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STORLt ORAINA(~ SON TA9LE _ _ GENERAL CONSTRUCTTgN NgTES:
SEC110N A A P ASS 0 Tc~ ROi US DS V I D r 'd uae n- ~ t. ALL CONSTRUCTION SHALL CONFORM TO Ail. CURRENT CITY DF RALEIGH, TOWN qF T b t td AR AREA mR7 SU TOTAL IN4 iNV X H RULESUcLLE, WAKE CUUNTY AND NCUg7 STANDARD DETAILS AND SPECiFlCA170N5. 2, THE TOPOGRAPHY AND Bql}HOARY SHOWN HERE ON WAS PRUVIDEU BY RICE AND
0. .22 . 4 D. 1 f3.7 1.;72 1.72 137 7 ,75 $ 365.00 0. 3.86 7,2 10.25 15 0.0125 RCP ASSOCIATES. AIKEN AND YELLS ASSOCIATES, PA ASSUMES NU RESPgNS181LITY EUR ACCURACY
17 ~ .IX1 45 1 1. 73, ~7 394 t5 Qt I ~ BOUNDARY, TOPUGRAPHY AND PHYSICALLY LOCATED FEATLIRE5• 3. ANY DISTURBANCE OF° MURE TMAN i2,UU0 SF REQUIRES TPiE. ISSUANCE qF A GRADING ~~,d ~ if ` ~ 3~J ~„Y ~ ~ f' ~ _ ~ ~ i? 3(7~AC, (fir F~/f 7 * ~'ti fr ' ~ / , ' . _.:,1~~ ~ ~ L...i~~ .,~'y
48 R.28 1, 0.t 0.12 0. 066 1 , 0.87 1 7 . 370.7 7000 4. 2 3.92 7. 10. 15 O.Of25 PERMIT BY THE WAKE COUNTY INSPECTIONS DEPARTMENT. HW' H 11 4811 1 1 . 7 13.7 75 7 7, 72 49 1 ' x 8' GON Alt 4. ANY RgADWAY GROSSING OR ENCROACHMENT INTQ THE NL:USE RIVER RIPARIAN ETUFFER - r ~
WILL REQUIRE PERMITTING BY NC DWQ. r~ .S~t`' 1 31 O.f7 0,14 0. 65 5 f. 1 5 3tW, .87 7 .6 1 0.01 5 RCP 5. ANY DISTURBANCE OF MORE THAN U.1U AC OF WETLANDS WILL REQUIRE ISSUANCE OF A < :s' ' ; ~ r 1 f Y { ~ - V7
.79 1.10 0. 0.40 .6 5 3S1 4. 44 ,75 4 : 7 7.2 1 . 15 .Ot 5 RCP NA7}ON W1gE 39 PERMIT' 8Y THE US ARMY CORP. qF ENGINEERS. 6. A COMPLETE CgURDINATE LISTING AND AUTGGAD RELEASE 14 DRAW9NG FiLE ARE AVAILABLE ? / ~ R~' ~i ~0.. ~ 0.451 A~;. + Cs
1 1 1 1 1. 1' 1 4 7 15 .1 R UPON REQUEST FROM THIS FIRM, 3 91 i. 0.40 .51 0 0. 3, 5.49 44 38023 00 0. 3, 7.22 15.70 15 01 7. THE CONTRACTOR S69ALL LEGATE ALL UTiL111ES PRIOR TO COMMENCEMENT OF GRADING ! s,;' 1
f 5 4, D. 15 1 1 5 R~' ACT14411ES. CONTACT UI.OCq AT 1 ~Bq0--632-4944 FqR FIELD LOCATION qF UNDERGRgUND i y- ~wc€ ~ ( 1 ~ ~ N, iR , u ~ soe ~ Jr. t;.3gp AC ~ l y ~ I ~ ~ ~ ~ ~f ~ ~ ~ P
C6 9 0: 58 .O7 028 R 0.44 5 1. 01 1 4,08 64 514 7. ..7 15 0,0125 UTfL1T1ES. 8, CONTRACTOR SMALL BE RESflONSlBLE FUR F'tE[A VERIFlCAT1GIJ OF ALL EXISTING UTILIT1ES. t; ~ ,,r'r'„," i d ~ ~ t r' 6 ~~d 1 ~c i
1 O.fB 0.78 .0 .t0 0. 0. 7 5 4.72 2,13 35 392,7 7 3 7 1 .17 95 0.0125 RCP IF DISCREPANCIES ARE FDIiND CONTRACTOR SMALL NOTIFY ENGINEER IMMEDIATEkY. t' „r-.' 2 0, 1 i, 7 0 5 1. 4. .1 27 4 . 7 7. 11, 4 15 0.12Q_,_5 RSS' g, ALL GUTTER SHOWN W1T141N RIGHT_.~-WAY SHALL 8E STANDARD 3U° CURB ANp BUTTER. C,=';. ~ • ~ ~ ~ ~ _ ' , y, r '"'"sue _ . f ~ ~ t~Q~~~.~ ~ ~
0, 9. 0, ,7 5 0.44 4,99 ib 2 4 &95 7 11,14 15 4.0125 R(3' REFER TQ SECTiUN DETAILS ON 'SHEET 2. t;,y, f c/' SI4It 4 . 7 1.41 020 0.06 00 0,80 5 1. 1 7 375,16 5,52 1 .$4 1 ,16 15 0.01 RCP tU. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS. [ ~1a$,i F _ ~ x ~ 'mar V ! ~ Q6 _ ! ~i3~ ~ ; ~ , ~,r f, ' t+.~sf lee. I 1~ ~ 47 ~ W E
H 4 1,41 000 40 480 O.tNY 6, 2 1 317,E OB 375, 0,~ 3 7 7, 16,87 15 0.01 5 11. ALL PAVEMENT ON SITE SHA[1 BE IN ACCORDANCE Nt'TH S 11 N TAI N T r--^--~='~°~'" " EC q DE LSO SHEE 2. ~ ~ ,
.f4 0.47 0.40 .73 1,1 1,10 3rr ,45 ,65 3.71 10,54 Z2 .95 15 4Di25 RCP 12. THE SLOPE ~ HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4° PER FOOT. THE' ` ,,.~~,r' FT4 ~ LATERAL SLOPE Of SIDEWALK SHALL NOT EXCEED ZYa r
0.1 039 14 04 ,00 0 L .1 7 4 3. 7 1 11.1 15 13. UNLESS OTHERWISE NgTED ALL PROPOSED SPOT ELEVATIONS ARE TUP qF" ASPHALT OR .03 .42 0. .W 0, 5 4,D7 19 4,50 ,t8 16 15. 7. 6.65 1 ,012 RCP e ,r` 91 FINISHED SURFACE, r w..,._.~:.~-~~.a,~'.'"°"-...' ~..-m„~ _ ~ ~ ~ i ~a. 1 / n W w
,76 0, 0,1 6 1. 4 1 .33 7 4 7 141 1 14. ALL SANITARY SEWETt SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF~ ~iH OLIO 0.76 0. 0.00 0. .76 0. 4.09 14 3 4. 3 35 37 30 4.50 3,86 7 2 14.1. 15 .Oi MANHOLE TD CENTER qF MANHOLE. ` ~ w ~ ~ ' r' ~ ~ I 1 f 0 f' b . ~ ~ y~~ , , . ` ,
15, CONSTRUCT ALL SANITARY SEWER MANMgLES FLUSH TO i1NAL PAVEMENT GRADES 062 AS s$~, , ~ 41 .5 .94 7. 4 1 01 _ A AR ` F,r'' . I ~~~f ~ ~ ~ _ i ~1 (c~ I J~! I r 5~ ~ r ~ ~ r/ fem. ~ ~
SHOWN IN NON P VED LAS. 0,19 0.$i 0, 0.1 ,44 0, 1, 5 1 1 38 67 8.9 7 2 8,22 15 0.412 I 16. SEWER LATERALS Tq BE PLACED AT A MINIMUMSLCPE flF iX ON 4" INS AN 5' N ~ a ~ ~ T ~ 3d& ,1~ r 1~ ~ I~~ < 4tr Mai p F
lA 0. 4 0,84 0. 0.18 0. 0.45 10,6 0,4 1.47 7 384,40 392.72 38259 4.50 3.97 7.22 9.65 15 4.tH25 RCP I L S D 0.5 F D ~ A 0,28 1,12 ,1 01 080 f0 0. 1 57 ,44 49 . 8 7, 11.7 15 4Q1 6" LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND AT BEND PLANTS. ALL ,F' ,r' F~ CLEANOUTS IN PAVED AREAS SHALL BE APPRQVED LOAD BEARING TYPE. ~ . ,r' ~ % ~ ~m is E 0345 4^.I t ~G,34`r a~ f`, ~ ~ ~ ~ze ~ 4~ ~ ~rwb~ M ~ I -i~N ~ ~ ~ ~ 0.,348 A";.i I ~ ~ ' I, f n - ~f t.,,c,..,. ,~„'~1" ~C~ 0'~ Of \,'`r
StiIH .0.22 0,22 0,22 0.00 O.AO 0,95 5 i,~ 1.50 121 7. 98 7315 6.1 15.81 7. 5.76 15 0.0125 R(T' 1'T. WATER MAINS SHALL HAVE A MINIMUM 3° OF COVER. ~ I r ~ ~ P ~ l f ~ ' i5r~ i . ; ~ fin"'` ~ 4 / ji 4\ ~A4. _ _ ~ \ . t ~fl! ~ J ~ ' ~ ,L- R 5 NN ~ ~ y~l Il 1 4~ `4 r` : ~y ~ A ~ \ O;Sa5 AC. i,
1 4 Q 0, 0. 0 5 1. 8 37 373 4. 7. 1 18. CONSTRUCT ALL FIRE HYDRANTS WiTH BASF. FLANGE SIX INCHES ABOVE FINAL GRADE.. t 19, THE CONTRACTOR !S RE:SPQNSiBLE F'OR INSURING POSITIVE URAINAGE Tq AI.L STORM r t , . 1 ~ ~ N~Y qtr-G!S'? t' ~ A i ~ J / ~ ~ ? _ T , ~ ~ k/ 1,41
0,1 0,1 .i 0.07 0.71 1 4: 0,44 27 .33 .50 3,8 1.2 6.14 15 4. 25 RCP STRUCTURES. % 0.4 0,21 0,28 0~ 0.58 16.2 0.93 1.31 211 384,90 3,10 369,55 5.~ 1 23 7. 610 15 0.4125 RCR 2U. ALL STORM WATER C(M1TT201. MEASURES AND BMP MEASURES SHOWN HEREON .SHALL BE ~ : 1 i~,.~ l t rw S$t r4 p ~~1~1~91'J F'{r 2a d ~ 1 " J, !fj', l1'd V ~ ~ 1 ~ ~ ! ~ ~gN'^,,. ~'Kh`"° c 4~.,.t"~n_ i ~ 0.3+1,5A~%:{ ~ I0'~4.5 A''..~~ 1 f~ ~7/ ~i~ r^'_-y "~kr LP^T"IJ a T"
Dl A L 2,30 ,67 0 0 18 3. ,DO 12, 1 7. 7,2 1 1 5 R N TR T N A AN WI N N Y F A COS UC ED I GCgRD CE TH NCOE R A D CIT 0 R ,LEIGH STANDARD SPECIFICATION r' i, 1,01 0.~ 0,47 18. .4 139 3,95 9. 7,10 T.69 7.12 1, 12 15 0. 1 5 AND DETAILS. " ~.~~.~1 ~ .rte' r : 0~ ~ ~ ~ A dg / r \ f ~ ~ ~ / ~ ~'dYf ~ ~ ~ fop 9~ h ~
r 4 31 0. 1 1.45 ,94 1 1 7 16. 1, 4 1 21. SEED ALL AREAS DIS~IURBED BY CONSTRUCTION, AND Nq'T INDICATED TO B£ PAVED ~ r"` .,,~L~-"""`. - `v , - , / , _ ,r~, t ti. _ ~ r a ~ ti. ~ ~G ~ ~ ~ f ~ ~ . ~ r' ~ t , ~ ~ ~
PLANTED, UPON CgMPLETlgN OF GRADING ACTIVITIES. USE REBEL. 3 FESCUE IN AGCORgANGE F,{ H 4 0. 1 , 1 L 1 11. 1 ybTy SEEDING SCHEDULE ON DETAIL SHEETS. / i 4 S . S ~j C / ~ h i ~ ~ ~
9 14 0.2 1 1. 4 7 .77 7 91 10.$2 7.. 8, 15 0012 R(3' 22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W "MTHiN 1UU' qF ALL INTERSECT10N5. ~ "i ~0 4 0,16 008 A, 0 1. 114 7 7 7 467 if 8.10 1 41 RCP 23. THE Q1U0 BACKWATER ELEVATION FOR ALL CULWERTS DRAIN?NG 4 OR MORE ACRES DgES ~ ~ • _ ~ f i ~ 1 r p ti.
~ H 1 0, 1,00 ,i 0.17 i.6 4, 17 3 7.1T 4. .60 7 8.49 15 0. 1 ACF NOT OVERTOP THE ROADWAY. ~ r^ / ~ 4 ~ f 1 Q. O.tb 0 4.00 t4 .00 . 7 7. 8 14. 15 OA RCF 24. CONTRACTOR SHALL. MARK THE LIMITS qF THE NUESE RIPARIAN BUFFER W1TT1 ORANGE TREE ~ ~ ~ r~, x ,,F s .w ~ r~.~.~r~. wcrs ~ v~ ~
PROTEIlON FENCE lF THERE IS ANY GONSTRCURON W9TNlN 5(1 FEET O 'TFiE EDGE qF THE /f' , CS 0,64 0. 0, 0.37 0.40 0,57 5 2 8 35 21 376,3A 57612 R51 ;f.9 7~2 19.92 t5 0.0125 RCP BUFFER, / ~ r ~ ~ ~ ~ ! _ ~ ~ pt ,
0, 4 0.8$ O.f4 0.1a 0: D.89 5 1,20 N2 39215 376.02 375. 0.51 5.89 7.22 13.71 15 0.4125 ~ 2g. THERE ARE Nn PRgTECTED TRESS oN THIS SiTE. _
0. 0.91 . i 0.8 5 4,1 1 1, 38G, tf. 19,4 7. 2 7.8 f5 0,4125 RGP ° r 7 0. 1. ,11 Da 0 .7 1.41 .40 17 99 4 .1 1 194 7. f5 ,412 RCP
~IH 0. 1.20 0, 0.00 0.67 5 0.00 5.40 14 347 ~ 345.47 34 00 Q50 3.87 7 1 ,72 15 0. 25 RCP w. ,F ' ~ ~ '°r ~ ~ ~ ~ f„ ~ ~ ~
0. .32 D. . 1 5 1. 36 . 7,f 451 7 1 .4 15 ,0125 RCP i 1 0. 0 .1 0. 0.00 d 5 4.91 3.89 1 7 71 7.07 358D .44 15, 7 8.19 f5 0.01 ~ ~f , ' y~
1A 2 0 5 1 11 1 O1 Rte 1 1 1 0,0 0 0.45 881 82 3,7 1.9 39&13 12 194 7.2 9,45 15 0,015 RCP i ~ ' n• ' f ; "~+..C " ~ ~ it ,
- H 5 0, 6 10 .$7 7. 17,1 1 5 ~
0. ~ 3 0. 0.17 47 5 O.BO ~5 1 3#,"t.40 144, 0. 1 3. 2 1 7, 3 .0 Q, 2_ Rt2' ' ~ ~ W G4
5~U1 4 0.2$ 0. ,14 0.t4 400 .6 1.2 2.08 8b ,351.20 342 335.18 11.92 98.88 7. 6.07 15 O.Of RCP r' i , , ~ 0.5 0.00 ,6 5 0. 2 15 .ft8 335.Q0 4.50 7 1, 1f,(b 15 0. 25 RCP , r~; ~ ~
_...,wr SYH 7 0. 1 O.1,Y~ 0.1 0 O~fj~7 0. 5 1. 1. 16 7.60 71.14 35416 1 .48 97 7. 4.79 t5 .4f 25 RCF r ~ ' s ; e~~ ~ ~ ~ f ~ 1
,00 0,00 4. 0.10 0,44 1.04 13 20 354.06 354.00 0.50 87 7.22 8.47 15 0.012 RCP ' ! ~ / ^ _ ' SIdH 7 O.E>b 0. r., _ ~ r ' ' ~ ~ ~ r " . ~ . ~ .R , ~ ~ r , y ry i ~ X ~ ~ ~ ~ 7 ~ 11 ~u j
4 0.55 0.18 0,39 0.~1 .4 t. 1.98 21 .1 .5 3.94 7. 1.87 15 .Q1 RCP . ; ~ .r r ~,.P ~ ~ - F UB 0 C8 0.32 0.87 0.17 4.15 0.00 0.84 5 1.47 3.43 146 389.60 385.11 4.~1 0.56 4.~ 7. 13.rm 16 0125 RCP / , ~ r r _ - - ~"6° ~~:2''" . diw _.r I° i ~ ,
1 1 0,19 0.19 0.14 0. .45 5 0; 0.60 27 389,75 3$5.50 37 0. 7 7, 6.91 15 0.01 5 RCP / " ; ,r _ . ~ - _ - \ . w. . 1 54tH ,11 117 0,03 0, 00 .46 5 0 7 440 58 9,75 L50 4.62 91.75 7.22 9.60 15 0.01 5 RCP / / ~ ~ _ . ° ~ r ti ~ ~ . ~ 4. ti r
SI4H 2A StBf 0,00 191 000 0, 0.00 .4 5 0, 4,40 61 ,75 3 70 ~ 1200 1&94 02 15 0, 125 R(~ / % ~ > ' ~ ,y- ~ ~ . / b W
1 7 ,4$ 4 0 4 ,14 1 4 1 5 R ~ ~ ~ ~ r7 t~ ~ .00 0. 0.46 5 0. 4.40 9 .04 3.~ 0. 7.2 14.E 15 0.41 5 RCP ~ % . ~ ~ 0. P.17 0.~ a'
~ff l ~ v~-, ~ ~ r N 4 H 4,7 4 11' 41 11 41 1 - 1. 50 1 1 i6' x 0 CONSPAN f , `£/r ~ ~ 'f+^ m, ~ ,t ~ f
HW HW 7 23 0,~ 0,00 .39 0.3D 5 72 .20 7 .24 150 3 ,50 324,00 1,00 13,03 7.22 88,90 18' z 0,05 COPl5PAN rtr ' , i,zl . J>4" ~ tt ~ ~ ^ ~ y ,,r' / _ J ~ ,
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. ~ ~ 1 1 , , ~ , 1 1 ~ P~ ~ ~ fi~ a ~ ` 1 d . _ ~ ~ , ~ ~ 1 ~ 1 t 'I, ' - t ~ ~ - _ ~ A~~~" ~ a'~ , ~ CDNSTRUCTION SEC~UENCE FtlR (NSTAlLA1r{1}J PiPE ACROSS CI'tEEKS
Y_ ~ t t ~ i a" _ • j , ~ , ~ '~,?r/ t UPS! RECIEPT THE fRtADING fAIIT, INSTAtx. R{X~ CHECIt DAN' UP
rL 7 . ~ _ , , r ~ t~ ~ ~ .w~' t. ~ A`, i " S7RE~d tl~ THE P9PE CRtISS~Nfn TO E1AM UR CREEK FLDWS. CUNTRACTOR e....
1 > \ i I t ~ ~ ~ < ~ t ti;' ~ , (~~8~_, x , ~ ~ ~ 2, MIISTALI ~ EX45IINC GI's FIOW AROIJNp CC~15tRUG AREA. . _ ° AIJ. SST FENCE ANp TkEE pR?'tEC1rnN 'FENCE tN ACCORDANCE
; _ , ri f"•,~.,,M ey _ I N' ( I - ~ ~ ~ 'y,3 1 i . ~ ~ I ,...m.....,~.°~""°"'°°~.."s ~ C' 1•_ r e~ ~ 3 .°4 f 1 ~ : N1TH CONSrRUGTK~I 5ECUEN~ FCUND HERE (;;r~. J ' ?X ~ j J. REt,SCi~ A1f~ t~GCTAT1+jN Arip TC1p5iJil rRON ~"E AF~CTF.D AREAS.
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YM 6 ~ cy~ ,Y Z SEED APVD STABILIZE 9L41'fS ~,ND aNfiJEDfRS t:?Ot} C41i11PiETIL~ d~` ta~ ^p ~ EARTt~6~5RK ACTr~211E'S ADJACENT T~ WE :tRe+N, ...~w.Ww._
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