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PHASE 1 SITE DATA:
12" 1 g"
WAKE COUNTY PIN: 0669.04-63-2602
TOTAL AREA IN SITE: 29.8902 ACRES
TOTAL AREA IN R/W: 5.5934 ACRES TOTAL AREA IN LOTS: 23.8280 ACRES TOTAL NUMBER OF LOTS: 104
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27' B/B STREET: 3619 LF ~ w 3:1 MAX, ~ Z
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TOTAL DISTURBED AREA = 9.1 ACRES THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PANS, STANDARDS OF THE TOWN OF HOLLY SPRINGS. THESE PLANS WERE PREPARED IN CON STREET TR E C '
PANS, AND THE ADOPTED ENGINEERlN G DESIGN AND CO NSTRUCTION
'~1N CONFORMANC WITH TH ~ E E APPROVED PR ELIMINARY PLAN
i~NATURE APPEAR BELOW THIS CERTIFI 3:, MAX, ES THAT THE TOW
TABLE OF CONTENTS: APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL ANO SGNATURE SPRINGS DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY Rfi!lEWED F PAGE 1 COVER SHEET PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SP~~IFICALLY N OE HOLLY I~WED FOR APPLICABILITY TO THIS PA 3:1 MAX. 1 2" R FT.
RTICULAR PROJE T. 4"PER FT. / q C ANY
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PAGE 2 UTILITY AND LOT LAYOUT 8" CABC
PAGE 3 EROSION CONTROL 1. WATERLINE SIZES DESIGNED BY CALCULATED PRESSURE AND DO NOT MEE1 'J~2ITTEN 'Y'~, ITTE N STANDARDS.
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PAGE 8 STREET "H" PERMITS AND APPROVALS ASSOCIATED WITH THIS PRWECT z 5' 7.p' 15.5' 31' B/B 15.5' 12.0'
PAGE 9 STREET "J" & OUTFACE "J" r~~uiRm pnr/row?r SUBMITTAL r~sue~err~ RESUBNITUL ~ovn~ v~M PAGE 10 OUTFACE "B" IECT L~ SIDEWALK SHOULDER r. W
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W V 1 E"'
REZONI PAGE 11 OFFSITE WATER ,~N~A PAGE 12 OFFSITE WATER unu~ra PAGE 13 ROAD WIDENING X PAGE 14 DETAILS & SPECIFICATIONS X REZONING ~ ' C ~ ~
ANNEXATION STREET TR E O
U UTILITY El(TENSION M
W SUBDINSION :1 W
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SITE PLAN ~ 3:1 MAX. "PER FT, 1/2" R FT. O
CON57RUCTI PAGE 15 DETAILS & SPECIFICATIONS X Flr~F~a PAGE 1 6 STREET TREE PLAN x P x CONSTRUCTIgr DOCS, 30"CURB &
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\ ~ Q ~ •o^ t~,,. r',J 1 f .
p ~ ^ V! 1 ~ c' ~ s J
\ Jb b _ `y/
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\ 9 ~ ~ M
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SCALES: ~ \ T - 111.12
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1" =5' VER L = 191.28
p
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w w U
5' 7.0' t3.5' 27' B/B t3.5' 12.0' 385 V L 385 F
SIDEWALK SHOULDER W ax W o
PLANT STRIP 99 99 a z
E-+
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380 ~ , 6' 7" ~ 380 ~
z
3:1 MAX. ~ ~ a
1 /2" R FT. ' 30, E--i U
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C RVE EN=1 0,00 370 ~ a
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o CUR LE =400. 0 -400. ~ a a
0 0 0
365 365 x
+ N~0 a
~ TOP OF CUB o ~ o m cv TO OF URB M ai
cat m ¢In v,> +
h J t ~ + M Vi 4J N
360 N N U 36D I- M
Q N QW ~ ~ REVISIONS:
~ Q Vi W aw 07-21-03
U ~ ~ w ~n . Q8-12-03
W ~ m~
355 355
8 W aw
~ w SCALE;
r AS SHOWN 8
350 ' ' 350
8° VC 1 5°R DRAWN I3Y:
0, f , SPH
a o e VC n
- ° VC DATE: g/. TA=2 +63,6
345 4 IN ERT UT 3 9, 0 IM=3 , 4 7 , Bin 345 06-16-03
NVER 350.1 189, 2ft Bin
PROJECT N0.
_ + STA= 4+06, 9 M Whole #125 Man ole 124 RI =353, 1 _ _ S A=24 83,56 _ . 124 J-478
340
INVERT OUT= 45,40 INV RT OJT=344-20 )T=344.20 340 SHEET
ryi OQ ryi M (o O N N 0) to r) t~ 0) O t4 N N M N p r M t
to (0 N ~ to ~ to W tl? M U-) O' In M L6 100 ~ ~ ~ ;Lo ~ U `to '+to N N tn `N 00 00 OU-) UjLf) q-N ~U-) nLO r nu) NU-) ~N d
1335 Ny M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M r7 M 335
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 27+50 28+00 28+50 29+00 29+50 30+00 OF
{~~gditrrr~~~
$~e
. ~ 2 'TOTAL ~
CIRCULAR P. 5,4 1 5,4 ~ ,:~1,,~ , / . o
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INV IN 335.0' o ~
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~ - x8 TEE ~ ~ L3
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> DISSIPAT ~ ~ 15 x8 x18 ~ ~R W gINgGE o~
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= 50+ 0 ~ F
C 2 STREAM CROSSING CONSTRUCTION SEQUENCE: o U
~ p0 D 55 06 o E P 6 1. kNSTA » » LL SEDIMENT BASINS x8 TEE
F r 'o ~ - 37.22 2. INSTALL DIVERSIONS
~ - ~ R - 250.00 3. INSTALL SILT FENCE
L = 73.90 4. INSTALL TWIN 30" RCP
C = 73.6 5. COVER TWIN 30" RCP
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IN IN= 44.40 REVISIONS:
anho e #12 ~ 0 07-21-03
TA=S +22,0 'h p ~ 08-12-03
- ~G 5
335 - _ . ~ NV T- 4 , 0 M nhot #13 335
. ~ IN 0 M nhot #130 - 1
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6 ~ IM-3 1,32 STA 53 9 .20 Man t 17 NV = 2. STA 54+9 .$6
3,, DATE:
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3:, 325 30"CURB ~
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315 M M M M M M M M M M M M M M r, M M rq) M M M M M M r1f M M M M M M M M M M I~ M K M M ff) 315
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~ ~ v, w W ~ REVISIONS.
v zW ~.W ~;rn 07-21-03
• C ~ STREET TR E " ~ N 08-12-03
335 t s Ma ole 111 .87y ~M
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3:1 MAX. I- J
INV IN= 7.90 M to SCALE:
3:1 MAX. 4"PER FT, 1~2" R INV QUT= 37,7 ST =77+ 0,00 30"CURB &
330 GUTTER _ 1.5" I-2 & 1" OVERLAY i-2 AS SHOWN 8!
8" CABC 7i 5
330 DRAWN BY:
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325 Nrs " DATE:
IN IN=3 2,40 06-13-03
325
J PROJECT N0. - +
RIM=3 35 .66 ' d-478
320 RI =334 90
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cp to O N '.0 O N M d Os c0 d c0 pp C~ N M r-, h 10 00 N 0) 0) ' to to d to M(c) N~ O~5 OOtn I~tn U)L6 4 661 N~ Orf- 0) oo cp ~ ~ rt et M M N N C,4 C, r"i rn oo n ao
NCo N(D n in 315 M M M M M rl M r~ M M M M M r~ M M r~ M M r~ r~ r7 M r+) M M M M M M - +0 oa N C-4 d- ~d d- mod` o o rn ro h o - C~j N d' M M M I-, M o M M q- r4-) N M M 'd to --t M
M M M t7 r~ A i M r~ M M M M ~ r'l M M t~ M M M r} r~ M
[769+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 - 75+00 75+50 76 +00 76+50 77+00 77+50 78+00 315 78+00 78+50 79+00 79+50
80+00 80+50 81 + 00 81+50 82+00 8z+50 83+00 of 16 83+50 84+00 84+5 0
C~Rt'UL R 1
1 u ~~~~~g11113if/~Z i
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SHOULDER S10EWAtK REVISIONS:
PLANT STRIP 07-21-03
08-12-03
C 6. c °
STREET TR ( ° 335
335
3:1 MAX. SCALE:
AS SHOWN
4"PER fT. 1/2" R fi. 3:1 MAX.
30"CURB & 330 DRAWN BY:
330 1.5" f-2 & 1" OVERLAY I-2 GUTTER 8" CABC
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DATE:
NTS S 06-16-03
325 325
PROJECT N0,
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315 M M IV-5 r- 3 I- M M M M M r- y- M M M tM M M M M M M M M M M M M M M M M M M M - 315
88+00 88+50 ss+oo of 16
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SCALES: ~ ~ ~
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07-21-03
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315 a o e s, 315 305 ~n VC .b6%
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07-21-03
08-12 -03
360
360 320 320
SCALE;
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355 355 315 315 DRAWN BY:
SPH
DATE:
08--16-03
350 350 310 310
PROJECT N0.
J-478
345 345 305 305 SHEET /
340 340 300 300 11
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+50 8+OC
I 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 of 16
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08-12-03
~•0 340
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335 E 335 DRAWN BY:
SPH
DATE:
06-16-03
,330 33a
PROJECT N0.
J-478
1325 325 SHEET
320 -loo 320 12
14+50 15+00 15+50 16+00 16+50 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 23+5(
J 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 of 16
~ ENTRANC ENTRANCE DETAIL . f;
INDIVIDUAL LANE` 1 dIDUAL LANES WILL NQT BE PAINTED • ~ • 'V • ~F c~ _ y~,' ~ i
~ 41' B/ 41 BBB ~ ~ •
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1 ~ WIDENING VARIES FEE
1N ~ XISTING 22 0 12 M ~ PAVEMENT z ~,>ER p p U
2 w • 6' DRCN PERM 1/4' PfR FDQi
2 F'FR i.
s~~
L 1
TYPICAL STREET SECTION
a u ~ .
4 8A ~C, 2 N, & 1 12 F~~
MAN & 1 I-2 OVERLAY AVER ENT IRE SECTION
SCALES: 6
1" = ' HOR 50
1" =5' VER
A ~ ~
FEE „ r ~ I a ~
a
~ o
W
~ U 'Q
~ x
H
400 ~a A o
400 z
U~
th ~ ~
395
395 ~ z
w ~ A o
U
W
390 x
390
O
~ ~
385 385 z E-{
w ~
a
H ~
a
380 ~ a 380 0
x H
a
a
375 375
REVISIONS:
0'7-21-03
08-12--03
370 37a
SCALE:
12' WL A D 24" BORE AND ASING
AS SHOWN
365
EW 1 365 DRAWN BY:
SPH
DATE:
360 06-16-03
360
PROJECT N0.
J-47$
355
355 SHEET
350 350 13
28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+C .0 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 of 16
_ - s - -
1/2 DIAMETER OF PIPE COMSE AOgtECA1E EAR1H FlLL COVERED BY
OR 1Y WiIIaiEVdt R ~ ~ IARCE ANfARAR ROCK
w rMa YWA11t M Otwtlm Br 71E OArI1YA-~-'~ SE®ING SCH®ULE prilER F/8PoC _ (REVISED: 1-1-86) r`t,{,Il;,tr
odraalm t s w TYFTCAL PoP RAP C1WIXEL I. r,
ro d ~w~.n°~ STEEP CUT OR FILL SLOPE IB. P to It' - ? I_I I-I III-I ~ ~ j''"%rlh ~I ; ~ .•r,.
w ro ar. N1° ulF tW 8' FILLER fABPoC CR I C I CAPApTY CF PIPE WL4ERIS ~ T ITl-- O y
m 2:1 SLOPE (MAXj cRAeEL BEDOw6 FLTER FFBIGC OR T GRAVEL BEODR+C To~FR , BAxK ~ ,rl Shoulders, Side Ditches, Slopes (Max 3:1 } ; 0 ^.I ,y ; ~ ^ ~rulrrur irFLAY.T>';;.x.. ~ ~ cn ~ . CD' fi,it0111a aT ~ EARTH FILL COYERED BY V W
aAat PARABOLIC-9MMED WATERWAY W1N 31~E 1'~I1FR ~RAIN_ , r w (SHAPED er euuuoaRl COARSE ACCREFAtE ```~4'" LARU ANOOLAR ROq( DATE TYPE fatANRNG RATE G~ a' ~
~ aNxal U4ff: .y 'y ' o Aug 15 -Nov 1 Toll Fescue 300 Ibs ocre :f *•~y ~ `
TO 8E VSED NHEAE EXCESSIVE STOIRIWAIER N10gRES PAdXBR VECETA7IVE t1NNCS. e crmo o / , binn d " . ~ ~ o, o° ° '0; 8 v°oo0 ,boo °oo o 'a~ p°Bo°pp o Nov 1 -filar 1 Tall Fescue 300 IDs/ocre V • v~`~ 0 0 0 °O ° o o ° Q0' ° O °O° oo p .o_ o 0 0 0 ° 0° ° ° do Abruul Frye 25 Ibs/ocre '++~u n~~ J
W SINS h ~7 B~EwED BY 0° 0 DO.. Q P a°9. 00°y~oD. a~a ° ~ ° ~a +AIII a1~iv o °0060 0 no o' ~ aooO 0 ° ° o ° °o ° Mor 1 -Apr 15 Toll Feacua 300 Ibs/acre 1NtUTt
aym roar UPSLOPE TOE POSITIVE GRADE 1,0% MAX. E r i ro DESLON. ~ a e W VAPoES ACCaRaNc o°p°b~p0'O oO,oo40po Oo.o..~ °..oQ OP°y~ao,°o° r 15 -Jun 30 Hulled Common Bermuda rasa 25 Ibs ocre 0 0 o e a o 0 0 00 a ~Od ~ o°G S AD 9 / as o ° O 0 p 0 . ° ° o • ° ° as e a , a° °m o0 0 ° a °g: Jul 1 15 Tall Feeaue and 120 Ibs ocro
rowu Wtt vMxc ~ 10, 1' to it' aLi fOKi alalRltt rAwaa h RIP RAP DEP1H AS PEA OESICN OR REFER ro a,p p0p °0 0 0 o0a -Aug / TO °Q °e°0O 0° °po0 •o °0 ° O o' O00° o° °o' eo •"Brownto Millet 35 Ib9 ocro
mII:. SIDE SLOPES ~ FlL1ER FABRIC CR TABLE -as saT raa axr xul aA.w14i Mu § ~ to cart t : 1 MAX. CRAM BEODWC o0o°O P°0~ °.8°poO9oo Op O.° b°o ao.°O .a ~p a°. D / ~ pP "'"or Sorghum-Sudan Nybrlda 30 Ibs/ocro
aai xoT i rat Alw 1[1U x { ) Musa lm nor ti f ~'aarw~.~mt ar ~ roKC Nrraa ~ w n~ uxu, ~07iNala Wa xs \ ~ ~ ~ ~ ~ \ ~ ~ \ ~ ~ \ \ ~ ~ \ ~ ~ \ ~ ~ M-9EIAPED WATERWAY IN11E1 SRyIE CEEIIER ORAMI STCN CUSSIflCAl10N RIP RAP DEPTH H M;'s`k,:?"k;~=;a Slopes (3:1 to 2:1 V
soot aura "iAW~i a"a \ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ \ ? ~ ~ ~ * ~ ~ (SHAPED BY M01pt CRAOER) B 18 ss. ,.;s.~ ~a. ) REMSKNS M4NRIUM MRKMUM
qu ~ STEEP CUt OR Flll SLOPE ~HR~S CLASS 1 4 DAi AEViSlg15 ~ DATE DESCFBP110N CLASS 2 24 -38 DATE OESptlPaON TOP OF BANK *t'~:`~.'';; TOP OF BANK Nor I -Jun 1 SBriCea Lab 111~~~777 -a:r:^'. :.,.,.:e-. padeza (scarified) 501ba/acre H g,~ & ~,i
DAZE bESCAPTION ~ ~ ~ RENSIONS DATE DESCMPTION (Mor 1 -Apr 15) Add Tall Fescue 120 IDs/acre 1~+-I
eior TEMPORARY STREAM CROSSING 11 A (ter 1 =Jun 3D) Or Add Wenping Lavegroas 10 Ibs/acre W (Mor 1 Jun 30) Or Add Hulled Commm Bermudagrass 25 Ibs/oars ~
RIP RAP LINED CHANNELS 10 I O Jun 1 -Sep 1 ''Hall Fescue and 120 Ibs/are
STANDARD TEMPORARY SILT FENCE 1 DIVERSION DITCH 9 •'+Browntop Millet 35 Ibs/ocre •"or Sorghum-Sudan Hybrids 30 Ibs/sae
Sep 1 -Mar 1 Sericaa Laspedexo (unhulbd-unacarUled) 70 ~e/acre r k I P~peOunanoFlatArea- and Tall fescue 120 Ibs ocre y (Y~
~ TOP EIEVATICN OF $TX3AWAlER FBUES: .((Am (7, 1~' f'~/ No WaildallneoChanne~ / I'~!' 1 BAS I''+ {/G - (Nov i - Nar 1) Add Abruzzi Rye 25 Ibs/ocro In
as'-i' ~ uw, Cu5 ~ 3da A A ~ t,(~
X37 WASHED ylx, < BUT SUFTifffNi TO KEEP 1. PUT 50.T FENCE OR TREE PROTECRON fENCE W t0' uw, ' STONE ~1 ~ SEquENi ON SLTE 70 ENfiME CgISTRUC110N ENTRANCE IS USED. r W W O
DESIGN OF SPILLWAYS ~ ''r' " ^;~;+ir t. P CONSTRIICnON ax THE SITES ARE wa THAT E)OS1wC RAPE ay: THE MVD IS NOT RF110VFD BY THE 4E11CIE TRAVEL.- ' ~ DRAINAGE AREA waT IBNGTHi .~.r...... • ~ 't:^:.: otff. TWES of THE e `,'2'-J'•Sii)NE TO.~ USED 23' OR NTDIH Cf wC ONR THE ST THEN THE . ~ PvC 2tsEe ~ Wt1N 5tarf4 Consult Conaervo0on Engineer or Soil Conservation Service for ~ ~ ~ r-I
ACRES C1.A55 1 RP-RM FILLER FABRIC E7BSTING ••~'~''-'~~(SURGE STWE OR RAllROAD•t' YEIIICIES MUST BE WASHED BEFORE ENTERRIC THE ~ 1.,~ { ) (FT) PROPOSED Srt+FET• 7IfR~ 1 4.0 ROADWAY `L' 'BAtUST)`~~ MHKJffVER IS PUBLIC ROAD. 1,„ 0 t + clan addllbnol fnfonn n o 1 v/ E ,7MIR ~p~Cf~ DIE e. ig olio p ncem ng other olternat'rvee for vegetation of
fr'. ~ti ~ ROADWAY ; 'IrICP ::'r.r~::: GREATER. `..'`"ClElw~STDNE H0. S7 2 6.0 V ":~5 ~'~~`Q•'r-'::',~+:"~;,~:;^~*~ 3,PAPROJECT CONINUES TO PULL MUD AND DEBRIS ~STMC ,V•~~,'~':, It• A 3 S.0 ''i:"" ON TO 7ME PUBLIC ROAD, iNE COYERNwO AUMOPott { )r"„~~,'"." 4 10.0 ~ "~,a..a" ~'S':~.~ a. ~ -fABRiC MAY BE ADOEO UNDER liff STONE 0 'crap ~,yP(upr,, }'D ~ I, denuded oreoa. The abaro vagetotion roles oro those which do well under '1DE 0p (ja,~(J(. ~ ~ bcol conditions; oiher aeading raU combirwtiau oro possible. f-'t y
1 0 `f ~'~;'r ,j ~;r ati~iy Milt Cl£Atl THE AREA AND NWICE THE FNANdALLY 3 2 RESPONSIBLE PDiSOH AS wDICA1E0 ON 111E FlNANCUL MNICH lYOUD ADD iOTIL UFE TO 1HE ~J4API 1 gMtwS10NS SHONM ARE MDIMUM RESPONSffIUtt FORM. CONSTRUCTION ENTRANCE SLOPE' 9\ TARP I wASdfD ST°e'E a i F-, r~i FILLER yrfi H r.)
E%GIwC SLOPES BC1F+ I ,~a;~ ~ Sed~oaAA 'Filler "•Temporory -Reseed according to opTunum aeaaon for desired permanent ~ Q, Q~P+C ;r,y,•" oronah N"°• vegetatwn. Do not olbw temporary cover to grow aver 12" in t~elght betas ~ '7' 1. La u the lenDlh of the dprep
-"ti„~ HEKAIT $ YIDTH OE7ERWHED BY pry~ ~~1att E%1511NG 1OPOGRAPNY ANO LMd1 3EpMElIt STORAGE AEOVNtED. ~ 5ik 7 apron. mowing, otherwise fescue may be shaded ouL Pipe Outlet aW°Ildelined ~j r rt ~A ~ LAG Cnamei 2~~~ a the maaimum E-I Fy
hEY dP RAP W10 LIE DAM S r 3 star but Hal leas A~ a ~"'q'Dtu6 APEOIi man s". I/a O
FOT sTAwutATIDN. Aye' g•_p 35' MIN. t3' MIN. NEW CONSIAtIC110N~ ~W CONSTRUCTION 3, Ina,velpdehnedchanrolea. ~ QI O kYblhq apron up0,echannel ~~~--111 ( ~
~;..':L EIOSTINC ROADWAY E>051RN; ROADWAY {~$aI ; NER"';}li.. KEYED PoP RAP WE i p D~nI~ A A banks to en e~avdtipl al a' W O F- _ rT abwethemanlnwmtaihveter O doptl;arolnawpoltnabank, S®ING SCNEpUIE q whicneverls less r \r~n I•~I
~ tY MIN. _ 8' MIN. 'r u;+~ i% i";` ` .;d; `w:.; r . Y.ri±,e.,.y.. B' MIN. 'Tb4 AAi 4. A fdlar blenkel a Mier fabric ti"/ ? iJ I IN. 1 A clan marlPraDandsaih~rdabon.
~-p'1 WASHED SEOHE - 8 A,,.
iHS ENTRANCE /PPUES ONLY TO ENTRANCES ABPoC LINDEN STORE a wOh1WAL SNGIE FAMILY RESWEtt11Al IRATS. I ' vlfcR ANO BueY ~
RENSIONS EXl$iwQ ~Visfgl3 /yt~~ ~y+~i/~i REN90NS ~p~. ~~~yy~ DAIS OISCRPROM SICpE OATS DESCRP110N 7YlO~l.IiYAE1/i OATS DESCRIP110N epyyj.,reEOp 'TARP ppcTFploT,l' wErr~ r 7Ae.P L`D&~ u ~ya lC) (+ntN• 12'e6 TALP~ ~ {raty
to/M ro~W Mom+ wrtc. Nw .WD s~wr wut aMa ff C7~ - ~2a" rl
NO r j,~,y~, sedanM - tt,ccaa.44~. /Y'~ ~ IJO~'~5 • F,hx ~-I
CHECK DAM 6 CONSTRUC110N ENTRANCE 7 RESIDENTIAL CONSTRUCTION ENTRANCE 8 8 H 40 PYC with clean-out cep d slots. Slats shall 6lanael FF~~11 w.i 6 SC W
n 1) Drawdown riser shall tk hall be laced at 90~ intervals around the be wide vertical saw cuts. 51Gts s p RIP RAP A P R O N U
i 4 slots)' Slots shall be e" long. One set of slots shall be sepera~ p ~ {he next set by a" of solid pipe. The ntmber of sets of slots shall ~rrl Fran t 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ~~II
5' MAX. /STREAM d1ANNfi STORM RO Aw ~ ON:RFIOw OEWAlEPoNO CONCRETE BLOpi 2~ depth of basin tnitxts one. a used to protect the weir shall be the width specified. The leng~oh of DEEP OVER ADVERSE SOIL CONDRIONS IF AVAILABLE, y) The tarp M
~ BANK HEIgiT ! tarp shall ba according to evellable supply. IP rtaltiple oven are et least t2". W
~ * ~ SURFACE now ~ ~ ~ • 1/3 PIPE ~ ~i ~ q ~ gNiR90N ' r DWIEIER extend otection to toe oP tl8ckslape then tarps shall b 5~O mil hee 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. trean tarp shell overlap downstream tarp. The tarp shall be '0' 3.) REMOVE ALL LOSE ROCK ROOTS AND OTHER OBSTRUCTIONS
d~ut silver tarpaulins for sun reslsttxTCe. LEAVING SURFACE REASONABLY SM OTH AN UNIFORM.
~ r ~ _ 1 i YI ~ ~ 1 -...yam ~ ~ ¦ ~ 31 gash shell be alearaed out ~ !full. 0 0 4.} APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW").
w 6URY BOTTOM /f~ ~ r ~ )ti ~ dF PLYWOOD ti 5,) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
1 d / C U S I 0 M BASIN REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
1~ ¦ .L NOTE: ALL PMAALLY COIPLETFD STORM gUXIS 3 4' EXTERIOR ~ ~ O 4 I STONE APPRDACM 3ECIION ¦ SHALL 8E PR01EC1ED AT i!E ENDS PLINTXA 6.} SEED ON A FRESHLY PREPARED SEEDBED AND COVER
x1 MAX SLOPE ON ROAD EACH DAY w ACCOAOANCE NI1H THESE 1 gLYITS 510EOwCli~ 801TOM~ROW TO ALLOW POOL DETAR.S. STEEL FENCE ~ ° POST (TYPJ ORAwACE ilff FOIRDAI{ON SHOULD BE EXCAVATED AT (EAST 2 VNCHES BELOW Tiff CREST OF IFff STgel SEED LIGHTLY WITH SEEDING EQUIPMENT OR CUITIPACK AFTER SEEDING.
STONE DNOT DRAW. PLACE 71ff BoTT011 Row of BlocKS AWXtST 1""'-~"~ NO C• FLTER aoTH UPSTREAM END aF oVEM,o~Y Tiff EpCE OF TI# STOA11 LXiAPI FOR uTERAI 91PPORT xl A,OpE, CRAyR Fq,TER 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
1. CUSS O SNHE - i.WXMUM DEPTH OF 24' STORM LXU1N ALEI ro AVgID WASHOUTS NFwTI O1tlwLOW oOgMtS. li NEEDED, GIVE LITERAL SUPPORT ro SII~OLENT 2 UNDERCUT Fqt STONE PUCEMENT SURFACE FLOW ROWS BY PLACING 2 X 4 WOOD STUDB TIw01Nw wn of Holl S rim s Construction Se uence To Y p 9 q 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR
gVERAON A 1/J PPE BLOCI( ~ WRC SCREEN r q/wEffR 2 CAREFIAI.Y FlT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEOWENT 1. Obtain gland-disturbing permit. Schedule a presconstruction conference Wlth the RESEEDINGS WRHIN THE PLANTING SEASON, IF POSSIBLE.IF
CRk7, NA1 S1PEAlIBIVei ~ D' ~D; NIKE MESH MTTiI I/t-INC1i OPENwGS [NPR ALL POCI DEWAIEPoNC ii ~ i ~ ELOgi OPENINGS 10 HOLD GRANT w PLACE. Environmental Engineer @ 567-0822. STAND SHOULD eE ovER sox DAMAGED, REESTABUSHFOLLOWING
WASHED STONE FILLER r' . D' ~ '1 E USE CLEAN GRAVEL, 3/h 70 1/t-INCJL N T ACROSK PIPE iNIET r Cf TIff 91,E A 21 SLOPC CR PUTTER ANO i 16' ORIGINAL LIME, FERTILIZER AND SEEDING RATES. al 2. Install gravel construction pad, temporary diversions, silt fence, sediment basins or
SMOOM LT ro AN EVEN DRADE. ooi p7 WASHED Y - 1 STONE IS REC011MENDED. her asures as shown on the a roved Ian. Clear onl as necessar to install 9•) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT Z Ot me PP P Y Y AND FERTILI T N AFT
Srolt NARDw OTM I h these devices. Seed temporar diversions, berms and basins imeediately after ZA 10 ER PERMANENT COVER IS ESTABLISHED. ~ Y O
PENSIONS FILTER dA7N RENSIONS HTNSIONB ^jYt DAZE DESGeP110F1 DATE DESCA1P710N GATE DESCRPRON SEDWIgT f construction. 'APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ r~
ACRE IN CUY I V 1 <C 3. Call for an onslte Inspection by the Environmental Inspector to so LS) FERTILIZER - 1,000 lbs. /ACRE -10-10-10 Zj U
obtain a Certificate of Compliance. SUPERPHOSPHATE- 500 Ibs> /ACRE -20~ ANALYSIS
TEMPORARY STREAM CROSSING OPTION 11B PIPE INLET PROTECTION (PLYWOOD AND STONE) 12 BLOCK AND GRAVEL DROP INLET PROTECTION 13 4. 8e in clearin and rubbin . Maintain devices as needed. ROU h rode site. MULCH -2 TONS ACRE -SMALL GRAIN STRAW O x 3 g g 9 9 9 9 / H 5. Install storm sewer, if shown, and protect inlets with block and gravel inlet controls, ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE ~ E"
Q' sediment traps or other approved measures as shown on the plan. Begin construction, ~
di building, etc. Z
U 6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch
linings, etc. Seed and mulch denuded areas within fifteen working days of completion of ~
any phase of construction.
STORM DRAINAGE 7. When construction is cam late and all areas are stabilized cam letel ,call U ~ P P Y E,
T N DA RIM IN OUT SIZE(IN) LENGTH(FT) GRADE ~'~F''qk o`I for an ins action b the Environmental Inspector. W P Y Z
BGX STA IG Q~S~„ti uWx 8. If site is approved, remove temporary diversion, silt fence, sediment basins, etc., and Q•i ~ SEEDBED PREPARATION seed out stabilize any resulting bare areas. All remaining permanent erosion control O
1 21+50 0,75 356,56 352,0 15 125 1,84% ~ devices, such as velociyy dissipators, should now be installed, U
2 22+75 0,52 354,28 349,7 349.5 15 42 0,95% 9. When vegetation has become established, call for a final site inspection by the A W
3 23+15 0,48 353,65 349,1 348.9 15 35 0,57% Environmental Inspector. Obtain a Certificate of Completion. ~ h/LLY~T 7 ~ t - ~ x U.~ .S ~1/~t7/4 IZ L v~r'0 l~i
4 23+48 0,37 353,48 348,7 348,5 18 27 0,74% l~M ~~~3/l4/ • ¢ '~i ~
5 23+48 0,36 353,48 348.3 348,1 18 131 2,98% ,~rK.R~ ~x~
6 23+90 021 35376 349,2 15 45 1,11% WttatD, ti~ FA GRATE AND HOOD
7 Y 0.90 349.00 344,2 344,0 18 41 1,71% I BBtIIE NSTAt1ATION -STEP i SEE STD.t10. 840.03
7,5 YI 0,30 350,00 343,7 343,5 24 141 3.76% 1'-0" BACK OF CURB i-i
8 YI 0,65 342,00 338,2 338,0 24 107 2,80% i. aca sum Nxoi roar aT urur rr xro ola ei xa as nas~0°°aNw X GENERAL NOTES: ~-"I rFK",r~
9 53+38 0,37 340.74 335,0 334,8 30 27 0,74% x,~,~ ,~,,~,,,,t ^°aP°" Tar CLgSS "tl" CONCRETE TO BE USED THAOUGHOUT, w ALL CATCH BASINS OVER 3'•6" IN DEPTH TO BE PROVIDED WITH STEPS t'•2" h+~l a
10 45+46 0,60 342,00 336,8 336,6 15 53 3,02% J~,~ ,;,'M,~>oA°,~t,~ •M x 1101a Y Y 3 ~ ON CENTER. STEPS SHALL BE RI ACCORDANCE WITH STD. f10. 940.66. o' -B- v
\ naa nIM nE aorroll a 11 45+46 0,31 342,00 331,0 15 31 0,65% >aa~,~,e~w x arulwr ~-T 6" OPT AY N4 DAR OOYfEl9 AT _ 6" ~ IONAI CONSTRUCTION MONOLITHIC POUR 2" KEYW OR ~ rte, A , - - - - 12" CENTERS AS DIRECTED AY THE ENGINEER. r^ m z 0" 0 FDRMS ARE TO BE USED FOR THE CONSTRUCTIDH Of THE BOTTOM SLAtl, a
13 55+20 0,25 338.91 334,4 15 27 0,74% ~ - - - IF REItIFORCED CONCRETE PIPE IS SET IN BASE SLAB OR 80x, MD TO OASE a
14 55+20 0,15 338.91 334,2 334,0 15 38 0,53% .r.. , AS SHOWN ON STD. ND. 840.00. Q USE TYPE °E", °F" AND "G° GRATES UNLESS OTHERWTSE INDICATED. t~~i
FES 333,8 R~ INSTAL! ?11OId _ s1EIB ~ W ° " SECTION X-X FOR 8'•0" IH HEIGiIT OR LESS USE 6" WALLS ANO QOTTOM SLAB. OVER
15 53+38 0,22 340.74 334,6 334,4 30 45 0,~7% 0'-O" TO 16'•0" IN HElOH7 USE 0" WALLS AND BOTTOM SLAB. OIIaNTITTES TO BE ADJUSTED ACCORDINGLY.
FES 334,x. SEDIMENT BASDIN/BAFFEL DETAIL 3B X 3 PLAN
16 56+62 0,20 341,37 336,0 335,8 15 105 1.77% STEPS STD. N0. 040.68 STEPS - 510. N0. tlh0.66
17 56+62 0,28 341.31 336,4 336.2 15 27 0,74'/. FAAAIE. GRATE AND N000 _ ' SEE STD. NO. 640.03
18 57+92 0,65 348.85 343,8 15 130 5,67% ,,•D„ m m m REVISIONS:
FES 3335 07-21-03
19 78+$0 0,20 34051 336,0 15 27 1,48% - 0.. H 6" '1
20 78+80 0,21 340,51 335,6 335,4 18 195 2.10% 6" 8 ~ " 9 - A 8.. 6..
21 77+50 0.53 342,62 3319 331.7 15 65 1,23% EwI I'' E--I
22 77+50 0,11 342,62 338,1 15 27 0,74% I ~ I
23 76+23 0,77 345,02 340.5 15 120 2,17% a SCALE:
24 78+14 0,27 341,41 336,9 336.7 15 SS 1,27%
25 78+69 0,19 340,57 336,0 335.8 15 10 2,00% T -Y 6" D NSA SEC ION Y
26 81+40 0.15 334,88 330,4 15 27 0,74%
27 $1+40 0,10 334,88 329,4 329,2 24 165 1.09% 8" DRAWN BY: 8" END ELEVATION
330,2 WHERE 30" TO 36" PIPE IS USED SPH SECTION J-J
28 83+12 0,31 332,68 327,4 327,2 24 38 0,53% SIDE ELEVATION SECTION M-M
29 44+48 0,54 334,00 327.0 326.8 30 137 2.04% DATE:
30 80+74 0,90 33614 331,3 331.1 18 57 2.98% J ;,I_ J 06-16-03
31 81+34 0,20 33491 329.4 329.6 24 5 5,00% i'I
32 42+62 0,10 33562 331,1 15 27 0,74% `.~I A- PROJECT N0. - I m
33 42+62 0,38 335,62 330,9 330,7 18 184 2,01% VIEW WHEN B" X 6" CURB < J-478 [S USED IH PLACE OF H000 LL '~I
~e Q~4.dn n Q~ 7j ~Z~ ~ '~~1.R 15 33 ?.73% i a .I ,
ll-I wl ' IV V.-
35 87+40 0.65 336.71 332.2 15 24 0,83% REVISIONS
FES 324.0 NO, DATF DESCRIPTION B 1.19.93 CLEARANCE DIMENSIONS INCREASED PLAN PLAN SHEET
2.1594 CONS. MITI. NT. VALUES FOR 24" d 30" PIPE
SHEET 1 OF 2
STANDARD CONCRETE CATCH BASIN
12" THRU 54" PIPE STATE OF NORTH CAROLINA s O- •
DIVISION OF HIGHWAYS TD N REV.
RALEIGH, N.C. 840.02 B OF 1
• SHALLOW TYPE INTERMEDIATE ttPE (4'X4') 6EEP ttPE (5'X5') _ - -
U Im a tm n ovrKl R rar ro m Rlr n olrnll (oesl m rtn n ov,M -
A[Maxj A>'rO.AC fI[% CQeCAtrE ~ s,DIRE
v ~ ~ : ' COfJNR SW ~ a fDAtA 5!N R/W sW+DARO MArMaLE Rwc AND covER
e mealo F ~t~ a ~ I is o°n °°ccr~ru r nao oaMtt STANOWD N0. 7.07 LF PI~PE~iAVA1FACTUR R 1MgEIF1 Aas.~sApptE _ _ _ b b MANHOtE BREV( POINt T STN DES APPLIED DOUBLE
tY rat ,L '.t.9 wrt~urE u»a; tYP. flNISHEO CRAOE I SOIYENi' CEMENT SFAL STAINLESS STEEL USE FOUR S/8 wCH ANCHOR (W,p
rE '.:+..1-}~crrwu>E urnc L oMtrav nFe'r t', _ TYP. FkRSHEO E W UNPAVED ARFAS ~.+ffGigx F.Ea Tf tIIlro CeuRef LI W PAVED PR VAIJVE 80X METERRBOX I I MAe CWIS[ I f ~ C~'-• 7 1/Y MIN. ,r (NON LOCItlNG UD) t8' BOLTS TO BOI.i FPAME ? ECCENiTOC TAP b o
p ~ CURB MID ` t t ~ CUITER~ SIDEWALK FlNISN TMASTa SEti ~BEIWEEN . UNR iv FlNISN FRAME ANO SPACER. ~ SEWER AWN
i ROADWAY r MANHOLE STEPS 'F"-fL " 5_EWEA W1w STANDARD N0. 7.01 FLOW ALONG A VERTIGV. WALL NOT OVER THE
IViF' 1 I i~ :•a•.::i. ~:.i.i~i:~ • COPPER P wiLUENTOAEFFLUENTPIPE 17 MIN 4' OM
S40 p2 BASE COURSE I • ~ TYPE'K SOFT 17 MIN y.._..__._ _ . _ _ U vOr ~ENNCASE~uEM - C 5~ ~ J IAWC avF A roan (PAYED AAEAS) ~ ~ ~ ~ ~rw oar. s>c. ew.ox t7 TNICIWESS I-T, r.....i.:. ir.... 1 AT JD00 P.S.I, a' ~ (UNPAVED AREAS) ~ ALL tlFt HOLES WHICH COMPIEtitY PENETRATE OR THE MANHOLE SHVJ. BE FllLEO WITH NON- . 5' Du sNRwKwGCROUr. RI88ED PVC PIPE PVC AND AB$ PIPE
rrwt cAAtt, t M;o ..f.... AWN ........::::>:;:.:..,.,....:.......•....:.......:°..............~::•::~.::•.::..:;.'r:..-:;•. rwa curl A xo00-- ! CONCRETE rDI ca.r. sio. e•.... rq aar. Sto. claw H OR HB BRUMINOUS i::•iii7:r.. ~i i.~;.: VALVE 80X (PAVED ARFAS) - Z-O. , ~ a' AT~J000EMEM .L ~"'"~::::.';7.":.`. CONCAEIE 1Y TNK:XNESS 12, ~ . TAMP`:::::::..;;:::~s:::::a~~:;:...... ,y~ ED BACKFlLL ANGLE LET 18'z,B' N0. - - .0-RwG-JOINT . r OA BUTYL RUBBER JOINt 2~STNNLESS STEEL ~BANOS 16'z1B' N0. 57
o~ a..u ,•i INrracm it u+v ~;r.!X H OR NB BRUMWOUS ~ ' VALVF X WAND 5101 WASHED 5TONE _ _ _ _ _ OVI SADDLE
~ iALPFD BAF]tFlLL CONCAEIE ~ COVER ND1E 10 CONRIACTQR~:': :`r.'•+~:•~•^ TAMPED BACKFlLL ~ • . KoT ro crsro s' Rau s' ro sa ~ ~ ara sa vALYE BOX SHOU}L.•.iiO'L•:•. ~ . ~ d . r R ~ CpRACT 4AW oa.'.YUNtF:ifi:ir?ii:•°" I'-4' ttP, SPEC4+1 GASxEi BY THE
Y I •....:.:.:::::::::,c:: t - PIPE MANUFACTURER WRH RISER SEICON SFAUNT APPLIED UNR NDTES: TO BOTH SR1E5
F , ° ~ . _ r s _ _ _ _ 1. PYC saVEllT CFAIENT sHyy
T r zoo n~ ccwwf ~ TAMPED flACKRLL BASE UNR__
SLAB DETAIL sate oEraL t. DJJ'. NAY BE USED FOR VALVE 80X E7(tENSiQNS. 2. ABS SDLYENT CEMENT SWyI, BRaK k N~ItAR INYERt gE USED FOR ABS OR PRECAST INVERT SAWLES, SEWER !WN
~ ~ rW ~ ~ f ~ ~ 2 YuvE OPEMIINC Nur NUST BE EXTENDED $O K IA•a5 n K+ sa r+o name SECTION INAT THE DFF'IN S NO GREATER THEN 5 FROM p1 MEETING SPECR'ICARONS , ~ PIpE a', J. 1RUSS SADDLES SWW. BE USED EtOW ,T Wt(fi TRUSS PIPE
If oliRw un w ~ Ur ~USWC A WWUFACIURER MPROVED u ~1 ~
3. PRECAST COHCREFE ENC4SEMENT S ALLOWED DIES: ~ OViSgE aF PAYEp AREAS. Ui U7
~arri wo~r soirmiwwas~k u~ nnlaa rro ~ 'r ~ 5 BEDDING 2 STAINLESS STEEL BAEaS ' DUCTILE IRON PIPE
. _ 5~"r: ir',. _I'i C L 8.)i F•!`:':.LiLTI0i4 5 '`UFG`) ~~`x ~dtD !dEiER PO/ Il1STALLATiUN
II '.i ',t. SEV, iAIt:-1,;. t0~;V,.~fl(,!tS S{AvC•.dru c,°.Ei:~l ..Q;,{I',>c'n~ p,;A3';iIOL~ ~1T:,lC;~P~ . ,,!'Fa>ri - , r ,
- . Gl1C MILK
COMPACTED BACN FW. COMPACTEp BACK FlLL OMPACIEp BACK FlLL _ ( ~ ~ ~ ~ ~ ~ ~ ~I7 i
TEE OR C006S WATER i1CH1 PLUG
/ ALL-T!(IREAD I ~ ~ /\\6 STEEL ROD CUT TO ' ~ ~ ENNR SERWCE SAME MATEAYI UlkESS IN PAVED AREAS . (WHERE THE WYE, BEND ANp R45ER MUST ilE CAST IRON) I
--a I- ~ !\C ~ I f A5 I I ~ I N / CURB AND
\ ~ U DISTURBED TRENCH WALL 1 CODVFA~OIE RtNC 4 CUTTER I FlNISN SIO ~ ~ GRADE
I \ Y TU , un~mmraurunuua y ~ l PAVCMENi STANDARD PRECAST MANHOLE { WN. i
I 1 ~ ,y ~~\l ~ _ 'U 1 I
IR ° I ~ /\?::ri>iir;i:z;;e'~:4t-_?:'Y\ INRUI ~ ~ ~ :;::::?;r~. i . ~ I „ I..-1/8th BEND CAST OR DUCTgE IRON ' A f . 'i~~ PIPE TEE WIIN CUT-OUT : _ ~ ~
1'-d YJ. NPPLE SPRING UNE 3~~~f ` SPIDNG UNE w1IN CWOS (uW) OF PIPE 'S2;y/ EMBEDMENT ' ~ :1>;,;.,~ NAIERIAL Oi PIPE ( CUSS AWWA-C110 y M Of,1_O1L__^_~._ ~ WAlE4 RCHT 5=uaw'iOIA W PAVED AREAS _.....1dIN!!~4.- PLUD
CONCRETE BLOCKWO \T HAUNCwec \ HAUNCNING . r HMJNCNING • ' I/Id OR 1/8 " ~ EMBEDMENT D.I.P, COMING IN WITH 7HREADW BEND
I I i I b i . ; eEODWC ~ • ~ r BEOIXNC I J6 ~ ~ ~ MATERIAL FERNCO COU%1NC FOR PAVEp SURFA ~ BRASS PLUG OIL { REDOING ! PIPE TRANSRaN. L.;, COiAPACTEO S s;: MRUMUM .fMIN I Y - eMAw
U~ E x K TREATED POST ~ ~ / 1 i z IT TREATED LUMBER L-+ ~ ` ~ GROUF SEE ENCASENt?!i TAP TO BE MWE ON THE TOP QUARTER OF i CAST IRON OR THE MAIN. IN LINE WYE IS THE PREFERRED
- _ RED & WHITE REFLECTORRED BR4KJ1 ~ p a ~S PANELS TO MEET NCOOT STANDMOS ~ T STANDARD BEDDING DUCTILE IRON PIPE METHOD FOR SANRARY SEWER SERVaES. :DOING ~ , DUCTRE IRON PIPE
FOR 3' TO 14' DEPTHS ANO S9EaFICArIONS. SPECIAL BEDDING PANELS iD BE NAILED TO POST NOTES: K Z ~ FOR 14'-20' DEPTHS DEPTHS CLASS AWNA-CIS1 PIPE SIZE FOR DROP TO FOWL CAST IRON ' INFLOW SEWER PIDE SIZE i/stn BEE10 OPTIONAL CLEAN OUT •
' WITH t6 PENNY IiALVANIZEO NAILS. 1 BARRICADE TO ~ ENRRE r ROADWAY NCLWRIC CLA !CURER. 17 1~ ~ ~ MECH, JOINT OR PUSH- ON fRTWGS. f0A NAWI S~ML~SEWER S WHICH AR 14 TO
T ADVANCE NAfBMY' ppe RI{-1 (DEAD END) Ir 6 ' SHALL BE PILLED JU1T APiit UST Zr - . .....rs;~::: A1E BELL, TO BE USED. WELL AWED AREA) fiRYtCES E 20 FEET DEEP SHALL REWRIE BEDDING IN ACCQRDANCE SAW- CUT OR DRILL ALL HOLES CAST IRON WYE flNISHEO r,.I BRA55 PLUG WRN OETML 7.18 FOR FLFJt>8LE PoPE. SERVICES OVER
WTEPSECTXSC STREET. B EMBEDMENT WTEIIILL MUST BE CLASS I FOR PIPE AND BOLTS. 20' AND UNDER 3' DEEP SENLL REWIRE O.I.P. BE CLASS I ED STONE I$ TYPaAL1,Y USED) DROP-MANHOLE AWRIATORY WiffN
1198 ~ (N0. 87 OR N0. 7M1 RIlGEO STONE I$ TYPICALLY US L NOTES: ~ QpEDMENT MAIERML SNAIL BE COMPACTED TO A I. ONCE IH5TMIFD Alp iTCNT, TIE STEEL RODS 1/R) BQTS SHALL MBWIUM OF 90x SGNOAND PROCTOR DENSItt FOR . BE COMPACTED TO A S 6~~ BETWEEN INVERTS 1' THICKNESS THAN J00 pai CONCRETE ~ ~
~ COATED WTM 2 COtl4 Of iNUW0U5 BASE PLANT. LASS I LUIEPoAI. 2 SEE STANDARD T1wRT aOCK ® ® REFERENCE SECTION 7.OtC FOR EMBEDMENT ' PROCTOR DENSfiY FOR 7-- STMtXESS STEEL. STRAPS SHALL BE USED ON T uE DROPS GREATER THNI S FEET AT SIDE VIEW {
YATEIIIA! SPECIFMA1gN5. 3 CONCRETE SHALL MDT OOMGCT BOLTS OR ENDS OF ALL SWRMY SEWER LMES OVER FOA EMemMENr to 18 INCH wtERYALS. TOP VIEW pT
IECWWICAL FIIBIpf. 20 FEET W DEPTH MUTT BE D.LP, TEMPORARY BARRICADE fOR DEAD END ROADS S;;,ItiO,•Itl, ,+CD~L, OtER 20 tT3T W
BEvCIi?~ FOR FL ,''.S-= SE'/'. ~ ~+''s: "%'.r^.": „ErrER %iPE
'~',1td:.;•.KC ii:.kl .~'11F-'P T."(: ;.";C' SE~':I'°. 0
IRIOIgMBEp B ~(Jaoo Psy
(]D~oo vsl. C'~ N
I _ rafxpl aKl ~ N4IE~
r . x x ._'.1~~~•' ~ lrw. EITHER SOLID BRICK , SOLID ~ ~ ANCHOR ; .iI ~ O.I.P W.?. IA1Y BE USED. C0.S1 CONCRETE I K
MAIN p vMiES ~ I C I I I MAw STANlMRO STEPS REQUIRED 0 16' O.C. I J ``;~14, I
5 I ~ _ _ a IAIERE DEPTH EXCEEDS . rwrto Iatletu sro. MYeatF Axc Mro USE WN. J000 P.S.I. CONC. MU( ' R'W°EaupL[DUFIM~ QQ O
_ ~ ~ I ~ caw Ira oFUA za1 - r~~j'?T,~ r~'~~~-~I--T~ ~ u~cYVR°EEC io rarweaR µ K1E DMENSIUSEFPIPETOK PLUS 11`. xi TYPE aF I
III-~ ~ I ~ I~ ~ TITIDCN IIIAIL U ~STURBED ANCHOR RNC a7wn.. II_~II-:~. ._~II-.il. ~ P SECTION cows : ~uER r siaNE saL I
, Tar aF cLr7ER
' LE55 i11NI J'
N~ue~u w CONCRETE SLAB caKllfrf sue ofsKnfo ra ovelm Aaaec « .w t7L I. ! D.I. PIPE ~E A C K - -
I ~ R RI FOUR
~ IT < f IY r r-D' r ONE •il ~ t'!'' . _j_ I rte' r-D' 7 ' i I y ~.E.' ° t u J Ufi BOLTS i J"- Y
.1. Plo I 1'-t I'-D' 1 ONE I:C .'j~, (
I ENO VIEW K t' I'-D two ;~I. ~ avn. avfxKO r.--- two ~.A-.^'.~ 1•-tl S/{ LPL 1 BOTTOM Of ~ t,-tt11~, (\1
Two ~ I coasF CROSS SECTION COYER I ~ t/7 I
A -J 1171 REINFORCING CONCRETE SHAD BE J,000 P.S,I.
CONCRETE ENCASEMENT NOT REQUHtED WFNN PPE IS Ai ~ 1~4.TES, ~ e,, LEAS' iNPEE FEET UNDER E OF CREEK BOTTOM. TO 16" MAN6.1T-N0.1 BARS ~ A• o i.. I a::: 1 7 I/2' ^ I \ ' I ,,tttunEETUrq A A ~ !!,,ttV'~I t
W 2O' TO 36' IAAIILS.IT-NO.B EWK _ BARS PWCED AS 4gwN
PLAN
SECTION _ ~ I V ~ ~ ~ v . .
zaasl Facel,f :1 ~ ' J` S(~4C.I;~I try' ,.i_~ ,r,'{ r ~'_..•°,ilP; • pt
STANDARD OC7AlL NUMBCRrHS62 DA7f RLHSlONS ~ ~ ~ 6LR;HS62 1~ a
STANDARD YA20 INLET WITH CONCRETi` 5L48 b d ~ . ST.W7t1,-~_ Li:~.A;H(1 4~;n,r ~y~: ,~n;;i:~,
'A - _ ~ ~ - - ~ ' ;;TOWN Of ROILY 5PRlN¢5 ENGINEERING DEPARTMENT - ,,tA ~ .
'P~F,?EtaEAtAa``/
I I I I ~ I +(;ci'cILI".', (;:r`r'i'~lc of OCf!i'!C Y'' Y'. I I I I IpLL PPE TEES & ` NON SNaNIDAxi oPIBE aD
I C I I I I I I OYL K ~ 4 y Z2 V7 t l l A• I DEAD ENO$ BEND BEND BEND / I I I I I I) BEND «F"/01i arEn ENO ~ «FANOGT
IQII I I - e SERVICE tJNE ~ TEE
I II I I T/J 1/J I/J I/J 1/J l~ll I x I LEE
I I I I~ I s I/J I/J T/J I II I ~ I I/J I/J STEEL STRAP ~ d
I N B I/J t/2 I/J I/] tp I I I DOWNSPOUT tl ~-DOWNSPOUT
t ~ I i ~ L--------------_ 10 2/J J/4 t/Z t/3 1/J STRAPS 1' MAK STRAPS J' MAK
~ \ waTH 1/B'
1\ \ 'wHCE:CF'A;R SXlfwPU( ~ \ IT J/4 I.0 T/3 I/3 - 1/3 RAMP -------7^~ J u f.0 MANHOLE Wu1 rIHICKNESS d' stm. STRAP 9G BEND { An'~~'~ N
\V A~ 0 Pgt~OSE HYI~R~NT I/3 ANCHOR 801T5 TO THE MANHOLF7 _ .1'MiL
« \ r NW. IB I t/J Z.a Lo ,/T _ _ _ _ _ _ 5' uAti. I 1/3 , IM'ERT SHED 90' OEND MMN N
IppISTURBEDFMM I! ~ ~ INVERT SHELFl
~ ~ ` - CURD AND G ~ R 1 2/J T I/3 1 1/J T/] I/J U
J' - _ NO OBSIRUCTK)NS W ~ TA Z.0 J.0 1 14' aiN, J' THIS AREA 2/3 f/2 ZY wx. e c ~ Z
Te J.0 4 t/J 2 t/1 t tp Z J / uNBIOLE BOROY ~ MANHOLE BOTTOM ~ •
'CONCIKIE SHALL BE JD00 P.S.I. MDL NOTES, Z
~ETE SHALL CDVER NOTES: BaTS oR cLANOS. ur 1. PDANO CONfiCURATKIN 70 8E USED ON ALL DROPS OVER JO', l ~ `O
LOCATION SHOULD ~ COORDIwtiES W11H NCOCT 2. DROPS TO BE CON5TRUCTEO Of A&S, P.Y.C. OR O.I,P, PIPE. 3. SERVICE LINE MAY NOT ENTER MANHOLE
ALONG STATE MARITMNEO ROADWAYS. 0 THROUGH CONE SECRON Op Its JORii. 4. THIS OETMI SIIA11 NOT ~ USFD fGR (y
;iTAF11:::-D ~irr.i;jjf: ~iL:r:51O!ci FORCE MyNS. . I.
M U
$ii~ii%AI?li ihil;lCti TJ~?l;r 'r (lc ..n;Jifi~k'i ~ yl. N ....:ER :ic.R1'I ~
15'-0' NAK. GOYOt
PAVEMEM I w I IYW SIZE Elp M[ 7RE I
_ i r
a OR BQ1E5: {'-1Y SNE OIAIIETER A5 MAIN nK I PNA~ LWE HYORMIT TO BE 6 itTICK CONCRETE
PLACED wlRl PIIIPQI NOZZLE FACRIC nE tIOIIESr tune. 'c It
Ie' k GREATER APPOOYED BY TOWN ENCWIT;R SHIE H~--`-IN PAV'E-Fl
N CONCRETE ENCASEMEM InT v 4
U ~ t4 JOIM MAX. CURB 8 f1N151E0 w11E11 BLO'w-OFF IS 0(POSED A IRAFRC, I 0
FiRAOE T}E OET/0. FOR a PAVED A1G LOLL DE USED I I RQAOWAY GUT'iFA ,J,T~ ~ EVEN i tHE ~Ow-OFF 6 q19~ iNE PAVEMENT. ~E WN 2'-0' wx FIANCE CAP Q
CAST IRON VALVE BOX ~ Otl~tF11 GROUND uNE - N
. CANCAETE~'' ~ - W M
TAMPED } 6.iAW.>... I _ ~ ~ N ~
.i.. ~ ~ ~ ~ { ....'71 ~ a OR ~ rn
m i qy Wk%" OF 6 CA L STANDARD VALVE BOX - PHASE LINE
• 1 ~y I 3/4" BRIDLE R00 k ROD COLLAR NO. 57 STONE I =J MARA IA I
SEE T.O.C. STD. 6.C5 . d MECHANICAL JQPIL FOR ROD SIZE a; z
8' GATE VALVE E i +S.EESDOIDIM u~ :u
MAAN LINE TEE DUCTILE IRON PIPE MWI/T3CBYOATMC i o000 3000 P.S.I. 'J67 STONE
CONCRETE THRUST BLOCK 1/3 C.Y. AT 3000 PSI f- D' N NOOOOTESIll 1. TOP OF BLOCKING TO BE Y FROM HYDRANT riEEP HOLES. 2. HYDRAflf TEE MAY BE SUBSRRREO TAL 6.10 CL ~
N
FOR O.I.P. NIPPLE ANY ROUSED. CONCRETE
BLOCKING 0 3. TAPPING SADDLES MAY BE USED INSTEAD ~ i OF A TEE FOR WATER LINES LARGER TFWA 16 INCHES.
SIDE VIEW UNPAVED L=nJ irIhyla'i !ii ;J ~s of &
I STA1i'A+!•:C% F;l,r-~','r...r:i: r d5_41t:i
W N
_ _ _ _ _ _
~~pnm,
~ / ~ Hit ~ w da not top tree N''' F j';J • • ~
,lam ~ \ ~ ~ ; / \ \ \ J \ hole diameter ~ 7r ~ uD to 2" coi.,twice boll diem.
greater than 2", 2~ larger than boll ; ej r. " ;
/ 2 pieces reinforced rubber hose ~ I ~ ~
12 go. golvanixed wire ~t allow for deflection ~
~ \ \ \ \ \ , \ \ \ . \ \ 411 1410 ~ ~ I 2"x2"x9~ treated stoke 2"x2"x6'
\ ~ ~ \ ~ 1 l ~ \ \ X412 • ~ \ \ . . \ \ \ ~v v .v y 1 I ~ 1 tamp bockfill in 6" layare bockfill with excavated material
\ ~ 413 / I \ \ \ ~ ~ 414 ~ 1 ~ ~ \ ~ 1 I and 57. moz. organics I 4` mulch as specified
• \ \ ~ ~ . ~ \ y- 415 ~ 408 . ~ ~ ~ ~ ~ , ~ t 416 / i ~ ~ 1417 ~ undisturbed subgrade /1 m ~ n
~ ~ ~ ~ 418 ~ \ \ \ ~ \ \ . ~ i /407 settle all plantings with water F~~ Q
, ~ . ~ 419 ~ ' remove burlo and wire from top ~ tit LARGE TREE remove reinforcement after 1 year SMALL TREE ~ fV ~ N
carefully prune all damaged roots and branches ~""I ~ ~
? ~ ~ ~ 446 ? - ~I1-RO ' 4` min. mulch layer z ~ ~ U ETrz
~ / 40 set top of root ball 6"-8" above grade ~Al a ~ gl prepare entire bed, not individually. ~~1 W r X ~
~ ? / 1. ~ 328 327 ~y ~ 6 9 SHRUB ED PLANTING DETAILS d u. I 6 PLANTING N ~
p ~ 329 t, / 6 450 ~ 33 ~ 32 451 ~ 404 U p
I I / ~ ~ , ~ 452 \ ~ E ~ ~,o ~ G NERAL PLANTING NOTES ~ ~ .
325 448 ~ 6-Po 422 403 4 ~ h~ I Q~ 1, VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE ~ ~ ~ Q
447 ~ RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL OUANITIES SHALL BE C REQUIRED ON iNE PLANTING PLAN. ~j ~ T
402 . ~ ~ i 2. ALL TREES, SHRUBS, ANO BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS ff_ ~ ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ~ V v Q ~ ~
_ ~ 421 401 f I 3. All SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEOL4TELY FOLLOWING X E PLANTING. ~ ~ m ~
446 423 454 ,a; f 4. SEf TOP OF R00T BALL 8"-B" ABOVE GRADE, PREPARE ENTIRE BED, ~ 0 p NOT INOMDUALLY.
455 e f 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS, O W Q I 6. FERTILRE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED
458 324 I B Li Ai MANUFACTURERS RECCOMENOED RAZE. ~ ~ N £ C 0 AQUE ~ 6 ~ - 25 TYPE P 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. a _ F- lA ~
456 317 ~ ~ 445 / THOROUGHFARE BUFFER f L 9. ALL RREESBHAVE BEENVLOCATEDMWITFITRESPECTSTO PROPOS DIORDEI<SITINGTOABACnESUNG.
~ \ 457 424 ~ al / / i 318 f OR STRUCTURES. 10. OWNERS SHALL MAINTAIN ALL PLANT BED5 AND PLANT MATERIAL IN CODD HEALTH, AND ' ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED
~ 444 ~ 443 VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS Of THE LANDSCAPE ' ORDINANCE.
~ /a 425 434 ~ ~ 323 tt. REPOkT ANY DESCAEPANCIES TO THE PROJECT LANDSCAPE ARCHITECT, f 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
319 ~ ~ ~ ~ 114 t OF THE PROJECT LANDSCAPE ARCHITECT. I ~ 13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
~ 6 ~ ~ 42 ~ / 113 ~ ~ i ~ r1 ~
~ ~ - 427 / / ~ ~ 320 112 ~ i ~
428 316 / / 111 I f J 1 110 ! •
322 433 134 ~ ~ 1 / 429 r ~ ~
/ I 435 432 133 ~ f ' NOTES:
32'1 -~1 ~ / 43t / ? o l ~
315 442 ~ / 132 134-LP r ~ ~ I, Street trees shall be provided at 40 o,c. along both
~ 107 i ~ i sides of all ublic streets. T ical street trees shall be ~ 1 p Yp oaks, maples, elms, zelkova, crape myrtle and cherries,
338 136 / ~ / ~ i/ I 2. A 25' undi r ri r r shall be rovided, stu bed pe mete bufFe p
441 314 a 116 130 ~ ? Any portions of this buffer void or deficient of plant
/ a _ / 117 ~ ~ / material sh l n Il S rin s / ~ all be p a ted per Tol.un of Noy p g
` / 129 / i 436 339 ` o ~ 12-SO / LIDO Type B: Semi-OpaglJe planting requirements \ i ~ ~
137 / / 313 i ~ " 188 If ve etation exists It shall be left undisturbed unless ~ ~ 9 ~7
/ 128 / / 440 _ 161 1 / additional plantings are required to bring the buffer up to 186 I a sem i -opaque level .
160 -R ye ` ~ 162 I / ~ r n ~ ~ ~ Any emoval, relocation, replacement or other alteratio
344 / 7 ~ 118 / / 437 / ~ ~ to the lent materials located in the buffer elan
312 ~ ES /159 438 185 - - P 9 _ ''~0 Optimist Farm Road or Pierce-Olive Rd, shall folloLU the
/ I / / / - / ~ ~ 439 / 158 126 104 planting requirement s ecified in the TOLUn of Holly Springs P
341 56-RM / 139 I ~'4_ ~ LIDO for Type C Opaque Buffer. These plantings must be
i ~ ~ /157 _ 184 - - a roved in LUritin b the a licable homeoLUners association I pP 9 Y pp 1
- - - 163 ~ / ~ < i 156 125 . , \ \ if any, and the TOLUrI of Holly Springs prior to such removal 103 191 ti ~ I relocation, replacement or other alteration to the plant
- - / 164 i ~ ~ ~ , ~ 342 ~ \ 140 / \ ~ _ _ materials. Dead or diseased trees or shrubs located in the
155 \ \ ,a,., ~ j ~ buffer shall be removed and replaced Leith appropriate
310 • i ~ ~ r 165 ~ 102 ~ ~ ~ replacement trees or shrubs, subject to the approval of the Z
123 122 i ~ '~2 _ _ Dept. of Planning and Zoning. ~i
~ - / 166 141 121 ~ ~ ~ , I / I I . \ "r ~ TEr 3. The Torun of Noll S rin s reserves the ri ht to 6~ Y p 9 9 ~ 0
\ .Y ti r 309 124 . \ ti - _ i 167 ~ , v L ti 194 I 101 C0~ regylre additional vegetation in some undisturbed - d"
/ y , 344 153 ' . ~ ~ E buffers. ~ ~ d- r
\ 142 143 +~[Q]e~ ~ ~ ACl I ~ N EA° -
/ / 308 / i s ~
144 ~'h ~ / 169 z ~_r v t11 0 I
• 219 ~ /145 ~ tri ~ ~ ~
/ 152 ~ f ~
307 ~ ~ ~ ~ ~ ' ~ 176 \ ~ ~ j ns ~ ~ ~ S ~
• 218 p / 22 \ ~ ! 'J1 ~
~ / /147 \ ~ , \ ' ~ ~ . 't I I ( 1B1 ~ ~i PRELIMtiNARY PLANS -NOT fOR CONRTRIJCTION sT \ ~ 180
30fi / - I I \ ~ - I ? 173 n4 ~ \ / ~ ~ n2 , , / , ~ ~ THIS NOTE WILL BE REMOVED UPON FINAL ~ I ~5-PO ~ APPRO'VAL OF GOVERNMENTAL AGENCY APPROVING 0
217 148 , I I ~ \ H \ 7 E PLANS ~
/222 / \ ~ _ _ J - - - ~ p0 NOT BID THIS SET OF PLANS UNTIL LABELED c0
305 \ / _ - - _ 223 ~ - / / 1 i r, APPR01tED fOR CONSTRUCTION" TONY M. TATE (y ~ ~ ~ LANDSCAPE ARCHITECTURE P.A" 15 IN NO PART ~ N ~ ~ .rr.~L RESPONSIBLE FOR BIDS OR BID CHANGES. 6
~ 6-L ~ i t i M•ii rM 301 r 9 25 UNDISTURBED - x
224 ~ 151 / 150 / 1 L108 i L108 N 5 5HA L OBTAIN 0 PERIMETER BUFFER OW ER/DEVELOPER/ URVEYOR L
304 no 216 / 225 ~ I FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER fQ PRIOR TO CONSTRUCTION 5TAKING.
/ / +~7HE CLIENT SHALL BE FULLY RESPON5IBLE FOR ~
302 22s / / / O(o6q-75-gg33 THE EXPLORATION AND IDENTIFICATION OF ALL
303 ~ 358 / 227 BOBBY AND BEV RLY PERRY / 201 e~G ~ SUB-SURFACE CONDITIONS ON THE SITE AND ~ F SHALL PROVIDE ANY AND ALL INFORMATION TO N
• I ZONE R-30 215 THE DESIGN TEAM.
~ / / 228 I I RESIDENCE / ~ ` ~ ~ L ~TNE CLIENT/DEVELOPER SHALL FULLY REVIEW -a-~ v
' 229 230 - - AND UNDERSTAND THE INFORMATION DEPICTED ON ~
357 / ~ 202 - / THESE PLANS AND SHALL APPROVE THE RELEASE 0 OF THESE PLANS TO BE SENT OUT FOR f-'
- ~ 213 I r- 1 / ~ C ION 4- Q- GONSTRU T ~ (.L.I
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i2 I I ~ - 353 355 / 354 ~ / w ~ THIS DRAWING IS THE PROPERTY OF ~ TONY M. TATE -LANDSCAPE ARGHITECURE PA
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f - 210 WHOLE OR IN PART WITHOUT PERMISSION. V~ ~ ~ti
/ - ~ / 209 / i~IT IS NOT TO BE USED ON ANY OTHER PROJECT
/ I 208 07 20fi 205 204 20 2 AND IS TO BE RETURNED UPON REQUEST. ~ ~06~G) ~ ; ~r.
I ~ 25' UNDISTURBED 50-SO ~ PERIMETER BUFFER ti
I REV1510N5:
_ _ - - 02/01 /03
35 66q-74-5400 066q-75-3767 03/06/03 -3767
ND ANDREA CARUOLO OBERT AND MARCIA BARB L11 _ Ob6q-75-4423 R08ERT J. HARREL r ~ 0669-74-5705 Ob6q 75-4153 J. HARRELI_ 04/02/03
ONE R-30 - MICHAEL AND MARY BETH JACK CARROLL AND WANDA COLLINS ZONE R-30 2 D MICHAEL GRENTHER •30
ESIDENCE 111 -1 ZONE R-30 ZONE R-30 RESIDENCE n ZONE R-30 ncclnG~l~r icE ~
SCALE:
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OVERALL IMPACT MAP AND STORMWATER DESIGN SUNSET PARK PUD PHASE I O1 IlV1rO111~.+~i1 t'~ O~'1SLl an S W rn n Z n n Z an s o ~ ~ - o ,
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JUNE 2003 D
DATE REVISION BY f