20052254 Ver 1_Site Plan_20060606

i~ - N,F -NOTES -
oousEas ~aNL "oNr~ DB 5271 P;. 5a NEE
~ BM 1992, FS X65 JACK M JONES, and wife, - - PINS O6S&~1-'6-P6a: I PEGCY J, JONES wae, 1. THIS PROPERTY IS ZONED-R-B
ZONE6 ~ OB 2253, PG. 41 i
~ FINS 0656,12-75-6353 Y ~A' ~ o iONED~~ R-20 X353 2, ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS.
w z - - ~ Ord wile, - 0 0 ~ 0 3. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT THE
- - - ~ co 0 Y 4 O ,a - m r~ 3 Q ~ ~ o- N /O ~ w BENEFIT OF A TITLE REPORT, THIS SURVEY IS SUBJECT
~ 20 fit ~ ~k 3 ~ °E ~o a ~ SD5'D9'23"W a TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED
~ ?813 wxx ~H - : aLl S Q ~ 566.63' _ k 30N3~ 3aIM 9 x x SD2'S1'46"W BY A FULL AND ACCURATE TITLE SEARCH. 46"W 3~N3~ 3aIM,9
w - ° ~ ~--x a x ~ ~ Q o M N T CONFORM TO G.S. 47-30 AND IS NOT INTENDED FOR RECORDATION. - x x X - 4. THIS MAP DOES 0
- - - - 3 N3d 33 k a s o ~ = m ~ 3al - 1n X11,8 a z m ~o ~ ~ ~ 3al i r-3a~-- ~ _ 5. ONE FOOT CONTOUR INTERVALS
~ z z ~ ~ / _ ~ TO BE OUTSIDE 500 YEAR
~ 3M °a ~ i a ~ ~ 3S000M ~ m ~ o - ~ ~ 6. THIS PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED ~ / ~ ~ ' FIRM PANEL 3718300669 E,
G1_ N ~ o am / ~a~C A. BEa ~ e a w ~ 3NIlSD m oo, ~ FLOOD PLAIN AS SHOWN ON mm ~ ~ WITH AN EFFECTIVE DATE OF MARCH 3, 1992.
TAMMY L E:
DB 8282, PG ~:^A ~ ~N~3Sp ~ o of 0 BM 1986, rG, m o OM % NUMENTS LOCATED WITHIN 2000 FEET OF SITE. ~o 7. THERE ARE NO NCGS MO
PINS 065611-".-'`:' ~ 3 ~ ZONEB', ~ " m ' 8. THE GRID COORDINATES SHOWN ON THIS PLAT WERE DERIVED BY STATIC
~i i DIFFERENTIAL GPS OBSERVATIONS USING TWO DUAL FREQUENCY RECEIVERS, I
- - w I THE VECTORS WERE ADJUSTED USING THE FIXED STATIONS NCLI, RALR, AND
N z a / o PRODUCING A WEIGHTED LEAST SQUARES ~ NCRD USING OPUS SOFTWARE,
w - i z 'HALL o 30.8 ~ ~ z w, ~ _ ~ , ~ ~ w ADJUSTMENT OF THE NAD 83 POSITIONS. OTHER PROPERTY RELATED ITEMS I
CHARLES D. ti! h" and, a ~ ~ a / ~ WERE LOCATED BY USING CONVENTIONAL PROCEDURES.
UICK'i A AEr,u~~S w / ~ O 38,0 'a i oB 7991, ; ~a ~ ~ SHED N ~ 5g5 g5~ ~ ~ ~
BM 1985, `3 z ~ a 38.0' ~ ~'IN~ 0656''-'~-:°38 Q ,a ~ ~ ~ 9. THERE ARE NO CEMETERIES OR BURIAL GROUNDS VISIBLE ON THIS PROPERTY. • N
ZONES' ~ ~t - T
~ _ ~pUNDA¶ON a .o ~ ~S~a~ o z
,NOD m _ _ ~ w r am p ~
- ~ n X10 `a I Y S . - - ~ ~ L ~ / = i PHASE 1
J S~ HUNTERS RIDGE DRIVE _ ' ~ DRIVE ~ o ~ - GRAVEL o i _ r AREA: 10.412 AC 3
50' PUBLIC RIGHT-OF-WAY a r 395 0 ~ Wa ~tn
c, .50- ' ~ a ~ , ~ 1 PHASE 2 • w ~ NLF AREA~~ 9982 AC
2 aro~ nip ~ ~ a C 6' ~ N C. CAPIigL GROUP SOUTHERN OA~!S, LLC
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1 y5 ~ - - p. ~ R~W RIGHT OF WAY
~ ~ ~ ~
~ONNOR, and wife, ~ \ IPF IRON PIPE FOUND P~ of
EC~~_EN ~~ONNOR a ~w, Q IRON ROD FOUND Q IRF
B 8409. cr 1?02 a BM 199 F.° 848 N00'12'45~~W '65.02 - i / o~ ~ / I ~ ~ IRS IRON ROD SET ~
4 P1N~ 06561'-B5-4942 ~ / w't0'~ ~ 0 ar~~~c ZON29: p-' ^ U a ac ~ ~ ~ S1,WE IRON PIPE SET ~ IPS
n00 ~ ~ cG ~ r W~, I , W gM BOOK OF MAPS
z ~ ~a~o w YZ,L n,> ~a i ~ N F NOW OR FORMERLY
~ U O II w=. ~ V Z J - U U ~ ~ ~ DEED BOOK ~ DB
ZQN - ~-a.; Ond wit= / W O'~ Y WpD~SL~~N~ / - - .c; M'JRRAY a a P ~ w ~ P G PAGE
U PG. 826 w x / ~ ~r N OVERHEAD ELECTRIC
=F=, PG 848 - _ ^56.11-65-3&56 OHE $ r
..EC R-15 N/F ~neRSN ~ saw~eFl. a~. ~ CMP CORRUGATED METAL PIPE 3
j MARY ANN Sa~~:• ~ LSA LANDSCAPE AREA
BM 1'95. - ^ ~ ~ w - ~ ~ GUYWRE ~o GW N.C. CAPI~P, ~ SOUTHERN OAKS, LLC
PINS ~ " O E ~ ? 2332 PP POWER POLE
J o _ ,t ps, aa5 1 0,.: ~6E>a-63-assn WELL
\ w W 3 w z / ~ z W aW w z o ~ / ~~E~_ R-~s
J VI / / ~ O k O O a C CATV PEDESTAL v, ~ o z ? 0 o s ~
iv o 3 / <39~ 3 ~ 3 T TELEPHONE PEDESTAL o ° o = 30.5 x
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PINS:_;: - _ a ,~ti'Z9B 1.10 / ~ ~I N03'20~23"W
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N ~F ?OOK 0-E-549
OELLA T DB 729, P~ ='.e _6~~g4R6q~022P 60~ 0 - 60' 120
BM 1995,
~IN# 0656.11-c`.-:_=- ZONED~, ~ , SCALE: 1 =60 (Horiz.)
MkC FILE NUMBER DATE, MARCH 2005 SCALE
0X101 MCE PROD. # 4068-0001
SEAL SEAL HORIZONTAL: DRAWING NUMBER DRAWN LRA
JLM ~ =60 DESIGNED
~ VERTICAL:
CHECKED GML
PROJ. MGR. GML NA
nn ,P 200 MacKe ,;n Court, Su 200
Cary, Nortr Carolina 27t!'
Phone: [phone], ~-cx: [phone] EXISTING CONDITIONS PLAN STATUS: REV~sioN Final Design Construction
Not Released for
dATE AA0002667 2 CONSTRUCTION DOCUMENT SUBMITTAL 1 REVISED PER TOWN OF FUOUAY-VARINA COMMENTS REV.NO,
DESCRIPPONS WWW,mcklmcreed. can'1
REMSIONS

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N,f -
oausLn`; ~~NE 6oNEs DB 52?1 PG. S4
~ M 1982, P; 785 _ _ a N/F - PINS 0666.11-?E-^542 ~:A^_k JONES, and wife, GENERAL NOTES:
I ZONFC: R-20 ~ ~ o~GGr J JONES 1, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES,
~ ? ~Lg Z253, PG. 41 RELATED UTLITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER
r~r,A Q, N~. ° w Q ~ o oiNq 0656.12-75-6353 E P -1S~RER, and vr!fe~ _ I pA`Tr C P~^NER / \ ~ ~ ~ ° pa ~ 70NED: R-?0 EXISTING IMPROVEMENTS WITHIN LIMITS OF CONS"RUCTION. CONTRACTOR IS TO
DB ?E63, P; 6?0 I j C) ~ ~ rw ~ ~ ~ BU 1986, PC 259 ~ a ~ 30,62 Bok ~ ~ ~ REMOVE AND DISPOSE OF ALL DEBRIS, APPURTENANCES AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS AND W'LL BE RESPONSIBLE FOR ANY
PiN~ D65fi 11-?8-2813 a Sp5'09' x - zx 23"W a COSTS INCURRED. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE
'_ONED: R-16 it~l 3y5 ~ ~ 566.63' _ 3pN3j 3NIM AND~OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
~ k 'a, n ~ x -'~-~9 x x 502'51'46"W ~ z ~ / z ca 2. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
_ M a a o = ~ x - X 3~N3u aalMsx - PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION OF THIS
a= m o~ ~ m ~dl--•---_ JJ' ~ 3al al - PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRIN I - G DUR NG CONSTRUCTION OF THIS
N O> p Z Z cv ~ 3NIl$pOpM ~a z a L.~_ PROJECT.
II' ~ w ~ ro REMOVE BUILDING ~ , Cu ,i0 P- BE6G, aid w'~ie, ~ z ~ ~ cY7 ~ 0 ~AMM7 L BE°s ~C~( ~ ~ / tl 3, TH E CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND~OR
~ ~ q ~ a ~ 3Nnsa m DB 828?, FC _fi8 I ~ 1 ~ 3NIBS / ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
3M 1986, FG, ~E29 A , ~ o OOOM ~ FiNy 065611-?`. X828 3 i g RECORDS FROM THE VARIOUS UTLITY COMPANIES AND, WHERE POSSIBLE, / MEASUREMENTS HAVEN BEEN TAKEN 1N THE FIELD. THE INFORMATION IS NOT TO BE
ZONED: ~ ~ i~ m ~ RELIED ON A I S BENG EXACT OR COMPLETE. THE CONTRA T R M / C 0 UST CALL THE
REMOVE BUILDINGS g°~ TREE PROTECTION / ~ APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATIDN TO
- ~ TYP R MO / - FENCE ( ) N E ~ / . / REQUEST EXACT FIELD LOCATION OF UTILITIES, IT SHALL BE THE RESPONSIBILITY OF ~ ~ ~ THE CONTRACTOR T R / 0 ELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
z REMOVE GREENHOUSE dt w / / w ALL APPURTANCES ~ ~ I / PROPOSED.
r _ ~ ~ ~ / ~HARLES D HaR'~-~P4E, and, ~ z ALL ~ 30,6' ~ ~ / 4, CONTRACTOR SHALL ENSURE THAT ADEQUATE MEASURES ARE TAKEN PRIOR TO TH
a w y 'DICKY b. BL4;Fpld~; 6 ~ w w Q'( I ~ Tf ,1 TREE,PROTEC110N E REMOVAL OF ANY EXISTING STORM WATER SYSTEMS SO THAT THE DISCHARGE OF FENCE({~'ff') WATER REMAINS UNINTERRUPTED BOTH ON AND OFF IT
oe f9ai, ~ W ~ FE ~ ~ 36.0' B~ 1986, FG ~g a c S E.
PiN~ 0666,''- 5-88.38 ? ~ SNED ~ N I. a N p~ ~ I ZO FL. ~ 38. I ~ 5. CONSTRUCTION TRAILERS AND TEMPORARY UTILITIES CANNOT BE LOCATED IN ANY
a ~ w o ° PROTECTED AREAS. ry N ~
N ~ ~ N ~ ~ AT10N MN 6, ALL TREES OUTSIDE OF THE TREE PROTECTION FENCING (WITHIN THE PROJECT WORK N
D~S~ TREE PROTECTIO ~ / fOUND o 'o w0 FENCE (T1fP) ~ z o ' -~9C- a co REMOVE \ a.~.-- ~ w ~ ~ i ' ' nn`` AREA WILL BE REMOVED. ~ W ~ N)OM
~ yp W U V - REMOVE BUILDING - ~ ~ ~ HUNTERS RIDGE DRIVE - - _ ~ Y ''o ' 1 ~m II ALL TREES THAT A ~ i 7, RE TO BE RETAINED ARE ADEQUATELY PROTECTED WITH TREE Nw~Z
5 ~ ~g ~ ~ GRAVEL DRIVE o ~ 1 ~ 8`-. S 0 PUBLIC RIGHT-OF-WAY ~ p : ~ a PROTECTION FENCING THAT IS PLACED A MINIMUM OF ONE FOOT FROM THE TRUNK ~ z W ~
~ OF THE TREE FOR EACH INCH OE THE TR "'z ~ ~ EE S DIAMETER Al BREAST HEIGHT AT 4.5 = „ _.,o
wa O ' o tu39®- ' ~ m z ~ a , ( 3 FEET A80VE THE GROUND, (10-INCH CALIPER =FENCING PLACED 10 FEET AWAY v~io"' ' `V d~o~ NrZZZ ~ ~r
a ~ n REMOVE GRAVAL DRIVE ~ 1 ~i o ' ~ o S. FOR UTILITY LOCATIONS, CALL N.C. ONE CALL UTILITY LOCATOR SERVICE 3 DAYS b~>~
c: u ~ , aQ < ~ Z 30.6' ~ . r. . 1 ~ PRIOR TO DIGGING. CALL TOLL FREE 1-800-632-4 4 M~F 9 9. oV ~ N.C. CAPITAL GROUP SOUTHERN OAKS, LLC
,,J E - _ti'° EEwI~w~I~~ ' ~ ~ ~ Y I REMOVE GREENHOUSE
n a ~ ~ ~ a TREE PROTECTION z APPURTANCES ,B :836 ~ a ~ "7` R 1NE MOvE GREENHOUSE oe 99oi, Pc. 23JJ g. BURNING OF DEBRIS WITHIN 1000 FEET OF RESIDENCES OR THE BURIAL OF STUMPS • ~ ~ 1 BM 20n3, p~ aa5 AND DEBRIS ON SITE IS PROHIBITED. ~d L APPURTANCES ~ PW~ 066fi.04-74-4420 ~
_ 1L 3159 w ~ FENCE {TYP) i ` z 501E 0 pDS~ 2orvEO: R-eC~~ 10, A BUILDING PERMIT IS R IR EQU ED TO BE OBTAINED PRIOR TO DEMOLITION OR
W `~-8899 ~ 3 ~ ~ L. ~ c m ~ ~ ~9c~ o w ~ ~ RELOCATION OF ANY BUILDINGS ON THE SITE. A COPY OF THE DEMOLITION
j / / ~Y ~ 3 ~ Q ~ ~ N N ~ ~ - 7 a ~ ~+D 3 ~ NOTIFICATION FROM TH N ~ E C HEALTH HAZARD CONTROL UNIT, DIVISION OF PUBLIC HEALTH AND AN ASBESTOS INSPECTION REPORT FROM A NC ACCREDITED ASBESTOS
L.L - - ~ w ~ c0 ~ o] ~ ~ ~ ~r tp ~O, I - ~a 'O~ ~ ~ ~ ~ ~ a ° ~ / - ~ INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THIS PERMIT.
v~~i ~ ~ 5.0 ~ ~Q~~~ ii_ o ~ RNA ~ ~a~ ~ _ 11. GROUND IS NOT DISTURBED DURING LOGGING OPERATION.
~ ~~~o ii w ~gA a i1 OC W Yz~a"w ~ ~ x ~ 35.0' ~ ` ~ ~0
4!h~'~AL_ . °"d wife, , - E ~ z w w ~g6f EXISTING WELL CAPPED. ~ 12. PONDS NOT IN USE DURING DURIN .o . G LOGGING. /
Z ~ ~-I ~ ~ ~ REMOVE WELL-HOUSE '~-x _J no w- _ _ _'.19 ~ W 0 ~ 3 ~ w RS ~~a- - ~ ' 13. TOPSOIL STOCKPILE LOCATIONS TO BE DETERMINED, AND TO BE HANDLED U ~
~ - °~os _ . Y - ~ d '~4 EROSION CONTROL M A RF E SU _S /
~ a / c U Dg~ o ~T i Ti a ~ ~ ~r 14. CON„ RLC ON TRAILER TO B LOC. T~D w ~ ti _ 4GING AREA, AND TO BE
~ * ~ ~ DETERV+iNEC CURNG COVS`P„C"'ON LCC.,':"E'~-= TEMPORARY USE PERMIT ti ~ ^ IS RL.,..'PE.
0 _ ~ ~ - m ~ ~ d 3 c w REMOVE BUILDING so 00 ,
a W r ~ ° ~ APPERTENANgES c~ a^ ~o
i Tr x rn
~EEEEf b. ?3 pR~'. F. ~ ~ ~ „ ~ Y ~ M ~ 9 E~ KLKR!P J. , ' _ f ~ ~ ~ ~ C ~ i7 ~ ~ u~ ~ 9 t ~ ~ I II ii ~ ®y
~a=, _ _ / ~ _ Ah+ ~za= ? ~ 4
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d ~ - - - ~ a ~ ~ T10N . •s TREE`.. PROTEC ~ /
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m" ~ ~ I /
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A 1 1 Aso, /
~ r % o ~ ~ / -LEGEND - -
9~JNOR, and wife, 1LEN C6NNOR
~~ao9~ ~~703 - ~ P ~ R W - - ~ ~ RIGHT OF WAY
i+M ?995, Pc, 848 N00" ~~<,"W 'S5 02' ~ rINNOfiC6~'-r~-a942 - ~ M ~ ~ ~ o? . In ~ ~ ~ ~ QP 0 IPF IRON PIPE FOUND
'~yF ~ ~ a~~~~ ~aro~~ 0 ~ 0 IRF IRON R F ~J OD OUND
/ M ~ L r, ~ ' ~ IRS IRON ROD T
/ ~ ~ ~ w n ~ ~ ~ o ~ ~9~ CLEAR AREA J SE AREA ~ C~ J~ P S R N P Q 0 IPE SET
N L ~ / w i. u o o u ~ ~ TREE PROTECTION ~ ~ ~ ~ o z w w FENCE (TYP) ROCER 0 MURRAY, c~~ . z a ro o ~ ~F ~ BM BOOK OF MAPS
THERESA MURRt ~ ~ ° ji' ,ti^ODSUNE 1AF
DB 776a PG 8=c K ~ ~ ~-TPf TPF BM 1995, PG E_= - - w x ~ ~f / NSF NOW OR FORMERLY
PiN~ D6S611-66-: ~ ZONED: R-'~ `JF _ - _ ~ DB Z DEED BOOK
i , - CAWICKI, and ~ ' i ~ aPIN SAWICh;' ~ ~ ~i, - PG PAGE
i~ ?29, PG- 89a ~ ~A' OHE OVERHEAD ELECTRIC 3
'?35. PG. Bea ~ ~ ~ v - ~ _c`6.11-65-,-- ~ ,V~ d1 dd1-~-- CMP CORRUGATED METAL PIPE
_~~~-o~ ~-i5 a ~dL ~9 ~ MOVE BUILDING ~SA ~AN RE DSCAPE AREA
0 J o :o o ~ N.~. cnPiln~ ,a1HERN onKS, GW GUYWIRE
i ~ w w ~w 2332 w / ~ ~ w I ° 445 PP P
- 3 w Z o u~ k ? N ao OWER POLE o ~ ~ Pi^,: -~~.~~:-03-4690
f ~ ~ o az o Q Q ~ ~ ~-,s ® WELD ~ ~ o F
% ~ 3 3 z 30.5 ~ C CATV P 3os ? EDESTAL
JDE N ~ rfe, ~ ~ \ EXISTING WELL CAPPED. ~ u7 ~ in N T TELEPHONE PEDESTAL
KAG=', _n-. ' \ REMOVE WELL-HOUSE ~ M ~ ? ~ i 30-5~
BN ' _ - 30-5~ PINp _ ~ ~ 1
~ ,Sb'Z98 LION
~ / ~
~ N03'2C~23"W
I
~ NSF '~~F 0 PARKER HEIRS c00K p-E-549 Z
DELLA T FLEMIN~ DB 729, PG 52 _ .c304-64-D2?2
BM 1995, PG, 53", =~1~ 0656.11-65-0~3~ _.',.D'. R-2~1 60 ~ 6~ 1 20
ZONED. R-8CU
SCALE: 1 "=60' (Horiz.)
SEAL
DATE: MARCH 2005 SCALE Mac mE NuMeER
MCE PROJ 4 - C~1 # 068 0001
DRAWN LRA HORIZONTAL: oRnw~NC NuMeER
~I 111 l I e Y_ ~~e R i ~i e ~i r ~F~~~~~~~ „ ,,~_60~ -
200 MccKenan Court, Su~'e 200 i vv~vr ~ i vnl~ll\/-l~ IvV
Cary, North Carolina 2751
Phone; [phone], fax: [phone] LPR KED GML VERTICAL: . MGR . GML NA
2 CONSTRUCTION DOCUMENT SUBMITTAL 8/05 AA0002667 EB0006691 I REVISED PER TOWN OF rUQUAY-VARINA COMMENTS 4 8/05
REV.NO DESCRIPTIONS OATS DEMOLITION PLAN STATUS: REVISION
N www.mckimcreed.com REMSIO 0/ Final Design
--of Not Released for Constructio

_ _ - - 70' RICHT-OF-WAY
15' PLANTED BUFFE 1' S' 49' BACK TO BACK
SIDEWALK 4.5' 4.5' ~ 5' 1 UTILITY UTILITYi SIDEWALK STRIP 2.5' 4' _ 12'__-_ 12' ~ 4' 1
BIKE 2.5' STRIP EDGE OF PATH PATH ~ PAVEMENT S5'
(TYP}._' h~ RAp I
X30" STANDARD CUR P~~~ IDS R & GUTTER (TYP)
15~ 1/4" PER T / 1 4' PER T
3s 15' PLANTED BUFFER 'PHASE 2 4667 667 (SEE SHEET C-4} / 1 4" PER F7 1 4" PER Fi ,
46,67 41.67 4.93 72,42 25 RADIUS
7628 TYP ( 35' RADIUS " (TYP)
45'~ R/ ~ s937 Q :A .L 'l i~ 15e-. , aG ~ ?r. , l ~ a?.
~ N .,i 1.0' PE~BL~E , m . . I ~ 25' I-2 27 ~8' ABC BACK OF I -
N m ~ bRAINAG . 1= ~ B-B ~--RIGHT-OF- '`-EXISTING GRADE CURB-- WAY (TYP)
~ 6814 S.F. ( '~W EASEMEN'~-~ , " ~ ~ ~ g ~ 6323 S,F. a ~ ~ ~ ~ ~ ~ 50 ~ 70' RIGHT-of-wAVl 30" STD. CURB & -R W
~ I 4 ~ J ~ ~ 6257 S,F. ~ ~ ~ ~ ~ ~eso~ ~ ss ~ ~ • JUDDPARKWAY currER (TYP---__
~ ~ m o infA ~oo( ~ 7033 S.F. Q ~ 11.1 ~ . ~ ` P~f~IMAR~ (~P~~} I`.
f ( 8594 S,F, N ~ Z 6826 S,F,/ 7813 S,F. N i ~ ~ ~ tom, ~4 ;F~ ~ 35 .0 36 ~ $ ,I S • ~ TYPICAL 49' BACK-TO-BACK SECTION
4 a ~ , "DT TD SCALE CUL-DE-SAC DETAIL 4' UTILIT -
0,9294 S,F. ~ ' 5777 S,F, o . 3 3 B B oo ~ ASEMEN 50' RIGHT-OF-WAY 4' UTILIT NOT r0 SCALE ASEMEN
w N o ,age ~ , ~ v . Y , PHA E ~ ti s - ~ ~ 38 0° ' . . ~l , -PHASE 1 - 5' 5.5' PLANTING 2T BACK TO BACK 5.5' PLANTING
w 32 5' IDE o / V 7 ~ SIDEWALK STRIP - 1' min. STRIP 1' min
~ w 31 g3oo TvS i A _ ~ 5815 S.F. ~ ~ 2q p , E • ~ ~ i ~j ~ ~ ~ ~ ~ 1971LT1x v w 30 ~ ~ - a~ `o EstiSEME r 25 2,5'
u I 7341 S.F, g7,oo / , , - o a i 39 ° z
00 e1g`~~ ~ '44 \ a ~9 a~/ z, / ` ~ f - , ~ ss~ ~
~ ~ r _ ~ a i q G ~ 43.0°/ .u, ii 36,ag ~ 4950 S.F, x-30" STANDARD CURB & GUTTER (T1P) -2.5" 1_2
. 5' WIDE CRU WA P N 9,z2 / •43~~ ~ ~ ~ b SS LK (TY 4s0o ~ ~ 40 V , 1~4" PER T ~ 3~,1 MAx 1 4 /
c36 _ ~ - 43 \ o 1 1 4" PER FT 1 4' PER FT ~ PER CURVE TABLE
HU ~ i 44 v v a TERS RIDGE DRIVE ~a76o S,F, ~ ~ CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA C1 200.00 69.47 35.09 S0T46'54"E 69.12 19'54'06"
50' PUBIC RIGHT-~F-WAY ~ ~ 5844 S,F. ° a m, 5, ~ ~ C2 150.00 191.19 111.05 N18'46'57"E 178.51 73'0147
' ~ 1 1 ° e 42 µl, 1-, li ~;,rr, /..-f.> t`~ ~ 1~. , ~ C3 150.00 94, D2 48.61 516'44'47°E 92.49 ~,c 35'54'45" ~ . „ , ,r,-,_ i„ C4 152.50 143.96 77,85 828'15'13"W 138,67 54'05'15'
~ ~ 46 ~ 6,5 ~ ~ ~ A950 S,F, 5269 S,F, ~ 8" ABC CS 152,50 98.23 5089 573'45'01"W 96,54 36'54'22"
°o °oA` ~ 47 4950 S,Fa ~ ~ EXISTING GRADE C6 150.00 52.19 26,36 N82'14'08"E 51,93 19'56'09" C7 15.00 23.56 15.00 N10'1T50"E 21.21 90'00'00"
~ ~ ~ ~ i g 41 ~ , M ~o ° ~ a043 9,ig ~ ~ ~ (50' RIGHT-OF-WAY CS 15.00 23.56 15.00 879'42'10"E 21.21 90'00'00"
5970 S,F, ° ° ~ \ (i~ 4950 .F. o t S 28 F 6086 S 45an ~N g;_ 2 \ RESIDENTIAL COLLECTOR c9 17s.oo 37.03 1x.59 s28.36'2s"E 3s.9s 12'0730"
TYPICAL 27' BACK-TO-B C110 175.00 39,96 20,07 S16'02'11°E 39.87 1304'59" ACK SECTION 75,00 32,70 16,40 S04'OS'33"E 32,65 1p 4217"
LL oo•on ~ a5a0 , s, . ? 'v--' ~ ~ o° ~ ~ ~ ECO ,C~~EN SPACE NOT TO SCALE C12 127.50 64,01 3269 820'19'17"E 63,34 28'45'46" C13 127.50 15,91 7,97 S02'21'S4"E 15.90 T08'S9"
W y ~ ~ ~ ICE[ - PIJ6U~ ~a ~ r ar~~~N~cE, ~ MlVION Of~~ C14 175.00 29.40 14.74 S06'01'23"W 29,37 9'37'34"
_ ~ p 4950 S,F. 27 ~ ~ 'Eas~ti+~n~r °o~ 43 SI ~ z e ~ ~ ~ a~ o~ ~ ~ , s 5~,~ 45' RIGHT-OF-war C15 175.00 23,37 11.70 S14'39'42"W 23.35 739'03"
o i ~ ooon 4950 S,F, ~ C16 25.00 24.49 13.33 N09'34'17"W 23.52 56'07'01" ~ ~ C17 50.00 44.11 23.61 1 42.69 S 2 21 21 "E 50'32'54"
, 5857 F S, . I- 10 25' BACK TO BACK 4' PLANTING 5' C18 50.00 31.63 16,36 S31'02'21"W 31.10 36'14'29" _
a G ° ~ W o ° l l / F 5178 S A \ ~ STRIP SIDEWALK 1' min. C19 50.00 55.99 31.34 881'14'20"W 53.11 64'09'29" ~ 2.5' i C20 50.00 2.84 1.42 N65'03'17"W 2.84 3'15'17"
U ~ i ~ Q S ° 8u~ ~ ~ ~ _ 4948 S~F.~~ 25 ~ ~ m v R ~ A a 30" STANDARD CURB 25 C21 25.00 26,74 14.81 N85'56'O6"E 25,48 61'16'31" ~ ~ & GUTTER (TYP) C22 130.00 29.37 14,75 $48'49'29"W 29.31 12'56'42"
J U I n e ~s 79 s ~ ~ ~ ~ - ~a~: , ag ~ 5752 S~F, ~ 2 5" I-2 j C23 130.00 65.70 33.57 52752'29"W 65.00 28'57'18"
~ . U 4950 S,F. ° ~ e~' fA ~ _ m e ti ~ , ° /1 9 ~ C24 130.00 27.65 13.68 50718'13"W 27.60 12'11'14" ~ ~ 1/4" PER FT ~ 1/4" PER F7 1~4" pER K C25 175.00 27.01 13.53 559'43'09"W 26.98 8'50'37"
v ni L50 C49~ i'S~' ~ . ~ °I nN \ C26 175.00 37,05 18,59 $70'12'20"W 36.98 12'0747"
4927 S,F 25 ~ o c ; O ~ C27 175.00 36.31 18.22 $82'12'54"W 3625 11'53'20"
4 F -1 950 S, , C28 175.00 12.35 6,18 N89'49'07"W 12.35 4'02'39" - ~ C29 130.00 38.51 1940 $83'42'88°W 3837 1fi'58'28"
9 N V ° ~ ° C30 130.00 45.22 22.84 865'15'47"W 45,00 19'55'54" ~ ' - ~ ~ ~ ,A A.~\ ,<<, C31 127.50 41.94 21.16 N82'4648"E 41,75 18'50'49"
G , m G ° s ~ ~ 7289 S,F, 77 ~ ~ ~ ~ ~ --8" A6C C32 15.00 23,85 15,29 N2T48'43"E 21.41 91'05'20"
- _ ~ v 4944 S~F ~Q ; of ~ ~ ~I S G ~~O ~-EXISTING GRADE C33 225.00 78.15 39.47 50746'54"E 77.76 19'54'06"
1~ ~ ° , 0; 4950 S.F. o ~ ~ ~ 81 4 h~' 5857 S.F. 45' RIGHT OF-WAY C34 15,00 23,39 14.83 N62'24'27"W 21,09 gg'20'4g"
00 5 S,F, °oo ~ LOCAL STREET C35 172.50 58.05 29,30 N82'33'44"E 57,78 19y6'g7" C36 175.00 60.79 30.70 $07'46'54" 60.48 s BACK TO-BACK SECTION G37 175 oa a ae a 2a N16•za'4z"w 8.a7
4944 S.F~ o i~ ~ TYPICAL 25' - E 19'54'06„ 2 4s'3a"
ss 1 73 ~ °s N ~ ~ ~ Nor r0 sCa~. C38 15.OC 20,58 12,28 854'15'87"E 19.00 78'37'01" C39 15.00 20,58 12.28 8470702"W 19.00 78'37'01" POND ~ C40 175.00 25.16 12,60 N11'S5'42"E 25.14 74' 1"
00011 ~ N ~ o` 7462 S.F, g4° ~b x;,4734 S.F. ~ ~ 5176 S,F. 5 N 82 8 2 C41 175.00 39.96 20.07 N22'35'22"E 39.87 13'04'59"
V Sa, ~ o ~ w ° 75 74 ~m > ~ s ° 5500 S,F, °o °s ao ~ C42 175.00 39.96 20.07 N35'40'21"E 39.87 13'04'59"
D p °~d. • ~ ~A°' i ~ ~ ~ ~ ~ ~ C43 175.00 39.96 20.07 N48'45'20"E 39.87 1 ' 3 04 59"
~'0 5752 F 0.°° ~ ~ 7289 $.F. 5968 S.F. 4733 S,F, ~ ~ ` 71 8 i - \~5 ~ ~ 3 BUFFER NOTES: ca4 125oD 29.0° 14.57 N1ro5'o7"w 26.94 13'17'39" C45 125.00 77,35 3996 N13'1T20"E 76.12 35'27'15'
_ X53 = r.~ C46 125.00 52,97 26.89 ao ~ . ~ - _ 5~ BUFFER PLANV-VGS ARE LOCATED WITH'~'V PRO°~S~C N43'09'24"E 52,58 24'16'53" ~ ~ ~ ~T C47 15,00 23,56 1
°s °°o ~ s4 5500 S.F. ° 5500 S.F. s PES~CEN' 4_ 5 ANC INS-~J_ED AS r-^~- ~ C' ~ : 5,00 $79'42'10"E 21,21 90'00'00" ~ a, , _ ~ y, - C48 25.00 0.90 0.45 $33'4 '1 0,90 ^N'S HOMEOWNERS ~SS 0 2 E 2'o3'SS"
C. ~ 1 ~ ~7>5 S~e00 °o ~ `~~°S' r 0,~~1 M4~NiAlN THESE BUFFER P_A,NT~;; Ca9 ~ 25 OD 20.13 10.64 $09'34'30°E 19,59 4fi'0T27" \ C50 50.00 41.05 21.76 N10'01'56"W 39.91 4702'17"
4950 S,F. ~ ~ ~ ~ ~ ~ o ~ ~ 70 ~ ~ ~ ~ 84 ~ a~ V ~ 100,98 0 9 6811 S,F, oo e.oi ~ 55 S,F, 2. EXISTING VEGETATiCN WITHIN _ ~ C51 50.00 31.84 16.48 N51'4T32"W 31,30 36'28'56"
°o° 5500 S,F, ° S,F, °o ~ ~ ~ ~ B„- ~ - C52 50,00 31.56 16.32 N 31.03 s / SCREENING BUFFER RE~,_~RMENTC 36'°9'3x" C~ti SE, A-_~ ...~~a c_. 88'06'48"W ~oo~ ~ P i , T T 7n _ . _ C53 30.00 36.78 21.10 N73'02'34"W 3452 70'14'41"
o °S~CONpARY ~ o 9 N °0 S / CANTING UPON AP K„~AL G „Nh .XS`~„ - - - C54 50.00 32.30 16.74 555'1 750"W 31.75 3701'07"
~z, 20 a95o S F. . ~4pE~ S~A~h ~ ~ . ~ ~ ~ ° r~, °s ~ ~z ~ . ° ay;~ /1 's 70,588 S;i`, °o 69 ~ 85 / BE NOTED TO BE RETAINED AN;, '."AINTAINEO ~,M'~~ _L~-~L G55 50. 85 ~ ~ / LAT/LEGG_ ,000MEN'S 00 31.56 1632 518'42'28"W 31,03 36,09'36"
~ pl 55 S.F. C56 50.00 31.84 16.48 81]36'48"E 31.J0 3628'56" 55 S,F, oo ~ 1 / c57 50.0o a105 21.7s a C 859'22'24"E 39.91 4702'17"
8441 S.F, ~ `~q. ~ ° ~ \ ~ 5500 S~F, ~ ~ ~ ~°4 o~ r ~ ~ ~ / ~ C58 25.00 20.13 10.64 N59'49'S0"W 19,59 46'0]27"
;9 Z 4950 S,F. ~ • °o ~ ° s ~ ~ / OPEN SPACE ANAYLSIS: c59 25,00 0,90 0.45 N35'44'08°W 0,90 2'03'56" ~ ~ ~ ~ / TOTAL SITE AREA' ~ P; C60 15.00 23.56 15,00 N10'1T50"E 21.21 90'00'00"
56 s 68 8228 S.F. is PUBCic 3' F 88, - 86 ~ ' , ~ / ~ AREA OF JUDO PARKWAY: 23 166 F
\ ~ . ~ DR4+t~i~G N ~ ' EA~Er~~rv~, o A 5500 oa / S 5500 ,F, o c ~ ~ AREA OF SUBDIVISION: 865,211 SF
~ 0 4950 F. ~ 5500 S.F. °s ~ ~ X32 1 B \ S os a o ~OO J ~ AREA OF LOTS RCDDS 4 s / 6 8,284 SF (~5~)
~ ~ "'c '~d, ~ o o ~ ~ 6690 S,F. i 57 ~ ~ o o-° \ ~ AREA F P ~ 0 OPEN S ACE 216,927 S~ ~25~
o° 2oB.tfi ' ~ °°s 67 V,'(~ ~ a A`'` 33.32 \ 87 AREA OF OPEN SPACE REQ'D: 216,303 S~ (25~ ' ~ PHASE 1
~~a ~5 45.." a5.00 45.00 39 a6 13\Z ~ ~ s 3 ioe9e ~ 4906 S~F, A o°, 5857 S.F, ~ ~ oo, \ AREA OF PRIMARY OPEN SPACE: ~ ~ 5500 S,F, oo / 99,216 SF
~ \ ~ oar ~ HC RAMP os ~s = TYP -HC R MP ~ °o ~w1 Q~ AREA OF SECONDARY OPEN SPACE: 70,588 SF Q ~ s V`P AREA OF COMMON GREEN SPACE: AREA: 10.412 AC (TYP) ~ S ~ ~ 43,519 SF (20~ OF OPEN SPACE PROVIDED) AVERAGE LOT S1ZE~~ 5,656 SF
17 ~ N~~~ VJ 4950 S,F, o ®i ~s° s, ~o o° s ~o ~ i ~ Q~ AREA OF COMMON GREEN REQ'D: 43,261 SF 20% OF OPEN PA^~ Q ( S REQUIRED) NUMBER OF LOTS: 41
15' PLANTED HUFFER~' ° 4169 $,F, °~i s / i (sEE_sHEET c-a} 6316 S.F. ~ ~ 950 F. o ! 66, 88 Q V~ ~ SITE SUMMARY:
s0, 4944 S,F. x4950 S,F, ~ S X950 $.F. 05162 S.F. x#485 S,F, U ~ ~ ,,z~~ ~ " 59 = o -po ~ - s .e ~ ~ PHASE 2 6728 S.F, / ~ TOTAL SITE AREA: 20.394 ACRES
j \ 60 65 °a' ~ o z~ ~ 61 - ' 63 64 py / °s o °s~ O AREA OF OPEN SPACE; off, ~ q ~ Cj Q~ 4,98 ACRES AREA: 9.982 AC
~ AVERAGE LOT SIZE; 6,533 SF AVERAGE LOT SIZE~~ 7 299 SF
/ z ~ ~ ~ TOTAL NUMBER OF LOTS: NUM R ~ ~ 88 SINGLE FAMILY LOTS BE OF LOTS: 47
- ~ 6317 S.F. ~ ~~ose - --e~~•r : ~ / 5657 ,F, ~ ~ ~ LINEAL FEET 45' R/W 1,402 LF
b Q. 0° ~ a ~ ~ LINEAL FEET OF 50' R/W 1 338 LF s~ ~ ~ CONDITIONAL USES: PROJECT # ZP-07-04 ~ ~ ~ DB 2929 PG. 306 PIN N0. 0656.11-65-6450
~A b - S01'12'35'1J__ ~3" SS ~ aA 202,09 - G9 ~ TRACT IS ZONED R-8 CONDITIONAL USE THE PROPONENT-PROPOSES THE FOLLOWING ADDITIONAL
N X16 ~ CONDITONAL USES IN CONJUNCTfON WITH THE R-8 REZONE
s o 3 °o. 6050 S,F, ~7J X19 J b~~ ClI ~ ID $,F, ~ 5' CR°SSW4LK ,(fYP) NOTES; REQUEST.
037 S,F, 13.ll asao 4s.oo 4•,~0 - - 7 - 4s.ao sib 4950 S,F, - 4 S °o. ~ ~ COMMON AREAS PROVIDED ARE INTENDED TO BE "PASSIVE" 1 NO MOBILE HOMES, NORMALLY PERMITTED 1N THE R-8 ZONE
Ss RECREATION AREAS, FOR THE USE OF THE SUBDIVISION'S RESIDENTS. WILL BE DEVELOPED.
14 12 ~ , 5 5846 S.F, ' >r % ~ ~ THE MAINTENANCE, DEVELOPMENT ,AND IMPROVEMENTS IN THESE i ~ / / AREAS WOULD BE BY THE SUBDIVISION'S HOMEOWNERS ASSOCIATION. 2. ENVIRONMENTALLY SENSITIVE AREAS ALONG THE STREAM
tih 11 10 9 i o ~ ~ 9254 S,F, 13 7 6 - N a ~ o o ~ ~ Ah°° 65 \ ~ IT IS ANTICIPATED THAT TH CORRIDOR, POND, AND WETLANDS IF FOUND, WILL BE SET ASIDE E DEVELOPMENT OF THESE AREAS WOULD AS OPEN SPACE AN
~j 0 5750 S,F, o o 6424 S.F. ~ Zyo ~ X253 S.F. ; g 7 4 ,F. 5369 S,F, =4950 S,F, X4950 S.F. =4950 S,F, °4950 S~F, 05 1 S o ~ D NOT DEVELOPED ~ BE FURTHER REFINED BEYOND WHAT IS PROPOSED AS PART OF THE o. ~
PRELIMINARY SUBDIVISION AS THE RESIDENCE/HOMEOWNERS 3. SINGLE-FAMILY DEVELOPMENT WILL FOLLOW THE OPEN PA S CE
bpi` ~ ~ ~ P~~RY, ~ - ASSOCIATION WOULD DICTATE. DEVELOPMENT OPTION OR ZERO LOT LINE DEVELOPMENT OPEN SPAS STANDARDS.
':0.65 ~ 17;02 S~~f, . AS SUCH THESE AREAS WIL
63.81 45.26 9 54, 45.00 4 . a500 4500 L BE GRADED TO CREATE AREAS FOR 4. A 15' LANDSCAPE BUFFER WILL BE PROVIDED ALONG THE PASSIVE RECREATIONAL ACTIVITIES, IE~ AREAS FILLED, AREAS OF PROJECT PROPERTY LINES ADJOINING WOODLAND POINT
6204 3849 - ROUGH/IRREGULAR SLOPES, OPEN AREAS CREATED WHERE GRADES SUBDIVISION, THE WEST AND SOUTHERN EDGES OF THE
ARE REFINED TO ALLOW THE ESTABLISHMENT F RA SUBDIVISION. 0 G SS AND
~ 15' PLANTED BUFFER GROUNDCOVER,WETLAND EDGES IMPROVED TO MINIMIZE EROSION
I
15' THOROUGHFARE BUFFE EXISTING SHADE TREE VEGETATION WOULD BE RETAINED WHERE ~ POSSIBLE AND ALL THESE AREAS WILL BE SEEDED/MAINTAINED AS
3,604 S.F. GRASSED OPEN-SPACE AREAS NATIVE VEGETATION/GRASSES WILL
BE ESTABLISHED AT EDGES OF WETLANDS/WATERWAYS TO MINIMIZE Z
ERASION. 60' 0 60' 120'
SECONDARY OPEN SPACE WILL INCORPORATE WALKING TRAIL.
SCALE: 1"=60' (Horiz.)
SEAL SEAL
DATE: MARCH 2005 SCALE ~+&c FILE eu~eER
MCE PROJ. 4068-0001 O~
DRAWN LRA HORIZONTAL: DRAWING NUN9ER
-qqqlvv 200 MacKencn Cou,!, Su~,e 200 - DESIGNED JLM 1"6F U U - f
Cary, North CcroJnc 275':l 3 CONSTRUCTION DOCUMENT SUBMITTAL ' E OS Phone; [phone], cx [phone]
2 REVISED PER TOWN OF FUpUAY-VARINA COMMENTS 5.2'05 1 REIVSEO PER TOWN OF FUOUAY-VARINA COMMENTS 4,8 r05 AA0002667 EB0006691 1% - 1 11% CHECKED GML VERTICAL: PROJ. MGR,, GML NA
REV.NO. DESCRIPTIONS DATE SITE PLAN
REVISIONS www.mckimcreed.com REVISION
[STATU Final Design Not Released for r-^nstructi

~ I
NiE
15' PLANTED BUFFE ~ou6EAS EAr,IF 3oNES 1 0B S27L PG. 54
BM ]°,92, PG. 785 - Fhlk D6561]-75-2642 N/~
7UNSP~~ R 20 i~ JACK M J9NES, and wif i e, PEGGi J J9NES
N/F D9 2253 FG al ROBERT R FISCHER, and wlfe, ~ ~1N# Cb56IC-?5-5353
PPITV S, FISCNER TONE? C-2~ 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE CONTRACTORS
BB 7262 9~ 620 58 BM 1986, PG. 2(59 ~ --15' PLANTED BUFFER PLUG ANO CAP ACTIVITIES. CALL UTIL'TY LOCATING SERVICE AT LEAST 48 HOURS PRIOR TO
P]Nk 0656]1 ?5-2813 ~ zor1EB~ R-15 (SEE SHEET C 4) 6" MAIN FOR FUTURE DIGGING,
~ EXTENSION 2, PROTECTION OF EXISTING VEGETATION; AT THE START OF GRADING INVOLVING THE
. ~ _ _ - - LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL A
- 'IK~ CLEAN, SHARP, VERTCAL CUT SHALL BE MADE AT THE EDGE OE THE TREE SAVE
~ I ~M14 . AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. / THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT
N ' ~AfNAU~% , N5E N ~ ~ ~A~~MENr. ~ ~ , ~ ~ - FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLA E N
DAb1D A, BERG, and wife, ~ ~ t~ TAMMY L. BERG r ~ ~ ~ ~ , ~ - CONSTRUCTION IN T C U TIL ALL HE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF
~ RB 828r_ PG. 1068 ~ ~ ~ I 6" DI WATER MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN
BM 1986, PG. ~'IS9 \ ro MAIN ~ I , ~ 1 1; 91~ia o6s~u-,5 IR2a ~ ~~~{VIk1~~,~QP~N~~~? THE BOUNDARY OF THE PROTECTED AREAS.
EoNE:B~ R 15 f I Z ~ ~;1 ~ 36 ~ ; $C 44~ F. 35 ~ S, y . ~ ~
FH ~ ~ 34 7 , ~ - , - 7 - 37
- 4' PU IC UTILITY 8" fi' TEE 7B ~ % , . - ~ ,
z ~ EASEM r (TYP) 33 (2) e" cv " ~ ~ ~ w 8" 22.5' BEND ~ -~;j~
rv7r _ w 32 ~ 38 CHAREES n RAw7RORrvE, and, ~ ~ Q ~ ~ ~ 1, ALL CONSTRU TI C ON IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF ~,1 FUQUAY-VARINA AND NCDOT STANDARDS, SPECIFICATION
w 31 o'ICkY A. BLAfh;MAN ~ ~ w ~ / / SSMH ~ . ~ I ~ ~ J / S & DETAILS.
OB %991, PG ]87 ~y i ~ ~ BM 1986, PG 2159 a / ~ ~ ~ ~ 39 . 2, ALL PERMITS RELATING TO THI PR - S OJECT MUST BE OBTAINED PRIOR TO
PINB 0656.f1 75-838 ~ ~ / f / 2 ~ . ~oNE~ R-IS ~ . CONSTRUCTION. .1
H 1
5' WIDE CR N ~ ' ~ , ~ ~ ~ ~ ~ ~ / WALK (TYP - F~ . - ~ . ~ 1 3. ALL WATER MAINS SHALL HAVE A - MIN. OF 3 0 OF COVER AS MEASURED
- - ~ ~ 4' PUBLI UTILITY 40 ~ FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED.
- ~ EASEMENT (TYP 43 ~ ~ ~~Q~, I /r't-' - SSMH ~ 44 ` g ~,P ~ ~ , c LINTERS RIDGE DRIVE-. - ~8 4, WATER MAINS SHALL BE LAID AT LEAST 1 0 FEET LATERALLY FROM EXISTING
6.•X8 TEE ~ ,;P v " 50' PUBLIC { RIGHT-~F-WAY i (3) 8.. GV 1 45 ~ ~ ~ { OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE
y / ~ tia WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE S W `~~`~.I E ER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
_ _ q ~1 H
REMOVE PLUG AND TIE - ~ 47 ~ ' ~ TO EXISTING 6° WATER MAIN, 8" 22.5' BEND ~ ~ ~ A 2 ~ WHERE A WATER MAIN AND A SANITA RY SEWER CROSS, AND THE VERTICAL
8'~ GV i ~ 7 41 '9 ~ SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LIN E PASSES UNDER
~ N/F 8"X6" RED. ~ 6° 22.5' BEND ~ ~ ~ ~r~~ 3 JACk EUGENE LEWIS, and w~fe,~v ~8 G rviF THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE N~c~ CaP]TaL JROUP souTHER~ ~~K~2, v~r IRON PIPE EQUIVALENT TO WATER MAIN STAN A
r 7~A9f _;ZABETH 'J LE L t I rr ~ DR 5088, FG, 536 i ~ ~ ~ SS M ; ' ~ °B 9901' FEET D RDS FOR A DISTANCE OF 10 aM eooa, Pr ua~ ON EACH SICE AT THE POINT OF CROSSING. THE WATER LINE PIP
BM L86, FG 2159 ~ ~ ~ ~ ~ ~ ~ ~ AGO 0 ~N~ - E _ P~NU obs6oa-T4-aa_ SECTION SHALL BE CENTERED AT THE POINT OF CROSSING, IN NO INSTANCE
W ~ PINa o6s6n-6s aR99 ~ ~e j 1 V ~ SP . ~ EOPlEll~ R.-l5 8° 11.25' BEND GN~911NA~L~ ~ E _ MN10N GRE zorv2o~ R-eau SHALL THERE BE LESS THAN 12" CLEARANCE BETWEEN WATER MAINS AND
~ ~7 ~ EA`;S~fENT-. ~ , Q ~ ~ _ ~ 43 519 S,F, SANITARY OR STORM SEWER MAINS.
~ Q ~ ~ I- ~ I ~ 1 l ~ , 5. CONTRACTOR SHALL USE A MIN. 20' SECTION DIP CENTERED UNDER ~ \
w ~ ~ 2 N7E i 3 STORMWATER PIPE WHERE 18" MIN. VERTICAL CLEARANCE CANNOT BE MET ' ~ _ BETWEEN STORMWATFR AND
H MILfA I J NOLL anU wife, ~ 26 ~ G ~ ~ ~ ~ ~ " 80 (a) Z ~ 4EAN[n E KaEE WATER.
~R 2~t8 ~6 211° ~ ~ 79 (1)' " cv ~ 6. CONTRACTOR SHALL MELD VERIFY L T OCA ION, SIZE AND MATERIAL OF EXISTING
~ °i`i 511 a~g i r ~ i SSM HA - . . 6" WATER MAIN IN ~JNTERS RIDGE DRIVE FOR TIE IN, CONTA T
~ l"lE° r l` a ~ 4 ~ x 178, ~ ~ FUQUAY-VARINA EN;.~N RI C 0 TOWN OF EE NG DEPARTMENT AND ENGINEER IF THERE ARE ANY
z5 1 ~ ~ DISCREPANCIES
A ~ ~ ~ 50 ~c e - 7 _P ~'~"R= ~ti- 'RACER WIRE TEST STATIONS AR
~ a \ ~ ~ ~ , ' E TO BE INSTALLED ON ' r- ~~-~~~TEF NS. TRACER WIRE TEST STATIONS ARE TO
0 wT ~E1ER o. BARKER, ~R~ and w1Fe, 77 6 V ~ ~ ~ ~ - BE LOCATED ` R= _v~RANTS WITHIN A 3 FOOT RADIUS F
~ ~4 ~ r v G~ER[A S, BARKER ~ ~ ]2 ,p ~ 4g 9483. PE 1,, ~ ~ ~ ~ ~ ~ 5i ~ y~ pREFER~BLY T'~ Ta 0 THE HYDRANT AND ~ E REAR OF THE HYDRANT.
Q' ~ 8M 1aa6 ci. _ ~ ~
~h7 ~ 9y , 8l \ 8. WATER SERVICES SHALL BE EXTENDED FROM THE M AIN TO A METER BOX ~ LOCATED WITHIN THE RIGHT OF WAY. THEM T
~ ~ _ ~ ~ ~ 4' PUBLIC UTILITY m E ER SHALL BE PLACED AT THE EDGE OF THE SERCTL~D LOT'S RIGH? OF WAY L!NE OR EASEMENT. SERVIC leuc uTIUTY • E
~ ~ 7 ~s EASEM NT E TY - P ( DENT (TYR) ~ ~ . LINE SHALL PE ~ ~ N `R = ' NF ~ ROh~± ?~'E WATERM AIN TO THE METER
~ 5z ~ ~ A 82 °_vn !~w BOX, AND ','.~FRF ~CtiSIBLE, SERVICE _~NE HA.
~ ~ ~A B" 11.25' BEN ~ ~ 7= 74 ~ ~ ~ ~ ~~z MAIN ~~_'N~ ~ ~T; , S LL BE PERPENDICULAR TO THE ~ - . ~ BOXES OR VAULTS SHALL BE PLACED IN STREETS
GENEVIEVE C AUNKERC i E a - - ='=P^"~ ~ ~~REAS, OR DRIVEWAYS, ' ~ i -
DB 7135, PG. 627 ~ ~ FHA ~ I ~ - • - SPACED A ?HAXIMUM D'~STANCE OF 400 FE T
BM 1995, PG, 848 ~ ~ ~ 7 ~ H3 I 1 ~Iqu 765hC-ES-6933 ~ ~ V ~ 83 B3 I E APART. I
- - a ~ ~ 10,MANhO~ES aE INSTALLED AT EA
_ CH DEFLECTION OF LINE AND/OR GRADE WITH A MINIM' ~ , ~ / ~M DROP OF 0.2 FEET, MANHOLES FOR SEWERS
- , ~o ~ as GREATER THAN 21 INCHES IN DIAMET R 84 ~ P~ E SHALL BE 5 FOOT MANHOLES.
~ 54 ~ ~ I MANHOLES FOR SEWERS 12 FEET OR DEEPER SHALL BE MINIMUM 5 FOOT ~ , i I DIAMETER, MANHOLE TOPS SHALL BE SET FLUSH WITH PAVEMENT WHER
„ 22 s 8E S~COND~II~I! w~, 2 swo9E, JR, and W~Fe, . OPEN SPACE ~ ~ ~ ~ ~ ~ INSTALLED IN A STREET. E
~1' 7KEae~E7 M ~wo9E ! ~ ? 70 58$ ,F, , 69 ~ ~ ~ / ~ ~ ~ ~ ~E~ ~~NNE~ .C
DB 7737, PG. 62S 55 S ~ ~~l ~ , / / R THE S4NiTAR`' S~W~R LINES SH '~,~v" 85 ~ 1 OULD BE
BM 1995, PG 948 I f ~ PINk 0656,1]-65-5923 g Q ~i ~ _ -~E M~~ N ~ti~~ rC `KE EDGE OF THE SERVICED LOT'S ~ ~ ~ - , ~ I / ~ ~ ~ ~ - - E~cTM=N- !~'IT~ A MINIMUM GRADE OF 1 4
EONED~~ R-15 119 ' ~ 4' PUBLIC UTILITv ~ / V~T- - - _ ~ ~ / E STl c 16" D J _ i'~- _ _ AND .6 TOOT 100 FOOT FOR 6 I
\ ~ EASEMENT (TYP) ~ 56 NCH. ALL / LND A. MINMUM OF 6 INCHES ABOVE THE FINISHED
~ 68 ~ iK ~ 86 4 - ~ - - - a, ~ I ~ : ~ CE LINE IS CONNETED TO A MANHOLE, THE LINE
iq` PU9UC ~ ' 18 DRAlN4CE ~ S ~ ~ HE EDGE OF THE INVERT IN THE MANHOLE. 8"KB" TEE ~ ~ t \ / ~ / i
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SEAL SCALE: 1"=60' (Horiz.)
DATE: MARCH 2005 SCALE ~&e FI2E rvu~+eER
MCE PROD. 4068-0001 CU1
ICI\lIV no~~~~~i HORI7nNTAl•
-qqw 200 MccKenan Court, Suite 2--0
FUQUAY- • u h vv v ANA DRAWING NUMBER DESIGNED JLM 1'=60' f
3 coNSmuonoN DO sueMirTnE - 7/aroCE ~ Cary, North Carolina 21,7511 O ONSEO PER TOWN of FT U B VARNA COMMENTS S~ )ne: [phone], Fax /919)233-80'31 CHECKED GML VERTICAL:
1 REVISED PER TOWN OF FUOUAY VARINA COMMENTS 4/8/05 ~%!1002667 EB0006691 PROJ. MGR. GML NA
REV.NO, DESCMPTIONS DATE
REVISIONS ~,,w.mckimcreed,com UTILITY PLAN .0 .0 J
9 IRI ON
C TATUS: Final Design No t Released for Construn

i
15' PLANTED BUFFE
15' PLANTED BUFFER
~ PROPOSED LOTS
~ 58
/ ~ ~ ~ - 15' PLANTED BUFFER - ~ w
I ~++...,,,r-
ALTERNATE PLANTING; , 0
DOUBLE ROW OF SOUTHERN ~ ~ - - ~I ~ ~ 45 „ wl
WAXMYRTLES PLANTED 12' ON I ~ 1 ~ ! I - ~ ~ r W ~ ~ 1 ~ CENTER IN 7 GAL CONT, ~ I > I p PROPOSED LOT LINE of ~
1 1 o ~I
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~ ~ t ~ . ~ ~ ~ ~I ~ I , 1 ,''~,i0:3 S~~'~,' ~ w v ~ ~P~21MIk1~Y.~P~N 5'P E~ ~ ~ HO Y ' LL IN 12 ON CENTER
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< , ~ 37 C ~ ~P~N 3PA~ / 321 SF',' 1 ~ ~ 2' ~ ~ ~ 15 BUILDING ACK LINE WITH NELLIE R. STEVENS
S ~ 1 3 ~ B/B ~ $~1~4 S:F" ~ ~ 3 ~ y z I ~ \ / I TWO INCH CALIPER STREET
f ',1 38 ~ 32 - ~ I , ~ .1 ~ 1 ~ ~ ~ ~ ~ TREES PLANTED 50' ON -
w ~ 31 ~ ~ ~ 5815 5~~~ % ~ , ti ~ J - - _ _ ' ~ CENTER, .y
L ~0 ~ - ~ ~ "1' 3 30 i ~ ~ r` 39 L ~ 11,!~:-~'
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> ~ I - _ p I / ~ 43,519 ~.F'~. n-n~ 495 C ~ 27 ~
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w~. - ~ ~ - ~ 73
t~s' , . ~ , ~ ' ~ • PONS
a ~ - ~ ~ ~ ~ _ ~ - - - 52 _ - ~ - - _ - e~
i - - _ - / 75 ~ 7a ! ~ - V ` 5500 S PROPOSED LOT LINE
- ~ \ ~~i ~ ~ ~i A ~ A I
- - 88 ~ ~ ~ ~ 5752 S F 7289 $.F.
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i ! ~ - ' ~ ~ _ s~~~ - / , ~ _ Q
- I ~ 2 - ~ ~ 1
~ ~ ~ 68 ~ ~ ~ i 86
~ / ~ 500 _ - ~ i~ i ~ - ~ ~ Soo _ ~ ~
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~ _ ~ ~ ~ ~ ~
I ~-69n C '~V ~ ~7 \ ~ ~ ~ V ~ I ~ _ ~ ~ e~ ~ i W SINGLE ROW OF NELLIE
1 ssoo ~F ~ - ~ s - ~ - ~ y ~ R, STEVENS HOLLY
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_ ~8 ~ _ - ~ ~ 1 ~ ~ - ~ , / ~ ,OF CENTER IN 7 GAL.
~ ~ ~ A~ 15' PLANTED BUFFER- _ _ ~ 159 S.F. ~ - _ - _ _ I _ ~ _ ~ ~ 66 ~ ~ ~ ~ 4P ~ CONT, 88 Q Jp w
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~ i
15' THOROUGHFARE BUFFE Two INCH CALIPER STREET TREES PLANTS ON CENTER. STREET TREES UNDER PLANT I iEET TREES PLANTED 50' 7. THE 15' BUFFER PLANTINGS ARE LOCATED WITHIN PROPOSED RESIDENTIAL LOTS AND INSTALLED REES UNDER PLANTED AS EACH LOT IS DEVELOPED. SUBDIVISION'S HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE T
3,604 S,F, WITH NELLIE R, STEVENS HOLLY IN 12' Or' JS HOLLY IN 12' ON 0 O
15' THOROUGHFARE BUFFER CENTER IN 7 GAL CONT, ~ 3,604 S.F. T, MAINTAIN THESE BUFFER PLANTINGS. Z 2. EXISTING VEGETATION WITHIN THESE BUFFER AREAS MEETING THE SCREENING BUFFER REOUIRMENTS
CAN BE USED IN-LIEU OF PROPOSED PANTING UPON APPROVAL OF THE TOWN. EXIST VG 60~ 0 '
VEGETATION MUST BE NOTED TO BE RETAINED AND MAINTAINED WITHIN LOT'S RECORDEC PLAT LEGAL 60 120
DOCUMENTS.
SCALE: 1"=60' (Horiz.)
SEAL
DATE: MARCH 2005 SCALE ~+&c Fi~E Nu~sE>:
MCE PROJ. 4068-0001
DRAWN BRA HORIZONTAL: DRAWING NUMBER
r u WH T vHK I N A NU DESIGNED JLM , =ou
200 MacKenan Court, S~" 2C0 CHECKED GML VERTICAL; '
Cary, North Carolina 275' Phone: [phone], ~cx '919)233-8031 PROJ MGR. GML NA
2 CONSTRUCTION DOCUMENT SUBMITTAL 7/8 C;
1 REVISED PER TOWN OF FUOUAY-VARINA COMMENTS 478 C° aA~002667 EB0006691 REV.NO, DESCPoPTIONS DATE LANDSCAPE PLAN STATUS; REVISION
REVISIONS ~7w.mckimcreed,com Final Design
Not Released for Construction

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75,14
NOTE;
SIZES OF RESIDENTIAL & GARAGE ~L & GARAGE FOOTPRIh~S MAY VARY FROM WHAT 'S SHOWN.
,
SCALE, 1"=40'
SEAL SEAL
DATE: MARCH 2005 ~&c Fi~E Nu~eER SCALE
CP101 MCE PROJ. # 4068-0001
DRAWN LRA HORIZONTAL, pRAVnNC Nu~eER
CI I r'11 I A V 1/ A D I A I A A I 1"=60'
f UWUh VhI\IIVh, wV JLM
200 MacKenc, Court, Suite 2~~0 CHECKED GML VERTICAL;
Cary, North Ccrolino 27511 PROJ. MGR, GML NA
Phone: [phone], Fax '919)233-8031 2 CONSTRUCTION DOCUMENT SUBMITTAL
AA0002667 EBOOO6691 1 REVISED PER TOWN OF FUDUAY-VARINA COMMENTS 46 LREVAO, DESCRIPTIONS DATE PLOT PLAN
Final Design
REVISIONS www.mckimcreed.com L ATUS, REVISION Released for Constructiolmi

^J/F
~ nou65as SArvE JONES DP `2%!, PG. S4
BM 1999, PG. 785 NJF -
F;~1H 065611 75-264 Jt?CK M. JONEC, and wlfe, ?OMED R 20 PEGGY J JRNES
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PM 1986. PG 2159 ~ i P]N9 06561]-75-@B'~ ~ ~ 1. ALL CONSTRUCTION IS TO BE PERFORMED IN
SONSC R-15 ACCORDANCE WITH CURRENT TOWN OF FUGUAY-VARINA
STANDARDS, SPECIFICATIONS & DETAILS,
G-35 ~ 2. AtL PERMITS RELATING TO THIS PROJECT MUST
- ~ CI-34 q-2 3.9° ,390; ~-aa== _ BE OBTAINED PRIOR TO CONSTRUCTION.
N i cu / ~ ~ ` ~ ~ ~ ~ ~ ~ - 3, INITIATE EROSION CONTROL SEQUENCE BEFORE
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TAMMY L EERG ~ ~ I CI-27 / DP 828J, ?G. 1068 , J ~ ~ ~ ~ \ / ~ 4. CLEAR AREAS TO BE GRADED OF ALL VEGETATION,
BM ]986 P6. 2(54 ~ _ soMN-4 ~ PR1MIkRY OPEI / ~ ~ PROTECT VEGETATION BEYOND GRADING LIMITS. ~1MARY i~REI~SPA~GE
P[NU 4556.11 ,5 !A66 W i ;4N[~~~ R 15 ~ Z 36 ~ ~ ~A 82,144 5.~~ w ~ 35 2 i ~ i 82,14a 5.~. / 5. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE
0 i ~ ~ 0`' ~a 34 CI-2 37 / GRADED AND DISPOSE OF AT LOCATION PROVIDED BY OWN ~h / - ER.
~ - - ~ CI-2 z / 6. ALL BANKS AND SWALE SIDE SLOPES SHALL BE ~ ~oR~Rx GRADED WITH NO GREATER THAN 3:1 SLOPES
/ 33 cl-2 Mpo~l ~ SILT i~M / ~SI T NCE ~ UNLESS NOTED OTHERWISE.
N/F ~ \ ~ 38 CI-2 / ~ o I(TYyy ~ / 7. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
CHARLES D. HAW"NCRNE Ord,-~ ¢ / / J J-_-_ o. F(~~ ~ V1CKY A B_GrkMpr; j ~ l: I w 1 ~ ~ ~ ~ - STANDING WATER OCCUR
FES-45 BM 1 P6 2.S9 z CI_ ~ ~ - ~ 39 -45 . 8, CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY
- s5% IN RELATION TO THE PROPOSED GRADES TO ENSURE
1NL0 R " ~ ,i' ~ ii q ~ ~ i CI-3 ~ i '3 DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. N ~ ~
b CI-31 ~ ~ cu ~ 40, ~ ~ ~ . ~ 9. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR , ;;N
r N^M ~ • , • THE INTERIOR EDGE OF BUFFERS AND ~
_ ~ 44 ~ ~ STREETSCAPES, THE CONTRACTOR SHALL CUT ~°C„' ~ ~
HUNTERS RIDGE DRIVE - G-41 ~ ~ , 4 5 ~ ~ ~ ~ ° ~ MINIMUM 2' TRENCHES ALONG THE LIMITS OF ~w~z ECONDARY DISTURBANCE so As ra cur RATH OPEN SPACE ER THAN W
a-~s 2 0' PUBLIC RIGHT-qF-WAY COMMON GREEN TEAR, Roors, z ~ ~ ~ o
~ I - CI-37 46 ' ~ ~ A ~ ~ ~ ~ ~ ~ 43,519 S.F. No»> 10. THE TREE PROTECTION FENCE SHALL BE ~~o
} 4 7 ~@ MAINTAINED ON THE SITE UNTIL ALL SITE ~d~
y- CI-3 ~ \ ~ ~ 41 ~ ~ CI-32 WORK IS COMPLETED AND THE FINAL SITE NSF 0,~
rl; Cdr cAPlrac ~ROUF suurRERrv o~KS, EEr INSPECTION PRIOR TO THE CERTIFICATE OF ~ ue 9901, P~ 23a~ OCCUPANCY CO 1 ~
3 dCK EUGENE LEWI~ cnd wiFe,~~~~ 28 ~ ~ ~ ; ARY EU ABETN ~ r~~1C / ~ - ~ ~~c~l Bw 2003, Pr,~ has ( ) S SCHEDULED. THE FENCING ~d
161 GI 40 ~ DR 5088, F ~ i BM 1986 FO :.159 I ~ l ~ Prna obsboa-~a-aa2o SHALL BE REMOVED PRIOR TO FINAL SITE 'e N zoNEO R-acu INSPECTION FOR THE CO.
? ~ ~ ( ~ ~ , ~ W P]Nk 06561' c_9° 1 7
~ i9NED ~ ' ~ I ~ ~ 1 ~7 ~ i ~ ~i
~ _ - _ _ ~9s \ ~ 1 Q ~ - I ~ 48 GI 4 ~ Q 1 /
H \ ,g ~ ~ . EROSI
I- ~ ~ G W ~ i ~ s~ s ON C ON TR OL N OTES
26 ,G~ Q
Z -A-"'~~ ~ a-21 DR ~ 1 ~ ~ ~;5~ A / ~ 1. ALL CONSTRUCTION SHALL BE 1N ACCORDANCE wITH STATE AND
9M~~ (6~; ~ ~a9 < - ~ :-y LOCAL REQUIREMENTS.
~ - - _ ~ ~ _ ~ 2, SUFFICIENT EROSION CONTROL PRACTICES MUST BE itiS"ALLED AND ~
n ~ 7B ~ y ~ - as CI-38 i ~ MAINTAINED TO RETAIN SEDIMENT WITHIN r'ti~ BC'.,1~'aR F~ OF THE SITE.
U ~w, ~ - ~ - - G-44 ~ V`i In ~~Gi - - ALL DISTURBED AREAS SHaL~~~ BE NCNF-F;,SI,~ c-:.E_1 WITHIN
\ ~ ~ THIRTY 30 WORKING D~`'S OR _ ~ ( ) ~ - R • C MP I Gam- - - o 0 LET ON OF TH = :
J. ~ G~ ~ E - - - - - \ ~ ) ~n
JETFP _ ;~s_~ ~ ~ c4' ~ G ~ -2 '7~ ~ 3. MAINTENANCE: AU_ _R„5~„~ ~N~ ~tNr CONTROL FI~t~`71CES T
~i G-, BE INSPECTED WEEKL" AND ~~'ER EMERY RUNOFF PRODU~ II~F,~RAINF L - 8l EVENT. NEEC_D RE~~ RS BE MADE IMMEDIATELY. o m
- ~ ~ ~n
rv ~ - a MAXIMUIe~ GRADED SLOPE SHALL NOT EXCEED THREE ~ ~ NE 1 ,
~6 ~3 ~ ~ \ \ \ r 0.,/1, ~ ~tiL ~ ~ ESS OTED OTHERWISE ON DRAWING ~ w f ,.e ~ ~ A ~
~ ~ ~ ~ ; ~ A ~ 1 ~ ~ OI-17 ~ ~ 82 ~ ESTABLiSh'~"ENT 7 ~ m ~
!7~~ 1741 ~ OF ~ERMA'V_N CRC~AL „~.--i - / ~~a ESTABLISHEC ~ is WC-~•c `G ~.-_,,,-1-: ITCH
~ - ~ y ~ EVER IS SHCR
SEPJEV[EVE C SRUNBERS ~ ~ ~ ~ 9B 7135, PG 62~ ~ ~ _ ~ 711 ~ ~ ~ / /
PM 1995. PC 6Y4 - ~ - 53 CI-2 ~ 6. DISTURBED rR.- '2 cI-2 ~ ~
_ - - ~1 - ~ 7 0 70 ~ 84
54 f
~ . SECONDARY
~ OPEN SPACE - ~ n ~ ~ / 69 9~' ~
- 70588 S. F. I 69 - - C, ~ 55 U ~ ~ Q
R~ ;9'5, =6 6a8 ~ i 1 1 / ~ it
P[NH 0656.11 55-59?3 ~ Z6NE6~~ R-15 i ~ tl
U ~ ~V ~ , _ i - - a~ 68 ~ ~ / e., ~ I ~ 1
~ , ~ ~ / INLET ~ ~ PROTECTION
- n
- A, / ~ - ~ CI-7 (TYPE) a ~ i~ ~ ~ ~ 1
~ ~ ~ 67 67 ~ FES-t ~
- - ~ V ~ ~ cI-a a s ~ ~ P ~1
= ~ - - ~ ,39 Dlv aTC m ~ / ,
58 ~ (rr~) ~ ~ ~ 1 ~ ~ ~ QP
~ G-t ~ e ; ' 0
° 66 ~ ~ / CI_g ' 66 / ~ J~ cl-e j / ~ ~ ~ tiE,
U ~ 65 ~ cl-s ~
60 151 62! 63i Via' - Ilr G-a U ~ a ,Q Le en d
- - : r4uRRav, and W~Fe 16 ~ G-9 --96SA MURRAY' ~ 0 9 2 ~
_ %'68, PG. 8~6 ~ ;'a ',=95, PG. 848 ~ ~ ~ ~ ~
i `.J,6J'-65-3856 ~ _ - TEMPORARY IM SED ENT TR AP
-~,EID~ R 15 ~ - ~ •='dEN ~ ~-~:~~1 and rvife I ~ - - ~ % a 1 CI*13 / ~ ~ 1 C1_3 ~ ~ ~ TEMPORARY DIVERSION DITCH
MARY ;-WICK[ ~ ~ ~ Ra a4a / 15 ~ G-1' ~
aM 199 tae i 8 1 \ SF TEMPORARY SILT FENCE
=iNH D65E.' J?78 ~ ~ - r _ ZoNE_ : q5 ~ ~ ~ ~ ~ ~ 1 ~ ~ i 000000
- ~ ~ 4 CI-1 CI-11 4 ~ I N,~ °000000 TEMPORARY CONSTRUCTION ENTRANCE
\ CI-1 i ]4 5 ~ N~ °APIIAE rRauP sourHERN S ~ ~ ~ i DB 9901, PG. 2332
12 11 ~ l3 10 9 8 I7 6 i I RM ?003, P~. aas ~ ~ ~ ~ LIMITS OF DISTURBANCE ~ ~ ~'yn "5~4~4-63-4690
~ ~I 6J, % , CD / - R-IS / " j'
~
Nir - - _OWRY, JR. and wiFe, ~ PRIMARY ~ INUT PROTECrioN
==="J LEAH LOWRY 7$36, F6, 246 ( - --390- ~ ' OPEN SPACE ~ ~ ~ I ~ 17,07 S.F,
?45, PG. 848 ~ ~ ~ ~ ~
- ~56ll 65 ~'~s 5NF6~ R-IS I ~i ~ -
LIMITS OF I
SEDIMENT DISTURBANCE
TRAP (Type 0 EOPN =~KKEP HEIRS
~ ESTRr~ _ E-549 Z
_ ESC3~ - = ~ SF1 PINU r--~ ::-h4-02K2
'---..-JS-D??4 60 0 60' 120
SCALE: 1"=60' (Horiz.)
SEAL
DATE: JULY 8, 2005 SCALE Ei~ NulABER
MCE PROJ 4 - # 068 0001
DRAWN LRA HORIZONTAL: DRAWING NUMBER
I -W r U WU H T - VHK I IV H, IV L511 D JM
200 MacKenan Court, Su'te 200 D GAIL VERTICAL:
Cary, North Carolina 2751' Phone: [phone], Fcx: (919)233-803' GR. GILL NA
AA0002667 EB0006691 REV.NO, OESCPoPTIONS DATE GRADING & EROSION CONTROL PLAN STATUS, REVISION
REVISIONS www.mckimcreed.com Final Design
Not Released for construction

o~
a`
~ ~ C~ ~
~ y~ ~ ~
~ ~ 5 6
GPG
~ ~
Q ~Q , 0'~~' 0,0 y~0 ~ d~ ~ ~ ~ 0
/ ~ x 0,, G ~~~,J~,~ / q, ~ 0
Q ~ ~ ~ ~ / o
0 ~ ~ ~
0 j ~ SSMH 1 J j ~ OVA Q ,o / 9 ~ i ~1
> l ' Z I ti / J
~ ~ ~ ~ I ~N ~ A ~ F ~
J I . ~ ~ ~L ol. Ol k' / ro \ ~ ~a ti
~ ~ ti 1 ~ x Q~2 ~1, ~~0
zo' Pueuc i ~ j ~ UTILITY ~ ~ j ~ ~ L ~ ~ 6 P ~ ono
EASEMENT ~ ~ ~ ~ ~ C Op ~ ~ j f 1 ~ / \ .e / SERVIC ~
J ~ ~ ~ ~ FHA 4' UTILITY T ~SYP CLES~ 6'~, '
~ ~ , ~ ~ ~ EASEMENT ti~~ ~ ~ ~ / l ~ ~ ~ pVG 'y~~: / ~C„ ~
~ C9~ k j j ~ ~ j 3/4 W.M. ~ ~ ~ ; ~G ~ ~ ~ ~ ~ 6ERVICE 8 _ ~ `~~.~5, 8., ~ • A
~ro I I ~ j ~ k f~~„ ~ ~ ~ ~ ~ ~ y X 8"TEE ~ ~ j ~ ~ , i ~3) g" GV r~~
~ ~ " ~ ~ SSMH ~ ~ ~ ~ ~ 4" .S. PVC ~ ~ j `0 SE VICE ' i ~ ~ ~ ~ S 9
h ~ ~ CO ~ ~ ~ r ~ ~ ~ ~C1, ~ : , ~
~ i ~ 0 ~ ~ ~ J ~ ~ I ~
a m ~ ~ ~ l ~~~1 ~ ~ / ~ ~
"o ~ N L i ~ ~ ~ ~ ~ 0 ~ ~ ~
~ j w1I,, ~ A ~ Jii ~ ~ ti~
1 V 1 8"XS"TE ~ +p ~L ti o~~ ~
~ \ (3) 8.' G v SSM N 'i r \ ~ o P ~ ~ ~ / ~ o, / D~ A1N ~ ~ WATERM Q
~ 3 s0e V 1 iC~ 9.2s , ~ ~ ~ I ~ ~ I ~ x
~ ~5+ ~ ~j l ~ ~ ~ ti A
4' UTILITY ~ ~ ~ "x ~ 0 ~ EASEMEN o°O~ T /
~ 2 ~ 50 0 50 100
~ 5' CONC. ~ 1g A 0 ~ SIDEWALK - ~ C ~ ~ ~ i s
~ SS 1 ~ My 4 ~ ~ ti SCALE: 1 =50 (Horiz,)
NON ~ ~ x° ~ cuRVE DATA 1:
ti S RIp oo GE 0 ~ r ~ R = 200.00'
RIV E / L = 60.47'
ti ti \ _ - i ~ ~ ~ ~ EHA F = 35.09' • ~ + ~ / i ~ = COURSE S07° 46'54"E
0~ k SS . , CHOR[` 69.12'
CRGSSWALK (TYP) MH #5~~, °i SSMC u6 ~D ~ ~ `0-~,.~ ~ i ~ 2_L ~ 19' 54'06„ . ~ _
8" X 6.. a \
8" i ~

g
~'4 ~ CURVE DATA 2:
~ R = 150.00 ~ ~ _ = 191.19'
T = 111,05'
~ COURSE = N18' 46'57"E
HUNTERS RIDGE DRIVE CHORD = .8.51'
~E'_~A = 73° 01'47"
HIGH POINT E'~_E . _
410 H'G~ ~0'~'~" _ .,-92.78 \Y_ ~ 410
408 , = 393.80
A.D. _ -•,7478... 408
406 K _57.2'^^ _ _i - _ _
r71 STA = 11+68 _ _ _ _ _I I , _ _ 406
fi ~VI Ei_EV = 388.75 404 - _ _ ~ _
A D. _ -2.8802 _ ' 404
K - 3~ 7193 ! 402 0 0 ~ ~ 402
ti ~ N
- 40 ~ pox
_ ~ _ ~ ~ u; M o 40 ~ ~ 0 „ocv
- ~ T - 398'.,. _ + ~ II' II ~ U ~ ~ . Uj ~ ~ ro ~ _ i_ 3
} x 3 N _ z~~??o > m ~ _ ° W W ~ 398
~ m' I~~z : -W ~ Z ~,~j O mo (~Q II ~ ~ ~ II ~ ~ ~ "~v _ _ ~,~~zzz _ Qw _ _ . 396
396 ~ . ~ c.;. _ - ~,+m o rn ~ ~ ~ - ~ f, > , F'RQ1~05E~ GRADE
+ co ~ ~ ~ cn i11~05E~ GRAQE ~ ~ _ _ _ _ ~ ~ Z Z Z ~ ~ ~ N ~ - u
394. ~ ~ ~ ~ ~ ~ "~±~_I(J zi~~ ~ ~n ~ w ~ Q> '...394 ~ z~J
iv ~ ~ ~ EXISTING GRADE ~ Q II I 1 _ ~ -~,W ~ ~ ~
392 0 a ~ ~ v Z ~ J _ ~~~~zZ - _ % v ~ > > cnw cn~__ 0.6880 a i_ ~ m m 1_ _ _ _ _ _ -1.061 v 392
-
390 ~ ~ II u ~ _ _ - _ _ _ -1~---- 390
~ ~ > =~~?O w d `j _
388 it ~ J ~c ~Q~» w z _ 388
-
386 _ ~ ~ V'° Fti Q _ 8" X-fi" FEE.. _ 386
_ - - e"
384 ~~,Ogg ~ _ _ 384
~ _S„PVC
382 ~ 8" X 8" TEE F 111.99LF ~,SC 8"PVC - -94.33E _ 00.50%
F X0.50% 8 `P (3) S GU "PVC ".03.2 L 50% 8"PVC _ 241.91LE ~ a" X `g" TEE 382 _ _
F-_ @0.50% 8 380. _ 205.00E 8 P~~. ~ M
tfi" X 8" TEE _ 8 R„ @0.50- _ ~ 380 o .M ~ ~
J' .227 51LF' 378 (2) 8" 3UTrERFLY VALVES _ _ _ _ Y) } r _ ~ ~ ~ - 378
_ _ _ , _ ~ _ _ _ _ red ~ _ - _ ~"l~ II
~ Q ' 376 8 PVC _ _ o rn W ~ . - @0.50% _ II ~ ' a+m u ~
227,5q~F o o ~ ~ T ~ ~ - _ _ ~%~x~ ~ I z N z ~ ..,.376
NOS^~ 374.. cv00~"~" ~ ~~zz _ _ ~~zz ~~Lzz
II - ,__d 374 _ _
_~~zZZ ~ ~ _ i ~__O cnQ - 372 - ~ II _ - -cn~_ _ ' 372
cnQ~»> ~~zzz
DATUM ELE~ ~~~zzz -
370.00
~ N cc ~ N ~t~ N~ ~N ~Q, 0)~ N ~ C00 :C CO Cp lnl~, ~ ~N r~ N~ I~ 6)O 00 . O r'l o . O ~ ~ O ~ , I~ ro ~ ~o o~ o`,~° pow N~ ~ N~ o r\N ~ ~ ~ v oN o o°' o o~°
r~ ~ CD I~ ~ ~ ~ ~ ~ Ol O O O O O O O i O O~ O O C1, O~ O O O N ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ O ~ ~ O ~ O ~ O~'~~ ~ ~ ~ O ~ ~ ~ ~ r ~ T N ~ ~ N ~ ~ N N~j ~ ~Nj p~j ~M MNj ~Mj N N~j N ~N ~ O O~ O~ O O~ O 0~~ ~ C~ ~ ~m ~ ~ ~ ~ ~ Cn ~
~ I I
9+50 10+00 ~0+50 11+00 11+5~ 12}00 12+50 13+00 13+5C "~+OQ '~~4~`~C 1500 15+50 16+00 '0+50 17+00 17+5 0 17+50 18+00 18+50 ~9+00 19+50 2D+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50
SEAL
DATE: JULY 8, 2005 SCALE M&C EILE NUMBER
MCE PROJ 406 - CT7~1 # 8 0001
DRAWN LRA HORIZONTAL: pRAWING NUMBER
rl I/'ll I A 11A I"11?I A ?In cn'
r r u l,~u H i - vHnl Iv H, IV V DESIGNED JM
2CC MacKenan Court, Su le 2CC CHECKED GML VERTICAL;
Cc-y, North Carolina 275" HUNTERS RIDGE DRIVE PROJ MGR. GML = 5
p-one; [phone], ~ax X919)233-80~"
A~,1002667 EB0006691 ROADWAY PLAN/ PROFILE STATUS; REwSION
REV.NO, DESCRIPTIONS DATE Final Design
REVISIONS wr,w.mckimcreed.cam Not Released for Construction

i
~ i
~ CURVE DATA 5:
R = 152.50'
~ L = 98,23'
T = 50.89'
N CURVE DATA 3: ~ \ `1 COURSE = S73° 45'01"W
R = 150.00' ~ A / CHORD = 96.54'
L = 94.02 ~ ~ A 6„ P DELTA = 36° 54'22"
T - 48.61' ; ~ ~ ~ ~ \ ~ sER s s. ~ ~Yp~
COURSE = S16' 44'47"E ~ ~ ~ ~ ~ 8„ D MAN~O~Es
CHORD = 92.49' V A ~ ~ / gMH 12 8„ DIP ~ ~ \ s ~ s~ DELTA = 35' 54'45" ; ~ ~ _ _ M ~ ~ ~

~ ~ \ ~ti 1
~ \ ~ ~ x ~ ti ~
\ ~ ~ ~ ~ ~ \ ~ ~ ~ I H
~ r ~ ~ ~ ~ ,x ~ R ~ ~ ~r HRI ti ~G HP ti
~ ~ / o INq F i Y
z / ~ x r` 8" p l ~C S D ' P ~ SMH ~ ~ ~
o ~ s /o ~ S. s ~1 ~
~ ~ 'b~j ~ 1 k ( / ~ Slp aN~, co ~ ~ T ~ EwALK c'
~ ' ' ~ ' 3~4" W.M. ~ ~ ~ j~' SERUICE (TYP) ~ ~ ~ v
~ j , ~ ~
y,, i I ~ ~ ~ s` ti ~
x~ ~ ~ l S~ ~ 1 ti~ ~ ~
ti ~ ~ ~ / ~ 0 ~
';6i' ~ 4" PVC S.S. ; ~~h ~~SERVICE TYP
~ ~ ~ ~ ~ ~ ) ti
~ X ~ CURVE DATA 6: i , / ~C R - 15
x ~ ~ - 0.00 ~ L = 5 2.19 '
~ ~ ~ ~i ~ 4~ /C / T - 2 ~ ~ 6.36
i~~ i ~ ~ fMENT'~ ; ~ / COURSE = N82° 14'08"E
CHORD = 5193' ~'~~R6; .
u j' \ CURVE DATA 4; V DELTA = 19' 56'09"
~ R = 152.50' o~' ~ ~ i ~ti i ~
r ~ ~ L = 14396' ~ X84 Og T = 77,85' i
l ~ \ COURSE = S28' 15'13"W /
~ CHORD = 138.67' >a V ~ / ; ~ ~
~ ~ i j ' DELTA = 54' 05'~ 5° ~o ~ ,
1) i` ~ _ l o~ A' r ~x ~ Q;/
i
~ ~0 i ~ti : a ~
io y 5 y ~ % Q-
~ ~ i ~ a ~ A I ~H ~ ' ,
ti . SMITHRIDGE WAY , 50 100
~ m' ~ ~ ~z 5S H ~ ,
i ~ ~ ~ ~ wX SCALE: 1 =50' (Horiz,)
i 'e
~ \ FNP a 1, 75ti
~ U 'i ~ EIIGH JOINT EL_EV = 399,57 d ~
NU"~ T~'A ~ j POINT STA = 18+37.64 8" 8" TE
~S QIDG ~ E CPI ~ Per' C'a - 1 ~ (3) 8.. 8
E o ` ; pV' ELEV = 400.0
~ - ~ SSMN ~ A.D. _ -3.701 ~ ~
1/< .w K=2

,8" X 8" SEE
g~' j'3) 8" Gv ~ ~ ~J
1~ \ r I 0 o o ~
+ ~o ~ co + ~ x
o ~ c
r 404 _ ~ rn ~ ~ to o~
' ~ v o~r° II a04
402 ~ ~ x x ~x~^~I~
~ II v - ~ O_ 402
_ ,
400 r N ,-+~oM~ ^rz ~~`~z ~ -
~ ~ ~ III ~Q~~> ~~i ~ ~ 400 - ~
398 ~ ~ ~ ~ -x; c ~r ~ \ o~ ~ ~ ~ 398
x Ny' ~ ~ UIQ~7> N
396 I~~';?O =~i~~CSED GI~~DE ___~~-ZZ II ~ ~ ti ~ ~ ~ -.396
EXISTfNC GRADE ~ ~ ~ > > _ ~ i ~ 308 z N ~ ? o 0?'n
394' > r ~~~,~~zz 3g32`I~ Q J 1. ~ J / e D~ ~ ~n~-~>, ~ NO fi~~394
WATERMAIN xN~zO'
392... - _ _ _ - _ _ - - > ~ ------~y _ _ _ ~ ~ , - FHA ~ ~ ~ ~ II „PVC 392
~ - ~
390~~' FHa @1 33%
-2,~ ~ ?.54LF 28 390 0 ; 221.8
388 _ ~F '388
99.59LF ~„xB.,TEE VC 1.D ~ 2
386 r 3 8.. 8 P ~ GV ~ o+ lq -
g PVC 386
46LF 384 248. _ VC - _ _ _
ti1C EHa 8 P 384
382 ~ - . ~6% _ _ _ _ _ l 02 80LF
48'-` ~ _ j ~0; 85~ '.382 _ 8 X 8 TEE
30 - _ 380 ? ~"PVC 8„' GV
380
378,
~o~ 378
376 o`y~~` II
N +'x li IF~ _ _ _ ___I ,376
x ~ , _ I' 374 z°,~zz~
~ ~ _ ~Q~»> _ _ 374
,,zzz _ _ 372' _
_ . '372
DATUM ELEV _ _
370, 00
d ~ ~ ~ ~r ~ O~ O 0~~ NN ~ f~ O~ I~ O Q~ Nl N ~N ~ ~ M;'~ N ~N pl N~ r'7 N~ ~ Ln~ CD r~-~ Ql~ CDC M D7~ Q7 O~ l0 O~ ~ C0~ N ~N ~ OI~~O
m~ ~ m~ ~ Q7~ ~ N~ N NQ N i"1 ~ N NN N ~ ~ ~ ~ ~ ~ ' , N N N N N N ~ l1~ lL,.,; I~ 00 ~ ~ Ql ~ Q1 Q1 D1 07 Q~ ~ 07 ~ ~ ~ N O C~ ~ Cn Q) 0~ Cn Q! Cn ~ Cn ~ Cn ~ Q1 ~ Q7 ~ ~ ~ ~ ~ l0 ~i l ~ ~ ~t ~ N~ N (~j . 6'. Q I\ Q ~
~ ~ ~ ~ ~ Q1 Ql Q1 p~ 0' ' 07 ~ ~ Ql ~ C?7 Cn p~ m Q? Q7 ~ Cn ~ ~ ~ Cn Ol 01 ~ Q1 ~ Q1 Cn Q~ ~ Cn ~ ~l Cn Cn Q] O ~ O r~ ~ r~ r~ ~ r~ ~ ~ ~ ~ ~ ~ ~ M ~ ~ M ~ ~ r~ ~ ~ r~ ~ ~ ~ ~ r~ r~ ~ r~ ~ ~ M ~ ~ r~ ~
~ ~
9+50 10+00 10+50 11+QO ~'~50 12+0~0 12+50 13+00 14+00 14+50 15+CC~ ~5+50 1E+~0 16+50 17+00
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
SEAL S=aL
DATE: JULY ZOOS M&C FILE NUMBER SCALE
MCE PROJ 40 - CT7~2 # 68 0001
DRAWN LRA HORIZONTAL, oRau~NC NuMeER
r f UOUAY-VAKINA N1./ DESIGNED JIM 1 = bu
200 MacKenan Cour', Sete 203 VERTICAL: CHECKED GML
Cary, North Carolina 27511
Phone, (919)233-8C9i, -ax: (919)233-8C3' SMITHRIDGE WAY PRGJ. MGR. GML 1" = 5
AA0002667 EB0006691 ROADWAY PLAN/ PROFILE STATUS; RENSION
REVAO, DESCMPTIONS DATE Final Design
REVISIONS www.mckimcreed. corn Not Released for Construction

0
z -a
0 Y
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ti
0
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n 1 ads / 'deg A
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~ 1 W~ ~ ~ ~ - ' N
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1 ~ ~ a-! ~ ~ ~ ~ 1 ~ - ~ ~ ~ -t-- SSMH ~1 ~ 5' CONC. SIDE ~ WALK
1 1 w < < ~1 ~ ~ 6' D.I. 3 8" PVC S.S
WATERMAIN
1~ ` ~ F ~ 1 H A ~ ~ ~ Q,
1 1
8" X 6" TEE ~ l 81 I ~d ,~~10+ 16" X 8" TEE 2 8" GV - ~ 6' O ~ ~ T 11+00 12 i" X 8 EE Qp 13+00
5'31"x_ ~r i (2) 16 BUT ERA 16" BUTTER L - - + - - -
(1) B" GV - I . B" GV ~ ~ 96'02+~ ~ i
i _ - _ ~ 4" PVC S.S, ~ \ \
IVE ~ SERVI ' ~ JONESGATE DR CE I I % ~ ? ~ 1 ~ ~ ~ ~
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~ ~ ~ ! w 5' CONC. ~ ~ ~ ~ / 5' CONC. SIDEWALK ~ - - ~ ~ ~ 3
~ ~ ~ ~ ~ I SIDEWALK ~ ~ i ~ i / / 1 8 i - SSMH 17 i - i~
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UTILITY SEMENT / C
c' - - ~ - S ~ _ W ~ Z I / ~i ,
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S 8 S~ ,y I UJ /
JONESGATE D RIVE ~ ~ / - -
GUMVIE W CIRCLE
SOUTHJUDD PARKW AY
SEWER OUTFACE
_ _ - _ -
394 ~ _ - - - 394
+ _ - END OF
o N ~ I ~ ~ PAVEMENT AT -
400, 400 I 400 , o ~ PROPERTY ttNE 392
it ~ ~ ~ a~;' ~ z~ w 390'- ~ ~ a Wi 400 ° _ _ _
398' d w zuR ~ E ~ ~ ~ ~ ~ ~ ~98 HA_-~ Q W_ o I ~ - EzlsriNC ~-....400 ~ ~ TRADE 390 ~ ~n o
~ ~ W .cam - 388 ~ _ - Q ~ o ~ a~ 398' - ~ oc~o~.
396 - ~I > > ~;,r ~a ~ ~ > a d _6 _ rR(1POSfD ° Q it ~ x _NU~ o"? 398 ~ ~ ~ 388 ~ ~ ~ x.11 M
- GRADE i y v ~ a II > . ~ 38E z _ ~ = Ql ~ 96 r~o~ II , _ ~Nm II II ~
i w 394 ~~a ?u4 ~ - - _ ~w _ r=~,~zzo 396 ~ z - _ 386 zoo ~ - , _II
'2.0 ~g0,~ zu4 fm~ ~ _ 0~ 21 ` ~ w 0 38x tio~ cn w _ ~ - - - ~ _ 394 II r ~d~>>>' - ~ ~X~ _ ~ ~Q~> ExISTINC (ON ~ m~~~~'394
392. _ ~ - 00 \ > ~ ~ro 384 z
dCq I o ~ ~ p 392 + ~ li ~ ~ _ ~ a 382 + J ~ _ - _ ~ PROPOSED cn ~ _ GRADE ~ - 392 ~ ~ N ! i' ~ GRADE _ - ~ ~ ~°c„~ ii _ '392
390 ~ s ~ X00 ~ , _ _ zq0 I Q w 382 \ , ~ + to
a I [z~s~ING 38~ ~ ~ ~~45 16'_X- ~ It ~ , - 8 TrE - - / 390 \ _~~?o 2) 16 TIE TO EXISTING---~ \ II / ~ -
2. 388 _ _ _ 388 ZxK cRnpE ,,P`IG ~ a ~ '390 BUTTERFLY _ 16" D.L WATER 380 \ ~ Q
~ Q' CONTRACTOR TO _ VALVES-- - - MAIN 388' \ cncr?? ~ - ~ rG ~1) 8„ - - i 388
~°~o ~ 378 TIE TO EXISTING 386 386 2Rn i ~ 5 ~ ~ PAVEM ,v c 378 _ _ ~ -
8 X 6" C~} _ ~r~ 8n E T, AND TF.E ~ s/ ~ ~ ~ II 37F SHALL MATCH D _ 16 D.I. ' 386 i A R MAIN
384 fi" DI 3 4 Z»a , , ~ + ~ ~ EXISTING 140.81. ~ - '386 _ (2~:2~ 376 ®0.97 ~ ~ _
W.M. 8 ~y~ ~~to~ 384 PAVEMENT--AND - ~ - 384 8„PVC IoN- _ 14~.63LF ~ @0:5 „ - 384
6" PLUG _ _ 6 D ,;+1 ~~-r~0 374 VERIFY ELEVATION , rr.- Q' f~ - & GAR ' 382 ?R2 8. X,6' . _ _ 7% VC I ~S , I ,
C2) g GV - z, 382 5 Lr @ .5 8 FvC 374 _ , I Lr @ .57 - 382 '
1 _ _ 37 482 Os cv 2 380:.. 380 ?8 i ` - ~ x,382 ~ ~ ' 372
I 0 ~ 380 _ 380
~°om~ _ 370 378 378 ~ ' ' TIE TO EX. MH - _ - - _ _ - _ _ ..;380 ~V,~. - - i
78 0 ~ it II ~ 378 ~ = zz INV, 1N=xxx.xx EX. MH N ~ II 370 ~ _ + ~ II ~ 378 =xxx.xx ~ ~ z ~ 3
.-~__O ~ II 368 •NV. OJT`366.70 376 ' 376 376 ~n.Q r 7 8 366.70 z ~ "i -
DATUM E'LE~ DATG.~f ELE~ ~ - z z z 376 ,LOCATION OE MH - , ~ 368 , OE Mf7 ~ ?~>.j - 376
3~5 00 ~ - - - 366 TO BE b 375.00 DATUM ELEV ERfFIED} =RfFIED ~ cn ~ ? z DATUM ELEV 376 ~ _ -
0 0 N ~ o oC0 Mr 00 365.00 366 375.00
~ N ~ ~ O O O O O O d1 nj ~ Nj ~ • O ~ ~ ~ ~ rn ~ ~ ~ ~
~rQij ~ ~ ~,.~0 ~ ~ ~ Q~~ 0~ c0~ ~ N) ~ ~ M~ ~ ~ ~ ~ ~ ~ • ~ m N ~ r~ ~ ~ ~ ~ ~ ~ ~ o co ~ ~ • N Ln ~ ~ ~ ~ (D ~ ~ Cn ~ ~ ~ ~ ~ ~ N ~ ~
~ 0~ 00 ~ ~ N CO u7 r,j d ~ ~ nj N ~ ~ ~ O ~ ~ r> "'i ~ ~ ~ ~ ~ ~ ~ Cn ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r~ r~
M~ r~ r~~
9+50 10+00 10+50 11+00 11+50 9+50 10+00 10+ 50 11~~~ 11+50 9+50 10+00 1~+50 11+00 11+50 12+00 1
9+50 10+00 10+50 2+50 13+00 10+50 11+00 1I+50 12+00 12+50 13+00 13+5
0
JONESGATE D RIVE
GUMVIEW CIRCLE JUDD PARKWA
Y SEWER ~UTFALL
SEAL SEAL
DATE: JULY 8, 2005 SCALE M&C FILE NUMBER
MCE PROJ 4068-0001 CT703
V~S~^N ~o~,~,~~ HnRi~nNrai
-qqw UFIm VVIN LKA - DRAWING NUMBER
200 MccKencn Ccurt, Suite 200 FU Q U A Y- VA R I N A DESIGNED JIM 1"=50 f
Cary, North Corol;na 27511 Phone: [phone], Fax: [phone] CHECKED GML VERTICAL: C-1 0
PROJ MGR. GML 1"=5'
AA0002667 EB0006691 REV.NO, DESCRIPTIONS DATE ROADWAY PLAN/ PROFILE 1% STATUS: REwsION
REVISIONS www% .mckimcreed.com
Final Design
Not Released for Construction

50' MIN, NOTES:
BUT SUFFICIENT TO KEEP 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP 8' MAX, VARIABLE AS DIRECTED BY THE ENGINEER
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
- " T N ING OVER THE STONE, THEN THE TIRES OF THE 2 3 S 0 E TO BE USED 25' OR WIDTH OF
EXISTING R VEHICLES MUST BE WASHED BEFORE ENTERING THE - - - - - (SU GE STONE OR RAILROAD PROPOSED STREET, P I - - _ - UBL C ROAD. - - MIN. 12-1~2 GA.
ROADWAY 'BALLAST) WHICHEVER IS ~ - _ - `ti INTERMEDIATE = MIN, 10 GA, WIRES
GREATER. - - - _ 3 IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS - - - - tiNE WIRES
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY O - WI A LL CLE N THE AREA AND INVOICE THE FINANCIALLY -
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
GRADE
_ 1,;,111,;,111 III,;,III-II~III-III-III-II=III~II-III-III-III-III-III=11111=III--III-III-II~III-III-1 = - - - - - II III _ _ -
PLAN ti - - - - - -1 II- ~ ~ III I_I11-111;, - _ - - Il I SILT FENCE FABRIC ~ I III
- =11 INSTA T - _ LLED 0 SECOND
WASHED GRAVEL FILTER - - _ - WIRE FROM TOP I I -
-11 II- IIII IIII IIII =III I-
SEDIMENT LADEN RUNOFF 12° WIF WIRE MESH ~ ll ~ I I
NEW CONSTRUCTION y ~ 35' MIN. 15 MIN. IIII II~ III - IIII- I-
EXISTING ROADWAY FRONT VIEW
_ iu i i i I II II ~ ~ I 1 1 1 1
12"MIN. _
6" MIN. ~~~A~~~~~ . - srEE~ PosT
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
~ CONCRETE GUTTER FABRIC UNDER STONE NOTES: SEDIMENT CURB INLET CURB INLET NOTE:
1 HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL IPENINGS SHALL BE PLACED OVER -USE SILT FENCE ONLY WHEN DRAINAGE AREA o ~
THE CURB INLET OPENING SO THAT AT LEAST 12" WIRE MESH EXTENDS A CROSS SECTION INLET COVER aND THE CONCRETE GUTTER MEASURED FROM THE INLET OI ESH EXTENDS ACROSS BOTH THE DOES NOT EXCEED 1~4 ACRE AND NEVER IN i ~ ~--FILL SLOPE
AREAS OF CONCENTRATED FLOW )M THE INLET OPENING) `N° z * FOR REPAIR OF SILT ~ FENCE FAILURES, USE
2 STONE SHALL 8E PILED AGAINST 7HE WIRE SO AS TO ANCHOR IT AGAINST T -END OF SILT FENCE NEEDS TO BE TURNED UPHILL No, 57 WASHED STONE, )R IT AGAINST THE GUTTER AND N FOR ANCHOR WHEN SILT
INLET COVER aND TO COVER THE INLE" OPENING COMPLETELY. USE NCDO ELY. USE NCDOT #5 WASHED STCNE GRADE FENCE IS PROTECTING
[=,1LI-1~ =~-il ~ _j~~ CATCH BASIN.
3.CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITF F IT CLOGS WITH SEDIMENT. IIII III I I-11 'I I'li~ •o ~ Ill~~,li' 6~~ MIN. COVER
CONSTRUCTION ENTRANCE 4 APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE THE STRUCTURE IS NOT OVER SKIRT "
LIKELY TO CAUSE 'NCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES, U OFFSITE PRCPERTiFSOR UNPROTECTED AREAS. N i- STRUCTURES, UTILITIES, II
ANCHOR SKIRT AS 311 ~ ~iRECTED BY ENGINEER *
Ilm ~
CURB INLET SEDIM
ENT FILTER LTER ~ ~IDE
STANDARD TEMP ORARY SILT FE NCE DETAIL
\ \ L
I i/
2' MIN 2' MIN COMPACTED
EXISTING TREE ,EE
~~~=1Tt~~b
STEEP CUT OR FILL SLOPE _ - - - - - _ - ~I1-11 METAL ~~T PAST sA~~AP~ ~A~ Pasrs 2'-0° ~N GROUND _ "T "POST
i~ OR WOODEN 2X4 OODEN 2X4 cAL.on zE-
.111111' 21 SLOPE (MAX) _I I ~I I I-i' HARDWARC )HIRE
- EXTENDS T` TOP OF Bl r t
_ aBILIZE DIVERSION DITCH ~ _ ~ ~ - _ ~H TEMPORARY SEEDING = ~ _
ROSS SECTION :,ti, - _ - _ EXISTING D EROSION CON"PC,_ - - ti=TTING GRADE EXISTING
10' MAX SPAC Nr ! ~ GRADE .a~oo
POST TO P0~ - 8 ~ O Q
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON E QQ~
II IMMEDIALE WORK ZONE IN 'N OODED AREAS AS SH04 AT ov8 ERIAL ON BOTH SIDES OF n ;EAS AS SHOWN ON THE - o,p ~ o
UPSLOPE TOE POSITIVE GRADE ~.0~ MAX. PLANS. DO NOT ATTACH FENCE MATERIAL TO TREE`. DIAL TO TREES. °~o a 0
o
2. TREE PROTECTION FENCING FABRIC TO BE PLACED SIDE SLOPES ~ BE PLACED AT THE DRIP ~ ~ a
2;,(~nx) ~ LINE OF THE TREES THAT ARE TO BE PROTECTED. P R T / ~ ^a ~o 0 ECTED. ~ ao ° o
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3. "TENSAR" HIGH STRENGTH POLMER GEOGRID FABRIC .,~o o OGRID FABRIC BY ~ o ~~m
TENSAR CORPORATION, MORROW, GEORGIA. RGIA
TREE PROTECTION DETAIL
STEP CUT OR ~~LL SCOPE ETAIL ~ 57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MIN. ABOVE i0P OF BOX
PLAN VIEW NOTES:
ONE SIGN PER 79' OF TREE PROECTION FENgNG SHA FENgNG SHALL READ;
"TREE PROTECTION AREAIDO NOT ENTERIAREA PARA A PARA
PROTECION DE LOS ARBOLESlPROHIBIDO ENTRAR" DIVERSION DITCH f RAR" STANDARD C
TREE PROTECTION SIGN ATCH BASIN & V
YARD INLET PROTE T C ION
TREE PROTECTION FEN CE FENCE
SEAL SEAL
DATE: JULY 8, 2005 ~&c FILE Nu~+BER SCALE
MCE PROJ. 4068-00 I CE501 # 0
DRAWN LRA HORIZONTAL; DRAWING NUMBER
CI 1/11 I A V 1/A DIAI A Aln N/A
-qw 200 MocKenan Court, Suite 200 Vh~Vl1 Vl1f\IIVf1~ lqu ULSGNLU JIM CHECKED GML VERTICAL:
Cary, North Carolinc 27511
Phone: [phone], Fax: [phone] PROJ, MGR. GML NA
AA0002667 EB000669,
REV.NO, DESCRIPTIONS DATE DRAINAGE & EROSION CONTROL DETAILS (Not TATUS: Final Design
REVISIONS www.mckimcreed.com 00, 9 REVISION
Released for Construction

CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 IN
FINISH GRADE DEEP OVER ADVERSE SOIL CONDITION CHES S, IF AVAILABLE.
711„II -11111 'III.III-III.III-III-1 = _ _ RIP rHE ENTIRE AREA TO 6 INCHES DEPTH.
11- =1~-1111~,JIli III=j I-11111=III-~~IF - _ I I-I I -I II I I-III=1I I_I I I-I I1=
VIII=11 COMMON TRENCH BA KFILL REMOVE ALL L005E ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH A
J ~ 111111 I_~_r NOTE 6 SEE SPEC SECT UNIFORM, ND
III=11 Y ~II~I 1=III= 2210, ARAGRAPH 15 NATURAL GROUND
Q '111.1 I~UNDISTURBED SOIL APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL SEE
m 1111 LII- TOP OF BERM TRENCH WALLS MAY HAVE VERTICAL - _ BELOW* , ~
J -11 L-I Q SIDES UP TO A MIN. HEIGHT OF 5 'III=III-_ Z FT. LAY SLOPES EACH OR USE / IHI-III=
TRENCH eox coNTRACroR i =III-III-11- TOP ELEV. OF SPILLWAY #57 WASHEf RESPONSIBLE FOR DETERMINING -I_ I-_- T T 2 CONTINUE TILLAGE UNTIL AWELL - P ULVERIZED, FIRM, #57 WASHED STONE 1;0 REASONABLY UNIFORM SEEDBED I P
PROPER SLOPE, (OSHA SUBPART ,,III III III _ O AL BASIN CAPACITY P, LATEST) ~-~I_~-I~~~_ 1 S REPAR INCHES DEEP. ED 4 TO 6
'11~1~IJ~I-ICI-1~~ 2.5' 2 5~ MIN, DEPTH CLASS B STONE
-IIIIiT_III-III- __MAX. SEDIMENT DEPTH ~J : I ;,III=11111-111-_ SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR SEED
QY o CAREFULLY COMP -111 III=ll-~-~__ ACTED BACKFILL 'I-III„ ~II1=11111-11 .I NOTE 6 SEE SPEC SECT - - - CULTIPACK AFTER 1.75' SEEDING
zQ N II-111_111 III _ _ _ -m 02210, ARAGRAPH 15 X11_ _ - _ - - - - _III;,I~II~IIIIiIlll1111111i111F_L-I~=III-j
- -ill 111 III--I I I- 1=IIF_I11=III=III-III-III-III-III=' MULCH IMMEDIATELY AFTER SEEDING A -iii=Iii-lil-iTi--Ali-iii_iii_i~~ ND ANCHOR MULCH.
SECTI - ON A A THRU SE A THR~ SE~~MENT FILTER FABRIC INSPECT ALL SEEDED AREAS AND MAKE NECESSA
I SPRING LINE o TRAP OR RESEEDIN RY REPAIRS GS WITHIN THE PLANTING SEASON, IF POSSIBLE.
_ - IF STAND SHOULD BE OVER 60~ DAMAGED REESTABLISH #57 WASHED STONE FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING R
z~ (bottom length) A TES.
Qz PIPE GRADE CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COV
6" BEDDING ~IIE ER IS
57 OR 67 STONE TO TOP 0 PIPE CLASS B-1) WORK WELL UNDER TOE OF SLOPE i I -11' ESTABLISHED. I__ -111- SLOPE - ~°O°~°0 0°0°0°0 0 0 0 .1= 0000 0 000°0°0°0°0°0°~ °
SEE NOTE 5 BOTTOM OF PIPE CLASS B STONE _111_ o°°o°o°o°0°°°0°°°°°0°°°°°° * APPLY: AGRICULTURAL LIMESTONE - I_ °°°°°°°°0°0°0°0°0°O°0°D° °°°°°o o°°°°p°p°o°a°g°° -11' T 2 TDNS/ACRE OR 3
FOUNDATION STONE 6 O.D. OF PIPE 6" ONS/ACRE IN CLAY SOILSFERTILIZER - 1000 LBS ACR 0000000000000°0°0°0°0°° / E
SHALL BE REQUIRED WHEN MINIMUM SIDE CLEARANCE SOIL CONDITIONS ARE UNSTABLE, 12 O.D. OF PIPE 12" UP TO 36" TOP OF BERM o 0 0000000°00000000° ill (10-10-10) VIII ,-11~ SUPERPHOSPHATE - 500 LBS ACRE
MAXIMUM SIDE CLEARANCE BUCKET FLOW II i ~ ~ .III- MU / (20%) _ 1= LCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
NOTES: (b°ttom Width) FLOW - SE~T~~N B-B THR~ BER ANCHOR -ASPHALT EMULSION AT 450 GAL. ACRE M & FILT /
1 Far trenches re uirin sharin and r 4 9 q b ocmg, dimensions shall be taken from the ER
inside face of the sharing and bracing. 'A 1'
2. No rocks or boulders 2" or larger to be used in the initial bockfill. SEE DBED PREP ARATI ON
3 All bockfill material shall be suitable native material. #57 WASHED STONE ~ - CLASS B STONE
4. Backfill shall be tamped in 6" layers in traffic areas, 12° in non-traffic areas.
5. ~o be used with PVC.
6. Minimum compaction requlrements~
~~~CATION SOIL TYPE DENSITY
PLAN OF SECI~~=NT TRAP Under pavements, Cohesive soils 'C~ ~2° 98%
~,~~~ln HWY RAW ?__C,ti 12 = 9S% :.c ~ ~u _~~.,-c,
Under pavements, Cohesionles s soils 'C% :.c-~~ =X253_93 PLAN OF SEDIMENT W';~~~ HW'' RAW TRAP
Nc^-r-aF"c areas ~I Maximum ratio of drainage area to disturbed ar Cohesive soils 55~ ASTM D698-91 ea area 1.5~ 1 TYPE "A"
N., _-~C"'~ .,sacs 1 ~~~es~~ress sa~ls 50`o ASTM D4253-93 Dimensions SEEDING SCHEDULE FOR
STABILIZATION GRASS Design
ClsturbedTotol Required min Bc DATE TYPE
TYPICA Trap ~~ainage L TREN CH BO TTOM min Bottom Bottom Top Top Provided Weir PLANTING RATE
DIMEN SION r SA ae ,P ND ~ ac~ ~ ~a ac storo e de th w de th width len ~h width len th st r MAR. 15 - MAC ~5 PERRENNIAL SEED MIX 0 o e width N.C. WILDLIFE R~SOURCES 10 LBS/ACRE
BACKF
ILL RE QUIR EMEN TS COMMISSION MAR - ~ SE4'CEQ LESPEDEZA SCARIFIED
( ~ 50 LBS ACRE & /
- ~ ADD TALL FESCUE
TEMPO RARY S EDIME ~ ~ - GR ADD WEEPING LOVEGRA 120 LBS/ACRE SEDI - . SS 10 LB MENT S ACRE TRAP = aR AD / D HULLED COMMON BERMUDAGRASS 25 LBS ACR
JUN. ~ - S_a ~ TALL FESCUE AND / E
BROWNTOP MILLET 120 LBS/ACRE
OR SORGHUM -SUDAN HYBRIDS 35 LBS/ACRE SEP, 1 MAR. 1 SERICEA LESPEDEZA UNHULLED - 30 LBS/ACRE
AN ( UNSCARIFIED) 70 LBS/ACRE NOV. 1 -MAR 1 D TALL FESCUE 120 LBS A
AND ABRUZZI RYE / CRE 25 LBS/ACRE
TYPP .,8.,
~EP~`ZTME~IT 0~ TRANSPORTATION
~ SGH ED ~ E
S'E'E ~ITCNES, SCOPES M ( A X. 3 1)
D!~ T~ TYP
E PLANTING RATE
AUG. 15 - NC~.. ' TALL FESCUE
NOV. ~ - !?AR ~ TALL FESCUE 300 LBS/ACRE
&ABRUZZI RYE 300 LBS/ACRE _~.E
~~"R ' - ~ TALL FESCUE 25 LBS/ACRE '~P~ - T, HULLED COMMON BERMUDAGRASS 300 LBS/ACRE
- ~ TALL FESCUE AND 25 LBS/ACRE
A BROWNTOP MILLET 120 LBS/ACRE A 1.5' MIN. BEYOND BANK OF SLOPE CR SORGHUM -SUDAN HYBRIDS 35 LBS/ACRE
La 9" MIN "MIN ~ 30 LBS/ACRE
i SLOPES 3:1 T I ( 0 2 1)
I
i MAR - SUN ~ SERICEA LESPEDEZA (SCARIFIED ~ 50 LBS/ACRE
r (MAR. - qak .J & filter fabric ADD TALL FESCUE
Cc - CLASS B A A MAR. - ~~~E_ 3~' OR ADD WEEPING LOVERGR 120 LBS/ACRE
OUTLET PIPE STONE LINING EROSION CONTROL (MAR, - ,il,n, OR ADD H ASS 10 LBS/ACRE CONTROL J'JN - SEP. 1 ULLED COMMON BERMUDAGRASS 25 LBS/ACRE
CLASSIFICATION STONE t TALL FESCUE AND 120 LBS ACR BROWNTOP MILLET / E
OUTLET a ~E OR SORGHUM -SUDAN HYBRIDS 35 LBS/ACRE
~ SEF -MAR. SERI 30 LBS/ACRE CEA LESPEDEZA (UNHULLED -UNSCARIFIED) 70 LBS ACRE 24" MAX. AND T /
PLAN FILTER ~ABR1C SECTION ~ AT CENTER NOV - MAR. ~ ALL FESCUE 120 LBS ACRE ADD ABRUZZI RYE /
25 LB5/ACRE
SECTION A- SECTION A-A CONSi T ~ T ~~ti~-P.~ ION ENGINEER OR SOIL CONSERVATION SERVICE FOR A
OUTL STONE SHALL BE PLACED OV R ET P E ROT TT ECTI FORMA';,ti -CNCFRN'NG OTHER ALTERNA7IV DDITIONAL IN- PLACED OVER THE CHANNEL BANKS TO KEEP WATER ES FOR VEGETATION OF DENUDED AREAS.
ON D E I ETAI RoM c~ L Nc AR OUND THE DA SOUND THE DAM, TEM~OR::Rv RESE_D ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMAN
VEGETA"RCN DO NOT AL~~'JW TEMPORARY COVER TO GROW OV ENT
MOWING, OT-ERW15E FESC,~= MAY BE 5HA ER 12 IN HEIGHT BEFORE ~ DED OUT.
ROCK CHEC ,KCHE CK DA M
SEED ING S CHED ULE
i
SEAL SEAL
DATE: JULY 8, 2005 SCALE "+&c FILE Nu~eER
~nl ITS-11II~u>I ~ni~~r C`I II'~I'1~~ nnin. ~ McF PRni r~ dr,~Q_~~„~ (`~St'11 A
200 MacKenan Court, Suite 200 I I I V IL-Tv i oily I JU0UI VIJIUN HoRlzoNrAL: .DRAW,wNGvNUMBER~n
Cary North Carolina 27511
Phone; [phone], Fax: (919)23,3-8031 ~ DESIGNED JIM
REV.NO. ~ °ESCMP110NS AA0002667 EB0006691 HECKED GML VERTICAL;
REVISIONS DATE [STATUS: RAWN LRA
www,mckimcreed.com DRAINAGE & EROSION CONTROL DETAILS ROJ, MGR. GML NA
Final Design REW SION
Not Released for Construction

W -
SIDEWALK (5' ST }
A uTILITAY STRIP ~ PAVEMENT SHALL BE 0,02 MIN.) D.oi MIN.) SAWN TRUE TO LINE CONCRETE PATCH PAVEMENT CUTS PATCH SHALL BE 6" 3000 PSI
6 6 ~ 0.08 MAX.) 0.04 MAX) 0 ?~QOS~oE DRDP cuRe D.oa NoRM.} a.o2 NDRM ~ (3000 PSl) (SEE KEY DETAIL) CONCRETE OR 7-1 /2° NOTES:
QRD (Jtiy~P~ ~ (STD. 2'-6" CURB ~ E~,~oy 5 & cuTTER sFlowN} aT 6" EXISTING BINDER COURSE t. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50'. 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
_ BACK OF SIDEWALK DROP \ PAVEMENT 12.1 MAX. RAMP 4° 6„` EXISTING 3. ALL CONCRETE SHALL CONFORM TO ALL APPLICABLE PAVEMENT REQUIREMENTS OF THE ACI. C„
SECTION B-B SEE INSET A
a i F
~q° CURB MIN, CURB TOP OF CURB = .e " q a - N, SIDEWALK--~ TRANSITION DROP TRANSITION a - u - W
6. ELEvAT10N ~ = L, a - Z UTILITY STRIP SIDEWALK ~ i ~ SLOPE SLOPE
S ~ ~ a eFti~N _ ~ ~ ~ _ _ - 3 DO NOT DO NOT DISTURB ~ ~ _ R F OT
&~~rFS VARIABLE SLOPE NOT-'`- ~ GUTTER Z ~ ~ ~ EXISTN( ~ TO EXCEED t21 (8,330 SEC~~ A_A - W ~ - - - a°~ STONE EXISTING STONE - ~ a 1 2" PER FOOT 1A 4 PE 0 - z ~ _ - _ 8" STONE ~ ~ ~ - - - ~ -
~ > - A _ - F- 1 ~ ~-i-lit-11 - - - ~ (=III- l l- I _ ~
g NOTE: A PORTION OF ONE OR BOTH Q EXPANSION JOINT RAMPS MAY EXTEND OUTSIDE - TAMPED BACKFILL M ~ _ ~ } ACKFILL ~ TAMPED BACKFILL ~
rNE RETURN. - - I 100% COMPACTION 'ACTION - - 100% COMPACTION ~ ~ - ~ ~
~ ~ - ~ = STD. PROCTOR ~ ~ -SIDEWALK ~ - - _ CTOR) (STD, PROCTOR) I ~ - - N 1___ STANDARD 30" CONC.
ISOMETRIC VIEW - - CURB AND GUTTER
EXPANSION JOINT ~ - = ° ° I - - ~ w
- - ° ° ° • ° ° • ° ° SEE NOTES 2 12 & 17 SEE INSET A - a~ ~ ~ 1- I = ~ 5'-0° TYPICAL SECTION ~f ~ ~ VARIES I _ + _ _ ~
235" OC ° ° AND NOTE 1 - - PAN I N JOINT + EX SO ~
m
W A W+A+9' X f 2.35" OC i SIDEWALK ~ ~ o
5' D D' 6 a' s a' S D~" ~ PAN ~ - V N T _ ~ ME PA E NCRETE CO 6 0.0 6.8 6.8 6.0 ~ PHALT ~ W Y . AS Q
7 0.0 7.8 7.3 6,5 0.9" DIA. J SLIPNINSISTARFACE 8 0.0 8.8 7.3 6.5°" RAISED DOMES` WAR G SU ~ 3 ~ T A R \ SIDEWALK SURFACE V M N T JOIN SE LE EE PA
5 2. 7. 7.8 5.0 NOT LESS THAN " 5 2.5' 8, 3' 8,1' 4.6' RAISED 0.T ~ 2' FULL HEIGHT ~6„
5 3,0 8.8 83 4.4 SEC110N ETAIL CURBMPSTWEEN a 5 3.5 9.3 8,4 4, RAMP FLOOR ~ ~ TNIS PORTION of RAMP _ NDTE TO CONTRACTOR; LAPPE[ LAPPED I-2
5 4.0 9.a' 8.6 3s Musr FALL wlrHw = ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN 5 4,5 iD.3 a,~ 3.4 R WALK uMITS SURFACE F SURFACE PATCH ,i~ ~ EXISTING ~
5 50 Boa s.9 31 INSET A c oss A MAXIMUM OF SEVEN (7) DAYS FROM THE DATE (SEE NOTE 10) SEE INSET A SEE NOTE 1 ANO NorE i THE CUT IS MADE, IF CONDITIONS DO NOT PERMIT A BINDER ASPHALT ~ Z
D = X-(A+s°) SEE NOTES PERMANENT REPAIR WITHIN THE GIVEN TIME LIMIT. 8 =DISTANCE FROM FRONT EDCE OF SIDEWALK 2, 9 & 14 CONCRE BINDER OR PAN VIEW - JOINT FILLER N R TE L 1 8"~ D CO C E o00000oooooaooooo00 /
To encK PRINT of ~r.~ (e33~) sLDPE PERMISSION TO MAKE A TEMPORARY REPAIR MUST PAT ° BACK OF SIDEWALK DROP REQUIRED FOR ALL BE OBTAINED FROM THE TOWN ENGINEER, PATCH oaoooooaoooooaooooo. o000000000000ooooor ' o000000000000ooooor EXISTING ~
SIDEWALK SLOPES BACK DF SIDEWALK DROP REQUIRED FOR SIDEWALK STONE BASE
SLOPES o.04. PLAN VIEW
V NT KEY PA EME TRANVERSE EXPANSION
D WHEELCHAIR RAMP STAN DAR DETAIL JOINT
ANDARD TRENCH T ST I CH & PAVEMENT REN
NO ES. STANDARD CONCRETE SIDEUVALK
1, THE WALKING SURFACE SHALL BE SLIP RESISTANT. DETECTABLE WARNING DOMES SHALL COVER THE FULL WIDTH AND DEPTH OF THE RAMP REPAIR SEC SIR SECTIONS
FLOOR. THE DETECTABLE WARNINGS SHALL CONSIST OF RASIED TRUNCATED COMES WITH A DIAMETER OF NOMINAL 0.9", A HEIGHT OF 0.2" AND CENTER-TO-CENTER SPACING OF NOMINAL 2.35".
2, CROSSWALK WIDTHS AN CONFIGUREATIONS VARY: MUST CONFORM TO TRAFFIC STANDARDS.
d
a d
9
SCORE =„_L WIDTH OF CUR? & GUTTER
`O '-'/2" DEEP NOTES:
~~aE VU SGR=A~= S~A__ 5E j_P RESiSTAN'.
_ WiDru, ati0 COV~!G.Ra~~ON VARY: MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
.u~+sE wnueEE _ ~.-iC~_tiA C~VERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR
A °A°"s ~ veotsmow AAD105 .;,TED FOR MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES ceosslNC _ __-~~;r_D FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE
PLAN aROVOSED BOEwnEN °"a~D PHYS~~A..Y HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE SEE NOiE 9
F" ~ - PROVIDED AND AT OTHER POINTS OF PEDESTPoAN FLOW, `570P°"E IN ADDITION SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB
1 ~8„ ~ i r-o• RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1, 1976 WHETHER A SIDEWALK 15 PROPOSED INITIALLY OR
~ ~ - ~ R - vwlcsEE ra ' '"PoA~E IS PLANNED FOR A FUTURE DATE. 2 -6 a= ~ THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WTH DISABILITIES,
~ ~ 6„ soa uNE - - sE o ~ ' COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF
3°R „ mcvas[osotvrx ~ P~p~s~s~~•'-' _ ==x, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS _ ~.:ti DES~GNED TC COMPLY 1MTH TITLE 1r1 OF THE ADA, BECOMING EFFECTIVE ON JANUARY 26, 1992.
~ I ~~y"~"" Y THE o ~ R54~P5 S'-ai~L RE SRC+'DEL A- LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED B
_ I a ~~EE_ ~~R RAMPS S~A~L BE _OCATED AS INDICATED IN THESE DETAILS; HOWEVER, THE
W VAP /BLE AApWS - = U~`' 9E ND~.,STEC aS DiREC'ED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, / sE ~o¢ ~ ss~E ea>E _ _ .'S, ETC, AFFECT PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL HEIGHT CURB
I ~ - PLACED BETWEEN THE RAMPS.
2~-6°,
T i ^A WH HAIR ~C S-='~~` ON THE WHEELCHAIR RAMP SHALL EXCEED 1"~1' (12:1) IN RELATIONSHIP TO GRADE OF THE STREET. DE AI SHOWING TYPICAL LO TION OF EELC
A _ RAMPS PEDESTRIAN CROSSWALKS AND STOP LINES ~ CaSE SHALL THE WIDTH OF THE WHEELCHAIR RAMP BE LESS THAN 40" (3'-4") HOWEVER, WIDTH MAY
FRONT END , 7 . SE C_~>S "B" CONCRETE WTH A SIDEWALK FINISH 1N ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
~g (SEE SH?~T t FOR SURFACE DESIGN)
SECTION A-A NATION NT ELE FRO v"PoABLE v"AUBLE ewlus r'EO[srnAr QA"~ S a 1~2" ~YPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB.
TRANVERSE EXPANSION JOINT SIDE ELEVATION caossNc
aae~ostas~oEwnEN aac~ago~ocruN THE ~NSICE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE stE "arts ~ ESTABLISyEp BY BISECTING THE INTERSECTION RADII, SEE NOTE 14) _ ~
ENDING CURB ~ HA E COORDINATED SO THAI THE BEGINNING OF
D METHOD OF ENDING STANDAR 'C 'H_ CURB CUT AND THE PEDESTRIAN CROSSWALK LINES S LL B 3 vwclna~E v"Po"~ THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES.
TTER R 8c GU N CU B INATIO COMB 8 stop uNE stE xorc a srav l1NE ' ~ 'uE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 6 FEET. A CROSSWALK WIDTH OF 10 FEET
~ OR GREATER IS DESIRABLE,
NOTE: PFaPO5E0 OR N1lIRE 90EWAlN ~2 STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO
1 CONCRETE SHALL BE 3000 PSI. 2 FOR HAND POURED CURBING, CONTRACTION JOINTS SN~__ DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS ~NDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC
BE SPACED AT 10' INTERVALS & EXPANSION JOINTS SHAL_ BE PEDESTRIAN CROSSWALKS AND STOP LINE FOR TEE INTERSECTIONS SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
PLACED AT 50' INTERVALS RAW ~ PROPOSED WHEELCHAIR RAMP 13 QARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
3. FOR EXTRUDED CURBING, CONTRACTION JOINTS SHALL 9- R~W vARI eLE SPACED AT 15' INTERVALS & EXPANSION JOINTS SHALL BE RIGHT F WAY r PROPOSED OR FUTURE SIDEWALK
PLACED AT 90' INTERVALS. 14 ALL pA~EMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM
a_ FINISH ALL CONCRETE WITH CURING COMPOUND. CLEAN our ~ vARI eLE 5 FOLLOW ALL APPLICABLE 4CI REOUIRA4ENTS WATER METER 5' vAR - ROA WAY s~ aEAN out & TRATFIC .-0NTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH "~R~~_Nd SUPPLEMENT TO THE MUTCD. VAR 31DE ~ WATER METER
SIDE WALK POINT OF CROWN PCINT Of CROWN waLK 2' 1 MAX CUT SLOPE
SAME AS ~ 4„ ' ~ 2~ t~LOPE
OTHER SIDE ,r~~~,: +
NCRETE CURB & GUTTER T EPHDNE TANDARD CO EL S 3' GAS (SOUTH AND WEST SIDE STREET' EEL CHAIR RAMP
CONDUIT ® 3' MIN 4' MIN STANDARD WH
ELECTRIC CONDUIT
SANITARY SEWER i SANITARY SEWER
WATER NORTH & EAST O SIDE OF STREET) NOTE:
THERE SHALL BE AN 18'~ VERTICAL
SEPARATION BETWEEN WATER LINES, SEWER LINES & OTHER UTILITIES
STREET CROSS SE STANDARD BOSS SECTION
ING UTILITY LOCATIC SHOW LOCATIONS
~&C FILE NUMBER
DATE: JULY 8, 2005 SCALE
SEAL SEAL CS501 MCE PROD # 4068-0001
DRAWN LRA HORIZONTAL: oRAVnNC NUMBER
DESIGNED J~ N~A
r CHECKED GML vL V V
200 MacKenan Court, Suite 200 PROJ. MGR. GMl NA
Cary, North Carolina 27511
Phone: [phone], Fox: [phone] REVISION SITE DETAILS TATUS: Final • Design
AA0002667 EB0006691
[FRREV.NO, DESCRIPTIONS DATE www.mckimcreed. com 1ot Released for Construction
REVISIONS

METER BOX
W Z,
J Z; NOTES: 2'-0"MIN
w~ HYDRANT TO BE PLACED WITH 5'-0" MAX
Z - _ w PUMPER NOZZLE FACIN 5 S(}UARE N G THE
- ~ ~ - SIDEWALK - 1' w CLOSEST CURB. EASEMENT aoo
- o - HYDRANT TO BE PAINTED ONE COAT OF D p 4
3!4" OR 1"METER - - RED AFTER INSTALLATION.
DUAL ANGLE CHECK VALVE
ANGLED METER STOP - _ _ Z ~ FINISHED GRADE
(LOCKABLE} = ROADWAY - _ _ _ - _ - l I-1 I I_I I I_I I I_ I ~ ~=i i 1-~ ~ ~=I I----=- _ - - - - - - - - I 1-iTl--- ~ ~
. I_I I I_ - _ COPPER METER - ~ , ~ ~ ~ ~ ~ - - - _ _l I I-I~ cuRe a ~o
SETTER - FLOW GUTTER ~ cv
- - COMPACTED BACKFILL CAST IRON / - N METER BOX T IRON ROADWAY - - - - =1 I=1 I I III=1 I 1-1 ~ iRBOX . ~ I-- -
_ TRANSITION ' , _ ~ -
Z 4So STANDARD 30"CONC. _ _ - _ - - - ~ CURB AND GUTTER - - _ _ _ - _ - _ - - COUPLING _ _ _ _ _ _ t IF REQ'D. _
_ _ COMPACTED BACKFILL
3" MIN - - _ _ _ CAST IRON Z
# 67 STONE _ - _ _ TYPE'K' SOFT iv _ - COPPER PIPE VALVE BOX _ - - ~ - - - iv - MINIMUM 8 C.F.
- - SERVICE CC L - - - - _ - - - #57 STONE CONCRETE THRUST BLOCK _ - M SERVICE CONNECTION TO BOTTOM OF DITCH LINE _ - - - - -
- + METER BOX1 METER BOX TO BE TYPE'K' 113 C.Y. AT 3000 PSI - _ - - - _ - _ - _ - - I =
_ SOFT COPPER I - - MIN. ANDlO SOFT COPPER EXTENDED 18" - - _ - MIN. ANDlOR TO THE BOTTO _ - _ - - - -
-i I I-~ ~ - RTC I O~ - _ -III _ = O WATER MAIN TAPPING SADDLE OF DITCHLINE I_ - M POLY ORCOPPER - - _ _ _ _ - OF DITCHLINE AND TURNED SERVICE L - = INE
I-III - - AS SPECIFIED O O O ~ ~-i i i- AS 5PECIFIED TOWARC TOWARD CONNECTION , + 1 I II
8" D.I. P, _ - _ _ _ CONCRETE THRUST BLOCK
METER SETTER: ' - - - - - - 1!3 C,Y. AT 3000 PSI - - - - - - - -
TYPE'K' COPPER TU81NG FORD VHH - 70 SERIES MUELLER -14000 SERIES - -1 I I-1 I I- 11=
McDONALD -SERIES 20 6"GATE VALVE 518" BRIDLE ROD NOTE: & ROD COLLAR TOP OF BLOCKING
STANDARD 3/ 4 & 1 ME ANGLE DUAL CHECK: h" ~ ~ M ETER WATER MAIN UNDISTURBED TO BE 2" BELOW
FORD-STYLEHHA BOX ASSEMBLY SOIL HYDRANT WEEP ?EMBLY HOLES
MUELLER-#14244
McDONALD -SERIES 12
STANDARD 314" " & 1 BACKFLO W
STANDA RD HYD RANT INS
METERASSEM BLY TALLATIO N
,-~-r
z~

THREADED
VALVE BOX 8 COVER COUPLING ICI
(SEE STD. 6,10) i
PAVEMENT
2" BRASS NIPPLE - - - - - - -
516" THRF_ADEDRODS (6"MIN LENGTH) ~ _ _ - _ - VALVE BOX _ - _ _ 2" THREADED BRASS
{EACH SIDE} _ - - _ - COMPACTED _ - _ - -PIPE
_ _ _ _ _ _ _ - - - - BACKFILL - - _ _ ~ ALL DIMENSI ONS ARE T
` ~ BACK OF CURB
- - y
DIP. - - - - - _ -
_ - _ _ - _ - - _ - - - _ - 2"GATE VALVE OR _ ~ _ i
- - - - - CURB VALVE - - _ _
- TYP. FINISHED GRADE VALVE BOX MECHANICAL JOINT (MUELLER ORISEAL II - - - ~ & COVER
OR APPROVED EQUAL) - - IN PAVEDAREAS TYP. FINISHED GRADE TAPPED CAP 2" THREADED CONCRETE BLOCKING IN UNPAVED AREAS CONCRETE THRUST IHED GRADE ~ , 1VED AREAS 2~-0~' ~ ~ - _ _ _ _ _ _
COLLAR (3000 PSI) COMPACTED BACKFILL BRASS PIPE MIN 113 C.Y. CURB AND GU ER
5' MIN 24"MIN LENGTH AT 3000 PSI 2-112" 7-172" MIN uN 14'MIN Q
I BASE ~ ~ ~ ~ d _ _ _ 25' MAX
COURSE ~ - -III-III 'g . ~ . d ~ 1 ±+~-III a d -III- a Z
II STANDARD 2 BL - - OWOFF AS SEMBLY A V CC d ~ < . . ~ C
_ - - 3000 PSI _ d LV 3000 PSI a d
_ _ CONCRETE - CONCRETE d $ o
ENCASEMEN ENCASEMENT . ' N STAND ARD HYDRA NT LOCATI ON n d
COMPACTED _ - • , a da
BACKFILL - e ~ a • - d
- COMPACTED COMPACTED d BACKFILL ~ , .
COMPACTED BACKFILL - NOTE TO CONTRACTOR I~ - BACKFILL VALVE BOX SHALL NOT _ I i
THRUST COLLAR ~ CONCRETE THRUST CONTACT MAIN ORVALVE -
CONCRETE COLLAR (3000 PSI) ~ - _
MECHANICAL JOINT - - - 3000 PSI VALVE BOX
TAPPED PLUG - - - UNDISTURBEDSOIL 11= ~ - - - CONCRETE ;3<COVER ENCASEMENT t
MINIMUM CONCRETE BLOCKING C.Y. ~ )
PLAN I
AN CHOR " MAIN ' ~ I ~I RING ~ ~y MAIN MAIN ~ I ~ VALVE I ~ ~ ~ ~r.' ' N N
~ ~ I ww o _ a z
- - - - - - - I 0 0 ,r,j;, _ ~ W o a ,,,u
- - - - - - - - - ANCHOR - - ~ UNDISTURBED SOIL RIG - - - - - ~.o~ a _ - - N N a
_ CONCRETE ~~fi oQ w ~ o z ~ z w 'w CONCRETE ' Zp F-p rn ~ N W
TRENCH WALL FLAN _ - - BLOCKING BLOCKING cv m ~ 0] ~ a o I 0 1 0 1 ~ 0 I 0 I
COMPACTED _ _ SECTION Z-Z BACKFILL I 'I
~ 6 0 2 0 2 0 1 0 1 0 .I
sECriaN 6 0 2 0 3 0 .2 0 1 0 1
SCHEDULE Z I 0 0 -3 0 5 0 3 0 .2 0 2
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED I
• - Q STAN DA A B RD VALVE B c OX I~ • , 6.. 12" ~~_0,~ 1~_0~~ 2.. ONE 'E BO i=1---~~_ 12 04 06 0.5 03 CATION , X INSTAL 0.3
16" ~'_4" ~ ~_0~~ 2.. ~ Z ,a _ 0 7 0 9 0 6 0 6 0. 5 ,1ti
20" ONE ; : ~ Q 1'-4" 1'-0" 3" ONE ~
24" 1'-4" 1'-0" 3.. TWO t 1 6 0 7 0 9 0 6 0 5 0 .5
y'; I fi 0 9 I 2 0 7 0. 6 0. 6
36" TWO Q 1'-4" ~'_4" 4.. TWO _ Z - III =1 l 1=~ 11=t t
Il 2 0 11 16 I .1 0 7 0 .7
REINFORCING UNDISTURBED
NOTE: EARTH 2 a I~ 2 3 I s a s o s
6" T016" MAINS-12-N0.7 BARS
20"TO 36" MAINS-12-N0.6 BARS ' BARS PLACED AS SHOWN 'CONCRETE SHALL BE 3000 PSI
STANDARD T HRUST COL LAR I N STAL NOTE: WRAP FITTINGS IN 6 MIL PLASTIC BEFORE POURING CONCRETE
CATION
STANDAR D REACTION B LOCKING
SEAL SEAL
DATE: JULY 8, 2005 SCALE MacvILENUMeeR
MCE PROJ. # 4068-0001 CUr01 S V E P 0 T S H U ORIZ ONTAL. I
DRAWN I RD nGeunur. tiilua~o
200 MacKenan Court, Suite 200 Cary, North Carolina 27511 DESIGNED JM NIA FUQUAY-VARINA,
Phone: [phone], Fax: [phone] CHECKED GML VERTICAL:
PROJ. MGR. GML NA
AA0002667 EB0006691 REV No. DESCRIPTIONS DATE WATER DETAILS STATUS: REVISION
REVISIONS www.mckimcreed.com
Final Design Not Released for Construction

SOLVENT CEMENT SEAL ABS OR PVC CAST IRON RING & COVER
SADDLE
CLEANOUT Pl - CLEANOUT PLUG
GRADE RINGS
~ SANI SANITARY SEWER ~ AS REQUIRED 24'~ CIA NOTES; MIN. HGT. = 3-1/2" _
FOR DEAD-END MANHOLES, THE MAX. HGT. = 12"
SEWER MAIN _ _ INVERT SHALL BE EXTENDED
e FLOW THROUGH THE MANHOLE. TONGUE & GROOVE JOINT CONE SECTION
STAINLESS ~I 1 ~-0~~ I WITH RUBBER '0' -RING ON THE INTERIOR OF THE HGT, = 3' OR 4'
STEEL BANDS ~ PLAN PLAN MANHOLE, ALL JOINTS BETWEEN OR RAM-NECK SECTIONS SHALL BE PARGED
PVC PIPE Z WITH NON-SHRINK GROUT,
w FINISHED CLEANOUT ~ H X FPT OR ~ CLEANOUT ADAPTER ~ H x FPr oR sac x FPT ON THE INTERIOR OF ALL ~
~ GRADE ~ OUTFACE MANHOLES, ALL JOINTS ~ 4000 PSI CONCRETE
SPECIAL GASKET BY MFR w ~=m= - WITH SPECIAL SEALANT ~ BETWEEN SECTIONS SHALL BE (REINF. NOT SHOWN)
z w PARGED WITH PRECO-PLUG INTERMEDIATE SECTION MIN - PLASTIC MANHOLE STE As - 0.1~ IN /FT QUICK SETTING GROUT. AS REQUIRED
z a HGT, = 16", 32", OR 48" - M.A. IND. N0 PS-1
CAST IRON ~ ONG TURN T SADDLE w O ON THE EXTERIOR OF ALL ONG TURN TEE WYE I MANHOLES, ALL JOINTS BETWEEN
a Q ~ SECTIONS SHALL BE
~ G' SERVI{ o PLUG ~ AS SF ~ SERVICE PIPE CONTINUOUSLY WRAPPED WITH MANHOLE OPENINGS AS ~ AS SPECIFIED 1/8 BEND 12" WIDE WATERPROOF WATERTIGHT JOIN PER PLANS BY MANUFACTURER
~ \ BITUMINOUS TAPE ( )
I SLOPE 1/4" PER FOOT
SEWER MAIN s FLOW MONOLITHIC LOWER SHAPED INVERT ~ BARREL & BASE _ +
GRADIENT SLAB SECTION ~ CONCRETE OR GRADIENT VARIABLE HGT. MASONRY
STAINLESS 1 "PER FT. 1 "PER FT.
STEEL BANDS w w I 1'-0"
DUCTILE IRON PIPE ELEVATION ELEVATION
8 N0. 57 STONE
PERMANENT TAPPIP EASEMENT LIMIT ADAPI TAPPING SADDLE , ADAPTER AS REO'D ~ -
OR ROW I 5'-0" I,D,
WATER TIGHT PLUG ,f
~5
~ FINISHED
z GRADE
~ 1,-~~,
SANITARY SEWER SERVICE SIDEWALK ~ ~ SERVICE CONNECTIONS ' 5 DIAMETER PRECAST MANHOLE
ROADWAY = _ I _ - - - I I-1 I I=1 I l- ~ l ~-III -I ~ I-~ I I-1 I I'~- I-,III=1 III-1 I - i I i
z,
CURB & GUTTER
z_
~ /B B E
~ 1~6 OR 1/8 BEND
IMUM GRADE OF 1~8" PER F00T ~~WATER TIGHT MIN 0 0 0 0 0 0 0 0°0°0°0°0°0°0°0°0°0°0°0°0 0°0°0°0° PLUG
00000000000000 000000000 000 (REFER TO DWG. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 o°o°o°o°o°o°o°o°o°o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
o°o°o° ° - - - - - " -I' -I I ! 7,02 FOR DETAIL °°°o°oo° - - =11-1 I I-11I-_ =11-III- I!-1 I I )
- 11=1 11-i I~-~ ~ ~-III I I I=i i t-I ~ ~ ~ " ~ I SEWER o °o° =1 I i- WYE - LINE o0 0 ~ - ~ ~
° ~ I- COM _ _
_ °o o°o = I CAST IR( ~ CAST IRON RING & COVER CC'~CRE"= =NCASEMENT ;3000 PSI MIX)
=111_ =III- rAP To BE MADE oN rHE _ ~ _ ° =J1- TOP QUARTER OF THE MAIN ~'~'~E gEC
~II_ _II- -1 I I=1 I I-~
GRACE RINGS AS REQUIRED 24° DIA
tiC"E~_ MIN, HGT. = 3-1/2°
=CR ~E=.? END MANHOLES, THE MAX. HGT. = 12" 3000 PSI CONCRETE
STANDARD SANITARY SEWER TAP AND SERVI N~~`R- ,'~L BE EXTENDED CE ~ ~ . THR,,~,~ HE MANHOLE. - _ ~ : RADE MINIMUM 6" THICK TONGUE & GROOVE JOINT
CONE SECTION HGT.=3'OR4 ~WITN RUBBER 'O' -RING ~a, ~ 2-1/Z" MIN THICKNESS
ON THE INTERIOR OF THE MANHOLE, ALL JOINTS BETWEEN ' OR RAM-NECK ~ ~ ASPHALT PAVEMENT ' ~ 1 i
SECTIONS SHALL BE PARGED
WITH NON-SHRINK GROUT. d
ON THE INTERIOR OF ALL ~ 18" MIN ~ ' ; ~ 4000 PSI CONCRETE STANDARD MANHOLE
OUTFACE MANHOLES, ALL JDINTS REINF. NOT SOWN ~ J RING & COVER
BETWEEN 5 N _LCTIONS S ALL BE INTERMECIATE SECTION I PARGED WITH PRECO-PLUG AS REOUIREO I ~ PLASTIC MANHOLE STE ( z) ' MIN As=O.''IN/FT MANHOLE STE _r„_ - -
QUICK SETTING GROUT. HGT. = 16°, ?2", OR 48" - M.A. IND. N0. PS-1 'ND. N0. PS-1 ® =III=III=III= III=III=III=
ON ~!~E =xrERIOR OE ALL ~ STANDARD MANHOLE CONE
MQ'v-~U~_ES, ALL JOINTS BETWEEN I
SE~~^~,~ SHALL BE ~,~U-\~;,~SLY WRAPPED WITH WATERTIGHT JOINT ' ~ i MANHOLE PENINGS AS 0
'2" WILE WATERPROOF ~ERTIGHT JOINT P R P AN RY MAN FA T E L S U CURER) - . a
BITUMINOUS TAPE. P BASE COURSE
MONOLITHIC LOWER SLOPE 1/4" FER FOOT (THICKNESS PER STD MANHOLE ROADWAY DESIGN) COMPACTED
BARREL & BASE + SHAPED INVERT RING & COVER BACKFILL
I SLAB SECTION ~ARiaBLE HGT, CONCRETE OR
MASONRY
1'-O" PLAN SECTION
r, r
~ j i F ~ 8" N0 57 STONE FOR MANHOLES LOCATED WITHIN PAVED AREAS ONLY
4'-0" I,D. I.D.
STANDARD MANHOLE RI NG & COVER
4' DIAMETER PRECAST RECAST MANN LE ENCASEMENT 0
SEAL SEAL
DATE: JULY 205 M&C FILE NUTABER SCALE
MCE PROJ 40 - CU502 # 68 0001
DRAWN LRA HORIZONTAL: oRavnNC Nur~BER
ri ini i n v yin oi~~ n yin N/A
-qw 200 MacKenan Court, suite 200 [L) VV(lJn v/ 11 \~~v/ 1, Iv V U IN C-U JM
Cary, North Carolina 275111 HECKED GML VERTICAL
Phone, [phone], Fcx: (919)233-803' ROJ MGR GML NA
AA0002667 EB0006691
REV.NO, DESCRIPTIONS DATE SEWER DETAILS C TATUS: RENSION
REVISIONS www.mckimcreed.com Final Design Not Released for Construction

EXTEND SERVICE OVER INVERT
NON-5HRINK GROUT ENCASEMENT EXISTING SEWER MAI N
4"
GROUT
NON-5HRINK GROUT ENCASEMENT
6"
" ~ ti
a ~ ' ! a a
in STANDARD MANHOLE ~ RING & COVER
CROSS SECTION AT EXISTING MAIN
(4)112"0 GALV. BOLTS 5"-6"
STANDARD MANHOLE CONE
\ 4'-0"FOR 8" T012"MAINS I
5'-0"FOR 15" TO 30"MAINS
STD MANHOLE 8'-0"FOR 38" TO 54"MAINS
RING & COVER 8„ GROUT
6"
PLAN SECTION NOTES:
1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 8" OR LARGER LATERAL
NECESSITATES CONSTRUCTION OFA NEW MANHOLE.
3. MANHOLE PAD TO REST UPON A MINIMUM 6"COMPACTED >r67 STONE BASE. SAWCUT TO SPRINGLINE
FOR MANHOLES LOCATED OUTSIDE OF THE PAVEMENT ONLY
.Q d.' < ~
SECTION ALONG CENTERLINE OF MAIN
STANDARD MAN HOLE RING & COVER
ENCASEMENT
MANHOL E INSTALLATI ON OVER
EXISTING SEW ER MAIN
~ ~ T ~ OR PTF
~ ~ ~ ~ 'A ~ ~
~,~M ~ ~M~ \
TVV01" 0 HOLES REQUIRED Road to be aossed by bore
FOR STORM AND SANITARY SEWER ONLY MANHOLE COVERS FOR WATER VALVES, WATER AlR-RELEASE VALVES AND
FORCEMAIN AIR-RELEASE VALVES SHALL NOT HAVE VENT HOLES,
Existing grade
Grout and block to seal
high side of carrier pipe Crossing Pipe
2' 1-114" (Water or Sewer)

1' 11-314"
' ~ ~ TOP OF COVER 1' 11-112"
- - -
r Install mechanical spiders ~ B' O.C. Depth of bore er Ian & within 3 of any joint p p
2 - \ OTTO 1" N Caner pipe (casing)
e M OF COVER 11 N -314" ~
n MIN 1 10-1!4 ~
4-318" 2' 0-11Z"
i Pipe Diameter Casing Diameter Wall Thickness
2' 9-114" 4" -12" 24" 0.168"
MIN. AVG. Wf. 16" - 24° 36" 0.250"
RING 190 LBS COVER 120 LBS 30" 42" 0.312"
PLAN SECTION Notes:
TOTAL 310 LBS
Casing shall be uncoated spiral welded steel meeting ASTM A-139, Grade B
wish a yield strength of 35,000 psi.
Crossings on NCDOT maintained roads to be in accordance with curcert<
STANDARD MAN HOLE RING & COVER NCDOT standards and approved encroachmer>t agreement,
PAVED & UNPA VED AREAS
STANDARD BORE AND JA CK DETAIL
SEAL SEAL
DATE: JULY 8, 2005 SCALE MdCFlLENUMBER
MCE PROJ, # 4068.0001 CU502A
U T I P i B HORIZO D NTA V L. IS I DRAWN LRA DRAWING NUMBER
~ ~ ~ w . . . . ~ . . _ ' _ _ _ _ _
200 MacKenan Court, Suite 200 r U U UAY-VAR I NA NC DESIGNED JIM N/A
Cary, North Carolina 27511 CHECKED GML VERTICAL:
Phone: [phone], Fax: [phone] PROJ. MGR. GML NA
AA0002667 EB000S691
REV.N0. DESCRIPTIONS DATE SEWER DETAILS I - A -A 1% -A
REVISIONS www.mcldmcreed.com STATUS: REVISION Final Design
Not Released for Construction

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PROJECT REFERENCE N0. SHEET N0.
JUDD PARKWAY EXT. IB
oe: o o cae
;

u sur ice ti zt n aneerzn °s ~ ~ - - ~ ~ Y y g g
, ~ L ~i
WATER:
Water Manhole ~
Water Meter ~
State Line - Water Valve - ~
Standard Gau e g cs,~ rRaNSPORrarioN
X Coun Line ~ • t r H r nt 0 R Wa e d a XI Y
tY RR Si nal Mile ost , - g p ~tPOSr 35
- MAJC Townshi Line ~ MAJOR: Recorded WG Water Line ------w
p Switch SW~~H
Bride Cit Line Brid a Tunnel or Box Culvert coNC Desi Hated WG Water Line S.U.E.* - - - -W- g? g
Y RR Abandoned
Bride Reservation Lme _ - Brid a Win Wall Head Wall and End Wall - ~.oN~ WW Above Ground Water Line A~~ water 9 g
RR Dismantled
MINC Pro ert Line MINOR:
p Y
F HT Y. RI Heap Existin Iron Pm ESP n all coNC Hw TV: Head and E d W
9
Baseline Control Point rnr Pie - - TV Satellite Dish ~ Pi a Culvert
Pro ert Co e p p Y p
Existin Ri ht of Wa Marker ~ g g Y Foot • N Pedestal - C1 Footbrid e
Pro ert Monument ECM p Y g
Existin Ri ht of Wa Line - i23 g g Y D ra i Tower - - Draina eBox: Catch Basin DI or JB TV
Parcel/Se uence Number q g
Pro osed Ri ht of Wa Line -X X - p g Y Pave r- WG TV Cable Hand Hole "H Paved Ditch Gutte
Existin Fence Line 9
Pro osed Ri ht of Wa Line with p g Y Store Storm Sewer Manhole 0 Recorded WG N Cable -TV-- -
Pro osed Woven Wire Fence p Iron Pin and Ca Marker
p t rm Sewer s Desi Hated WG TV Cable S.U.E.* -T°-- - -
hain Link Fence - = Store Pro osed C p Pro osed Ri ht of Wa Line with p 9 Y So g
Concrete or Granite Marker Recorded WG Fiber 0 tic Cable Tv F°-
Pro osed Barbed Wire Fence p p
- - - -~~8- Existin Control of Access Desi Hated WG Fiber 0 tic Cable S.U.E.* - - - -TV F°- -
Existin Wetland Bounda g 9 ry - g P
-~~a Pro osed Control of Access
d Wetland Bounda p POWI Pro ose ry p POWER:
H~ W~6 Existin Easement Line - - E Exist Existin Hi h Quali Wetland Bounda g 9 g tY ry e ~ GAS: Existin Power Pol 9
- ~ Pro osed Tem ora Construction Easement - E Exi tin Endan ered Animal Bounda p p ry Pro s 9 9 ry p Gas Valve - 0 Pro osed Power Po e p
tPe Pro osed Tem ora Draina a Easement TDE Endan ered Plant Bounda p p ry 9 Exist Existin g ry 9 Gas Meter - _ Existin Joint Use Pole g
Pro osed Permanent Draina a Easement PDE p g Pro p Pole Recorded U/G Gas Line ° Pro osed Joint Use p
• Pro osed Permanent Utili Easement P E p tY u Pow - - - 0 Desi Hated WG Gas Line S.U.E.* - - - - Power Manhole g
Gas Pum Vent or U/G Tank Ca p p A/G Gas
Pow r Lin Tower u Above Ground Gas Line - Powe e
N • D Si n
g Pow P r Transformer owe
° Existin Ed a of P ment Well W g g ave
U/G Hand Hole ~ SANITARY SEWER: WG Power Cable
mall Mine Existin Curb S g
H-Fi H-Frame Pole ~ Sanita Sewer Manhole 0 ry
c F ndation Pro osed Slo a Stakes Cut ou p p
Recc - Sanita Sewer Cleanout + R r Power Line ry 0 eco ded WG
F ~ Pro osed Slo a Stakes Fill
Area Outline p p . Desi * - - P-- - - - WG Sanita Sewer Line - -55 Desi Hated WG Power Line S.U.E. ry
Pro osed Wheel Chair Ram g
Cemete fi ry p p Above Ground Sanita Sewer aic sanitary Sewer ry
- Curb Cut for Future Wheel Chair Ram c~F:'. Buildin p g TELEP Recorded SS Forced Main Line FSS---- TELEPHONE:
I Existin Metal Guardrail T T T Schoo g . Exist ~ Desi Hated SS Forced Main Line S.U.E.* - - - - -FS,- - Existin Tele hone Pole 9
g p
- Pro osed Guardrail T T T T Church p
Pro p Pro osed Tele hone Pole -C}- p p
Existin Cable Guiderail Dam g
Tele nh I 0 MISCELLANEOUS: Tele hone Ma o e p
Pro osed Cable Guiderail - n p ~ Utili Pole ~
• Tele ~ ~ Tele hone Booth p
E uali S mbol q tY Y
Stream or Bod of Water Tele Y ~ Utili Pole with Base Cl tY ? Tele hone Pedestal p
_ - - _ Pavement Removal
H dro Pool or Reservoir ~ Tele Y Utili Located Ob'ect o tY I Tele hone Cell Tower p
River Basin Buffer U/G HH Utili Traffic Si Hal Box s ~l tY g WG Tele hone Cable Hand Ho e p
Flow Arrow ;w< Recc Sin le Tree Utili Unknown WG Line ------7°T~----- Recorded WG Tele hone Cab e p
g
Disa earin Stream - Sin le Shrub ~ Desi • * - - - WG Tank• Water Gas Oil Desi Hated WG Tele hone Cable S.U.E. - - - -
pp g g 9 p -
S rin ~ ~ Hed a Recc T~ AEG Tank• Water Gas Oil - Recorded WG Tele hone Conduit
p 9 g p
Swam Marsh W s Lin -~~~r°"~'-' Desi * - - - -T~- - - - WG Test Hole S.U.E.* Desi Hated WG Tele hone Conduit S.U.E. m
ood e p 9 p
T F° Abandoned Accordin to Utilit Records
Pro osed Lateral Tail Head Ditch ~ t~ ~ ~ Recc Orchard p Recorded OG Fiber 0 tics Cable 9 Y AATUR p
• End of Information
False Sum Vin r , ~E`~~-~ Desi p ead Y i n t WG F~ ber 0 tics Cable S.U.E. T F°- E.0.1. Des a ed g p

PROJECT REFERENCE SHEET NO.
IUDD PARKWAY EXTENSION 2
ROADWAY DESIGN
ENGINEER
IIN~~D~1~1L~ ]E II~]LANS
1PR~~.dI~dN Its 1~L.~NS
repave m t e
OHices of:
p xunm~L
~,EVYEa & ~ G I BSON
~ ENGINEERS, PC
& F,1fiL, LLP
i n -L-
70-0 RIGHT OF WAY
10' 2'-6" 22'-0" 22'-0" 2'-6" 2'-6" 10'
1' 5'-0" 4'-0" 4'-0" 12'-0" 12'-0" 12'-0" 4'-0" 4 4'-0" 5'-0" 1'
THRU LANE BIKE SIDEWALK'.
SIDEWALK, BIKE THRU LANE TURN LANE
' ~ LANE LANE

I
I, GRADE USE TYPICAL SECTION NO. 1:
~ POINT
` C2 ~ C2~ 2: i T' D ~ ~
~~~0.02 FT/FT ~ ~ o.oz FTiFrI ~ ~ 2.~ -L- STA 12 + 75 to 20 + 15.00
.0.02 FTIFT 0.02 FTIFT ! I VARIABLE SLOPES
VARIABLE SLOPES ~
~1 2~ 2j NOTES: 1) BEGIN RESURFACING AT THE INTERSECTION OF 5 ~r.,~.
S ~ 5.5.. iR~ ~ R
; ~ ; Jl ; U J1 12 ~ J2 J2 12~~ SEQUOIA RIDGE DRIVE AND JUDD PARKWAY
J2. -L- STA 11+80 TO 12+75 WITH 1.5" RESURFACING
DEPTH OF S9.56.
2) FOR VARIABLE SLOPES SEE CROSS SECTIONS.
GRADE TO THIS LINE
TYPICAL SECTION N0. 1
PAVEMENT SCHEDULE
C1 PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
00 AT AN AVERAGE RATE OF 280 LBS. PER SQ. YD.
~ Z 14'-0" J '
va
~ v 12 -0
~ TAIL lA~ USE DE
4 -b 5 -0 2~_p!~ D1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE I19.0B,
SIDEWALK I i I CONJUNCTION WITH TYPICAL , N YPICAL SECTION NO. 1 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
I
-L- STA 16 + 25 TO 19 + 50 RT 3;1 RT
-L- STA 16 + 50 TO 19 + 00 LT LT ,J1 PROP. 10" AGGREGATE BASE COURSE.
„ ,
*I VARIABLE SLOPES S 'S'I
R
DETAIL lA
~J`Z PROP. 8.5" AGGREGATE BASE COURSE.
* SEE DETAIL SFIEET 2A
~ FOR ROCK PLATING
~ DETAIL AND LOCATIONS
R 2'-6" CONCRETE CURB AND GUTTER.

S 4" CONCRETE SIDEWALK.
z

T EARTH MATERIAL.
~~w
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~,~n~»w
w~~cn NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
Q~~~ o~~~

PROJECT REFERENCE SHEET N0.
JUDD PARKWAY EXTENSION 2A
ROADWAY DESIGN
ENGINEER
~~~®1~~~~' ~
~ ~ ro ~ ~;~:~a~~"r~o~
~ 2 ft CLASS ~ ~ C~-ASS B R~P ~P Pre are in t e
p Offices of:
RUMMEL
0
IBSON KLEPPER
° ENGINEERS, PC
Q & KARL, LLP

2ft
~S.
~ ~ ~ ~ Fj Fj
~
S 0
EMBANKMENT A F
FILL 0 R
F
F
~P ~ t
A
~
FILTER FABRIC
SEE ROCK PLATING
SPECIAL PROVISION
~ \ \
~
- FILL SLOPE LINE S ~ ~
0 r ~
F ~
A
/,C
F ~
~ / ~ R
0
~ ~
-
i i ~ i i i
i , , i i ~
i i i
i i i _ -
i i ' 18 in MINIMUM OVERLAP
5 ft
2 ft
-L- STA. 16 + 75.00 TO STA. 18 + 75.00
PE TOP OF SLO
. .
z

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~~Q
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~~~W w~~~

Q~~~ o~~~

PROJECT REFERENCE SHEET N0.
DETAIL A LATERAL 'V' DITCH JUDD PARKWAY EXTENSION 4
c Not to Scaler ROADWAY DESIGN HYDRAULICS
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT - MAINTAIN THE EXISTING TRAFFIC CONTROL DEVICES ON JUDD PARKwaY FII, ENGINEER ENGINEER
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY DURING PROPOSED CONSTRUCTION OPERATIONS. Npturpl r Slope
rr n Ground D ~ I'/F t. SUMMIT CONSULTING ENGINEERS FOR MONUMENT GPSB (OPUS) -REFER TO NCDOT ROADWAY STANDARD ORAwlNG NO.!lOI,03 FOR THE
R NAT F TRAFFIC CONTROL DEVICES REQUIRED TO BE INSTALLED AND FOR THE Min, D = I.5 Ft. W l TH NAD 83/01 STATE PLANE GR l0 C00 D [ ES 0
MAINTENANCE OF TRAFFIC ON EXISTING ,1000 PARKWAY. Mox. d - 1.5 Ft. NORTHING: 664205.351(ftl FASTING: 2056832.828(ftl b - 2.o Ft.
THE AVERAGE COMBINED GR[D FACTOR USED ON THIS PROJECT -REFER TO NCDOr ROADWAr STANDARD DRAWING NO5,r205.01,1205,02 T e f Liner- PSRM Q i~:, ,r is r:,ii ~ ~s ~ ~ i:~i,u~
AND 1205.04,FOR THE PLACEMENT OF FINAL PAVEMENT MARKINGS lPAlNT), yp ° - (GROUND TO GRID 1 1 S: 99981524
FROM STA. 16+65 RT. TO STA. 11+58 RT. THE N. C. LAMBERT GRID BEARING AND ~ ~ ~ ~r~ r~~ ru~..~,~1~_~t~'r~o~
LOCAL [ZED HOR 1 ZONTAL GROUND DISTANCE FROM ~ O
"GPSB" (OPUS 1 TO -L - STATION 10+00 I S N
S 64° 35r 20.4" E 213.06(ftI Prepare in t e
REMAINDER TRACT I All LINEAR DIMENSIONS ARE LOCAL l ZED HORIZONTAL DISTANCES Offices of:
NC CAPITAL GROUP VERTICAL DATUM USED IS NAVD 88 RUMMEL
SOUTHERN OAKS,LLC
D.B. 990 I, PG. 2332 +70 +20 I BSON 100' & I~,EI YER
PIN N0.0656.04-63-9535 i35 ioa & 35' ° ENGINEERS PC 35 PLACE 48 TONS CL I RIP RAP Q' '
W/89 SY FILTER FABRIC & I~1HL, LLP
ON BANKS ONLY
~ PROP,2'-6' c&G VERTICAL SCALE HORIZONTAL SCALE F a~ ~ 2' 2' S'
W ~ W e~~ - - -
+oo ~ ~
~ 65' + 00 ~ F
0 45 ~ ~ - - , PAVING TO BE DONE F +15
o ~ E c ~ T ~ , BY FUTURE PROJECT r--r T T T T ~ 5O' &
~ E - - - - - . GRAD 350jra. F--r i i i ~ _i~ - _ - _ - - - - I-- GRAU 350 ~ 35' - - - - _ ~ ~ ? ~ L-ea ~ EXTENSION
Q `-'.'.ems-. - _ - - - - - _ - EXISTING RAW
EXIST , ~ - ~ - - 5 _ a
i ~~G ~ 45' _ - -L N ~ a _ - p 8 i, - - . _ _ _ _ -
~~5 CG % I 3 ~ ~ p ~ - `
I - ~ ro ~ 1 ~ 2 CB 2 2 CB C'B ~ I~ N N 3 ~ - N N ~ 4' 42 3 '
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- o ~ ~1 N - - -
P , ~ ~Y KV - - - - - - - ~ ,Q ~ ---i~' - ~ CB
C`~` y o ~ - ~ ~ - C FGRAU 350 F F - w ~ ~ E _
..W-- AGE /i ~ ~ ~ =s 4 - _ _ _ , - E E ~ E 4 Ex~ r E ~ ~ s ~N~ a ~s
g2 SP m ~ r _ ~ E ~ D~E~ ( o ~ r~~=:;=-~' 4~~ RCP E +00 ~ h MAN N ' EMOVE 18 2 50' LATERAL V D CH -
PSE 4~ cP R EE DETAIL E / z 1N E PROP S' CONC, S10EWALK ~ S ~ ~ DETAIL ~ rt ~ ,h h -
/ ~ E~ 1 ~ ~ ~ +00.63' ,
6 A ~ / e ~ ~ 1 / ~ P~ Q ~ P ~ - 90 ~ ~ ~ + ~ ~ NOD ,s-~ g 5a' ~ ~ I&T~
~ ~RKw ~ / ~ ~ f ~ ~ P 0 / ~ ~ / / ~ k~ 45' ~ ~ ~O P I P 0 EX ,-yF. ~ +BO rNC=30' ' ~0 OF k~OP ~ ~ i 45 35 & Q
~w ~ / ~ ~ ~ ~ ~ rF f OF ~0 -~.~iF 65 ~ I ~ ~ ~ 35' &
E ~,5 ,5 / ~ ~ ~ ~ i~ 7r O
INC 3 f ~ ~ ~ ~ 2/ 65' ~ rF / ~ . ~ - 'i~
6 +35 ~ ~ ~ rF ~ + N N
N NOTE: DO NOT DISTURB Ex1STrNG DAM. ~ W
0 35' ~ ~ I~ NO ~ rt rt c o z ~
~ ~ ~ ~ ~ h
~ ~ ~ ~ ~ -L- PoT srA,2o+5.00 0
NG ~ ~ ~ ~ CEhiERLINE OF E INTERLINE OF EXISTING DAM END PROJECT
cx~5~' -L- POC STA,12+75.00 ~
BEGIN GRADE rt
L POND ~ 1 _L _ o
rn
TRACT 2 ~ ~ * ~ t ~ ~ P! Sto 14 58.08 14+58.08 ,
-L- POC' STAJI+80.00 NC CAPITAL GROUP ~ p = 25'~48'04L 25'48' 04.0' lRT 1
SOUTHERN OAKS LLC ~ { ~ _ ~i~' ~ BEGIN PROJECT & RESURFACING D 2' _3.2' ~i1' ~ ~
D.B. 990 I, PG. 2332 ~ ~ ~ L =900,6,3' X00.63' ~
+ PIN N0.0656.04-74-6412 ~ f T = 458.08' 458.08'
R = 2,000.00' 2,000.00'
SE =SEE PLC SEE PLAN VIEW

i
j
ATA PIPE HYDRAUL C 0
ORaNAGE STRUCTURE N0.5 ' END GRADE
BE IN GRADE G DRaNAGE AREA = 49A5 AC
PI = 12+75.00 - - rR PI = 20+15.00 - DESIGN FREQUENCY - 50 S
EL = 381.26 DESIGN DisC11ARGE = rro cFS E L = 380.71 ' 1 N HW ELEVATION = 364,09 FT
DES G 100 YEAR DISCHARGE = 120 CFS
PI = 16+50.OC 1 Y AR HH+ ELEVATION = 364.59FT 16+50.00 0o E
EL = 370.80 ~ OVERTOPPING FREQUENCY = 500f YRS 370.80 -
- _ OVERTOPPING DISCHARGE = 340 CFS ,
EXlS 1NG G OUND T -L VC 530 K = 530 = 375.95 FT OVERTOPPING ELEVATION
• ~ 96 16
- - f _ I
- - ~ i .
i. _ - )2~~ -
r0 YR HGt
EXIST) G ~q~ C.,y
i STRUC URE _ 1 ~ ~ i / 4 ~ 4' ~
TOP= 80.00 ~ ,r : rNV= 376,92
INV= TOP= ~3T9 !(1 YR GL= f7T4 INV~ 70,04 _ r0 YR rr~L- 7792 _
TOP 373a R _ 10 Y L= 12.32 1 NV- .69, t
!0 Y HGL= 7IJ4 I n fib. P
I _ _
r
~ ST ,16f 5.00 R 3
EG.362J T P= 7
2 -
- j ~ 1NV 5 - 368 5
N ~ E C N A V. ITCH 1NV 35 a E C _ -
- ~ T~ S sT~. ~ ~ ~»oo RT
E ~ 35 E~350
16 15 1 14 12 3 1 11 0 20 21 19 18 17

PROD. REFERENCE N0. SHEET N0. 0 5 10
_ _ JUDD PARKWAY EXTENSION X-1
~ ~ I 1 I
1~ 10 10 4 20 1 1 4 5 7 8 1 2 ~
PR LIM NAY LA S NOT E FOR GONST UCT[O
- ,S. 379b
IN ~M LEE LA S
~ DO US POR R/1V 'A UISIT[

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} ~I 0 5 10 PROD. REFERENCE N0. SHEET N0.
JUDD PARKWAY EXTENSION X-2
- - - ]j
7 4 ~2 1 4 7 1 1 8
1 0 1 0 1_ ~ 1~ 1 0 1~ ~ _ 1
R iM NAY LA S
~ NOT E FOR CONST UG1'[0
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1~ 1~ 1~ 1~ 1~ 1~ 7 4 1 1 1 2 ~ 4 7 1~ 10 1 0 1f~ 10 1~

PROD. REFERENCE N0. SHEET N0. 0 5 10
JUDD PARKWAY EXTENSION X-3
l
0 10: 1 1~ 10 10 7 ~ _ a ~ ~ ~4 2 1 1 1 4 6 7~ 8~ 1 _
A 5: PR LIM NA X L
NOT F4R GaNST UCT[0
IN 4JM LEE LA S
DO US ROR R/W A UISITI N
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STwTE STwT ROJBCT R PERENC¢ N . -
~,~~°1 JUDD PARKWAY EC-1
Vance St. ~ 1 Vance St. - -
TI(~~~IjIIYII/(/~I1YI~y\\~~\\[[\\/p /~\@\VI 9TwTB VROl.NO. F. w. PROl.NO. DE9cR1VT10N
~ Rd. 1 - ~ m I ~ F U UAY VARI NA ~ a ~ 1 S Q 40
_ - 2p / 1 POP. 6,250 ~ w. Spring Sprin / \ v 0 E. g
P~de~y / m St.
1103 ~ I o° s' Ballentin
42 3 Sunset Dr. 3t.
T " ~ 401
~G Q ,p'~ Ransom St. p;o~e
g1 ns ~ v
ar, ~ G oer ~~Q Hillcrest Cir. h Q ~ Pine SL
I EN PROJECT
Q Hillcres! St. ZI n I~~~I~~~~~
1.17 I- v Jones Rd ro
Q~ h m
YI Z 0` aA~
o m Judd ;~~~~~~T ~C~1~~I~$~II~ 'PHIS PROJECT CONTAINS
Parkwa "'I J EROSION CONTROL PLANS
y°' 2768
ECT BEGIN PRO11 ~ o FUR CLEEIRIN(: AND
~ ~ L ~ GRUBBING PHASE OF
I ~ ~ U CONSTRUCTION.
\ U m r -
I
\ ^ ~ - - ,
d I I a~ 1
c I
~ I ~ A6 Ra. - - ~ 110 a9gtaff
r~ ~
1 I
3898 I
\ _ ~ EGIN PROJECT JUDD PARKWAY 3709 B ^0 ~ ~ J / JAY ~'9\ ~
~ - - .11 + 80.00 L Sta 8~ `
/ ~ ~4 3710 ~ rn
G
0
FUTURE EXTENSION TOW1~i O~ FiJ(~~JAY-VARBPdA
~ \ _ TO ACRD Y ST. (HWy 42)
a' 1
~1
1 ~ J / ~
1~ ~ ~ 01
S ~
0 ~ _ ~

~ i ~ / ~ 1 1
R~~ ~ I
• ~ i i~
i '
Ir~
Y
~ EXISTING POND .I
I
I 1 l
~
\ l
~ END PROJECT JUDD PARKWAY
-L- STA. 20+15.00
Prepared in tl~ Offices of; off,~~ of: EROSION AND SEDIMENT CONTROL MEASURES
PHIC SCALE GRA
0
• LLP KARL ER & EPP KL MMEL RU G I BSOI ~l I I -TSD-TSD-
PLANS
consulti n engi nee 9 ENGINEERS, PC ~
0 900 RIDGEFIEUD DRIVE, SUITS 350
32G JUDC PARKw A" • NE SUi`E c
H CAiRCLINA 2?0 :9-3Gc0 O s RADUIGH, NORT F FUQUA`:'-V ARINA, NOR-~ ~.AROLINA 2 526 ~:~I i.-
FILE HORIZONTAL ~ Igo 87~-g5~o PRO ) g i
PHA PHONES i~) 5'.?2-2253 • ~AXC (919) =~2-2254
0
OF F~1~L1~~'~VA]RI
PROFILE VERTICAL

50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
D D p D D p
2"-3" STONE TO BE USED
EXISTING (SURGE STONE OR RAILROAD
ROADWAY
.-BALLAST)
°
D D D D
D D D D D D D
D D D D D D
D O D D D D
D D D D D D D
EXISTING
ROADWAY
NEW CONSTRUCTION -- 0.
35' MIN.
5' MIN.
-2-3" STONE
u v v
Q Q Q
\ \
FINER FABRIC
-7
Il�T�"®1�1[l�LE
IE PLANS
PRELIMINARY
PLANS
PLAN CROSS SECTION co��PAc i LID SOI L—\
2' MIN
NOTES.-
INSTALL SILT FENCE OR TREE PROTECTION FENCE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
20 IF CONSTRUCTION ON THE SITE IS SUCH THAT
MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE V-HICLES
MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD„
GRAVEL CONSTRUCTION ENTRANCE
10 GAUGE MIN.
TOP ANP BO T TUiM ST
(6' MAX. WITHOUT E)
FILTER FABRIC
COMPACTED FILL
uq \� i L- i Lig i Hui\I�-
;•JIB �;�,
w
ST EIL— POST
• '•
EXTENSION OF FABRIC
AND WIRE INTO TRENCH
USE WIRE A MINIMUM CF 32" IN V�,'-TH AN -
WITH A MINIMUM OF E _NE WIRES WITH -"
STAY SPACING.
USE E_ -TER FABRIC A ',!INIMUM Cir 36" IN
WIDI I , AND FASTEN A,�-QUATELY TO THE
WIRE %S DIRECTED BY THE ENGINEER.
2'-0'' DEPPRC -- 5' STEEL POS— OF THE SELF -
3'—O` DE= FAS I LNE ANGLE STEEL TYPE uSE
6' WCCU POST WITH �' �_' 4METER
TEMPORARY SILT FENCE
16 " M IN
6' TYPICAL
TEMPORARY DIVERSION DI'T'CH
— - 4 FI
WIRE MESH _ --
NOTES .- WIRE MESH SHALL BE
H"'RDWARE CLOTH 23 GAUGE MIN. -
AND SHALL HAVE �/q INCH
MESH OPENINGS.
TOP OF WIRE MESH SHALL BE
A MINIMUM OF ONE FOOT BELOW
THE SHOULDER OR ANY
DIVERSION POINT.
FILTERED
WATER
A`✓ERAGE BOX
DIMENSION VARIABLE
SECTION A—A
FABRIC DROP INLET PROTECTION
POST SHALE BE 5 FT.
N HEIGHT, BE INS-TALLED
.5 FT. DEEP MINIMUM, AND
BE OE THE SELF -FASTENER
yNCEE STEEL TYPE.
��'VOOD POST SHALL BE 6 FT.
N HEIGHT, BE INSTALLED
TO las FT. DEEP MINIMUM,
-ND BE 3 INCHES IN DIAMETER.
OST SPACING SHALL BE
MAXIMUM OF 4 FT.
� o. o. -6
NOTES .- WIRE MESH SHALL BE
H"'RDWARE CLOTH 23 GAUGE MIN. -
AND SHALL HAVE �/q INCH
MESH OPENINGS.
TOP OF WIRE MESH SHALL BE
A MINIMUM OF ONE FOOT BELOW
THE SHOULDER OR ANY
DIVERSION POINT.
FILTERED
WATER
A`✓ERAGE BOX
DIMENSION VARIABLE
SECTION A—A
FABRIC DROP INLET PROTECTION
POST SHALE BE 5 FT.
N HEIGHT, BE INS-TALLED
.5 FT. DEEP MINIMUM, AND
BE OE THE SELF -FASTENER
yNCEE STEEL TYPE.
��'VOOD POST SHALL BE 6 FT.
N HEIGHT, BE INSTALLED
TO las FT. DEEP MINIMUM,
-ND BE 3 INCHES IN DIAMETER.
OST SPACING SHALL BE
MAXIMUM OF 4 FT.

PROJECT REFERENCE SHEET NO.
IUDD PARKV?AY EXTENSION EC-3
ROADWAY DESIGN
A l05' ENGINEER
MIN
Y g" MIN
dNC~N~I~Y.E ]E ~1L.~N~
FIE TER to INSTAL L INSTALL THE GRAV~~ CONSTRUCTION EN I RANCF_, Al_I_ SILT FENCES PIPE INLE i ]~gg]~~I~IN ff$~ ~~,ANS
PROTECTION CND OTHER EROSION CGNTROL MEASURES
FABRIC PROTE
PRIOR PRIOR TO THE COh1f4ENCEMENT OF ANY LAND DISTURBING
A ACTIVI ACTIVITY, fePOfe ~ e
Offices of:
CEASS IOR B 20 INSTAL INSTALL EROSION l ~?NTROL MEASURES FOR NEW STORf•.,1 DRAINAGE INLETS p xumn~r.
EROSION CONTROE
AND 1 AND THE NEW STORM DRAINAGE SYSTEf~1 AS THEY BEf:OME APPLICABLE ~~PYEk & ~ GIBBON
STONE DURIN( DURING CONSTRUC i ~JN, 1115 ENGINEERS, PC
24" MAX It H.1HL. LLP
~ MAINT FINER 3~ 3, MAINTAIN ALL EROSION CONTROL DE`?ICES AS PER THE PLANS AND
AT CENTER RIC SPECIE SPECIFICATIONS FGA THE DURATION OF CONSTEUCTION, INSPECT ALL
FAB
DEVIC - 4o REM01 Dt`JICES AT i 1lE E~~D GF EACH DAY AND :'~F TER ~";i_i f?AINFALL EvENTSo
4, REMOVE EROSIGN ~ -~NTROL DE~iICES AFTER THE DR!~'~i`~HGE AREA UPSTRt~iP,l
- OF TE OF THE DEVICE HAS BEEN PERMANENTLY STABILIZED i)R AS DIRECTED BY
THE E THE ENGINEERo
5o UPON 5, UPON REMOVAL OF EROSION CONTROL DEVICES, PRG~iIUE PERMANENT
vECEI VEGETATION IN TH~_ AREA UTILIZED BY THE EROSION CONTROL DEVICE AS
PER 1 PER THE PLANS A~ti'D SPECIFICATIONSo
6o PROVIDE PER~I~NFNT STABILIZATION FOR ALL DISTUP.BED NREAS,
0o PROM - June I Ma I - September August I y
N TEo AEE E 0 Eo AFL EX='OS~D S~OF'tS SHA~~ BE SEEDED WITHIN 15 t;~KKING DAYS
Tall Fescue 100# Tall Fescue 100 FOEEC FGLLOWING :NY PH `SE OF GPuDING, PEEC~1ANENT SEED~iJG OR SODDING,
# k Blue rass 15# Kentucky Bluegrass 15 Kentuc y g SNAE~
SHALL BE PROVIDED ON ALA uiSTUPEEC AP,EAS 'dvITHIN 15 WGRKING DAYS
Hard Fescue 15# Hard Fescue I5 OR 9( OR 90 CALENDAR DAYS (WHICHE' E~ S-iO~T~R% FOLLOWING THE
~i # ~ a # ~ tilizer 25 Kobe or Korean Ec~~~ ez 500 Fer COMPI COMPLETION OF G1~ 1DING,
~ 500# Fertilizer
4000 Eimestone
e 400u# Eames+~:;~
OSION CONTROL -CONSTRUCTION PHASING
A roved Tali Fescue Cultivarsa pp
A ver~~ture II Anthem Adventure d r ~ Brookstone
,,~~~r- .-~,~ac~~~~~e II Arid
~ - hieftain ~;,~~anza II Chesa e~ ~ C
_ p
Crosse°r° Debutarc ~ D~~.` ~ Loronaao
Falcon F~~ II ~ awn
~~~esis ~Cra~a'e ~ - ~°a~ Finelawn
~ uCK~ ? H;,~ , _ ~a u~.~~ Jaguc II J 9
~ Musfian Kitt ~ Mona ~,h Montau 9
Pacer ~°xie Pyramid Olymp~~
Rebe'~- ~~o ~-Fe~~ei II Ren~;gade Reber
Shena~~oah Ti~a~ Ton~~~~~hawk UPS-~-~M EG=
Saar
Tra°,~ P c~er Tribu~e Wrc~ ~ ~f STOW.' DRAIN
/
roved Kentuck B ~.egrass Culti~~~c~so app y - 0'~ E F? F ~ VV
i
Glade Adelpr~° ~~aron Kenblue
Ilea er Columo- a F y Iking
Bristol Cha g o ~ >
Plush Ram ! Ruge~y Merit L PJ~ F? i i
ds art Touchdown Vantage Sy p
A roved Hard Fescue Cultivarsa
pp
aldis Aurora Reliant S artan Sc p
Cr stal Waldina valda y L---
25# R e Grain November I - '~,"arch to On cut and fill slopes 2_0l or steeper ada y Ei_~P,Y BOl TOMS EXTERIOR
GF PLl'UVOOD F~Y'uV00D
ilizer shall be 10-20-20 analysiso Fert
Tem orar Seedingo p y
PLYWOOD INLET PROTECTION
s ~ecified =or "Seedin and i~1u~ching° tilizer shall be the same analy~~s as p 9 Fer
~:~d seeded at the rate cfi ~0
lied at the rate of 400 pound and app
aeza German P.~ilietq or Brow~'~~~op Millet nds er acreo Kobe or K,srean Eespe 9 you p
e ~C~~~°r Burin, the remainder of the
used in summer months and Ry J shall be
yearn

DETAIL A PROJECT REFERENCE SHEET N0.
LATERAL 'V' DITCH JUDD PARKWAY EXTENSION EC-4
c Not to Scolel ROADWAY DESIGN HYDRAULICS
fill ENGINEER ENGINEER Fill
Notur0l Slope Ground D I'/Ft. Slope
d
Min. D = 1.5 Ft. MOX, d = 1.5 Ft. I.5 F t. d = 1.5 Ft.
b = 2.0 F t.
Type of Liner= PSRM Q no sor r r: roi< ~ -~~rol isrr~~;~
17+58 RT. ~
FROM STA. 16+65 RT. TO STA. 17+58 RT. i~; 1~~~r ~~i: ro ~rlo~
lf) O
N
REMAINDER TRACT I )ER TRACT I Prepare in t e
NC CAPITAL GROUP 'ITAL GROUP Offices of: RUNNEL
SOUTHERN OAKS. LL( RN OAKS. LLC 0
0.8.990 I, PG. 2332 I, PG. 2332 & 1 BSON
PIN N0.0656.04-63- 4-63-9535 ~ KLEPPER 0656.0 ENGINEERS PC
PLACE 4$ TONS CL I RIP RAP ~ ' W/89 SY FILTER FABRIC & KAHL, LLP
0 ON BANKS ONLY
c 0 ~ VERTICAL SCALE HORIZONTAL SCALE F ,P~ t' y' 2' S'
~ 1
USE EXISTING TEMPORARY SEDIMENT TIU iEDIMENT TRAP E w w a~ - - ',UBBING PHASE , - ~ ~
DURING CLEARING AND GRUBBING PHA ~ F
O o E JS~ F ' ~ PAVING TO BE DONE CLEARING AND GRUBBING
- ~ E G E -TSD.- i • j ~ ~ ~ 8Y FUTURE PROJECT EROSION CONTROL FOR
~ , , - - _ - - - ~ CONSTRUCTION SHEET 4 - - _ _ _ - - - ; - EXTENSION - ~
- - - _ - - - EXISTING RAW -
o~ , - - - _ - _ - L - - h
g 1' ~ _ . - - ~ ~ dy P ~
0 `
~ ~g~ ~ - 34' 4
1 ~ , - ss ~ ~ 2 38„5 _ - _ _ - - ~P ~ _ - - k_ , -
_ - -
1°~~ za ~ - ~0~ SERA ® ~ ss - _ = _ - - - - 'U ~ ~ - ~ _ _ IE _
o~ ~ ~ - -TSD - - .~-TSD 1 ~ -
cE 1 ~ 55 _ _ - - TSD E E ~ E - - - EXISTING R/W
E oP ENS ~ = TSD E SAM / _ / ~ E ~ ~ ~ LATERAL V D CH ~ ~ ~J4-' ,P -
EA /i q. ~P ~ TSD / /i ~~~N, E sE SEE DETAIL ~ ~ ~ ~ ~ ~ h
~C~N~' g5T ~ ~ 0 S~~ ~ ~ ~
6 qA / I~ ~ ~ INO D ~ ~ ~ P 0 EX ~
D PAR / / a> ~,ac t ~ ~ ~ ~ R~W JAL / / ~ I I~ + ~ OF g~0 OF
f ~ T ~
x~ ~ c~i / ~ ~ E ~ ~2 ANC / ~ ~ ~ ~ O
3 zi f f , ~ / 6 ~
N ~ ~ ' 1 -1 N ' ~ N
a ~ ~ f r
~ ~ _ o z ~
~ ~ rt I~ ~ ~ ~ ~ ~ ~
~ w ~ ~ -L- PoT sTA.2o+r5.oo 0 a
:%r~~~5~~ - - P T +75,00 ~ L OC S A,12 ~ CENTERLINE OF EXISTING DAM END PROJECT

BEGIN GRADE ~ ~ POND
~ ~ f f
t TRACT 2 ~ rt ~ o~
-L- POC STAJJ+BO.OO NC CAPITAL GROUP F d
f ~ PUI PUMP WATER FROM EXISTING POND y.
BEGIN PROJECT & RESURFACING SOUTHERN OAKS, LLC ours OWNSTREAM OF ~ USE PLYWOOD INLET PROTECTION ON OUTLET TO A POINT D ~
D.B. 990 I, PG. 2332 ~ ~ f f pR~ PROPOSED bb" RCP TO CONSTRUCT ~ ALL NEW AND MODIFIED STORM
PIN N0.0656.04-74-6412 't f f f bb" RCP IN THE DRY DRAINAGE STRUCTURES SEE DETAIL SHEET EC-3
~ rt
f

j
i
~ ~ 1
i
PIPE HYDRAULIC DATA
BEGIN GRADE DRAINAGE STRUCTURE N0. ~ _ END GRADE
_ + ORaNAGE a?fA - 43Q5 AC ~ -
PI - 12 75.00 DESIGN FREQUENCY = ~Q rRS PI - 20+15.00
EL = 381.26 i DESIGN aSCHARGE = cFS EL = 380.71' DESIGN HW ELEVATION = ,~gQQ FT '
100 YEa? DISCHARGE + (2Q CFS
PI ~ - PI = 16+50.00 roo YEa~ Hw ELEVATION = ,~q,~sFT
~ EL = EL = 370.80' OVERTOPPING FREQUENCY ° ,~QQt YRS
EXIS !NG G DUND T _L _ _ ~ _ . OVERTOPPING DISCHARGE = ,~4Q CFS VC - 530 = T
K= _ OVERTOPPING ELEVATION ,~_~,~~FT , K - 96
~ #
f `T~~ i , _ ~ , r

_ _ 8 _ 2.7 - 3/, '2.7 ~ l ~ • _ 8 )2~ C , , . - IO YR H I Gt
EXISTI G 24~ - i
STRUC URE ~ 1_ ~ C I ~ r• / _
TOP= 80.00. lNV= J ~ _ - - TOP= 73.79 - / INV= 37692
!4 YR NGt= TTT4 INV= T0~4 TOP= 313,2 ~ !0 YR; HGL= 7792 313.2 _,,_f 2
10 YR GL= T2.32 INV= _~69, ~
,l0 Y NGL= 3TIJ j Y NGL= 37IJ4 bb RCP

ST .16+ 5.00 R~' + 5.00 RT s
E1~.362a ~J - T P= 7
1NV 2 ~ 3
~ 1NV t5 = 368
EN LA V. ITCH 1>w = 35 a + R - - -
ST Il 8.00
EL .359 O
12 1 14 1 16 1 11 3 5 0 1 1 20 21 8 17 16

DETAIL A
LATERAL 'V' DITCH
c Not to Scale)
Natural Fill
Ground D 1'/Ft. Slope
d
Min. D = 1.5 Ft.
Max, d = 1.5 Ft.
b = 2.0 Ft.
In
REMAINDER TRACT I
NC CAPITAL GROUP
SOUTHERN OAKS.LLC
D.B. 990 I. PG. 2332
PIN NO. 0656.04-63-9535
PLACE 48 TONS CL I RIP RAP
W/89 SY FILTER FABRIC
ON BANKS ONLY
N
PROJECT REFERENCE SHEET NO.
JUDD PARKWAY EXTENSION EC -5
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INC.(DMP LE
E PLANS
f
PRELIMINARY
PLANS
rrepared in the
Offices of:
RUMMEL
KL1 p T
9 EPPER & G I B S O l V
® ab ENGINEERS, PC
& ISL, LLP
VERTICAL SCALE HORIZONTAL SCALE
Q �Q. 2r5
PAVING TO BE DONE FINAL GRADING
BY FUTURE PROJECT EROSION CONTROL FOR
EXTENSION CONSTRUCTION SHEET 4
,,. .1w. ww-1%j.wn In W -I „
f
"","., —91" `'"�.., �."`' VV F\`'f
IN THE DRY
DRAINAGE STRUCTURE;
SEE DETAIL SHEET EC-;
PIPE HYDRAULIC DATA
BEGIN GRADE
DRAINAGE STRUCTURE NO.5
PI = 12+75.00 77
DRAINAGE AREA = 49.05 AC
END GRADE
EL = 381.26'
DESIGN FREQUENCY = 50 YRS
PI = 20+15.00
DESIGN DISCHARGE = a0 CFS
EL = 380.71'
DESIGN HW ELEVATION = 364D9 FT
l00 YEAR DISCHARGE = 120 CFS
PI = 16+50.00
/00 YEAR HW ELEVATION = 364.59FT
EL = 370.80'
OVERTOPPING FREQUENCY - 500f YRS
ExISlNc
GROUND
r -L
-
VC — 530 '
OVERTOPPING DISCHARGE = 340 CFS
—
---
K 96
OVERTOPPING ELEVATION = 37595 FT
....
4000
-
- -
l0 YR
HGL
EXISTI
STRUC
G
URE
(D-
24
�'
f
-
4'RC
_F
,
/ /00,
O
TOP=
80.00
`�
'
I
l0 YR
HGL=
77.74.
'
TOP=73.79
INV= ''
T0,04
� �'
�
�
=
INV=
76.92
---
IO YR
GL=
72.32
373.2
_ _
_ _� `?�
l0 YR
HGL=
7752
IAIV=
369201
_
/0 YR
HGL$
37/,14
66"
P
T
S
16+5.00
RT;
EL.
362.1
3
TOP=
T3 -98
INV 2
_
INV 15'=
366,75
EN
LA V.
ITCH
/M/ •r
35724
ST
/7+f8-.00
RT
10 rR
= _
--
EL 359
0
i
10 11 12 13
14 15
16 17
18 19
20
21

DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
SUMMIT CONSULTING ENGINEERS FOR MONUMENT "GPSB" (OPUS)
WITH NAD 83/01 STATE PLANE GRID COORDINATES OF
NORTHING: 664205.351(ft) EASTING: 2056832.828(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 99987524
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"GPSB" (OPUS) TO -L- STATION 10+00 IS
S 64° 35' 20.4" E 273.06(ft)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
EXISTING D.I.P. WATERMAIN
SIZE UNKNOWN
Q
G
0
v
0
C)
a
-C
\C�
i
N SP
IA A �
RE // .0
/ 6
PPRKW
REMOVE EXISTING BLOW OFF ASSEMBLY
AND EXTEND WATER MAIN WITH 16" D.I.P.
PROVIDE FITTINGS AS REQUIRED TO
CONNECT TO EXISTING.
EXIST
45'
kv
C- +60
Cr 3cr
r �jV � +35 65'
o
`"
70 &
35'
1."
-+ 90
45'
INC=30'
N
An
DETAIL A
LATERAL 'V' DITCH
( Not to Saole)
Fill
Natural Slope
Ground D I'/Ft.
d
Min. D = 1.5 Ft.
Max. d = 1.5 Ft.
b = 2.0 Ft.
Type of Liner= PSRM
PROP.2' -6' C&G
:ROM STA. 16+65 RT. TO STA. 17+',8 KI.
L0
REMAINDER TRACT I
NC CAPITAL GROUP
SOUTHERN OAKS.LLC
D.B. 990 1, PG. 2332
PIN NO. 0656.04-63-9535
16" D.I.P. WATERMAIN
36" MIN. BURY
+00
65'+00
45' �
E-
E - - - - _ _ GRAU 350 -D -c
1 %CB
ADJUST WATERMAIN PROFILE
TO AVOID CONFLICTS WITH EX.
OR PROPOSED UTILITIES AND
DRAINAGE
BLOW -OFF ASSEMBLY
+70 +20 AND THRUST RESTRAINT
100' & 100' &
35' 35 PLACE 48 TONS CL I RIP RAP
W/89 SY FILTER FABRIC
PDE ON BANKS ONLY
F
E
\,Uj W
i F 10
t i ® T T T T T
tGRAU 350 �
O 2 CB
N
jCB
10
_F W O _-
ss - - _ _
C FGRAU 350 - -
- E E --
E
_ FEE
+00 E ppE
NE 8' 24" RCP 50' LATERAL V DITCH '
E PROP. 5' CONC. SIDEWALK SEE DETAIL A
16" X 6" TEE, 6" GATE +80
VALVE, 6" D.I.P. & HYDRANT 1 45 35' &
35' & 65
' - 72'
�-'-�-�-�- SANITARY SEWER
BY OTHERS
N
C\1
+00.63
50'
INC=3n'
1-L- POC STAJ2+75.00 CENTERLINE OF EXISTING DAM r
BEGIN GRADE
0
TRACT 2 PI Sto /4+58.08
-L- POC STAJI +80.00 NC CAPITAL GROUP p = 25' 48' 04.0' (RT)
LI
BEGIN PROJECT & RESURFACING SOUTHERN OAKS. LLC D = 2' 5l' 53.2"
D.B. 990 1. PG. 2332 L = 900.63, Q.
PIN NO. 0656.04-74-6412 T = 458.08'
R = 2,000.00'
SE = SEE PLAN VIEW
"90
61
N
11
+15
50'&
35'
EXISTING R/W
PROJECT REFERENCE
JUDD PARKWAY EXTENSION
ROADWAY DESIGN
ENGINEER
SHEET NO.
UT -1
HYDRAULICS
ENGINEER
INCOMP L]E
IE PLANS
J)') (.,, I )I?
z I`,__C l 1"iTI",A
PR EILIMI N
RY PLANS
�i'loN
rreparea in me
Offices of:
RUMMEL
KLEPPER & G 1 BS O N
© 141ua44`11'11 ENGINEERS, PC
& KARL, LLP
VERTICAL SCALE HORIZONTAL SCALE
Q 1Q, 2�5' Q 2�5 --SP
PAVING TO BE DONE
BY FUTURE PROJECT 90% S
EXTENSION
C _
N 38.511 W
0
~ O
7-Cti
16" D.I.P. WATERMAIN
BY OTHERS
-L- POT ST A. 20 +15.00
END PROJECT
NOTES:
1. ALL WATERMAIN CONSTRUCTION SHALL
BE IN ACCORDANCE WITH TOWN OF
FUQUAY-VARINA AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
2. COORDINATE EXTENTION OF
WATERMAIN WITH ADJACENT PROJECT
{
STORM DRAINAGE SHOWN
FOR INFORMATIONAL PURPOSES
ONLY. SEE ROADWAY PLANS FOR
_
COMPLETE DRAINAGE DESIGN.
DATA
PIPE HYDRAULIC
DRAINAGE STRUCTURE
NO.5
;
END GRADE
BEGIN GRADE
DRAINAGE AREA
= 49.05 AC
P I = 20+ 15.00
--
PI = 12+75.00
DESIGN FREOUENCY
= 50 YRS
EL = 380.71
-
EL = 381.26
1
DESIGN DISCHARGE
= 1/0 CFS
DESIGN HW ELEVATION
= 364.09 FT
390
100 YEAR DISCHARGE=
120 CFS
PI =
16+50.00
100 YEAR HW ELEVATION
= 36459FT
EL =
370.801
OVERTOPPING FREOUENCY
= 500+ YRS
V C =
5 3 0
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
= 340 CFS
= 37595 FTWI
EXIS
!NG G
4(�(A�D
T -L
.�
�.
K =
96
380
380
_ -
f F"r� -
_ _
'
_
_
-
---
- _
-
74,
--
/0 YR
HGL
370
/
EXISTI
G
2400
/
4' RC
S92TRUC
URE
_
1
TOP=
TOP=
INV=
80.�D
J
TOP=
3.�9
f
/
_
INV-
10 YR
76.92
HGL =
77,92
+
-
- ---
l0 YR
HG
77.74
OA
TOP=
373.2
-
_ -
29
360
r0 YR
GL=
72.32
INv=
. _
360
10 YR
HG4=
37IJ4
66" P
GAIN
STA
-LAT
16 +
3.00
RT
EL.362J
TOP= 373.98
350
INV 24=
151= 368
EN
LA
V.
TCM3572-4
W
ST
/+8.00R
-
EL
35g
0340
10 11 12 13
14 15
16
17
18
19
20 21

_ _ _

wE GRADING NO ~~5- ~ ~ s ~ TES
DouD~AL SANE ~oNEs IS' PLANTED BUFFER- UB 5271, PG. 59
BM 1992, PG. 785 NIF PINN 0656~II 75 2642 JACK M. JONES, and v~iFe, 1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF FUQUAY-VARINA
ZONED~~ R-20 P[G6Y J, JONES STANDARDS, SPECIFICATIONS & DETAILS.
DB ?253, PG. 41 N/F P]Nk 0656,12-75-6353 2 ALL PERMITS RELATING TO THIS PROJECT MUST
ROBERI R, EISCHER, and wife, PATiY S, CISCHER ZDNED~~ R-20 BE OBTAINED PRIOR TO CONSTRUCTION,
DB 7263, PG. 620 ~ 8 _ 3, INITIATE EROSION CONTROL SEQUENCE BEFORE
BM 1966, PG. 2159 15' PLANTED BUFFER PINN 0 6 56 11-75-2613 BEGINNING CLEARING AND GRADING OPERATIONS,
toNED P-15 - _ - - _ - ' I 4, CLEAR AREAS TO BE GRADED OF ALL VEGETATION.
i i CI-35 r ,r PROTECT VEGETATION BEYOND GRADING LIMITS,
mss- - - - - 5, STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE
CI-34 GI-24 i ~ i ~s9 % - - s= - - ~ ~ ~ GRADED AND DISPOSE OF AT LOCATION PROVIDED BY OWNER,
~ SDMH-44 N/E N 13$Q~Q ~ q1 I ~ / ~ ~ ~ ~ ~ ~ • 6. ALL BANKS AND SWALE SIDE SLOPES SHALL BE
DAV1D A, BERG, and wife, ~ ~ ~ ~ / ~ ' ~ / ~ l ~ ~ ' , Ta>7NV L. BERG , / ~ CI-27 ~ / ~ , • GRADED Ih9TH NO GREATER THAN 3:1 SLOPES, UNLESS NOTED OTHERWISE
DB 6282, P6. 1066 ~ ~ 3 )g ~ , ~ 3NIlSQO ~ ! ~ '
BM 1986, PG. 2159 ~ QQp~ _ ~ Q~ r'Sp~(~E " N ~ - - ~ ~ / T' / , PIN o656~11 ~51a26 ~ Z i q° ,g2 44 g.F, 7. ALL AREAS ARE TO BE GRADED 50 THAT NO AREAS OF ' STANDING WATER OCCUR,
Z[1NED~ R-IS ro 35 / 1 ~ / ~ ~ '
i ~q 34 ~ I CI-26 37 ~ ~ - ~ ~ ~ . ~ r • 8 CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY • IN RELATION TO THE PROPOSED GRADES TO ENSURE '
~ ~ ~ CI-25 - - ~ ~ ' ~ ' TEMPORARY. ' • DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN,
z ~ ,33 ~ r " I SILT ~ ~ , w / I ~ ,I , F 38 I 1 9.T0 MINIMIZE DAMAGE TO EXISTING TREES NEAR
NiE ~ 38 CI 29 a I ' , ~ ~ FENCE , ~iIARLLS D. NAwTNORNE, and, Q I ~ ~ ~ I I I (TYp) . THE INTERIOR EDGE OF BUFFERS AND
vIPKY A. 6LACKMAN w 31 i ~ ~ l / I ~ 1 , , i ' ~ ~ 4 ' • STREETSCAPES, THE CONTRACTOR SHALL CUT
DD 7991, Pc. lei ; ~ 30 I-3 ~ ~ % ~ ~ ) ~ ~ ~ , I ~ ~ , ' BM 1986, PG 2159 a ~ ' ~ ~ ~ ~ 39 ~ , z / / ~ ~ ~ ~ • MINIMUM 2' TRENCHES ALONG THE LIMITS OF
PINN 0656.11-75-0838 I ~ ~ 5~ / ~ lONED~ R-l5 ~ 29 ? ~ ~ DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS, 4~y~~`
A ~ CI-31 ~ ~ a i ~ ~ ~ ~ _ I I I , ` CI-33 I l I ' , n i ' i ,
TEMPORARY N ~ ~ ~ / I . CONSTRUCTION ~ ~ ~ ~ 401 I ~ , ~ ~ ' , , ~ / ~ ~ ' • 10. THE TREE PROTECTION FENCE SHALL BE ' MAINTAINED ON THE SITE UNTIL ALL SITE
ENTRANCE / ~ _ 43 ~ I , • ' WORK IS COMPLETED AND THE FINAL SITE
i , RIDG ~ CI-a~ ~ ,I. ~ 'Wetland' C . HUNTERS ' INSPECTION PRIOR TO THE CERTIFICATE OF
o~oe~ ~e~a, ~ _ 45 I 1 ~ o e•. I ~ ~ ECOI~ 50' PU BLIC R F_ o,• a•• 6 CI-36 ` I I I,~' I IGHT-~ WAY • , o•oeo >oaooooo ' • ECONDARY OPEN SPACE occuPANCY (co) Is SCHEDULED. THE FENCING
>o,. ••••o•, e X42 ~ ~ • oo.• - - - ~ _ 5_. ( ~ ~ i ~ , - - - • COMMc . - CI-37 46 ~ \ ~ ~ ~ • , ~ ~ , ~ 43,519 ' COMMON GREEN SHALL BE REMOVED PRIOR TO FINAL SITE
_ ' ~ i ~ I ~ I , • 43,519 S,F, INSPECTION FOR THE CO.
~ 47 I I ~ , 1 ~ J m ~ ' _ ,
CI-32 41 1 ~ _ _ ~ , FES-~ • FES-47 Nir N.C. CRP1iRl GROUP SOUTHERN ~4N3, LLC
T 1 G I i . N/F I _ ~ ` 3 JACK EUGENE LEW1S, and wife, 28 ~ ~ ~ ~ ~ ~ ~ ' ~ ~ DB 99D1, PG. 2333 - - BM 20D3, PG. 445 A~
CAR'Y ELI2ABEIH LEW1S ~ I ~ % ~V ~ ~ ~ ' ~ I 61 ~cl-4o ~ ~ F ~ ~ E ~ ~ ~ DB 5088, P6. 936 , ~ N ~ ~~?~,rl, PtNH 0656.D4-74-4420 EROSI01 ~ ~j ONTROL N OTES
M P . O ~ ~ 1 ~ is D 1986, G 2159 i 1 j ~ , ~i ~ 1 PINk 0656,11-65-6899 ~ ~ ~ ~ ~ i~NED~ R-9CU
' ~ - I I IDNED~ R-15 _ ~9 ~ I ~ i3~~ , ~ I ~ f- 27 ~ r ~ f~ ~ ~ i ~ I 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND
T ~ ~ v ~ ys I ~ i ~ f ~ LOCAL REQUIREMENTS. 1/ \
~ - L7 - - I 48 GI 42 ~ ~ ~ e a ~ 1 ~A 1 ~ ~ i , 1 2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND
I ~ ~a 'A, f- ~ ~ ~ v, ; L y MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE, • ~ , _
W ~ N/F ~ i ~ ~ ~ ro / \ ~ ti a, MICHAEL J. HALL, and Wlfe, ~ ~ ~ ` ' ~ , M ~ ALL DISTURBED A REAS SHALL BE NONEROSIVE AND STAB WITHI ~ LE N
z6 9 H .3 Z LALAwA E. HALL ~ _ I ~ x9 CI-21 ~ , - ~ ~ i THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS AFTER r COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER,
DB 6718, PG. 2119 ~ ~ l ~4 BM 1986, PG. 2159 ~ ~ ~f9 ~ ~ ~ / ~ V ! ~ ~ _ 1
~ PINN 0656,11-65-8809 l ~ ~ ~ \ ZONED R-IS _ ~ A ~ 3. MAINTENANCE; ALL EROSION AND SEDIMENT CONTROL PRACTICES TO '
78 / ~ v \ \ BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL V Wetland EVENT. NEEDED REPAIRS WILL BE MADE IMMEDIATELY,
CI-40 50 ~ ~ ~ ~ \ ,
~ I ~ A~ ~ ~ / ~ ~ 4. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1),
~ ~ ~ - _ G G - , 77 ~ G~ , • • ~ UNLESS NOTED OTHERWISE ON DRAWING, 1
NiE I - JETER N. BARKER, JR~ and wife, 84 ~ ~ ~ ~ CI 20 X72 s • 5. ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE
GLORIA S. DARNER - ~ ~ 51 ~ , a~, 9s ~ ~ ~ ~ DB 9483 PG. 176 ~ A • ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICH ~
~ \ CI-19 , ~ ~1 ~ BM 1986, PG 2159 I ~ ~ ~ PIN# 0656,11-65-1910 dy ~ ~ ~ \ EVER IS SHORTER \
~ , • as \ N• • 6 DISTURBED AREA: 6.90 AC. i • /
~ 76 ~73 ~ ~ ~ ~ ~ ` ~ \ V•. ' V ~ ~ PC1ND ~
52 I ~ ~ / ~ ~ ~ CI-17 A ,V ~ ~ ~ ~ ~ I \ • ~
V ~ A / ~ ~ \ N /
75 74 I ~ ~ ~ ~ ~ \ ~ A J~ 1 wE ~ I I ~ ~ ~ ~ ~ \ ~ {
GENEVIEVE C. SAUNDERS ~ A 6 ~ ~ ~ .I / 83 ~ V' ~ • , I '
De 7135, P~~ 627 / ~ % ~ A 71 ~ 83 BM 1995 PG. 848 / ~ \ ~ 1 - ~ V ~ t
cr . ~ CI 22 ` PINN o656u-65 5,_: / „ ~ 5-~ ~ ~ ~ ~ A~ 2GNED R-IS I ~ ~ i ~ ~ ~ / ~ TREE I ~ ~ "x PROTECP,ON ~ I
/ ~ ~ / ~ `t \ \ to i ~ \ i FENCE •I ~ ~ •
/ ` \ $4 ~ 70 ` ~ \ g4 1 V (TYP) •I ~ ~ UJetland A • , I
- ~ / / ~ ~ C I ~ ~ V ~ ~ V ' I / ~
SE NDA ~ i ~ , ~ i ~ CO RY I I y 1 z \ ~ ~ A ~ • / ~ ~ ~ ,j
NiE zo ~ OPEN SPACE WM. J. SWOPE, JR, and wife, ( ~ ~ ~ ~ I 69 V ~ a~ v ~ ~
70,588 S. F, SHERRILL M, SWOPE ~ SS I ~ / V DB 7737, PG. 625 ~ ~ / \ \ ~ \ , I ~ ,
DM 1995, PG. 848 ~ / \ ~ ~ ~ I ~ i ~ I / ~ 1 1 ~
P]Nq 065611-55-5923 ~ ~ A ~ A ~ iCNED R-1S 19 ~ I ~ ~ ~ ~ ~ 1 • ! •I /
i~ ~ ~ ~ / ~ 68 ~ ~ ~ 56 ; ~ V A ` ~ eS ~ ` ~ ' • , . ~ ~ ' ~ • ' ~ ~ i /
~ A _ ~ ~ , ~ i GI-43 ~ ~ • / ~ INLEr • ' , • I
1 ~ / / 1 / ~ „ ~ A 18 ~ / 1 ~ CI-7 1 ~ ~ PROTECTION ~ • rYP I' •
~ ~ 'Pj ` 57 ~ / ~ i ~ ) • • i ~ ~ ' i
n , 6 7 I 66 ~ ` Nif ~ V ~ ~ ~ ~ l 1 , ~ CI 4
,A I JOHN MARK CDNNNR, and wiFe, V ~ I i ~ C1_5 a ~ / ~ ~ ~ y 1 CI-5 1 i ~ P
PHOEBE ELLEN CONNOR , ~ ~ A ~ DIV DITC DB 8909, PG. 1702 ~ ~ - ~ ~ / i ~ ~ ~ I I A / 1 / ~ ~ \ i
BM 1995, PG. 848 % ~ ~ \ ~ 58 ~ (T~) - ~ ~ 1 / ~ I PINU D6s6u-65-a9a2 ~ ~ ~ ~ CI-16 ~ ~ / FES-2 , Q 'k
N : R- m DG E? ]5 15' PLANTED BUFFER-' ,w ~ ~ 66 i ~ ~ ~
~ ~ - / I 1rJ6 CI 8 ~ ,I r ~ ~ ~ cl-s i ~ ~
, 6l 62 _ 63 64 / ~ o I ~ QJ
NiE CI 10 I ROGER D. HURRAY, and wife, ~ 16 , ~ / ~ ~ ~ ~ o i ~ ~ I ~ Le end , 0 9 ~ 2 I r ~
THERESA NURRAr ~ ~I-g ~ ~ \ 1 i /m
DB 7768, ?G 82e ~ - ~ ~ ~ i BM 1995, PG. 648 ~ ~ _ _ - ~ I I 1 / TEMPORARY SEDIMENT TRAP
PINd 0656.11-65-3856 I ~ ~ - 1 N/P ~ r - _ - - ~ ~ ~ i~NED R-15 ~ a I 1 ~ ~ / ' ' CI-1
WARREN L. SAWICKI, and w~~e. I - _ ~ ~ 'a ~ ~ i 1 ' MARY ANN SANIChI ~ y9 - CI-~4 ~ i ~ ~ ! I TEMPORARY DIVERSION DITCH ~ i I CI-3 ~
DB 7929, PG. 894 ~ ~ ~ ~ ~ 3 , 1 i 1 ~ 1 ~ , ' ~ ~ $F TEMPORARY SILT FENCE
DM 1995, PG 646 , ~ 15 ~ ~ ~ PINN 0656.1165-3768 ~ ~ I~ 1 ' r
5 ~1~ 1 ~ ~ d i~ ~ iDNEP R-IS ~ ~ ~r L. ~ I ~r,~ ~ NSF °oooo°o°oo°o TEMPORARY CONSTRUCTION ENTRANCE o f 1 t
~ CI-12 CI-it ~ I ~ ~ ~l N: CAPfTAL GRBUP SOJTH:RN DAKS, LLC / ' l i~ ~ ~ DB 9901, FG 2332
1~ ~ CI-15 5 1 / ~ ~ 18 13_ ~ ]1 10 9 8 17 6 o I`-Y / ml ~ 1 ~ BM 2003, PG a4s ~ ~ LIMITS OF DISTURBANCE
~ ~ j i ~ ti r PINq 0656.04-53-469D r~ f ~ a ~ / ZC ET IS
(-j ,I ! I N q j ~ , 9j - ~ G ? / ~ ~ ~ o °s ~ / / ~m ~ ~ 1 I ~ r 1
~ _ _ 3 f IUP / ~1 1 ~ PRIMARY ~ INLET PROTECTION 1 ~ ~ ~
JOE H LOaRY, ;R and wife, / ~ ~ ~ ~ ~ -I/ ~A~REN _EAH LOslRY ~ ~ ~ ~ J . i ~ i" 1 ~i 1 /I ~ pP~N~PACE / I
D6 6637, PV 249 ~ I - _390- B~M 1?95,'G Bab ~ 1 ~ ~ i 1 17i;07~ S•,~ i ' ~ i ~ ~ f ~ i
J P?~N C6`6.11-65-27?3 I ~ ~ ~ j ~ , ~ ! / ~ ,
7D'~D P-!4 1 , ~ - ~ I i
NEW ~ ,
15' PLANTED BUFFER TREELINE ~ (TYP)
~ l5' THOROUGHFARE BUFFER I
LIMITS OF 3,604 S,F. SEDIMENT DISTURBANCE
TRAP (Typ) N,F o
~ NiE DELLA T. ELEMING CDITH JUDD PARKCR HEIRS CSTATC BOSH D-C-549 Z
~ DB 7~9, PG. 523 BM 1995, PG 581 PINK 06S6A4-64-p222 zov2D e-2o 60' 0 60' 120'
P1NH 0656,11-65-0334
ZONED R-8CU
~ SCALE: 1"=60' (Horiz.)

SEAL SEAL DATE: JULY 8, 2005 SCALE Marc Fi~B Nu~eEa
CG101 MCE PROJ, # 4068-0001
° HORIZONTAL: Raw P DRAWN LRA o Nc Nur~eER
DESIGNED JM 1"=60~
C
200 MacKenan Court, Suite 200 ~ CHECKED GML VERTICAL:
Cary, North Carolina 27511 PROJ. MGR. GML NA
Phone; [phone], Fax; [phone]
1 REVISED PER TOWN OF FUOUAY 1-27-05 AA0002667 EB0006691 GRADING & EROSION CONTROL PLAN I TA,US: Final Design AE„=,a„
REV.N4, DESCRIPTIONS DAZE
REVISIONS www,mckimcreed,cam Not Released for Construction

l n= 0.013
9= 195
h= 22
UPSTREAM
CAPACITY SEGMENT UPPER LOWER TOP FROM TO DIA. (FULL} V FULL LENGTH TIME INV. INV. ELEV.
50' MIN, NOTES: (IN) (CFS) (FPS) (FT) (MIN) (FT) (FT) (FT)
BUT SUFFICIENT TO KEEP 1 PUT SILT FENCE OR TREE PROTECTION FENCE UP CI-16 CI ' 0 15 6 5 5.3 70 0.22 389.05 368.35 396.00
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT 8~ MAX. CI-15 G-9 15 67 55 18 0.06 385.35 385-15 392.00
THE MUD 15 NOT REMOVED BY THE VEHICLE TRAVE - L VARIABLE AS DIRECTED BY THE ENGINEER CI-14 CI-8 15 6.7 5 5 18 0.06 383.95 383.75 39L00
2"-3" STONE TO BE USED ING OVER THE STONE, THEN THE TIRES OF THE 25' OR WIDTH OF
EXISTING SURGE STONE OR RAILROAD VEHICLES MUST BE WASHED BEFORE ENTERING TH - - _ - ~ PROPOSED STREET, E ~ ROADWAY 'BALLAST) WHICHEV R I PUBLIC ROAD. - - _ - - CI-03 CI-8 15 6.4 52 127 0.40 385.00 383.75 392.97
E S _ _ CI-13 CI-3 15 6.3 5.1 21 0.07 380-70 380.50 384.40
GREATER. ~ - 3.IF A PROJECT CONTINUES TD PULL MUD AND DEBRIS - - - - MIN. 12-1/2 GA. INTERMEDIATE
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY - 0 _ - WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY - MIN, 10 GA, WRES CI-22 CI-" 15 45 37 20 0.09 385.50 385.40 390.47 LINE WIRES
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL CI-21 CI ~0 15 6 4 5.2 2D O D7 386.70 388.50 392.36
RESPONSIBILITY FORM. C1-20 CI-19 15 6.3 51 31 0.10 386.40 386.iD 39200
CI-19 CI-' 8 15 6 4 5 2 20 0.07 386 DD 385.80 392. D0 CI-18 CI-C 15 6.5 53 194 0.61 385.70 383.75 392.00
_ _ GRADE CI-17 CI4 18 10.5 59 245 0.69 383.65 381.20 390.30
PLAN - - - - - _ r~~~ ~~_~~-ICI-~~~~ ~1~-~~_ CI 12 '
~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ Cl 15 8.0 6 5 58 0.15 389.80 368.90 394.07 ~ ~ ~ S1LT FENCE FABRIC CI-11 CI-~0 15 7.8 6.3 31 0-D8 388.80 388.35 395.00
WASHED GRAVEL FILTER ~ INSTALLED TO SECOND ~ CI-10 CI-9 15 7-9 64 207 0.54 388.25 365.15 395.00 WIRE FROM TOP Cl-9 CI-8 18 13.0 73 85 0.19 385.05 383.75 39200
~ _ _ CI-8 Ch 24 22.6 72 130 0.30 383.65 382.35 391-00
SEDIMENT LADEN RUNOFF ~ 1Z^ WIRE MESH _ _ ~ CI-7 CIE 30 42.9 B 7 18 0.03 382.25 382.05 389.05
35' MIN. 15' MIN, NEW CONSTRUCTION ~~ll _ CIE CI-5 30 41.8 8.5 34 0.07 381.95 381.60 389.05
Xi E STING ROADWAY loiiii CI-5 CI4 3D 40.4 82 31 0.06 381.50 381.20 388.17 FRONT V~ ~ ~ i~TI_ni CI 4 CI-3 3D 38.0 7.7 7 0 0.15 381.10 380.50 388.07
CI-3 FES-2 30 30.2 fi 2 92 0.25 380.50 360.00 384.30
12" MIN. - _ _
6" MIN. V~~A~~~/\ _ ' CI-38 CI-36 15 6 7 5 5 18 0.06 385.60 385.40 391.00
GI-40 CI-32 15 6.5 5.3 20 0.06 387.00 366.80 390.95
STEEL POST CI-32 CI-31 15 6.5 53 2D DD6
CONCRETE GUTTER FABRIC UNDER STONE NOTES: SEDIMENT CURB INLET 386.70 366.50 389.12 WOVEN WIRE FABRIC CI-31 CI-30 18 iD6 60 137 0.38 366.40 365.00 391.00
1•HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED OVER SILT FENCE GEOTEXTILE FABRIC GI-42 CI-41 15 6.7 5.5 129 0.39 386.00 384.60 394.42
~R~SS THE CURB INLET OPENING SO THAT AT LEAST 12" WIRE MESH EXTENDS ACROSS BOTH THE OVER NOTE: cl-a1 cl-z9 i THE 15 z7 s 3 26 a o7 36a 5a 36a 10 392.Do
INLET COVER AND THE CONCRETE GUTTER (MEASURED FROM THE INLET OPENING) -USE SILT FENCE ONLY WHEN DRAINAGE AREA o ~ DOES NOT EXCEED 1/4 ACRE AND NEVER IN I ~ F1LL SLOPE CI34 CI-33 15 67 5.5 16 0.06 384.90 384.70
2. STONE SHALL BE PILED AGAINST THE WIRE SO AS TO ANCHOR iT AGAINST THE GUTTER AND 390.50 AREAS OF CONCENTRATED FLOW "1 'o CI-33 CI-27 15 65 5.3 79 0.25 384.60 383.80
INLET COVER AND TO COVER THE INLET OPENING COMPLETELY. USE NCDOT #5 WASHED STONE. AND ~ 390.50 -END OF SILT FENCE NEEDS TO BE TURNED UPHILL ~
D STONE cI-3s cl-3T 1 5 6 4 5 2 20 0.07 386. DO 385.80 393.00 M GRADE
3 CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. l II-II = CI-40 CI-38 15 9.5 7.8 16 0.04 388.00 367.60 395.00
CONSTRUCTION E 4 APPLICABLE AT CURB INLETS WHERE PONDING IN FR N ~ 1~1~1 T" _ IIP ..I H~" CI-38 Cl-3'r 15 6.6 5.4 161 0.50 387.80 385.80 395.11
NTRANCE O T OF THE STRUCTURE I N T S 0 LIKELY TO CAUSE INCONVENIENCE OR DAMAGE 70 ADJACENT STRUCTURES, UTILITIES, p - 6~~ MIN, COVER CI-37 CI-3E 18 10.2 5.8 32 0-09 385.70 385.40 391.00 I I~ OVER SKIRT ~ CI-36 CI-30 18 11.1 6.3 27 0.07 385.30 385.00 390.60
OFFSITE PROPERTIESOR UNPROTECTED AREAS. ~ CI-3D C!~24 24 23.1 7.4 77 0.17 384.90 III I- CI 29 I 384.10 390.75
ANCHOR SKIRT AS ~ ~8 24 22.8 7.3 59 0.14 384.00 383.40 391.70 _ DIRECTED BY ENGINEER ' CI-28 Ci 2~ 24 22.5 7.1 51 0.12 364.30
363.80 39230 ~ CI-27 CI-2F 24 217 6-9 33 0.08 383]0 383.40 392.05
CURB INLET SEDIMEN TFILTER CI-26 CI-2s 24 22.9 7.3 49 0.11 383.30 382.80 393. D0 SIDE VIEW CI-25 GI ~a 24 22.9 7 3 117 027
382.70 381.50 392.86 GI-24 SDMH-a4 30 29.0 5.9 60 0.17 381.40 381.10 393.35
~ FOR REPAIR OF SILT SDMH-44 FES-0`~ 30 29.5 6.0 145 0.40 381.00 380.25 393.10 FENCE FAILURES, USE SDMHdS DES-q~; 30 31.8 6.5 25 OD6 380.15 380.00
No. 57 WASHED STONE, 393.10
FOR ANCHOR WHEN SILT FENCE I$ PROTECTING
CATCH BASIN. J J J
STANDARD TEMP
ORARY SILT FE ST NCE DETAIL ORM DRAIN AGE TABLE
~
z' uie r MOH A i ~ CDn~PACTED
~~~=1~~II_~i OJ
srEFP cuT oR FILL SLOPE _ _ _ _ - - - ' ~ ~ EXISTING TREE ~ ~ , STANDARD MEi-11 POSTS 2'-0" IN GROUND
I
_-T=i i I ~ „ _ I -llli ~ 2: ~~_~~E (MAx} _ POST )_~l II GALVANIZED HARDwARD WIRE
I 1-11 i_i r - •'~"JGEN 2X4 EXTENDS TO OP OF BOx EACH VARIETY PLANT NOTED TO
- STABiCZE ~ .=RSION ~ _ WITH -'"GCR:.RY SEEL 1;~ - _ - ~ _ BE SLANTED IN GROUPS 50 FEET _ LONG AROUND PERIMETER I
CROSS SECTION AND r~~~c;,~ ~oNTR~,_ - NET-~~~ - - OF 6 1 SHELF ' NOTES:
«}RpD 1. CONTINUE PLANTING SCHEME SHOWN FOR EACH LIM"S CF 6 ' E-ELF OF THE 4 PLANT VARIETIES NOTED BEEOW AROUND
_ _ EXISTING - ENTIRE LENGTH OF 6:1 SHELF, o - 24" O.C. (TYP) f
RA ° ~ G DE Q~ 10' MAX SPACING ~ o V~
n~ POST-TO-POST - obo ~ o o ~ ° I 2, ALL AREAS ABOVE THE NORMAL POOL n ~ ELEVATION TO BE SEEDED WITH PERMANENT
UPSLOPE TOE ~ POSITIVE GR~~= ' MAX. ~ 1 PLACE CONTINUOUS RUN OF FENCE MATERIA ~a, O o a SEEDING MIXTURE SPECIFIED ON SHEET 5. 0
L ON BOTH SIDES OF ~a o IMMEDIATE WORK ZONE IN WOODED A - p o ~ 3. WETLANDS SPECIES TO BE PLANTED ON THE 6:1
REAS AS SHOWN ON THE b ~ ~ SIDE SLOPES PLANS, DO NOT ATTACH FENCE MAT ~ 0~g SHELF INCLUDE: O Q~ Peltondra virginlc Arrow arum
ERIAL TO TREES. / ~ ~ ~Io 2 1 (MAX.) ~ ~ ~ ~ ~ ( ) o I~ Pontederia condotc (Pickerelweed) o N o
~ ~ 2 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TREE PROTECTION FENCING FABR ~ TO BE PLACED AT THE DRIP o. ~ ~ Polygonnum spp. (Smartweed)
LINE OF THE TR T - A~ •<coLb p ~~fX ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EES THAT ARE 0 BE PROTECTED, ~ ~ ~ - Zizanic aquotica (Wild Race)
3."TENSAR" HIGH STRENGTH POLMER GEOGRID FABRIC BY PLANT VARIETY 'A' 24" O. C, (Tvp) 4. OTHER SPECIES WITH SIMILAR GROWTH HABITS AND WETLAND VALUES MAY BE APPROVED BY
sTEL~ ,~~~T oR EiLL SLOPE TENSAR CORPORATION, MORROW, GEORGIA, ~ s~ wnsHEO sroNE 57 wnsHED SroNE PLACED To A PLANT VAPoETV 'g' LOCAL EXTENSION SERVICE PERSONNEL FOR USE IN
HEIGHT OF 12"-18 MI IGNT OF 12"-18° MIN. ABOVE WETLANDS AREAS. p OF BOX
TREE PROTECTION DETAIL I ToP of aox PLAN VIEW ~I
PLANTING SHELF DET AIL
N/n~~~~+,
ONE SIGN PER 75' OF TREE PROECTION FENgNG S ~ ~ DIVERSION DITCH HALL READ. I ST
ANDARD C "TREE PROTECTION AREAIDO NOT ENTERIAREA PARR ~ VDARD CAT CH BASIN &
PROTECION DE LOS ARBOLESlPROHIBIDO ENTRAR" T /`1RD INLET i D INLET PR OTECTION
TREE PROTECTION SIGN 'I
TREE PROTE CTION FEN CE
i
SEAL -
DATE: JULY 8, 2005 SCALE MSC FILE NUMBER
MCE PROJ 4068-0001 CE501
~pa,n,~, HoRIZOINrAL:
r X11 1 I'll Lf-, M UKAWIIVL, INUMULK
200 MccKenan Court, SuIte 200 FUQUAY-VARINA, DESIGNED JIM N/A
Cary, North Carolino 27511 Phone: [phone], -ax: [phone] CHECKED GML VERTICAL:
1 RNSED PER TOWN OF FUQUAr 1/27/06 AAODC2657 EB0006691 PROJ. MGR. GML NA
REV.NO, DESCMP'nONS DATE DRAINAGE & EROSION CONTROL DETAILS CLoeleased S:
REVISIONS www.mckimcreed com
Final Design RD SiON
Rfor Construction

CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE,
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
FINISH GRADE REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER
OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
111_11 =11111 -III=11_1-III-II~III-1 I-III-III-1_II-III-III- - _ _III~ 11~11~=1L1=~1 III=LI=IIL-III-III- UNIFORM.
- _ =11 ~-III-I 1=11 I-III-' I-- - ~I I ~ APPLY AGRICULTURAL LIME, FERTILIZER, AND
.III-III - _ COMMON TRENCH BACKFILL '=111=1 1=III-' NOTE 6 SEE SPEC SECT SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
J II-III T-11 2210, ARAGRAPH 15 NATURAL GROUND J III-I I-I I _ BELOW*).
Y - UNDISTURBED SOIL -III=1 I~ TOP OF BERM _ ~ 1 ~ 5 CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM,
Q till ~ III -11=- m TRENCH WALLS MAY HAVE VERTICAL/ -ii- 2 REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
III III-- S10ES UP TO A MIN. HEIGHT OF 5 ~ 5] WASHED STONE Q Fr. LAr SLOPES encK oR u5E / -III-III-III-11 _ TOP ELEV, OF SPILLWAY # WASHED STONE ~1 1.0' INCHES DEEP,
z TRENCH eox. coNTRACroR i -III~l=~_J~== TOTAL BASIN CAPACITY ~ ~ / -
RESPONS1eLE FoR oETERMININC -111-III-III-111-_ MIN. DEF PROPER sLOPE (osHA suePART ~ III, III-III-111_11- MAX, SEDIMENT DEPTH 2.5 CLASS B STONE SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED MIN. DEPTH LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
P, LATEST) - H _ 1=III-(- - III- _ ~ SEEDING.
-11~ ~ 1111-1I I_I I I-)11-_ 1, 75' -III-VIII-II~III-11-_ 1,75' MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
J- _ _ _ _ CAREFULLY COMPACTED BACKFILL =III-III_J~=1~1-1 _ _ _ _ _ _ QY ~ ~ NOTE 6 SEE SPEC SECT ""I-111_111-III-111- ~i I-III-III-111-III-III-III=III-
~ ri 11=11 I~l I I~I I I=III- n- =1 -1 I I=1I I=1 I ~I 02210, ARAGRAPH 15 ZQ N I_lli i l l 1-11 I-1 1 1.I I I-111=' INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS - i=iii=iii_in-iii
m SECTION A-A TH Rll SEDIMEf~ -FILTER FABRIC OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. SEDIMENT TRAP IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES,
I ~;~57 WASHED STONE CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
SPRING LINE o (bottom length) I TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
U~ Z i ~ ESTABLISHED. I f- / -11'
Qz PIPE GRADE _ X11= ~~-I 000000000°0°000000°0°00 0°0° * APPLY: AGRICULTURAL LIMESTONE - 2 TDNS/ACRE OR 3
6° BEDDING TDE OF SLOPE o 000000000000000 -III= CLASS B STONE 111- 00000000°a°o°o°o°° ° ° ° _ it TONS/ACRE IN CLAY SOILSFERTILIZER - 1000 LBS/ACRE
57 OR 67 STONE WORK WELL UNDER i~~_ 0°00000000000000°0000000° 0000000000000°0°0°0000° - ~ - (10-10- l 0)
TO TOP 0 PIPE CLASS B-1) BOTTOM OF PIPE SEE NOTE 5 11= = 0000000°000°0°0000 ooop°p° SUPERPHOSPHATE - 500 LBS/ACRE (20%) I I I_ -1'
6" O.D. OF PIPE 6" VIII ,~I' MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) .III- ANCHOR -ASPHALT EMULSION AT 450 GAL. ACRE r_ i= /
FOUNDATION STONE MINIMUM 51DE CLEARANCE T TOP OF BERM SHALL BE REQUIRED WHEN 12" O.D. OF PIPE 12" UP 0 36
SOIL CONDITIONS ARE UNSTABLE, MAXIMUM 51DE CLEARANCE BUCKET FLOW (bottom width) FLOW SECTION B-B THRU BERM & F~I~TER
NOTES: SEEDBED PREP
ARATION
1. For trenches requiring shoring and bracing, dimensions shall be !aken from fhe inside face of the shoring and bracing.
2. No rocks or boulders 2" or larger to be used in the initial backflll 57 WASHE ST NE --CLASS B STONE
~ D 0 3. All backflll material shall be suitable native material-
4. Backflll shall be tamped in 6" layers in traffic areos, 12~~ in non-traffic areas.
5. To be used with PVC.
6. Minimum compaction requirements. PLAN QE SEDIMENT TRAP
LOCATION SOIL T1PE DENSITY
Under pavements, Cohesive soils TOP 12" = 98~ ASTM D698-91 within HWY RAW BELGW 12" = 95% ASTM D698-91 TYPE "A"
PLAN OF SEDIMENT TRAP Under pavements, Cohesionless soils 70~ ASTM D4253-93 Maximum ratio of drama e area to disturbed ar ~ SEEDING SCHEDULE FOR
w;thin t1~4'r R/w 9 ea 1.5:1 STABILIZATION GRASS
Non-Tru~~ic areos Cohesive soils 85~ ASTM D698-91 Dimensions
Non-Trt~lli; areas Cohesionless sots 60% ASTM D4253-93 Design DATE TYPE PLANTING RATE
Total
Disturbed Required min Bottom Trap drainage n Bottom Bottom Top Top Provided Weir MAR. 15 -MAY 15 'ERRENNIAL SEED MIX 10 LBS/ACRE
area (ac) area ac) storage depth width v~C. WILDLIFE RESOURCES pth width length width length storage width ~OMMiS5i0N
TYPICAL TRENCH BOTTOM DIMENSIONS AND - ~=R~CEA ~_ESPEDEZA ;SCARIFIED) 50 LBS/ACRE
~ - - ~UE ~ESJJE 120 LBS/ACRE
BACKFILL REt~UIREMENTS - 3C OR AcD wEE°iNG LOVEGR^SS t 0 LBS/ACRE
(MA.R. - ~:ti. OR ADD NULLED COMM N RM A 0 BE UD GRASS 25 LBS/ACRE
TEMPORARY SEDIMENT M ENT JUN. 1 -SEP 1 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
SEP. ~ - MQ~ i T=R~CEA L~~DCDEZC JNuU__~~ - '~iNSCARiFiED) 70 LBS/ACRE
I "1- '2C LBS/ACRE ' ~ - =3=~,.ZZ PEE 25 LBS/ACRE
~E~uRT~~~~N T OF TRANS°ORTATION I
SEEDING SCHEDULE
= ~ ~DERS, SIDE DITCHES, SLOPES (MAX. 3.1)
DATE TYPE PLANTING RATE
AUG. 15 - NO". I ~a~L FESCUE 300 LBS/ACRE
NOV. 1 - MAR ~~_L FESCUE 300 LBS/ACRE &ABRUZZI RYE 25 LBS/ACRE
MAR. 1 - ApR ~5 ~A~_L FESCUE 300 LBS/ACRE
APR. 15 -JUN. 3S ~.LLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL. 1 -AUG. '0 -A~~_L FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
A A 1,5' MIN, BEYOND BANK OF SLOPE
9" MIN ~ I~ SLOPES (3:1 TO 21) v
~_a MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE
i filter fabric (MAR. 1 -JUN. 30) OR ADD WEEPING LOVERGRASS 10 LBS/ACRE
A (MAR. 1 -JUN. 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE A _ JUN. t -SEP, 1 TALL FESCUE AND
CLASS B EROSION CONTROL D o 120 LBS/ACRE TROL BROWNTOP MILLET 35 LB5/ACRE
,_`_ET PIPE STONE UNING STONE OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
CLASSIFICATION 2. SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
I 1 ~~1 AND TALL FESCUE 120 LBS/ACRE 24" MAX. NOV~ 1 - MAR. 1 ADD ABRUZZI RYE 25 LB5/ACRE
C'~_''_-' ~ ~E FILTER FABRIC AT CENTER
P1_~ti! SECTION SECTION A-A 1 CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- CTION A-A FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
STONE SHALL BE PLACED OVER TH ACED OVER THE CHANNEL BANKS TO KEEP WATER TEMPORARY RESEED 4000RDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
FR044 CUTTING AROUND THE DAM. ND THE DAM. VEGETATION. DO NOT ALLOT,', TEMPORARY COVER TO GROW OVER 12"IN HEIGHT BEFORE
OUTLET PROTECTION DETAIL MOWING, OTHERWISE FESCUE N4AY BE SHADED OUT.
ROCK CHECK CHECK DAM
SEEDING SCHE DULE
SEAL SEAL
DATE: JULY 8, 2005 M&C FILE NUMBER SCALE
MGE PROS 4 - CE501 A a 068 0001
DRAWN LRA HORIZONTAL: cRaw~NC NuMeER
r - U'QU/1I-VAKINA NV DESIGNED JIM NSA
200 MacKenan Court, Suite 200 VERTICAL: CHECKED GML
Cary, North Carolina 27511 PROJ. MGR. GML NA
Phone, [phone], Fax; [phone]
AA0002667 EB0006691 DRAINAGE & EROSION CONTROL DETAILS STATUS: Final Design
REV.NO, DESCRIPTIONS DATE 9 REVISION
REVISIONS www,mckimcreed.com Not Released for Construction

C O
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TION D TRU C CONS
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FOR
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hview P Sout
Fu ua -Varna, No a y
A. Town of Fuquay-Varino ~ Cable TV Planning Department Time Warner Cable
401 Dld Honeycutt Rccc (919)46?-2800 phone
Fuqua -Varino, N~ 2T 2E Y
[phone] y~,.rp 3uried Cable Location Contact; Danny _~^^sc^. ~ ~ JLOCO
JULY 8, 2 Nc'FFLIO ;800)632-4949
B. Town of Fugoc~-•~"
Engineering ~`e~a':'~e°: - NCDOT 401 Old Ho~e.c~'; -ieaa District Office
Euquoy-Var~~c, 'vC 275~n 4009 District Drive
919) 567-3°'~" phone Raleigh, NC 27607 NIAINST ~ 4 hone
~ ~ Cc^;act. may Meyers, PE (919) 733-769 p Contact Brandon Jones, PE
C. Ut~l'~;les (Water, Sewer)
V o` ~uquay--`farina
p
TAMPA DR ~f:. m DRAWING INDEX ~ ~ ~ ~ ~ ~ .r -
t S b ~ j (913, ..5~- ~ ~ - ~
D ~
G-1 COVER SHEET ' ~z, ~ o~ Public Sep '~a^ ac~. ~
of i orth ~s~c r.~.. .,P::o V 24~i Sch_ _ kood
NC ~-5~C2
C-1 EXISTING CONDITIONS PLAN i,~ ~ " N ~~~"9) 367--~-'3 phone
lLl T ~ Ca^'ac`. Re ^^e u7 A
C_2 DEMOLITION PLAN F~~4R,ykq ~~l~~9,, Y ~ ~ m~ E. Telep'~~o^e
N, ~ ~ Bo s.. i ~=~'ACAO~EhAY-~ V ~ -
i Rolelgh, NC
C-3 SITE PLAN ' ~~,P FIRST 1 ~ (919) 785-779 =
EPQT~ST ~ ~ Contact; Dyrah~ - ~ .
C1} UTILITY PLAN y~PCr"` _ 9' , ' A 91'
o a r~ m .
s~ ~ I oqq z G5 LANDSCAPE PLAN f hHEIPS kE S7 0
~g SPRING 51
o ~4E' .p t~G:
C-6 PLOT PLAN i~~,~ , 6kt LENtilJlr fi~
~ UNSETOR C-7 GRADING, DRAINAGE, & EROSION CONTROL PLAN F~~~ NAME OF PROJECT: u~
SOUTHVIEW POINTE SUBDIVISION y~ oa~si, " i~, LINA
~ ~ ~ FUQAUY-VARINA, NORTH CARD m
C_g ROADWAY PLAN /PROFILE ~
~~~CREST ~ iuE s PREPARED BY: JN 1 HPL L G'RE ST
DR w REED
C_g ROADWAY PLAN /PROFILE J McKIM & C ~ i,
~4 0 MacKENAN COURT, SUITE 200 NE ,RD w ~~~~tl 20
~j~w CARY, NORTH CAROLINA 27511
C-10 ROADWAY PLAN /PROFILE ~~d ~UAO ph K.y;~q~-, PHONE: [phone] J1 (
' ~ ®p ~h FAX: [phone] P~cv~n s~ ( )
D-1 DRAINAGE & EROSION CONTROL DETAILS CONTACT: GRANT LIVENGOOD, PE
~ ~ ckimcreed.com - ~ EMAIL: glivengood@m z. ~ ~
p_2 DRAINAGE & EROSION CONTROL DETAILS ~ o„sPy~
DEVELOPER. ~i
LLC
D-3 SITE DETAILS ~ SOUTHVIEW POINTE PARTNERS,
~ OF THE NEUSE, SUITE 201 ~ 5909 FALLS
p~ WATER DETAILS m RALEIGH, NORTH CAROLINA 27609 'o
ONE: 919 878-7766 ~ PH ( ) Ef- ~
SIf ~e~?~ ,r FAX: {919} 878-7799
D-5 SEWER DETAILS f
PROJECT NUMBER: #ZP-O7-04
D-6 SEWER DETAILS VICINITY MAP
NING OF PROPERTY: R-8CU (CONDITIONS LISTED ON SHEET G-2) ZO
AREA OF TRACT: 20.394 AC
ements shall be constructed in accordance with the following plans, and the These improv
tions of the Town of Fu ua -Varino, The engineer whose seal and signature Standard Specfica q Y
C s that the Standard S ecifications of the Town of Fuquay-Varino have been appear below certlfie P tl are a licable to this articular project. Any exceptions to the standard
v M~IQM~C 200 MacKenan Court, Suite thoroughly checked an pp p
s ecifications a licable are shown sheet C-2 of these drawings. Suite 200 p pp lurt,
Cary, North Carolina 27511 ~a 27511
Phone: [phone]
1 CONSTRUCTION PLANS
Fax: [phone]
AA0002667 EB0006691 NOT RELEASED FOR CONSTRUCTION
i
www,mckimcreed.com