20070617 Ver 2_Site Plan_20070716

SMIITARY SEVYER EA~IT \ ~ \ \ ~ i S ` ~ SITE ACCESSIBILITY NOTES:
DB 8283, PG. 1382
~ ~ ~ ~ ~ \ \ 1. ALL BUILDINGS WITHIN BOUNDARY OF THIS SITE, ~ ~ \ ~ ~ EXEMPT. SHALL HAVE "ACCESSIBLE ROUTES" AS ~ ~ \ ~ S• REQUIREMENTS OF "THE AMERICANS WITH DISABILI SITE, UNLESS ANOTHER WISE STATED AS AS REQUIRED THAT CONFORM TO THE
)ISABILITIES ACTT, FAIR HOUSING
~ ~ ~ ~ ~ \ ~ ~ ~ ` STANDARDS, AND GOVERNING HANDICAP CODE ST ~ \ ~~Ip \ ACCE~~IBILITY INCLUDE, BUT ARE NOT LIMITED. )DE STANDARD. THESE STANDARD FOR
TED.
~~~5~ P ~ w ~ ~ ~ ~ ~ ` ~ fip: MAXIMUM WALK SLOPE = 1:20 / • k \ ~ MAXIMUM RAMP SLOPE = 1:12 WITH RA 11TH RAILING
\N ~ - ~a~s pSti wv ~ (ate o~) - ~.oo ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ \ ~ ~ MAXIMUM CROSS SLOPE _ PER FOO ~t~'~ ~ ~ ~ ~ ~ ~ ` ~ ~ MAXIMUM ACCESSIBILITY ROUTE LENGTH R FOOT (27o)
r~oos 'co+rek.' wio es aao ~v our (e' op)~~ o.~0 6 g \ \ ~ s _ENGTH = 200'
cx~ ~4aaea ~r ~ ~ ~ ~ ~ ~ ~ ~ ` ALL WALKS TO BE BROOM FlNISHED CONCRETE U ~ ~ I 1 \ ` \ ~ t ~ THESE DRAWING ETE UNLESS OTHERWISE SPECIFIED ON
PARKING SPACES SHALL NOT EXCEED 2%
Mxs ',io~~c' ~ ~ un ~ ~ ~ ~ os ~ I ~ ~ \ \ ~ o~ _ ~a~,~a ` 2. THE PAVEMENT SLOPE WITHIN ACCESSIBLE PARKI \ IN ALL DIRECTIONS.
NIID 83 pdD 731.1~.T0 ~ ~ \ I ~ \ CONTRACTOR TO CONTACT LANDSCAPE ARCHITEC 1 6 ~ ~ : ~ \ VARYING SITE CONDITIONS OR DISCREPANCIES AF ~ REQUIREMENTS. ~HITECT AND SITE ENGINEER FOR ANY
.1.C7D.•.iOA.sp ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ \ ~ ~ ~ ~ ~ ~ IES AFFECTING SITE ACCESSIBILITY
~ OONiROL COIO~ER ~ 3/4' RCN PIPE FOINO ~ ~ , ~ ~ ~ ~ Sys ~ ~ ' ~
~~t~~ (Y)N: 7'.1.17306 ` x TED 10 YEAR FLOWS:
SYl'~0'~6'E ~ E E A710N (NAW ~k 6.'5.8 OTES ~ ~ ~ l O• \ ~00 3~j NV. N~1S" I~P~ ~ a• THE ESTIIdAAlED 10 s CFS
esk ~s5.es (mP aF ~ _31 5. 3~ ~ \ ~\S \ ~ ~ ~ \ ~ ~ ~ ~ ~ ` ~ e'~ ~1~ ~ ~ / ~ ~ ~ ~ °d>. ~ \ ` ~ 01~ t~ ~ PPOST3 2.68 CF'S. ;8 CFS.
` ~ ~ ~ ~ ~ I~F~EE \D~N6 ~ ~ ~ ~
ui co~tucnoN swu~ eE w ~cooawwcc~ wing ~ aF qtr sr~o sa~c~rnnows Mc _ ~ ~ ~ ~ ~ NOTE--*
oer~u.s t~v~u e. 200. ~ 2> rr~ ooNrww~oR sw~ usE c~ m ~vao ois onsTaic srt~w awe / ~ ~ ~ , BOUNDiARY INFORMATI ~S O , ~ t I 1 ~ ~ ~ ~ FROM ~JIERR1r 1lJRNER S~ ERR =ORMATION, TOPOGRAPHIC SUWEY BY CHASE. H.
DtMtlNC St~IQt L.NE COM511U1C710N. /!1 SAIiRARY SEMIER RPE 51REAM ADD ~ 1 ~ / ~ B ~ ~ ~ kTED: AUGUST 1, 2005. SITE AND GRADING P
DIS7UABANCES SHIW. BE PRDTEC1m NRtM 22' CUISS 1 RP-RAP MI(tFl FAB~i1C UlgERLMER. - ~ - / ~ 3) ALL MI1Ni0LES LOGTFD OU15DE OF PAVED AREA,> SIMLL WWE A RMI ELEVATION 0!E FOOT ABd11E 52~~ ~ ~ BAR R FNISFIED GPo1DE 13.0' (GmUlO) / ~ ~Br' ~w?m: u~ swu.~ eE s~ ~ara~ a~ ~ aF ax a u~ss s~aww on+~aw~. oower~~o Fnc~ a~ea+ao~~ / / X10 ~ TH~ROUGH~ ~ ~ ` •'~~sEis.s - - - - ~ ~ ~ `9~s ~ \ MP#2 SS~b TURNER do ASSOCIATES.
,~D~er~ wNn,(s-off ~.~4 ~l~ ' ' ~ 1 ~ , ~ y~o ~ 1
S) INAIER AUM~IS SFW.1 BE UID AT LFJIST 10 FEET lA7ERALLY MEASURED EDGE 7~0 EDCE fROM E~051NIC _ - - ~ ~ i ~ ~9~~ ~ \
OR PROPOSED SMiTAR'f OR S10RY SEMIER 111~N.E5S iF1E ELEIIATIOgS OF 7F~ BO~IOM OF 1FE INAiER _ ~ / lmp~~ ~ ~
MMI IS AT LEAST 18 NIf~ES ABOVE THE TOP OF 7HE StNER WfiH A FIOR~ONpII SEPARA710N OF ~ !1 AT L.FAS~ 3 FEET. Wi#RE A 1NATER YAMi AHD A SANITARY SEWER CR065. AIO 7FE VERIICJIL f I ~ ~ ~ / t
SEPNLITION IS L65 TFIIW 18 Np1E5 OR 7F1E MMIER LNG PA556 UI~IOER iFE aAlNiARY SEMIER. ~ r lT~ SfMIE1t WYN St1Al1 BEOULTILE MaDN PIPE. IILL 1MA7ETt LrEg SlIN.L BE Dt1CILE IRON PFE
a) ALL 1~A7ER SERVICES SFMLL BE 3/4' TYPE K OOPPER A!D ALL SEMO2 SERVICES SHALL BE 4' yr ~ ~ O
SCFIEDULE ~0 PMC UNLESS O1FfJtWBE lIOIED. ' ~ ~ . OONTRIYC70R SHALL NANifMI ALL E)i0610N (~ODRROL S7RlJC1UlRE3 DURN6 7FE LFE OF 1!~ PRO~Er.T. - / ~ 1 ~ i ~ ~ ~ ~X ~ ~ \ ~ ~ ~
a) CONTRACTOR Sl1ALL 00l151RlK.T OMERSION O~RxiE3 AS N~AR1f 70 EIrSURE /ILL SEONdOd~ IS ~ - - ~ k ~ ~ ~ ' .qP ~1 ~ ~ ~ ~
DIiECim NITO ERt0610N OOMTROL IiEA~1RES. / / 9) ALL G1iCH BI?SRIS SFNLL BE PRO1~CTm PQt lOC S70. 4.14 UNLESS N01ED O1FER~MSE.
10) OONIRA~TOR SFW.L VETdFY LACA710N OF ALL OOSINC UIRlIES PRIOR 70 - - - - - / ~ ~ ~ ~ L~ ~ . k ~
OONS7~G710N. LOPA710N OF ERISIING llIILIIER SFIGNNI ON PMWS IS BASED ON BFRf MMN.ABLE ~ / MFORIi/~7gN BIJr CAN BE OOMSDERED ON.Y AS APPI~ODfNiM7E.
11) BO~ICFNIARK 15. ELEV. IS X165.86. / ~ \ ~ ~ ~ / ~ ~ 1 ~ ~ \ ~ aF a~ gar
12) OEM10m AREA s 1SSD ~CR6 73 TOPOfiRAPF~MC lIfORAw1T10N AND RP/IRWr BUFFER LACA710N FROM SURVEY 8Y KEt~TH CL06E.
14) MIFEAE TFE STA71C Iw1iER PRE~IlNE 6 N DQCEBS CF !0 PSi. A PA~S9{~iE NFDtlCNO 1lALiiE 9FNI.L I' ~ ! ~ ~ ~ ~ ~nr. r (~s rya) ACCESSIBLE ROUTE
~ Pf~VpED NISOE 1FE ~ONiG N /UOOORQApCE M11N TiE RE0t~115 OF iFE PLUMP - - - - Y i ~ ~ / N N~ ~ ~ ~ NOT TO EXCEED 2%
15) CONIRA~CTaR SFIALL CLEAR FOR PPE A!D COlIStRUCf PPE. OONIWI~CTOR SFMLL NS'Wl SLT FENCE - - - - ~ a~~ ~2i ` / ~ ~ ~ IN ANY DIRECTION.
AND SEDEI~?IT BUMS AT PIPE ENDS IMO DNERSIOM DRdIFS MO 71fN BAN CRACNG RQIID~YS. ~g) ~ sra~ cuss owuw~c,~ caw Nar eE ~~um ~o cw~o~c. roc s% 4.» swum eE - - - -
us~u To cis wEr w~?n~rt cxw~+as. ~ ~ ~ ~ / / I ~ ~ ~
t~ 00lfiRAGTOR 9FIALL E)r9URE GRADIlIG OPQtAl10N IS 00l~Ix.'1ED W A MM~ER THAT DOf3 NOT - - - ~ /Y.LOW ADIY S NIIO CREIXS. t ~ I c~> \ \ ,fie MHe ~ ~ n BASS ~ `
1~ 51~OR11 Iw1iER DI9CFYIR6ES Nf0 UTA~IAIED iRBUiARY aF RDNN CREEK. ~ ~ sroRw o ~ swu~ eE axa~c ca~RUC~aw ~cco wrni roc - ~ / ' N \ N ' I
sm. oEr~ ~.t2 ~ m
20) OOKiRMCInR SHALL PRWDE RP RIW lJlED TN. D11CH5 AT 7iE STORM DIa1NNGE PPE 019pMRGE " - - - I 1 PoIMS AS R~4UIRED To ENSURE P06rtIVE ORAM~YGE. ~ ~ ~ ~ ~ ~ m i ~ ' '~3 H
21) SANiARY SEYMER MAMi3 IIISTALLm WITH A DEP7N OF OOVQt OF 14 FEET TO 20 FEET 9F1N1 RE1pU~iE SPEgAL REDOING MI AOOORQ~NCE 1NIiH GARY SfANQIYiD 7.16. SEWER SERNCES NSfALLID 1MiH A - - -
DEPTH OF GONER OF 14 FEET iD 40 FEET StW.L REQUIRE CUISS I BEDDNlG FROM 4' BElOw ~ i o ~
n~ r~ 4 s ova n~ u~. sit wws ~ rrsr~ wmi w ~t 1~ / ti~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ry~ ~
o~ of oo~rt avo~ zo r~r siw.~ oucn.E Boa ~ F+at rr~ orr~ rs~ e~w~r+ - - - - w~r~~s aR c~.~wo~rts.
2s) .aa s~.orE ~ ~ ~a+ s~rNU~+r s~ s~ sw?u ee ~.o c«u+o~ns sw~u. ee ~ 1
PROVIDED AS SFIOwN ON TIE PIANS BUT SHALL BE SP/YCm AT NO GREATER 1FMN 7S LF FOR 4' t erswnoe u ~ n~ r~uti ~fe au~ ~ ev7eun ? uWU~ r~ ne a wP.ue4 ~O[fYC O~IOH ARY1C AR ~iRT ~ ~ W
niE oanow~i c~~wour ~aoauao~orr ri~nioos ~s ~i corer srMO~u %oi. cxF~s ~ ~ _ I ~ ' * E'er ~
~,ocn~ ~ ~?vEn ~?s ~usr wwE c~sr ~ tt~xs. Flrrr~s ~ e~ss t~PS. m L ~ _ ~ oo9e~e~aa~' ~ / ss / 1~HS ~ ~
YS) .SEDM~ENI' B~?~S .SI'II1LL BE KEEP OUT OF WEED MEAS. N~ N 24) iHS SRE IS NOT 1NRFNV A FERIA NIIPPm 100 YEAR iL00D PWN. Rte: F1RM MAP ~ ma m 372007730Q1 WITED MAY 4. 2006. ~ J ~ y; s- ~v
i ~ . - ~
A ~ MEETING MAY ~ ~ Fit 7H5 CONSIRUC710N. _ _ i- - - PE~iMI1i~EM t#OOUgD DOVER SFIALL BE E'STABLUFED ERlIEN NI 15 YItORIWG d1Y5 OR 80 C/LLD~OIIR . •
QMfS, 1MFNdEVER IS SF10R~ER PFJt IOYNi OF CI1RY REOU~115. N+t r ~ ~ -)3
2» TOP90r. SFIALL BE 1NASIFD OFF511E OR N FNl ARFJIS AS SFIOMM. i TREE PROi11EC1110N fOipN6 SWILL ~ NlSfALLm AND INSPECTED PI~OR 10 ISSIaI1NCE OF A Q~IIDMI~ ' • ~ ~ l ~ ~ ~ 1 ~o
PERwpr FEMICMIG SHALL NO? BE ROQURED ADJIICEt(r TO ARFJIS INIIMIOIJf w00Dm VE6E~A710N. I ; p ~ ~ ~ o 1s ~ o \ ~ ~ ~ °0 1 °o i Q
~ ~ jr th
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- y,
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~ ~ ~ ~ ~ vyv ~ ~ ~ ` ~ ~ ~ \ 1 1 ~
. ~ ~ ~~w~ ~ ~ \ \ ~ ~
~ / / ~ ~ ~ ~ ~ ~ ~LUBH&OUSE ~ ~ ~ ~ \ PIPE E EA MENT
` i R~CREt4TION l ~ \ \ ~ ~ •9 835
` gyp' MiV13 ~ ~ \ ` \
~ ~ I I ~ 1(~ 5 Qom( 1~„t~' ~ ~ ~ ~ ~ ~ , ° ~vl` ` y \ ~ \ \ \
1 ~
~ ~ ~ ~ ~ t \ \ h ~ n.41 IN ar = 467.41
\ , ~Z3 / i 1 . OUT tar 487.31
\ ` ~ \ \ p ~ ~ ~ \ ~A \ 4'33'07"W
~ ~ ~ ~ ~ , _f / ~ ~ Y ° 23.52'
~ ~ ~ ~ ~ ~ * A
( ~ / * A . 0 rn *
(zs) e~aw~ wsso~s u~ ~~c ~s swum eE wsr~um a~ 1owN of cu r etc ~ f I/ ~ ' ~ ~ _ ~ ~ • C I O 'STORM W/~TER ~ A
N (ao)~rawH of car sr~o sPea~?n~s ~ o~~s w~ ~nsm x/»/04. oo~cra~ ~ ~ 1 2 ~ ~ ~ ~ ~ r
sw~u. a+su~ ,~u oo~~cnoH ~s co~~ a ~ wrr?i n~ sa~c~cnnons. a~ / W To v car oEUrts s.t~. .tat e~ ~.teR. ~ ~ ~ ~ 1 ` ~ MANAGEMENT ilk • = 476.,55
~ (31) Nl CATCH BASW HOODS SFW.L BE STAIiPm 'DWYIIS TO RNER' WRH 3/4' HGM LETIERNG. (u) ~u. cxrr u~ r~.~ s~a~rs s~w~. ee sT~~ wpm R caraaxw oaeR wines ~s ~ ` ~ ~ ~ ~ d,,, ~ BMA * V. (1S"' RCP)
wna~cNC o~nrs at ~o cw.~ oars of nNr ~vs~ of a~owc. ~s sHOat~. ~ ` ~ 1 s * *
(3~ I1LL StREEtS AQdACQIf TO 1FIE PROJECT SFIALL BE KEEP CIEMi AT KL iMJES OR A MUISH SUTIOl1 N YYN.L BE fiEQINRED.
(as) ~r ~ r~au~n+c3 ~w nionnoi~ a~nr~~ ~ Foa sEwo~ s~ncE sw~u ee r+EV~weu er n~
°0 70NN OF CARP O~Ip1~RN6 OEPARIMENr. THE PLAT 9MLL NCIADE A Nd1E lOICA7NIG MIwf:Fl W7S /WE SQlVED VMTM PItlVAIE PUi1PED SEINER SERVICE.
(36) THE Si~ORMMfAIER DI9CIIARG'E OI/TLE13 SFIALL BE YONiORED AS OOg511~JC110N PROCEED6. ~ ~ ~ l ` \ ~ ~ ~ ~ ~ 6 ' a / ~ `n ~ ~ ~ 2 T ~ - ~ ! ~ ~ ~ > ~ 2 ~i
5fA8M.1ZAilON PROBLDAS APoSE. 711ED1 RE110 IIA77RE5S6 OR AIiC711ER DBSIPAIOR OE11K:E APPROMED a 8Y 11~E TOMM OF CARY SFMLL BE ~OIbTRlJCIm AT THE OURE75 TO ENSURE NON-ER06NE \ ` ~ ` ~ '
OONDRIONS AT TiESE OUTLET'S. L/
q (36) THE PROJECT NEE7'S All R~DUMtEMDii'S RELATIVE TO BEST MAI~M~GEMFM PRIIG11CE5 IMO ENpNEERm STORAIYIATER ~ONRtOL SfTtUCRJRES AS OU1LMlED IN i}~ TO1MN OF ~/IRY t~if~D DE11OrOPbEM ; oar
~ ORDNANCE CFMPIER 7. PARlS 3 At 4. ~ ~ ~ RD ~,z n ` _
(37~ R6ER SiRUCTURE3 IN1ST BE ON St1E GRADING PEJiN~ IS ISSUED Z (as) rnE wEr oEmrriow Paa nNC oar o~rrtaN aow vole n~ o~rsrtE exsr~c err ~r n~ - - / ~
g MIA7ERSIim t~fAUNtEYENT'S PDR THE SrtE. a \ ~ ~
z / \ ~ ~ ~ + ZEES NEAR THE INTERIOR EDGE OF BUFFERS -rte M . M. T 2
TOWN OF CARY REQUIRED NOTES: 1. TO MINIMIZE DAMAGE TO EXISTING TREES N F AND STREETSCAPES~ THE CONTRACTOR SH N THE UMITS OF DISTURBANCE, SO AS TO C 2. THE TREE PROlEC110N FENCE SHALL BE M r WORK IS COMPLETED AND THE FINAL SITE SANITARY SEMI~R MANHOLE RRA = 474.30
~R SHALL CUT MINIMUM 2" TRENCHES ALONG N ' ~ INV. IN (15" PVC) = 482.43 INV. OUT (15' PVC) _ 4182.28
TO CUT, RATHER TEAR, ROOTS; ~ ~ P . ~ - ,ae.et \ ~ ~v our ,o a ~ , - ,sue L = ~ v v R / ~ N c+s _ +a~.zs eo .o•
. BE MAINTAINED ON THE SITE UNTIL ALL SITE \ e°vooooo~o@oooe o00 • N CARD 0 00o
.SITE INSPECTION PRIOR TO THE CERTIFICATE ` ~ THE FENCING SHALL BE REMOVED PRIOR TO E-. ~ ~ ~.,a 06-SP-132 i ~ / ~ ,e ~o O° O
o OF OCCUPANCY (CO) IS SCHEDULED. THE ~ FINAL SITE INSPECTION FOR THE FINAL INS 0 AL INSPECTION ~ t~ . ,a~.es APPROVE,Q_ , P R ~ - _ 7- C: Ls
- - - - ~ GRAPHIC SCALE ~ • 0 o S
E t a s~rNnr sEwot E yaw - 4az.r - = NOT APP~0~/E wno~E - - so o Zs so goo a ROVED R COPSTRUCTION 0 0 28 °
a e u~v w (e ~ - +~a.r wv our (a' ~ - s~w.r Approved by Date e ++a.r , Planning Date is °o O~ O 00
a 0 0 Engineering Date S 50 oso ~ 00 0pooo00 ~Q oee 00 w e'~~~
0 ~o~®!. sees
U
No. Revision Date B Designer see i.
0 1 TOC 2nd SUBMITTAL 01 25 0 MS w&R I ~ _ ~m 2 TOC 3rd SUBMRTAL 03/08/0 MS Drawn By Date 'E N E L Shed No.
71 MS 12 08 06 LEGACY CROSSROADS GRA WITHgr-RS P,.,AVWP
o Checked By Job No. JJRADING PLAN ENGINEERS 1 PLANNERS I SURVEYO 111 AAaciCenan Drive Cary, North Carolina 27511 del: 919-469-3340 fax- 919-467-6008 v FEYORS 2*1
GARY o Ews 020611 a2.0 WAKE------ NORTH CAROLINA b0o8 www.wiihersravenel.can III
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