20021801 Ver 1_Site Plan_20021114

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~ / Asso i at , _ c es ~ ,1 ~ 1 ~ LAN D S CA
- - ~ / ~ } MacAI2THUR PARK ~ ~ ~ ~ ~ PE ARCHITECTURE !PLANNING 1l COMMON QPEN SPACE ~ r. ' ! 1` t 1, Ph°ne 919.676.5393 Fax 819.876, 5190 5000 Falls of Neuse Rd. Ste.408
/ / ~ ' i BM 1990, PG. 23 ` 1 ~ ` \ Email markrohmson Inds rin .com Ralei h, NC 27809 ~ ~ @m P 9 9
_ ~ / 1 ~ ; I r i ~
~ - ~ / / , \ i ' ; , ~ ~ i ; ~ \ ,~~tirNnrrrrry
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/ ~ ~ ~ ~ 1 ~ 1 REWORKANDRESTORE I§TING ~ ~ ~ ~ d~~
/ j ~ ~ z .J' ~ ,r RIP-RAPASNECESSARY 0 ~ N ~n:
~ ' ~ ~ / ~ MP oc ACCOMMODATE PROP,O`SED ~ ~ ~ ~ 5 ,f / GRADINGANOD GE. r ~ ~ \ ~ '%qR
- ; ~ ~ 6, F INVERT 0 348.50 ~ RO , . \ G.
. . - ! - 1 ~ ~ ~ ~ ~ , , ' ~ SEAL SEAL , I 1 , j
~ _ 1 > ~ P~ \
~1 V ~ ~ ~ i ; , ~ 350.38 ~ `1t~ ` ` ~ \
i / ~ ~ , ~ + ~ ~ , A
/ / ! ~ I p ~ ~ , ~ 1'
r' ~ / j - f ~ ~ ; ~ DIEHL & PHILLIPS P.A.
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~ \ _ _ - - - i, ~ ` + ~ ~ , ~ , \ CONSULTING ENGINEERS
_ _ _ _ _ , ~ - ~ ~ CARY, NC [phone]
~ - _ i i ~ - - I ~ ~ ~ ~ ~ ~ R 348.78
~ ~ ~ - - - - - - - - - ~ INV. 353.91' _ ' , - - ~ • l ~ ~ 3 J ~ \ _ _ ~ i ~ ~ , ~ ~ ~ ~ ~ ; , ~ ~ ~ , ~ ' CONSULTANT
' ~ - - _ - - - - - - - - - K - - -
_ - - o ~ - ~ - - - - ~ r I ~ ~ ~ ~ ~ NOTES:
_ _ ~ ~ I ; 1 l';1`. ~ ~ ; V 1
\ ~ ~ ` ' - ~ ~ - - Z - ' - ~ i ' , , ~ > ~ ~ 1. 'The information contained in the signed and sealed
_ ~ ~ ` . - PIPE INV'348.50 ~ ~ ~ ~ ~ ~ ~ ' n _ _ ~ , 3 ' , , yQ docume is should be deemed to be correct and
\ l ~ \ ' 't ~ - - - ~ ~ ~ ~ , , ~ g superior to electronic infomlation. ~-~=~t1i~Y-INVERT 12'~ , , ~ ' - , `l \
4P ~ > w~" ~ 1 I " EFFE ~ 349. ~ ~ Electronic irdomtation is a component of the instruments Cf1tdE.f 1~VER~ ` ~ ~ , t . I ~ .
_ , • 353:09 ~ ~ ' ~ ~ ~ ' ' ` ~ of service and Is only far the dlent's benefit on the 6.l
c w ' ~ m 360 i ~ ~ ~ , , , spedf~c project and for a spedf~c use. . ~ _ ~ 1' 1 r. r~ r. 9 'There is no representation of the suitability of the
~ ~ _ 12"CPP N w ~ I 5 . UVIT#FES ~ ~ p I ~ 3 336'-' i ~ ~ ~ electronic information for other purposes, of the
1 { 1 .61IO `U ~ ` ~ , EXISTING +15 WIDE STONE PATH ; ~NV.~54:1Z'" ~ ~ a ~ , 355.7 ; x---~,c-'~ ` durabiCity of the irdortnafion of the medium throw h
~ 1 Q ,i ; i ~ ~ ~ \ ~ i l i r ; ~ 1 ~ ~ g ~ ~ ~ ~ which the infonnation is furnished. . ~
} i~ ~ + ~ ~ ~ ~ { \ ~ ~ v' 1 ~ \ 'Any use for a purpose other than that for which the I~ ~ ~
- ~ f a - ~ ~ ~ ~ i ~ u. - ~ i , , o ~ information is intended shall be at the receiver's risk,
363. r ~ ' . ~ p f ~ and therefore the receiver shall protect and indemnify
~ ~ J ~ PIPE INU 355.90 ~ ~ ~ ` 1 i ~ -x x -x . EFFECTIVEfNU 356,90 p \ ~ ~ ` ~ ' the sender from an daims costs losses or lama . , ~ y sue. ~ • I ~ ~ ' ~ 'Transfer of the information does not transfer any license
~ ~
~ , ' ~ ! PIPE I 349.35 ; ~ ` ~ to use the underlying software or extinguish the rights BURY IN RT 12'. ~ ~ of the senderto reuse the information in the general
•4 1 TAIL DITCH AS NECESSARY / .50 H:P. \ ` \ ' EFFEC INVERT 350.35 ~ ~ ~ - ~ I ~ \ ~ course of a prafesslonal practice,
' , TO ACHIEVE POSITIV D~tI~AGE: ~ 1 1 ,
' ' ~ ~ ~ REESTABLISH TURF MEDIATELY. _ ~ ~ , ~ , ,t , 30 SY B RIP RAP / ; ; ~ ~ ~ ~ ~ \ ' ~ 5' MIN. THI KNESS OVER ~ \
~ ~ _ _ ~ ~ ~ 1 ILTER FAB G. / ' ~
/ i . ~ ~ 359.2 ' ~ ~ , u \ \ ~ ~ ~ i , ~ ~ _ ~ ~ v 6' ~ ~ \ .
~ ~ , If ~ - 359
i J ~ ry x '
j • i P2 ~ - ` ~ . ~ - 50 x 20' C~Jf~STRUCTION ENT ~ ~ _ ~ ~ ~ ~ RANCE ~ ~ ; ~ / ~ ~ ~ , BRIDGE _ SEE SHEET EC-2 .
',~i ~ - i ~ , - i. ~ ~ 365 PIPE I =356.80 i • ~ ~ ~ ~ ,
EFFE VE I ~ i ~ ~ '4 - - - ~ ~
i ~ l ~ ~ ~ ~ ~ ~
/ i, ~ i ~ 361 ~ ~ ~ Hp ~ ~ ~ ~ ~ ~ ~ / ~ / ~ `'~0 359.4 ~ ~ \ ~ ti MP-3
GO SY LA 9 ~ ' 36 ~ 15 N. THI SS OVI=R ~ ~ + ' ~ ~ ~ r ~ ~ ~ ~ 40 LF OF 60' FULL COATED OR ALUMINI ~ ~ ZED
FILTER F ' ; 4.r ~ ! ! 9 HP ~ ~ ~ f. ~ ~ _ ~ STEEL CMP WITH FES EACH END @ 1.55%. NOTES
i ~ PROVIDE 36X14 X22 D CLASS B RIP RAP DISSIPATOR
/ i - J ! ~ HP ~ - ; ! INV 357.15 ~ r' ` ~ ~ ~ ~ WITH FILTER FABRIC 1. No known wetlands exist in areas shown on ~ I - " - this Ian.
359 4 ~ , ~ ~ ~ ~ 360.3 ~ . ~ i ~ + Dso-6 Q1°-133.0 CFS VloextT=8.4 FPS p ~ J ~ , MacARTHUR PARK 2. Tree rotection f '
~ i ~ I , ' ' ' FRENCH DRAIN SY ' ~ ~ ~ ~ i ~ I COMMON OPEN SPACE p encing shall be installed ' ~ ' BM 1990, PG. 23 and inspected before a grading permit
i ~ ~ ~ ! ~ ! is issued.
' ' ~ INV 358.25 1.30 LF FROM HIGH INT (HP) TO LOVI )INT (HP) TO LOW POINT (TYP.}. ~ ~ ~ , ! ; ~ MP-4 1
f ~ ~ ~ 2.30 LF OUTLETS U ER TRNL AS SHC ' ~ , ~ ~ 20 LF OF 15" FULL COATED OR ALUMINIZED DER TRAILAS SHOWN. ~ ~ ~ °
~ ~ / STEEL CMP WITH FES EACH END @ 1.00 /o. " NOTES 02. ~ l ~ I , PROVIDE 5 X4 X22 D CLASS B RIP RAP DISSIPATOR
' IST NAG / 3. SEE DETAIL L-CD• 102. ~ ~ ~ ~ 1, ~ ' . ' WITH FILTER FABRIC
i SMALL i I l~ I I I ! D50=6" Q1o=0.6 CFS V =2.1 FPS
% i• _ ~ BRIDGE ~ _ i ~ ; ` 10 EXIT I.
~ ~ ~ I ~
~ / ~ / ~ 1.
i' / ~ i , . ~ .
i i;'` ` ~
~ ti
i ,
- -
MP-1 MP-2 LEGEND:
30 LF OF 60" FULL COATED OR ALUMINIZED 50 LF OF 15" FULL COATED OR ALUMINIZED
STEEL CMP WITH FES EACH END @ 2.00%. STEEL CMP WITH FES EACH END @ 1.00%. ® THICI~NED ASPHALT PAVEMENT SECTION
PFcJVIDE 24'L X 12' X 22"D CLASS B RIP RAP DISSIPATOR PROVIDE 5'X4'X22"D CLASS B RIP RAP DISSIPATOR ~ NORMAL ASPHALT PAVEMENT SECTION
WITH FILTER FABRIC WITH FILTER FABRIC 02/01/05 1 Review
D50=6" Q,a=116.0 CFS V,oexir=9.6 FPS Dso=6" C1,o=0.8 CFS V,oexir=2.4 FPS NORMAL 2 FT. SHOULDER DATE DESCRIPTION
REVISIONS
• , • . MODIFIED ASPHALT PAVEMENT SECTION.
ooaooo SOFTSURFACETRAIL.
~ ~ ~ STAMPEDAND COLORED ASPHALT.
SCALE 1" = 36'
CONCRETE PAVEMENT.
SHEET SHEETAND DETAIL NUMBER DESIGNATION. '
i e a r r n - ee ee wa ase x-x- SILT FENCE
own o a
APPROVED
a o arc Ana TOWN OF CARY ~ `
Project No. 05-SP-005 '
roved B Date
APP Y PROJECTIOWNER Planrnn9 Date
m EnQineerina Date
a ur a Section z Total Disturbed Area for the MacArthur Park section is 1.74 acres.
v o Grading Drainage Erosion Control
30 0 30 60 90
SHEETTITIE U
Z DATE December 21, 2004
SHEET NUMBER L-MP-10

i
1~ ~ / ~ / / ~
' ~ R SINE SS k o ins R \ , ar
/ i ~ t i , i / ,-THfCKN€S~ WRH FILTER FA 6~ ~ ~ ~ _ I i ate s
' E ~C~ONCR ~ ~ ~ ~ CROWN CONCR ~ ' ~ P OF W US 0 ~ , ~ ~ ( / ssoc • ~ ~ r ~ ~ ~ ~ ~ ' CTURE /PLANNING
/ ~ ~ BETWEEN S ~I~N r ~ ' ~ / / ~ i, ' ~ ~ i , , i ~ ~ ~~,v~ ~ ( / LANDSCAPE ARCHITE
i ~ ' TO S TE~~f BOTH ~ ~ ~ / ~ / ' / ~i ~ % ~ x ~x ~ ' ~ ' , ~ ~ ~ ' r Phone [phone] fax [phone] Falls of Neuse Rd. Ste, 408 / ~ ~ ~ ~ mat markrobinson mind .com Raleigh, NC 27609 / ~ . ' / ~ ~ fl/T E ~ sP~9
~ f ~ ~ -v ~ l ~ 1 ~ I '
~ ' _ - " ,50SY RIP- p ~ 1. } ` ' ~ ~ i ~ _ ' ~ / ~ ~ \
i ' ~ ~ FABRIC D~=6" ~ /
i ~ ~ . / ~
i _ ,
1 1 \ ~ ~
`ems _ / ~ 'l.,. , TW 36 .33 ~ ~ ~ ~ ' SILT FENCE ~ ati
=370. + ~ ,f t ~ k G Rug
' / ~ TW=3 .00 ~ I i ~ ~ l i - 59 \ ~ ~ ~~+l~u„u,,~ i , 3 ~ SEAL SEAI / , ~ ~ ~ 1 ~ ~
i ~ ( s I ~ ~ ~
/ , } f4
+ / ( x- ~ ! ~ r i ~ ~ ~ T INV.OUT 359.75 / ! ' / ~ c9 i / J ~
i ~ ~ a` ~ i / ~ /
i ~ i ff+f+ ~ J! i / ' ~ + / ~ i
/ ILT FEN . ~ : ; - ~ BRIDGE #MP2 ~ EG ~ ~ ! i ~ ~ ~ IEHL&PHILLIPS P.A. D I N WALL ` + Q SEGMENTP~L BLOCK RETA , G ~ ~ a ,
' ~ I ~ ~ ~ ~ CONSULTING ENGINEERS
i / / / f+ f+i l / i ' ~ ~ ~ ~ 467-9972 l i ~ ~ CARY, NC (919)
- BRIT P1 i I ~ ~ _ ~ 363. BRIDGE #M ~ k \ ; I l ~ I ~ ~ ~ ~ ,
/ / 4 f i } C' i , X-X- x -k i r ~ CONSULTANT
OWN CO~1C E IN TMIS , CTIONi ` ~F , i ~ ~ p.5 ,
? ` ~ i t ~ i - TO SHED W TER TO BO SIDE. i IN~IE . IN~ 360.25 ti ~ ~ ~ ~ i ~ F _ ~ •4 ~ NOTES:
I ! f C' I ~ r' ~ l ,
/ { + I / Y1 ' ~ ~p sw ~ / ~ ~ ~ Mi ~ i ~ 1. 'The irdorrnation contained in the signed and sealed
+ \ , i ~I , / I_ P-S~ ! / ~ ; ~ ~ <P~ documents should be deemed to be correct and
SAND HEAD 'L WITH WINGWALL ~ ~ . ~ 362. ~ P'~ , 3t3~LF OF 15 FULL A D OR ALUMIN~LE ~ ~ I supenorto electronic information.
~ i ~F. STEEL CMP WITH FE H END @ 1~, o. `Electronic information is a component of the instruments
PROVIDE 5' '~"~i S RIP ISSIPAZOR ; ; of service and is onl for the diems benef~ on the , ~ ~ ~ ~ Y
OOD AND METAL , ~ C~ i WITH FI LTA FABRIC ~ ~ ' / , ~ ~ , spedBc project and for a spedfic use.
UARD RAIL P / ~ D50-6 O',o-2.6 CFS ~ V T-3.g F~?.S~ ~ ; j , " ~ ~ 'There is no representation of the sudablirty o / r / i' i ~ ` % ~ ~ ~ electronic information for other purposes, of the
` i y , Q. r _ GP ~ ~ I ~ ~ ~ / / ~ ' ~ / ~ ' ~ ' - durabl' of the information of the medium through
~ / , i • ,1 , ~ , / ~ i , , " / ' c,~ i ~ ~ . ~ ~ which the irdormebon is famished.
~ r i - ~ / F ' ' ! ~ I ' i ~ ~ " ~ ~ ~ 'An use for a u e other than that for which the / i Y P~
~ \ ` - / I ~ % ' information is intended shall be at the receivers risk,
/ ~ , - and therefore the receiver shall protect and mdemn~y /
~ ~ ' / ' ; ' ! ~ ! ~ I ; ~ the sender from arty dams, costs, losses or damages, / ~ ; ! , , ,
\Q \ ' ~ / / i ~ ~ - / ; , ~ I - 'Transfer of the information does not transfer any license i ~ ~ ` i i ~ % software or eztin uish the ri hts / ~ i , / r to use the unded}nng 9 9
\ ~ , " \ / i ! ; , i ; ~ , , ~ ~ ~ of the senderto reuse the information in the general
RCP (2) \ ` ' - _ ~ ~ / \ ~ ~ / 1 ~ i i i ! i r ~ , , ~ ' I course of a professional practice, ( ~ r
J ~ , i ~ ~ ~ ~ ' i
ice---' ~ , % f jl . ~ f I ( ~ /
8" PEAR \ / ~ ~ ~ r / , ~ i ~ ' ~ i
/ ~ ~ i 380. ~ , ~~yy ~ ~ , ~ CONSTRUCTIO ~ ( ! ~ i ~ ! ,
10 PE~ / \ _ ~ , , ~ ` ENTRANCE , ~ ~ ~ i 1' ! % / ~
Y ~ ~ \ . \ \ 50X20 ; SHEET EC 2 / ~ r `/l ! EXIST)NG / ; ' , • . i SMACL /
~ ~ ' r l ! % , ~ , ~ , BRIDGE
\ TOP - 80.~ \ ` \ 1. 8 TC ~ . ~ / i ~
~ SLOP TRAIL 12:1 MAX: ~ \ @ , ~ ~ ~ ~ \ ~j\ . • ~ ! ,d~~
~RB INLET (2)', ~ ~l ( ~ i ~/!i / ! /
h ~ ~ h~ \ \ \ I / ; ~ %r ~ / i/~ /
2 PEA X81.32 TC \ \ 1 r I l r! ` / ~ ~ ~ ~ /^O i
81.33 TC \ ~i ~ ~ i ~ r ~ / 0 ` NOTES ~ 1 ' ' ~ / j
/ ~ ~ ti V A i/ / ! ~ I ~ ; / 1. Wetland limits are shown.
~ ~ \ 2 PEA ~ I ' ~ ~ ~ ~ / ~ ' ~ 2. Tree rotection fencing shall be installed
\ ~ { t \ ~ ~ ~ / 3" D ELM ~ ~ \ / i oA i / ,~;r~ i/// i , , ~ p
~ ~ v . 6 TC \ y~ ~ ! ~ " ~ . ! ~ % ~ ~ and inspected before a grading permit
~ / ` : ~'r% ~ l ~ ,'i i ~ ~ is issued. ,
NOTES
LEGEND:
® THICKENED ASPHALT PAVEMENT SECTION
~ NORMALASPHALT PAVEMENT SECTION
~ NORMAL2FT.SHOULDER
. , ~ . MODIFIED ASPHALT PAVEMENT SECTION.
SOFTSURFACETRAIL.
~ STAMPEDANDCOLOREDASPHALT.
CONCRETE PAVEMENT.
02!01!05 1 Review
SHEET SHEETAND DETAIL NUMBER DESIGNATION. DATE DESCRIPTION ETAI
REVISIONS
x-x- SILT FENCE
SCALE 1"=30'
0
Q Z ,
ase _ reenwa
ree ie a
z
own o a APPROVED
, TOWN OF CARY Q
roina a 0 a
Pro'ect No. 05-SP-005
Approved By Date 1
Planning Date PROJECTlOWNER -
En ineetin Date 9 9
Mar.Arthnr Park ~certlnn
30 0 30 eo 90 Grading I Drainage 1 Erosion Control `
SHEET TITLE
DATE December 21, 2004
SHEET NUMBER L-MP-11

n Ro inso Mar INV. IN 378.00
fates Assoc
INV.OUT377.45 LANDSCAPE ARCHITECTURE /PLANNING
~ Phone [phone] Fax [phone]D Falls of Neuse Rd. Ste. 408 1 I ~ Email maAwbinson~jnindspring.com Raleigh, NC 27609
I ~
W Z f ~~'''1 I ry,',, v > CARQ(l
J I I ~ N , o~
~ 1 ~ Q ~ v ~ RESTORE MULCH PATH AS ESSARY AFTER ~ , ~Q. ;
~ ~ \ , GRADINGAND PAVINGARE COMP ETE. ~5 n
i P-1 • ~ ~ s ~p h . 0 ~ w
~ 1r ~ ~ ADJUST TRAIL GRADES AS NECESSARY TO ~ •Ji z; o~ ti - ,
~ \ MEET EXISTING SPEED TABLE. ~
1 ~ 3~a wqR/~ I
OFT. X 20 FT. CONSTRUCTION I SEAL SEAL
" '`r.`-'ii-. ~ ? ,u> ~ '.ice r''i-, ~ ;J ~ ~ ~ n J- ~ ~ - ,p I ~ W I NTRANCE PAD. w
~ -T D ~ r ~ ..1 , tV ~ f.. J 1 m ~ - EE SHEET EC-2 ,
~ \ \ ~ ~ iM ~ ~~-i~.~-' ti
v'~~- 1 1 o I i : ~ I o
5o r ~ - BP-1 3 ` 20 LF OF 15"FULL COATED OR ALUMINIZE I s ~ VIN 373.80 )R ALUMINIZED CMP I I
\ i o 355 i OPEN FELD WITH FES EACH END @2.30 /o. woDDS DIEHL & PHILLIPS P.A. Io. I ~ WOODS ~ ~ /
1~ ~ - PROVIDE ' < 5 X4 X22 D CLASS B RIP RAP DI. I tiA ~ ON TIN N I B RIP RAP DISSIPATOR I ~ o~ C SUL G E G NEERS
- - - - - - - - - - - I ~ ~ WITH FILTER FABRIC 1 ~ ~ I ~ ~ CARY, NC [phone] ~ ` o ,
~ q i Dso-6 Quo-5.3 CFS V~oExlr 4.3 FPS i \ \ ~r X4.3 FPS I < ~ P-2 1 I I r„ ~0
11, I I r ~
~ BP-2 II I I CONSULTANT I 1 A 378 0 ~ I I ` D FEN E
_ _ _ _ _ ~ - _ \ I 20 LF OF 15 FULL COATED OR ALUMINIZE )R ALUMINIZED CMP I I ~ r ~ r ~ ATN c`;' 1 I C PAINIE p
_ _ _ _ _ _ - - ~ , ~ WITH FES EACH END. ~ ~ NOTES; SITE I BENCI~ MARK ~ ~ L ~ ~ ' ~ '
- _ _ _ _ - - _ _ ` _ _ \ ~ ~ ~ PROVIDE 5 X4 X22 D CLASS B RIP RAP DI, - ~ dsa6LE ~ s B RIP RAP DISSIPATOR OP 60 N IL I SET X'"' ~ 1 d ~ ~
\ WITH FILTER FABRIC ~ \ MAPLES ' I - " ~ ~ ~ ~ - D =6 Q =0.3CFS V =1.8FPS ~ 1. ''The information contained in the signed and sealed I QLEVI;aTIgN ~77 X1.8 FPS ~ ` documents should be deemed to be wrest and
\ ~ / s0 10 10 EXIT ~ \ v ~ A v. p ~ I I ~ INV. UT 373.56 I I I ~ , su rlor to electronic information.
\ ~ BP-3 \ ~ ~ " I I Woo ® ~ Pe I 1 3 FEN E ~ 'Electronic infornation is a component of the instruments
\ \ \ 20 LF OF 15 FULL COATED OR ALUMINIZE \ DOU~L ~ I p C )R ALUMINIZED CM I I ~ - of service and is only for the dient's benefd on the
\ ~ \ \ ~ a Doc,{v~e s ~ WITH FES EACH END. 3 . I speafic protect and far a spedfic use. I I ~ ~ ,
\ ~ \ ~ ~ / r~ ~ PROVIDE 5'X4'X22"D CLASS B RIP RAP DIE B RIP RAP DISSIPATOR J S 'There Is no representation of the suitabiTdy of the I I
~ ~ ~ivooDS ° • G ~ . ~ : WITH FILTER FABRIC \ ~ I I ~ C electronic irrlornation for other purposes, of the I I TA DI CH AS NEGESSARY TO
\ ~ \ ' Dso=6" Quo=0.2 CFS V~oexlr=l.5 FPS ~ x 1.5 FPS I I Cw durability of the infomlation of the medium through I I I ( ~ ~ HIEVE POSITIVE DRAINAGE. ~ th information is furnished. I which e
~ \ \ \ f ~ \ / ~ ~ V ~ ~ ` I I : F - ~ the ( ) ~ ~ I NV. OUT 373.56 Any use for a purpose other than that for which
l \ ~ ~ I I I ~ \ ir>fomtation Is Intended shall be at the receiver's risk,
\ ~ t STY BLOCK ~y S E ~ " \ \ UTILITY BLDG. v J I I I ~ ~ ~ and therefore the receiver shall rotect and indemn' I I I p
\ EL \ ~ BOND LAKE sox TYP ~ > r--~ ~ , I i I TAIL DI~H A NECE ARY TO the sender ircm an daims, costs, losses or dams es. _ ~ ~ ~ Y 9 I I I
\ \ ' < I ~ 7~ilEVE POSI DRAINAGE. 'Transfer of the infomlation does nottransfer any license r I I -
\ V ~V -~li< I ~ to use the underlying software or extinguish the rights < 1 I I 370 3 - - of the sender to reuse the Information m the eneral
\ n IIn 1 ~ ~ ~ III ~ SILT FENCE P. ~O 9 IfiTY) \ I I course of a professional practice,
\ VOLLEY BALL mll / " ~ ~ COURT m I t I woods I I ,
\ ~ ) r III II I - ~ 2. Topographic and property boundary information r ~
11 \ II within approldmately 25 ft. of trail centerline is I 1
~ II ~ FIL L WAREA W II L 0 S (THIN 50 FT. OF THE TRAIL I I ~ r ~ I from field survey prepared by: I BBM Associates
`11 Jam, + I i BETWEEN STATIONS 6+00 AND 8 50 TO LEVEL AND , , 1 I 527 Keisler Dc, Sutie 164
- II \ ~ , PROMOTE DRAINAGE AS MUCH AS CONDITIONS ~ 365 , 1 I Cary, NC 27511
~ ~ I . 6 I Field survey shows 1 R contours.
\ ALLOW. I ~ \ it / I '
~G \ II - - ' ~ 4" FRENCH I I 3. T is data beyond the troll cortidor is I~ ~
\ FIELD HP II from Town of Cary GIS adjusted to match
s ~ , ~J`t > I I ~ ~ 1 I W ~ I SOFT SURFAGE'TRAII field survey. CJl \
xy ~ II ' O ~ II ~ WILL REQUIRE CLEARING, O ~
" + II r~ .n v U II p \ GRUBBING AND MINIMAL 36 0 NOTES
~ ~ V II t? vi ~ 1 GRADING AS SHOWN. I
II < < II 1. No known wetlands exist in areas shown on ~ MOTE \ T- this plan,
~ 1 : ~ x cR I,,., ~ .^l ~ I I ~ \ ~ ~ Cleanng for the Soft Surface Trail shall be done manually. Tree rotection fencin shall be installed 2 p 9
~ 1i ~'Cj, n-%, n II ~ ° 3 \ ~ ~ No bulldozing of trees will be permitted. Stumps and root mat 6 \ ~ and inspected .before a grading permit
i , \ ~ ~ can be rubbed out with bulldozer or other suitable a ui ment. ~ ~ g q p is issued.
~ ~ ~ ~ " x ~ ` , ' Gr Iwo / \ i x x \ ~ A~ 1 I ~ ~ ~ ~ Fell trees in manner that minimizes damage to trees to remain. v
INV.~45.4 . x ~ ST I I \ 7 x x x /P \ \ x x II / x C.. \ \ The intended result is a narrow wooded path. R B NE
\ ~ x ~,.y x V / II ~ \
/ \ / \ ~~XF n IT 355 \ \ \ NOTES ~ woods \
/ / V ~ Y ~ Y ~ X 1. \ \ 0 \ RETAINING \ \
~ x'D rl a W P (TYP.) xx W ~,JIrVALI AROUND \ \ ~ 'n \ DIP BARS ~ \ \ \ ~-~J \
i O x ' ^I ' •
n2 \ WOODS 2A ~ ~ ,O MH ~ _ - , ~ \ LEGEND: O MH \ \
EX~ TING FRENCH DRAIN T REMAIN. , ~ T ti ~ ~N /j u° ` NV. IN T = 351.10 \ \ ~ NV. IN ( = 0.16 \ 0 THICI~NEOASPHALTPAVEMENTSECTION
~ O!>• ~R ~ / 9~ INV. IN i INV. IN (24"} = 3 .25 ~ ~r'%
PHEW FRENCH DRAINS - DA LIGHT TO CREEK BANK. L~a3 ~ ~ INV. ou 01 ~ ~ , ~ 92 ' ~ INV. OUT = 336.15 rv C ~ 0.0 ~ , NORMALASPHALTPAVEMENTSECTION
1 ~ ' 'v
/ - .3 , ~ Q ,~~0 OJO ~ ~ R ~ ~7 NORMAL2FT.SHOULDE
~ I 4 '4 \ MODIFlEDASPHALTPAVEMENTSECTION.
/ \ ~
_ / . ~ i ~ ~ ASH ~
- - ~ O ~s' o 8, SOFTSURFACETRAII. A ~ SqH~ ~C
ice! sA~i i''I ~f ~ ~ ~Tq ~ , STAMPEDAND COLOREDASPHALT. R
~ rs
~9j( ~ ' ~ / T S ~ ~ ~ F,yc ~ ~ i ~ Fh'F~°o CONCRETE PAVEMENT. \ R o~
F ' '8' - n _ - - - - wooDs \ woods SHEET SHEETANDDETAILNUMBERDESIGNATION.
~{I i~ 02101105 1 ~ Review
- - - J _ _ _ 354 ~ t J _ _ - - - _ ~ r . x-x- SILTFENCE DATE DESCRIPTION
/ ~ - - - - - - - - 35C, - - - - - ~ - . ~ y` a WIT ~ _ _ - ; , . ~ H FIL P•RAP.SLSPES, 25 SY OF CLASS, B 22 MIN. THICKNESS WITH FILTER FABRIC D50=6" REVISIONS
r ' , ~ ~ ' IN = 3 8.52 ~ LEGEND:
- . ~ i = ~ NITA ~ l a ~ , , , ( -l. ~ ~ti~ • i R~~i EXISTING -EXISTING TWIN 36 HDPE PIPES. ADD FES TO BOTH
` ~ END F ENDSAF BOTH PIPES. (NOTE: INVERT INFORMATION
~R THESE PIPES MAY NOT BE ACCURATE. CHECK SILT FENCE.
~ - _ ~ - ~ ~ 9 - INVERT E RAV _ ~ _ , , ~ ~8s - ass ?R ? , 9 - _ - _ _ ass INVE E EVATIONS AND REPORT FINDINGS TO SCALE = 30' ss RT L
q~~ ~ ~ = A . ~i, - - ~ LANDSCA s, LANDSCAPE ARCHITECT PRIOR TO WORK ASSOCIATED ~ FRENCH DRAIN.
- - ! 55 - - - - - oo ~ WITH THE . Tk~ ~ ~ `r D WITH THESE PIPES.) SHEET '
SHEET AND DETAIL NUMBER DESIGNATION. nW - aSe r ree a ee ~e a ETAII#
,ar° - EXISTING - EXISTING HDPE PIPE - NO CHANGE.
~ ~ ' 50 BY 20 CONSTRU ON ENTRANCE PAD. Wn
- ~ ' - f ~ -SEE SHEET EC-2 ~9r ` - - _..M ,
r ina ao _ a o
APPROVED Project No. 05-SP-005
~ H ~r~ WN F CARY ` TO 0
PROJECTIOWNER
Approved By Date
Plannin Date 011 a e Ion 9
tngmeenng uate
Grading, Erosion Control Drainage, Total Disturbed Area for the Bond Park section is 1.37 acres.
SHEET TITLE
DATE December 21, 2004 < < _ 30 0 30 60 90
SHEET NUMBER L-BP-8 t