20040026 Ver 2_Site Plan_20061207

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1 ~ ~ ~ 1 ~ LEVEL SPREADER SCHEDULE a
~ A\ ~ -~~J C ~ \ A ~ ~ sTRUCTU~E Q1 a FLOW siZE (w x ~ ~ ~ ~ ~ ~
1 I ~ ~ _ - 4, ~ / ~ ~ ! ~ ~ ~ ~ \ FES 2 2.02 CFS 10' x 30' c a ~ a •0
u ~ ~1141.i ~ \ v \ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ e ~ ~ ~ ~ ~ FES 5 3.70 CFS 10'x48' ~ pq ,q ~ „ 0
l ~ !t ~ A ~ ~ \ \ ~ v_ _ ~ f~ II V ~ ~y \ - - e,,~'`~ ~ ~ ~ ~ ~ ~ ~ ~d ~~h~ ~ FES 1Q 4.99 GFS 10' x 65' c ~'~~I
i ~ V . ~ O ~ I ~ ~ I ~ A ~ ~ ~ v \ ~ r I ~ I I I 1 ~ ~A ~ ~ ~ ~ FES#13 5.49 GFS 10' x 75' ~ ~ ~ ~ ~ m ~ ~ ~r ~ c., ~ I I I I I ~ ~ FES 25 6.52 CFS 10' x 95'
E J J, i 1 e v v v 1~ v
s~ ~ , ~ ~ ~ ~ ~ / / ~ 1 ~ ~ry~~ ~ FES 34 4.09 CFS 1 D' x 55' / ~ / ~ ~ FES#38 3.87 CFS 10° x 52'
? ' J Jr ~ / / / /J ~ / Jl FES~41 1,50 CFS 10' x 2D'
\ ~ , / ~1 / / ~ / / FES#52 4,48 GFS 1Q' x 60' ^
. ` ~ 5
\ r ~ / / / / ~ FES~58 5.49 CFS 10' x 7D' / ! ~ / / ! ' ~ / FES#61 C 6.81 CFS 1 D' x 90' _ _ _ _ _ i ~ ~ , ~ ~ ~ / / ^ / / / ~a~ / FES#65 2A8 CFS 1 D' x 30'
~ ~ e v ~ v _ - r _ ~ ~ v \ v / / ~ / / / / / ~ / ~ FES#68 1,04 CFS 10 x 2D'
~ ~ ~ , / / ~ / ~ ~ ~ FES#73 4.49 CFS 1D x 60
~ ~ \ / ~ ~ o
1 f _ _ i I
\ ~ V 9 h I ~ ~ v ~ \ - - - - - - _ ~ A ~ ( \ \ ~ o v o ~ w- ~ ~ ~ ? ~ ~ Sa~~ / ^ / GENERAL CONSTRUCTION NOTES: ~
N ~ v A ~ ~ ~ _
{ \ ~ ~ ~ _ v / ~ ©Q~ / Iv 1. ALL CONSTRUCTION SHALL CONFORM TD THE CURRENT CITY OF RALEIGH AND U p ~ / ~ NCOOT STANDARD DETAILS AND SPECIRCA'R~°1S. ~ ~ N N
( , / / ~ / 2, ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24" CURB AND } ~ si ~ V1 ~ / / GUTTER, ALL GUTTER MOWN WITHIN RIGHT-OF-WAY SHALL 8E STANDARD 30" ~ 47 ~ N ~
" ' - / ( ~ / / ~ / / ~i / / ' ~ CURB AND GUTTER. W ~ / ~ ~ ! 3, A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE 3 U .W1 W
s V A ~ ~ ~ ~ ~ ~ ~~...r J ( / / ~ A ~ 4. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF ~ 2 U <C W
~ ~ ~ ~ \ \ \ \ ~i \ ~ ~ \ \ \ ~ ~ Jam- " ~ . A ~ ~ ~ ~ lx ~ _ 'mod ` ` / ~ ~ r ~~j'~ ~ AAE AVAILABLE UPON REQUEST FROM TF65 FlRM. ~ W Q F ~ - / / / / GRADING AC11V17IE5. CONTACT ULOCO AT 1-800-632-4949 FOR FIELD q U y A 0:
7~y ,LL~ //f LOCATION OF UNDERGROUND UTILITIES,
v \ v ss v v \ ~ ~ ~ ~ ~ .-4 ~ ~ ..r - / f ~~U sT l /X / ~ / f~ ON p~LAN$ ENSIGNS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED / / / / / / 6. ALL PAVEMENT ON 517E SHALL BE IN ACCORDANCE H4TH SECTION DETAILS ON _ ~ / SHEET 2
/ ~ 7. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED i 4` PER
` / FOOT. TWE LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2~. / / / 8. UNLESS OTHERWI~ NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP QF
~7 / ~ ASPHALT OR FINISHED SURFACE. _s° - - - -f / / / l#l ( 9. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE
/ / / / ~ / PAVED QR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 ~ / / / ( FESCUE IN ACCORDANq: WITH SEEDING SCHEDULE ON DETAIL SHEETS,
/ / 10. 5EE ARCWITEGTURAL PLANS FOR BUILDING DIMENSIONS AND FEATURES ° , ~ / f / / / 11. SEE PLUMBING PLANS FOR LOCATION ~ VAULTS, BACKFLOW PROTECTION ON
~ ti ~ G ~ ( l / FIRELINES ANp PIPE SPEgFICATI0N5 OF FIRELBVES. ` ~ / 1 I 12. THE TOPOGRAPHY SHOWN WAS FIELD LOCATED BY RICE AND ASSOgATE5.
1 ~ / ~ sss~~~ `J ~ / ~ / 13. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM ~ ~ 1 CENTER OF MANHOLE TO CENTER OF MANHOU:.
"Pa",._- 111 / 14. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT 1 ~ ,a„ ? ~ ~ / f ` l GRADE OR AS SHOWN IN NON-PAVED AREAS,
Rte, \ \ ~ \ 1\ ry ~ ~ ,V - r-- \ ~ ~ ~ ~ ~ ~ / ~ ~ / / 15. SEWER LATERALS TO BE PLACED A7 A MINIMUM SLOPE OF 1R ON 4' LINES ~ ~ y ~ / ~ / ~ / ' AND 0.577 ON 6" LINES. CLEANaITS SHALL BE PLACED AT 5D' INTERVALS ANp
- / / / / A7 BEND POINTS. ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD
h~ ' ~4 ~ ~ , ~ BEARING TYPE. ~ / / ~ 16. WATER MAINS SHALL NAVE A MINIMUM 3' OF COVER.
\ \ \ \ \ ' ~ ~ (y. ~ ~ ! 'rte SS 4i ~ ~ ~ W ~V / 17. CONSTRUCT ALL FlRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL GRADE.
O ~Q_y ~ SS 4J. ~ ~ 18. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100° OF ALL ''p ~ 1 MTERSECTIONS,
~W ' r~~ ~ r 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSI3IVE DRAINAGE TO ALL / STORM STRUCTURES.
® v ` ~'v . o~ ~ ~ v . ~ e ~ ~ - 20. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ~ h _ .'F / i ACRES DOES NOT OVERTOP THE ROADWAY. TI'S
/ / , 21. CONTRACTOR SHALL MARK THE LIMITS OF THE NEIISE RIPARIAN BUFFER WITH ~ r , " , / / / ORANGE TREE PROTECTION FENCE IF THERE IS ANY CONSTRUCTION WITHIN 50 ^ W
~ , , FEET OF THE EpGE OF THE BUFFER. ~ H r ~
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~ ~ t ~ - -v ~ v ~ ~ v \ v v v. A ~ N I ~ ~ \ \ \ ~ f STORM DRAINA(~ QESIGN TABLE
~ / 1 V ~ V A \ \ ~ \ \ ~ V A V A \ d \ ~ \ \ ~ \ \ V A ~ ! A ~ ~ \ ~ APE ~C11UY A A IMP GRA G Tc c cfe PIW L (OM US OS SLf~E V I 0 'd D use n TYPE fT{OM TO sub tat AREA AR ~JB mis 8 TOTAL !f El£V INV I V $ s in
~ / V \ V ~ \ V ~ \ ~V ~ ~ ~ V A V ~ V A A CB 3 CB 0.64 0.64 0,26 0.31 0 0,57 5 262 .6 30 381.04 371.0 7 ,85 9.50 3.87 7.22 11.99 15 0.01 ACP
v v v 1~. w as ~ ~ t ~ v ~ v ~ v v ~ ~ CB CB 5 0.24 088 0.14 0.1 0,00 0.69 5 1.20 3.2 ti0 381.04 376.8 3 t0 0.50 3.87 7.22 1381 t5 0.01 CP Q
i v ~ ~ v ~ ~ ,r... CB CB 0.03 0 i 9.02 901 0 0.78 5 0.11 .9 ti4 381.50 376.0 36 10.89 18,04 Z22 ,88 15 0.0125 R A ~ C9 SMH l 0.29 12q 0.17 O.t 0.00 9.67 5 1.41 5,40 1;`.5 37A00 360.5 12.24 19.13 7,22 8,63 15 001
\ v ~ v v i P / v °®y \ ~ ~ 1 St4H 7 FE O,DO 1. 0 0,00 O.DO 0, 0.67 5 0.00 1 Y 341.50 345,1 345,00 0,50 3,87 792 1 .72 15 0.0125 RCP ~ ~
a v ~ v 0 ~ \ ~ v ~ v ~ v 1\ v v 1 ~ I~ ~ / / \ \ 1 1 C8 0 0.66 0.66 0.32 Q35 0.00 9.61 5 2,92 2,92 30 71,85 364,05 36390 0,50 3.87 7.22 1248 15 0,0125 R ~ W CB 0 1 0.20 0.86 0.12 9.08 0 9.69 5 0.97 3.89 ~ 371,85 383.80 356.85 44 3.87 7.22 8.81 15 O.D125 R(P
/ v v ~ v A v ~ v v ~ ~I v v I~ ~ ~ v d ° ~ v v v I v ~ 1 ! 1~1 CB 1A 1 0.58 58 0.26 0 000 0.58 5 2.46 6.35 D 75 .15 356.60 0.50 3.87 7.22 16.71 15 0.9125 Rl~ ~y 1~4
° / ! \ , ~ \ \ ~ rr ~ III 1 ca \ \ 1 / 1 _ .L ~ } ~ CB 1 5MH iB 0.98 1.52 0.06 0.02 0.00 0.79 5 0.45 fi.81 80 3.75 356,50 349.20 9.13 16.51 7.22 9.95 15 0.0125 REP h~+~l SIdH 16 1C 0,00 000 0.00 0.04 0.79 5 0.00 6.81 ;i 350.19 348,03 348.00 0 0 4,23 1,22 16.57 t5 0.0125 ~ ~ ~
/ / ~ ~ 1 , ~ ~ 2 CB 3 023 3 0.06 0.17 0.47 5 0,80 0.80 241 346.80 346.60 0, 4.46 7.~ 7 15 O.D125 R I"'0 ~ f~" .
3 SMH 4 0.28 0 0.14 0.14 0.63 5 1.28 2.06 35241 346.50 338.15 1 23.12 7.22 15 0.0125 RCP hid 5M 4 5 O.DD 0.52 0.00 O.OD 0.00 0.63 5 0,90 ,OB 1) 338.00 335.05 ,00 9.50 3,87 1, 11,00 t5 0.0125 Rte W
/ / 1. \ q ~ O ` ~ 1 1 w / / ~ ~ ~ 0 ~ V\ ~ ~ CB 6 SMN 1 0.21 0.21 0.1 ,08 0.00 4.19 5 L 1.94 tE0 376.4 8. 354,15 9.22 16,60 Z 4.90 15 125 RCP
ca / / \ ~ \ < 1 ~ 0 ~ ~ ~ \ } \ SMH 7 O.OD 0.21 0 0,00 0.00 0.79 5 D 1,04 1) 356.2 0 354.00 0.50 3.87 7.22 8,47 1 OD125 RCP
V / / \ ~ ~ 0 ~ ~ n \ / ~ 1 a, C 9 0 0,55 0.16 0,16 0.39 0.00 0.49 5 1,96 1.96 30 384.00 383,10 3.00 47 7.22 7.68 15 0.0125 Rl~ ~y C8 D CB 1 0.32 0.17 6.17 0.15 0.00 .6 5 1.47 3.43 1~- 389.59 383,00 381,50 1.03 5.56 1.22 11S 15 0.9125 RCP V
V / / I i A U v ~s ~ ~ 1 / 1 ~ CB 1A CB 0.19 0.04 0.04 0,14 0.00 0,45 5 0.60 4.03 389,50 381.00 37&00 10,00 17,29 7.22 8.04 15 0,0125 RCP P1•~
~ \ / / t A ~ ~ \ ~ ~ l ~ r c. / 1 \ \ ~,,r / ~ t SMN 2 11 0.03 0.03 0, 0.00 0,46 5 3 4.40 1f5 389. 377.0 353.15 1338 20.00 7 1,86 15 0.0125 RCP 1~+~1 SMN 2 FE 3 0.06 0.00 O,IX1 0. .00 0.46 5 0.00 4.40 i) 355.05 00 9.50 3.87 7. 14,56 15 0.0125 RCP
NW 4 HW 5 24.77 000 0.~ 24.71 ,00 0.30 5 112.41 112.4 11 B 31 9 15 23 10.54 7.22 36.66 48 0 RCP
° / , \ s r 1 0 / ~ \ v A 1 1 1 1 HW 6 HW 23&38 0,00 238.38 0,00 0.30 729.20 729,20 1~ 325 324,00 1.06 1 .03 7.22 86,01 0.9125 RCP /""ti
.i ~ ~q \ ~ 0 ¢ \ / A ~ \ 1
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GRAPHIC SCALE
o ` t 1 ~ JJ t ca-
50 0 25 50 100 200
a
cn i IN S'EE'P
0 I inch= 50 ft, SHEET 9 OF 25

5TORI~ DRNNAOE OE~GN TABLE ,
PIPE SECTION A A ~ INP YI90DED C Tc cfs cis PIPE L RII4 US DS SLOPE V I 'd D use n 'TYPE 1 / ~ / ~ f I ~ ~ f /
fR T sub latd AR AREA 8 min SUB TOTAL EIEV INV INV % s i ~ ` ~ - r 1 / l f l i I r ~ ~1 / / I ~ ~ ~ ~ ~ ~ I ~ I I ~ !
i 11 / r 0.21 0.1 0.14 0.7 0.00 0.3 11 110 32 394.95 392.12 390.95 3.66 10. 7.22 "a96 1 0.0125 RCP / ~ ~ f ~ ! a CB 1 0,18 0.9 .14 0.04 0,00 0,80 5 1.03 213 49 3 90. 9060 1 ,91 7.22 11,05 15 0.01 5 CP 1 ' A ~ l 1 / ~ ~ I ~ !1 ~ a ~ ) I ~ ~ ~
/ / 1 0 4 .00 0.03 0.00 0,37 5 0.01 2 190 394,85 390.50 374,10 8.63 16.06 8,59 15 0,0125 RCP ~ / / / / x I 1 ~l / 'I ~ j A 1 a~ ~ / it 1 ~ c
/ / C8 2 SM 9.34 0.76 0.24 0,10 1 4. 12 377.33 374.00 37245 1,29 6.21 7,22 11,86 1 0 25 RCP ? / / ~ I I / SMN fE 00 0.76 0,00 0.00 0,00 0.76 5 0.00 4.09 10 374 372. 37.30 .50 3.$1 1. 14.17 15 0.0125 RCP / / /1g,~.p9. ~ / ( l I I r a
) (33 C8 0.41 0.41 0.09 0.32 0.00 .44 1D.6 0. 0. 392.5) 388.25 388.05 0,57 4.13 7.22 7,2 1 ~ l ~ / / I l f ~ 5 0,0125 RCP ( ~ / 1 / f l
CB CB 7 0.1 9 1 / ~ / ~ / I / 1 6 ,15 000 0,44 19.6 9,33 1.05 182 392.57 388.04 .61 3,53 10 28 7.22 5.9D 15 0.01 5 ~ 4 ~ 1 / ! ouT ~ I 1
C8 1A CB 7 0.24 0.0 0.18 O,OD 0,45 10,6 0.42 1.47 24 384.41 381.1 7. 9.65 15 0.015 CP 5S ~ / f f ! / _ ~l (2? 7 FE Q 1.1 0.13 .1 0,00 0,60 19.6 0.65 212 58 41 ,29 381.00 0.50 3.87 7.22 11.01 1 0.0125 RCP P / , ~ ~ I 7 ~ ~ ~ ~ II ~ ( ~ w~ ~ i ~ ~ ~ ' ~~I ~ 1 I I ~ ~ tab c
/ f ~ I! ~ ~ / 4 CB 5M 0.22 4.22 22 0.00 0,00 0.95 5 150 1.5D 120 387.48 382.10 371,30 9.90 16.40 7.22 5.65 15 D.Ot25 RCP / / / ~ / 1 /
SCI FE 1 0.00 0.22 D.00 0.00 0. 0,95 5 0.00 1.50 6 73. 1. 371 DD 333 9.96 7,22 6,81 15 0.0125 RCP / / ~ ~ ~ / ~ ~ f 1 I I :~i ~ I ~ I ff
~ ! CB 2 C8 3 9,19 0.19 D9 0,07 0,00 0.71 18.2 0.44 0,44 22 &3 0 0, t 732 5.49 3 l ~ / / / 5 0.0125 RCP / / 3 0.49 0. B . 1 9,28 0.06 0.58 tfi.2 9.93 1.37 2D2 .83 369.45 5.37 1 67 732 6 t 0.0125 RCP / ~ ~ ~ / J ~ ~ I ~ ~ ~ f~ `ti
01 A 1.62 0, 0.67 0.66 0.38 163 203 3.40 46 ,90 377.00 369.45 16.41 t f i / / / / / Ia ~ / ~ 5 7, 8,87 i5 D.0125 RCP f ~ / / ~ / /
1. 3. 1.01 0.00 0.47 16.2 209 5.49 135 369.35 366.35 222 8.15 7.22 1L 1 0.015 R{;P ~ f / / / / SAtN 0,67 4.33 0.36 0. 1 0. 0.65 16.2 1.45 6,94 106 37237 366.25 7. l49 7.22 10.40 t5 0.01 RCP / / ~ ~ ~ / / / 1' q / ~ / ~ I ~ I ~ I ~ ~ 0 I °
7 6.90 4.33 0 .00 0.00 0,65 1&2 O,OD 6,94 18 1. 11 1 / / / i 50 Q6 437 732 16,64 15 125 RCP f ~ ~ / ~ ~ / / ' ~ / ~ /
CB 9 0.40 6.40 0.14 Q25 0.00 0,53 5 1.53 1.53 30 384,07 319.25 319.1 0. 7 7.22 9J9 15 0.0125 R ~ ~ / / / / ~
0.24 0.64 0.16 9.08 0.00 D.13 5 1.28 2,61 11 3$4A7 37.00 373.00 5.36 1265 7.22 7. 125 RCP ~ ~ ~ / ,r' ~ / ~ ~ CB 5NN 1 0.36 1.00 0.19 0.11 00 .67 4.48 170 377.36 370.20 357.13 7.69 15.16 7. 7 15 0.0125 RCP ! / ~ ~ / / I I ~ I \ ~ 'fro hti0~v' ~ q~~ ~ ( i I I 1 . ~ ~~cyo ewe ~ q ~ ~ ~
SAI 1 1. OD 0.00 0.00 0.85 5 0.00 4,48 6 359.00 357.03 7.00 0. 8 7.22 14.66 15 0.0125 RCP f / / /i / / / ~ ~ / ~ ~ ~ / / / / f / r /
3 o.s4 o.s4 0. /f / / 26 0. 0.00 0.57 2 2 2 2 30 381.04 317,0 376.85 0.5D 3.87 7.22 11.9 t 0.0125 RCP . / / ~ / / ~ / / ~ ~ / / j ! o CB t8 0.24 0.88 D.14 .0 0.00 0.69 5 1.29 3.82 130 361.04 376,8 376.10 0.50 3.87 7.22 13.81 5 .0125 R(2' / ~ ~ ~ ' { 1 l LEVEL SPREADER SCHEDULE W ~ ~'~oeao~ ~ ~ ~ ~ ~ ~ i 4, ~ ~
5 0. 0,91 0.02 0.61 0.00 O.18 5 6.17 3,99 124 381.50 376.0 36250 10.89 1 7.88 15 0.0125 RCP ~ / / ~ / ~ \ ~ / / ~ / SM 7 0.29 1.20 0.17 0.13 0. 0. 7 5 1.41 5.40 125 .5 3 1 4 19,13 7 8.63 15 0.0125 R / ~ ° ° ~ J ! ~ ! ~ / f I ~ 1 ~ ~ ~ STRUCTURE Q10 FLOW 51ZE (W x L) ~~q ~ ~ ~ i` ~..e
SfdN 7 FE O.W 1,~ 0.0D 0.09 0.00 0.61 5 0.00 5,40 19 341.50 345.1 345.00 0.5D 3.87 7 15.12 15 0.0125 RCP / . / / ~ . - ` ~ . / / % / { V~ \ • ~ / / / /
/ ~ _r ~ .--'r~ /J J ~ ~,r~` ~ ^ ~ FES 2 2.02 GFS 10' x 30' "~itL P9L~w d ~ / ~ \ \ , FES 5 3.70 CFS 10' x 48'
~ / f ~ / r / ~ ~ 'J~ v _ ~h ~i° 1~ ~ ~ ~ FES 1Q 4.99 CFS 10' x 65'
/ i / / ~ ~ / -....r-- / / 1 S-- / ~ .r/ / / / / ? ss-.~ e ~ ` ~ ~ ~ \ 1 FES~13 5.49 CFS 10' x 75'
I ~ / ~i/ / / / ~s ~v.,,,,` _ v v-~~"""" ~ G ,l FES 25 6.52 CFS 10' x 95 Mil
~ v f ~ _ _ ~ ~ , V ~ ~ ~ FES 34 4.09 CFS 10' x 55' 1 ~ ..--w-- ~ I f FES#38 3.87 CFS 10' x 52' ~i
i ~ 1 / / / ~ : / ti / / C~/ ~ / / / / ~ / ~ ~ ~ ~ ry.__--- ~ FES#41 1.50 CFS 10' x 20' '`~j
/ ~ l i / ~ r r ~ i ~ ~ ~ FE5#52 4.48 CFS 10' x 60'
/ / r / / ~ / r 5 slp~wAL \ f ~ 1 FES~58 5.4fl CFS 10' x 70' cyQ \ ~
! ~ ~ / / l , I ~ i • / 4: / / ! f ~ v / ~ ~ ~ ~ ~ ~ ~ ~ f ~ FES;~s1 c s.s1 cF5 10' x 90'
/ ~ / / ~ ~ ~ ~ 1 ~ { 1. 1 1 FES~65 2.08 CFS 10' x 30'
~ t / ~ / ~ ~ / / ~ ~ / I'~' ~ J 1 ~f i • j 1 FES~68 1.04 CFS 10' x 20'
/ / / ~ I l I / ~ / ~ ~ f / \ ~ ~ ~ l FES#73 4.40 CFS 10 x 60 x-
/ ~ / / / ~ j / / ~ i r ! ! ~ _
q o / / r ! I / / ~ a / ~ f ~ / I f l ~ `~c l l / ~ / 1 , 1 ~ s ~ / / / / ~ ~ ~ ~ J ~ 0: N C
/ / l~~ 1 / 1 / ~ ~ / r ~ / l / / ~ J ~ f ~ ~ Gq ~ ~ y / / ' ~ j ~ W o ~
ll r / ~ ~ l . i ~ ~ • ~ r ~ l i l ~ / i / / / ~ ~ / / ~ ~ GENERAL CONSTRUCTION NOTES: ~ ~ ~ ~ ~ / ` e/
i/ ! ~ r f l ~ / / 1 / / f / / f / i / / / / / ~ ` ~ ~ / ~ ~ f 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY Of RALEIGH AND A U N A ~
/ r / i / / ~ / / / w5 I / ! / / / / / ~ ~ ~ ` I ~ / I ' NCDOT STANDARD DETAILS AND SPECIFICATONS. ~ 1 i ~(a / / / ' 2. ALL CURB AND GUTTER SHOWN ON Si7E IS STANDARD 24" IX1R8 AND
/ / a~. / / 1 1 O ~a~ / / / ~ I ~ / ~ ( h~,• e ~ / / / i / \ \ G~ GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30" / ~ / ~ / J ~ l CURB AND GUTTER,
I l / / / l / a ~'Qe~ / / / / ! / a ! ~a ,p / / • Q' y ~ / / ~ / /q , \ f / ` J J J 3. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE m 1 ARE AVAILABLE UPON REQUEST FROM THIS FIRM.
~ 1 . 1 ~ o e~ ~ / / ~ l e~ / / / / / / ~ ~ ~ / J / 4. THE CONTRACTOR 5NALL LOCATE ALL UTtUTiES PRIOR TO COMMENCEMENT OF "a/ \ ~ / / ~ • / J ~ GRADING ACTINTIES. CONTACT ULOCO AT 1-800-632-4949 FOR FIELD
l 1. ! , ~ , / ~ \ / ~ J J LOCATION OF UNDERGROUND Ui1LITIES. / rr \ / / //~B I J J ~ PL~D~ ENSIGNS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED
~ l r / / / / / \ / ` ~ / J 6, ALL PAVEMENT ON SITE SHALL. BE IN ACCORDANCE WITH SECTION DETAILS ON
~ r / / ~l ~ ••f / ~ ! l l l / / i ~ l / / / / ? ~ ~ / / / SHEET 2. J 7. THE SLOPE OF HANDICAP PARKING SPACES 5NALL NOT EXCEED 1/4" PER
I ~ ~ /f ; ~ ! ! / / 1 I e f / / / / / ~ ~ r / ~ / / / FOOT, THE LATERAL SLOPE Of SIpEWALK SHALL NOT EXCEED 2%. ~ ~ r / / / / !8. UNLESS OTHERWISE NOTED ALL PROPOSEp SPOT ELEVATIONS ARE TOP OF
i / / / / / ~ / r / / / t~ / ASPHALT tlR FINISHED SURFACE.
I i ~ t l l! l 1 1 f / , r° / ` ~ _ _ / / / 9 QED ALL AREAS AISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3
i ~ • / , 1, t f f , l \ / ~ / / ! ! ( / ! / r \ ` / / / / ~ FESCUE IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHEETS. ~ r / \ / / tp. SEE ARCHITECTURAL PLANS FOR BUILDING DIMEN'90NS AND fEATURES,
1 V'~' s / / 1' / / I l~ l v r ~ / .r • , ~ / / ~ / 11 5EE PLUMBING PLANS FOR LOCATION QF VAULTS, BACKFLOW PROTECTION ON ~ r r \ ® / ~ / J ~ FIRELINES APID PIPE SPECIFICATIONS OF FIREUNES.
'I ~ f I I i d / / y t I P ~o ~ r \ ~ ~ / / / 12. THE TOPOGRAPHY SHOWN WAS FIELD LOCATED BY RICE AND AS.S~IATES. r ~ ~ / ~ ` ~ 13. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMpUTEp FROM
l I ~ I f I A ! I ~ / ~ / / r / ~ 0 CENTER OF MANHOLE TO CENTER Of MANHOLE. r r r / 14. CONSTRUCT ALL SANITARY SEWER MANHOLES (LUSH TO FINAL PAVEMENT ~1
1 ~ ~ / I i ` ~ ~ y I ~ ~ / ~ / / i I I ~ I ! I \ r / / / / ' / ~ GRADE OR A5 SHOWN tN NON-PAVED AREAS. '~y~ / ~ / ~O ~ ~ 15. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1$ ON 4' LINES ~ a
\ 1 ' I I ~ y ~ r / r / / / / AND 0.5% ON 6" LINES. CLEANOUTS SHALL BE PLACED AT 50'INTERVALS ANb ~ ` ~ r / / f ~ / ~ / AT B£ND POINTS, ALL CLEANOUTS tN PAVEp AREAS SHALL BE APPROVED LOAD r ~
1 i I ~ f r \ ~ ~ r / / ~ / ~ /BEARING TYPE. `.L.{ 16. WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER,
/ 1 I I ~ ~ I I I I 1 11 1 ~ / r r ,r ~ r ~ r / / / //,~'r~ / ~ / fINAt OGRADECT AU. FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE ~ ~
I 1 1 ( l l~ ~ l 1 ~ ~ i / ~ , ~ / ~ / / / 18. CONTRACTOR SMALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' Of ALL
I II ~ / I I ~ ~ a / t r / Il 1. .r 1 ~ 1 ti / ` 1 ~ ffl N~ / f I 1 ~ I \ y / / ~ ~ ~ r / / / ~ / / / 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE 70 AlL
I f / / ~ 1 ~ ` , / 1 Il l 1 1 ~ v S / ` . _ ~ r r ~ / / / / / ~ / / STORM STRUCTURES. i ~ ? / / / 20. THE 0100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE
~ ~ ~ / ~ / ~ r / / ~ ~ ~+CRES DOES NOT OVERTOP THE ROApWAY. ~ / ~ / 2t, CONTRACTOR SHALL MARK THE LIMITS OF THE N£US£ PopARIAN BUFFER WITH ~ M°~
(I \ ~ f l \ \ ~ , i t ~ I i ~ ~ ~ I ~ ~ ~ / e' / / / / ® ~ ORAN('E TREE PROTECTION FENCE IF THERE 15 ANY CONSTRUCTION WITHIN 50 ~ v./ ~ i ' \ r / / / / / ~ ~ r / FEET OF THE EDGE THE BUFFER.
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,r'r /~r,,~ i~~r ~ ° LEVEL SPREADER SCHEDULE
- ~ l,~ ~ e ee / 1/ ~ ~ VJ _ / \ / / ~ s / J`j i ,m / r STRUCTURE Q10 FLOW SIZE (W x l.) ~ A ~ ~
r '"er/ r'/,~•~ ~ ~`a.......-'.,~ f~ FES 2 2.02 CFS id x 30' q~ao~
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/ ~ ~ / ~ ~ FES 5 3.70 CFS 10' x 48' ~ ~ ~ j° ~ r r / / _ ~ _ _ ~ ~ ~ ~ ~ _ ~ ~ ~ FES 10 4.99 CFS 10' x 65' ~'m ~ ,q ~
,j r r,~ ® //0 s'~~ FES#13 5.49 CFS 10' x 75' ~'~oao;.
~ ~ / / / / \ FES 25 6.52 CFS 10' x 95' ~ ~ ~ ~
~ r/ / ~ ) FES 34 4.09 CFS 10' x 55
/ / / ~ - ~ FES#38 3.87 CFS 10' x 52'
~ l l ~ \ / 4w 4'~ r' ' ~ ~ / ~ / ~ J ; - FES#41 1.50 CFS 10' x 20'
~ ~ ~ C or ~ r ~ , ^da~ ~ / ~ D~ U ~ I / / ~ ~ v v / a e~„ / I / ~ ~ / . ~ r ~ ~ ~ ~ FES~52 4.48 CF5 10' x 60' r
/ ry / / ~ ~ FES#58 5.40 CFS 10' x 70' ~`•i•~
~ / \ / ~ \ r FES#61C 6,81 CFS 10' x 90'
/ ~ / ~ , FES#65 2.08 CFS 10' x 30'
/ i / / ~ / FE5#68 1.04 CFS 10' x 20'
J e e 1k ~ / / / ~ ~ ~ FES#73 4.40 CFS 10' x 60
l 1 r ~ / / I \ / ~ ~ i /
7 ~ ~ ~ / r / ~ r 1 ° / Q3 t I 1 y l~ . l/ / r ~ ~ J F / / /
r r a v ~ ~ l i i . r , , ~ i ~ / . / I ~ I / ~ / / \ GENERAL CONSTRUGTION NOTES;
/ ~ / / / ~ 1. AlL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH AND
/ NCDOT STANDARD DETAILS ANO SPECIFICATIONS. Vi I +0 q ~ J ( / , / / \ 2. ALL CURB AND GUTiER SHOWN ON SITE IS STANDARD 24" CURB AND U ¢ o \
GUTIER, ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30" ~ U7 ~
~1 ~ . \ ~ ~ o y. J f ~ \ ~ ~ / ~ CURB AND GUTTER. j- ~ e1 ~ V1 / v / \ ~ 3, A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ~ A N ~
\ 1 / ARE AVAILABLE UPON REgUE57 FROM THIS FlRM. ~ W N ^ v / / ! ~ / 4. THE CONTRACTOR SWAZI LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT pF Z
/ ~ ~ i / ~ ~ ~ j / GRADING ACTINTIES. CONTACT ULOCO AT I-800-832-4949 FOR FIELD / LOCATIGN ~ UNDERGRgUND U11U11E5. ~ ~ ~ ¢ ~
~ y ` ~ \ / ~ 5. ALL DIMEN~ONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED A U N q Q: J i / ~ ~ / DN PLANS.
( ~ J ~ SWEET ZAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON / /
~ ~ Z h r i ~ \ \ ~ tihw r ~1 / ~ ~ 'J / ~ I 7. THE SLOPE OF HANDICAP PARKING SPACES SMALL NOT EXCEED 1/4" PER ~ ~ / \ ~ / FOOT. TWE LATERAL SLOPE OF SIDEWALK SHALL NDT EXCEED 27
~ ~ ~ a Q ~ / ' ~ _.-J / J l / 8. UNLESS OTHERWISE NOTED ALL PROPDSED SPOT ELEVA110NS ARE TOP OF ' ~ ~ ~ / ASPHALT OR FiN15HED SURFACE.
~ ~ ~ i / / ~ ~ J / / 9. SEED ALL AREAS DISTURBED BY CONSTRUCTION, ANO NOT INDICATED TO BE / / / / PAYED OR PLANTED, UPON COMPLETION OF GRADING ACTIVI11E5. USE REBEL 3
~ ~ / ~ r i3 / / FESCUE 3N ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHEETS. / ~ - - _ / / / TD. SEE ARCWITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEATURES,
~ \ ~ I / / / / Ti. SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BAGKFLOW PR07ECTi0N ON ~ ~ ' / FIRELINES AND PIPE SPECIFICATIONS ~ FlREUNES.
! \ 1 ~ ~ f ~ ~ J ~ . l / ~ ~ ~ / / 12. THE TOPOGRAPHY SHOWN WAS FELD LOCATED BY RICE AND ASSOCIATES. / ~ / _ / 13. ALL SANITARY SEWER COPES AND PIPE LENGTHS ARE COMPUTED FROM
! \ ~ l / / / / ~ , / / CENiER OF MANHOLE TO CENTER OF MANHOLE, / / ~ ~ / J / ~ ~ / 14. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT
t ~ ~ s / GRADE DR AS SHOWN IN Nfkd--PAVED AREAS, J _ ~'3 ~ 15. SEWER LATERALS TQ BE PLACED AT A MINIMUM SLOPE f~'1~ ON 4" LINES
~ / I / a \ 4~ / /
. ~ / > ~ \ ~ ~ I/ ~ /r~--, / AAT 8EN0 POINT•S.UNALL CLEANOUTS INSpAVED AREASC5WALL BE APPROVED LOAD I ~ / BEARING 1YPE.
I ( ( i ~ o ~ I 1 ~ / hry 0.`; - S•7~ i6. WATER MAINS SMALL HAVE A MINIMUM 3' OF CgVER. ~J ` ~ ~ ry ~ 17. CONSTRUCT ALL FIRE HYDRANit; WITH BASE Ft.ANGE Slx INCHES ABOVE
l I 1 ~ / ~ r 1 `V o ~ ~ _ ~ ~ ~ / ~ r / i ~ / / ~ 1 ~ \ C/ FIBNAL~NTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 900' OF ALL
e ~ ~ , / , / ~ i ! ~ / ~ / ~ ~ ~ ~ ~ ~ ~ INTERSEGT10N5. ~ ~ , ` ~ ~ 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL
v ~ \ . ~ \ / , / ~ ~ a \ ~ \ r ~ ~ ~ - ~ i / ~ ~ STORM STRUCTURES, 20. THE 4144 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE
v > ( / / / ~ e aJ ~j A / / \ / / \ \ ~ ~ ' ACRES DOES NOT OVERTOP THE ROADWAY, W ~ ~ 21. CON1RACTOR SHALL MARK THE LIMITS OF THE NEUSE RIPARIAN BUFFER WITH
a ~ ~ l / l / / I ~ ~ h ~ \ / I / / / I ~ ~ \ ~ / / ~ ~ / l i .J l \ \ \ ~ \ \ ~ , \ \ \ ' \ 1~ ~EET OF 1HE EDGE ~ ~FBUFFER~ THERE IS ANY CONSTRUCTION WITHIN 50 ~ ~
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f ~ l ~~ww ~ t ~ ~ ~ I w l l I 1 / ~ so ~ (1 t~ 1 ~ ~ 1 I I I I ~ } 1 b ~ ~ ~ I/
1 j l ~°o ~ ~ 1~ I l / ~ z I t ~ o ~r ~ 1 ~ ~ ~ f i I / i / 1 I ~ ~ ~ / oTt' v ~ ~ ~ J
~ I / 1 ~ \ I I I / ~ ! t i w ! ~ ) ~ i ~ l ~ ~ ~ i ~ i / ~
i ( J ~ ! / / l / / / \ \ J /
~ I I ~ j / 11 l _ I J I 1 w I I J i J ~ ~ \ r ~ ~ i 1 I I I 1 f;7 l ~ i , ~ / / ~ E ~
f r ~ o ~ ~ J d ~ I I I ~ / I ~ e ~ - ~ ! ~ ~ / ~ ! ~ ~ 1 ~ 9 /
1 ~ 1 \ / I ~
1~ I I i ~ ~ s v I f ] / r ~ ~ ~ ~ ~ ~ i ~ ~
~ 1 ~ \ ~ I 1 1 ~ ~ ~ I } / / ~ br ~ ~ 1 ~ ~ i ~ _ _ .r., I ~ ~ ~ ~ ~ ~ I ~
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~ STORM ORNNAi~ OE51C~! TABtE ~ ~ i ~ 1 ~ 1 ~ I 1
PIPE SECTION A A IMP ~ I / WOODED C Tc cta PI L Ribs US DS SLOPE V I D r 'd D uae TYPE ~ ~ 1 ~ ~ ~ / f a 1 I ~ /
o FROM TO ~b total AREA AREA SUB min X18 TOTAL I INV 1NV x In I ~ j I l 1 ~ l I .u CB 0.46 0,46 0.22 0.24 0,00 0.81 1 , 1.72 1,12 120 369,20 365,60 36 00 .50 3.87 7.22 1 24 1 ~ J ! I / ~ ~ ~ l l 0 ~ 1 ~ 1 1 ~ t J / ~ ?i ~
a 0.0125 RCP !v I ! ~ J ( ~ ~ 073 0.73 0.17 0,56 0.00 45 12.6 1.20 1.20 22 372.80 369. ~ ~ J f ! ! J 1 ,l l I ~
~ ,35 0.50 3.81 7.22 & 5 15 0.0125 RCP ~ ~ r ' ~ / 4 ~ CB 0 8 1, 0,15 0.12 O.DO Q6 1 0.67 1.61 50 372.80 369.25 36900 0 87 7.22 10. 1 0.0125 RCP ! ~ ( f 1 / / / ~ / ~ ~
0 46.11 48.11 0.00 11 0.00 0.00 5 923.57 123.57 B,OD 366.97 363.11 3.41 ?,85 35.49 2 - 42 0.0125 RCP ~ ~ , ) } l / l I ! ~ /
~ 0,31 0.31 0,17 0.14 Q 65 5 1.48 1.48 32 391.10 384,46 ,56 1 32 7.22 8.6 t 0.0125 RCP j ~ f / ~ ~ J / / ~ / E ~ I 1 l ~ / w 0 0,79 1,10 0,39 9,40 0.00 62 5 3,51 4.99 44 391,10 383,22 00 0. 3.$7 7.22 15.26 t5 0.0125 RCP f ~ ~ r / ! / I 1 ~ ~ I ~ ~ 9
\i i ! m C N 12 9,3,5 0, O,f9 0,16 0,00 0,65 5 1.5 1, 32 385.82 38+180 380,38 1.31 6.26 ~ ~ ~ / ~ ! r / ~
~ 7.22 8.41 15 A125 RCP , . A ~ ! I i I ~ 2 3 01 1, 0.40 051 0,00 0,59 5 3.85 5, 2380,28 380.00 0.51 3.90 7.22 15.77 15 0.15 R t I~ I i ~ ~ o J ~ ~ ~ ~ ~ ~ ~ til ~ / ~ 1 ~o ~ ~ ~ ~
ua 9 5 0.5 0.09 0.17 0. 0.96 0.6 90 394.14 390. .6D ~ ~ ! I 'mJl I 40 7 Z22 6.35' 15 0 25 R ~ / ~ / / ! ~ ~ / . /
9 CB 20 0.33 0,58 0,01 .26 0 0,44 5 1.05 2.01 135 395.00 446 1,22 10. 1 0 2 RCP ~ / l f ~ ®l l ~ CB 21 0.18 0.76 0,07 0,10 0.00 , 7 5 0.72 2.73 30 ~ l ~ ) l t~, 12+09. / ~ / I / a ~ i i ~ 1 t ~ i i ~ ~ ~ 1 i~ t r~
u° 1 22 0 1. 0.25 0,06 OOD 39279 387.50 38.10 1. .31 7.22 10.13 t5 0125 RCA / . / ^J / / / ~ J / l / / / 0.82 5 1, ,55 80 392.79 367.00 388,80 0 3.87 7.22 14,74 15 OA125 RCP ~ ~ / ~ / ~ / 1.1 0. 0.02 O.~ . 8 5 041 4 9 1 390.92 386,59 382,60 2,29 8.28 11.47 15 0.0125 RCP ~ 4 / w@ / ~ ! / / / / /
U ~ S OUT / ~ 23 SNH 4 0, 7 1.41 9.20 0. 0,00 0.80 5 1. 8.52 130 386.99 7 .56 12.91 7,22 10.4 1 0.0125 RCP S ~ • ' / / l / ~ ~ ~ f ' ' ~ty~
Sb1N 4 5 0.00 f.41 0.00 / . / / 0. 0,00 0,80 5 0.00 6.52 6 3]7 ,03 375 0.50 3.87 7,22 1 87 15 0,0125 RCP ~ / \ ~ ~ ~ ~ ~ / i ~ t l ~ ~ ~ ~ ~ ~ i ~ ~
~ CB 29 C8 21 0.21 0.14 0.07 0.00 0.73 5 1.10 1.10 394.95 39212 390.95 3.66 10.45 7.22 5.96 15 OA125 RCP / / / / / / ~ a ~ . ~ . ~ ~ 1 0.18 014 0.04 0.~ 0.80 5 1.03 213 4 4.5 90.85 39080 0.51 3.91 7.22 11 5 0.0125 RCP ~ / / ~ ~ / / / J i I ~ I l
CB1 C82 0.3 4 ~ cv OD 0.03 0.00 0.37 5 0.07 221 1 394.85 0.50 374.10 16.06 1.22 15 0.0125 RCP I f / / / / ' i ' i ~ I i ~ r~ ~l ~ I i~~ . , i
2 SMH .34 0.76 9.24 0.10 0.00 0.76 5 1.89 4.09 10 377.33 374.00 37245 t.29 6,21 7.22 1186 15 0.0125 RCA / ~ / ~ j / a SMH FE 0.00 D1 0.~ O.OD O.OO 0.16 5 0.00 4.09 10 374,50 235 372,30 0.50 3,87 7.22 14.17 15 0.0125 RCP ! ~ / / / / / ~'~•t /
r~ ~ ~ ~s~ I ~ al ' ~ I ~ I ~ ~ I 11
~ H W174 W 24.77 1 000 0.00 24.77 000 0.30 5 1112.41 112.1 118 1 370.95 368.15 231 10.54 7.22 66 48 0.0125
GRAPHIC SCALE
j 50 0 25 50 100 200
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70
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0 SHEET 7 OF 25

STORM DRNNAC4: OE~GN TABLE t ` e .,Ir l 9 \ ~ ~ asr \ Q.47~_~G. ~ ! ` ! ~ L.. ° ~ ( ! / `1. V 1 ~ ~y V 1 ~ err ~ t ~ j .~7,~ ~F~ Ip
P6~E SECTION A A IMP GRASS WOODED C Tc c1s cfs PIPE L RI S OS SLOPE Y I D r 'd D ~ n TYPE " FROM TO slb total AREA AREA in I INV INV X s
1 2 0.46 0.46 0. 0,24 0.00 0.61 13.7 1,72 1.7 1 36920 365,60 365.00 0,50 3.67 7,22 10.24 5 0.0125 RCP / R88' i o~- F~~ ~`°e. x~'~ ~ a»S'--" t! ~ °°®l r+ a~349 ~C. ~ Qt
0.3 D.73 0.17 0.00 0.45 126 1.20 1.20 22 31280 369,46 369.35 0.50 3.7 8.95 15 0,0125 RCP / . 1 / t r 45 ~ ? ,t__~-, ~ \ ~ryk l ~ _ \ r r ~ r'r nor a / ~ ~ 1 ~ r ~ ( ~ ,~i r 3! ~ e \ ~ fin` e 41 11 tr.. b?4~3 AC~~ j r r'"~ ; ! t ~ pp
FE 0.28 1,01 O.i5 0.12 0.00 0,66 126 0.87 1.87 50 31280 38925 369,OD 0,50 3,87 7.22 1D, 15 0,0125 RCP r / ~ / . ! 0.394 AC. J'`^ 1 f;r ! 1 I ~ \ p j ~V ~ { ~ r'r ° 'Pt~- ~ A .J l s r I I r ! Kr t ~ 1'---L Y® 0.430 AG. / t y ~ t` ~ ~ ,rT /,-,.._.-Il, d
48,11 .1 0.00 48.11 0.00 0.00 5 123.57 123.57 88 00 366.17 17 3,41 22 35.49 2 - 42 0.01 RCP
0.3 0.31 0.17 0.14 0.Qa 0,65 5 1.48 1.48 32 31.10 3,56 0, 1.22 6.69 15 0.01 CP lr rl i Il J l~'`--'' ''r1 ~ t-i J!/ ''-~-______--___-mot 39 ~ ~ \ ~ 1 %t~ s ~S'''^ -..1„ ~ W l/ , I ~ i+ I / ~ ~ \ l -r / _ ~ \ l p! i wC~~ ~ \ t~/ `iil% ' R{ ~ it p p t . r ~ °r4 ` J ! / .rte W
O 0,79 1,10 0.39 0.4D D.6 5 1 4 44 L10 383.2 383.OD 0.50 3.87 7.22 15.26 15 0.125 RCP C o ~ ~-~t ! 0.451 AC, ssxw~zw . / 1 ~ j r' 11 ~ r--46 v ~ ~ i i~ \ C - ~ ~ 7 j ! l ~ I t ° / C5 ~ _T fl ~ 1 / l Ir A r~ i. r r s f t v . 1-_ l' ,r I I, a V'CJ q~ E.,
1 0 0 .1 0,18 0.00 0,65 5 1,65 1. 32 385.82 364,80 380.38 1.31 6.26 22 41 15 0,0125 RCP 2 13 091 1.26 0,40 0,51 O,OD D,59 5 3.85 5.49 55 ,28 360,D0 051 3,90 7.22 15.71 15 0, t RCP ~ r I r ( ~ t 1V I T t ` 4b r It ! kp / ! ` ~ L ~ 1 / ~ i 1 ° ~ ~ r I 1 I 1 0.3&9 AC. I II I I ~ 1 iJ$ (A ~ ~ ~ 1 1 / r f 1 / ~ ~ ~
8 CB 9 025 .25 0.09 0,1T D.00 0.53 5 0,~ 0.96 90 394,14 390,40 38&60 200 7,73 7.22 6,35 15 0,01 S RCP ' l• ~ I i ! i ~ 1 ~ i I ~ p 1 r ! rat' li 02 ` 44ii. / a / 1 . I • 1.1~-' - ko' ~ ~ 0,390.80. T r ® f t ~ 1 r / /j f F 1 ( 3 I r
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2 CB 3 0.1 D19 D1 0 ,71 6. 44 0. .83 380.60 380.40 0.91 5.21 1,22 5.49 15 D.Ot RCP r' CB 0.49 0,68 0.21 0.18 0,00 0.58 16.2 0,93 1.37 202 384,83 380.34 369.45 5.37 1267 7. 6.02 15 0.0125 RCP ; ' --~1 ' 1' rl rl r ~ ~ .R.&. IONr ~ ~ 1 ! ~ 0.345e~~ x~ ~ irk ! - ~ _ ~"„r,"~
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5MH FE 47 D,~ 4,33 0.00 0.00 0.00 0. 5 16.2 O.OD 8,94 18 361.50 .11 1 4, 7 7.22 18,64 15 0 1 ! ~ ="'~;'R.'1~ t i ao~ J / , J ~ ~v.. % I / / / rrrllh~ ~ '7k-->: , ~ ~ . I rear .'f ~ 1 i ~ ~ i ~ 1•f` t rf,rrlr , v-c_~ . s
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SMH 7 0,00 1.20 4.~ 0.00 0 7 40 10 347.50 345.1 345.OD 0.50 3.87 7. 15.12 15 0.0125 R / I
9 CB 0 0.66 0.66 0.32 0.35 0.00 0. 1 5 29 30 371.85 364.05 363.90 0.50 3.87 7. 1248 15 0.612 R ' 0 CB 1 020 0.86 0.12 0, 0,00 0.69 5 D.97 3,89 168 371.85 44 13.87 722 8,61 1 0125 Rq' / ~ I .,r.~.,.G' •''rrr° . ~ ~ ~1~ n ~ ~ Ve ~ ~ ~
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9 0 .55 0,16 0.16 0.39 0.00 0.49 5 1.96 1.96 .50 383.10 3.OD 9.4 7. 7, t5 0.015 RCP ~ - - - .1,., ax t i ~ .~>r6R~.. ~"C ~ 1.' 1 ~ ~Pd,Ot.R.~ ZONE' 1
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a ~ A 1 I V I I I I It t I ~ 1, ~ '1 I/I 1 1 11 1 )rr e / I r ~ I ~ ~ J ~ r II 1 1 1 r, 1 ~ 1 r 1 'J ? p a E I I I i t ~ ) 1~~ ~1 , 1 I ~ I 1 a ) , ,~j ~i~ ' , ~ CONSTRUCTION SfQUENGE fDR iNSTALi.A71DN OF PIPE ACROSS CREEKS
1 ~ a r i I I ?IIII I ~ ~ ~ .7 I,~~ A 7 +v~, r~ f ? 1 I t I 1 t ! f ` 9 r I r ' o • 1 1 1 1 X 1 1 1 1~ ~ A l~ 1 1? 1 ' (I I ~ ~ / 1 ( rr r r I ~ r +r ~ aoa / 1 1 I I 1 1 1 1 r ` I ~ i , r '~rt, I e r a l r l V 1 1 1 1 I I V 1 ~ I r ~ l / ~ 11 \ 5g 'l ,ti~- /~.~r® r ~ , ' 1. UPON REClEP7 OF THE GRADING PERMIT, INSTALL ROCK CHECK DAM UP
a t rr / i ~ i ' 11 j ~ ~ °T't I.u .l. ~1. r r Ill ~ jr' I I I I I I I ~ R'C' i % ' ~ i / 1~' ' '~ssxwa~o ~ • J / STREAM OF THE PIPE CROSSING 70 OAM UP CREEK FLOWS, CONTRACTOR
4 r r I / r~1 I I r 1 1' 1 t 1 1 1 I l l y f ,-i J? I I I r l l 1 1 r r 130 i ~ ° a . ~ I r l l i 1 j I (1 1 1 1 1 .~b I~4 Ll'I` k''. I'~'.1 ~ I I t I I / r i \ b `'~ssxw~s - • ~ SHALL PUMP EXf5T1NG CREEK FLOW AROUND CONSTRUCTION AREA, ~ ®s ~ ~ ? t ~ 2. INSTALL ALL SILT FENCE AND TREE PROTECTION FENCE IN ACCORDANCE
a w.,~ , r+ r l I ~ r r ( ~ (1111~1~~ ~'EII v,~'' ~ \I ? ~ l r 1 ~ I r r' ~ 1 ~ i r r r ~..1 I I I I I ! 1 111 II II j X11 I I ,•t°~1 ~ I l i l l i t r/ I rr / c _ 'v ~ / „ ~ / , ~__-~';r< N1TH CONSTRUCTION SEQUENCE FOUND HERE ON.
a rr r rr r~ ~ ~ I dil~~ d j1~6p1, ~ 1'?I~1 I I II I _ , ~ A ` r i 111 ~ ~ I ~'3 I I 1~ ~ G 1)/! i I I I 1 1 1 1 1 r r / ' o i r ~ o - i ~ ~4 / ~ ~r...r 3. REMOVE ALL VEGETATION ANp TpPSOII FROM THE AFFECTED AREAS. ` ~ ~ s~ ' ~-,,r! 4. REMOVE AND REPLACE ALL UNSUITABLE SUBGRADE MATERIAL AS
l r r I t I l a X1.1 4 ~ I' 7{ l I t 1 1 1 I ( r _ ~ I I j l 13 1 ~ I I I 1 1! 1 1 1 1 1'~ 1( ~ 1 1 ~ I 1 1 ~ A rl / ~ 35 ~ l I r 1 I i I i 111 t I~~ } ~ )r' / r \ " ~ > ' ~ DiRECTEp BY NC PROFESSIONAL GED TECHNICAL ENGMEER. ~ e f ; ~ w`', ~ ~ 5. INSTALL PIPE AS SPECIFIED pN PLANS IN AGCQRDANCE WITH CITY OF
r , ~ t ? I I i I I I I , 11 ~ ~I HIV , I ~ , 1 d t ~ i ~ 4 ~ ~ 1 ' i r ~ 4 I I ~ E 1 1 • II ~ ~ I i ~ ~ ~ ~ ~K~ie9 ' i r 1 i ~ ~ 1111 ? I ~ I ~ 1 I I ~ ~ ~ ~ ? f ~ ~ r ~ t / ~ J / ° RALEIGH STANDARDS AND SPECIFlCATlONS. ~ x ' ~,rr~ ~'•i ~ , ,i 6. UPON COMPlE110N OF THE PIPE INSTALLATION BEGIN ADDING Fill
r r ~ ~ a 11 ~ I 1 i ' I ~ I , ~ r / ~ ~ ~ t~ ~ ~ 1 I 1 1 I I i I 1 ~ I ) ~ I 1 ~ r" ~ ~J~ / r t l I . t ? i ~ l ' ~ 1 ~ ' ' i ~ ~ ` ~ 1 MATERIAL AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. 1/ r° ~ s°/ ~ 7. SEED ANp STABILIZE SLOPES AND SHOULDERS UPON COMPLETION OF
r r ~ e 1 t I \1\~1 ?1 I a { I ~ ~ ~ e r / I ~ ~ l ' ° EARTHWORK ACTIV1i1E5 ADJACENT TO THE STREAM.
r ~ ~ t ~ t 1 1 , r ` ~ . 1 r ~ / ~ % ' ~ 'i ~ e 1 t ~ ? r~MO` i I ~ I A ° I I ' ' \ t I ~ r r ~ i . r I l / r / ~ 4x1 ~ l I i ~ w ? ~ '1 I It 1 I V t ~ t / r , ~r ~ t~ ~ . ~ t I r r ! Y ~ ~ i /,l J/ ; /'rrr 6. COMPLETE THE INSTALLATION OF ALL OTHER IMPROVEMENTS DIPiCTEp r ® ' ~i 56,-~ ~ / ON THE APPROVED CONSTRUCTION DRAWINGS.
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+ ~ / r ~ ~ ~ I I i 1 I N~ 01 41 ~ ~ ~ \ ~ ~ 1 ~ ~ ~ I ~ / ~ / / 1 ~ I ~ 1 y' U') r I , ~ ~ 1 I I i e' i f I t'~' I tV. N' ti e"'~ > I ' S ~ ~ ` ~ \ ~ ~ s I ! ( / ~ i i/ r' i I ~ 1 i ~ ~ ~ ~ 1 t 1 LLJ r r / ~ V ~ ~ ( ~ I 1 !R' 1"` 'i,,,, .r. ~ ~ e ~ a 1 I ! ' ~ ~ ~ I I ~ ' J-' f ~ i ~ LEVEL SPREA[?ER SCHEDULE
~ r 1 ~ } 1! 1 ~ r I I a k`I Qi• ~ i e V ~ ~ ~ I j, 1 1 s ~ I / ~ ~ e ~ r I ~'al e ~ ~~~II ~ ~ ~ 1 ~I I r 38 ~ 1 I I 155 ~ i ~ STRUCTURE Q10 =LOW SIZE (W x L) METHOD 2 FOR QUANTIFYING 1N EXPORT FROM RESIDENTIAL/INDUSTRIAL/COMMERCIAL
r r r r ® t ~ 1 1 1 1 1 f 1 t I I 1 ~ ~ ~ ~ 1 1 1 ~ / I I t CO r ~ i r l I i t( t ~ z 1 \ e~ ~ I I 1 ~ ~-1. ~ ~ I I / o , . , ` \ } 1 1 I t a 11 ~ ~ ~ ~ > > 1 t 1 I 1 ? 1 ~ ' ~ ~ ~ 1 1 I I r r ~ I I I I r ~ % _ ~ , ~ FES 2 2,02' CFS 10' X DEVELOPMENTS WHEN FOpTPRINTS OF ALL IMPERVIOUS SURFACES ARE SHAWN ~
o ~-w.,. ~ e Ip~ , i. 11 ~ 1? 1 1 , r , I i l t ~ I I i _ ~~'II ~ ~ l r r I A p t ~ I ~ ~ ~ ~ r r ~ I I i I r I III ll t 1~ 1 1 ~ ~ \ l cu ; r ; ; ° ' I ; ~ ~ 11 A 1 r l 1 11 1 ' ~ ~ > > 1 ~ ~ ~ , I I , 1 03 l , , ( ! I r S ; ',1 } 1 ~ ~ ~ - _ ~ " ~ FES 5 3.70' CFS 10' x 48' (z} (3) (a) (5) ~r _ ~ r,r° TYPE OF (LAND COVER ATE TN EXPORT TN EXPORT TN ~`XppRT
' r r r ~ ~ ~ I I I I 1 ~ t1 I r~ II ~ < ~ / ~ ~ ~i ~ ~ 11 1 ~ ~ ~ ~ ~ ~ I 1 I ~ r ~ t t c~ r r d ~ ~ ~ t I I 1 I I1 II I tilraf I~ 1~ } ~ ~ ~ ~ > ~ 1111 1 ~ \ ~ ~ ~ \ ~ ~ ~ ~ 1 I ~ I ~ ~ r ~ c 4 I r a r ~I t ~ ? I r 11 I l 1 1 1 1 1 1 1 ~ 1!, i1. l A I/ A\e ~ t 1? i 1 d t ~ A ~ ~ ~ ~ J I i I I t ~ ~ / ,~~'l , r FES 10 4.J9' CFS 10' X 65' AREA COEFF. BY LAND USE FROM SITE / (ocrea) (ibs/ac/yr) (Iba/yr} (Iba/ac/N) ry
r a r r ~ 1 1, i t f r r 11iI i I !I t i n t 11 1 ~ ~ ~k~ . V\ l a, ~ e 1. A` ~ ~ I I , r 1 1 1 d _ . r ~ i f I I~ I ~ ~ i ) ~ l ~ ~l t ~ V ~ ~ ~ ' ~ v 1 I I ! r r r } ~ ~ I I . ~ I 1 i ~ ? \ .A \ V ~ ? ~ A ~ ~ ~ I r r 1 t t 1 I IIII ? ~ I ~ a 1 ~ 1 ~ . ~ e~ ~ ~ I I I) t~ r ~ I tt 9~ m ..w r r r i? t i I I I ~11~1 Ii IIII 1 r i 1 ~~11 t 11~ ~ ~ A ~ ~ A r l 1 1 r a r 1 ~ FES 13 Permanentl W ~ ~ 5.49' CFS 1 ~ x 75 y preserved undisturbed ' open apace {forest, unmown meadow) 15.78 0.8 9.47
r ! r , 1 ~ III ? ~ III I , ~ f r.,.~-t-t V 11,' ~ ~ ~ ~ ~ ` r I t ~ I ~ r 1 1 ~ e ~ ~g V A ~ - o ~ / r r ~ I ~ t I,j~l ~~~I~~11~4~~.~ ~l~ ~r ~....-1~Vi~A~~ 11 \ A t ~ a ~ ~ 1 r 1 1 lll~l~, / ~ ~ ~ ~ ssls 7 r 1 Q~ I I f ~ I 1 ~ 1 1 1 1 ~ ? r l e t I r A\ t r ~ 1 _ _ FES 25 6.52 : CFS 10 x 95 7 Permanently p~ggg~~ mono ed - FES 34 4.09(CFS 10' x 55' open dace (gross, londacapng, eta) 39.28 1,2 47.n
t I f IIII ~ I I I I ~ t 1 ~A .4 oy~ 1 v J ? ~ r / r , / / \ ~ . ~ ~ r a R 1 . r r l ~ I I ~ I ? 1 ' t , 1' ~ ! \ 111 i t V ~ ~ ~ I r a l J 1 ~ / \ ~ V A ~ ~ _ FES#38 3.87' CFS 10' x 52' Impervious surfaces (roads, park(ng
r t I ~ r I r 1 1 1 I I I I l i l I I t' a,~A ~ ^c 1 t ~I ~ bs ~ ~ ~ r I I I ~ o r I 1 v , I , I ( I I ~11 111 11 '11~~~ t, ,1 ~ 11 t .II a ~ t ~ , ! r 1 ~1 ~ ~ ~ ~ ~ (i'- e 7 r < ~ + I t (I ~1 I I 9,11 i~+? 1 ~ V~ >G"~"~ 1~~ ~~1 t: smea ~ ~ e \ a 1 ~ r 1 / ' . ~ ~'t'7, r, J r ! I l I ? I ~ r I ? } ~ 11 I I 1 1' 9 1 A ~ ~ ~~e-~`-°.,~,2;~ r::' ' 1 ~ ~1~ 1'11 ~ ~ ~ ~ ~ ~ l I / I i ^ ~ A ~ ~ ~.....,W DENER~ GENERAL CONSTRUCTION NOTES: Fr=$~41 1,50. GFS 10' x 20' aot~09dre ys, roofs, paved atoroge 15.03 21.2 316.84
r 1 ~ 1 ~ Il ~ . ~ e \ ~ / r , Ira V ~ ~ `"`-r- o i II 1 BI I I } Iil~ ~ ~ V ~ ~ \ e ~ ~ ~ l 1 i ~ l l J I l l ~ ~ ~ ~ ^''r , o"r ~ I Ia I iI ~ I i I Iii?II I?II! IIII!\ ~ 1 ~t~~~~~ ?1 ~ ~ ~ ~ ~ / /i,r~rrrrr~lill~~ W,~._- ? 1. ALL 1. ALL CONSTRUCTION SHALL CONFORM 70 THE CURRENT CITY OF RALEIGH AND FES~52 4,48 CFS lO' x fi0' Total 70.07 ....:..::::..:....:..:.....375.22
~ rr"r n I a a a1 p J I Jf! ~e i I? 1 1 1~ 111 11 , I 1 1 1 ~ a t~~ . I I I ~ ° ~ ~ ~ ~ ~ UJ ~ r J r I r r 11 r, A~ s„ ~ - NCDO7 i B t !a I I 1 1 I I I 1 ~ u ~ 1 1 ~i~~ ~ r I I ~ ~ti NCDDT STANDARD DETAILS AND SPEGFlCATIONS. FES#5S 5,40 GFS 1~ X 7O
~ e° a t t a l a , I~ J ~ tl I~? I I I I l i f l l I, 1 1 1 1 t~ 1 1 ~ ~ V ~ ~ ~ n r r r r r 1 1 1 (r I' ~ 2. ALL / , r~ ar 1 , a I 1 , , ~ ; ~ I I I I I I~ I I ~ 1 ~ ~ ~ 1) ~ \ }~l . ~ ~ 1 ? I ~ ~ ~ 1 I r I r , ~ ,n~~_ ~ ' / ~ r! / ~ ! I ~i ~ ~ ~ 1e1i 1 ? I i i 1 ! it l t 111 1 l i t~~^~__ ~ ~ e / ~ ~ ~ 1 ~ ~ / r r r r ~ 'v ~ WTiEi 2. ALL CURB AND GUTTER SHOWN DN SITE IS STANpARD 24" CURB AND ~ ~ Average for Site (w/o reductions) 5.35 ~y GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL 6E STANDARD 30" FES~61C 6.$1 CFS 10'` x 9Q' w W
~ n rP / I r I 1 ~ - ~ . ~ s,l ~ i ' ~ 1 ~ r / r r r . CURB ~ , t rt r a r I/ I I l I 1 { I~ I l l } i{ 1 I~ 1~ Lo 1 I 3 1 I I 11111 ~1 ~ . ~~1,?~~~~~ > > ~1 ~ I t j 1 1 ~ ~ ~ /rrli/,ljlrr~/ I > ` ~ /r 3.AC CURB AND GUTTER. , Avaroge for 51te (w/ reductions) 5.35 ~ 3. A COMPLETE COORDINATE LISiiNG AND AUTOCAD RELEASE 14 DRAN9NG FlLf FES#fi5 2.0$' CFS 10 X 3O' ' r MS
/ t /I / /r °'*'°'a ~ ~ 1~ I 1 I ~ 1 1 1 1' ~ \ y (e a 1} 1 A I ' 1 I 1 V ~ / / / I ! 1 ~ / - O / t r Ir ~ I ~ I I 1 1 1 1 1 t 1~ 1 t q 1 ~-^w.,, ~ t ~ ~ 1 I 1 t~ ~ . `rC ,r i f, rr , r~ I~ r a ~ _ ? _ ARE A' I t i r / . I~A 1 ~ 1i 11 1111 t ~ \ 1 ~ ~ ~ r1 r 1 _ r r e~ 1 ~ I t IIII? I ` - ~a ~ a y 1 l \ ~ r r i r r ~ r i ss"' - ~ 4. THE c ~ r /r 111 I I I 1 1t11I~ 1 V ?Iia1 ~ ; 1 t I I ro• , / r f~ r, , , 1 v ? GRADIN ARE AVAILABLE UPON REQUEST FROM THIS FIRM, , , NC Weiland Reetarotton Fund Payment (5.35-3,6 x 70.07 = #40,485 F 4. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT Df FES#fi8 1.04; GFS 10 x 20 ^ (J /H
/ 7 r I 1 ~ I 1 ~ I V '1 1 r r r~ l ss~ as / ~;o~ ? ~ I l I 1 ~ 1> t 11 I ? I I . ~ ~e 7' la l ~ I I ' +t , \ ~ r 'r) ' i r t / I a-'c-~w~.ae..~w..,_.... _ LOOATI GRADING ACTIVITIES. CONTACT ULOCO AT i-800-632-4949 FOR FIELD FES#73 4.40 GFS 10 X 60' N01E; PAYMENT TO NC WeTi,AND RESTORATION RIND WAS MApE tI~E LITRE M-~1 LOCATIpN DF UNDERGROUND UTILITIES. DEVELOPMENT WITH THE ISSUANCE Of PHASE 1 I~iADING PERM ~
+1 o i i ~ "rte / ~ ' i I ~ I ~ ~ ~ 1 1~~ ~ A ~ t t ~ 1 ~ , / ~'+Y r r / /r/N'~. ~ ~s~:..,. 5. ALL cl ri° /i / r e ~ I 1 I ~ ~ ~ i ~ ~ A ~ ~'I ~ 1 ~ ~ ~ / r r 1 ~ ' l rm i s ~ , ~ I ? r r ~ I I I I 1 1 , t ~ ~ , i ~ \ ~ r r ~ ' r r „ir: ` - ON PL ON PLANS ENSIGNS SHOWN ARf TO BACK OF CURB, UNLESS OTHERWISE STATED ~ ~ ~
c ? ~ .i' i'S^ ° ~ i r r )t ? t ~ 1il I I \ a I 'I ti ~ ` ~ \ ~ ~ r r 111 / - ~ 6, ALL .N t ? r t ! t / r / ~ 1 1 1 I 1 ~ ! I t e ~ ' 1 l ~ 7~`~ r / ~ r ~.~,.r t ~ / t r I I f ~ ~ l II + ' 1 ' I t ` ~ r ~ ~ 'e SMEET In ~r t ) ~ 1 1 I I 1 ~ I (yh ~ I I 1 1 11 1 1 t t ` ~ ~ r r .~rf r/ 7. THE SHEET 2AVEMENT ON ATE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON s~ e\ \ h~
c , ° is r t ~ I J I 1 I I .6•,ry~ °a yTA ~ I ~ 1 ' \ t V - / r rr I ~ r s s~ ~ ~ ® ~ 1 t r ~ ,t°I i ~ ~ fN111 • I ~ 11 1 } 1 } ~ e ~ _ ~ / . f POOT, 7. THE SLOPE pF HANDICAP PARKING SPACES SHALL NOT EXCEED 1 4" PER ~ FORT, THE LATERAL SLOPE OF SIDEWALK SHALL N07 EXCEED 2~.
sir'" tt i 1 ~elr i 1lf I I ~ B OBE 5 1 I 1 ~ s ~ ~ ~ _ _ i~ r / ~ i/ & UNL W \ ' ' ~ t ~t a 1 I I ~t 1 rY I ~ ~ ~ I I ~ ` ti...~:. !r I ~ ' ASPHA & UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP DF ; ASPHALT OR FINISHED SURFACE, '
~ II I w1 1 - rl u~ e t tt / 0 t ~ 1 1 Itr,~a J I I 1 1 0 . r 1 A . i t + 9. SEE I ° t / t -tt I I I 1 I I I 1 ~ I ) ~ ~ ~ 1 - _ Ir ! I . 9. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INpICATED TO BE ~ ~ 1~ PAVED OR PLANTED, UPON COMpLfiICN OF GRApING ACAVi11ES. USE REBEL 3 ~ V 1
W / % q a~ s/ t t ? ~',J~ I j r 1 I I I j I r ~ ~ " .U t{ ~ 1 ~ ~ ~ _ _ k a ~-..rd I L~l PAYED 0 t L I I 1 1 .rrr°-" r-" 1 1• ~ i X 1 1 r / , y/ o °~/I I f I ~ ' % / i I t \ ' \ ~ - _ ~ I/Of I FESCUI a r . r r ~ I i 9 r ~ i' / t ~ 1 ~ ~ t sepme _ _ _ ~ r 10. SEI FESCUE IN ACCORDANCE WITH SfEDING SCHEDUL>r ON DETAIL SHEETS. 10. SEE ARCHITECTURAL PLANS fOR BUILDING DIMENSIONS AND FEANRES. `--r
~ I r ~ t fY ~ r 1 La r a ~1 / ~ " 1 1 11 1 ~ ~ ~ A W ! r , f tt tt fG-~ rr r r i 1 / r'M~. r a rr ' - t,~ rs/ ~ /1 r? ~ ~ ~ { 1 1 ' _ _ ____'.-,G i ! .-r 91, SEI v r I t / t r r >f'1 / ~ r I r~ i , ~ ~ / ~ } t I ~ 1M ~ e \t fIREtIN 91, SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BACKFLOW PROTECTION ON T ~ r `I flRELINES AND PIPE SPEGFlCATipNS pF FlRELINES.
i l ~ ~ e~ ° ..J„ i, ~r l t 1 ~ l a ~ ~ ~ ~r ~1 I ? l A A ~sg~ ~~....`..-..b...t -y 12. THI c a r._.. _ . ~ / t y I r "ss 9U7FN.6 Nt2an • _ i o r ~i/ e~ % / . 4i ~ I ~ ~ ~ 1 4~ •1t ~ ~ t 1 l ~ ~ ~ 0 _ ..1_.c; 13. AL 12. THE TOPOGRAPHY MOWN WAS FIELD LOCATED BY RICE AND ASSOCIATES. 13. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM
a e, r% .i' r , 1~1 ~ t t ~ ~ - - _ CENTEf / e, t / ° '/f , ~ 111' 1 I t 1~ ` ti ~ ~ _ - 14. CO CENTER OF MANHOLE TO CENTER Of MANHOLE, ~ 14. CONSTRUCT ALL SANITARY SEWER MANHpLES FLUSH TO FlNAL PAVEMENT ~
a t ~i ® A , t y, i tt ~ t i t S 1 ~ A _ GRADE ~ I / v, i, !Vt r 11~ ~ ~1 1' I 15. SE' GRADE OR AS SHOWN IN NON-PAVED AREAS. t"'y 1 ~m } ~a
N t / s I ?1~I I AND O, 15. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" LINES AND 0.5% ON 6" UNES. CLEANOUTS SHALL BE PLACED AT 5D'INTfRVAL5 AND
c I ~`.e r /r e ® 0 1 a I j p 1 AT BEP r~ , m L ? , I ~ q ? > r ® ` \ ~ ? 1 ~1 ~(4~ L~``,~ I BEARIN AT BEND POINTS. ALL CLEANOUIS IN PAVED AREAS SHALL Bf APPROVED LOAD BEARING TYPE
° 17, CO 16, WATER MAINS SHALL WAVE A MINIMUM 3' OF COVER. 17, CONSTRUCT ALL FIRE HYDRANTS WiTH BASE FLANGE SIX INCHES ABOVE
FINAL ' 98, CO FlNAL GRADE. I 96. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL 'r
W 19. THI 19. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL
STORM 0 20. TH STORM STRUCTURES, 100 BACKWATER GRAPHIC SCALE 20. THE 0 0100 WATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ~
c- ACRES a 21. CO i ACRES DOES NOT OVERTOP THE ROADWAY. ~ 21, CONTRACTOR SHALL MARK THE LIMITS OF THE NEUSE RIPARIAN BUFFER WITH 100 0 50 100 200 400
c ORANG rn FEET C ORANGE TREE PROTECTION FENCE IF THERE IS ANY CONSTRUCTION WITHIN 50 FEET OF THE EDGE OF THE BUFFER,
U)
( IN FEET) OF 1 inch =100 ft. SHEET 1 6 O 25
ci
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