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,r .~}T ..i A~ ! ~t` a, ice. AS90pAlES. A~E11 A/O YEILE ASSOpA'?ES, PA A99lAlE5 NO P~Of1~J7Y FOR ACCURACY OF 901J1iDARY. 'IbPO~APtIY AND PHY9CALLY LOCAlfD /EAII~. ~ - ~ ` r ~ Y \ ~ ~ . ` ~.4~ ACS ~ / I 4 ~ 1 ~ I .433 ACS ,'11' i w
3. ANY DIS'RII~ANCE ~ MORE 7HIW 12.000 SF REOI~'S 71~ IS~IA1~ ~ A d2ADKJ(' PENMT BY 111E wAl(E COtMTY NSPEC110NS OEPAR7IAEMT. ~ ~ 4 A ,I i ~ ~ ~ r I 0 39 C - ~ _ ~ ~ ~ ~ r C 43C ~C• ! ~ / / i - ~J ~ i
~M. ~:`.4~ ~ X11 ~ ANY ROADMIAY CRO~Ki(' dt ENCROACHMENT INTO 1FiE tElJSE RIVER Il~MRtAN &IfFER ~l REQUIRE PER10TT1N0 BY NC D1MQ. i ~ P P S ANY OlSlllllSANCF OF MORE iHMI R10 AC OF MIEILANDS NAIL REQUIRE ISSUANCE OF A / ~ 3 ~ ~ - _ 1-- ~ ~ ~ ~ /
Q _ ~ j ~ 0 F P / r~i 1 ~ ~ - - / . 4 1 ~ Q - ~ _ _ _ ~ 5 AC. 6 ~ 4 /
NATK <<: A b. ~ 8. r,, NATON Y~E JO PERAMT 8Y 7HE US ARMY Ca1tP. OF E1Vp~. \S ~ ~ ~A~ /VO AUTOCAO RELEASE 1~ ORAMlIC FlLE ARE AVAIL~181.E JOR c~, Q 7. 11~ OON7ltAC1~t SHALL LOCAlE /iLL U71U1~S PRIOR TO CaWE41CdENT OF GRADING ~ `9 ~a~ ACTIN7IES. OONTACT IJLOCO AT 1-80x-632-4~ FOR flE1.D lOCA71d1 OF UMOERGROUND t~ ;~A ~8 O 6 ~ ~ G~ ~ 9 ~ 1 ~ t ~ 7 / 9 - ~ / ~ . / mgt tr ~ ~ ~ 1 i / / ~ ~ - I 4 ~
~ - UPON ~ ...r `wr r.r 1 P ~ N ~ ~ / ~ ~ 9 ~ ~ 9 ~ ~ , ~ r / - a s, ~ 0.369 AC. ; ~ ~ ~oMt ~ ~ 38 ~ d - / ~ + ~ / ~ 1 C
;'k ~TIU 1 - i TER ~cf / t . sQ..~ _ _ 0.3 A~ ~t ~ _ 9 ~l - ~ ~ / ~ ~ ~ / I Cv • l r ~ - 1 /
W n i ~ ~ ~ t. 8. OON7RACTOR SHALL 8E RESPON98LE FOR FIElO VERIFiCAl10N ~ ALL EXfSTING U71UT~S. J ~ ~Q~1t, IF D19CftEPANdES ARE FOUND CONTRACTOR SHN.L NOTIFY ENS IIMIEOIA7ELY. Q,t~ ~ ~ 1 Q ~ ~i d ~ ~ / , 4.451 AC. ~ . ~ ~ ~ • ~ i I
9. 1~ 9. 11LL HITTER SHOMM rNlFpli RHiFIT-OF-wAY SNAIL BE STAl10AW Jd' WRB ANO GUTTER. ~ ~ ate, ~ / , ~ ~ ~ / / 1 /V 1 ! ~
REFEI 10. y J , REFER ?O SECTION OETAMS CN SHEET 2. 10. ALL OMID/S70t~S 910 1 ARE TO BAp( OF CUtB. UNLESS OIFIERIMSf STATED ON PLANS. ~ ~ ~ s / ~ ~ ~ - ; / / 0.~7 kC. / ~7 rorC. lbo
9 t ;l~ - Y ~ i' 4. ; l~. 1 M 11. ALL PANE11E7iT QI SITE SHALL 8E IN ACOORDIJICE IN1H SECTION DETAILS ON SFIEET 2. ~ 12 1FE SLOPE OF IIAi~OICAP PARKING DACES SlIALL NOT EXCEED 1 PER F00T. 1HE ~ ~ y ~ ~ ~ ~ ~I~ACRrtj 91ALL ~ ~ ~ ~ u / / - ~ 1
~"'~f~I '~7~ ~ u~ ~ ~:3 1 LAIERK Sk.OPE OF 910E1MALK SHALL NOT EXCEED 2X. / 13. ~A#E~ OiHERMASE N4iED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPFIALT OR i - . / o~r~~a 1 r ~ i / r' _ 1 i i C;d
t j>t~. •w UI~ ~h, ,s ~ 14 F1N1l~D SURFACE. r ~ _ ~ ! / i ~ I - ~ ~ ~ . ~ ~ y i , ~ , , ~
~r a,~ 14. ALL SANITARY SEAR STAPES ANO PEE LENCTFIS ARE COAIPUIED FROM CENTER OF o , ~ - ~ ~ ~ ( o ~ ~ ~ / ~ ~ ~ I,M ~ ~ ~ ~ ~ . , ~ ~ 1 ~ I r ~ ~ ~
;z R.iJ lw~~ S. WNSIRUC~T ALL SANT WER MANFlOLES FLUSH TO FlNAL PAbE1~1ENT GRADE OR AS / ~ B4 .~~SE 910MM MI NON-PAVED AREAS. i ~ h ~ 1 / } , ~ cr ~ ~ ..~6 ~ / ~ p ~ 58 , ~ ~ ~ 1 ~ l ~ i ~ ~ 0 _ ~ ~ ~ ~ ~ 0. X46 A(.. ~ I , ~ ~ y~/
16, . i ~ ~ 6 l~ ~ 16. ~R LATERALS TO ~ PLACED AT A MINt1AUM SLOPE OF 1x ON 4' LWES ANO 0.576 ON 6' LJNES CLEANW75 SHALL BE PUKED AT SO' MI?ERVNS AND AT AND POINTS. ALL ~ ~ ~ ~ ~ I ~ ~ A ~ i \ , I 0.345 AC ~ ~ 0.34 7 ; ~ Q~
fi yy ~1 T' F G f' ,}1, _ }e~.F 4 CIFNIOU?5 IN PAVED AREAS SHALL BE APPROVED LOAD BEARMlC 1YPE. , ~ / ~ I ~ / J ~ 1 ~ ~ 1 ti w ~ CEDAR N1 ~lBDrv1SIQN - / r i ~ ~ / r ~ d' \ 1
11. 1 17. ~111FR MAINS SHALL HAVE A AtN~tMUM 3' df COVER. QrJ 1!, C~/S'TRUCT All i~lE HYDRANTS VNTM 8AS£ FLANGE SAX lICHES A90VE FlNAL GRADE. SfE ~ C Eo ~ . 0.345 AC. ,y
. { t w , a OOR DETA~ M~-t 1~. THE CONTRACTOR IS RESPOf15181E Fpt INSIlRlIG POSITIVE DRAINA~ TO ALL STORM ~ 3~4.~ - c~le. s° `WAKE N Y REGIS. Y ~ ~ ~ ~ ~ 1 , ~ I ~ f / i x Mk ~bl.~'t / ~ ~ _ ~ ~ i7fP 1~ _
M ..~~q~ S1RlK.'Tl1RES. 20. ALL 31nRM WATER CON7R0. MEASURES AMID 8MP MEASUNES SFIOwN FIEREdi SHAH BE ~ C 25 , 0.345 A , 9. l , / - 1 345 ~ / ~ / < ~ d ~ ~ ~ / ~ / ~ -0.340+A4QWq
.Y 7y/ d. t <Y rM ~,yi •r w t 3: Y +y CONSIIMJCTED IN ACCaRDANCE NTH NCOENR MIO dTY OF RALEIGH STANDARD SPEpf1CATON t ~ r ~ 100 ~ ~ i ~ fir.
'1't r J _ 1 i & t. AND OETAllS. , ~ ~ ~ ~ 21. SEED ALL AREAS DISTURBED 8Y OONSTRl1C710N. AND NOt If101CAlED TO ~ PAVED OR - - - ~ ~ ~ ___i'ti~-~~ ~ ~ ~ J ~ , `I PHA ,1 ~ , ~ i l IN, L
, ' - IMTH f PLANIEp, UPON COMIPLE710N OF GRADING ACnv1nES. USE REBEL 3 FESGIE IN ACCORDANCE IM?M SEEDING SCFIEDULE pal OETAII SHEE75. , ~ ~ s ~ - i 0 3a5 345x-
a'; d 22. COHIRACTdt SHALL CLEAR ANO GRUB EN?IRE R/W WITHIN 100' OF AlL MITERSECTIONS. / _ ~ N~.R.B~~~ _ _ ~ ~ 23. lF~IE Q100 BAp(WA1ER ELEVATION FOR ALL CULVERTS DRAIMNG 4 OR NdtE ACRES DOES ~ - , NOT OVERTOP THE ROiMr1AY. _ " ~ ao+ ~ qp ~ ' ~ ~ - P ~ ~ ti I INC r
x NOT i ~r~=~q 24. OOIIIRACTOR SHALL MARK TFIE LI1MT5 ~ 1HE NUESE RIPARIAN BllFfER IMTH ORANGE TREE / _ - ~ N.R. , _ ,
+y' w~4 GF ~ i.~~i. aeo~now ~ i?+~ ~s ~wY cowsnea~~ wTMa~ so rat aF n+~ ~ aF n~ r ~ - - _ % ~ ~ ~ ~ ~ ~
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rc~i , t~ t. 2a. MMlER METERS AID SEY~R CLEANOUTS ARE NOT APPROVED 1D BE INSTALLED IN DRIVEWAYS OFt SbEwAU(S ~ I \ ~ ~ ~ 7 ~ ~ ~
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r .i i 1 ~ ~ ~ ! k ~ I ! ~ III ~ cx I ~ r ~ i ~ ~ 1 I ~ , k ~ ~ I ; ~ ~ fi I I I ' ~ ~ ~ ~ i ~ I I ~ ~ - I ~ / ` ~ ` ~ ~ 59 . - - ~ , - , c~or~srnucno~ s~a~ soa x~sT~u~?nar o ~ ' _ _ ' ~ i / v~~ ~ i. UPON REgEPT OF 1ME ptADING PERlNT, IN a ~ ~ ~<4%¢ ~ / S7REAM OF 1HE P!E dlOS9NG TO DAM UP LLATION OF PIPE ACROSS CREEKS
1 .J 1 ? 1 ~ I ~ ~ i 1 ~ 1 I ~ ~ i r 1 ~ ~ ~ I ' ` ~ ' - / ~ ~ II / ~ ~ V MIT, INSTALL ROC( CHECK DAM UP
l ~ 3 / . 1 1 i j - ~ I 1 , 1 ~ 1 1 ~ ~ ~ ~ W ~ SMALL PUMP ElOS7M~Ki (7tEEK FLOW AROUNO 7MK 0 DAM UP CREEK FLOWS. CONTRACTOR N AROUND CONSTRUCTION AREA.
a ~ 1 II 1 / ! ~ ~ 1 1 / I ' ~ ~ x I , ~ g ~ - 5 - - ~ ¢ J`/ 64 - i. ~sr~u.~ Ott sxT era ~ mac r~ ~ - MI7H CONSTRUCl10N SEQUENCE FOUfO HER s ~ ry._T_~j , ' ~ ~ ~ ' a. aoaovE ~a ~i~~cE ~u.~ uNSU~,~ei.E pu P I~ A S F V' . ' ~ , - ~ ~ c~ er we ~ss~aN,~ c£o tEa ~ s. Msr~u vwe ~s saEC~o oN ~w+s ~ vw E PROTECTION FENCE IN ACCORDANCE XM MERE ON.
~ ~ _ ~ ~ i - i ~ ~ I i I t rye;;, ! ~ ~ ~ ~ I I i , , . I ~ i a t I ~ _ ~ / )SM FROM THE AFFECTED AREAS.
~ , ~ 1 ~ r. ~ ~ ~ / , ~ r - ~ ~ A 1 ~ TAKE SUIWRADE MATERIAL AS EO TECHNICAL ENGINEER.
/ I I ~ / r ~ ~ II ~ II ~ ~ ~ ~ 1 ~ ~ I ~ I r .y9~i ~ ~ ~ _ F` ~ RALEIGH STMIDARDS M!D SPEpFlCAT10NS. .ANS IN ACCORDANCE VATH CITY OF :ATIONS.
>r' / . r \ ~ ~ ~ I ' 1 ~ 1 ~ l / +r ~ / ~ ~ ~ 8. UPON OOMP~ETION OF THE PIPE piSTALLA71 /w ~ ~ ~ / / ~ i MATERIAL At SMONM ON tHE APPROVED C0 / ~ ~ 7. SEED IVq STMIU2E SLOPES AHD SNOl~OE / rj / ~ EAR7MMAIM( AClINTIES ADJACENT TO 1ME S ' S3 i ~ `i - ' ~ a cow~~ n~ a+sr~u.~?rori of ~u ot?~ 4STALLA71ON BEGIN ADDING FILL
I , 1 t ~ / ~ 1 i ~ / ~ / ~ \ I ~ - ~ ~ ROYED CONSTRUCTION DRAWINGS. SHOULDERS UPON COMPLETION OF
~ i ~ l ~ ~ ~ ~ ~ ~ l ~ I , W s ~ \ ~ ~ i I _ ~ ~ ~ + ~ I ~ ~ i ~ ~ , 1 ~ ~ I ~ ~ , i~l 1 ~ i TO THE STREAM. k LL OTHER IMPROVEMENTS DIPICTED
~ t i'~ef ~1 J 4 ~ ~ ~ ~ »r Y' ~ I ~ ~ 11~tit I I , ~ i ~ ~ ~ ~ ~ ~ ~ oN n~ ~ovm coNSmucna+ ow?wr ~ ~ DRAVANCS.
l / \ 1 I \ ~ ~ ~ / \ ~ i~ -
\ \ ~ I f ~ ~ \ , ' ~ \ DUENCE >
fit.:. i Q / ~ 1 .,.al ~ ~ ~ ~ ' 1 , , ~ Q I~ ~ / ~ ~ ~ ~ ~ r ,xv,i`c•-:~a~"~,1~tX11S WAKE COUNTY CONSTRUCTION ~nt~ENCx' 5 4~ / ~ ~ " ~ sc~+~u~ ~ ~c~sntucna+ c~ri~~ ~ ~ys ~ ERENCE WITH THE ENVIRONMENTAL
Q ~ ~ / ~ ~ ~ a~~ z ~ ( ~ ~ \ / I \ ~ . 1 ~ ~ ~ ~ ~ 1 \ _ ~ /a~~~ ,~~i' ~ ENpNEER~ GLENN JOFMSON. OBT111N A LAND- _ -1 _ ~ ~alp~ ~ 2. INSTALL GRAVEL CONSTRUC110N ENTRANCE, TE SILT FENCE, ANT BASINS OR OTHER MEA / i~ ON 1FIE APPROVED PLAN. CLEAR ONLY AS NE ~ RIP RAP DISSIPATOR CHART ~+ESE o~v~CES. SEID ~EMPORnRY WvERSiONS, k LAND-DISTURBING PERMIT.
~ v~ ~ / / ~ I I ~ i ~,I / \ ~ ~ 1 , . I ~ ~ ~ r ~ ANCE. TEMPORARY DIVERSIONS, HER MEASURES AS 94OWN Mm1
/ . 1t I 1 \ 1 i ~ 4 1 "1, ~ '---1 ~ ~ A ~ / ~ 1 11 1` L I 1 ` ~"1 ~ Y AS NECESSARY TO INSTALL
P i' ~ , ` ~ i ~ ~ / ~ ! ~ 1 ~ i I ~ ~ ~ ~ ~ ~ BASINS I?IMEDIAIELY AFTER CONSlRUCT10N. 0E'RSIONS, BERMS AND M~ M..¦~ CTM. Mwm4 Q
~ \ I ~ I I E N / ~ ~ r , ~ , v I I ~ ~ 1 1 / y ~ ~ I~ ~ ~ t p ~ i ~ ~ ~ - ~ Structure No. LxWxD Stone Size ~ w+ oe FE 7 8~z4~X12~ 6` O 3. CALL EAMMRd~M1ENTAL ENOM~M~JER (GLENN JOFM~I ~ ON SITE ~NSPEC710N TO OBTAIN A CERTIFICATE NN JOHNSON AT 856-5706) FOR AN
\ ~ w 1 , 1~~~ r ~ _ ~ ~ ~ ~ ~ I 11~ CU / ~ ~ I ~,~11, ,r \ , i. I t ~ ~ I ~ ~ T ~ ~ 1 ~ ~ : ~ _ PER NYDOT DISIPATOR CHART :RTIFICATE OF COMPUANCE.
. ~ ~ ! ~ I ~ ~ ~ ~ ~ i ~ ' ~ ' , I ~ 1 + ~ I ~ i ~ 1 ti, ~ 1 I ~ 1 , i ~ I ~ i _'7-~ a. No coHSrnucra+ is u~owEn w+n~ouT n~ ~A BUT THE CERTIF)CATE OF COMPLIANCE. QI
~ / r I I ~ i i - V ~ ~ ~ ~ f ~ ~ ~ i / ~ ~ i 5. BEgN CLEARING AND (,~tUB81NG. AINNTAIN DEV ~ GRADESII'E ITAIN DEVICES AS NEEDED. ROUGH
R. i 1 J, I I • ~ 1 `1 i ~ ~ 1 ~ \ ~ ' ~ / / ~ _ _ < _
/ , ~ ~ 1 1 \ 1 1 ` ~ ~ _ 7 ~ ~ ~ , ti 6. INSTALL STORM SEII~R, IF $HpYNd. ANp pRpTE TABLE OF IMPACTS GRAVEL INLET CONTROL, SEpN1ENT TRAPS OR SID PROTECT INLETS WITH BLOCK AND TRAPS OR OTHER APPROVED
- ~ ~ I , i ~ ~ ~ ~ I~ I i ~ ~ ~ - j - 1 ~ ~ / ~ - _ MEASURES AS 9HOIM1 del l1E PLAN. BEGNI C STREAM ZONE 1 N~ET~AND ETC. BEGIN CONSTRUCTION, BUILDING,
row ~ ~ + ! ! 1 r - ~ r ~ ~ ~ r ~ , ~ t' r ~ ~ ~,1 I -1.1 I ? f ~ I, ~ ,I \ ~ f f.. 11 STREAM UPSTREAM DOWNSTREAM CROSSING BUFFER ~M OF ZONE 2
a~ t V, I i i t t~ 1 ~ I , ~ / 1 t ~ ~ ~~`I ~ ~ ~ ~ ~ ~ , T~ ~ / ` ~ ~ _ ~ ~ ; ~ i ' ~ 1 ~ ~ BUFFER IMPACTS IMPACTS 7. ST~BIt1~ SITE AS IilEAS ,1itE OROIN~IT Up T CROSSING STRUCTURE STRUCTURE LENGTH IMAPCTS v~c~r~naN, P~v~ o~rd~ _ ETC, si ~f{~ ~ggft~ ~gQf{) (sgft) ~,s w+n~ ATV o~YS aF co~en cavs~RUCnar. ;+T UP TO FUSH GRADE WITH ETC. SEED AND MULCH DENUDED O
1 / G ~ . 1/ ~ 1, ~ 1 , ~ ~ _ _ ~ I ~ ~ 1 1 ~ ~ ~ ~ ~ - COMPLETION OF ANY PHASE OF
Y ` 1 ~ 1 ~ f C 1 / ~ 11 4 ~ ~ ~ ti ~ ~ - _ 1 I ~ ~ ~ ~ / ~ t VIRGINIA WATER HW~t74 HW~t75 102 7,697 5,236 0 a is c~011PtEh ~D ~ c c~tr. cat ass-spot Fde ~w c - - - aa~ MD ALL AREAS ARE STABILIZED C)
ti ~ r. .1 i / 1 1 I, 1 ~ ' , ,I - ~ ~ i INSPECTION BY THE ENVIRONMENTAL w
~ ~ 1\ . ~ ~ / ~ ; I ~ . ~ r Iwo u ? ~ ~ I 111 }~I ~ ~ ~ J r ~ , ~ I 1 ~ ~ ~ , ~ ~ ~ - _ - ~..+r _ 1 - ~ ti ~ ~ ~ - - - VIRGINIA WATER HW#76 HW~77 86 8,044 5,442 0 9. ~ soh is ~eo~o, aEwo~ ~Y av SEDIMENT 9ASMrS? ETC.. MO SEm OUT qt ST BARE AREAS. ALL REIIAWING PERMANENT ER0 - IRINA DRIVE HW~6 HW~7 78 5,699 3.858 0 s~xx+ ~s vEt~oarr as~A~es wo ~ SUd~I ~S B~ORElE7+1tON MES. SF~OUID NO~w BE V) tARY DIVERSIONS, SPIT FEN 0=4
~ ~ 1 ~ . / I , ~ ~ 1{ ~ i ~ y , ~ t ~ 1 ~ ~ 1 1 , ' ~ / ~ - / 4 )T OR STABILIZE ANY RESULTING EDIT EROSION CONTROL DEVICESr
t ~ , 1 ~ i ~ , r ~ a / ~ I ~ 1 ~ , - - ~ ~ 1 ~ / - REMAP NG STORM STRUCTURES *m4
-r~,. r ~ :t, x + i ~ I~ ~ ~ / ~ 1 , ~ ~ ' i ` D NOW BE INSTALLED. ~M`•••~
~ / I i i'a V, 4 ` ~ .r , : R , ` l~ , / ~ , - , ~ ~ . 1 ~ ~ ~ q SS OUTFALL 8 MH~246 EXMH~119A 20 1.200 800 0 ~o. w?~EN ~c~~naN w?s eEOOirE Es'r~eusF+EO, INSPEC7lON BY 1FIE ENV/1pN1~TlTAL EMg1EfR, BUSHED, CALL FOR A FINAL SITE 3404'ER GLENN JOHNSON (e56-5706) ~
~ ~r ~ Y ~ ~ / ~ ,r 1 1 a ~ 1 1 ~ ~ ~ ~ , G' I ` ` / ~ , ~ 1 - - - ~ 1 I ~ I TO OBTN?~ A CER11FlCAlE OF CppLF71pN, :T10N.
c ? ~ I r\ ~ , _ _ IE1110D 2 FOR Gl1AM7FYMIC 7N EIQ~ORT FROM ~Q171AL o~ tn
- ~ _ , ~ ? i 1 ,r~ c l / ~ 1 ~ ~ , i ~ 1 t _ _ / ~ ~ d?1EKt t f-- OE~RLOP1Elils ~E?I F~OOTPRMITS OF All ~ERNOUS SIRtFACES ARE 9i0w1 4 holy
~ ~ ~ ~ ~ ~ ~ 3~1. 1 ,1~! r - Iruc _i'~ ,1 ~ / ~2~~ ~S~ ~ of u~ro oov~rt soh 7N ur~waT m t n~ e~atT s S
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