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Home My WebLink About20010276 Ver 1_Site Plan_20010223' ~1 r o I w ~ w- ~ w {Q ~ so r,~ o ~ J SHE ET INDEX ~ ~ I' COVER SHEET C-7 SITE PLAN EC-~ . DETAILS DT-7 z 0 N ~ ~ ~i v VICINITY MAP o Z ~ aQ (NTS) F W Y U ¦ ¦ ¦ ~ ~ a A ¦ O ~ Z Z . __.I w . - Z O w z _ _ i ~I ' V r i~ ~ N . ~f Y' 3 ICI r~ ~ I ` ` \ W ~ it I j i. 7 ~ ~ ~ 7 7 I I ~ I v ~ ~ - - I t ~ !1 4~ ~I ~ ~ / ~ W w0 ~ ~ ~ ~ i i i ! I~ !I r II ~ , III ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~I / ~ ~ I ~ ~ i ~ I VA /'i~ I~ i ~ v v ( , j ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ' - <C .X~ I i ~ T T - - _ _ ~ , ~ ~ ~ , T i T T ~ i , , wa ~ W Z ~ _ 1 ~ ~ r~ , ~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ 1` 1 GA~ - ~ ~~5 ~t1S - C,AS r, , _ , _ ,C,;, ~ , _ ~ i ~ r o , ~ ~ may: I ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ . ~ ~ ~ ~ ~ i l.~ ~ ~ v ~ I _ I ~ ~ ~ ~ ~ ~ ~ ~ a LL. I, ~ ! ~ ~ ~ w ww x i' i ~ ~ ~ ~ ~ 3 a ~ ~ ~ ~ I I -4 - _ 1,---i. _I i I ' ~ i Q ;4 I , ~ ~ I j ~ ~v I I ! a U / ~ ~ ~ ~ ~ ~ ~ I o + I i 'i i I ~ i I ~ ~ ,t i, ~ i ~ ~ ~ ~j I , hs 1 I I ~ ~ ~ i V~s,_J.'' ~ i ~ ~ ti ~1~ ~ - ti 'i1 / ~ ~ ~ ~ a ~ ~ ~ ''i o I I"; ~ a~{ I ~c ' ~ ~ I i r'.:~ ~ ~ a ~ > \ Y ~ j ~~y, i 307.5 - _ _ ~i ~~308. d ~ a ~ a ~ ~ ~ o ~ + ~v p / N I i ~ ' - U} + ~ w ~ ~ ; } 4 I ; , ~ 316.5 a ~ ~ _ a ~ . ; ~ o 0 a > ~ ~ ~ ~ ~~uunir~ ~ i, i P ~'.N ~ ~ 1 - ~ j I I Gj ~ 1 ~ I ~ _ 1 ~ ~ ~ ~ ~ 1 . ~ 7 ~ o- SS SS - ~ ~ , I = ~ u cn l.~J ~ ti~ , S S S _ S S _ S S 313.0 ~ ~ I ~ ~ c., - s` S s ~ ~ I ~ - - - - d Q. ~ - ~YJ .`,.C~~ o _ _ ~ ~ a o - ~ ~ i~ ~ \ - - _ c, ~ l / _ _ ~ ~ r ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ 320 ~ ~ ~ ~ ~ 317.0 i ~ + ~ I~~~ ~ o ~ ~ O ~ - ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ i~l ~ ~ I. o ~ ~ ~ ~ ~ / ~i j ' ~ wrco / l~~~- I ~ ~ ~NOo ~ ~ ~ ~ \ ~ ~ N o \ li ~ Q p ___G~ I N ~ _ p ~J ~ ~ Z 0~ ~ ~ ~ ~ ~ ~ ~ ti ~ , ~ ~ ' o ao 'd- Q ~ O , ~ V V o , ai G Q ~ oo ~ , _ ~ , ~ I o ~ _ I ~~rn A ~ A A ~V ~ t0 ~ ~ I ~ M N - _ _ - - - - I ~ ~ r- I W _ ~ a M Q a i ( rnrn ~ ~ \ \ \ 1 I I ~zu , , I ~ ~ ~ ~G C'~ ~ ' \ i ~G~ - _ ~ ;i 4" _ IN i1 ~ O , rn E 0 4 ELECTRIC LINE IN ~ \ ~ _ _ I u i a-i,(, ~ z ~ . ~ ,I ~ I,, ~ o 0 w ~ ~ - _ _ _ . ~ _ ~ w i . - ~ I ; ~ z w Q ,i ~ U J ~ I Il ~ w ^ j I. / ~ - w ~ P~ { I ~ ~ro f ~ z m ~ r v , ~ ~ j I _ ~ N 1; O~ z ~~L~ ~ ti, ii~` .I ~ Z it lJ~~ ,E a0 w - ~ A ~ ' w I I ~ _ ~ ~ O I- o C~ ~ I' ~ - ~ v ~ ~ W Z ~ ip ~ i ~ ~ r ~ ~ ~ W I- ~ I • ~ ~ . CU ' ^ ~ , ~1J C ~ i r}- \ ~ r x ~ ~ li r ~ I ~ ~ U W U - ~ ~ _ ~ ~ ~ - _ i~ ~ T~' ~ r~;, iI(~ , ~ , , ~ - i \ - - , ~ m ~ ~ m ~ I ~ ~l, ~ :~,ij C I - ` ~J.~ ?1 W ~ (Y ~ ~ ~ ' I'~I' ~ , Q _ ~ - ~ ~ ~ ~ ~ i~~ I~ III ~ • ~ i v ~ ~ Q r~r„ I. ~ iV ' i I i_i' ~ - I V ~ ' P r3 ~ O Q \ I F ~1 • ~JW ~ ril ti ~ x ~ ~ a ~ '1 i' ~m_ ~ , ~ ~ l . - .I~ ~ - O 3® II ~ ~Rt,,; ~ ~ i~! _ ~ ~ { x _ ~ W I ~ ~ 1' X I,i Q . ; l.(~ I (n ~ _ - i ~ ~ o I ~ ~ 4 I ~ ! ,J I. W ~ ,w~• i ~ ~ ~ ' I ~ c~ ~ ~ ~ ~ o`~ ~ U ~ ~ 1 E ; ~ ` ..i i~ ~ i z, ~ . CO ~ - ~ ''i i ~i, ~i a ~ ~ <T ~ Q ~ \ ~ ~ ~ i 1 ly I 'r~ i-- i c L~ ~ L- ~ ~i ~ d s ~ ~ ~ .I~ 0 i I i i i'. _ ~ ~i I ' ~ J ~ tL(` 'i X . W ~ _ ~ i ~ ^ w (J I ~ 4 I i ;j tI _i ~ ~ i ~ in --k I ' ~ Ili ~ ' ~ - W I, _ , ~ DATE. 07-26-01 H ~ 1 ~ ~ i ~I '.I. ; ~~I ; ~ , , ~ ~ e DRAWN: JCJ 1.. .L a J GENERAL SITE LAYO SHED: AYOUl r-1 (5:, ,n NOT RELEASED FOR CONSTRUCTION 16 7.5 15 30 w rl'~ v i ~ TOPOGRAPHIC AND BOUNDARY INFORMATION FROM C _ 1 MURPHY HOBSON SACKS, RALEIGH, INC. o SCALE : 1 = 30 0 !q w H ~ 4- Q N ~ 0 'v f,~ l '@~ SITE CONSTRUCTION NOTES 1. THESE PLANS PROPOSE A ROAD CROSSING THROUGH Z O RIPARIAN BUFFERS WHICH REQUIRES AN NC DIVISION OF WATER QUALITY DWQ PERMIT. AN APPLICATION FOR THIS PERMIT HAS N N o ( ) ~Q BEEN FILED. AN ANTICIPATED CONDITION OF THE DWQ PERMIT IS > v A REQUIREMENT TO TREAT SITE STORMWATER. IF THIS IS A w dd~ ~ ~ i ~ CONDITION OF THE ROAD CROSSING, THE FORMER POND AREA WILL o I MAP VCINITY I BE DEVELOPED AS SHOWN AND AS AN EXTENDED WETLANDS. z = Q a 2. A U.S. ARMY CORPS OF ENGINEERS PERMIT (ACTION ID # 200120575), ~ NTS) FOR THE PROPOSED ROAD CROSSING HAS BEEN ISSUED. w Y c 3. CONTRACTOR TO RELOCATE EXISTING EROSION ~ CONTROL MEASURES AS SHOWN TO ACCOMMODATE a REVISED SITE PLAN. NOTIFY WAKE COUNTY , ENVIRONMENTAL ENGINEER WHEN THESE RELOCATED O MEASURES ARE IN PLACE. Z ~ ~ r, Z ~ 4. DO NOT REMOVE SILT FENCE ALONG BUFFER LIMITS UNTIL UP SLOPE AREA IS STABILIZED AND WETLANDS CONSTRUCTION IS J s COMPLETED. a~ S ~ W i ~ ~ ~ - 2 ~ ~-3 I- Z U O LEGEND w _ Z ~ rJ - , ;1, O PINE (P) DENOTES TREES TO BE REMOVED. w - ~ ~ ~ ~ / ~ ~ ALL OTHERS TO BE UTILIZED IN N i / ~ MAPLE (M) (n PROPOSED WETLANDS. ~ z a -c' T`,. W " POPLAR PO ( ) z - z O O T T T T-_-_ T - T cv ~ O o o r~ , r / ~ 16 WEIR 16 WEIR ®EL. 318.0 STORM PAL PO KET WETLANDS <C C~ ( ) ~ w~ o ~ f WITH 3 C x~ m o W c _ - 1 WITH 3" DISCHARGE ORI ICES AT ~ Q 1,9 4 S.F. EL. 308.0 CEDAR c J O @ n w , N EL. 36.0 - c0 cv ; ' ' EL. 316.0 PERMANE POOL _ 1 312.5 HARDWOOD (HW) ~ sa ~ o ~ ~ - a ~ w ww ~ ~ - - - ~ ~ % / `o i do ~ ~ ~ I- .__I ti + ~ ' ~ ~ ~ ~ a Q II _ ~ _ ~ 312.5 ~ ~ ~ • ~ ~ + ~ - a ~ ~ > ~ 307.5 ~ ~ O / ~ ~ ~308.~ IM R a ~ RISER 3 a+ + ~ REVIEW ENGINEER DISCLA E ~ _ - . d- m - - r 318.5 ~ N ~r r ' i' ~ ~ ~ ~ ~ >TOP '~L. 306. + ~ ~ ~ rz U ~ 31;2.0 , o o EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW •I ~ ~ ~ ~ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY O _ - . , ~ , o~ 11 WEIR;..a>~ EL. 312.0 f o i LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER FOREBAY ~ - ~ ~ 1 1" STORM POOL + + ( ) ~ ~ T C MPLIAN E WITH ALL „ OF RECORD WITH REGARD 0 0 C (n - ~ 1984 S.F. ' / 5 ` ~ _ i ~ / ~ a ~ a " WITH 1 DISCHARGE ORIFICE AT 0 . ~ FEDERAL, STATE, AND LOCAL STANDARDS AND/OR X - ~ I, f 31''3.0 ~S SS S SS SS SS RISER ~ ~ 31'3.0 EL. 308.00 i CONDITIONS. ~ (PERMANENT_ POOL) _x _ _ `~~nnuiu~~~ _ , ~ ~ _ ~ >ER ~ - - - - CLEAN OUT EXISTING _ ~ /1/ , - - ~EL. _ S SEC.- ~ 318. ` ' ~ SEDIMENT BASIN AND OWNER CERTIFICATE a• ~ - _ - - - ~~F~S,EL.= EMPLOY AS FOREi3AY TO ~ ~ ~i S y , ~ 316;0 - _ X318.94 v> o- ` 36 FES EL. 318.94. OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ~ ~EES~E._ 20.E ~ 6~5+ , - - \ Q ~ Qrn = =f -J- ~ ~ ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST Z cv. _ ' - _ -1Y - - ~=r~---- , _ - ~ i - - ~ ~ - - ~ TO CORRECT ANY ERRORS OMISSIONS OR NONCOMPLIANCE - N ^ ~ ~ M-~ ~ PO- ' - -4 ! ~ a ~ a a a , ~ 1 III ~ „~1 IN i ~ ~ ~ 1 WITH TOWN STANDARDS AND/OR CONDIT,. NS DESCR,BED Q, i ~ ~ I.^ 1 ~ - ~ ~ -8 ~ M-~ .317.0+ ~ ; i ~ r%) ~ i , , ~ ! I ! I I THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR f.,.-~ _ _ II, ~ ° _ il~ I I RE-EXECUTION OF THIS CONSTRUCTION PIAT WITH THE ~J--I* -1 fi ~ ~ ~ ~ ~ i ' ' , HEADYV L \ ~`J ~ ~ ~ ~ P-8 RISff~-1- - ~ ~ ~ ~ INV ,0 - ~ , . ! ~ • i° I APPROPRIATE CORRECTIONS AND/OR REVISIONS. ~ ~ I W _ ~ ~ TOP EL.= ~ t 318.,0 ( ` ~ ~ HWr4 ~ • I LF j Z ~ ~ ~ ~ 321. i -~i~ _ I Pb s X1 M ~ ~ 3-- ~ ~ ~ a ~ , O / ~ ~ i S ~ N `DISSIPATO ~ ~ ~ ~ ~-~,24 RCP ~ ~tio ~ cn _ ~ ~ ~-4 ~ ' I ~ LOWER WETI Ij ~ I ~ ~ 7 F 3 ~ DATE OWNER NER WETLANDS i b 'HEADWALL u 4 - ~ ~ \ ~ ~ ~ ~ ~ ~'-r S.A. = 23 583! UPP WETLANDS ~ - oo x ~ ~ ~ ~ .i~lV, INS ~ ~ ~1 ~ ~ M ~ _ _ - I . = 23 83~.F EL 16.0 - ~ ,5 ~ @_ ~ ~ ~ 2~b X ~ N r.. S~A~ =18 979 S.F EL. 320.0 ~ - Ij I o c L, I o ~ ~ I II ~ ~ ~ ' ~z~ _ , _ _ i I I N ~ tD 0 ~ ~ - ~''9~ ~ ~ES-~L:- ,r ~ - 1 - _ _ , _ FES EL.= ~ ti ti _ ~ I ~ ~ N O O ~ I p ~ 320.0 ~ ~ ~ ; I ~ ~ ~ ~ 325.73 % ~ I ~ rn~ I- m W ~ Q ~ - l~ ~ ~ ~ ~ ~ ~ ~ i ' ~ I Q o ~ ~ I z ~ / tt (n ~ ~ ~ ~ ~ a ~ ~ i l~ tt ~~ll I _ rn I I ~ J I M I ~ Z • _ oooo~r ~ I Q ~ ~r o v ~ ~ ~ ~ l ~ ~ ~ ~ C.) Q ^ 00 ~ ~ ~ \ ~ t0 z~ ~ ~ ~ ~ ~ ~ pUrn ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~ r,~••~ ~ ~ ~ ~ BY THE TOWN OF WAKE FOREST. ~ = m rn ~ ~ ~ ~ i _ _ ~ p~..v~ ~ Opw" W ~ ~ ~ J _ ~ - \ ~ ~ C l ~ Public Works and Utilities Date ~ Z Z f - ~ - _ fa ~ O O W = ~ - ~ _ y ~ ~ ~ ~ _ _ . I i ~ ~ ' ~ ! _ i ~ W . ax ~r, - ~ z w Q Engineenng Department Date U U J w ~.,i lf') - i - _ W w j.u-__~_. ~ ~ ~ • ~ i'1~ ~I~~ I~~ U ~ ~ ~ i w :~1 ~ i,l ~ o Q ~ ~ Fire Preventwn Date O ~ t,, ~ - J ~ n-. f~~ ~i 'I ~ ~ Q W ~ C.~' 00 I~' 4.~ _ L Q ~ ~ - - m W ~ ;,~I i r r Dote ,.~li Subdw~sion Admen st ato - - ~ , m , N Z ~ p,, m i i 1 .i III 4 ~ I ~ ii'_I I.~ v O ~ ~ N - .C'_' ~ S . I.I ~ ~ - ~ I I ~ r-, ~ ~ ~I i I i'. ~i iI II I I I I~ I I I~ L ES H ~P C71 U 0 LAND DISTURBING ACTIVITY ~ ~ a U W C7 Q PERMITTED UNDER WAKE a a Q J L~ COUNTY PERMIT 0003489 ~ C] d O ~~d O ti DATE: 07-26-01 GRAPHIC SCALE s TOPOGRAPHIC AND BOUNDARY INFORMATION FROM DRAWN: JCJ MURPHY HOBSON SACKS, RALEIGH, INC. 1. SHEET: l a J J ( IN FEET ) Cl- ~ 1 inch = 40 it ;n EC-1 r W O f'- [A r Q N O r 0 i 1" STORM POOL WEIR ELEVATION 318.00 ' k b' f t "x6" F~NI Sy f 24" " Rq p p 24 F 3• ~ CAULK ALL JOINTS ~ S ~Op > (TYP.) e w PERMANENT POOL ~ PLANT LIST 316.00 Q o 4x4 z ti o Q tly. PLACE 2 O.C. ~ (MAX.) c~ ORIGINAL GRADE SCIENTIFIC NAME COMMON NAME SIZE w SAGITTARIA LATIFOLIA DUCK POTATO, ARROWHEAD TUBER - 2'-0" O.C. x ' U HIBISCUS MOSCHEUTOS ROSE MALLOW, MARSH HIBISCUS 1 QUART - 4'-6" O.C. O a 1 T-4'-" c f CEPHALANTHUS OCCIDENTALIS BUTTONBUSH QUAR 0 O.C. O r SCIRPUS TABERNAEMONTANII BULLRUSH PLUG - 1'-0" O.C. N a. Z ~f . TOXIDIUM DISTICHUM BALD CYPRESS 1 QUART - AS SHOWN ON PLAN ~ a a c. ' 4 • CONCRETE IN N ~ Q d ~ ~ PLACE ~ • ° , CONCRETE BASE ' J f~ • W 4 2 ..a • \f a ~ . ; : Z U O •a wo ~ ~ J ~ d - w Q Z Q ~ Q i- O ~ ~ W 0 WWW ~J Q Q V? NOT TO S A NOT TO SCALE PLANTING SCHEDULE C LE CMP RISER DETAIL N T TO SCALE ~ U o WEIR DETAIL / , ~ ~i a- . o . ~ d~ o ~ a- a ° z u~ W ~ U ~ N^ ~ dd ~ Q . C.I. 3 ~ 324.00 EXISTING TRASH RACK WffH ANTI-VORTEX DEVICE 312.50 . 1 • _ TRASH RACK WITH ANTI-VORTEX D E • p TRASH RACK WffH ANTI VORTEX DEVICE • • . • ' O N r- c~ O ~ w ~ co ~ I- N 322.OOQ 1 INCH STORM 3 38'rRCP BYPASS FES EL = 321.00 318.000 1 INCH STORM WEIR E WEIR EL 318.00 1 312.000 1 INCH STORM WEIR EL 312.00 ~ O O 1 ~ rn~ _ ~ ~Q I O z ~ rn cCS ~ ~ I Q ~ ~.'.'.'.'.'.'.'....'.':.':::ROIL: CffOSSING':::::. 4. .'.'.'.'.'.'.'....'.'.':.'.'.':.'.':.'.'.EX: DAM 24 2 G Q~oo 24' ..:.........................:.BERhf O U ~ PERMANENT PERMANENT PERMANENT O ~ ~ POOL ELEVATION POOL ELEVATION RIP RAP AS SHONM POOL ELEVATION ~ _ ~ 0) U~ I- ~ 320.00 ON PLAN D 316.00 ~ 308,00 O ~ ~ 1 ~ O O w 1 Fi. O O W = 3 INCH ORIFlCE • ~ ~ ~ 3 INCH ORIFlCE ' W - ~ X 1 INCH ORIFlCE ~ = W Q FOR DRAWDOWN '.':.'.10:::::::::'.'.':.'." FES EL = 318.00 FOR DRAWDOWN FOR DRAWDOWN U C7 J LI- OF 1 INCH STORM W W OF 1 INCH STORM 1" STORM POOL OF 1 INCH STORM TIE TO EXISTING TIE TO EXISTING ~ J F- O Q GRADE GRADE 317.00 FES EL. - 316.00 313.00 g 0 . 1 305.00 ~ O C>! DO o ~ P ENi POOL . cv W v C7 v _ ~T MITI-SEEP COWIRS 2 FES EL = 316.00 ~ EMERGENCY DRAIN EMERGENCY DRAIN EMERGENCY DRNN u~ N EXTEND 8~ PVC PIPE EXTEND 8' PVC PIPE 15' OR TO DAYLIGHT 15~ OR TO DAYLIGHT ~ SEE CMP RISER DETAIL THIS SHEET SEE CMP RISER DET/UL THIS SHEET SHEET SEE CMP RISER DETNL THIS SHEET ~S ~P rn o ~ Q c? Q a ri a ~b U C7 d~ ~!d u O r Q DATE: 07-26-01 r~- H w ~n ~-i DRAWN: JCJ SHEET: DT-1 0 4' NOT TO SCALE SECTION - RISER 1 5 NOT TO SCALE SECTION - RISER 2 6 NOT TO SCALE SECTION - RISER 3 cr.. Y M+i Q _ . _ , f~ r LEIGH INC ~ BOUNDARY INFORMATION FROM ~ RaM MURPHY HOBSON SACKS, RA TOPOGRAPHIC AND r t~ ~ ~ ~ ~ ~ ~ REVIEW ENGINEER DISCLAIMER SHEET INDEX ~ ~2 ~ raj ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW C-1 COYER SHEET ' ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY LJMITS THE RESPONSIBILffY OF THE OWNER AND ENGINEER EC-1 PLAN OF RECORD WITH REGARD TO COMPLIANCE WfIH ALL EROSION CONTROL DETAILS EC-2 SITE FEDERAL, STATE, AND LOCAL STANDARDS AND/OR DETAILS DT-1 CONDmONS. PLAN & PROFILE PP-1 OWNER CERTIFICATE z I 0 OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH H H ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST _ ~ ~ TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE N ~ WITH TOWN STANDARDS AND/OR CONDITIONS DESCitIBED IN ~ ~ THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR Z RE-EXECU110N OF THIS CONSTRUCTION PLAT WITH THE (n APPROPRIATE CORRECTIONS AND/OR REVISfONS. Y MAP ~ ICINIT V Q (n (NTS} 0 Z OWNER DAB Q J W THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~ ¦ ¦ ¦ BY THE TOWN OF WAKE FOREST. ¦ z Public Works and Utilities Dote LAND DISTURBING ACTIVITY _ - ¦ PERMITTED UNDER WAKE rtment Date Engineering Depa COUNTY PERMIT #0003489 Date Fire Prevention o0 i i ion Administrator Date Subd v s N -T W I ~ W s I ~ ~ I 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ^ I d- 1 ~ ~ ~ W ~ d- ~ i ¢ ~ T -T -T -T -T -1 -T -T -T -T T -T -T -T -T -T -T N N / , V1 ~ 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ 3 3 ~ ~I I 0! ~ ~ ~ ~ ~ 3 ~ ~ ~ ~ ~ ~ W N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N ~ ~ 312.5 o I ~ ~ I I ~ ~ ~ ~ ~ ; I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ U ~ + ~ o ® ~@ ~ I U U U 3~ I ~ 55 ~ ~ ~ ~ ~ 312.5 0 ~ ~ ~ + 3 ~ I / ~ ; 307.5,( I I ' , ~ ro 11308.Q - - - - - - - - - - - - - - - - - - - - - - s / ~ / ~ ` 316.5 ~ ~ ~ ~ ~ ~ ~ i ~1 I I ~ U N LED CURB I ~ 20 ROL ..r:. I i' 1 ~ I ~ I1111 ~ I I I ( r _ _ (gyp c T~ - M ( ( r V~7' ~ SANI ARY E E ~ ~ 5 F / 3 a 3 ~ ~ l +t 7, .i < < ~ S MENT ~ ~ r~ ~ 7 ~ -3 ~ ~ o ~ ~ I ~ ~ W ~ Z cS = ' ~ 313.0 - ~ I ~ ~ _ ~ s~ - ss ss - ss - . ~ ~ - x - ss - - ss - ss - ss s ' n - _ U ~ - , ~ I ~ Q ~ l ~ d ~ i ~ l + i ~ 1 h~ ~ ~ ~ Illllal\\\ ~ - " ~ I - _ - s ~ I _ ~ ~ , i I l' - o~ - ~ ~ . ~ o 6.5 ~ r. Z _ f~ ~<i ~ ( i ~ , ~ - i ~ ~ \ ~ ~ i ~ j ~i ~ ~ , ( ~ ~ ~ I ~ ~ • i c0 ~ ~ ~ ~ ~ , - r- - I p ~ ~ ~ i' i~;. ~ , i / 1 i, 71C' O ~ ` ~ ~--1 i V ~ ~ ~ ~ ~ ~ I ~ II X I r_ V 1 ~ ~ - ~ I a i ~ Q c ~ ~ ~ Zoo i rn ~ ~ ~ J ~ ~ ~s ~ ~ 3 ~ v~ _ .I 1 ~ ~ d ~ .i--~O 1 - AOa~ i Q ~ ~t ~ - \ F _ _ 0 ~ ~ ~ I ~ t0 0 U r` - ~ _ - ~ ~ ~ o . I : ~ _ _ ' _ _ ~ pF-~~, o ~ - ; : ~ o 1 - az _ cn ~ o c N ~ ~z~ ~ x I' ~ r ~ ~ ~ - i _ p 1 - _ - - - - - ~ u. w ~ x _ + ~ i - - ~ ~ ; - _ t__ ~ U~~ ___.T ~ _ - - - - _-r_ ~ - rn 1 -i' o ~ I - - - - ` 1 ~ ~ o~ ~ - ~ ~ o0 I ~ f;~, ti ~ - 1 ~ _ - - _ _ ~ } _ _ } ~ ~ . , - - v - ~ Q ; r-- - - •V ~ ~ ~ ~ ~ I ~ ~ r ~ I 8 ~ _ ~ i ~ i ~ 1\ - _ - ~ ~ - - . ~ ~ _ ( ~ ~ ~ v r _ _ ' - - ~ ~ i~ f~ 'i i ~ ~ E ~ ' W ~ ~ -r; - - L+~ - ~ - - - - - ' I ~ n' J ~ ~ ~ M, ~ , . - ~ ~ ~ - - ~;r=_- - ~ ~ - C~ - ~P . ~ . ~ . - r-=- - o ~ _ O ~ _ ~ Q . . P - W ~ N t - l~ h ' .F _ , _ . h. - - ~ ~ . _ Q v _ - - Ul M1 ~ _ L ; , ~ ~ - _ a ;i; ~ i W ~ ~ ~ ~ I i i I . ~ W ~ _ - _ -J l~ W - ~ . , ~ ~ > ~ ~ ~ FF - I ~ i i ~ ~ ~ ~ ~ ~ ~ U ~ 'I ~ ~I ~ G 9~~ I' ~ ~ ~ ~ ~ - i ~ ~ d i _ ~ CO ~I I ~ ? ~ i li 3 y 11-_ _ _ i ~ ~ r~ i I ~ ~ ~ 11 - - - I - ~ ~ ~ ~ 7~- i i, 'I ~ 'r F I ,i: i i ! ~ .~fl I ~ t ; 4 ;1~ ~ ~ i ~ ~ 1 - r ~ _ ~ f- Q i 1 41 1 1~ ~ '.L rt ` z ~ ~ ~ ~ ~ , ~ ~ ~ DATE: 10 02 01 - i _ ~ x-r~ lz- -x ~ ~ \~_x_x_.l - ~ ~ ~ ~ ~,f ~ ~ it ~ i i ~ i~ i I G: ~ , ~ DRAWN: ICJ - i-~ i ~ i~, r-- W J i 'i . ~ i . ~ ~ ~ ~ i ~ , Z \ , - f 7~ ~~I ~ u i \ f ~ ~ SHEET: 1 r~TT T A ['ITT T/1T !`I/11?T['•1rPTT T!`ITT/lAT t _ ~ 1 15 7S 75 dU w ~ to,L,Efia~liruick-AJiv3 itcuk-,iiviv - SCALE : t• = 30, s'~+.;•r,~t~s4_ ygn;~ea'q+~::. ,,~.y-r;f-•-•-:.rT, _ . W ° ~ RAPHiC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. TOPOG CONSTRUCTION NOTES ~ r A ~ ~ 1. THESE PLANS PROPOSE A RQAD CROSSING THROUGH RIPARIAN BUFFERS ° PERMITTED BY NC DIVISION OF WATER QUALITY (DWQ) PERMIT #010276. ~ THIS PERMIT HAS AS A CONDITfON A REQUIREMENT TO TREAT SITE STORMWATER. THE FORMER POND AREA WILL BE DEVELOPED AS SHOWN AS AN EXTENDED WETLANDS FOR THE TREATMENT OF SITE AND UPSTREAM OFFSITE STORMWATER. SITE 2. A U.S. ARMY CORPS OF ENGINEERS (COE) PERMIT (ACTION ID #200120575), FOR THE PROPOSED RQAD CROSSING HAS BEEN ISSUED. z O 3. CONTRACTOR TO OBTAIN COPIES OF GRADING, COE AND DWQ PERMITS. _ N 4. MAINTAIN EXISTING EROSION CONTROL MEASURES INCLUDING SILT F<- K In v FENCING, DIVERSION BERMS, AND OTHER MEASURES AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. INSURE DIVERSION OF SITE STORMWATER Z c~ VICINITY MAP AWAY FROM WETLANDS AREA UNTIL PLANTING IS COMPLETED. CLEAR ONLY ~ AS NECESSARY TO INSTALL THESE DEVICES. w 0 (NTS) 5. CONTRACTOR TO RELOCATE EXISTING EROSION CONTROL MEASURES AS a T A MMODATE REVISED SITE PLAN. NOTIFY WAKE COUNTY Z SHOWN 0 CCO a ENVIRONMENTAL ENGINEER WHEN THESE RELOCATED MEASURES ARE IN J PLACE. w 3 I 6. DO NOT REMOVE PREVIOUSLY INSTALLED SILT FENCE ALONG BUFFER ~ 3 3 UP SLOPE LIMITS UNTIL AREA IS STABILIZED AND WETLANDS CONSTRUCTION z p~~ IS COMPLETED. ode 7. INSTALL RISER STRUCTURES AND DOWNSTREAM DISSIPATORS ON STRUCTURE DISCHARGES. MAINTAIN STREAM FLOW BYPASS CAPABILITY UNTIL WETLANDS ~ ~ _ ARE ESTABLISHED. ~ N INSTALL CURB ACROSS F--~ ~ 8. MAINTAIN DEVICES AS NEEDED AS SITE IS BROUGHT TO GRADE FLUME OPENINGS 32 9. STABILIZE SITE SLOPES AS SOON AS THEY ARE BROUGHT TO GRADE. ~ INSTALL C350 VEGETATIVE MAT AMERICAN GREEN OR APPROVED EQUAL N ( ) FROM PERMANENT POOL ELEVATION TO 1" STORM ELEVATION AROUND WETLANDS PERIMETER AS SHOWN. - o i 10. PLANT WETLANDS VEGETATION AS CALLED FOR ON APPROVED PLAN. ~ / z 11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED r-T-T T-T-,-T-T T-T-T-T-T ~ ~ 16'WE1R®EL318.0 1 0 1" STORM POOL PO KET WETLANDS COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR. Q ®EL.38. ( ) ~ ITH RECONDITIONING / WITH 3" DISCHARGE C DISCHARGE ORIFICE AT 'I,9 4 S.F. EL. 308.0 _I ~E N VEGETATIVE MAT ~ EL. 316.0 (PERMANEN I (PERMANENT POOL) 12. IF SITE IS APPROVED, REMOVE EROSION CONTROL MEASURES AND SEED INS EL 316.0 TO / BUILD N R 312 5 OUT ANY BARE A EAS. o EL. 318.0 ~ ~ / ' ETAl1VE MAT 13. REMOVE DIVERSION BERMS AND STREAM BYPASS TO ALLOW FLOW INTO t„~ VEG ~ + WETLANDS. ¢ o~, EL. 308.0 (PERMANENT (Y~ / ~ ' ggi WATER EL TO ) ~ 312'5 ° ' EL 312.0 1" STORM EL. LEGEND I I ¢ + ~ ( ) O i 307.5,E (/1 r--t ~ ~ 4 ~ ~ RISER 3 0+ `i30 PINE P DENOTES TREES TO BE REMOVED. ~ i ~ ~ TOP EL. ` ALL OTHERS TO BE UTILIZED IN ~ 3b6. ~ ~ ~ ~ ~ ,-4 316 ~ i 312.0 0 0, MAPLE (M) PROP WETLANDS. ~ ~ ~ OSED > N ~ N 'tt : ! x z ~ ~ _ i - - - - - - ~ 11 WE 11~ WEIR ®EL. 312.00 o i of - ~ 24 x9 x22 nB~ " ~ POPLAR (PO) (1 STORM POOL) F R BAY i SI E CLASS, (1 Sl 0 E ~ DI~SA ATOR t S.F. T ~ a WITH 984 ~ r , WITH 1" DISCHARGE ORIFICE AT 0 . CEDAR (C) ~ 40~C1 ~ x30 , EL 3( VE MAT EL. 308.00 HARDWOOD (HW) ..,r::. ~ ~ 313.0 ~ - ~ ~ t ss-. ss ss - s - sr - ~ ~ ' ~ RISER 2 + (PERM (PERMANEfitfi1300t~___-- ,,~nuiui,~, _ - CLEAN OUT EXISTING ~ ~ Q ~ ~~L.322. EL.- ~ - - SEDIMENT BASIN AND / ~ ~ i ~ 318. ------------0ISSAPATD~-- _ _ ~ ~ _ ,EL. EMPLOY AS FOREBAY TO , 7, ~ ~ ~ - - Y~.;: ~ ~ - a~ P OPOSED , _________-=2.X9 X2Z"-__ ~~~1 .94 1 4 REVIEW ENGINEER DISCLAIMER ~ ~ . - ~ 36 FES EL. 3 8.9 . = ~ o ~ ~ XTEN ~ ~ ' ' ~ ON OF THIS CONSTRUCTION PLAT BY THE REVIEW Q ~ Z U~ /i'i~ ~ ~ i IXECUTI = ~ (wn n - - . o _ - r ~ ~ ~ ~ ET ND.S - , , , ~ ~ ~ ~ ~ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY - ~ - ~ i ( I ~ ~ LIMffS THE RESPONSIBILITY OF THE OWNER AND ENGINEER ~ ~ ~ PO ~ ~,,M-4 I , fi l , ~ i ~ ~ ( j ~ I ~ i ~ ~ ~ F' Q': ' ~~~'~~~'`~I-_ ~ I ~ I i ~ ~ ~ ~ ~ OF RECORD WfTH REGARD TO COMPLIANCE WITH ALL ~ D ~ ~ T6~ ~ so ~ . ~2~ 927 S.F. WETL ~ , , ~ I : ; i i ~ FEDERAL, STATE, AND LOCAL STANDARDS AND/OR ~ ~i ~ v 2 O ~:~F. ~ ~ .595 AC. I ~ ~ CONDITIONS. p-y ~ ~ M-12 RISER 1 A & 16 A ~ _ii~~r, ~it~.l~; i ~ ; ' ! OWNER CERTIFlCATE i ~ A ~!-4~ WITH 60 ~ - ~ ,A , ~ P0= ~ ~ C ~ , OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ~ ~ _ ~ CONNECT IT ~ ~ M ~ A ~ ~ TOP EL= do \~A~ ~ ~ 'i ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST ~t 322.0 WER WETLANDS M- , ; LO ~ , TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE LANDS ~ ' WITH TOWN STANDARDS AND OR CONDmONS DESCRIBED IN ~y3°,, - _-1.: / - ' " ' ' THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR o / ~ S.A. 23,5$3 S.F @ EL, X ~ UPPER WETLANDS ,~f\ ~ S.F n EL..~16.D__-_____ - - l~ ~ I N f THIS CONSTRUCTION PLAT WITH THE _ RE EXECUTO 0 o •r ~ ~ _ V ~ ~ i S.A. -18 979 S.F EL. 320.0 ~ f APPROPRIATE CORRECTIONS AND/OR REVISIONS. _ ;I . E @ _ ~ 1 ~ ~i ~ - ~ '~i ~ i yZ~ ~ `1 - i / _ _ - _ - a,~ ~ ~ ~ ~ - - ~i 4i? - r~ N N ~0 - - ~ . v 1 ~1 ~ - - _n ~ . ~ F. - - ' OWNER DATE W '1J N O , t - ~ i--i Q ~ v ° , ® - ~ ~ - DOUBLE CURB ~ rn ~ Z o ~ ~~'o M ~x ~ INLET (Tl`P.) _ ~ ~ THESE P'~ANS HAVE BEEN APPRO~~ D FOR COt,STRJGTIO~; • ~ N Q O op ~ ~ mI _ ~ _s _ _ _ _ B't' THE TOth'N OF WAKE FG;ZEST. r ¢ ~ ~ ~ _ ~ F rn~ _ Q . _ x o 0Q,-,~ - RUrn,. ~ N k'~~ /~8zn~ I !ir'C ~ 1 F~ DLL ~ v Fub(:c Wd,p.; and t~,Iifu.,^ c ~ ~ ~ CO V ~l r 1 ' REPLACE EX. FES , I - _ I- _ ! 1"JiTH PROP. G x - - W Boaz" En ineerin Department Date ~ ~ Q 9 9 ~ Z ~ W - - - - ,lUNC310N BOX ~ ~a~ R ~ I ~ ~ I ' 1 =~-~~~,.INV IN= 324.35-'-~ ~ ' . c x _ ~ - ~ . _ _ Fire Prevention Dote ~ W i~ W LL ~ ~ ~ _ NV OUT= 32 .15- ~ . ~ (n k_. . - ~ W ~ - ~ : t~ ~ W ~ ~ I ~e 1 - W U W H tI> _ Subdivision Administrator Dote ~ = J x w ~ ~ .I ~ t~ . - tf) - - - - Z W - ~ ~ ' ~I I'~ ~ r O Q 1'' ~ O ~ ~ U -J ~ ~ ' I ~ ' • ~ oc ~ t0 ~ Q _ I_ ~ ~ ; ; ~ <<< f ` i . ..K ~ _ _ - -'s. - - _ _ ~ ~ . ~ - (n - - - LAND DISTURBING ACTIVITY Q..~ ~{I'. ~ C I ~ ~ W a ~ i W - ~ I~` ~ _ ~ - II~~ PERMITTED UNDER WAKE ~ r ~ ~ ~ ~ ~ - f ~I COUNTY PERMIT #0003489 ~ a_ ~ ~ ~ ~ EJ~ ~I . _ _ 31 c i S f ~ I I ~ 'f ~ ~ E ~~I? - ~ ~ ~ ~ _ ~ ~ r i . , . ~ - r i r- r S STORM DRAaNAGE DATA ~P DRAIN AREA Q TOTAL Q RECEIVING ~ TRUCT n n too too ~ NO. TOP INV. IN INV. OUT LENGTH PIPE SIZE PIPE SLOPE (ACRES) C ICES) ICES) STRUCT. N0. ~ Q Q ~ L 327.50 - 324.05 40 18" CPP 1.0% 1.32 0.80 10.03 10.03 ~ C 326.44 323.65 323.50 42 18" CPP 1.0~ 0.03 0.95 0.27 10.30 d' " 1.0~ 1.80 0.85 11.53 21.83 ~ ~ d 325.97 323.08 322.82 28 24 CPP C t- 326.11 322.54 322.34 20 36" CPP 0.2~ - - 3.0 24.83 - - 322.30 - - - - - - 24.83 N. WETLANDS DATE: 10/02/01 GRAPHIC SCALE 330.00 324.35 322.15 70 18" CPP 1.0% - - - 4.20 3 fi.00 321.45 321.20 50 18" CPP 1.0% 0.80 0.85 3.46 7.66 DRAWN: JCJ 2 326.29 321.70 317.00 26 48" CMP 0.0q 0.80 0.85 3.0 10.66 ~n nn - - - 265.00 S. WETLANDS SHEET: IN FEET> 1 inch = 40 it RELEASED FOR CONSTRUCTION EC-1 a,~ r. „vim. ~ o 1. CLEAR DELINEATION: TREE SAVE AREA, BUFFERS Q OR OTHER AREAS WHERE EXISTING VEGEfAT10N IS TO BE A SRES~VED ~S SHOWN ON LTHETAPPROVED lA DSCTAPE PfIAN. TREE PROTECTION AREA 6• 0 THE AREA MUST BE CLEARLY MARKED WITH SIGNAGE DESIGNATION IT A "TREE PROTECTION AREA" AND MUST BE SURROUNDED BY DO NOT DISTURB 3~~R. ONE OR MORE OF THE FOLLOWING: CONTINUOUS FOUR ~al FOOT ORANGE POLYETHYLENE TYPICAL TREE PROTECTION TAPE/STRIPING g~~ VMtlIBLF 0.S OIRECtED BY 1HE ENpNEIX NVL41 MRE F/BR~C ~7~ StT FIIK£ CEOh%IrtE f~BMC LAMINAR SAFEfY FE C7NG 2~ •.:,.I:.l CONTINUOUS ROPE FOUR (4) INCH WIDE HEAVY MILL -USE SRT FFNCE OHLY MHEN giNH~GE ARGA 'p YW. 1R-1/Y C+1. NOT pC~ 1/L AtltE M!D NE~4X IM ; ~ S~ FLAGGING _ ~ 5' 0 W1ptYFDIAIE NiEAS OF CONCENIRAIED ROW z 0 1~1. 10 CA N11SS l1NE 1MFES -END OG 9LT fENQ RIDS TO BE NFNm U%#1. ~ O 2. LAND DISTURBANCE: THERE SHOULD BE NO CLEARING, ~ Z~-O~ ~I EXCAVATION, SOIL COMPACTION OR CHANGES OF THE EXISTING F ~ ~ CAIDE Vl GR4DE WRHIN THE DELINEATED TREE SAVE AREAS. SHOULD > » ~ ~ • fOR PFPNR OF 4LT THE REMOVAL OF UNDERBRUSH VEGETATION TAKE PLACE, EVERY STANDARD Z -O O - 0 0 N SITE fFNCE FNlllFFS, Ug ~ ~ ~ Na 5] W~9ED STM~E ~ EFFORT SHOULD BE MADE TO MINIMIZE THE DISTURBANCE OF a fOR /JIWgt MIEN 9LT N Z ifllCE S GPOIECI~lC ~IIOILR 90tT .~5 ~ THE TSA 8Y HEAVY EQUIPMENT. SOIL COMPACTION, erc. N.T.S. GTaI BA9N. ONECIED Br EHgNmt • W 6" D SIDE VIEW o 3 R 3"R. 1/4"R. FRONT VIEW ~ ..7,~.:-~ ;.;1~~» SILT FENCE NOTES: ~ ~ J z TANDARD ETAL NPICAL TREE PROTECTION METHODS 12^ 6„ r.;.•,:,~ ^ POSTS 2'-0~ IN GROUND 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP ~ TO ENSURE CONSTRUCTION ENTRANCE IS USED. GAIVINIZED 2~-6~~ 2 -6 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT J W HARDWARD WIRE THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- ~ ING OVER THE STONE THEN THE TIRES OF THE EXTENDS TO STANDARD 2'-6" IN TOP OF BOX IN RIGHT OF WAY VEHICLES MUST BE WASHED BEFORE ENTERING THE I- ~ ~ N.T.S. PUBLIC ROAD. Q ~ ~ N 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS .o. ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY • g- TYPICAL CURB & GUT e N.T.S. & GUTTER DETAILS WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY U RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL -1 O O RESPONSIBILITY FORM. ~ ~ a/ 'o ~p o 'P' STANDARD TEMPORARY SILT FENCE ~ ~ ~ rig ~ _i N.T.S. o x H ~ / ~ Oe RIP RAP BASIN MAINTENANCE U ~ ~ O ~ o ~ - SHOULDERS. SIDE DITCHES. SLOPES (MAX. 3:1) ~ DATE TYPE PLANTING RATE INSPE ORIGI # 57 WASHED STONE PLACED TO A AUG 15 - NOV 1 TALL FESCUE 300 LBS./ACRE THAT HEIGHT OF 12°-18" MIN. ABOVE NOV t - MAR 1 TALL FESCUE 300 LBS./ACRE CONS TOP OF BOX & ABRUZZI RYE 25 LBS./ACRE CHEC STANDARD CATCH BASI~YARD INLET PROTECTION APRR ~~5 -JUN 0 HULLEDSCOMMON BERMUDAGRASS 25 LBS./AC EE MINIM JUL 1 - AUG 15 TALL FESCUE AND 120 LBS./ACRE ABOVE INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS w r~ T~ ATINSLREIMOV DO N A DESIGNATED DD SPOSAL AREA AND REPLACOE THE CONTAMHNATDED IPART~ OF THEE GRAVEL FACING~CE THE SEDIMENT ~ ~ O W CONSTRUCTION WITH SEEDING. U~ ~ CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A O MINIMUM OF 1.5 FT BELOW THE lOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ~ U ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. w BROWNTOP MILLET 35 LBS./ACRE OR SORGHUM - SUDAN HYBRIDS 30 LBS./ACRE STABL sv un. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. ,,P "„"'l~~%d'~,•o SLOPES (3:1 TO 2:1) CONS eur simarm ro ~ TYPE ~ ~7~ w ~„a, a, ~ DATE PLANTING RATE .n;~;~;k~~:l•i~. MAR 1 -JUNE 1 SERICEA LE~SPEDEZA (SCARIFIED) 50 LBS./ACRE ''`'t~2`-`s' srowE iO~B[ o~"':~'- 25' ca wmx of MAR 1 -APR 15 ADD TALL FESCUE 120 LBS.~ACRE 5FT Nn V V_ WN Ep5rt1c ~~'(AXiGE SPONE at wulROAD;'`: PROaoSED smEET. 1.S Ff ~.2 \Q: flOADWAY - ~:j;,BN1I5»:~;^,{':..?y;,.~~~~.:; YMICNEKR IS MAR 1 -JUN 30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE 1800 W Ff~~CRE 6 Ff `~E~1°`' MAR 1 -JUN 30~ OR ADD HULLED COMMON BERMUDAGRASS 25 LBS./ACRE e~ ~J N~ 111111~~~"`` APR 15 -JUN 36 HULLED COMMON BERMUDAGRASS 25 LBS./ACHE 12' Mi - JUL 1 - AUG 15 TALL FESCUE AND 120 LBS./ACRE Fl~hp REVIEW ENGINEER DISCWMER PLAN BROWNTOP MILLET 35 LBS./ACRE FABRIC EXECUTION OF THIS CONSTRUCTION PUT HY THE REVIEW OR SORGHUM -SUDAN HYBRIDS. 30 LBS./ACRE CROSS SECTION ENGINEER FOR THE TOWN OF WAKE ~ORE5f IN NO WAV SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS./ACRE LIMBS THE RESPONSIBILITY OF THE OWNER AND ENGINEER J5' YIN. 15' MIN. NEW CON5iRUCT10N~ NOV 1 - MAR 1 ADD ABRUZZ SRYE ~ X26 LBS.//ACRE NOT 1S~ US [~arnr+c noinwer NOTES' OF RECORD WITH REGARD TO COMPWWCE WfiH ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR 1. USE FOR DRAINAGE AREAS cor+omoNS. ' N 12~ MIN. NOT EXCEEDING 5 (FIVE) ACRES. M 2. EA INFORMATION CONECRNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. AC rneRic uxoEa cone ~ THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; 3. US OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING OWNER CER1lFlCATE n CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL ACCORDING TO TRIANGLE SPECIFICATIONS. OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH /1 1 C'vc w N O 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERN. TOnCORRECTAANY ERR RSROMI3YSIONS OR NONCOMPUEai~eE~ ~ ¢ o WRH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN ~ ~ ~ a ~ O CROSS SECTION TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT THIS CONStF2UCT10N PLAT, INCLUDING RE-SUBMISSION OR tV p ~~~~y E. RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE • ~ [a O ~ VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12"IN HEIGHT BEFORE DE4a: F~ ~~ttEUENj. , ~ 1 J A°PROPRIATE CORRECTIONS AND/OR REVISIONS. U 4 U ~ SETnED TOP CONSTRUCTION ENTRANCE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. N.T.S. \ : ~ ~ ~ i' raa~eo,veo O ~ ~ ~ ~ o~ t.5 FT 1o Ff NIN ~ C~J~::EG: DkT'ci ~ ~ ~ ~ z, 1 zi so[ C~ ~ O O SEEDBED PREPARATION 6 R ROPE MA% z x MA% FlLL ° °g~ ~ Q a Q n~~+ ~ 1:1 9DE 30PE ~ w x "W'' 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE FPBfdC MA% ~GRWND ~ ~ U SOIL CONDITIONS, IF AVAILABLE. 2.) RIP THE ENTIRE AREA TO 6" DEPTH. YIN ~ O Q cwv~m W 3.) REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS ~ ~ ~ M~ ° LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. GRAVEL & RIP RAP BASIN/OUTLET ~ `r. THESE PUVJS HAVE BEEN APPROVED FOR CONSTRUCTION 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND STEEP CUT OR FILL SLOPE _ m N.T.S. BY THE TOWN OF WWCE FOREST. p~ MIX WITH SOIL (SEE BELOW*). Public Works onE Utilities Date 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONBLI' UNIFORM SEEDBED IS PREPARED 4' TO 6° DEEP. r.i SLOPE (MAX) l - ST/9h13E p~£F90H piQ1 Nl 6. SEED EVENLY ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH M11H tEYFORARY 4IDINC NOTES: Engineering Department Dote ANC GRADING CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER SEEDING EQUIPMENT OR CULTIPACK Af-fER SEEDING. CROSS SECTION ~"^~a G M THE METHODS OF SEEDING MAY BE VARIED AT THE DISCRETION OF THE D CONTRACTOR ON HIS OWN RESPONSIBILITY TO ESTABLISH A SMOOTH PosinvE cRnoE i.ox Mnx. IN UNIFORM TURF, COMPOSED OF THE SPECIFIED GRASS. uPS~oPe roE MEASURES NECESSARY TO INSURE THAT ALL EROSION CONTROL Fie P~e~e~co~ ooze ,~~5 DEVICES ARE MAINTAINED AND PLACED TO AVOID ANY SILT GOING ~~P INTO THE STREAM AND~OR NEUSE RIVER RIPARIAN BUFFER. s~ta~~~:~o~ aem~~~:o-ato~ Dote p G 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. SIDE SLOPES ~ Pe 8. INSPECT ALL SEEDED AEAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS 2 : ~ LI WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER ~ GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING S&EC Q ~ Q i PINK FLAG DATED NOV. 19, 1999 THAT LOCATES THE NORTHERN BUFFER ~ LIMITS AND SHALL STAY A MINIMUM OF 55'-0" FROM THIS POINT. ~'~~1 I d GRADING CONTRACTOR SHALL STAY OUT OF THE NUESE RIVER 60~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND ~ G SEEDING RATES. ~ ~ RI 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT RIPARIAN BUFFER LIMITS AS SHOWN ON DRAWING. LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE DATE: 10/02/01 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. STEEP CUT OR FILL SLOPE COUNTY PERMIT #0003489 DRAWN: JCJ SHEET: :nnoi v. nr~oiri a T~ Toni I II.ACCT(~A~C _ 7 Tf1AIC /ACRE (R T(1N4 /ACRE IN CI AY S(111 Sl PI AN VIEW FERTILIZER - 1,000 LBS./ACRE - 10-10-10 SUPERPHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS DIVERSION DITCH MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW RELEASED FOR CONSTRUCTION EC-2 ANCHOR -ASPHALT EMULSION @ 300 GALS./ACRE N.T.S. r A (!7 1" STORM POOL WEIR ELEVATION AS CALLED FOR ON RISER DETAIL ~ "xg" FlN/ syF TYP. o ~ z ( ) R " qpE 0 24" N 24 ®3. CAULK ALL JOINTS 1 S ~Op ~ T1P. f W ( ) NT POOL Ix p PERMANE Z M~ 4'x4' ~ PLANT LIST W W PLACE 2' O.C. w ~ o (MAX.) z= ~ ORIGINAL GRADE ~ p o SIZE O° = a NAME COMMON NAME I s SCIENTIFIC " ao io ~ ~ SAGITTARIA LATIFOLIA DUCK POTATO, ARROWHEAD TUBER - 2 -0 O.C. MOSCHEUTOS ROSE MALLOW, MARSH HIBISCUS 1 QUART - 4'-6" O.C. HIBISCUS USH 1 QUART - 4'-0" O.C. 0 e z CEPHALANTHUS OCCIDENTALIS BUTTONS N r, ~ PLUG - 1'-0" O.C. SCIRPUS TABERNAEMONTANII BULLRUSH 1 QUART - AS SHOWN ON PLAN ~ ~ ~ ° TOXIDIUM DISTICHUM BALD CYPRESS d a .a . ' _ ~ CONCRETE IN s} N ~ PLACE CONCRETE BASE ' ~ ~ W .:a , 24" OR 60" a N as V/ Q vl L~J 1 H ~T~ h~ r-~ H NOT TO SCALE WEIR DETAIL NOT TO SCALE CMP RISER DETAIL PLANTING SCHEDULE NOT TO SCALE ,~,,,,tttttt,,,,,~, ,a P b 0.0 Q~ Z ~ U _ W cfl ~ ~ F. Q' . r~~ ~ i~~ ~ Iiltttt\` • PROPOSED ROAD EXISTING DAM 312.50 CROSSING Q 324.00 TRASH RACK WITH ANTI-VORTEX DEVICE • TRASH RACK WffH ANTI-VORTEX DEVI E ~ u` 'S'..'.' ~ C t+1 WITH ANTI-VORTIX DEVICE ~ TRASH RACK > 18" CPP C ~ ~ N ~O 'V N ~ 318.00 1 INCH STORM WEIR E ' WEIR EL 318.00 312.000 1 INCH STORK • ~ WEIR EL. 312.00 E- ~p _ ~ ~ o 322.OOQ 1 INCH STORM _ - Z o~ o - ' • COVER SLOPE W(fH C350 VEGETATIVE COVER SLOPE WITH C350 VEGETATI • COVER SLOPE WITH C350 VEGETATIVE ' ' ~ ' ~ `t O • MAT BY AMERICAN GREEN OR APPROVE . Q ~ 0~ ~ COVER SLOPE WITH C350 VEGETATIVE MAT EIY AMERICAN GREEN OR APPROVED MAT BY AMERICAN GREEN OR APPRO D • • • MAT BY AMERICAN GREEN OR APPROVED ' . EQUAL BETWEEN PERMANENT POOL EQUAL BETWEEN PERMANENT POOL • EQUAL BETWEEN PERMANENT POOL ~ 0.i d. 1' ORM ELEVATION V ~ ~ EQUAL BETWEEN PERMANENT POOL ~ ~ _ • ELEVATION AND 1' STORM ELEVATION ELEVATION AND 1' STORM ELEVATION ' ' . . • ELEVATION AND ST 24' ...........................BERM...:.,...:.:.. ~ o0 ~ ~U~~ ELEVATION AND 1' STORM ELEVATION 72~ ~ ~ . '._..;.;...:.'......:...'...~...EX,: DkE~ .'.~.........'.'.'...'.RO CkuS~~IG~.....'. 24 . PERMANENT \ ~ x " ~ . RISER PERMANENT PERMANENT POOL ELEVATION POOL ELEVATION , . ti... Ix rn POOL ELEVATION • ' . ~ 316.00 Q 308.00 G~ ~ Q ~ ~ Q z x ,`X,' Q 320.00 _ o 1 INCH ORIFlCE ° 3 INCH ORIFICE ~ 3 INCH ORIFICE ~ .........1.0~... ~ • . FES EL. = 317.00 fOR DRAWDOWN . RAWDOWN . U w F+ FOR D OF f INGH STORM ~ FOR DRAWDOWN OF 1 INCH STORM . . ~ti OF 1 INCH STORM 1 STORM POOL • CLASS 'A' DISSIPATOR o TIE TO EXISTING TlE TO EXISTING ~ G~ GRADE t i GRADE 305A0 ' ~ 'r"1 313.00 cu 317.00 FES EL. - 316.00 o P POOL U 6 ~ . . 7 N ' ~ EMERGENCY DRAIN ANTI-SEEP COLLARS (2) FES EL. = 317.00 EMERGENCY DRAIN Q, EMERGENCY DRAIN EXTEND B' PVC PIPE EXTEND 8' PVC PIPE 15' OR TO DAYLIGHT 15 OR TO DAYLIGHT SEE CMP RISER DETAIL THIS SHEET 0 60' RISER ,P RI R DETAIL THIS SHEET u, CONNECTOR SEE CM SE Z PIPE SEE CMP RISER DETAIL THiS SHEET SHEET S R DISCLAIMER 0 a REVIEW ENGINEE Q' J L' EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~ Z O ENGINEER FOR THE TOWN OF WAKE FOREST iN NO WAY BY THE TOWN OF WAKE FOREST. ~ LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER ~ c_ Q I- fJ OF RECORD WITH REGARD TO COMPLIANCE WITH ALL ~ ~ AN OR Q ~ FEDERAL, STATE, AND LOCAL STANDARDS D/ Public Works and Utilities Date CONDmONS. ~ aJ F- Z d' O U OWNER CERTIFICATE Engineering Department Date J~ ~~d U7 C7 OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH 3 O ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST Fire Prevention Dote O H TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN DATE: 10/0201 a THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR Subdivision Administrotor Date H RE-EXECUTION OF THIS CONSTRUCTION PLAT WffH THE W J APPROPRIATE CORRECTIONS AND/OR REVISIONS. D~~: ICJ Ul H Q LAND DISTURBING ACTIVITY SHEET: T P~R?/ITTPfI IINf1PR WAKE OWNER ATE ~ COUNTY- PERMIT- #00034891 RELEASED FOR CONSTRUCTION DT-1 6 NOT TO SCALE SECTION - RISER 3 To scn~E SECTION - RISER 1 5 NOT TO SCALE SECTION - RISER 2 -'D ) 4 NOT . - ~ _ e= .:~.:a, o _ ~ ,s.._ ,ti A ~ ~ ~ _ :..,k ~ C. MURPHY HOBSON SACKS, RALEIGH, IN r ~ DARY INFORMATION FROM FROM 2 ~ TOPOGRAPHIC AND BOUN i 5 ~ ~ ~ ~ _ - - o • ~ ~ 4 S / - - - y. - i i ~ / ~ D s - ~ - _ _ - (D • ~ ~ v ~ ~ ,N w-, / - NO - j ~ -i Cn - .2 TYP. OW P INT E EV - 326 Y - - % / N ~D = fTl ~ ~ Z SITE OW P INT S A _ +05.1 - - Om ~ ~ ~ Z Rl p~ ~ I ~ / rno~ ~ I _ I 0 PVI STA - 1+7 .94 - / V . 32 .75 / D I 12 ~ ROLL-E~ _ ~~RB- PVI ELE i - / , ~ c~ I ~ ~ ESS - - ~ FRAC~ D ~ A.D. 4.59 _ _ 1 \ ~ / ~ ~ Y SE ER / S, NITAR K = 4.40 ~ ' A i i I ~ z ~ / / ~ / 2 ~ N _ ~ EASEME c~ / - ~ ~ ~ ~ ~ ~ ~ W / ~ 0 I~ T T - ~ ~ • - AP N N_ M 9 = Y M ~ ~2s 5 INIT VIC r o _ ~ ~ - z o - _ I a f~ f ~ J NTS) ~ ~ ~ > F-- - cn ~ `:V~` ~ H LL 340 _ N ~ - Q ~ 1' rT_y. Q J J J ~ C~ ~ E TO EX PA MENT w Q v, d Q • o - N _ °D - ~ coy ti H Q ~ ~ - - _I z C~ ~ ~ 'd' ~ N~ •~N 00 - o ~ ~ ~ A G GA .y o X N ~ U ~ ~ z V co r~ H2 " 3 48'~ P ~ W 60 CMP w ~ aM ~w r~z, =~N - _ + z cv z ~ wv ~ 0 ~ W W W T ~l _~L__- a Q CO ~j - - - ~ z z - ? w o: 33 00 - 33 2 ~ , ' s 328 ~ i ~ - ; ~ 326 0 3 Q+ 330 ~ ~ 32 TP TP N ~3~~-- ,4~ ~ ~ s ~ H i®~,.~ o _ ~L ~ ti U „ Co r EX. 8 W TERLI E s ~ a ~ o 3 1S 'S- _--tea ~ S D° ~ M--1 316.5 ' EXISTI G GR DE \ 320 CMP ' S C!1 H ~ I ~ ~ 0° ~ \ ~ (.L~ ~ o C c~/~ MP \ S \ ti ~ i • 316.5 \ ~ \ ~ O U p.Gp~,, IP cap ~~'2=C0 ~ . ~ ` H ~ \ ~o ~ ~ ~ GF r~ \ ~ o GA ,y ME I M c,a - ~ ?0? I rn cn+ i ~ - ~ ~ ~ , 310 _ I I ~ C ~ i / ~ ~ d' \ ~ ~ 31 : ~ ~i ~ ~ b~ o- _ - I i H z, D TUX z ~ M ~ o W z - r-i I ~ - ~ ~ ~ U= ~ o ~ ~ - CO -p ~ ~ W r` - O m ~ ' , ~ ~ ~ Rl \ \Q•: r ~ ~ i ~ v,,. ' ~ ~ GRAPHIC SCALE y~~,,~ 15 15 30 ~ i~~~~r iii~~~~~~ 3+00 4+00 5+00 1+00 2+00 _ - _ SCALE 0+00 n 30 R GRAPHIC SCALE 25 25 50 100 - _ - SCALE : N r • ~ O M ~ I1 O N ~p 1'-6" 6,~ REVIEW ENGINEER DISCWMER W N ~ Q n EXECUTfON OF THIS CONSTRUCTION PLAT BY THE REVIEW' ~ ~ ~ O ~Ll~tJ ~Q~a7~t~~ 2 NGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY E ~ ~ ' O I LIMfTS THE RESPONSIBILffY OF THE OWNER AND ENulNEER , ,..1 ~ p E~~. ~ OTEGH~vIGAL ENGI~dEER. OF RECORD W'ffH REGARD TO COMPLIANCE WITH ALL . R Q O oo ROAD~~AY DESIGPv TO BE VERIFIED BY GE C FEDERAL, STATE, AND LOCAL STANDARDS AND/OR ( ) Q ~ CONDITIONS. C Q Q ~ :.J N.T.S. a U ~ T Ot~'iiER CERTIFICATE F i~ x . pE~W= 0s',`NER HEREBY CERTIFIES AND AGREES TO TAKE SUCH Q ~ z J IRED BY THE TOWN OF WAKE FOREST ~ O O ACTION AS MAY BE REQU ~ z - TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIAFJCE x Q ,W.~ WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN W x W 3 THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR W ~ ,,.a ~ _ PROPOSED _ROAD - - - - - - RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE ~ W o 0 APPROPRIATE CORRECTIONS AND/OR REVISIONS. U W Cn W - _ N ~ - - - - _ O Q - 330 - o ---~~-1--2 O+KN ER DATE - _ - - _ _ . - TOG L--326.50-- Q 1-_,__ ~ ~ O ~ - 326: ~ ~ , ~ - 1 ~ _ ~ ~ - OPaSED ~R DE--rt-- - WITH THE T01h'N OF V~'AKE FOREST, ~ o ' - - ~ i ~ 1. ALL CC - " i STAND 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE N ~ PECIFICATIONS AND DETAILS. THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTIO STANDARDS, S 325 _ _ - BY THE TOWN OF WAKE FOREST. _ ------72° ~l ER- - - _ - - _ . - 2. CONTRA a~ - - - - RE ALL NECESSARY PERMITS FOR CONSTRUCTION SHO~h'N ON THESE PLANS. 2. CONTRACTOR SHALL SECU n - - - ~L._32 _ 18° C P - - PROPOS 60 4 - Public Works and Utilities Date 3. ALL 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ES << ~ ~ ST ZOI~II~G - ~ ~ _ _ ~ 4. ANY THAT iS FOUND TO BE IN CONFLICT WITH THE T04t1~ OF V~AKE FORE rin De^ortment Dote 4. ANY WORK SHOWN ON THESE PLANS N ER FOR ADJUSTMENTS. Enginee g V 320 60 - - AND ~ _ _ - - FES ETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE ENGI E ANDS O - - RREL 5. LOCATI Date ~ Q SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY Fire Prevention N ATIONS FOR EXISTING UTILITIES c~ 5. LOC BE RESPONSIBLE FOR ANY DAMAGE TO SAME. - - = - - -Et.-317:0- J-- o - THE l ~ ~ OCATIONS OF ALL UTILITIES AND SHALL Q a THE L i i ~ i ~ ~ Subdivision Administrator Date - --_.I____-'__ - ~ i i 6. CONTR E UATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES d' i, ~ - - ~ 315 _ FOR z ~ ~ - - 6. CONTRACTOR SHALL AT ALL TIMES MAINTAIN AD Q ~ ABOUT THE LOCATION OF THE SITE. ~ 1 d FOR PROTECTION OF ALL PERSONS ON OR o _ _ ~ -1=X N ~ ~ ~ ~ ~ ~ I ~ - ~ ~ ~ I I ~ ~ ~ - - - ~ j ; ~ I ~ ~ 7. CONTR ' - - - ~ ' THE P YMBOLS INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER 7. CONTRACTOR SHALL PAINTS ~ R NG SPACES AS NOTED ON PLANS. - - - - - - I ~ i ~ i - ~ T 0 THE NORTH CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PA KI DATE: l Oj02J01 o ~ ; ~ - - - - ~ i ~ ~ 8. CONTR TE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, 8. CONTRACTOR SHALL DELINEA ITH TRAFFIC MARKING PAINT a I ! ~ ~ 60 70 80 LANE 310 0 10 20 30 40 50 NE MARKINGS, STOP MESSAGES, ETC. AS SHOWN ON THE PLANS W DRAWN: 1CJ = 50 40 30 20 10 ACCOI 80 70 60 ~ IFICATIONS. USE WHITE PAINT. LAND DISTURBING ACTIVITY ACCORDING TO THE MANUFACTURERS SPEC PERMITTED UNDER WAKE H w + 5. 9. CALL .2 ALL CENTER AT 1-800-632-4949 BEFORE DIGGING. SHEET: 9. CALL NORTH CAROLINA ONE C COUNTY PERMIT #0003489 TA H cl: GRAPHIC SCALE to 20 40 10. ALL RAMPS TO MEET MINIMUM STDS. FOR A.D.A. CURB RAMPS. ' 10. ALL CURB ACCESS (HANDICAP) INTERIOR SITE CURB SHALL BE 2'-0" (SEE DETAIL). ALL ON AA to m 11. ALL SECTI SME J - - RELEASED FOR CONSTRUCTION H HORZ. - 1' =10' CL VERT. - 1' = 5' co 0 W E-+ ~ IC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS RALEIGH, INC. TOPOGRAPH , d A 0 REVIEW ENGINEER DISCLAIMER SHEET INDEX EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ~ ~ N IN R FOR THE TOWN OF WAKE FOREST IN NO WAY E G EE UMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER COVER SHEET C-1 OF RECORD WITH REGARD TO COMPLIANCE WRH ALL PLAN EC-1 SITE FEDERAL, STATE, AND LOCAL STANDARDS AND/OR EROSION CONTROL DETAILS EC-2 CONDmONS. DETAILS DT-1 OWNER CERTIFlCATE PLAN 8 PROFILE PP-1 z OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH 0 • ~ ACT10N AS IriAY BE REQUIRED BY THE TOWN OF WAKE FOREST ~ & TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLWrCE "t WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN ~ THIS CONSTRUCTION PUT, INCLUDING RE-SUBMISSK~1 OR RE-EXECUTION OF THIS CONSTRUCTION PUT WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS. ITY MAP VICIN ~ o (NTS) 0 OWNER DATE Z Q J H THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ¦ ¦ ¦ BY THE TOWN OF WAKE FOREST. Public Works and Utilities Dote ¦ z LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE ¦ Engineering Department Date COUNTY PERMIT #0003489 Fire Prevention Date o0 Subdivision Administrator Dote N - i I" W ~ i ~ ~ ' ~ y ~ 7 7 7 ~ ~ s v~` W J ~ r 3 ~ ~ 7 7 ~ 0 i ~ ~ I i _ i ~ ~ 4 j 7 ~ i i ~ i ~ i ~ w I ^ I i ~ ~ v , ~ ~ / ~ > 3 7 ~ ~ ~ 7 7 1 - T T T - - i r T - _ T _ _ 1 T r 1 _ _ T 1 T T - T _ ` ~7 N ~ / ~ ~ - O~IDITIOf~ING ITH R _ / ~ ~ ¢ ~ ~ ~ 7 ~ ~ ~ ~ ~ N ~ W UICDIf~G B ~ N ~ ~ ~ ~ ~ ~ r ~ ~ ~ ° 312.5 o ~ r~ ~ / ~ ~ ~ 3 ~ ~ ~ 10 ¢ ~ ~ / > 3 7 y ~ ~ - - - a - s ~ ~ i U ~ ~ > > ~ ~ o ~ C u + v O I i ~ ~C'~ 7 ~ ~ ~ ~ ~ V1 ~ U U ; i ~ ~ 6~~~ ~ ~ ~_i ~ > ~ ~ ~ ~ 31 ~ ~ ~ ~ 1~ ~ ~ - ~ ~ / ~ ~ v, ~ ~ I• ; I I A ~ , 307.5, ~ ~ ~ ~ f-------------------- ~ ~ ai X308. ~ + ~ 4 7 ~ ~ > ~y ~ i - _ I 6 / ~ ~ U - _ + ~ i i 3 6. ~ I , - ~ 316.5 I ~ ~ ~ ~ D 5 ~ ~ o ~ I ~ ~ 20 ROLLED CURB y _ - - - - - - - - - - - - - - - - - - - - 9f~- ACS€S-S-T{~ - - _ - - , ~ ~ ~ ~ O ~ ~ ; i~ ~ ~~~i ~ ~ ) i ~ ~ i ~ ~ _ ~ iii S NI ARY E E ~ ~ I ~i ~ ~ ~ ~ I ~ ,,q,~ - ~ S MENT ~ / Q ~ ~ 3 ~ ~ ~ _Q - _ _ -U w _Y ~ . ~ i I 313.0 ~ 7 - ~ - ~y ~ a - - Q. x ss - 5'' - ss - ss - ss - ss - - ~ v _ ss - s ss - ss - ss -t ~ to , + ~ L - ~ ~ . I % ~u ss - ~ _ - - , - - ~ ~ ~i~~~ _~Ft 5, _ _ SS _ C~ ~ -SS I ~ - - mot' ~ ~ , ~ - ~ ~ 4` U ` 'Y['' rn i ~ ~t ~ r ~ ~ , , ~ V - 6.5 ~ ' - -------------------~-f I T 0 0 _ ~ ~ ~ 3 ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q ' i ~ 1~ _ ~ - - , ~ I ~ , ~ r' ~ ~ ~ ~ ~ ~ ; ~ ~ I ~ i I _ ~ ~ i ~ N i ~ ~ N i ~ i ~ f ~ ~ / i - I I I ~ I / ~ V I I I i ~ s - O c+1 I I i ~ p _ _ ~ ~ ~ _ ~ i ~ ~ ~ - ICI N j 4~ ~ W ~ _ j I ~ ~ ~ r - I;' ~ WNo ~ II ~ ~ ~r' ~ , ~ ~ Il I Q~ H ~ ~Qo J ~ - / I! ~ I , , ~ ~ O~ . ~ -1---- - ~ I I ~ ~ ~ o ~ ; ~ I I ~ ~t~ ~ ~ i ; ~ ~ , ~ , I + ~ ~ I Cd ~ ti _ ~ ~ ~ i ~ _ ~ Q~oo ~ I ~ ~ G~ ~ ~ ~ ~ V ~ I ~ o ~ o ~V ~ / \ \ \ \ i i _ _ I x o ~ ~ X ~ ~ ~ _ ~ s i N ~ E i r i I I V J 0 Q f ~ ) r ~ i * ( ii I Z x ° ~ ~ o x ~C~ N ~ , m, ~ 9~ ~ \ ; i I ~a - m } " 6 ~ I UW ~ /cY' , ~ i I` I 0~ ~-1 M u~ ~ / 8 - , 7 ; ~ _ ~ i i i ~ t( o ~ ~ f--_ i ~ ~ I r"1 - - ~ % - f Y - f~ f ~ ~ I I > I'~ y t i~ ~ I~)I _ _ ' ~ I I , ~ _ ~l ~ i ~ I I f I ~ ~ ~ I~ ~ z ~ , - ~ ~ r. _ - _ : ' ~ _ • " l ~ s / I L ~ G ~ - ~ J ~ I 1 ~ : I ~ ~ ~j ~ il~ i 1~ i ~ ~Q,p. ~ - a, ll J a n r\ -l ~ 8 - - - 1 ~ . ~ I I~ ~ i - ~ it 1 - - i - i f - - t 1 ~ ~ ~ U ~ ~ i > ~ ~ ` j ~ ~ ~ - - ss - - - ~5~ - ~ ss - si ~ cT5 ~ - ~5 - ss - ss; ~ ss v - ss s - - j, ; ~ ~ 1 ~ ~ a ~ , U ~ ~ \ W ~ ~v0~ v -Z r 1 • I ~ 0 i ~ u~ i i I~ i' ~ O ~ , ~ If; ~ u ~ ? Ill ~ I~ IJ,J w, sv~ sra - , , I W i, i ~ 5 a LLJ r-- - A . ? ~ _ ~I E - ~ ii ~ 't L - - l 1 ' V Q- i . ~ J' ~ o - W - = - rt - O - O ~ . _ _ - ~ a ~ a ~ ~ _ - ~ ~ X ~ ~ ~ , ii D ~ a 2 cn 1 ~ 1 1~- ~ 11 _ ~ . W x ~ - z ~ ~ ~ ~ _ .I ~ W ~ ~ \ ~ aF i ~ ~ ~ 1 ~ / o ~ 1 € . Q J a ~ U Z ~ ~ ~ , d~ Q o Q _ - - ~ c~ \ - - - - ~ (-~---11 I 3, I ~ ~ Q 1, . . l w - J ~ ~I I I s~i Z _ - !_i__ ~ i. a rn ~ ~ i ~-y ~ ~ ~ ~ ~ V , r' ~ ~ ' - , . ~ m ~ ~ DATE: l0/02J01 _ - = x x- x - -x- - i ~ i ~ ~ _ 1 - ~ s ji I;I ~ _ W L~J a , ~ ~ - J ~ ~ l~, ' ~ i ~ i ~ Z s I • i ~ ~ ` ' - ~ ~ I ~ ~ DRAWN: JCJ I 1, ~ - - ~ ~ _ + ~ _ i i ~ i~ i. ~i S U GENERAL SITE LAY01 ."OUT SHEET: a J J r~ 1 is 715 18 ~o !0 a ui ~ PRE~~I 9 ~fl~~ RELEASED FOR CONSTRUCTION C - 1 m 0 SCALE : 1' = 30 SOT FOR CONST-RUCTiO6~ 0 ~ RAPHIC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. TOPOG l 4 ~ ~_i l ~ - _ - - _ _ A ~ ~ ~ ~ J " ~ ~ S J - - J 'p0 - - _ ~ ~ ~ I ~i ~ ~ ~ ~ ~ ~ ~ - U~ _ _ ~ _ - - - - - . i ~ N d- ~ OW P INT E EV = 326.2 ! ~ N N~ ~ ~ ~ ANN ~ - - - - - - - TYP. , ~ SITE - - INT S A = +05.1 ~1 OW P l i .a ~ ~ ~ O _ PVI STA 1+7 .94 - _ - - - - 1 - Z O I _ ~ / _ z PVI ELEV = 32 .75 - - - - - - _ _ j ' Z 2 ' ROL - - _ _L- o rn ~ A 4.59 ~ .D ~ ~ c~ ~ cn / ~ ~ F R ACGE.~ ~ ~ • ~ K = 4.40 p ~ _ ~ . A ~ ~ R ~ S NITARY SEE ~ K " ~ A ~K _ ~ _ ~ E SEMEN _ _ j Z O ~ / / F ~ c~ - - T r L L _ - v, w~Z - - ~ ~ w P N Y M A V INIT IC _ _ _ _ - , ~CC~ - _ ~ o ' . 2~3 59 ~ W - Z W o NTS) _ ( - W< ~ ~ ~ Up ~ o > ~ ~ J- J C - z Cn Z ~ - rfJ 340 ~ ~ ~ J ~ . cn II II , ~ - - E TO EX PA MENT W Q Q J - ~ 5 U~ ~ r, , - Q 0 - ~ N o0 - of ~ / d . _ _ _ _ _ Q ~ C~ ~ ~ ~ ~ i~ • N ~ o cv ~ U Z U MH1 x co M - ~ co ~ S o z s .y W ~W M I N - Z N M Z a r~ Z ~ n W ? - = MH3 48 P ~ ~ ~~Ox W ~O ~ - a 3 a ~ a _ _ _ ~ -p=_ I1V 1~1 VV VII W VV W W ry X F- - X (n F- ? J H ? VI H ? W a' Q ~O W ~ - _ ~ 2 SED AD _ ; - - ~ _ - ~ ~ nQ - - ~ v~ / ( i M 330 ~ ~ l ^ n e ~ - f ~ ~ , i G, - 3 ~ a z TP3~- TP TP TP N 12X p, ~ - - _ Y ~ 1 ~ O \ ~O w0 Op 314 ti C C " W TERLI E ~ ~ ~ EX.8 ~ ~ c. _ _ - II II + ~ ' ~ ~ 3.00 a " ~ o a - ~ ti + L 320 " R ~ N ' 316.5 ~ - EXISII G G_ DE _ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PIPE - \ F..I \0 ~ s ~ ~ -y i 316.5 ~ 01 ` + \ ~ p•CO • coy _ - - - 4" IP ~ 1~2-CO - - - \ S H ~ - - - - _ _ rn = o ~ 1 S' _ ` ~ GA ~ O ~ M E ~ 'S- c,~ ~ ~r EX. 8 - - - - ~ - ? ~ ? rn 310 ' + ~ 1 ~ ~ f_ - - - - 1 ~ ~ ~ ~ ~P v is - L fTl - z - ' . O a~ Ul = Q `rn ~ = 0 00 rn =v ~ n - - ~ ~ X20 - W ~ o - I~ rn ;s Wo d ; ~ N ~ ~ ~ GRAPHIC SCALE N 0+00 1+00 2+00 3+00 4+00 5+00 15 15 30 80 i 15" R SCALE : I.a,,, HORZ. - 1' = 30' GRAPHIC SCALE 30" R 25 5 50 1 , . SCALE : ` , . N ROAD CROSSING IMPACT r PERMITTED ZONE I BUFFER IMPACT - 5,690 SF r PERMITTED ZONE II BUFFER IMPACT - 1,120 SF 1._6" 6" WETLANDS IMPACT - 7 710 SF n~ m PERMITTED ~ g PERMITTED STREAM IMPACT - 74 LF N o ~ ~ REVIEW ENGINEER DISCLAIMER ~ ~y O ROAD CROSSING UFFER IMPACT - 3 526 SF ACTUAL ZONE I B _ ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ~ O 2'-0" ACTUAL ZONE II BUFFER IMPACT 1,168 SF ~ ~ ~ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY ~ ~ , O ROADWAY DESIGN TO BE VERIFlED BY GEOTECHNICAL ENGINEER. » ACTUAL WETLANDS IMPACT - 5,672 SF LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER ~ o ACTUAL STREAM IMPACT - 70.2 LF OF RECORD WITH REGARD TO COMPLUWCE WITH ALL . ~ Q ~ 0~ FEDERAL, STATE, AND LOCAL STANDARDS AND/OR ~ N.T.S. V CONDITIONS. Q ~ T~U~„ OWNER CERIIFlCATE ~ a V~ o 335 OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH Q ~ ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST ~ Q Q ~z TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLUWCE CI 3R A ~a WffH TOWN STANDARDS AND/OR CONDfTIONS DESCRIBED IN W W ° • 7 ROD T P GR TE= 26.00 o CU = ----~I - - THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR x w RE-EXECUTION OF THIS CONSTRUCTION PLAT WTTH THE ~ APPROPRIATE CORRECTIONS AND/OR REVISIONS. U W lf7 0~ 8 330 ° l ' o0 - - - 6:T~ 2 - - T OWNER DATE 0 > - - - - - o - RF RMED IN ACCORDANCE WITH THE TOWN OF WAKE FOREST, = 325 1. ALL C 8 A _ - - STAN 1. ALL CONSTRUCTION SHALL BE PE 0 STANDARDS, SPECIFICATIONS AND DETAILS. THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION CPP 2. CONTI TIN HOWN ON THESE PLANS. ~ 7HE TOWN OF WAKE FOREST. 2. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUC 0 S a FUTU E 1 TORM POOL 1 - - - - a 3. ALL C 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. Public Wortcs and Utilities Date 0 ~S ~ 320 FUTU E PER ANE T PO U a 4. A WN N THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE TOWN OF WAKE FOREST ZONING 4. ANY WORK SHO 0 En ineerin Department Date ~P J - - U - FUTU E 1" TORM POOL AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR ADJUSTMENTS. 9 9 V Z 0 _ 5. LOCA O TIN FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY Flro prevention Data ~ 5. LOCA 0 S - _ ~ ~ FUTU E PER ANE PO THE - - UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME. ~ orb THE LOCATIONS OF ALL 4 M 4 Subdivision Administrator Date 315 - PRO S - o - - - - - _ 6. CONTI 6. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES d, - - - - FOR FOR PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. ~IN IN= 13.76 ~~d o ~ JNV__ UL=__ 1.3.46 _ - 7. CONTI o - - - - " _ - THE 7. CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS, AS PER THE NORTH CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES AS NOTED ON PLANS. = LI E a 310 = 8. CO I DATE: 10/02/O1 8. CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROWS, 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 H 80 70 LANE LANE MARKINGS, ~STOP~ MESSAGES, ETC. AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT w J A ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. USE WHITE PAINT. ND DISTURBING ACTIVITY DRAWN: JCJ LA 1 + 5.22 H TA. 9 9. CALL L NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 BEFORE DIGGING. PERMITTED UNDER WAKE 9' CAL rni i~iTV DCDI/IT ~nnnznf~a SHEET: GRAPHIC SCALE a m 10 10 20 40 10. ALL 10. ALL CURB ACCESS (HANDICAP) RAMPS TO MEET MINIMUM STDS. FOR A.D.A. CURB RAMPS. wvni i ~nmiiVVVNTV.7I J 1 4 SECTION AA - mmmrr!q J 11. ALL 11. ALL INTERIOR SITE CURB SHALL BE 2'-0" (SEE DETAIL). 1'4 PRELIMI"AR" LEA ED FOR CONSTRUCTION CL SCALE i - cn HORZ. - 1 =10 co VERT. - 1" = 5' 0 i~ W H ~ ~ PHIC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS RALEIGH INC. TOPOGRA ~ , A ~ M c0 ~ O - REVIEW ENGINEER DISCLAIMER SHEET INDEX ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW r ~ ~ IN FOR THE TOWN OF WAKE FOREST IN NO WAY ENG EER LJMITS THE RESPONSIBILfTY OF THE OWNER AND ENGINEER COVER SHEET C-1 OF RECORD WITH REGARD TO COMPLUWCE WITH ALL PLAN EC-1 t SITE FEDERAL, STATE, AND LOCAL STANDARDS AND/OR CONDmONS. EROSION CONTROL DETAILS EC-2 DETAILS DT-1 OWNER CERTIFlCATE ~ I PLAN 8 PROFILE PP-1 z ; OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH o ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST ~ a TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLUINCE ~ WfTH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN y U ~ ~ THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR z y RE-EXECUTION OF THIS CONSTRUCTION PUT WITH THE c~ APPROPRUUE CORRECTIONS AND/OR REVISIONS. NITY MAP VICI ~ ~ ~ w o ~ Q (NTS) o z z c OWNER DATE Q ~ J I~ 1- iy THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ¦ ¦ ¦ w3 ~ BY THE TOWN OF WAKE FOREST. 0 ~ Z ~ ~ Public Works and Util'Ities Date LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE ¦ Engineering Department Date COUNTY PERMIT #0003489 Fire Prevention Date H Subdivision Administrator Date N - I ~ W ~ , , i W ~ ~ - . o~ / _ I I da / , ~ ~ I ~7 ~ ~ j 7 n ~ w ~ ~ ~ I ~t- 5 / ~ _ / / ~ ~ N ~ ~ T- T - T - T T- T - T T- T f T T--. ~ _ T T T MN / ~ , ~ ~I / I V I V ; N ~ ~ ~ 7 ~ ~ - cns - cis - cis - cu cas - us -cis - cAS - cas cns - ws - cts cns - cu ~c~ ` - ws - - c / ~ ~ W N ~ ~ r ~ ~ ~ ~l ~ ~ ~ ~ ~ ~ 3 N y 1 ~ 1 / 3 2.5 I ~ 0 ~ / ~ ~ ~ ~ ~ ~ 3 ~ ~ ~ ~ / g ~ I ~ 3 / ~ 5~ / ~ U a~ / ~ ~ ~ ~ ~ ~ + O ~ I o U U U ; I / j ~ ~ 1 ~ i F--I / 5y ~ ~ ~ ~ y N 312.5` I / / / 1 ' s I ~ ~ ~ ~ ~ I Sh ~ / ~ , 307.5, I ~ ~ ~ ~ ~ ~1 h> ~ i ? m v308. s -----------------------J - - / I 9 i f v - ~ _ - - . ~ I I I 20 ROLLED CURB ~ I ~ . I ~ ~ ~ I / I ` x ~ ~ ~ y ~ ` ~ I ~ I ~luuuu~ 'I ~ - AC-C€S-S-T4----- , . ~ ~ ~ y 9 ~ O ~ J' M1 M I P71 ~ p ~ ~ ~ S NI ARY E ~ ~ ~ ~ ~ 1 1 ~i ~ ~ - S MENT ~ / ~ ~ - ~ s ~ ~ ~ f 0 ~o W - - - - ~ s i / ~ - a o~ Z - 1 - w .r v = ~ ~ _ ~ _ ss- ss- ss- ss- 5:-.-. O ~ ti U - u - u - - u - ss - ss U ~ - ~ n-'SS-' ss- ss ~ 1 - Q ' _ ~ ~ - _ _ _ I SS ~ ~ ~ 5'' } . ~ f-------- ~ . i ' ~ ii ui o ~ Q _ ~ ~ ~ ~ I ~ . i ; i~~~ ~i ~ AV 11 1 1 i 1 1 1 ~ ~ - T I N ~ _.___I ~ ~ r I N - tp ~ I / ~ V I I I ~ V I I I ~ ~ ? \ ~ ~ ? N ? a / ~ ~ ~ ~ - I I I N vp ~ ~'°:1, I I ~ ~ N ~ ~I I I ~p N O I -V ~ I `~x~ ~ Zl ? dl II I M ~ ~ \ 0.. M ~ \ I I I ~ p 1 I I ~ ~ r`7 i ~ ~ ~ ~ ~ ~ ~ ? ~ ~ v II i i ~a ~ I , ~ O ~ ~ ~ ~ \ I U ~ ~ ~ ~ ~ 0 ~ ~ I ~ U vv I , ~ ~ ~ O ~ ~ ~ i I 0~ ~ I 1 ~ I ~ - _ ~ ~ ~ / .I t zx I A ~a o / - ~Z~~ _ I ~ x ~ ~ ~ t - - I I I W x W w m ~ ~ I ~ • _ I~ ~ m ~ ~ ~ v % ~ . ~ I uW I II rn ~ - ~ / / T -T I I I I ~ I ~ ~ I ~ ~ ` / J l 1 I I 00 i N11 I I m „ ~ ~ / ' _ / \ I - - ~ % ~ - ~ ~I I I _ ~ i ~1 I I > P~ ~ ~ I ~ \ ~ 1 I I Z ~ ~ - ' ~ 1~ ~ • ~ 1 - I / ~ ~ i 1 I ~ i I I \ ~ 1 ~ ~ l11 \ - - / ~1 ` 1 ~ I ~ ~ Q ~ tl Z - - _ ~ I > 6~ ~ I I a' / ~ - - 8~ ~ ~ ~ ~ ~ O I I i i i ~ U I ~ ~ ss ss ~s ss ss s~ ~p ~ I ~ ~ ~ o W z ~ f o oT v z ~ ?,i.l s ~v~ srr sr~ sr~ a \ ~IJ - _ _ _ _ U o0 _ _ ? nn _J ~ N v s ~ r~ ~ 1 - L_1_ i ~ C~ - ~ P ? ~ ~ _ z W a - - I I V ~ ~ - ~ ~ ~W~ Q~ I o~ 3 ~ ww~ - - I O xw~ ~ ' - a O ~ ~ V n $1~. x 3 3 ~ ~ i ~ - I ~ . o x - i cn v ~ ~ ~ Q c~iT ~ •i= _ ~ _ ~ Z ~ ~ I ~ ~ 4 W - ~ i o ~ - r U - l .I - _ ~ ~ ~ / ~ ~ W~ ~ ,I z z o W > ~ ~ t~ ~ U Q i ~ ~ ~ ~ ~ g ~ ~ ~J o Q ~ c0 1 - W i d I ~ W o ~j _ ~ ; i ~ Z I ~ W~ ~ I. ~ z _1 ~ I ~ ~ zm _ i ~ - ~ ~ DATE: 11/13101 x X - X - x - X ~ _ ~ _ H W ~ ~ v' . ~ ~ _ ~ ~ ~ ; W L,J 1 - ~ ~ ~ ~ ~ ~ W J / ~ I' . In d ~ I I ~ Z ~ , J _ t DRAWN: JCJ I T ~ 1 ~ ~ I ~e U f GENERAL SITE LAYO E LAYOUT SHAT: a J = 1S 7 15 ap 10 a m ~ RELEASED FOR CONSTRUCTION C-1 m O SCALE , 1 Y = 301 W E~ o ~ ~ HIC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. TOPOGRAP CONSTRUCTION NOTES ¢ ~ A ~ w 1. THESE PLANS PROPOSE A ROAD CROSSING THROUGH RIPARIAN BUFFERS ° r~, PERMITTED BY NC DIVISION OF WATER QUALITY (DWQ) PERMIT #010276. ~ J THIS PERMIT HAS AS A CONDITION A REQUIREMENT TO TREAT SITE STORMWATER. THE FORMER POND AREA WILL BE REMAIN AS WETLANDS FOR THE TREATMENT OF SITE AND UPSTREAM OFFSITE STORMWATER. s SITE 2. A U.S. ARMY CORPS OF ENGINEERS (COE) PERMIT (ACTION ID #200120575), FOR THE PROPOSED ROAD CROSSING HAS BEEN ISSUED. .n z 3. CONTRACTOR TO OBTAIN COPIES OF GRADING COE AND DWQ PERMITS. a , 0 , 4. MAINTAIN EXISTING EROSION CONTROL MEASURES INCLUDING SILT j J~ ~N FENCING, DIVERSION BERMS, AND OTHER MEASURES AS SHOWN ON THE ~ v APPROVED EROSION CONTROL PLAN. INSURE DIVERSION OF SITE STORMWATER AWAY FROM ADDITIONALLY CONSTRUCTED WETLANDS AREA UNTIL PLANTING IS ~ Y MAP VICINIT COMPLETED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. rn ~ w o ~ 5. CONTRACTOR TO RELOCATE EXISTING EROSION CONTROL MEASURES AS ~ ~y (NTS) SHOWN TO ACCOMMODATE REVISED SITE PLAN. NOTIFY WAKE COUNTY Z ~ ENVIRONMENTAL ENGINEER WHEN THESE RELOCATED MEASURES ARE IN Q a PLACE. ~ L ~ 6. DO NOT REMOVE PREVIOUSLY INSTALLED SILT FENCE ALONG BUFFER ' ~ UP SLOPE LIMITS UNTIL AREA IS STABILIZED AND WETLANDS CONSTRUCTION p ~ •o Z IS COMPLETED. z I o~ I pd~ 7. INSTALL CULVERTS, WEIRS AND DOWNSTREAM DISSIPATORS ON STRUCTURE ~ ~ 3 DISCHARGES. MAINTAIN STREAM FLOW BYPASS CAPABILITY. I / 8. MAINTAIN DEVICES AS NEEDED AS SITE IS BROUGHT TO GRADE. ~ I _ _ ~ - H ~ 9. STABILIZE SITE SLOPES AS SOON AS THEY ARE BROUGHT TO GRADE. - ~ I - INSTALL C350 VEGETATIVE MAT (AMERICAN GREEN) OR APPROVED EQUAL 0-- 55 P ATION T 1" T RM ELEVATION AROUND I ~ S, FROM PERMANENT OOL ELEV 0 S 0 W NDS PERIMETER AS SHOWN. N ~ ETLA - I - N INSTALL CURB ACROSS FLUME OPENINGS ATION AS CALL FOR ON APPROVED PLAN. - 10. PLANT WETLANDS VEGET ED I ~ i I -!J 11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED I I ~ ; COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR. ^ - Z N i i % , ~ VEGETATI MAT 12. IF SITE IS APPROVED REMOVE EROSION CONTROL MEASURES AND SEED Q - _ - l I ~ ~ : - ~ ' J ~ EL. 308.0 PERMANENT ~ l'J1 OUT ANY BARE AREAS. _J I I ~ 57 x16 x16 WEIR BOX N WATER EL. TO WEIR BOX WITH 0 RFLO ~ EL. 318.0 EL. 312.0 1" STORM EL.) ~ / WITH 6" DISCHARGE OR / 13. REMOVE DIVERSION BERMS AND STREAM BYPASS TO ALLOW FLOW INTO SCHARGE ORIFICE A 'EC 1'1•. I - T- T T - T- T- T - T - T T T- N by (EX. STREAM BED). 4 I ~ , , - H I .4 o.c. PO KET WETLANDS WETLANDS. 1M BED). 4 1 BEA S EAC S D h E ~ O N D i TI O N I N C~ CLASS 6 DISSIPATOR DISSIPATOR BET N BOX AND EXISTING 19 S.F. EL. 308.0 ~ I - `-~-II - 1 ~ ~ STREAM 8ED :D M ~UI~DING N ~ I N o ~ ~ I ~ 312.5 LEGEND - - ~ CLASS ' / r~ W I yy O I ~ ~ ~ - I DISS SAT " I + ?-I ~ 15 0~, ~ ~ ~ ~ ~ ti PINE (P) DENOTES TREES TO BE REMOVED. ~ ~1 08, I II ~ 5h ~ ~ ~ ALL OTHERS TO BE UTILIZED IN ~ 312.5 ,~o i MAPLE (M) ~ ~ + PROPOSED WETLANDS. I F- I ~ ~ I ` ~ ~ 307.5,' o ~ ~ POPLAR (PO) ~ ~ RISLR 3 0+ i308.q . ~ ~ / + r ~ ~ TOP ~ . 3bg, + CEDAR (C) ~ , -r ~ - _ ~ 311.0 ~ 7 N I N i,~!~~ ~ I ~ ~ ~ ~ \ / X312.0 0 ~ o, - - - - - - ` ~ 11' \ ? ~ 1 , ri HARDWOOD (HW) ``~~uiiiiiu~~~~ ~ 11 WEIR ~ EL. 312.00 1 0 ~ O1 ~ 1' (1 STORM POOL) ~ , ~P ~ o _ FOREBAY _ _ ( ~ 1984 S.F. - _ _ ~ 1 TREE PROTECTION FENCE WI " ; WITH 1 DISCHARGE ORIFICfj AT 0 • ~i ? - ~ , • EL d R NGINEER DISCLAIMER ~ ~ ~ 0~ EL. 308.00 E _ o ~ 0 ss s~ ss y (P - , . p I sue-- ss - ss - ss ~ ~ ` a,~ L - cr~ Q rn Z (PERMANEIV~ =POQt=,~ _ _ _ _ _ _ _ _ _ _ _ T XI TIN EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW = w ~ ~ v = CLEAN OU E S G ~ _ ---------~A$$' ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY - - - - SEDIMENT BASIN AND ~ ss ~ ; , , EXISTING WETLANDS 0o i mss ~ ,1 ~ 1 • ~ - 55 , ~ I 13.00 ~ ~ -0ISSARAT - - LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER ~d F. Q' _ ~ ,EL.= EMPLOY AS FOREBAY TO T OF RECORD WITH REGARD 0 COMPLIANCE WffH ALL ss ~ , ; ~ NOT TO BE DISTURBED - - 36 FES EL. 318.94. FEDE STATE AND LOCAL STANDARDS AND OR ' RAC, / ' ° _ ~ 'BEYOND LIMITS SHOWN ~ ~ ~ ~ CONDfTIONS. iuni~t~~~~ - Ff M~A-_ ' ' ' ~ \ ~ \ OWNER CERTIFlCATE / ~ ~ ~ C-`~, E CONS~Rd - - ~ ~ M-6 V,' - 4 N M ~ M-SJ(IETLANDS PO-~, M-4 0 R p I V T SILT FENCE AND TREE ~ _ ~ ~ i ~ _ iii OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH ~ ~ ~ i i ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST o _ ~ ' ~ ~ _ 12 3 TREE PROTECTION " u _ _ ~ -1 ~ ~ CLASS ~ ~ I ~ _ i ~ i TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLVWCE ~ m ' - - ~ p- ~ - ~ DISSAPATOR ~ - % ~ ~ ~ ~ o - ~ , ~ ` 8 1 I CLASS B ~ ~ ~ ~ ~ ~ i WITH TOWN STANDARDS AND OR CONDmONS DESCRIBED IN h; i , ~ ~ o _ _ _ _ ~ ~ ~ - l 24x9 x22 ~ ~i ~ ~ ~ , ~ ~ ~ ~ ~ Hii~-4 M-4 ~ ~ ~ ~ T ~ I M ISSIPATOR ~ ~ I i ~ THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR ~ \ Iii RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE z ~ ~ ~ 0 i ~ ~ , ~ ~ ~ ~ ~ THE Pfl4~Ee ~ - - I O ~ ~ ~ ~ ~ ~ ~ ~ i i APPROPRIATE CORRECTIONS AND/OR REVISIONS. ~ ~I ~ li n~ O M ~ cn ~ ,:~M , ~ - LOWER WETLANDS c~ ~ oW N~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SILT FENCE ; I ETLANDS ~ I , o . o ~ MN ~ ~ ~ ~ , ~ , ~ uL I v T S.A. = 25 583 S.F II Q = NM ~ N 1~ , UPP WETLANDS ~ , ~ ~ ~ ~ ~ , I ~ ~ I~ ~ N ~ i83 S.F ELL~16~0----- - ~ ~ OWNER DATE ~ - - Ii ~n NO - - ~ ~J ~ - ~ o~ MN % i a it ~ ~ ~ ~ ~ ~ ~ \ I V. I I 3 ~ li v ~ O 11 S 18 979 S.F EL. 320.0 k / _ ~ pD i ~ ~~)I~WX Z~ ~ 7~~ i I--}U1w _ ~ ~ ~ ~ 1 / ~ ~ Z~~ + ' f --I _ _ i i ~ ~ O - - ~ li THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION • ~ Q ~ oo Q` - ~i , li BY THE TOWN OF WAKE FOREST. Q ^ - ~ o _ ~ p ~ I - ~ V ~ o U O - ~ 1 ~ ~ ~ - I ® ~ i i I ~ ~ ^ ~,~i Public Works and Utilities Date ~ ~ Q ~ DOUBLE CU 0 ~ ~ I 0 ~ _ ~t~ INLET (TY?. ~ ~ ~ ~~-r as ~ ~ ~ i I En ineerin De rtment Data ~ ~ ~ • • ~~Z \ ~ \ ` i i t 9 9 Pa zx oU~~ ?n - - / \Q \ I ~ o In N / ~Q I 6~ ~ A a - Pr v n' n Date W x W i fire e e too W (Q ~ / ~ ~ F ~ CU ; ~ W m 1- - - _ _ / ~ REPLACE EX. FES o ~ ~ I U W H ~ i Subdivision Administrator Dote a` F- WITH PROP. W I Z \ I ~ W i ~ 8 W ~ I JUNC110N BOX ~ ~ d. J ~ ~ INV IN= 324.3 • ~ l ' ~ ~ w O _ ~ _ - m ~ Z - (n ~ = V OUT- 3 O - ~ _ ~ T d- o ~ _ ~ x V./ LAND DISTURBING ACTIVITY z ~ W D' Q I i W I . PERMITTED UNDER WAKE x ~ ~ J Z a 1 F- Q - - ~ ~ COUNTY PERMIT #0003489 • •-I 0 ~ ~ U - ~ - W , I cD o Q J 1 ~ W o~ ao W W - - I ? ~ ~ ~ 3 ~ - i ~ ~ ® ~ ~ o ~ i ; U7 _ i _ i ~ z x x x -~_J ~ i _ ~ w z 0 U ES a J STORM DRAINAGE DATA ~P ROAD CROSSING IN z )SSING IMPACTS 0 H H TRUCT DRAIN AREA „ " Q~OO TOTAL Qtpp RECEIVING ~ ACTUAL ZONE I BUFFER IMPA FER IMPACT - 7,226 SF THROAT INV. IN INV. OUT LENGTH PIPE SIZE PIPE SLOPE C F F STRUCT. NO. ~ ~ a N0. (ACRES) (C S) (C S) to o~ FFER IMPACT - 1,382 SF - 4. 40 " 1.0~ 1.32 0.80 10.0 10.03 2L Q 4 Q ACTUAL ZONE II BUFFER IMPACT ACTUAL WETLANDS IMPACT - 10 1L 327.50 32 05 18 CPP IMPACT - 10,000 SF " _ _ _ ~ z 0 ACTUAL STREAM IMPACT - 14 'ACT - 145 LF 2R 330.00 324.35 324.25 70 18 CPP 1.0~ 4.20 2L 2L 326.44 323.65 323.50 40 18" CPP 1.0~ 0.03 0.95 0.27 10.30 3L d' 3 U " 4 ~~d 3L 325.97 323.10 322.82 28 24 CPP 1.0% 1.80 0.85 11.53 21.83 L O H 4L 326.10 322.54 322.34 23 36" CPP 1.0~ - - 3.0 24.83 5L Q 5L - - 322.10 - - - - - - 24.83 N. WETLANDS H DATE: 11/13J01 w GRAPHIC SCALE J cuLVERT - 315.00 314.09 96 30" RCP 0.95 - - - 24.83 S. WETLANDS U7 H DRAWN: JCJ m 10 0 20 10 E11 100 ..r ~ 3K 3Z5.9/ 3LL.UU Z)U 16 L;PF' l.U% U.t5u U.oz) x.40 /.00 4K SHEET: f 4R 326.29 321.50 320.46 26 - 3.26% 0.80 0.85 3.0 10.66 5AL a 5AL - 322.00 320.38 50 48" RCP 3.26% - - - - S. WETLANDS ~ (DI FEET ) a 1 inch = 40 ft m TI N EC- 1 RELEASED FOR TR m 0 7 L1 F ° o Q A 1. CLEAR DELINEATION: TREE SAVE AREA. BUFFERS o OR OTHER AREAS WHERE EXISTING VEGETATION IS TO BE g" PRESERVED SHALL BE DELINEATED ON THE CONSTRUCTION TREE PROTECTION AREA SITE AS IT IS SHOWN ON THE APPROVED LANDSCAPE PLAN. THE AREA MUST BE CLEARLY MARKED WRH SIGNAGE DESIGNATION DO NOT DISTURB IT A "TREE PROTECTION AREA" AND MUST BE SURROUNDED BY 3~R. vNn~sE ws ol1[clm er n1E o~a/m~ xowi ra v~ewc ONE OR MORE OF THE FOLLOWING: CONTIN000S FOUR ~a) FOOT ORANGE POLYEfHriENE ~'PICAL TREE PROTECTION TAPE~STRIPING 2" s•• .~~:..r;.;•:.~^~ LAMINAR SAFETY FE CING ~ 2 -u5E 9LT fExa nav vEN o11NUa Mlu b CONTINUOUS ROPE FOUR (4) INCH WIDE HEAW MILL 5' O.C. MAX. 11N. lI-lh GA uEAS 600 ~IMIED flats w n 'R ~ iM1 9.aPE ~y wtmm~i[ ~ Z v FLAGGING w. ~o c,~ -no av a~T fv a ems ro ae nxe~m wri. O 2'-0•• 2. LAND DISTURBANCE: THERE SHOULD BE NO CLEARING, ro EXCAVATION, SOIL COMPACTION OR CHANGES OF THE EXISTING -0" ON SITE ~ ~~,~~~T ~ ouoc ~ °~s~. owe var • i H Z GRADE WRHIN THE DELINEATED TREE SAVE ARFAS• SHOULD STAN DAR D Z ~ - O O THE REMOVAL OF UNDERBRUSH VEGETATION TAKE PLACE, EVERY pqp~~¢~~ w,ogt smr ~s ~ y EFFORT SHOULD BE MADE TO MINIMIZE THE DISTUR&4NCE OF a N.T.S. CAIUI BA911. oMCIED BY FNU11m1 THE TSA Bl' HEAW EQUIPMENT, SOIL COMPACTION, EfC. ~ p P 6" SIDE VIEW o i z ~ 3"R. i"R. -r 1 /4"R. FRONT VIEW TYPICAL TREE PROTECTION METHODS 12" 6.. STANDARD tdETAL SILT FENCE NOTES: p / z ~ N 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP N POSTS 2 -0 IN GROUND TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2~~ 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT J W GALVINIZED 2 -6~ THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- a ~ t~ ING OVER THE STONE THEN THE TIRES OF THE ~ ~ ~ EXTE~ DS PTO RE STANDARD 2'-6" IN RI IN RIGHT OF WAY VEHICLES MUST BE 1NASHED BEFORE ENTERING THE w PUBLIC ROAD. TOP OF BOX N.T.S. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS Q O A N ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY q TYPICAL CURB & GUT N.T.S. c GUTTER DETAILS WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY J O O RESPONSI3LE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. O (-i ~y 1 STANDARD TEMPORARY SILT FENCE Z Q ~ ~ N.T.S. o x ~ e 0 RIP RAP BASIN MAINTENANCE U ?~-i ~p O 0 0 ~ - SHOULDERS SIDE DITCHES SLOPES (MAX. 3:11 INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS W M DATE TYPE PLANTING RATE INSPE ORIGIN # 57 WASHED STONE PLACED TO A THAT I AUG 15 - NOV 1 TALL FESCUE 300 LBS./ACRE ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT 0 ~ O THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. N HEIGHT OF 12"-18' MIN. ABOVE NOV 1 -MAR 1 TALL FESCUE 300 LBS./ACRE CONST TOP OF BOX & ABRUZZI RYE 25 LBS./ACRE CHECK CONSTRUCTION WITH SEEDING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A O x MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY w U STANDARD CATCH BASIN~YARD INLET PROTECTION qpR 1~5 - JUN ~ 0 HULLED COMMON BERMUDAGRASS 25 LBSS/ACC EE MINIMU JUL 1 - AUG 15 TALL FESCUE AND 120 LBS./ACRE ABOVE ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. ~*f BROWNTOP MILLET 35 LBS./ACRE STABILI STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER o OR SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE SLOPE$~3:1 TO 2:1) CONST su w+. CONSTRUCTION WITH SEEDING. '~~P d`''q-t y o e~, wr~,ou,. m,~ DATE ~ PLANTING RATE wa 91ME117 011 97E ~,:;,a;:` MAR 1 -JUNE 1 SERICEA LBSPEDEZA (SCARIFIED) 50 LBS./ACRE SR w- ~2~, ~s vs rt d K`-Y_~ 10 ~ a ~ ~ {MAR 1 -APR 15 ADD TALL FESCUE 120 LBS.~ACRE isoo a rtpac s R V~~~•~•• mgnp r:(9NQ S~O~E OR IutMliY'., vlgr0~ b7~EET. ~pww~~ w~wsq~_~~a,:~;~:;rt;+~4, ~nagts (MAR 1 -JUN 30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE w ri wuc ~nu~nao~~. +`S~?d'1.:~y3-t ti~~:;y?_;.wyr~ MAR 1 -JUN 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS./ACRE it APR 15 -JUN 3 HULLED COMMON BERMUDAGRASS ~ 20 LBS/ ACRE REVIEW ENgNEER DISCW4ER JUL 1 - AUG 15 TALL FESCUE AND F~ EXECUTION OF 7HI5 CONSIRUCIION PUT BY 7HE REVIEW ~N s•~ OR SORGHUM LL SUDAN HYBRIDS 30 LBS.%ACRE CROSS SECTION ENGINEER Fqi TiE TOWN OF WAKE FOREST IN NO WAY C1 IlYlIS 7HE RESPONSI&LIIY OF 7HE OWNER AND ENGINEER SEP 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS./ACRE VOTE or aECOao wm+ aEC.wio ro coua~w+ce vm~~ nu ~,~~,~„o„~ AND TALL FESCUE 120 LBS./ACRE NOTE coaomor+s. n ~s' ~ +S' ~ NOV 1 -MAR 1 ADD ABRUZZI RYE 25 LBS./ACRE 1. US om~wc aoww~r N s~,~a~ ~r~ CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL 2~ qC `45~ ~ ~ INFORMATION CONECRNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. 1. USE FOR DRAINAGE AREAS ~AlE, AND LOCAL STANDARDS ANO/OR 1r J NOT EXCEEDING 5 (FIVE) ACRES. 2. EARTH BERM SHALL BE STABILIZED w~ SEEDING °w"°t cErmFla~ ~ g ACCORDING TO TRIANGLE SPECIFICATI NS. OWNFR Hp~9Y CERIIFlES AND AGREES TO TAKE SUCH ~ ~j N ACTION AS /MY BE REWIIRED BY THE TOWN OF WAKE FOREST Q THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; 3. US "°tlC"o`" S1°" OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. ro coRnecr ~++r ~r+~as, oMissioNS oR r+oncowPwwce ~j WffH TOWN STANDARDS AND/OR CONDRIONS DESCR18ED IN ~ ~ v1 a o THIS CONSfRUCf10N PLAT, INCLUDING RE-SUBMISSION OR lV p~u 6. RE-EXECUTION OF THIS CONSfRUC710N PUT WffH 7HE • ~"I A ~~j ~ a` p~g~ rop s~rnm~T MPROPRIAIE CORRECTIONS AND/OR REVISIONS. U O ~ GROSS SECTION TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE CONSTRUCTION ENTRANCE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. SETIIID O ~ C„) p~ a N.T.S. ertl 2~~ Azx s°°"'"" a ~~x r.i '6`~, ~ w~y x a SEEDBED PREPARATION Rm~ In ~ snrE V W~.] F FABlilt YAK( NAlUR11 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 111 ~ ~ ~ W 2.) RIP THE ENTIRE AREA TO 6" DEPTH. rr, r,., 3.) REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS GRAVEL & RIP RAP BASIN/OUTLET LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. shEP q~r ort Flu s~oPe m N.T.S. THESE PUNS w`VE BEQI APPROVED FOR CONSfRUCiION BY 7HE TOWN OF WAKE FOREST. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND - Public Works and Utilities Dote MIX WITH SOIL (SEE BELOW*). 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONBLY UNIFORM p;~ ~ppE (MAX) wn~ iowanwer ~w NOTES: Enginsaing Department Date SEEDBED IS PREPARED 4' TO 6" DEEP. - 01~'°' p1O1 GRADING CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER 6. SEED EVENLY ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH CROSS SECTION ~ G SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. D THE METHODS OF SEEDING MAY BE VARIED AT THE DISCRETION OF THE IN CONTRACTOR ON HIS OWN RESPONSIBILITY TO ESTABLISH A SMOOTH UPSLOPE TOE POSITIVE GRADE 1.OR MA%. _ MEASURES NECESSARY TO INSURE THAT ALL EROSION CONTROL Firo vreMe~tio~ onto .~E$ DEVICES ARE MAINTAINED AND PLACED TO AVOID ANY SILT GOING ~P INTO THE STREAM AND~OR NEUSE RIVER RIPARIAN BUFFER. suoaireco~ ndminuvatw cafe rOV 4 UNIFORM TURF, COMPOSED OF THE SPECIFIED GRASS. H G 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ PI s~oe sores LI 8. INSPECT ALL SEEDED AEAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS z : i (r~x.) H GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING S&EC a a x PINK FLAG DATED NOV. 19, 1999 THAT LOCATES THE NORTHERN BUFFER LIMITS AND SHALL STAY A MINIMUM OF 55'-0" FROM THIS POINT. d'~,~ I d WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER ~ G 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND ~ ~ \ \ ~ \ \ ~ \ ~ ~ \ ~ ~ ~ ~ ~ ~ \ ~ ~ \ ~ ~ \ \ ~ R~ - SEEDING RATES. ~ ~ ~ GRADING CONTRACTOR SHALL STAY OUT OF THE NUESE RIVER RIPARIAN BUFFER LIMITS AS SHOWN ON DRAWING. LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE DATE: 11/13/01 COUNTY PERMIT X0003489 9. CONSULT CONSERVATION INSPECTOR ON MNNTENANCE TREATMENT STEEP CUT OR FlLL SLOPE DRAWN: ]CJ AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. SHEET: APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) PLAN VIEW FERTILIZER - 1,000 LBS./ACRE - 10-10-10 SUPERPHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS DIVERSION DITCH RELEASED FOR CONSTRUCTION EC-2 MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW N.T.S. ANCHOR -ASPHALT EMULSION 0 300 GALS./ACRE 0 A ~o o - W " AI S 1 STORM POOL WEIR ELEVATION AS CALLED FOR ON RISER DETAIL AND WEIR DET L 1 "x6" F~NI ~ SHF LANDLOK 435 BY z (T~•) 0 C R APPROVED RqQ ACF 0 0 v za' 24" F ® EQUAL ~ N 3,• ~ f CAULK ALL JOINTS S(Op ~ Z E M~ PERMANENT POOL Z v 5 KK 4x4 ~ ~ ,y W W N~ 0o PLACE 2 O.C. w N K~ ~ (MAX.) ° ~ ~ ORIGINAL GRADE v7 ~ PLANT LIST FOR CONSTRUCTED PORTION OF WETLANDS oc o °z a s' ~ J J m~ ' ~ y SCIENTIFIC NAME COMMON NAME SIZE COUNT a ~ 0 SAGITfARIA LATIFOUA DUCK POTATO, ARROWHEAD TUBER - 2'-0' O.C. 200 _ z ~ N N a. HIBISCUS MOSCHEUTOS ROSE MALLOW, MARSH HIBISCUS 1 QUART - 4'-6" O.C. 100 d d ~ CONCRETE IN d N b PLACE CONCRETE BASE ~ ° 24~ OR 60' ~ ~ ~ a• ' • ~ N e~ . ' VI v1 Q I- W r^ v1 0 ICI ~T~ h~ M 0~ O ~ ~ NOT TO SCALE WETLANDS 3 WEIR DETAIL 1 NOT TO SCALE PLANT COUNT NOT TO SCALE CMP RISER DETAIL ~~Uiuuii~~ .~a P , , 7, d' a . J p y1 _ W `mod' Z U (n ~ ~ O ~ dd ~ Q . ~ 150 mm nnni~~'` (6 in) 370 mm ~xi'nNC our 312.50 TRASH RACK WITH ANTI-VORTEX DEVICE (12 in) III= I1=III=II1~ =111=1I1=1I1= comic s~oaE wmr ~ [w~o~ac us er I I =III=III-III=III=III- ntacHORS /~F MPROVED EaY1L~ i1~Y roe a~ ~nr~ o~``.:'.:. ; : : -III=I=III=III- III=III= To a. a,aoo Y::.- ~ w ~ '1-111-1TI-III-I~=III-1~j-III=III- ~ n O m O r, '~I,~illlllllll~~~llllllllll~~lll~ll~~llll ~ N ~ '-III-III- ll_I=III=J 1-I ~ ~ ~I tariDLOK (OR EQU~) • ~ N O WEIR TOP EL 318.00 312.OOQ 1 INCH STORM WEIR EL. 312.00 ~IIy 318,000 MIEI _ 1 - - ~ ~ ~ O COVER SLOPE WITH TRM (LANDLOK 435 ~ G BY ACF OR APPROVED EQUAL) BETWEE • ~ A ~ ~ 0~ PERMANENT POOL ELEVATION AND 1 ~ 1 mm STORM ELEVATION ' ~ 00 .111=11-111 ~ ~;.~ui::::; 24. :.:.:.:.:.:.:.:.:....:.:.:.:.:.:.:.:........BERAf.......'. a U ~ o0 P RMANENT E Gn 'I=III-LI=f - .I-jlj=lll_ (4 .n) 'Ili III-III-III=~ 11=III-III ~IIIII- ELEVATION ~ ~ POOL 0 0~ _I -1I I_ I I~ I I-I I I_I I I-I I _ Ili II _-L====-- 0 ~ p 3oe DO U) 0 0 i 1-1 11=ll1_I I I_L-I I I_I I I_I I I_ll_I ' -III-III-I~=III=III=111_11(=III 10o mm . zx ~ ~ - - - i~ - - _ I I_. I I-I - ~ = -1I I_I I H -I _ ~1 w x w w t7 a I I-1 I I-1I I_-1I J1=1 I I-1= 2 INCH ORIFlCE : U W H =1~~1~1~~1- =III-111~1- '-1 I H I 1=1 ~11~1 I I-1 I I-1 I = FOR DRAWDOWN F 1 INCH STORM ~ 0 • T ISTING =1 - I I_I I I_I 1I- _III I~ GRADE ll I - - . s~r~ _I I I_I I ~ - a _.II ~I I~i 1l~ ~II1~- - STREAM BED 305.00 ~"1 EX. . • ~.y_~~~-~~~-~~~~- BED 311.13 _ v _ 6' ORIFICE AT CLASS ~8' YAIERIAL ELEV. 311.00 TO ACT AS ENERGY EMERGENCY DRAIN DISSIPATOR i0R HEIR EXTEND 6~ PVC PIPE 15' OR TO DAYLIGHT OVERFLOW SEE CMP RISER DETAIL THIS SHEET ~S REVIEW ENGINEER DISCLAIMER 'H' BEAMS TO MINIMUM DEPM H ~P OF 8' BELOW EXISTNG GRADE EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW THESE PIANS HAVE BEEN APPROVED FOR CONSTRUCTION CJ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY BY THE TOWN OF WAKE FOREST. ~ LJMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER ~ Q OF RECORD WITH REGARD TO COMPLUWCE WITH ALL ~ Q 4 FEDERAL, STATE, AND LOCAL STANDARDS AND/OR Public Works and Utilities Date CONDmONS. o`f5 OWNER CERTIFlCATE Engineering Department Dote ~~d OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST Flre Prevention Date TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPL.UWCE WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN DATE: 11/13/01 THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR Subdivision Administrator Date RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS. DRAWN: JCJ I SNP tIISTl1RRING ACTIVITY ,....,,,m cc: PERMITTED UNDER WAKE 6H=I: °N'"°: DATE COUNTY PERMIT /0003489 RELEASED FOR CONSTRUCTION DT-1 Z 7 NOT TO SCALE SECTION - RISER 3 5 NOT TO SCALE TURF REINFORCEMENT MAT INSTALLATION J6 NOT TO SCALE SECTION - IN STREAM WEIR 0 CD Ckj cv Ln cu m 0 z CD 3 TD VICINITY MAP (NTS) TOPOGRAPHIC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. q PROFILE ROAD CROSSING GRAPHIC SCALE 25 Q ?tiS 50 190 SCALE HORZ. — 1' = 50' VERT. — 1' — 5' ROADWAY DESIGN TO BE VERIFIED BY GEOTECHNICAL ENGINEER. PLAN GRAPHIC SCALE 15 Q 15 30 60 T 5" R SCALE r-30" R HORZ. — 1 = 30' N V-6" 6" 2'-0" STANDARD 2'-0" ROLLED TYPE GUTTER N.T.S. 335 • - ^ o� N �O CI 3L A USED CI 3R p -- TOP RATE 325.7 ROA D TOP GRATE= 26.00 , - 330 O 0 U .-. Cn WW � prxzo� a wxw� Q�UWEw, —V � 8 325 00• — - Aq- - - -- OW POINT E EV = 326.2 8" A FUTU E 1" STORM POOL 22.0 GEN 180 CPP OW POINT S A = +05.1151 1.10 — — INV 0 T= 3201 FUTURE PEIZMANE14T POOL — PVI STA 1+74.94 - - - -` FUTUF E 1 STORM POOL - PVI ELEV = 321.75 FUTU E PERMANENT PO OL 315 _ — - P ®1.03% INV IN= 15.00 A.D. 4.59 HEADWALL - 310 LIE _ K = 24.40 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 STA. 2+06.00 ---------- + N(U — -- - I— p 340 > J Aj N N E TO EX PAVEMENT ''' Q Q -_' -'N Lc O in N = W N W(n () W NM M QZ Z N Z 4.Q 3 it J 'N� (� W z N .NN M QZ Tr Z 00 = N W cr D: —0 X T+ X F— "�L PROP )-RFD GRADIF 330 --- - �� i EX. 8" WATERLINE - o 01.0 v - - - - 320 EXIST114G GR 4DE 48" 30" p RCP i S. \ 310 V 0+00 1+00 2+00 3+00 4+00 5+00 q PROFILE ROAD CROSSING GRAPHIC SCALE 25 Q ?tiS 50 190 SCALE HORZ. — 1' = 50' VERT. — 1' — 5' ROADWAY DESIGN TO BE VERIFIED BY GEOTECHNICAL ENGINEER. PLAN GRAPHIC SCALE 15 Q 15 30 60 T 5" R SCALE r-30" R HORZ. — 1 = 30' N V-6" 6" 2'-0" STANDARD 2'-0" ROLLED TYPE GUTTER N.T.S. 335 • - ^ o� N �O CI 3L A USED CI 3R p -- TOP RATE 325.7 ROA D TOP GRATE= 26.00 , - 330 O 0 U .-. Cn WW � prxzo� a wxw� Q�UWEw, —V � 8 325 00• — - Aq- - - -- 8" A FUTU E 1" STORM POOL 22.0 GEN 180 CPP 1.10 — — INV 0 T= 3201 FUTURE PEIZMANE14T POOL — - - - -` FUTUF E 1 STORM POOL - FUTU E PERMANENT PO OL 315 _ — - P ®1.03% INV IN= 15.00 HEADWALL 310 LIE _ 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 STA. 2+06.00 SECTION A=A GRAPHIC SCALE 10 Q 10 20 40 SCALE HORZ. — 1' = 10' VERT. — 1' = 5' ROAD CROSSING IMPACTS ACTUAL ZONE I BUFFER IMPACT - 7,226 SF ACTUAL ZONE II BUFFER IMPACT - 1,382 SF ACTUAL WETLANDS IMPACT - 10,000 SF ACTUAL STREAM IMPACT - 145 LF NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF WAKE FOREST, STANDARDS, SPECIFICATIONS AND DETAILS. 2. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE TOWN OF WAKE FOREST ZONING AND SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR ADJUSTMENTS. 5. LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME. 6. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. 7. CALL NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 BEFORE DIGGING. 8. ALL CURB ACCESS (HANDICAP) RAMPS TO MEET MINIMUM STDS. FOR A.D.A. CURB RAMPS. 9. ALL INTERIOR SITE CURB SHALL BE 2'-0" (SEE DETAIL). REVIEW ENGINEER DISCLAIMER EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR CONDITIONS. OWNER CERTIFICATE OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE—SUBMISSION OR RE—EXECUTION OF THIS CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS. OWNER DATE THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST. Public Works and Utilities Date Engineering Department Date Fire Prevention Date Subdivision Administrator Date LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE COUNTY PERMIT #0003489 RELEASED FOR CONSTRUCTION O z W 1�1 O 04 a z r� V z Cn 07 C 04 U Q 0 P4 Z 2 N w O v7 0 z Q Cn 0-4 r� V 00 N V z w 04 STC�T w DATE: 11/13/01 DRAWN: JCJ SHEET: • ^ o� N �O N p o r` O 0 U .-. Cn WW � prxzo� a wxw� Q�UWEw, —V � 8 00• PL�I DATE: 11/13/01 DRAWN: JCJ SHEET: r- ~ O r- ~ O ~ HIC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. TOPOGRAP M 17 ~ Q ~ ~ ~ ~ ~ ~ O REVIEW ENGINEER DISCLAIMER SHEETINDEX EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ~ ~ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER COVER SHEET C-1 z cn PLAN ~ z OF RECORD WRH REGARD TO COMPLIMICE WfTH ALL EC-1 W SITE FEDERAL, STATE, AND LOCAL STANDARDS AND/OR CONDmONS. EROSION CONTROL DETAILS EC-2 0 ~ DETAILS DT-1 " o OWNER CERTIFlCATE PLAN 8 PROFILE PP-1 a ~ z ~a OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH p o 3 ~ U O ~ ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST I I Z ~ N TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE ;E ~ WITH TOWN STANDARDS AND/OR CONDTfIONS DESCRIBED IN 5 W ~ THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR ZZ~ Zooo RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTK)NS AND/OR REVISIONS. C9 U1 !A U Y MAP VICINIT W W W D d' Z NTS ~ ) OWNER DATE ~ ~ N O Z Z Z U J J J lil F F- I- YQ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION . BY THE TOWN OF WAKE FOREST. 0 ~N~~ z Public Works and Utilities Date LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE Engineering Department Date COUNTY PERMIT #0003489 fire Prevention Date o0 Subdivision Administrator Date N I ~ W _ ~ s W / / ~ ~ ~ ~ ~7 ~ I ~ 4'` I ~ / ~ iy~ ~ ~ j 7 ~ ' n I h / ~ VJ I I T -T -T -T -T -T -T -T -T -T -i -T ( -T -T --T T -T N ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ y ~ N ~ / ~ ~ ~ ~ ~ 5~ ~ ~ ~ ~ ~ ~ ~ ~ 7 ~ ~ , ~1 N I r~ I u ~ ~ ~ I I / 55 ~ ~ ~ ~3 ~ ~ ~ ~ ~ ~ ~ r W N / , / ~ / 5' j ~ ~ 7, ~ 7 UI~ N ~ / / . 312.5 ~ O I ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r~TT ~ ~ F~ I 3 ~ ~ ~ i 7 ~ M - 55 r 01 / ~ ~ ~ ~ 7 7 ~ + I ~ ~ o I 7 0 / ~ 0 I ~ ,y ~ ~ ~ ~ ~ 7 ~ ~ g~ ~ ~ U U 3 I i / ~ ~ ~ ~ ~....r ~ 55 ~ ~ H-I , ~ ~ ~ ~ ~ H 312.5 0 / ~ ~ + ,I 1 I , ~ ~ / ~ ~ , 307.5, I ~ 1 ? / ~ + ,308 g t ? ~ ~ ~ ~ U _ cv ~ / ~ 20 ROLLED CURB ~ 3~ • I ~ ~ I p I ~ ~ / I ~ ~ 7 7 O I • i ~~uunn~ O ~ - - - - _ - - - - - - - - - - - - - - - - - - AR- ACS€S-S-TO- _ _ _ 1 ~ ~ ~ ~ f I ~I P ~ , ~ ~ ; ARY E ~ / ~ S NI ~ ~ ~ ~ ~ ~ i ~i ~ ~ dam, o, ; S MENT / ~ ~ ~ ~ ' ~ ~ o v~ i ~ ~ Qrn Z = -----.=r--.-~------~ ~ _ / / w _ ~ ~ ~ - cn ~ c, - u- u- u- - o ~ I ss-- ss - - u- " ~ ~ I ss - ss u ss - ~ _ _ _ - r I e SS SS I / ~ ~ ~ ~ '~J 3 I = d ~Q, 1 ~ / SS ~ ~ ` I SS \ ss ~ ~ i' ~ s I _ _ ~ _ _ nln _ • - - _ . ~ ~ ~ Q • ~ ~ 3 ~ ~ \ \ / \ ~i i \ \ i 1 l 318 . ~ - _ _ ~ ~ N _ ~ ~ i - - ~ I ~ / _ I I I I / ~ i' / ~ ~ _ I I I _ ~ : N ~ ~ ~ J O ~ / i~ I I I VJ N~ I N ~ i i I I (~j~ N p "V I M 31g 316 ~ Zl dl II I M ~ \ I I I Q' G / ` I I _ ~ ~ ~ \ ~ / I I I ~ ~ ~ O ti I / ~ ~ ~ ~ - ~ I', Q \ V ~ / ~ \ 3 / ~ o o ~ ~ ~ ~ ~ \ , ~ x ~ ~ „ I ~ ~ I, ~ rn . / ~ ~ I i~ I o I ~ ~ li, ~ O " ~ - I ~ 0 ~ ~ ~ _ yam, ~ a ~ ~ I I 0 O ~ 1 I. ~ ~ - ~ ~ ,I 3 II zx ~ I I I A o \ ~ ~Z ~ I / x ~ ~ ~ _ ~ ~9Z~~ I II Wxww i sr~ II I I I ~ r-i f ~ ' ^ ~ I 1 I ~ T T I I I ~ !L ~ ~ Q ~ • • • ' ` ~ ~ I I V s ~ I i I ~ \ ~ J 1 ~ ~ ~ / ~ ~~r ~ Ni I ~ ~ ~ _ ~ ~ M~ I I > ~ ~ z ~ ~ ~ ~ , > ~ I I I • ~ ~ ~ ~ ~ y I I ~ t ~ I I ~ ~ ~ 1 / ~ ,,QQ. I I ~ ~ ~ ~ s n 3 ~ \ ! ~t - ' ` - I I ~ ' II ~ ~ ~ ~ ~ ~ 1 fir- 11 1 ! F ~ o ~ I i- i ~ ~ U ~ I ~ ~ ~ / ~ - ~ ~ ~ as ~ ss - 5 f= ~ 7 7 \ ~ o , o ~6 ~ SS - SS ~ SS SS - SS I I~ 1 ~ i ~ i ~ I ~ Qo ~ I I w ~ 0 i U U I Z o '1' Q~ ~ ~ O O I I t15 U U O ? I I I U W _ _ _ U STJ SMJ - SNJ Sl'J sl'~ I i ? W `S - - LL ~ ~ _ - ? C z w LL \ f 5 O M ~ ~l - V I O ~ W ~ f~ ~ W W r _ Z ~ 3®~ ww , ~ 3 ~ ~ ~r 0 x ~ Q ~ ~ _ ~ d x 3 c0 ; ~ ~ - - ~ r N - - x 3 ~ .O ~ fn . ~ ~ I a ~ x 4 (Il ~ NN ~ ~ z ~ W L~L ~ _ .I W ~ ~ 1 ~ I ~b / 0 ~ ~ r ~ w~ J I z = ~ m I d' l Q ~ g ~ ~ ~ C] Q \Y W ~ ~ W ~ ~ ~ - - -I ~ ~ ~ ~ I. _7 ~ v~ I D 1 wz ~ ~ I . ~ > _ ~ ~ ~ ~ ' ti~ ~ I zm • - ~ ~ DATE: 11/19/01 ~ x x x-- - - 1 I- ~ ; ~ ~ i ~ ~ W J / ~ W o ~ ~ _ ~ - ~ I ~ DRAWN: JCJ H ' ' l ~ ~ z ~ ~ ~ I , GENERAL SITE LAYO a LAYOUT S'ffiET: -a -r a +a ~ +a >o a u~ ~ RELEASED FOR CONSTRUCTION C-1 m SCALE : 1' 30' w H o 0 0 0~ ~ \ \ \ N ~ DARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. IC AND BOUN SE UI CONSTRUCTION NOTES ~ M M ~ ° ~ E NOTE q SE LIEN J ~ POGRAPH R U CTI 0 N To CONST COUNTY WAKE 4 1p ~ r. 1. OBTA91 A LAND-DISRIRBING PERMIT. SCNEDUI.E A PRE~OISIRIICtION COHERENCE WRH THE ENVN01 wm1 n~ ErHwowiar~ ENGIEER, 1. EXISTING SEDIMENT CONTROL MEASURES TO BE 1. THESE PLANS PROPOSE A ROAD CROSSING THROUGH RIPARIAN BUFFERS ° ~ ~ c~ KALE LEMASTER MAINTAINED AROUND BORROW AREA. PERMITTED BY NC DIVISION OF WATER QUALITY (DWQ) PERMIT #010276. 2 MISTALL GRAVEL CONSTRUCTION PAD. TEYPORARf DAARSIONS. SILT FENCE. SEDMIENf BAS9S OR SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECE5SNtY 10 NISTALL THESE Or:UCFS. SEED TE1 ~ ~ or?~x IT HAS AS A CONDITION A REQUIREMENT TO TREAT SITE ~ THIS PERM ass, s® mpowwr on~sloNS, ITE TO BE STABILIZED SEEDED AND MULCHED) STORMWATER. THE FORMER POND AREA WILL BE REMAIN AS WETLANDS w ~ J BERMS AND BASIIS MIIEDMTELY AFTER CON51RlICTgN. 2. S ( rn AS SOON AS BORROW OPERATIONS ARE COMPLETED. FOR THE TREATMENT OF SITE AND UPSTREAM OFFSITE STORMWATER. ~ w ~ 3. CALL 1f56-8108 FC1R AN ONSttE MSPEC110N BY TIE ElAARONIENTAI ENCWEIIt TO OBTNN A CERiIF1CA 4. BEGW CLEAI6NG AND CRUBBWIi. MAYTTA91 OEYICES AS NEEDED. ROIIGFI CRADE SIZE. OBTNN A CERIIFIGIE OF COIPLIANCE ~ SIZE. ~ ~ W SITE 5. IiSTALL srotel sEwER, s sHOwN. AND PROTECT wIETS wmI ENDCI( A16) cTSwvEt NIET caNTROIS. sE NIFr caNrnas. sEOel~r+r rwws oR on+ER 2. A U.S. ARMY CORPS OF ENGINEERS (COE) PERMIT (ACTION ID #200120575), v o ~ OTHR APPROVED MEASIIIES As sl+own ON THE PLNI. eEpn CONSIRUCRDN. BULDNIC• ETC. rnwc, Erc. FOR THE PROPOSED ROAD CROSSING HAS BEEN ISSUED. cn v ~ arcs uw?xs, Erc. s® ern ~ o 6. STABlJIE SITE AS AREAS ARE BROIIGIIf UP TO FMYSH GRADE WRH VEGETATION. PAV91G, DRCH LI111NGS YUICH DDIUDED AREAS WRW1 FiTF><N (15) DAYS OF OOYPLE110N OF ANY PHASE OF OOM5IRUCIION. z E of 001~'~10f 3. CONTRACTOR TO OBTAIN COPIES OF GRADING, COE AND DWQ PERMITS. p o 3 ~ 7. WHEN CONSiRUCT10N 15 COIWLLIE AND ALL AREAS ARE STABEJIED COMPLETELY. CALL 1~6-6198 FDR c~u ~ru ~ Ax ~cnon er THE ~ ~ ~ EIIVIRONIEITfAI ENGYlEER. iwr 4. MAINTAIN EXISTING EROSION CONTROL MEASURES INCLUDING SILT j I I w ~ CIS, ETC., N+o s® our oR suer~E 8. IF SIZE IS APPROVED. REMOVE TEMPOIiAItY DIVERSIONS. SLT FENCE. SEDMIOIT BAStlS, ETC.. AND SEEO g ~ RESULTNIG BARE AIIFJIS. All RE]IAINIiG PQiMANLITf EROSION CONTROL DE\ACES S1K51 AS VELOCITY DIT ua+ u vEUOarr olsslaATORS, stau.u raw FENCING, DIVERSION BERMS, AND OTHER MEASURES AS SHOWN ON THE W ~ cn ~ Z N ~ ~ BE NSTALIED. APPROVED EROSION CONTROL PIAN. INSURE DIVERSION OF SITE STORMWATER ~ o o ~ a sr ErnnROr~rx o+c+I+rEx. Iw.E lF]IASIER. ONSTRUCTED WETLANDS AREA UNTIL PLANTING IS ~ to ~ ~ Sri 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SItE NrSPECIION BY QlVRONIIENTAL OBTAN A CERTIfTGTE OF COIpLLlTON. AWAY FROM ADDITIONALLY C COMPLETED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~ w w } z o ~ ~ ~ o MAP I N I TY ETMRDNMENUL I]IGINEETIS; VIC QAVE PAiMEII. BS9-7519 NTROL MEASURES AS ~ v 5. CONTRACTOR TO RELOCATE EXISTING EROSION CO ~ ~ ~ (NTS) KALE IEMASTER 65e-6198 ATE REVISED SITE PLAN. NOTIFY WAKE COUNTY o 0 0 ~ ~ 5HOWN TO ACCOMMOD z z z v ~ LEE squRES 858-6,99 ENVIRONMENTAL ENGINEER WHEN THESE RELOCATED MEASURES ARE IN a a a w N PLACE. ~ ~ ~ Y z JAKE TAYLOR 868-7518 BYRON BRAOY 856-6195 a o 3 v YARN COIF 856-7858 • 6. DO N T REMOVE PREVIOUSLY INSTALLED SILT FENCE ALONG BUFFER -x- -x-x x-x-x-x-x-x-x-x-x-z-x-x-x-x-x-x-x-x-x-~ ~-'x-x-x-x-x-x-x-x-x-x-x-x-x x-x x M UP SLOPE LIMITS UNTIL AREA IS STABILIZED AND WETLANDS CONSTRUCTION 0 ~ N ~i ~ u; . ~ COMPLETED. Z ~ IS I off' Z ~ 7. INSTALL CULVERTS, WEIRS AND DOWNSTREAM DISSIPATORS ON STRUCTURE ~ .MAINTAIN STREAM FLOW BYPASS CAPABILITY. ~ DISCHARGES I 8. MAINTAIN DEVICES AS NEEDED AS SITE IS BROUGHT TO GRADE. ~ 00 9. STABILIZE SITE SLOPES AS SOON AS THEY ARE BROUGHT TO GRADE. M INSTALL C350 VEGETATIVE MAT (AMERICAN GREEN) OR APPROVED EQUAL " ATION AROUND ~ FROM PERMANENT POOL ELEVATION TO 1 STORM ELEV o- ~ _ N ~ WETLANDS PERIMETER AS SHOWN. d' I o0 N INSTALL CURB ACROSS 10. PLANT WETLANDS VEGETATION AS CALLED FOR ON APPROVED PLAN. M ~ ~ FLUME OPENINGS i~ I 11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR. Z ^ c0 I SURES AND SEED Q VEGETATI MAT 12. IF SITE IS APPROVED, REMOVE EROSION CONTROL MEA ~ N I ~p I EL 308.0 PERMANENT OUT ANY BARE AREAS. J I WATER EL 0 ~ ~ x16'xt6' TREATED T1MB TED TIMBER IR B X WITH OVERFLOW EL 312.0 1 STORM EL) 13. REMOVE DIVERSION BERMS AND STREAM BYPASS TO ALLOW FLOW INTO REA ~E ~ I ~ / ®EL. 318.0 AND 6" DIS( I AND 6" DISCH GE~6~IF ~ AT EL. 311.0 WETLANDS. PO KET WETLANDS BED . 4 H-BE S EACH SI~6.4 O.C. `O T- T- T T- T- T- T- T - T- T- T- r T- N ~ (EX. STREAM BED). 4 H- ~ ~ / CLASS 'B' DISSIPATOR BE ISSIPATOR BE N BOX AND E)ISTING '1,9 4 S.F. @ EL. 308.0 M RECONDITIONING I ~ ~ ~ n . I N / STREAM BED BUILDING N ~ I ~ LEGEND Q I o ~ ~ / cLASS ~ ~ ~ ~ L+J ' DISS AT ~ ~ T ~ ~ ~ / ~ o ~ H I PINE P ENOTES TREES TO BE REMOVED. 1 D F- 15 ~ ~ t ~ ~ ~ ALL OTHERS TO BE UTILIZED IN ~ / ~ 1 ~ MAPLE M ,I. _,,i ~o i ( ) II I / , ~ ~ ~r, ; ~ ~ POPLAR (PO) - - - - - - WETLANDS DELINEATION ' ~r~ ~;ili-~i~~ ~ ~ RISLR3''~ ~i i' ii. C ~ d~ + f CEDAR ( ) ~ TOP ~ , r 311.00 ~ , ~ X312.0 `I ~ ~ i i / HARDWOOD (HW) \~~~~?nuni~~~~ N ~ ~ ? 1 i ~ .o 11 WEIR ~ EL. 312.00 ~ ~ ~ ' ~ (1 „ ~ ; i i I r ~ N 1 STORM POOL ~ ~ , ~ ( ) 1, 7 FOR®AY ~ _ _ _ _ _ _ , I TREE PROTECTION FENCE WITF WITH 2 DISCHARGE ORIFICE A j d~ a,- ~ ~ / REVIEW ENGINEER DISCLAIMER 1984 S.F. a - ~ o v~ EL 308.00 = ~ - = a ~ Z N - ; ~ - (PEE a ~ , ~ ss - ss - ss ss - SS - SS sst-- ss - ss - ss , ~ . \ ~ ~ ~ ` ,r~ I (PERt~iMlf~tf _PQQ~ - ~ CLEAN OUT EXISTING EXECUTION OF THIS CONSTRUCTION PIAT BY THE REVIEW = vwi ^ c~ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY ; y ~ D ' ~ SY~ ~ ~ ~ r , _ - SEDIMENT BASIN AND MRS THE RESPONSIBIl1iY OF THE OWNER AND ENGINEER ~ Q~~ m ' ~ - ~ ~ , I 13.00 ~ ~ - - EL.= EMPLOY AS FOREBAY TO u TO COMPWWCE WITH ALL _ _ " OF RECORD WITH REGARD ~ ~ ~ ? ~.~t .94 36 FES EL. 318.94. FEDERAL, STATE, AND LOCAL STANDARDS AND/OR - , ~ CONDITIONS. 111``~~ _ . c~ _ ~ 1 UN - - - ~ „z I1 ~1A" M- EW ~ X, ~ ~ FIGITE ~ ~ OWNER CERTI ~ - . ~ ~ M-g 0 SILT FENCE AND TREE ; , ~X' ~ _ i ~ ~ OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH ~ _ PO ( I V T ~ X N 38 a ~ . T , ~ ~ 'i ~ _ _ ~ _ -1Y-- ~ 3 TREE PROTECTION- FE ! ' ' ' %i;X~ ~ _ ~ i ~i ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST ~ i ~ ~ TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLWdCE _ _ ~ ~ ~ ~ - ~ i WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN cn F- - ~ _ -8 ISSAPATOR I M 'g > - ~ W ~ ~ tl _ ~ ~ ~ e- - 1 . ~ r p CLA.77 ~ ~ i i i THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR ~ ~1 i i RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE U ~ ~ , ~ ~ - 24x9 T ; ISSIPATOR . - Jao ~ - 3j JTe.- H ' 4 M- r w oo ~ ~ , 8 , ~ &~4 * ~ ~ X7.5 f i i APPROPRIATE CORRECTIONS AND/OR REVISIONS. Z ip ~ ~ ~ ~ ~ ~ , ~ 1 a ~ i~ ~ . ~ i- DS . / _ ~ ( ~ = = ~ LOWER WETLAN ~ ,r ~ _ i n. m DS ~ g _TLAN T~F N E OW ~ NNjN ~ ~ ~ , ~ .I I v T = 25 583 S.F E - ~ ~ N ~D ii Q_= NM ~ NII ~ / UPP WETLANDS ~ I v I i,-~. - ~ 33 S.F EL_~16.0--------- ~ ~ ~ owNER DATE w N _ ~ ~ o 4~ ~ OZ M~ O III ___r} I -f / i- ~ ~ o ~ ~ ,O x N ~ r...:. S =18 979 S.F nn EL. 320.0 ~ ~ ~ ~ - ~ II ~ V ~ ~ M~ ~ (d ~ w o ~ ~ _ , - . II ~ I-~v?W ~ ~ ~ ~ ~ zF~ I - I i THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION • ~ A p ~ Q` J x ~9Z~ I i ~ r, _ , , ~ BY THE TOWN OF WAKE FOREST. ~ iT ~ U o LL D ~ ~ \ L - / / ~ ~ O W ~ I \ / I~ sand Utilities Dote ~ x ' ' ~i Public Work 0 W ~ i ~ ~ ~ DOUBLE CU I ~ Q ~ INLETS TY~. ~ ~ d (n ~ ~ r~~ 0 a' Z Date Cn 0 0 Engineering Department zx~c q .a d WxWw ~U~~ ~ ~ ~ ~Q,~' ~ I s ~ In N ~ \ ~ zF ~ i Flre Prevention Date W ~ ,.a ~ ~ / ~ M i REPLACE EX. FES U W N ~ ~ ~ I WITIi PROP. , I Subdivision Administrotor Date 0 W i Q W ~ Z I JUNCTION BOX ~ W ~ J ~ ~ INV IN= 324. D _ - x I • O - ~ _ ~ cn pO z V OUT 3 O ~ = p p ~ ~Y~/ LAND DISTURBING ACTIVITY ~ > (n - ~ ~ W I ~ I x D UNDER WAKE PERMITTE M W ~ J Q F ~ Z • J Z a ~ - W I COUNTY PERMIT #0003489 • ~ I ~ M U - W ~ Q J I ~ I Q ~ cD - ~ J I ~ I D ~ ~ I f- ~ ~ _ I ® ~T 0 N x x x x - I ~ I W U x ~5 ~P ROAD CROSSING I~ STORM DRAINAGE DATA OSSING IMPACTS ~ DRAIN AREA Q TOTAL Q RECEIVING ~ ACTUAL ZONE I BUFFER IMPACT TRUCT " " ~ _ THROAT INV. IN INV. OUT LENGTH PIPE SIZE PIPE SLOPE ACRES) C (CPS) (CPS) STRUCT. NO. ~ ~ Q FFER IMPACT 7,226 SF ( No. Q a ACTUAL ZONE II BUFFER IMPACT !PEER IMPACT - 1,382 SF 1L 327.50 - 324.05 40 18" CPP 1.0% 1.32 0.80 10.0 10.03 2L ACTUAL WETLANDS IMPACT - 1~ IMPACT - 10,000 SF - - - 4.20 2L ~ ACTUAL STREAM IIrIPACT - 145 2R 330.00 324.35 324.25 70 18 CPP 1.0% PACT - 145 lF " 0.95 0.27 10.30 3L d' 2L 326.44 323.65 323.50 40 18 CPP 1.0% 0.03 ~ ~,I " ~ I V 325.97 323.10 322.82 28 24 CPP 1.0% 1.80 0.8511.53 21.83 4L 3L 4L 326.10 322.54 322.34 23 36" CPP 1.0% - - 3.0 24.83 5L 5L - - 322.10 - - - - - - 24.83 N. WETLANDS DATE: 01/02/02 GRAPHIC SCALE LVERT - 315.00 314.09 96 30" RCP 0.95% - - - 24.83 S. WETLANDS DRAWN: JCJ n an ~o e9 tI10 zo a~ - 39.00 50 18" CPP 1.0% 0.80 0.85 3.46 7.66 4R cui~1:T• VI\ VLV.V/ 320.46 26 - 3.26% 0.80 0.85 3.0 10.66 5AL 4R 326.29 321.50 5AL - 322.00 320.38 50 48' RCP 3.26% - - - - S. WETLANn--;l EC- 1 IN S') 1 inch - 40 M RELEASED FOR CONSTRUCTION o 0 0 0 Q ro n m 1. CLEAR DELINEATION: TREE SAVE AREA, BUFFERS 0 OR OTHER AREAS WHERE EXISTING VEGETATION IS TO BE 6" PRESERVED SHALL BE DELINEATED ON THE CONSTRUCTION TREE PROTECTION AREA SITE AS IT IS SHOWN ON THE APPROVED LANDSCAPE PLAN. a THE AREA MUST BE CLEARLY MARKED WITH SIGNAGE DESIGNATION DO NOT DISTURB w R A "TREE PROTECTION AREA' AND MUST BE SURROUNDED BY 3"R. vwea[ wa a~cnv er ix[ owlurt wows w¢ veewc ~ z RT fFNCE GEOIIXI~E FABNC ~ ~ ONE OR MORE OF THE FOLLOW)ING: ~ in°Mirin"R°saFei°UFErSc1NG OT ORANGE POLYEfHriENE NPICAL TREE PROTECTION TAPE/STRIPING 2~~ g^ . ,~7.r tlQIE: o U O i -ug ar r[~~a wuv wow on~x,~a uan riu sarc ~n U CONTIN000S ROPE FOUR (4) INCH WIDE HEAW MILL 5' O.C. MAX. ww. is-ih cw oocs ~wr ncc¢o iH wo ram w ~ a a FLAGGING 2'-0" 2. LAND DISTURBANCE: THERE SHOULD BE NO CLEARING, r ~ m L~ ~ ~ ~ 7 ~ ~ w EXCAVATION, SOIL COMPACTION OR CHANGES OF THE EXISTING GRADE WITHIN THE DELINEATED TREE SAVE ARFAS• SHOULD STAN DAR D Z ~ - O O ( THE REMOVAL OF UNDERBRUSH VEGETATION TAKE PLACE, EVERY -0" ON SITE ~ 5 ~ o o Fqi NlL11gi wd 9u ti (Z'~ VI V) U EFFORT SHOULD BE MADE TO MINIMIZE THE DISTURBANCE OF a N.T.S. FENfE B PRORC111G M1C1101t 90MT AS GTtl1 BABM. pXEC1ED BY FNONEfli THE TSA 8Y HEAVY EQUIPMENT, SOIL COMPACTION, EfC. O K K Z 6" SIDE VIEW o 0 0 0 a a < ~ 3"R. "R. 1/4"R. FRONT VIEW ~ ~ ~ 3 TYPICAL TREE PROTECTION METHODS 12" 6„ ~ , ~7„ SILT FENCE NOTES: z ~ N M a STANDAIjD FETAL 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP (n POSTS 2 -0 IN GROUND TO ENSURE CONSTRUCTION ENTRANCE IS USED. ?'-6~ 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT J W GALVINIZED ~2~-6~ THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- Q l~ ING OVER THE STONE THEN THE TIRES OF THE ~ H ~ EX E DS D~WIRE STANDARD 2'-6" IN RI IN RIGHT OF WAY VEHICLES MUST BE WASHED BEFORE ENTERING THE w F..~ PUBLIC ROAD. TOP OF BOX N.T.S. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS Q O Q N ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY TYPICAL CURB & GUT N.T.S. c GUTTER DETAILS WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY ~ U J z RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. O O aj .o STANDARD TEMPORARY SILT FENCE ~ ~ ~ ~ 0 N.T.S. ° x ~ o / ~ e RIP RAP BASIN MAINTENANCE U ~ ~p w a ~ - SHOULDERS SIDE DITCHES SLOPES (MAX. 3:1) INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS W M - o ~J- PATE TYPE PLANTING RATE ORIGIN # 57 WASHED STONE PLACED TO A THAT I AUG 15 - NOV 1 TALL FESCUE 300 LBS./ACRE ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT ~ ~ O THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. - H HEIGHT OF 12"-18" MIN. ABOVE NOV t - MAR 1 TALL FESCUE 300 LBS./ACRE CONST TOP OF BOX & ABRUZZI RYE 25 LBS./ACRE CHECK CONSTRUCTION WITH SEEDING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A O MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY W U STANDARD CATCH BASIN~YARD INLET PROTECTION gpRR 15 - JUN ~ 0 HULLL DESCOMMON BERMUDAGRASS 25~ LBS./AC EE M~N~MU JUl 1 - AUG 15 TALL FESCUE AND 120 LBS./ACRE ABOVE ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. BROWNTOP MILLET 35 LBS./ACRE STABILI OR SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER o CONST CONSTRUCTION WITH SEEDING. ~''-P y '~/i s= SLOPES (~:1 TO 2.1) ,A o- s eur suriaurt ro err pp ~ PLANTING RATE W$ z t~- ~r a sa Yti,~ h~~.,i,~,~,,;x MAR 1 -JUNE 1 SERICEA LBSPEDEZA (SCARIFIED) 50 LBS. ACRE i~w zZ N n F'`'~ 1.6 R ~T":z'-`s-srae io e[ iamx:; - a• a ron~ a 120 LBS. ACRE ~ ~ (MAR 1 -APR 15) ADD TALL FESCUE I t!W QI FT/AfAE 6 R jj1 K1 r) Y~% ~~~~INy~ pOMW~Y „~BNL1371 ;~x::.i{^..': ^;A;~4::, MIICIE~4M b MAR 1 -JUN 30} OR ADD WEEPING LOVEGRASS 10 LBS./ACRE ^^j'~~~"r';;°:<.:~~+. O1FA1R' (MAR 1 -JUN 305 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS./ACRE lY ` ~~wS :cr~> APR 15 -JUN 36 HULLED COMMON BERMUDAGRASS 25 LBS./ACRE JUL 1 - AUG 15 TALL FESCUE AN 120 LBS./ACRE REVIEW ENGINEQt DISCWYER s** BROWNTOP MILLET 35 LBS./ACRE F~ IXECUIION OF 7M~5 CONSIRUCIION PUT BY 7HE REVIEW PLAN *#t OR SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE CROSS SECTION ENGINEER FOR THE TOWN OF WAKE GORESf IN NO WAY LIYI75 THE RESPONSIBILrtY OF 1HE OWNER NdD ENGINEER SEP 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS./ACRE ~,s,,,,,,,~„p,~ AND TALL FESCUE 120 LBS./ACRE OTE VOTE OF RECORD WffFl REGRF2D TO COMPLIANCE WITH ALL ~ ~ 15' ~ NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBS./ACRE EN p051NG ROMW~Y 1. USE FOR DRAINAGE AREAS CoN~~~A~• µD/OR ~l y NOT EXCEEDING 5 (FIVE) ACRES. pWNER CERTIFlCATE ~ S 2. EARTH BERM SHALL BE STABILIZED wJ SEEDING s• - ~r ~ CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL 2~ q WFORMATION CONECRNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. ACCORDING TO TRIANGLE SPECIFICATIONS. OWNER HEREBY CERIIFlES ANO AGREES TO TNCE SUCH ^ ~ '(uc ~ a p ACTION AS MAY BE REWIRED BY THE TOWN OF WN(E FOREST V./ O 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPWWCE 7 o WITH TOWN SfANMRDS AND/OR CONDffIONS DESCRIBED IN ~ ~ vl a ~ r ~ ~ ~ THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; 3. US OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. THIS CONSfFtUCfION PUT, INCLUDING RE-SUBMISSION OR tV ~T RE-E%EQJ~ION OF THIS CON5fRUCTION PUT WffH 1HE • ~"I Q ~ APPROPRIATE CORRECTIONS AND/OR REVISIONS. U Q ~ ~ CROSS SECTION TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 72" IN HEIGHT BEFORE CONSTRUCTION ENTRANCE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. SETrtm O a U ~ IIM~ {r.7 \ \ ~ \ \ ~ OWHER DATE ~ ~ a Z ~ i.lrr io n ua xi soe ~ ~ z x y~ N.T.S. suvc Y~uc ~ A YN( FLL W{ij SEEDBED PREPARATION R7Eli 7:1 SIDE 40PE ~ p,~ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE iABMC YA% NANIiK V GROU~O SOIL CONDITIONS, IF AVAILABLE. R WN ~ 2.) RIP THE ENTIRE AREA TO 6" DEPTH. rw Y~~ rl GRAVEL & RIP RAP BASIN/OUTLET 7H~E PUNS HAVE BEEN PPPROVED FOR CONSiRUC~ION ~ 3.) REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS `p`er LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. s~eP cur oa Fiu s~oPe m N.T.S. BY THE TOWN OF WAKE FOREST. = 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND - MIX WITH SOIL (SEE BELOW*). Pu01ic Works and UtiliGee Date 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONBLY UNIFORM p;1 SLOPE (MAX) wm ,owonixr s~mrc A MTa NOTES: Engineering Department Data SEEDBED IS PREPARED 4' TO 6" DEEP. - "~10M ~ GRADING CONTR,4CTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER 6. SEED EVENLY ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH CROSS SECTION ~ C0N1R01 ~ SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. M THE METHODS OF SEEDING MAY BE VARIED AT THE DISCRETION OF THE D / CONTRACTOR ON HIS OWN RESPONSIBILITY TO ESTABLISH A SMOOTH POSITIVE GRADE 1.0% MAX. IN MEASURES NECESSARY TO INSURE THAT ALL EROSION CONTROL Fro Prevention ~e qE5 DEVICES ARE MAINTAINED AND PLACED TO AVOID ANY SILT GOING ~P INTO THE STREAM AND~OR NEUSE RIVER RIPARIAN BUFFER. sunaivieto~ /~emin~atrator Dote ~OV z N a UPSLOPE TOE ? ' GRADING CONTR,4CTOR SHALL BE RESPONSIBLE FOR LOCATING S&EC a a UNIFORM TURF, COMPOSED OF THE SPECIFIED GRASS. ' G 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ PI SIDE SLOPES L~ 8. INSPECT ALL SEEDED AEAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS z : ~ (unx.) ~ ~ ~ PINK FLAG DATED NOV. 19, 1999 THAT LOCATES THE NORTHERN BUFFER ~t, LIMITS AND SHALL STAY A MINIMUM OF 55'-0" FROM THIS POINT. ~'~~d WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER ~ GRADING CONTRACTOR SHALL STAY OUT OF THE NUESE RIVER 60~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND ~ \ G ~ ~ ~ ~ RI - SEEDING RATES. ~ ~ ~ RIPARIAN BUFFER LIMITS AS SHOWN ON DRAWING. LAND DISTURBING ACTIVITY Dpi; 11/19/01 PERMITTED UNDER WAKE COUNTY PERMIT #0003489 Dgp~; JCJ 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT STEEP CUT OR FILL SLOPE AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. SHRF.Tc *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) PLAN VIEW FERTILIZER - 1,000 LBS./ACRE - 10-10-10 SUPERPHOSPHATE - 500 IBS./ACRE - 20% ANALYSIS DIVERSION DITCH RELEASED FOR CONSTRUCTION EC - 2 MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW N.T.S. cf) ANCHOR -ASPHALT EMULSION 0 300 GALS./ACRE w H o 0 0 0 M M 01 A r" ~ ~ ~ ~ O ~ H W ~ ~ Z 1" STORM POOL WEIR ELEVATION AS CALLED FOR ON RISER DETAIL AND WEIR DETAILS ~ ~ o~ U ~ 1"x6" F~HI ~ v SyF~ LANDLOK 435 BY z ~ o GR ACF OR APPROVED o 3 qOF ~ ~ a za• 24" ®3, EQUAL ~ ~ CAULK ALL JOINTS S( ~ I I w OpF ~ cn (TYP.) z z ~ M PERMANENT POOL z o o p v ~ 4x4 ~ tn55 K W ao PLACE 2 O.C. w w w ~ N K ~ (MAX.) o ~ o! z ~ ORIGINAL GRADE ~ cn cn o p o 0 0 PLANT LIST FOR CONSTRUCTED PORTION OF WETLANDS o Z Z Z U ~ Q JQJ JQJ w s• m • ~ F- F- Y Q • ~~~3 SCIENTIFIC NAME COMMON NAME SIZE COUNT a o _ ~ tV M ~ SAGITfARIA LATIFOLIA DUCK POTATO, ARROWHEAD TUBER - 2'-0' O.C. 200 N a Z r- HIBISCUS MOSCHEUTOS ROSE MALLOW, MARSH HIBISCUS 1 QUART - 4'-6" O.C. 100 a a d e ~ CONCRETE IN a ~ ~ PLACE CONCRETE B/SE ~ ° 24' OR 60' ~ ~ ~ a~ • N • 4 V n v1 I- W ~0 M d1 O ~ ~ NOT TO SCALE WETLANDS 3 WEIR DETAIL 1 NOT TO SCALE PLANT COUNT NOT TO SCALE CMP RISER DETAIL ,~~~uiiiiu~~~ ~O P ~ % , ~ d' a , J p y1 U W ~ Z U= (n ~ C9 ~ ~ d Q: `11,, 150 mm (6 in) 312.50 310 mm ~ TRASH RACK WffH ANTI-VORTEX DEVICE t2 .o II1= I -III=III- ( ) ~ =III-III-III=~ ANCHORS COVER SLOPE WITH 7811 (UNOLOK 435 BY J I -III=J1-III=III=III- ~cF ~vrriovEO EouK) rRaw roe of SLOPE ~ -III-III-III-III-III-III- 70 EL 318.00 Y ~ . ~ n ~ O M ~ O -I i I-1 11=1 1=I 11=1~=1 11=1 I I-J 1=1 'V N ~ -III-III- (-III- ~ I LANDLOK (OR EQUAL) WEIR -III=III-III=III=1~' ''=11 3ie.ooo WEIR TOP EL 318.00 312.000 1 INCH STORK WEIR EL. 312.00 ~ ~p _ ~ Li O - 00 ~ ~ O '=1 11=1TI-I 11=1 I C J' _ 1=1 11=1 11=1 11=1 i COVER SLOPE WffH TRM (LANDLOK 435 ~ ~ O BY ACF OR APPROVED EQUAL) BETWEE • `r'~ A O oo ~ ' I I-1 I I-1 11-1~=1 I PERMANENT POOL ELEVATION AND 1 ~ - 1-III-III=ll1= 1L mm ~~j~? 100 - 1~~ - ~ - STORM ELEVATION 0 .:':.'.'.'.'.'.'....'.'.'.'.'.'.':.'.'.'.'.'.'.'.BERM.'.'.'.'.'.'.'. U r+ o0 24 0.~ o~ ' 1.=1 I (=fL=1 11~1 =1l-III-1~- (a in) ~ .°AMi:: i:iiiii i:::::iiii . PERMANENT ~ ~ ' I I=III-1 11=L- I I-1 I I=ll I-1 I I- - POOL ELEVATION V) 0 C~ i I 1=III-III-1 I I-1 11=1 I I-1I 1-1~=L=_ 0 ~ Q 308.00 0 0 i 1=1 I1=1~=1 I H I I-1 I1=ll1=1 I1=1I 1=1 I t O mm I I_ - -1 I I-1 I I- =1 I H I= 0 - III III _ ~ _-111 _ . ' Z x - A 1 FT. ~ a i - AT - - TRASH SCREEN 4 in L ( ) _ - FACE 0~ WE w x w w a - IR - - ~ 1 I I-1 I1=1=1 11-1LI=1 I I-1 I I_I I_I i -J j~-111=11 I-1 I I-111=1ll=111=111=_ 2 INCH ORIFlCE U r~ FOR DRAWDOWN W I-1I I-1 11=1 I H I I-I 11=1 I I-1 11= OF 1 INCH STORM p~ S II_I I I_ITI_I _I I_III I~ I I l _ _ _ 1 _ TIE TO EXISTING ~ GRADE - - -III-III- a. sm~ 'i- - - II~II Q ~-111_111-I _ Ill _ - ~ ~T~= I-III=Ill=III=III- BEO 311.13 EX. STREAM BED ^ 1 -~~~~III~~~IIILT,~~~- z 6' OPoFlCE AT CLASS B' YAIERIAL ELEV. 311.00 TO AC7 AS ENERGY EMERGENCY DRAIN DISSIPATOR FOR WEIR EXTEND 6" PVC PIPE 15' OR TO DAYUGHT OVERROW SEE CMP RISER DETAIL THIS SHEET ~S REVIEW ENGINEER DISCLAIMER ~P 'H' BEANS TO MINIMUM DFP7H OF 8' BELOW EXISTING GRADE EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION V ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY T WN OF WAKE FOREST. ~ UMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER THE 0 Q OF RECORD WITH REGARD TO COMPLIANCE WITH ALL Q FEDERAL, STATE, AND LOCAL STANDARDS AND/OR il' • Date 4 CONDITIONS. Public Works and Ut iUes OWNER CERTIFIGITE Engineering Deportment Date J~ ~1d OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST Fire Prevention Date TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE WffH TOWN STANDARDS AND/OR CONDRIONS DESCRIBED IN DATE: 11/19/01 THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR Subdivision Administrator Date RE-EXECUTK)N OF THIS CONSTRUCTION PLAT WITH THE APPROPRUITE CORRECTIONS AND/OR REVISIONS. DIZA~: JCJ LAND DISTURBING ACTIVITY cT-TFFT• PERMITTED UNDER WAKE °MER DATE COUNTY PERMIT X0003489 RELEASED FOR CONSTRUCTION DT- 1 cl- ' 5 NOT TO SCALE TURF REINFORCEMENT MAT INSTALLATION 6 NOT TO SCALE SECTION - IN STREAM WEIR 7 NOT TO SCALE SECTION - RISER 3 0 0 0 0 / Y INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. d ~r7~rn ~ -i q TOPOGRAPHIC AND BOUNDAR ~o~~~ 90 32.00 332.0 ' ' oz ~ 2 ROL - o~~~ ~ ~ ~~,P 1 00 ~ 4. FRAC D Fl1 cn - NITARY SE ER ~ S Z - W ~ _ - 4.13 J 33 . 0 z~ x - E SEMENT- ~ Z ~C ~ w _ _ _ E r- ~ - - o ~ OW P INT E EV = 326.2 _ E T - SITE _ OW P INT S A = +05.1 ~ ~ GAS Mj, (A U O a PVI STA 1+7 .94 - z ~ a 0 0 3 VI LEV = 32 .75 - - X ~ P E - - RN ~ S- cn ~ A.D. 4.59 _ ~ _ - _ ~ ~ I I z ~ ~ w _ u,~~ ^ K = 24.40 - - ~ ~ - - - cn . _ _ _ _ _ z z ~ " _ A coo ~ t a _ - - Z 0 ~ o -r --H C9 N U1 U ~ 0~ _ ~ , - - - - o ~ - ~iH1 S ~ w w w } MH3 ti ~ ~ ~ ~ ITY MAP - ~ N a _ M VICIN . n O ~l•P ~ ~ z Oo ~ _ ~ W v7 v7 v7 ~ r7 W W W W o000 (NTS) ~ J Q W z z z ~ > - ~ - - - - - - J J J W 3 ~~~Y 340 ~ ~ cn _ - - J J J = - ~ (n 33 Q ----3 2 ~ ~ ~ 3 ~ ~3 2 _ E TO EX PA MENT W <i Q _ _ _ ~ _ U) 8 ~ - - 3~ - o C~ in ~ • N ~ • N O N M N N 00 32o z o X N d' U M Z U M F - o W ~W I N _ I N W Q Z a Q a 2 ~ ti ~ 3~ ~ _ ~ ~ ~ ~ ~ - x ~ - z zN Z - - ~ _ ~ X W - 1/1 - J - - W ~ S, ~ ~ X ~ _ - H ~ / C(' ~ ~ ~ ~ ~ ~ o 330 ~ , " - - - X ti ~ a ~ N 1296 - \ ~ ~ ~ ~Z ~ - - ~ ~ \ t- ~ ~ c N- U r'~1 0 f~1 ~ cn S o~ ~ _ X ~ ti EX. 8 W TERLI E • _ a ~ - , ~ m o Z ~ p.~l - - ~ .~0:,, coy _ _ _ , . 611 _ CO . 4 SIP X1'2 CO v ~ ~ ~ ~ ~ O s " o ~z z ~ - _ _ " ~ GA p O O M E -I m r ~ ~ -I 'S 320 EXISTI G GR DE INVERTS PER ~ ~ ~ - 48" BING PLANS , ~ ~ -I z _ ~ ~ 10 " ~ ~ 30 - - RCP i _ - z - z ~ ~ ~ ~ ~ - (n - " ~S, \ ~ ~ r- ~ O m -I m U ~ ~ m D z C H ~ - - H Z ~ - ~ ~ m z O ~ S)~ - - - EX.B A 0 0 ~ ~ti z 310 ~ ~ ```~~uuui+ir o , i~ ~ ~ ~ ; w _ v . \ ,A z 'o a, \ \ ~ ~ _ am z - ~ :y ~ ~ ~ ~ ~ ~ ~Q: 1 ~ GRAPHIC SCALE ~1~,,~`' 15 15 30 ~ nniu~~~,~ 1+00 2+00 3+00 4+00 5+00 0+00 SCALE 15" R GRAPHIC SCALE 30" R 25 5 50 1 _ - SCALE ' cV , ~ - e VERT. - ~ ~ a 5, it , , . . f r n, O M O 1'-6" 6" ROAD CROSSING IMPACTS N ~ REVIEW ENGINEER DISCLNMER ~ N ROAD CROSSING " 2 -o ACTUAL ZONE I BUFFER IMPACT - 7,226 SF EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW Q o - F ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY ~ ~ O ACTUAL ZONE II BUFFER IMPACT 1,382 S ~ - 0 000 SF LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER n ,..a ~ O ACTUAL WETLANDS IMPACT 1 , ~ A 0 ~ ROADWAY DESIGN TO BE VERIFIED BY GEOTECHNICAL ENGINEER. > » OF RECORD Wmi REGARD TO COMPLIANCE Wmi ALL . ACTUAL STREAM IMPACT - 145 LF FEDERAL, STATE, AND LOCAL STANDARDS AND/OR Q ~ V coNOmoNS. 0 ~ o0 N.T.S. P;U~„ OWNER CERTIFlCATE ~ • • (J~ o ~ OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH Q 335 THE TOWN OF WAKE FOREST ~ ~ p ACTION AS biAY BE REQUIRED BY TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLUWCE z x A ~a WffH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN W x W (Jr CI 3L THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR ~ - - - TOP RATE 325.7 ROD T P GR TE= 26.00 0 hl - RE-EXECUTION OF THIS CONSTRUCTION PLAT Wm~ THE W APPROPRIATE CORRECTIONS AND/OR REVISIONS. U W F" 330 S 00 _ , OWNER DATE - - - - ~ 0 Z _ c - - 1. ALL COI . 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF WAKE FOREST, 325 8" A - STANDA STANDARDS, SPECIFICATIONS AND DETAILS. THESE PUWS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST. Q, - - 2 CP _ " 2. CONTRA 2. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS. " 22.0 1 CPP - FUTU E 1 TORM POOL - INV 0 T= a - - 3. ALL DIt~ 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. Public Works and Utilities Date ES - - F WAKE FOREST ZONING ~ UTU E PE MANE T PO L 4. ANY WO F a - _ _ AND SI 4. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE TOWN 0 Date \Q' H L BE IMMEDIATELY REPORTED TO THE ENGINEER FOR ADJUSTMENTS. Engineering Department AND SETBACK REQUIREMENTS S AL - FUTU E 1" TORM POOL O . z - - o - _ _ _ _ _ 5. LOCATIO TILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY Fire Prevention Dote y Q 5. LOCATIONS FOR EXISTING U ~ ~ - - - FUTU E PER ANE T PO THE L( - THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME. Q ' 4 ~ RO - P ®1.03X - - F - - 6. CONTRA TI MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES Subdivision Administrator Date o`b 6. CONTRACTOR SHALL AT ALL MES z 315 - _ FOR PI - - FOR PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. ~ - ~1d u H ADWA L IN IN= 15.00 7, C/~ N~ Ex.~B 7. CALL NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 BEFORE DIGGING. 3 • ° - N - - 8. ALL CUI ACCESS HANDICAP RAMPS TO MEET MINIMUM STDS. FOR A.D.A. CURB RAMPS. 8. ALL CURB ( ) o = DATE: 11/19/O1 a - LI E 310 9. ALL INT 9. ALL INTERIOR SITE CURB SHALL BE 2'-0" (SEE DETAIL). 10 20 30 40 50 60 70 80 70 60 50 40 30 20 10 0 H 80 DRAWN: JCJ LAND DISTURBING ACTIVITY W PERMITTED UNDER WAKE cuF>~T• STA ~+06.00 cr COUNTY PERMIT #0003489I . S U GRAPHIC SCALE 10 10 20 40 a AmA 4 SECTION in a RELEASED FOR CONSTRUCTION PP-1 i SCALE n VERT. - 1' 5' cii HORZ. - 1' =10 C-) w ~ ~ TOPOGRAPHIC AND BOUNDARY INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. 4 h o 0 0 0 ~ ~ ~ ~ rn A REVIEW ENGINEER DISCLAIMER ~ r r r O ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW J ' ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY SHEET INDEX LIMITS THE RESPONSIBILfTY OF THE OWNER AND ENGINEER COVER SHEET C-1 z ~ OF RECORD WRH REGARD TO COMPLllWCE WITH ALL SITE FEDERAL, STATE, AND LOCAL STANDARDS AND/OR ' PLAN w z EC-1 ~ w CONDRIONS. EROSION CONTROL DETAILS EC-2 0 ~ DETAILS DT-1 " o OWNER CERTIFlCATE PLAN A PROFILE PP-1 a ~ OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH z ~a p o 3 ACTK)N AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST ~ a TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE ~ U O N ~ ~ WITH TOWN STANDARDS AND/OR CONDfIIONS DESCRIBED IN I I z 5 w " THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE z z ~ VICINITY MAP APPROPRIATE CORRECTIONS AND/OR REVISIONS. Z o_ o_ o C7 Ul fA U ' W W W } (NTS) ~ ~ ~ Z OWNER DATE ~ ~ ~ ~ O ~ o O Z Z Z U J .aJ J w I- F- F- QY THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST. ~ ~~~3 p ~N~i~ LAND DISTURBING ACTIVITY Public Works and Utilities Date z PERMITTED UNDER WAKE ~ ¦ COUNTY PERMIT 0003489 Engineering Department Dote Fire Prevention Date ~ o0 Subdivision Administrator Date N f - - I ~ W ~ / ~ 3 ~ ~ / ~ ~ 7 I ~ I ~ i I I ~I T - T T - T i T - T - T T - T - ~ , ~ - i i ~ - T , N ' / ~ ~ ~ ~ ~ ~ ~ 7 ~ N i / i ~ ~ ~ - - - ~ ~ B ~ 3 ,BBB~~B~ ? r ~if~~ I _ ~ ~ ~ ~ ~ 7 7 7 7 ~ / i ~ \ I ~ y / ~ ~ ~p A LL_ ctis-ws-rte-- w.;---ws-cis--ws-cns-c+s-ws-ws-~-ws--u~ -~,s j 5 i ~ 7 ~ y i' i BUI~BIf~JG ~ N ~ 3 N ~ ~ ~ ~ ~ ~ ~ ~.l ~ ~ y ~ ~ N ~ ~ v I ~ ~ I ~ / 312.5 r~ ~ i ~ ~ ~ ~ ~ ~ 7 a ~ M-I ~ ~ ~ i ~ U V y, / 1 01 O O O O a I i i ~ > ~ ~ ~ ~ 3 7 7 g~ / ~ ? ~ ~ i 5 ~ ~ / ~ i 5 ~ ~ ~ ~ 7 , ~ 'h ~ 1--I / ~ 312.5 o 3 I ~ , ~ 1 ~ • ~ ~ y ~ i i I ~ / ~ ~ / ~ ~ , 307.5, ~ 5~ ~ y ~ ~ ---v ; / ~ ~ . ~ ~ w ,308. / + 4 ~ v i - _ _ _ ~ ~ ~ - ~ ~ ~ 7~ ~ ~ 3p6.5 ~ 20 ROLLED CURB ~ I - ~ ~ I , , ~ - - - - - AI~AGOES-S-T~--------------~ - 1 S NI ARY E E ~ / v' , S MENT ~ / - _ ~ I d~ o, y ~ j 7 7 ~ 0 ~ ~ O v~ ~ Q rn 1 w z v _ ss- ss- ss- i ss - s: ` x ss ss - - ss - ~ ` ~ ~ - \ \ \ ~ ~ I - u - ss " - I ~ ~ ~ i - ~n ~ - ~ _ ~ - 1~__---------- ~ l` 1 ~ d ~Q: - - 5 ; i ~ ss _ ~ \ - SS v ~ ~~j \ \ ~ O ~ ~ , uun~ i' ~ A ~ ~ ~ ~ ` R ~ \ / i' ~ ~ 'r. R ~ 31 ~ 1 ~ ~ ~ t ~ 31 8 . ~ I N i ~~~1 I I I ~ / ~ I I I I _ ~ R ~ ~ I I ~ ?,7 \ I ~ I O M \ ~ ai a I N p ~ ~ ~ ~ ~ ~ _ . ~ i j (r J fV ~0 N / ~ I ~ I ~ l~ _ ~ ,318 316 ~ ~l ~ ~ dl II I ~ v ~ ~ ~ ~ M ~ Ili ~ N O v`v ~v ~v v~ ~ ~ 3 i ~ I i i ~ O ~ci ~ ~ ` I I I Uliti ~O 0 ~ ~ I~~ ~ ,.a ~ \ ~ i ~ ~ i • r-1 A p oo ~ ~ ~ ~ ~ ~ ~ ~ + ~ I I ~ X i ~ ~ ~ •Li ~ I - . I ~ 0 r., ~ ~ ~ I ~ ~ ~ i ' 0 rn i' ~ ~ ~ I ~ p 0 \ t 1 , I ~ 0 . ~ ~I zx \ ~ ~ ~ I - I ~ I A ~a ~ ~ wxww ~ ~ f ~ ~ ~ ~ ii ~ ~ ~ i UW \ ~ G ~ ~ . . T _ ~ i o~ ~ , I I • I ~ ; rn ~ A ~ ~ / ~ ~ ' I ~ V ~ I ~ / ~ ~ ~ - I l ' ~ i - - ~ ~ N~ I I ~"1 - ~ I Z ~ ~ ~ t ~ i i N~~, ~ I , ~ ~ ~ i i , r. ~ ~ R~~~1 1~ ~ 1 ~ I Ln \ # ~ ~ ~ ~ ~ 1 I I 1 ~ I I I I ~ ~ CO ? - _ v _ = - - ~ s, ~i ~ ~ , ti I ~ ~ , / U I ~ ~ r\ n J I iL ~ ~ ~ \ O O I I ~ ~ I I - ss- Ss, u~ u- u ~ , I I,~-~ ~ , II z U U O VO ~ ~ ~ I c_ ~ ~ - - - ' ~ - _ - a ~ ~ U ~ s sw~ sr~ sr~ sr~ J I I I ~ ~ ~ ~ N - - - - f LL - - J i ~E C~ - i P ~ C - ~ , 00 - ? ~ - - ~ U ~ ~ w - - ~ o ll w > ~ ~ ~ _ 3 _ X 3 x 3 ~ ~ .O Q ~ ~ ~ ~ N 1 Z W ~ ~ ~ 0 x ~ a a ~ _ W - to r.. ~ I- .r .r ~ ~ I ~ c - - - ~ ~ ~ wz z ~ ~ ~ ~ 1 ~ ~ ~ % I ~ d~ ~ n In ~ 1]J ~J ~ - - - - s = W ~ W - ~ I U7 s _ B- S ~ . A A e- M- A ' > ~ _l ' ~ z m I f ~ - u, LL.~ W ~ i ~ r - - ~ DATE: 11 19 O1 1/ ~ I , i ~ ~ u~ a I H L ~ --I - \ z DRAWN: JCJ n 11 ~ ~ - - - I f 2 <L GENERAL SITE LAYOI OUT .1 STET J J Fi 1 16 7 15 30 10 of CD ~ RELEASED FOR CONSTRUCTION C -1 O e li W ~ ~ ~ N E., O O O o ~ ~ TE CONSTRUCTION NOTES ~ r7 r7 ~ o E No A ~ INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. ~ I D BOUNDARY CTI O N S E RAPHIC AN TY CONSTRU TOPOG E COUN WAK SE UENC M 1. OBTAIN A IAND-OISIURBING PfRYIL SCFIEDUIE A PRE-CONSTRlIC110N CONFFAOxE IIAIH THE ENYINON DIMENT CONTROL MEASURES TO BE S I THROUGH RIPARIAN BUFFERS ° ~ ~ ~ ° ~ wm+ n~E EHGNIEER, 1. EXISTING SE 1. THESE PLANS PROPOSE A ROAD CRO S NG KALE IEWSTER. MAINTAINED AROUND BORROW AREA. PERMITTED BY NC DIVISION OF WATER QUALITY (DWQ) PERMIT #010276. r~ 2 INSTALL GRAVEL. CONSIRUCIION PAD. TEMPORARY DNER90NS, SILT FENCE, SEI)f11FM BI?SMIS OR rr eAS~ ~ onyx ONDITION A RE UIREMENT TO TREAT SITE ~ THIS PERMIT HAS AS A C Q °E"crs. srm raiwotivrr o~oHS, SEEDED ANO MULCHED ER. THE FORMER POND AREA WILL BE REMAIN AS WETLANDS SFIONAI ON TFIE APPROVED PIAN. CLE'lIR ONLY AS NExESSAR1f TO M15TALL 1}IESE DEMCES. SEED TE11 J BERMS AND FNSINS IYI~DIAITIY A(11R CONSIRUC110N. TO BE STABILIZED STORMWAT w ~ 2. SITE ( ) 3. CALL 858-81YB F!DR AN ONSRE NSPEC110N BY TFiE EMARONMENfAL E)IGMiEEIt TO 08fNN A CERBFIGI ROW OPERATIONS ARE COMPLETED. FOR THE TREATMENT OF SITE AND UPSTREAM OFFSITE STORMWATER. ~ w ~ ~ ov oo~~. AS SOON AS BOR ~ 4. BEGIN CLFNifNC AND CRUBBMlG. MA9lfAW OEIACES AS NEEDED. ROUGH GRADE SIZE en: o ~ w sEOwo+r 1RAas oe onyx 2. A U.S. ARMY CORPS OF ENGINEERS (COE) PERMIT (ACTION ID #200120575), v o ~ ~ caNmas. SITE 5. wsuLL SFaal+ sEwER 8' slawN. AND PROTECT wLETS wn11 EILDf:K AND GRr?vEt NLET caNTRGLS, sE OTHER APPROVED MEASURES As sllowN oN THE PLAN. BEDw C014SIRUCIgN, BUtDY4G, Erc. ~HC, Erc. FOR THE PROPOSED ROAD CROSSING HAS BEEN ISSUED. ~ v ~ 0 8. SGBIRE SRE AS AREAS ARE EIROIKYif UP TO F18SI1 GRADE PATH VFCETAIKA4, PANNC, DIR:H UNYIGS, of ~ 3. CONTRACTOR TO OBTAIN COPIES OF GRADING, COE AND OWQ PERMITS. p o 3 rn MULCH DENUDED AREAS YAI}IN FFIEE?I (15) DAYS OF COYPLETKIN OF ANY PWLSE OF CONSTRUCTION. 1. NAIELI CONSTRUCTION IS COYPLF.TE AND ALL AREAS ARE STABUZED COLpIEIFLY, GILL 858-8198 FOR CALL 858-et98 FDR AN NSPEC110N BY THE U 0 U1 ~ F- ~ ETAAAONLIENUL ENGWEERR. 4. MAINTAIN EXISTING EROSION CONTROL MEASURES INCLUDING SILT > I I z ~ ^ 8. IF SIZE IS APPROVED. AEJIOVE TEMPORARY DAiERSIONS, SILT FENCE, SEDWENT BASINS, E1T:., AND SEED ws. EfC.. AHO sEEO our oR STABMUE ANY ucH As w.oair o~ATORS, sHODU How FENCING, DIVERSION BERMS, AND OTHER MEASURES AS SHOWN ON THE W ~ ~ ~ Z ~ RF~ULTING BARE AAEAS. ALL RE?MDINIG PERMAIENT EROSgN CONTROL OEIACES SUCH AS VEIOCIIY DIS N BE 14STAllED. APPROVED EROSION CONTROL PLAN. INSURE DIVERSION OF SITE STORMWATER ~ o o ~ a 9. 1MffN VECETAIKIN HAS BECOME ESTABLISHED, CALL FOR A FMIAL SITE lISPECl10N BY FILVRONMOITAL I K iw.E u~AS~. UCTED WETLANDS AREA UNTIL PLANTING IS ~ ~ to ~ ~ sr EH~ AWAY FROM ADDITIONALLY CONSTR OBTAf1 A CERTIFIGIE OF COYPlETION. COMPLETED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. w w w } Z oa?o!Zo Y MAP V I C (NIT oNRmNMExTAL ENGINEERS: MEASURES AS ° v 5. CONTRACTOR TO RELOCATE EXISTING EROSION CONTROL ~ ~ ~ DAVE PARNELL 858-75{Y HOWN TO ACCOMMODATE REVISED SITE PLAN. NOTIFY WAKE COUNTY o o ~ ~ ~ S z z z ~ NTS) KALE LEIKSTER 858-8198 LEE SgINRES 858-aiip ENVIRONMENTAL ENGINEER WHEN THESE RELOCATED MEASURES ARE IN a a a w ~ .NKE TAYLOR 868-7548 PLACE. ~ ~ ~ Y z a o BYRON BRATTY 858-8196 YARN COJf 858-7568 3 v • 6. DO N T REMOVE PREVIOUSLY INSTALLED SILT FENCE ALONG BUFFER _Q ~ UP SLOPE LIMITS UNTIL AREA IS STABILIZED AND WETLANDS CONSTRUCTION ~ , x-x- -x-x x-x-x-x-z-x-x-x-x-x-x-z-x-x-z-x-x-z-x-x -x-x-z-x-x-z-x-x-z-x-x-x-x x-z ~ MPLETED. Z ~ N ~ ~ ~ IS CO off' Z ~ 7. INSTALL CULVERTS, WEIRS AND DOWNSTREAM OISSIPATORS ON STRUCTURE od DISCHARGES. MAINTAIN STREAM FLOW BYPASS CAPABILITY. 8. MAINTAIN DEVICES AS NEEDED AS SITE IS BROUGHT TO GRADE. H ~ 9. STABILIZE SITE SLOPES AS SOON AS THEY ARE BROUGHT TO GRADE. ~ I~ INSTALL C350 VEGETATIVE MAT (AMERICAN GREEN) OR APPROVED EQUAL " ROUND ~ FROM PERMANENT POOL ELEVATION TO 1 STORM ELEVATION A o- ~ . N d' ~ CO - WETLANDS PERIMETER AS SHOWN. N 10. PLANT WETLANDS VEGETATION AS CALLED FOR ON APPROVED PLAN. M INSTALL CURB ACROSS I ~ FLUME OPENINGS r~ I 11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED c0 COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR. Z ^ I I N I ~ SURES AND SEED Q VEGETATI MAT 12. IF SITE IS APPROVED, REMOVE EROSION CONTROL MEA ~ I EL 308.0 PERMANENT OUT ANY BARE AREAS. .J WATER EL 0 ~ I 55 x16'x16' TREATED TIMB REATED TIMBER IR B X WITH OVERFLOW EL. 312.0 1 STORM EL) 13. REMOVE DIVERSION BERMS AND STREAM BYPASS TO ALLOW FLOW INTO ~ I ~ / ®EL. 318.0 AND 6 DISC AND 6" DISCH GE~6~IF OE AT EL. 311.0 WETLANDS. ' PO KET WETLANDS 7 - , - T T - T - T - T - T - T - T - 1 - T T N (EX. STREAM BED). 4 H- BED . 4 H-BE S EACH SI~6, 4 O.C. M""'I ~O ~ ~ / CLASS 'B' DISSIPATOR BE RECONDITIONING I 55 SSIPATOR BE N BOX AND E)~ISI'1NG '1,9 4 S.F. EL. 308.0 ~ n n ~ I N STREAM BED ~ LEGEND p I BUILDING N ~ I o ~ ~ / ~ ~ w CLASS ~ ' DISS AT 1 I"-~ I 15 ~ o I- y,. ~ I , PINE (P) DENOTES TREES TO BE REMOVED. ~ ~ti ae~~' ~ ~ ~ ~ , ALL OTHERS TO BE UTILIZED IN ~ ~ i ~ ~ o" ~ MAPLE (M) ~ ~ ~ r, ~ i i ; ~ POPLAR (PO) - - - - - - WETLANDS DELINEATION II I / s ~ ~ I ~ 3 ~ U;i ~~~~i~ q', O ~ ~ RISLR , ~ CEDAR (C) ~ ~ TOP ~ ,I~r~ p~ - iiLP ~ ~ i~ X312.0 ~ ~ 1 HARDWOOD HW `~~~uuwu,, N N ~ 311.00 ~ > ~ " ~ N ~w ~ I ! i i 1 ~ ~ Z - - J- - j i 3~ ~ 11 ~ l ~ i~ (1. 11' WEIR ~ EL. 312.00 ' j ~ ; ~ ~ 1ll FOREBAY ON FENCE 1MTH 1 STORM POOL ~ ; ~ ; ~ WITH 2" DISCHARGE ORIFlC A r` ' ~ ~ ' . T I TREE PROTECTI 1984 S.F. ~ +:>n EL ' REVIEW ENGINEER DISCLAIMER ~ a' ' EL. 308.00 ' ~ = - ~ ¢rn ~ = a• - - - - - - - - - - - - - - - - - ~ I ; ~ ~ ~ , ~ (PEE w Z U - (PERMANIEfitf1'OOt~. _ CLEAN OUT EXISTING EXECUTION OF THIS CONSTRUCTION PUT BY THE REVIEW ~ _ ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY , y ~ ~ _ SEDIMENT BASIN AND UMfiS THE RESPONSIBIIJTY OF THE OWNER AND ENGINEER ~ Q-~ ~ ~ ~ ~ _ ~ ,EL.= EMPLOY AS FOREBAY TO OF RECORD WITH REGARD TO COMPLWrCE WRH ALL ~ V m ~ ~ ~ ~ ~ I 13.00 \ ` f , , ~ ~ - _'~.31 .94 EL. 318.94. FED STATE, AND LOCAL STANDARDS AND/OR ~ ~ CONDRIONS. un~~`~~ _ . f"~-""~'-~--~_, ~ - ~ ~31 M- 9-~ ~ ~ ~ I ~ ~ ~ OWNER CERTIFlCATE ~ ~ ' ~ ~ _ iii OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH ~ 0 ~ I V T SILT FENCE AND TREE ~ w 318 = ~ - I ~ ~ - ~ . ;~;k ~ iii ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST _ ~ _ = ~ -1 3 TREE PROTECTION FE - _ ~ ~ - ~ CLASSY' .I ~ o ~ i ~ ~ TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE ~ ~ ~ ~ ~ i WITH TOWN STANDARDS AND/OR CONDmONS DESCRIBED IN ~ ~ m o_ ' _ - _ _ _ _ .~_p-8 M° 1 pISSAPATOR I ~B ~ --..a ~ ~ ~ THIS CONSTRUCTION PUT, INCLUDING RE-SUBMISSION OR ~ ~ ~ ~ ~ ~ ~ - ~ 24'x9'x N ISSIPATOR ~ ~ ~~o :~3 „3jB- H 4 M- r T n ~ ~ 6' ~ ~ i RE-EXECUTION OF THIS CONSTRUCTION PUT WITH THE ~ 8 ~ x7.5 ~ ~ i ~ APPROPRIATE CORRECTIONS AND/OR REVISIONS. i ~1 i ~ ~ ~ ~ ~ ~ ~ ~ O ~ :TLANDS ~ ~ i ~ , , ~ ( ~ . . ~ ~ OWER WETLANDS o ~ ~ ~ ~ ~ _ ~ ~ L ~ ~ N ~0 Ow ~ ~ ~h .:I I v T = 3 S.F E N ~ ~ S.A. 25,58 . HLL O MN / ~ ~ ~ L I - i3 S.F EL:~.16.0----------~ ~ ~ owNER DATE w N o ~ ~N - ~ '"Qo II Q = ~ D ~ II LANDS ~ , ~ ~ ~ ~ ~ u I v I 3 . ~ ~ i UPP WET - I ~ ~ ' rn >t~~ OZ O IOZ ~ n5 I ~ X ~ ~ r . =18 979 S.F EL. 320.0 x ~ ~ , ~ ~ ~ u S @ ~ , o i i ~a O i1~1 ° ~ I-~ jj ~ ~ 7~ ~ ~ A ~ ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION • ~--i A 0 ~ ~ II ~ ~--rrnw _ ~ ~ Z~~ ~ I - i i 8Y THE TOWN OF WAKE FOREST. Q ~ ~ - U o W ~ ~ _ I ~ ~ ~ x~~' ~ _ - i , Om ~ I 1~ Utilities Dote ~ x • • ~i Public Works and 0 E,, W ~ ~ ~ DOUBLE CU I Q ~ ~ ~ i ~ 00.Z ~ cn INLET (TYP. ~ ~ , -cn~~ 1i ~ ~ ~ , Dote ~ 0 0 i Engineering Department zxx 1 ~ Q.i ~ ~ ~ U ~ N ~ ~ ° ~ I aZF ~ wxww i Fre Prevention Date W ~ ,..I ~ ~ ~ ~ M ~ +i U W E-+ ~ _ _ _ _ i REPLACE EX. FES ~ Subdivision Administrator Date ~ ?a ~ WITH PROP. Z ~ I i W ~ W ~ W ~ I JUNCTION BOX U ~ ~ ~ l 1 0o a W r= INV IN= 324.3 ~ . - I ~"1 w O - \ - V/ QO z V OUT- 3 O x I ~Y/ ~ p ~ p ~ ~ > - ~ ~ W LAND DISTURBING ACTIVITY I ~ T ~ J M W ~ Q F i I x I PERMITTED UNDER WAKE In = W > F ~ ~ Q I COUNTY PERMIT #0003489 • ~ I ~ ~ e U z ~ i - W M ~ Q ~ I ~ W ~ ° _ _ ~ ~ ~ ao W w - - - T J ~ _ ~ j I ~ I 0 ~ ® I- ~ T , _ I N x x x x - ~ ! ~ , ~ I ~ i 0. W ~ ~ ~ i' W ~ x ES ~P STORM DRAINAGE DATA ROAD CROSSING I~ 3SSING IMPACTS ~ DRAIN AREA Q TOTAL Q RECEIVING ~ TRUCT " " 10o too rn _ THROAT INV. IN INV. OUT LENGTH PIPE SIZE PIPE SLOPE ACRES C (CFS) (CFS) STRUCT. NO. cn ~ a ACTUAL ZONE I BUFFER IMPACT FFER IMPACT 7,226 SF ( ) N0. 4 4 ACTUAL ZONE II BUFFER I~IPACI iFFER IMPACT - 1,382 SF 1 L 327.50 - 324.05 40 18" CPP 1.0~ 1.32 0.80 10.0 10.03 2L IMPACT - 10,000 SF - - - 4.20 2L ~ ACTUAL WETLANDS IMPACT - 1( ACTUAL STREAM IMPACT - 145 2R 330.00 324.35 324.25 70 18 CPP 1.0~ PACT - 145 Ll= " 0.27 10.30 3L d' 2L 326.44 323.65 323.50 40 18 CPP 1.0~ 0.03 0.95 ~ " 'I~d 325.97 323.10 322.82 28 24 CPP 1.Ox 1.80 0.85 11.53 21.83 4L 3L 326.10 322.54 322.34 23 36" CPP 1.0~ - - 3.0 24.83 5L 4L L - - 32210 - - - - - - 24.83 N. WETLANDS 5 DATE: 01/02/02 CULVERT - 315.00 314.09 96 30" RCP 0.95 - - - 24.83 S. WETLANDS DRAWN: JCJ GRAPHIC SCALE ,nos n tin n A~ Z dR 7 RR dR 40 0 20 40 00 lw 3R 325.97 JZL.UU ou is urr I.V/O V.u%j T~ I.ww SHIJI?'l: 60 4R 326.29 321.50 320.46 26 - 3.269 0.80 0.85 3.0 10.66 5AL 5AL - 322.00 320.38 50 48" RCP 3.269 - - - - S. WETLANDS ( Ui FEET ) 1 inch - 40 ik RELEASED FOR CONSTRUCTION _EC- 1 o 0 0 0 1. CLEAR DELINEATION: TREE SAVE AREA, BUFFERS Q M M N OR OTHER AREAS WHERE EXISTING VEGETATION IS TO BE O STESAS TD IS SHOWN ONLTHETAPPROVED UWDSCAPE PLAN. TREE PROTECTION AREA 6„ THE AREA MUST BE CLEARLY MARKED WITH SIGNAGE DESIGNATION IT A 'TREE PROTECTION AREA" AND MUST BE SURROUNDED BY DO NOT DISTURB 3"R ONE OR MORE OF THE FOLLOWING: VMtlIBE AS gRECIED BY M ENOYlFflf NO~FII NpE FABRIC CONTINUOUS FOUR (4) F00T ORANGE POLYETHYLENE 1yPICAL TREE PROTECTION TAPE STRIPING 2" 6~ aT fEN[E OEOR%I~E FIiBIUC ~ W LAMINAR SAFETY FENCING ~7n fig- V ~ CONTINUOUS ROPE FOUR (4) INCH WIDE HFAW MILL ~ FLAGGING ~ O.C. M~ ~ -UY 9LT fENtE OILY 'MIEN p1uNIiE NIEA b € RL 9APE N U YIN. 11-1/1 CA ODES NOT IXCFFD 1/! CIE ND NEVER W 3 ~ w~~h ~avs a oarrn+m~ho now " R i z o 3 ~w. io w _on av mr roa gnus m ec iwwm wuLL O 2. LAND DISTURBANCE: THERE SHOULD BE NO CLEARING, 2~-O" EXCAVATION, SOIL COMPACTION OR CHANGES OF THE EXISTING '1 m GRADE WRHIN THE DELINEATED TREE SAVE ARFAS. SHOULA > » THE REMOVAL OF UNDERBRUSH VEGETATION TAKE PLACE, EVERY STAN DAR D Z - O O I -0" ON SITE • ~ " " W auoc ~ w,v~an s~io~i~. b o~ sa~ 0 ~ ~ EFFORT SHOULD BE MADE TO MINIMIZE THE DISTURBANCE OF p ~ wa ~T CZ9 N fN U p~Ttll 6A91L ONECIFD 8~1' Tfll~lE~ • W W W } THE TSA BY HEAVY EQUIPMENT, SOIL COMPACTION, EfC. N.T.S. O K ~ Z 6" SIDE VIEW o 0 0 0 Z Z Z U 3"R. 3"R. 1/4"R. FRONT VIEW ~ ~ ~ Q •S ~~~a TYPICAL TREE PROTECTION METHODS 12^ 6„ t,.: a ;~7„ SILT FENCE NOTES: O ~ ~,i ,•i < z STANDAijD METAL 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP N POSTS 2 -0 IN GROUND TO ENSURE CONSTRUCTION ENTRANCE IS USED. GALVINIZED 2~-6° 2~-6 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT J W HARDWARD WIRE THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- Q ~ ~ ING OVER THE STONE THEN THE TIRES OF THE EXTENDS TO STANDARD 2'-6" IN R TOP OF BOX N RIGHT OF WAY VEHICLES MUST BE WASHED BEFORE ENTERING THE ~ ~ ~ N.T.S. PUBLIC ROAD. W 3.IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS Q o ~ N ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORIn 'C g TYPICAL CURB & GUT e q~ N.T.S. ~ WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY F U ~c GUTTER DETAILS RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL J Q O RESPONSIBILITY FORM. Q ~ a ~b 'o Z~ ,~O . STANDARD TEMPORARY SILT FENCE ~ ~ ~ ~ _~4~ o o _ N.r.s. O x F"' ~ 0 ~ o RIP RAP BASIN MAINTENANCE U H ~ O - - SHOULDERS. SIDE DITCHES. SLOPES LAX. 3:1) w INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS W M ~ DATE TYPE PLANTING RATE INSPE ORIGIN # 57 WASHED STONE PLACED TO A THAT I HEIGHT OF 12"-18" MIN. ABOVE AUG 15 - NOV 1 TALL FESCUE 300 LBS./ACRE ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT ~ ~ O THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. - F„i CONSTRUCTION WITH SEEDING. TOP OF BOX NOV 1 -MAR 1 TALL FESCUE 300 LBS./ACRE CONST & ABRUZZI RYE 25 LBS./ACRE CHECK CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A O STANDARD CATCH BASIN/YARD INLET PROTECTION PRR 15 -JUN 3o HULLL DE COMMON BERMUDAGRASS 25~ LBSS/AC EE MINIMU MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ~ U JUL 1 - AUG 15 TALL FESCUE AND 120 LBS./ACRE ABOVE ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. W BROWNTOP MILLET 35 LBS./ACRE STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TR,4P IMMEDIATELY AFTER - OR SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE STABILI ~ SLOPES (3:1 TO 2:1) CONST ~51i~ ~ DAT nPE PLANTING RATE CONSTRUCTION WITH SEEDING. ° o- , Q Qa Z V= MAR t -JUNE 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE 6 FT y 1~ V W~ . c.:...+:.; ~.:r. 1.3R ~y ~ ~Q': ~~;~~Y-7 srar~ i° °E~us[°~` ~ ts' °p r°TM °F MAR 1 -APR 15 ADD TALL FESCUE 120 LBS.~ACRE OGSlIN6 '=`'(91t(iE STONE pt RNIROM:.' PROP09ED SIPEET. 1800 W R/AtlIE a R ~i ~'~T ~=~^!+~n~=::T~~=;~'~;>'s MAR 1 -JUN 30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE 7 R. ry ~l IU% ~`'n g1EA7ER' €MAR 1 -JUN 30 OR ADD HULLED COMMON BERMUDAGR,4SS 25 LBS./ACRE lY Y I \1111\\1~~~`? "s:'~-'•~~~':'~ APR 15 -JUN 3~ HULLED COMMON BERMUDAGRASS 25 LBS./ACRE JUL 1 - AUG 15 TALL FESCUE A~fN 120 LBS./ACRE REVIEW ENGINE6t DISCWMpt FABItlC PLAN BROWNTOP MILLET 35 LBS./ACRE IXECUTION OF 1HI5 CONSTRUCTION PU7 BY 7HE REVIEW *~s OR SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE CRO55 SECTION ENGINEER FOR 7HE TOWN OF WAKE FOREST IN NO WAY LIYf15 1HE RESPONSIBILRY OF 7HE OWNER AND ENGINEER SEP t - MAR 1 SERICEA LESPEDEZA (UNHUILED-UNSCARIFIED) 70 LBS./ACRE ~OTES• OF RECORD WfIH REG4RD TO COMPLIANCE WITH ALL ~ ~~n~~ NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBS.//ACRE ~ US ' NO FEDERAL, STATE, AND LOCAL STANDARDS AND/OR E1Y511NG ROMWAY 1. USE FOR DRAINAGE AREAS car+omoru. NOT EXCEEDING 5 (FIVE) ACRES. .r,.....,.,;.. ,ryr,. • 2. EA ` ' ` ' ` ` CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL 2. EARTH BERM SHALL BE STABILIZED wJ SEEDING OWNER CERTIFlGTE ~ INFORMATION CONECRNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. AC ~ THE ABOVE VEGETATION R,4TES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; 3. US OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ACCORDING TO TRIANGLE SPECIFICATIONS. owN~a Homer c~rriFles u+o news ro race sucH ~ ~ ~ a $ ACTION !5 IMY BE REQUIRED BY 7HE TOWN OF WAKE FOREST 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE 7 WRH TOWN STANDARDS AND/OR CONDIIIOHS DESCRIBm IN ~ y a ~ o 1HI5 CONSRtUC~ION PIA7, INCLUDING RE-SUBMISSION OR LV y CROSS SECTION TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT RE-EXECUTION OF THIS CONSfRUCT10N PUT WRH THE • ~ O oho VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE iop ginplE~r APPROPRWTE CORREC710NS AND/OR REVISIONS. U O ~ ~ m° \ m \ a V ~ o0 CONSTRUCTION ENTRANCE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. ~ N.T.S. ~w mEm„an ~ a ~ a t.5 to rf Yw OWNER DATE ~ ~ O O ~ 230PE WUf ~ ~ z x~( SEEDBED PREPARATION Y~II FlIL Q W Q R1FR /:1 9R SAPE W ~ ,W..,J LT•~ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE r~aac ~ m~au~ro~ ~ U Wa F SOIL CONDITIONS, IF AVAILABLE. uw g 2.) RIP THE ENTIRE AREA TO 6" DEPTH. rW ruu ~ ~ a 3.) REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS 0°`ACFD GRAVEL & RIP RAP BASIN/OUTLET ~ LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. N.T.S. eTMr~e TOWN OF WAKE FARE ~D FOR CONSTRUCTION 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND STEEP WT OR FILL SLOPE _ m . MIX WITH SOIL (SEE BELOW). Public World and Utilities Dote 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONBLY UNIFORM 2:1 SLOPE (MAX) SEEDBED IS PREPARED 4' TO 6" DEEP. - n~ p~+ q*~ T~ NOTES: Engfnsering DePurtmeM DoG 6. SEED EVENLY ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH CROSS SECTION ~,,,,,Y~ G wn mosw cannon ~ GRADING CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. M THE METHODS OF SEEDING MAY BE VARIED AT THE DISCRETION OF THE D CONTRACTOR ON HIS OWN RESPONSIBILITY TO ESTABLISH A SMOOTH UPSLOPE TOE POSIDVE GRADE 1.OS MA%. i IN UNIFORM TURF, COMPOSED OF THE SPECIFIED GRASS. ' GR 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. soE s~oaES ~ PI 8. INSPECT ALL SEEDED AEAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS z : i (wax.) LI WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER MEASURES NECESSARY TO INSURE THAT ALL EROSION CONTROL Fn Prevant~on Dote ,~~5 DEVICES ARE MAINTAINED AND PLACED TO AVOID ANY SILT GOING ~P' INTO THE STREAM AND~OR NEUSE RIVER RIPARIAN BUFFER. subdiviaia~ ~dmintatroto~ onto pV ` GRADING CONTR,4CTOR SHALL BE RESPONSIBLE FOR LOCATING S&EC a a = PINK FLAG DATED NOV. 19, 1999 THAT LOCATES THE NORTHERN BUFFER ~ 4 LIMITS AND SHALL STAY A MINIMUM OF 55'-0" FROM THIS POINT. d'~,~ I d GRADING CONTRACTOR SHALL STAY OUT OF THE NUESE RIVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND ~ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ G SEEDING RATES. ~ ~ ~ ~ RI 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT STEEP CUT OR FlLL SLOPE RIPARIAN BUFFER LIMITS AS SHOWN ON DRAWING. LAND DISTURBING ACTIVITY PERMITTED UNDER WAKE DATE: ll/19/01 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. COUNTY PERMIT X0003489 DRAWN: JCJ JtiCC 1: *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) PLAN VIEW FERTILIZER - 1,000 LBS./ACRE - 10-10-10 SUPERPHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS DIVERSION DITCH MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW N.T.S. RELEASED FOR CONSTRUCTION EC-2 ANCHOR -ASPHALT EMULSION 0 300 GALS./ACRE w H o 0 0 0 M M 01 A ~ r ~ r O F~- W ~ Z p C w 1 STORM POOL WEIR ELEVATION AS CALLED FOR ON RISER DETAIL AND WEIR DETAILS o ~ U ~ O 1"x6" rIIY~ a U SHF~ LANDLOK 435 BY z ~ o ~R ACF OR APPROVED o 3 24' q~ ~ v°N M f 24 ®3• EQUAL ~ CAULK ALL JOINTS S ~ I I z ~Op ~ w (TYP.) f ~ ~ ~ M PERMANENT POOL o o ~ v K ~ to U • 4x4 ~ to 5 5 W N ao PLACE 2 O.C. w w w ~ ~ (MAX.) ° ~ ~ Z ~ ORIGINAL GRADE ~ N N ° PLANT LIST FOR CONSTRUCTED PORTION OF WETLANDS o o ° ° ° o Z Z Z U s. ~ J Q J W • H F- H Y Q ~~~3 SCIENTIFIC NAME COMMON NAME SIZE COUNT o SAGITTARIA LATIFOLIA DUCK POTATO. ARROWHEAD TUBER - 2'-0" O.C. 200 i ~ N M ~t N a Z HIBISCUS MOSCHEUTOS ROSE MALLOW, MARSH HIBISCUS 1 QUART - 4'-6' O.C. 100 a a r ~ CONCRETE IN d PLACE CONCRETE BASE ° 24' OR 60' . ~ F-~ ~ N as VI J I- W H ~ C71 O ~ ~ 1 NOT TO SCALE PLANT COUNT NOT TO SCALE CMP RISER DETAIL NOT TO SCALE WETLANDS 3 WEIR DETAIL ~~~~UUnu~~i ~ ~4 ~ P d', ~ ~ ~i 4- ; rn U W 'a' ? U = (n ~ C9 ~ ~ Q': 150 mm (6 in) ~t~~~~~~ ui 312.50 TRASH RACK WITH ANTI-VORTEX DEVICE ' (12 n) ~ I ~ ~ ~ I~-III- . oasnr+c aw =III=I i I-III-~' ,wCHORS cov~c SLOB wm~ mw ur+DLOK sas er II -III=111=III=III=111- ~cF ~av~o Evuw) r~a~ roe of s~ove ~g~'::;;;;::;:::::::'. =III=III=III=III=III-III= ro a. sis.oo ~ w w ~ w I_I 11=1 I I-I 11=1 I I-I 11=1 11=1 11=J 1=1 'S ' ~ n O m ~ i III I I1=1I i I I t 1=1I I III III-1 ~ III .III=III III-III III 1-1-L III 11-III III III-I~~-II u~DLOK (OR EQUAL) 1 IN H RM ~ N ~ • • • 312.000 C STO • • • WEIR EL 312.00 • • • • WEIR TOP EL. 318.00 ~ ~ ~ ~ ~ ~ i ~ ~ 318.OOp WEIR ~ ~ ~ O COVER SLOPE WITH TRM (LANDLOK 435 ^ a ~ ' I I-III-11=1 I 1=1 I,_ ~ O BY ACF OR APPROVED EQUAL) BETWEE • A O oo ~ PERMANENT POOL ELEVATION AND 1 ~ =1 I I-1 I I-1 11=1 1= - . i I- - _ - 100 mm . . ' STORM ELEVATION • ~ V 4. .:.:....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.BERM.'.'.'.'.'.'.'. U r, o0 -1I1=1II_I~_I ~I iI III 'li 111=III-III =_I-III=III- (a to) `:a:.ow~:;;:;;: 2 ~ 0~ I_1=1I I-1 I I~1-I I I_I I I_LI I-_ - PERMANENT G~ POOL ELEVATION ~ " i I1=1LI=1I 1-1=1I I-1I I-1I1=1I I-1I I-_ ~ 308.00 0 i 1=1 I I-1 11=I~=1 I I-1 11=1 11=L1=1 11=1 - = 100 mm I- - -III-III-III-III- I I-I =i=-= ..III III _ L _ i - - - - - = I_III_I - w -I I-III-III I i - mASH scREer+ T a in 1 FT . A , G~ - - I I I-I ~ FACe av we _ I_ I I_I I I_I II I I - " .III w x w w ti =1 I1=L=~ I I-1I 1=1I1=1I I-1 I I_I I_I i -1~-1 I I-1 11=1 11=1=1 I I-1 11=1 11=. 2 INCH ORIFlCE ~ • FOR DRAWDOWN W '-III-1I I=1I1=Ll=l I I-1I1=i I I=LI- OF 1 INCH STORM O~ ' I_I I I-1(I-1 I I-1 11=1 I I-1 I I-1 I I-1 "~1-III=III=III-III-III=III=L. a. s~ ^ I ~ ~ ~=III1=~ ~ ~ ~ BED 311.73 TlE TO EXISTING ~ GRADE tt EX. STREAM BED 305.00 '~"1 ~i-~~~=1J1111~~~111~~~ii~~~- ci E 6' OPoiICE AT CLASS 'B' MATE(NAL ELEV. 311.00 TO ACT AS ENERGY EMERGENCY DRAIN DISSIPATOR FOR WEIR EXTEND 6" PVC PIPE OOfRROW 15' OR TO DAYLIGHT SEE CMP RISER DETAIL THIS SHEET R ~5 REVIEW ENGINEER DISCLAIME 'H' BEAA15 TO MINIMUM DEPTH I ~P OF 8' BELOW E7gSTNG (YtADE EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION V ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY BY THE TOWN OF WAKE FOREST. ~ LIMITS THE RESPONSIBILftY OF THE OWNER AND ENGINEER ~ Q F R CORD WITH REGARD TO COMPLIIWCE WTTH ALL ~ 0 E Q FEDERAL, STATE, AND LOCAL STANDARDS AND/OR p blic Works and Utilities Dote 4 CONDmONS. u o`b OWNER CERTIFlCATE Engineering Deportment Date ~1d OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST Fire Prevention Date TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE WITH TOWN STANDARDS AND/OR CONDRIONS DESCRIBED IN DATA: 11/19/01 THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR Subdivision Administrator Date RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS. DRAWN: JC] I ArJn nICTIIQRIUr. ArTl~ln UNDER WAKE SHEET: PERMITTED %.f OWNER °"M COUNTY PERMIT #0003489 RELEASED FOR CONSTRUCTION DT- 1 LL 5 NOT TO SCALE TURF REINFORCEMENT MAT INSTALLATION 6 NOT TO SCALEF SECTION - IN STREAM WEIR 7 NOT TO SCALE SECTION -RISER 3 O o 0 0 r M ~ ~ INFORMATION FROM FROM MURPHY HOBSON SACKS, RALEIGH, INC. TOPOGRAPHIC AND BOUNDARY -i A ~ r r f ~ r r r 32.00 332.0 90 ~ Oz 2b ROLL - o ~ 100 ~ P~ ~ ~ ~ F R AC ~ ~ 4• - _ - - m ~ H - S NITARY SE ER z 4.13 i J ~ - - w~ ~ z~ x ~ , E SEME ~ W 33 . 0 ~ - j - - - ~c ~ _ ~ 6.2 E OW P INT E EV 32 T _ SITE _ OW P INT S A = +05.1 o ~ ~ _ - (A U PVI STA 1+7 .94 ~ d o z PVI ELEV = 32 .75 - - 03 ~ U O _ - R N ~ A.D. 4.59 - ~ , ~ I I z ^ K = 4.40 - - - ~ w - v7 rn ~ - _ cn - z \ zoo ~H zo_o ~ o~ N , ~ ~ _ ' _ (9 f~ fA U o ~ MHt ~ rn55} S -y www~ Y MAP N N _ - CINIT VI . n 0 ;Cl-P MH3 ~ ~ ~ ~ ~ Z _ ~ o _ W c~ po ~ - W ~ cn rn o n W W W ~ W W o 0 0 0 Z Z Z U (NTS) - Q co > - ~ - - - - - - - - J J J w 340 ~ cn - _ to - - ~ 3 ~~~Y _ 33 Q 3 ~~~3 28 ~ 3 EX PA DENT W s a J ~ _ TO ` ~ E ~ _ Q ~ N~ ~ ~ 26 - - 3 o C~ i~ ~ ' N ~ ' N OD ~ N pj N N \ W W - r: N M ~ 32o i _ z ~O X N ~ U M Z U M ~ < < ~ . ~ ~ ~ . ~W = N Z N W QZ a Q aZ o W ~ ' ~ . o ~ 3 _ _ ~ ti ~ ~ - X I- - X - (n ? J ? (n ? W ~ \ \ ~ H ~ s W - ~ ~ x ~ H ~ 330 ~ o ti ~ ~ J' ~ X ~ p.~ N - - - .129 - - ~ ~ ~ ~ ~Z ~ - in U ~ " I E EX. 8 W TERL cn S o~ -I ~ - --I X ~ ti -I O E..~ ~ ~ rn ~C0 ~ coy _ o Z ~ p.~ ~ ~ ~ ~ 61,1_ CQ . 4" ~P ~~2-CO - o ~ ~ O s~ / ~ O ~ s o ~ z Z " ~ C GA O O O ME -I ~ r ~ ~ -I ti m - m ~ ~ C!1 320 INVERTS PER EXISII G GR DE ? ? ? - BING PLANS . fTl ~ ~ D ~ v1 • ~ ~ z - ~ ~ F..~ `0 ~ ~ 30" ~ - RCP i 0 0 O~ O M z - z - ~S ~ (n ~ 0~ ~ ~ r ~ O - -i m ~w V ~ ~ ~ . - m D z C H F Z ~ z p 5 ~ O ml - EX, g G ~ I A C~ ~ ~ ~2 ~ , Z ~i 310 1 ~ 1 ,,,`UIIIIIII1~ .p 3 I , ~ , V ,4 o ~ ~ o W 1 ~ a~ z ~ = ~ - ~ ~ ~ - ~ ~ ~ s ~1 ~ GRAPHIC SCALE ~1~,,~~' 15 15 30 ~ U~~~I~N,`` 2+00 3+00 4+00 5+00 0+00 1+00 - SCALE 15" R HORZ. - 1' = 30~ GRAPHIC SCALE 30" R 25 5 50 1 e _ _ p~SCALE • CC~^ 1..•.... e VERT. ~ a 5' i,• ~ . . ^ ~ O c+1 O~ ROAD CROSSING IMPACTS N ~ 1'-6" 6" REVIEW ENGINEER DISCLAIMER N O ROAD CROSSING " - _ 2 -o R IMPACT - 7 226 SF TI N PLAT BY THE REVIEW ~ o ACTUAL ZONE I BUFFE EXECUTION OF THIS CONSTRUC 0 ,+,J - 1382 SF ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY ~ ~ O ACTUAL ZONE II BUFFER IMPACT ROADWAY DESIGN TO BE VERIFIED BY GEOTECHNICAL ENGINEER. - 10 000 SF LIMITS THE RESPONSIBILITY Of THE OWNER AND ENGINEER ~ ,..a ~ O ACTUAL WETLANDS IMPACT OF RECORD WITH REGARD TO COMPLIANCE WITH ALL . A O ap ~ ACTUAL STREAM IMPACT - 145 LF FEDERAL, STATE, AND LOCAL STANDARDS AND/OR Q V N.T.S. CONDTfIONS. Q ~ 00 Ix~~„ OWNER CERTIFICATE P~ • • r•, Q ~ OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH Q a+ v THE TOWN Of WAKE FOREST ~ Q Q ACTION AS MAY BE REQUIRED BY 335 TO CORRECT ANY ERRORS, OMISSIONS OR NONCOMPLIANCE z x A „a - _ CI 3L CI 3R - WITH TOWN STANDARDS AND/OR CONDfTIONS DESCRIBED IN W x W w THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR ~ - - TOP RATE 325.7 ROD T P GR TE= 26.00 0 RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE - - APPROPRUITE CORRECTK)NS AND/OR REVISIONS. U W o~ 8 330 - Q b~ I OWNER DATE m - > - - 0 . p•+ z - - - 1. ALL f 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF WAKE FOREST, 325 8" A STAP E STANDARDS, SPECIFICATIONS AND DETAILS. THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST. 3 _ " - 2. CONT 2. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS. 22.0 1 CPP - - FUTU E 1" STORK POOL - as INV O T 3. ALL I 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. Public Works and Utilities Dote N - ES FUTU E PE MANE T PO L 4. ANY T WN OF WAKE FOREST ZONING ~ 4. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE 0 nt Data \Q' a " AND . - FUTU E 1 TORfuI PO NTS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR ADJUSTMENTS. Engineering Departure V AND SETBACK REQUIREME O z - - - 0 5. T R SHALL VERIFY Date ~ 5. LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRAC 0 Fire Prevention ~ Q - - - FUTU E PE ANE T PO TH THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME. Q a - - ~ _ S~ - P ®1 03X 6. CON - - 315 - FOR TI MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES Subdivision Administrator Date ~ 6. CONTRACTOR SHALL AT ALL MES FOR PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. ~ Z - ~~d H ADWA L IN IN= 15.00 7. CALL 7. CALL NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 BEFORE DIGGING. o _ -EX~ TIN - " 8. ALL o = 8. ALL CURB ACCESS HANDICAP) RAMPS TO MEET MINIMUM STDS. FOR A.D.A. CURB RAMPS. ( DATE: 11/19/01 - _ LI E a 310 9. ALL 9. ALL INTERIOR SITE CURB SHALL BE 2'-0" (SEE DETAIL). = 0 10 20 30 40 50 60 70 DRAWN: JCJ 70 60 50 40 30 20 10 80 w LAND DISTURBING ACTIVITY T . + N PERMITTED UNDER WAKE SHEET: rni IIJTV a~RUIT ~nnn~dR9 z GRAPHIC SCALE 10 10 20 40 f a J SECTION AmA H SCALE RELEASED FOR CONSTRUCTION PP-1 CL C) HORZ. - 1' =10' VERT. - 1' - 5' m 0 L