.r,,rrPr+ .%.~'f.rr 'rr ,+,r fr r P` / rr / ri ^~~."~r rrf ' rrr':~ f •.r rrr'? d,r , r r'r1 it 1 J??/ ~1 PHP'S I,I/ ~nw~~ ;~pf~ f W L
r r nrr• 'r rr r./r rF n 'r. ~I% r'r j'" . ,/,!r 1 ~ rf rr i +f~ iir , , r .%.I~ rr r.; i r .r'•t `r''r•r r ' /r ~ J•,r°.%r,•";:. Xr %F' r ~ / . !r /~.r,; r ' / i.? ,r. r ,^%r.•i .,r, rrr'fr,.r ;i .f,..lr :a' ,r: 1 l,ir J` r.F~'1',;'% %f, % ; r,r'. ,r' r',r• r' r' r' i ;ri r f Ar/,: ..F ; i f J' r: ; r • 1 / 1r1
,r rr ''r r•: .%rr./~ ,e',rr / ,•F/~/,rrJif'i'',r ,%.r~'rr r' r,rr•, ',r''r%`r/• ~ / 1 r f' : 1 r/ r~~,'vr , r f ? r /ir' i'r, Fr~Fr r .r .r' ri Y ! r' aJ eJ re ~ ' r ,r`,,• ,/F, r r f' r. r^'+. ~PF~ I
Q,( N AR
100 YEAR FLOOD PLAIN g,~ ~r m PHASE LINE 'C~~ SS/ •
C J..7 S AL pHIC GRA ? M A MM
Bp n 30 84 120 240 >ED PRASE III OVERALL SITE PLAN UNDISTURBED M
LANDSCAPE BUFFER/ ? w ~
17t~j'~~~i = VUr C~ a~, = 80~ ~ FLOODWAY TREE COVERAGE N ~ r s
~ ET ru ) 1t~of ~,111
~ _ so a 1 inch - {t, a~
s~, STEEP SLOPES WETLAND
+ + + +
DRAWN
FJS
CHECKED
DATE
04/28/06
SCALE
1s = 601
JOB No.
0161E
CITY OF DURHAM PUBLIC WORKS DEPARTMENT 'MENT SHEET No.
APPROVED
caanc~xwc wa TE
' 9TOIiN M617FR WTE TE C100A
TRAMWORTATION Mff TE
MTE TE
WTE TE
OF SHEETS

TAX MAP; 714-Ot-32\ .MAP:. 22-01 r0 ~ TAX MAP: 774-01-031
PIN; 0853-04-61 887 PIN: 53,-'04-~-6'698, ' PIN: 0853-04-51-5049 •0,31 m
-51-5049
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i i i i i i i i i t , i ~ ~ ~ i ~ J ~ . '
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- L ~ _ ~ ~ ~ ~ ~ L_ J COPYRIGHT 2004
THIS DOCUMENT AND THE
DESIGN ARE THE PROPERTY OF
RL HORVATH ASSOCIATES, INC ANY REPRODUCTION WITHOUT
PRIOR WRITTEN CONSENT IS
I L _ ~ ,y. r-- 1 PROHIBITED
~
~e I I m I I ~ I I II I I I I I ~ ~ -I 1 I- 1 f SEE v --i r- nn
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\ ~ ; SCALE: 1" = 100' ~ ` w w z CFC
~S ,r I~ w ~ Ld cr. 0 0
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SEE SHE T C100A _,~-~-~f~~ ~ EXISTING P~IASE ~ J Cr m
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l ~ N~ Fy6h / .1 f~ W ' W. ~ 4'.
v rr.. ~ ~ wu II ~ FOR DETAILED SITE PLAN INFORMA ON •~,r~tnrrrrrrr,
oPV ~\J ww, u' y
m ir" i ,r'' 4~ b yC T. ,5~ 1;~ ~j ~ 4 n
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1 ~ quM gyp' ~ gyAU• ~ , ~ / GRAPHIC SCALE ? • r ~ . a r • ? r •
t 1 N! 1 .~..~a 4.' ~ ~ r ~ ~ a G!~~
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DRAWN
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.ayl, "{~Gi' `.r M dam i ~ , , 'mwa w ' ,'~7~1 r~ "kna, no "k+ v m a n 4,l + E / N r t, ni DATE
~vrvr. : , r~ yr ~ ~"1' J 1+ l + Nay / r ;1 ,I J i OA/281-- 06
r ww SCALE
r +r~ 1 ~ + i ~
"W m k' ~,1. i 1~ 100
~^"e.4' :r;*~.`%°'Jr ~ e~,~n~.wa~~n ~J^4n„'l,.f~.r,f, •'iNW4~~y/ . , JOB No.
0161E
SHEET No.
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~ ~ , \ k ! ~ ~ ' ' i ~ / , i ~ C002
' , 1 j y 'i ~ ~ i l ~ i
/
OF SHEETS

' N tes ~ e o AREA ~ # AREA #2 AREA 3 AREA 4 ~ ~ TAX MAP; 714-01-32 )1-32 m
• To o ra hic information abta~ned from Cit of Durham ma s. P9 P Y p sP 13P Q d „ 0 p • 0 0
r surve JnformatJon token from o lot re ared b ESP Inc, for J, Milton Alrheart Baunda P P p Y ~ „ Y Y p 3a so n ,,rp p ~ P PIN. 30461 V PANTHER CREEK OF DURHAM L.L.C• ~ U DE ELOPER, $P 11P 12P 6P „ u ~ 14 r 9 r 12 r 23,30 OPERATIONS DRIVE -04-61--8876
dated March 1973 P,B, 76 PG. 54 • s P 0 Q 7°P ~ „ 1P Q TAX MAP. 722--01-002 8P 5P )1-002
• Annexed boundar information taken from b 42 23 >»P ~ P z4 P Y P P9 p p , 1 M ~,.M o DURHAM NC. 27705 N o PIN: 085 4-6 - 3M 3 0 2 10P 0 -04-62-6698
annexation ma re ared b Duane K, Stewart land surve or dated 6 7 2000 C and p p p Y Y Q 12 P 3'rM 24 P ~ 0 4 M „ PHONE [phone] P 2"4 „ 8 P
p~ Q • 100 r,Flood lajn exrst on sjte: ran e from 283.0 to 2900 1 M p g C~ „ „ 2 M 4C 16P 1U P Q „ TAX MAP: 714-01-031 16P o 6M o , V U ' )1_031 °
as er F1RM anel ma s 3706300087 G & 3706300091 G dated 2 02 96. 3 M „ , p P r 9 P 6 P 4 M 1s P PIN; 0853-04-51- , O 4M -04-51-5049
30 P ~ P-PINE ~ 1p P Q ~ „ n a 1Q P P-PINE o
N eS 1~°P 6 P 0-,OAK 5 0 p t~lt 4 ~ Q u 10 5Q 3M a-aAK C7 ~ P 1 0 1{3'~P 13 P
2"M ,~IrM C-CEDAR 2 M p • in urfon Road 16" Line Ardsle Drive 8" Line & Leer 8~ line lJ M-MAPLE ~o°p ~I.n Wafer ~s avajloble B , Y C-CEDAR 'D ~ M-MAPLE o zZ
,r 1 p D-DOGWOOD Q • ed alan Panther Creek 18 outfoll & Ardsle Drive 8 . ~ 6 M ~ M M Sewer js locat g Y 0 sp „ so ~ a D 9 M ~I 5 P p-~acwaa~ 3 M B M TOTAL. TRACT AREA = 161.162 ACRES 0 100 YEAR FLOOI a~ EAR FLOOD PLAIN w
12 P ~ T-POPLAR p p • I ric tele hone and cable are oN avarlable• 1 ~ 12 P 6 M E ect , p o „ 14 P 6 M T-POPLAR 11~~p 11 P 16 M 13uT cf) z 00
AREA IN FLOOD WAY= 21.7 ACRES / WN Lli p
AREA IN FLOOp FRINGE = 42.6 ACRES ' • • • • • " • • " • • " • WLo a_ p
Existing Stream drains less than 25 ac,, NOTE: TREE SAMPLING AND SPECIMEN TREE SURVEYS ARE NOT REQUIRED WITHIN F ' WAY
therefore, 50' stream buffer does not apply as per Durham Zoning Ordinance, LOODPLAIN, ZONING. PDR 1.69 REAM BUFFERS, OR ALONG STEEP SLOPES AS PER THE DURHAM ZONING OR INA a
However, er Division of Wafer quality the P D NCE. WATERSHED; F J-B OVERLAY z
stream is subject to the Neuse Rivet Buffer . v RI ER BASIN . NEUSE
rules, which requires a 50' buffer from top of stream bank. Investigation is currently being STEEP SLOPES SLOPES
ucted to verif thier classifactian which coed y
should elminafe the buffer from the property,
Y••~\ r '''i" ' I ~ t '4 ~ 4 ~ ~ ~t ~ ii ~~'I •1 1 t 11~ •i 1 ! I i I j'r' ~ ~ f' I ,,,.,l
J r r f ''•1 t' l /1 { 1~ i y , t V / I I j ~ ~ 'r ~ ~ 1 r 1. ; ~ ~ I \ tii, ~ WETLAND '1 1 ' \ vD
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0 ~ Meadow ~ •r /L ; ~ t, G~~ : ~ ' .J ' r'/~'~ r~S r •w.._ ~1 J~, / ` { I , I ~ 1~ 1 r 4 ~ ~ 1 ~ ( , r~' t°, i ~ ,r' A oby D. Barnette 0853-04-61-2307 R-2D Res/Fam 1 r' 1 ) ~ a ~ + , t ~ 1 FF Wa/tace Jenkins 0853-04-62-9776 RD 0 0 9776 RD Vac Res = m
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~ . r ' ( r r r'I? , ~,7f ~ C~ J~Q,!}e , ' J , I~ ~ • / ~ 1 , 1 ~ rl f 3 r~ ~ t 1 --°;.1. ~ f D Joseph 6raom 0853-04-61-3097 R-20 Res Fam 7933 RD Vac/Res 0 ~
R~,. r r ~ ,'°~:~%"P"' wr~r1Y' 'f 1~.`^1^pll"I!(,I, ' ~ f J l / 1 l f ~ , ~ , ; ' / / Il Debra Jenkins 0853-04-62-?933 RD / r , ~ / r P u( Ri ee 0853-04--60-4938 R-20 Vac Re /J ~ i ; ~'~_-,,..••'•°'r r-', ~ ,F ~ ~ ti ) r a gsb / s JJ Debrn Jenkins 0853-04-63-6050 RD 6050 RD Res Fam o-
< ,W under5t0.C~ ''h RA d'wb J ~;r r fi'~ • r l ' ,y' / l1 ; 1, . ' •F' . ,r 1 ,r . ; ~ " r / ~ r .r.. n , ~ " ~ ~ l it ; ~ , rf ° / i ' 'y~ F 0853-04-60-4982 Res Fam _ _ 1, 7 ~ , :l ( Paul Rrgsbee R-20 / KK Debra Jenkins 0853 04 63 5076 RD r-, 0 5076 RD Res Fam t n n
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1 ~ - . ( _ , ~ ~ ? ~ i - ~ ~ 'i 9. ~ t ~ { H Marie Booth 0853-04-60--5776 R- Res Fam _ , , ~ ~ r? r I , r.'...'r„' , r " f \ ~ 20 MM Danl 1 N / e ewman 0853 04-62-3849 RD 3849 RD Res Fom 1 © C
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0 1 l ~ ' t. J' ' ` r J 'r, 1 I'B" B" ~ - ' % rf ~ ` l.._ K Charles Herndon 0853 04 60-7 r , ~ ~ ~ ~ ` ~ 551 R-20 Res/Fam pP Jil! W1ltett 0853-04-6 V 0 CL 0095 RD Res/Fom L/) V)
•.1 1 i , ~ 3-0095 RD ~ ~ F F r I L Shirle Averitt 0853--04-60-84 . . ' ~ / J r { Y 03 R-20 Res/Fam QQ Glenn Bryant 0853-04-63-0101 RD 0101 RD Res/Porn ~ ~ ~ ~z •
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~ r t ~ 1 ~ ` / i't• r' . ~ i %r~, a ' r '4 • i f r ~ .1 ~ `.y 1~'1 r , v I ~w ' , i ( r ~ 1 ~ , ~ S Robert Rt sbee 0853-04-80 1809 R XX Shirle Woodard 0853-03-42-7973 .r ~ ~ h. ~ r' ! f ~ I ~ i j 9 D Vac/Res y RD -7973 RD AG/Fam &
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I 1 I 1 ~ . i ! r ~ ~ ~ r• ~ ~ T ~ ~ ! r r~ , ~ ~ ~ ~ ,'p~ ,f -'s~ar~e 'un e s ~r ,h d wo ~ ~ t ~ r r i ~ ~JN ~ ~ ~ d r t l j 1 ~ •1 h 1 .,r , • / I i ' % , ' /l r ' % U Edward Freeman 0853-04-80 2988 RD Res/1-MN ~2' Wolfer Smlth .0853-03 42-9208 RD -9208 RD Res/rural Z -
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t r J l ~ + f,. , I i ~ 't °t 1 ~ 1 r ~ 'i 1; • o icks 0853-04-81-4034 / Shirley Janes 0853-03-41-8845 i , \ r i ~ I ( /i, , ~ ~ ~ X RO Res am Shirle Janes _ _ RD •8845 RD Vac/Res
1R r, j I ~ , y ,,r •,.t , ~ ~llram Perry 0853-04-81-5141 /F CC y 0853 03 41-9741 9741 RD Res/rural
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~ f "''~f , Randy Lee Dabbs 0853-04-81-8221 RD Voc/Res F~ Frank Morti» 0853-04-51-1339 RD tit' ~ ~ ( .r'^'""yw, , 1 ` y . ' ~ ~ ~ 1 . ~ ~ AA RO Voc Res FF RD 1339 RD Res/rural
' + j ' ) ` M'i 1., t\ ' ~ ~ y , / 1, ~ ~ , 1 y ~ , ~ Kandla Philbps 0853-04-91-4028 / Grace ShuAmq 0853-Ot-48-2857 ,2857 RD Forestry
288, 4 r! F I ! ~ ~ \ 1 ~ ' ~ ; I , : / i ~ , • . - ~ ~ _ -k 1 Felton Elbott 0853 04-92-3465 A riculture GG Jahn Parrish 0853-04-50-5771 •5771 RD Voc/Res ~~``~OR~•• SiRO<
'r 1`t't', t , t ,fir t r' ~ 1 - ! ,r C William DQuinn 0853-04-63-7802 RO Agriculfure y n Vin Hit 0853-04-50-7950 RD • 7950 RD Voc/Res Q M ~
` t ` .'•ti. ~(rf,; f DD 111 R-20 ,r ~ ~ , ' ,i , l ~ ; ~ ~ Sandra Phigi s 0853-04-72-2561 R-20 Vac/ExmPt Rufh Scheer 0853-04-61-0200 ~ y .0204 R-20 Voc/Res
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9 1/~ CC COPYRIGHT 2004 y THIS DOCUMENT AND THE
'f ` DESIGN ARE THE PROPERTY OF
RL HORVATH ASSOCIATES, INC ANY REPRODUCTION WITHOUT
PRIOR WRITTEN CONSENT IS
~ NO SCALE `'PROHIBITED
TREE COVERAGE: SITE AREA D ~ •
p/~~ AREA TOTAL TOTAL TOTAL TRACT g'~ ~ NUM. SQ. FT. PROVIDED REQUIRED S.F. 7,021,000t ',021,0001
PANTHER CREEK OF DURHAM LL,C. PHASE I ~ zs,ooot AC. 161.tt 161.11
EXISTING ~ PHASE II PHASE III
2330 OPERATIONS DRNE 2 35,ooot EXISTING TOTAL PHASE I
DURHAM, NC. 27705 3 53,000t PHASE 1
PHONE (919) 382~2~ 4 39,ODOt AREA. S.F. 634,1201 . *A v ,.n 156.000f 126.000f AC. 14.51 134,1201 776,3121 759,7451 2,17061771 1. SITE PLAN REMAINS VALID AFTER 2 YEARS ONLY FOR THOSE PORTI N F O S 0 THE SITE 22. CONSTRUCTION OF THE CULVERT AT STATION 16+15 PANTHER CREEK PARKWAY SHALL NOT SHALL NOT
THAT HAS ACTIVE PERMITS OR HAS ALREADY RECEIVED CERTIFICATES OF COMPLIANCE, BEGIN UNTIL AUTHORIZATION FROM NCD NR IVI I E D SON OF WATER QUALITY HAS BEEN RECEIVE IN RECEIVED rn r• 00
PHASE II 5 120,0001 14.51 17,81 17,41 49,71 A AND ACKNOWLEDGED BY THE CITY OF DURHAM STORMWATER SERVICES DIVISION. 2 NCDOT DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION. Lo I
NUMBER 3. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO
6 20,OpOt OF LOTS 41 4 39 61 141 ONSTRUGT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY A MANNER THAT WILL ALLOW THEM TO FUNCTION A5 NOTED ON THE PLAN AND IN 23, EROSION CONTROL PLAN TO BE SUBMITTED TO TWE PLANNING DEPARTMENT FOR • KE FORM to
IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES, THIS VERIFICATION PRIOR TO ISSUANCE OF A ZONING COMPLIANCE FORM. _ X i
CIVIL E1VGIIVEE~'~PLAI~IVER 7 38.0001 AREA IN 178,0001 155,0001 FLOODPLAIN INCLUDES (WHERE APPROPRIATE) BUT 15 NOT LIMITED TO; ADEQUATE TRANSITION TAPERS ALIGNMENT OF LANES THROUGH INTERSECTIONS ASSOCIAT 24, EXISTING SEPTIC TANKS AND WELLS ON SITE MUST BY ABANDONED BY PERMIT, MUST BE ED SIGNAL MODIFICATIONS, clq MUST BE d~ p
S.F. 87,0841 $7,08x.1 66,1681 0 153,2521 PAVEMENT MARKIN I N WITNESSED BY ENVIRONMENTAL HEALTH SERVICES PRIOR TO GRADING OR CLEARING OF SITE, GS, 5 G S AND MARKINGS, CURB AND GUTTER COORDINATION WITH ING OF SITE. CD Lu CF) X ~i-
R.L. HORVAII-I ASSOCIATES, INC. PHASE !II $ 21;5001 _ (INCLUDES OTHER PROPOSED ROADWAY IMPROVEMENTS AND I B KE LANES, THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT- ¢ Li..
16 CONSULTANT PLACE, SUITE 201 s ~ZZ,500t FLOODWAY) OF--WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED 25. TREE PROTECTION FENCING M UST 8E IN PLACE PRIOR TO ANY DEMOLITION, LAND 0 0 D rn b
DURHAM, N.C. 27707 ~aa,ooot ~s~,000t OPEN SPACE SIDEWALK CONSTRUCTION. ENGINEERING DETAILS REGARDING ALL ROADWAY DISTURBANCE OR ISSUANCE OF A GRADING P R I . EMT IMPROVEMENTS WILL BE ADDRESSED AT THE CONSTRUCTION PLAN STAGE,
TOTAL REQUIRED 26, ROOT ZONE PROTECTION AREA EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIA, OF DIA. rn
(g19) q80-48~J0, FAX [phone] THIS 478,ooof 4sz,ooot (5~ of 4. THE DEVOLPER IS RESPONSIBLE FOR THE FABRICATION AND INSTALLATION OF ALL OF EXISTING TREES, OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE REQUIRED 51GNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY, ALLOWED WITHIN THIS AREA, LANCE
EMAIL ROWHORVATHaRLHORVATH.COM sueMirra,~ SITE AREA) S.f. 31, 706 t 31,7061 38,$151 37,9871 108,50$1 THE DEVOLPER SHALL SUBMIT A SIGNING AND MARKINGS PLAN TO THE CITY AT ~tJ 04 U
OPEN SPACE CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL. ALL SIGNS AND PAVEMENT T OW MST E N S MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN PLACE PRIOR TO
THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY AND OR T 27. ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL / S REST ACCEPTANCE, • PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE
DESIGN ELEMENTS PROVE°E° >,4$,716t 304,1051 233,0751 785,6961 5. THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS CONVEYANCE SYSTEMS) SHALL BE REVIEWED AND BE SUBJECT TO APPROVAL
I~~~'~ FROM DEVELOPMENT PLAN % of oPEN 24a,~ist SCHEMATIC. A CITY OF ' DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY BY THE CITY OF DURHAM ENGINEERING DIVISION AT CONSTRUCTION DRAWING SUBMITTAL Z ~ 3MITTAL
CONCEPTUAL~ILLUSTRATIVE SPACE IN 33.51 CONSTRUCTION. AFl'ER OBTAINING THE REQUIRED 'PERMITS, PLEASE CONTACT THE TY 33.51 21.71 0 19.11 CI
FLOO~PLAIN OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 6 - 28, THE DESIGN ENGINEER (A NCPE) W{LL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS 5 0 4326 FOR A PRE-CONSTRUCTION CONFERENCE AND FIELD. VISIT PRIOR TO ANY WORK ON TH (PLAN AND PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW AND APPROVAL E VGS DVAL Y) O 00
COOO COVER SHEET SITE DESIGN WILL INCORPORATE PRINCIPLES THAT IMPERVIOUS .PROPOSED SIDEWALK, BEFORE STARTING CONSTRUCTION. THE APPROVAL OF CONSTRUCTION DRAWINGS I5 S ~ Q u)
COO EXISTING CONDITIONS WILL GUIDE NOT ONLY AN APPROPRIATE ROAD LAYOUT, S.F. AND LOT SIZES/SHAPES, BUT ALSO UTILIZE THE SITES LOT 3.500 SEPARATE FROM SITE PLAN APPROVA 6. SUBDIVISION SITE WI RA ED ON A T. 1' L LL BEG D LO B LOT BASIS NOT MASS GRADED,
COOZ REVISED PHASE III OVERALL KEY PLAN UNIQUE FEATURES TO CREATE INDIVIDUAL NEIGHBORHOODS. 3,to0 3,~oa 3,00 3,00 . 7. THE UN[lIS7URBED STREAM, BUFFER EACH SIDE OF STREAM I S MEASURED FRAM TOP 29. FINAL PLAT TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMIT, X M Z Cn
49,4701 $7,2581 63,9091 200,63$1 OF BANK. NO CLEARilUG A,ND~ GRADING OTHER TWAN SELECTIVE TWINNING AND ORDINARY 30, f•INAL PLAT AND DEED DEDICATING RIGHT OF WAY TO BE RECORDED PRIOR TO ISSUANCE ;SUANCE o
CIOOA REVISED PHASE III OVERALL SITE PLAN EACH NEIGHBORHOOD WILL BE PROVIDED WITH n R p yy 49,4701 SIDEWALK SYSTEMS TNAT WILL LEAD TO AN INTERCONNECTING TRAIL SYSTEM AND U~TIMA7ELY THE DURHAM GREENWAY TOTAL MAINTENANCE. OF EXISTING VEGETATION PERMITTED, OF BUILDING P RMIT, E r
C120A REVISED PHASE III UTILITY PLAN IMPERVIOUS TRAIL. ALONG THESE TRAILS WILL BE NATURAL AND S. F. 196,4701 C.14O GRADING ~ DRAINAGE ~ LANDSCAPING PLAN MAINTAINED OPENSPACE AREAS. 8, STATE AND FEDERAL PERMIT' AUTHORIZATION MAY BE RE IR QU ED FROM THE DEHNR AND fiHE 31. PAYMENT !N LIEU OF OPEN SPACE IS REQUIRED AT THE TIME OF FINAL PLAT. U,S. CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTUR IN 4-)
96,4701 258+7581 266 9091 7221381 B G ' ACTIVITIES IN •OR NEAR A, LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF 32. THE RlwC(?MBINATION PLAT(S) ARE REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMITS. ERMITS. rl 0
C140A C.~RADING / DRAINAC~ / LAND3CAPINC~ PLAN ac. a.st WATER AND ITS ADJACENT WETLANDS. ' 4, 5t 5,91 6.11 16, 5 33. ALL 5lGN5' ,4ND PAVEMENT MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MU5T BE ~ , IST BE > M
9, IN THE 5O LANDSCAPE .BUFFER NO CLEARING AND GRADING OTHER THAN SELECTIVE IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, AND IN ACCORDANCE THINNING AND ORDINARY MAINTENANCE OF EXISTING WEGETATION PERMITTED, WITH SPECIAL CONDITIONS NOTE 15 NCE P N 0
0141 TULIP POPLAR Cit. PLAN AND PROFILE SHEET cotaMirTEo TOTAL 10. FOR PUBLIC STORM WAT R RA E D WAGE EASEMENT, OWNERSHIP OF, ANp RESPONSIBILITY
C142 TULIP POPLAR CIR. PLAN AND PROFILE SHEET Ma~c~MUM uw-rs WITH RESPECT A MAXIMUM OF 272 DWELLING UNITS WILL BE PROVIDED. TO TOTAL 10, 29~ t FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN TH15 EASEMENT
0143 STONE FENCE CT. PLAN AND PROFILE SHEET TRACT REMAINS WITH THE GRANTOR, IF THE PROPERTY IS WITHIN OR BECOMES A PART OF uj m
0144 TULIP POPLAR CIR. PLAN AND PROFILE SHEET TRAi~ srsrEM ALL NEIGHBORHOODS TO BE ACCESSIBLE TO A 5' MAXIMUM IMPERVIOUS C~~{S CHERRYBARK DR PLAN AND PROFILE SHEET MULCHED TRAIL SYSTEM LOCATED ON THE PLAN WHICH THE CITY THE M NT AND A PIT T T 34, ALL LANDSCAPIN M EASE E CCESS O N S O HE EASEMENT ARE SUBJECT G UST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF D 5 Q 0 0 10L a:
~ TO THE TERMS AND RESTRICTIONS STATED IN TWE "REVISED DEC RATI N I WT OCCUPANCY OR CERTIFICATE OF COMPLIANCE R IOUS AREA PER DE ELOPMENT PLAN LA O OF RG S AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY 35, EACH LANDSCAPING COMPLIANCE INSPE TI
CI~ CHERRYBARK DR OUIFALL PLAN AND PROFILE SHEET Y?~LL TIE INTO THE FUTURE CITY OF DURHAM GREENWAY ~,6H TRAIL THE DEVELOPER WILL MULCH A PORTION OF THE 1 $52 SQ. FT. G ON AFTER THE INITIAL INSPECTION WILL INCUR ' EASEMENTS RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT A `100 RE-INSPECTION FEE, PAYMENT MU5T BE RECEIVED BY THE DURHAM CITY COUNTY INCUR U COUNTY w W 0
0147 TULIP POPLAR CIR OUTFACE PLAN AND PROFILE SHEET CITY PANTHER CREEK TRAIL BETWEEN THE INTERNAL TRAIL *ALL ZONINGS REFEREN IS INCORPORATED HEREIN, •TH15 EASEMENT AND REVISED DECLARATION DO NOT CREATE PLANNING DEPARTMENT PRIOR TO RE-INSPECTION, REFERENCE DEVELOPMENT PLAN CASE T THE OBLIGA ION TO PROVIDE PUBLIC MAINTENANCE, NO BUILDINGS, STRUCTURES,
P01-74 EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT A R I 36. CONSTRUCTION PLANS WILL NOT BE APPROVED PRIOR TO RECEIVING AN EXECUTED CCO D NG :D z W
Ct62 SIGNAGE AND MARKII~ PLAN sYSTEMS. TO THOSE TERMS STORMWATER FACILITY OPERATION AND MAINTENANCE PERMIT AGREEMENT, PAYMENT OF THE STORMWATER FACILITY PERMIT FEE 02000 PER ENGINEERED STORM WATER CONTROL) IT OF wH
0163 31GNAGE DETAIL SHEET nor size 11. ITY OF HAM A I A W A AND PERPETUAL SURETY FOR THE CONTINUED OPERATION AND MAINTENANCE OF THE SQUARE FOOTAGE OF AREA OF IMPACT IN G DUR 5 NT RY SE ER E SEMENT NOTE; SUBJECT TO TERMS STATED FACILITY (SURETY BASED ON FINAL DESIGN OF POND/DEVICE), CONTACT THE STORM THETROL)
C18O DETAIL SHEET MINIMUM SINGLE FAMILY LOT SIZE TO 8E 6500 S.F. *APPROXIMATE SQUARE A MINIMUM OF 3 LOT SIZE NPES TO 8E PROVIDED. FLOODPLAIN IS 21,00 ~nss cRnowc MINIMUM PDR 1.69 S ~1 OOOs,f, OR 1~ FOR THIS SUBMITTAL IN THE i'HE DECLARATION iN REAL ESTATE .BOOK 1510, PAGE 958, NO STRUCTURES, FILL EM ANKM T T WATER SERVICES DIVISION OF THE PUBLIC WORKS DEPARTMENT. B EN 5, BEES OR OB5TRUCTi0N5 PERMITTED WITHIN THE EASEMENT EXCEPT DRM <
ACCORDING TQ THOSE TERMS. M
PURSUANT TO THE CITY/COUNTY ZONING ORDINANCE, LOT STANDARDS Lr) W
THERE WILL BE NO MASS GRADING WITHIN THE PeAiTHCR f`RFFIC CI IRf11VISl(1N. 12. AT LEAST ONE F T T PAR N P P • OF S REE KI G 5 ACE ROVIQED FOR EACH LOT, A MINIMUM A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND OF 20 REQUIRED PARKING AREA FROM R.O,W. TO FACE OF GARAGE. AND 1:
SETBACKS; AVAILABLt FUK F'tKiUUIG INSNtG f IUN AND U5E DURING CQNSTRUCTIDN TQ CURRENT ZONING; POR-1,69
TOTLOTS , 13. ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FR EVALUATE C©MPLIANCE WITH THE.APPR4VED 51TE PLAN, REQUIRED IN5PECTIONS MINIMUM LOT SIZE: 65gq S . F7. INGE, INCLUDING FILL, NEW Q w
F THREE TOTLOTS LOCATED FRONT YARD-- 20 (REAR DRIVEWAY r TOTAL 0 THERE WILL BE A WITHIN H P N SPACE AREAS. - 20~ (FRQNT pRIVEWAY) TEOE CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, 5TORAGE OF WILL NQT TAKE ?LACE IF THE JOBSITE COPY 15 NQT AVAILABLE ANp RE-IN5PECTION MINIMUM LOT WIDTH: 2O FT. MATERIALS AND TORAGE OF TOXIC OR FLAMMA S BLE SUBSTANCES, IS PROHIBITED EXCEPT FEES WILL BE CHARGED, ON
51DE YARD- 6` MIN, AVERAGE LOT WIDTH: S2 FT. AS PROVIDED BY APP ICAB E FLO D HAZAR R T L L O D EGULA IONS,
- 15` TOTAL SIDE YAR TRAN5ITIONAL USE AREA D WATERSHED OVERLAY DISTRICT; F J_g FLOOD PLAIN ZONE; '~X'° AN "A " / D E
THE 5p~ TRANSITIONAL USE AREA SURROUNDING THE - 1O` MIN, STREET SIDE YARD YARD RIVER BASIN; NEUSE FEMA MAP NUMBER: 37O63C0087 . G & 37 06300091 G ,•••trrr n rrtrrf'
PROPERTY ARE TO REMAIN UNDISTURBED. - 1p` MiN. SIDE YARD (CORNER LOT} gRNER LOT} FEMA .MAP DATE:' 2/296 FLOOD PLAIN EXIST ON THIS SITE, APPROX, ELEV, VARI
16` MIN, SIDE YARQ BUILDING TO C FLOOR ELEVATIONS , UILDING TO BUILDING) ES 283 290 AND ACCEPTED BY THE CITY OF DURHAM. • i ff i •
ALL FINISH FLOOR ELEVATIONS WILL BE NO LESS THEN REAR YARD- 8 MIN. 14, A MAXIMUM OF 1OO LOTS CAN RECEIVE A CERTIFICATE OF OCCUPANCY UNTIL 7HE WATER
SIX FEET .ABOVE THE 1p~ YEAR FLOOD PLAIN ELEVATION. SEE TYPICAL LOT DE51GN FOR OTHER INFpRMATU R INFORMATION LINE IN COOK58URY R A IS IN TA FR M 0 D S LLED O GEER STREET TO NEW ENTRANCE ? y r w r f • ~ I 4
ss---~-- ss-~-~-~--------- w 15, ROAD WIDENING ON BURTON ROAD, EXTENSION OF COOKSBURY ROAD (APPROX..200 f' f fA(a
" ~ - AND SECOND ENTRANCE Tq THE DEVLOPMENT SHALL BE COMPLETED BEFORE THE {55UANCE n r EUAY OF THE 61st BUILDING PERMIT ref f~+~t ,~t~ ~ •d
R.p,W~ ...r
CITY OF DURHAM SUBMISSION RESUBMITTAL APPROVAL sJaa warER METER n 16, A TRAIL CORRIDOR OF AT LEAST 100' IN WIDTH AND APPROXIMAT ' ""'°``~-,..5/8 WATER METER ELY 2,aOq IN LENGTW ~ (ALONG THE ABANDONED RAIL ROAD LINE) WILL BE CONVEYED TO THE CITY OF DURHAM
~ 4" CNA. SEWER SERVIQE ~VIQE Li' 4' DIA. SEWER SERVICE FOR THE PURPOSED PANTHER CREEK TRAIL SYSTEM, THE DEVELOPER WILL GIVE THIS
12 29 05 sETDAI;K Site Plan Package PROPERTY TO THE CITY AT N0. GO.ST TO THE CITY, 4 f
. t
Extension Agreement APPRgifCMATE BUILDING 17, SUBDIVISION SITE COMMON OPEN SPACE TO DEEDED TO H OMEOWNER S ASSOCIATION PRIOR s~r>~cK TO FINAL LOT SING PLATTED.. FOR ALL OF PANTHER R ~ ~ DBN ~ C EEK, ~ ~Y q,
f (~1TPRINT Storm Water Services wlrw REAR ~ A~.,i~ ~ A~p~° ~~~G~i ~0` w
DRIVE 18, DOCUMENTATION OF PROPER LEGAL PROVISIONS INCLUDING A ~ A~nR~c~saAT~ ~ TTORNEY S CERTIFICATE aiunnlN~ HAVE BEEN MADE FOR THE ESTABLISHMENT OF A HOMEgWNER S ASSOCIATION DECLARATION MCC DRAWN MCC LS
~ En ineerin Construction Plan Sign-tiff 9 g PppTPRINT wlrH PRONt QF COVE:NANTS AND RESTRICTIpN FOR THE COMMON AREA5 FOR PERP A CHECKED
naty~ ETU L OWNERSWIP AND MAINTENANCE OF COMMONLY OWNED ANp IMPROVEMENTS AND LANDS AND IS
Sewer Permit • ' RE UIR D AT TH TIM F FIN T. ~ E E E O Al, PLA DATE
R• I I I ( 19, A COMPLETED S1'ORMWATER FACILITY MAINTENANCE AND OPERATIONAL PERMIT AGREEMENT 04 28/os
Water Permit l5 M N, . 3' MCN, WITH APPROPRIATE FEES, CALCULATIONS AND DETAILS MUST BE SUBMITTED AT TIME SCALE A
' MIN, 15` M N, OF CONSTRUCTION PLAN .REVIEW,
R,O.W. Dedication & Final Plat , . 2q, 217 5q , FT T AT I 0 SQ OBE DEDIC ED TO C TY TO TAKE CREDIT RATHER THAN MAKING 1n° A
OUNTY QF DURHAM ~ _ C Erosion Gontral Plan letter Of A rovol P YMENT-IN-LIEU OF OPEN SPACE, CREDIT FOR PHASE i II it A , , i THAT IS IN EXCESS JOB No.
PP SHALL BE APPLIED Tq FUTURE DEVELOPMENT, FOR THIS TRACT, 0161E
R,q.w. ~.INt: _..r_.. Drivewa Permit i~atvt:wAv NCgaT ~ y 21, CURB AND GUTTER ON WIDENING OF BURTON ROAD THROUGH TAPERS QF PROJECT SIDE SHEET No.
ALLEY OF BURTON ROAD, ONLY IF DESIGN CONSTRAINTS ~.DICTAT AT E CONSTRUCTION DRAWING PHASE OF PROJECT, OTHERWISE STRIP PAVEMENT,
T U ilit ncroachment NCDO t y E
M 631 C000
Sidewalk Encroachment
A W A
OF SHEETS
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