20040026 Ver 1_Site Plan_20070219

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JL.,dviu tv r'. ivnf` ,V~ndJ wUUV:J L iL ~~t'~ V~:J'~ Ii,L~ a~~ul V:, US ~L'JrL l i U:L'L'J UlISGI (i i'i I'C , 1:;, i:. :_J~,. i_n,: ..,r TO sub tatol AREA AREA AREA SUB min 5U8 TOTAL If EIEV INV INV 7, s in ROLESVILLE: WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS. ~ o / 'nf~ \ , ' ~ ) r 0.349 AC. f! ~ lj
2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE AND ;B 1 FES 2 0.4fi 6.4fi 0.22 0,24 0.00 0.61 13.7 1.72 1.72 131 375.75 365.68 365.00 0.50 3.86 7.22 10,25 15 0.0125 RCP ASSOCIATES: AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY ;p 45 ~ ~ ~ ~ 0.433 AC. ~ - I ~ i
°B 7 7 . 7 1 1 1.2 .5 0. 1 037 722 1 01 OF BOUNDARY, TOPOGRAPFY AND PFIYSICALLY LOCATED FEATURES. CB 0. 3 0. 3 Q1 05fi 0.00 0.45 2.6 .20 D 27 373 5 37 5 37 , 0,52 3.94 8.88 5 0 25 RCP IU 3. ANY DISTURBANCE OF MORE THAN 12,OOD SF REQUIRES THE ISSUANCE OF A GRADING if V 0.394 AG, o ~ . c jf ~ ~ /\i ~ ~ ~ ~
°B 4 FES 028 1.01 0.15 D.12 0.00 066 12.6 0.67 1.81 52 313,55 37D17 370.00 0.52 3.92 1.22 10,50 15 D.0125 RCP pERMIT BY T1HE WAKE COUNTY INSPECTIONS DEPARTMENT. _ _ r _
':.W 6 NW 7 46.11 46.11 0.00 46.11 O.QO O.DO 5 123.57 123.57 75 368.00 363.00 6.61 7.B5 1.22 35.49 12~ >t 6~ 0.6125 GQNSPAN 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFF.I< WILL REQUIRE PERMITTING BY NC OWQ. R~ ~ °B C8 0.31 6.31 0.17 0.14 090 0.fi5 5 1.48 1.48 35 390,75 386.25 386.08 O.SO 3.87 7.22 9.61 15 0,0125 RCP 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE OF A IF PP 6 O 1
CB FES 10 0.79 1.iD 0.39 D.4D 090 U.62 S 3.51 4.99 44 390.75 38322 383.Lb 0.50 3.87 7.22 15.26 15 0.0125 CP NATION WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS. ~ 15 5 ' - ' - r 46 i f 6.451 AC. ,r ~ ~ p~ rn - N 1, O '.'.,_~o ~ I r4~~ - ( , ~ p a c°a I w
6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILA91 - oR Q 9 5 uH ea ::B 1 CB 12 0.35 0.35 0.19 6.16 0.00 0.65 5 1.65 1.65 35 386.65 382.15 380.33 520 12.47 7.21 6.49 15 0,0125 RCP UPON REQUEST FROM THIS FIRM. ~ ~5' P~ _ '~~f1~+ _ ~ ' A ~ p ~ a.3ss Ac., _ 11. yOO~ ! 38 r; / ~ ~ Fa ~ ~ z
'B 2 FES 3 0.91 1.26 Q.40 0.51 0.00 0.59 5 3.85 5.49 44 38$.65 38023 380,60 0,52 3.95 712 15.70 15 D.0125 RCP 7. THE CONTRACTOR SHALL LOCATE ALL U1ILITIES PRIOR TO COMMENCEMENT OF GRADING ~ 1g g' ~'g.i ACTI>n ilE CO TACT LOC AT 1- - -4949 F FlE 7 F N R R ND ~ ko q ~ / ~ r S. N U 0 HOD 632 OR LD LOCA ION 0 U DE G DU 5 ~5B• IEUR. p oFE.- ~9 8 CB 19 015 0.25 RD9 D:17 0.00 0.53 5 0.96 R96 94 395.00 340.76 389.93 0.89 5.15 712 7.40 15 0.61?3 RCP UTIUTIES. ~ ~ ~~'+.tiE~T ` p . t ~ATER SEANCE y ;was ~ 0.390 AC. / ~ ~ ' /
' 9 C8 20 D.33 0.58 D.O7 0.26 090 0.44 5 1.05 201 135 394.08 369.03 388.64 0.88 5.14 1.22 9.76 15 0.0125 RCP 9 ~ 1~ x _ r c B. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITE'J nQ1-'' r'~ g 1 H ~ I ~,,J / ~ ,,d 6.451 AC. r ` ~ y I,~ m ~ 0
3 20 CO 21 0.18 0.76 007 0.10 0.00 0,57 5 Q.12 273 3.5 392.9 388.4 388.37 0.50 3.87 712 12.11 15 0.012 RCP IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. ~ 4 ~ !'B 21 CB 22 0.31 1,07 0.25 066 0.00 O.B2 5 1.82 4.55 82 392.79 388.21 386.52 2.12 7.97 7.22 11.24 15 0.0125 RCP - - pith T ,w. . f -
9. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 34" CURB AND GU! it - 01 \ / , ;A 22 CB 23 0.08 1.15 0.06 0.02 0.00 0.78 5 6.44 4.99 142 390.92 386.42 382.fi0 2.fi$ 8.95 7.22 11.14 15 O.Q12S RCP y w REFER TD SECTION DETAILS ON SHEET 2. t h, , f :.B 23 SMH 24 Q.27 1.41 Q10 D.O6 0,00 0.80 5 1,53 6.52 133 387.90 38250 375,16 5.52 1284 7.22 10.76 15 0.6125 RCP 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED DN ~ 41 t < ' s ~ ~r`tvv_,~ 14 ~x ssuH~g7p ~ ~.E , ` :~oj ~ ;l/ 0.437 P,C. ~ ~ ~ ~ W
H 24 FES 25 D.00 1.41 O.DD D.OD 0.00 0.80 5 0.00 6.52 12 377.50 315.06 375.00 0.50 3.87 7.22 16.87 15 0,0125 RCP 11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS ON y:. ,~'W ~ RE xroRaHT E in;} RE HY67ANT . ~ ~`~y I~ p176 CON7RACT°R SHALL ~ \ \ / / / f / Imo' r~r) 1i I i. ys-2 EMO~ a' eYLOAwy~ ~ „8y Oni rl,~~,-g• ~ \ / / / / \ W A~'~ ~t r~„7
0. 1 . 1 .14 Q:07 .60 .1 5 1,1 1. D 9 .45 390.95 3 . 5 .11 1 . 4 7. . 5 1 .Ql r R 12, TIRE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER F^^' C~ ~ ti' 29 CB 30 2 62 0 0 0 3 0 1 35 3 5 . 896 3 05 22 59 5 0 2a CP , J' - J i I y I I ~ 1~ ~ ~ i L I ~ uS O O H
l;G 0 CB 31 0.18 0.39 0.14 0.04 6.00 0.80 5 1.03 213 57 395.45 38955 389.26 0.50 3.87 712 11.10 15 D.6125 ACP LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2q. r 13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF / ux aT•,/' CB i CB 32 0.03 0.42 D.DO 0.03 0.00 0.37 5 0.07 2.21 195 394.5D 389.16 373.16 822 15.68 7.21 6.65 15 0.012a RCP FINISHED SURFACE. I - _ -4;3)0
I;B 32 SMH 3 0.34 6.76 0.24 0.10 0.00 0.76 5 1,89 4.09 122 377.33 373.06 372.45 0.50 3.87 7.22 14.17 15 0.0125 ACP 14. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER Gi JH 33 FE5 4 0.00 0.76 0.00 0.00 0.00 0.76 5 0.00 4.09 10 374.50 312.35 312.30 0.50 3.86 7.22 14.18 15 0.0125 RCP MANHOLE TO CENTER OF MANFIOLE. ~Y
4 1 - 15. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FlNAL PAVEMENT GRADE OR ?5 ~ J 5 CB 36 D.41 D.4 D.D9 032 0.00 0.44 10,6 6.72 D.72 35 39257 388.01 387.89 0.52 3.94 7.22 1.34 15 0.0125 RCP / ( i ~ ~ ~ O W F- I , i 56 ! 57 t f ^ ,.-o r>~ N+~' ~,~m .art w a w y f I f ! r•' \ y~PG ~ ' O u3 rn
6 CB 37 0.19 6,$1 0.04 0.15 000 0,44 10.6 0.33 1.05 186 392.15 387.79 382.82 267 8.93 71Z 612 15 0.0125 RCP IV SHOWN IN NON-PAVED AREAS, / 1 R - \ ~ I~~ & s, 10.345 AC.I 16.346 AC. '0.347 AC../f 1J 7 ~Q~./U`~1 <\.--4P0 _ ~ i. i~ c~ .-I
7 CB 7A 0.24 Q,84 D,05 D.18 6.0Q 0,45 10.6 0.42 1,47 27 384.44 39272 382.59 0.50 3.81 1.22 9.65 15 0.0125 RCP IV 16. SEWER LATERALS i0 BE PLACED AT A MINIMUM SLOPE OF 1% ~ /7 9 A FES 8 0.28 1.12 6.13 0.15 0.60 0.60 10.fi 4.65 2.12 57 384.40 382.49 38210 0.50 3.87 1.22 11.07 15 D.0125 AGP 6 LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND t. / / ~ , CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING , 4, ~ ~ ~ • a I ct aye 0.346 AC.'i I f ) i J \ G~ n.~- - ~ a CrJ x Q1 ~ w( s''<< I I iCEDAR R/DGE SU8D11/1S/0NJ r `J~ ! J ~ ~ S~ QJ~
B 9 SM}I 0 022 022 0.22 09D 4:00 0.95 5 1:50 1.50 121 381:50 382:98 373,15 8,15 15.61 7,22 5,76 15 0:0125 RCP 17. WATER MAINS SHALL HAVE A MINIMUM 3' DF COVER, ~ ~ px ~ I ~ PHASE 1 ~ ~~s a ~ 't f~~ .•s.a+~~ ! LQTS SHOWN J r,! . J/~/ \ ~ \ ~ • \ \ `0.345 AC 11
sIH FE5441 6.00 612 9.00 Q.OD 049 0.95 5 9.00 1.5Q 8 376.00 373.05 373.09 0.60 4.25 1.22 9.38 15 9.0125 RCP 18. CONSTRUCT AlL FIRE HYDRANTS WITH BASE FLANGE SIX INCHE ~ `s. 19. TH CONTRACT R IS R-SP NSI - F R IN URIN POSITI RPd`;;:ci. - .1O U~~ ~I I ~ ~ J 1. WAtCE COUNTY REGlS7PiY f fr ~ ~ e 17~
42 GB" 3 Q.19 6.19 0.12 0.07 6,00 0.71 16.2 0.44 0.44 27 384.90 380.33 380.20 0,50 3.67 7.22 6.14 15 0.0125 RCP E 0 C 0 BLt 0 5 G VE D / '='r~-----~_ STRUCTURES. 8 43 CB 9.49 0.6H 921 026 0,00 0,58 16.2 0,93 1.37 211 384.99 380J6 369.55 5.00 12,23 7,22 6.10 15 9:0125 RCP 2D. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON ~ / XI ~ ~ ~ 'r • ~"F , 5&2'i 9 ~D ' BD+4~ 117 ~1 PG 2557 ! ~n„ / i/ t ~ ..fi ~ w 1 SuE.,S ~ 4 0.355\AC.; / 345 AC.. / f111`"' ~ g5 65 65.96 S/~ \ J I ~ _u.:,49 h~ ~xa:,,~s~. ~ i
;Ia44A C8 1.$2 230 0.30 0.67 0.$6 0.38 16.2 203 3.46 48 380.00 375.36 369.55 12,00 18.94 712 7.28 15 0.0125 RCP CONSTRUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPEC Ir ' f B 44 CB 4S 1,36 3.66 Q35 1.61 090 0.47 16.2 2.09 5,49 139 373.95 369:45 367.10 1,69 1.12 7.22 12.59 15 0.0125 RCP AND DETAILS. f Ex ss~~~i.;,. Sg8.S3.. caN'/ roR sHA1~ / ~ \ ~ ~
i3 45 SMH 6 O.fi7 4.33 036 9.31 0:90 0.65 162 1.45 6.94 150 371.30 367.00 352.68 9.55 16.99 712 9.94 15 9.0125 RCP 21. SEED ALL AREAS DISTURBED BY CONSTRUC110N, AND NOT INDICATED TD BE PAVED r _ 'ouT~isg..,.. Jr E°S7?~17 - ~ `.RL~i,,Er ,r RLOw 4: r'~ r ~ i . dr -
dli FE5 47 0,00 4.33 0,00 O:DO 090 0:65 16,2 OAQ 6:94 16 361.50 352:58 352.50 0,51 3,9Q 7,22 17.22 15 00125 RCP PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORD- - WITH SEEDING SCHEDULE ON DETAIL SHEETS. 'l '8 48 CB 9 0.40 Q.40 0.14 0.25 0.00 0.53 5 1.53 1.53 35 364.27 319.77 378.40 3.91 10.82 7.22 6.66 15 0.6125 RCP 22. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECTI I .,g,s80£ 57625'3,. c~aHrieciwti~aNO'~ .~a 76 I 78.33 1 ~ Si62,,•-_.. +n 4~"~s,~4_ ;t~~,.; 0.345 flC..;- _ .ate; r , ~
49 G9 0 Q14 0.64 0.16 O,OB 000 0.73 5 1.28 2.81 114 384.27 378:30 372.96 4.67 11.81 7.22 8.10 15 0.0125 RCP 23. THE Q100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES
:B 0 SMH 51 9.36 1.00 0,19 0.17 0.00 0.65 5 1.67 448 170 377.55 372.86 357.17 9,22 16.69 7.22 8.49 15 O.Q125 RCP NOT OVERTOP THE ROADWAY, /1H 1 FES 2 O.DO 1.00 000 090 0.~ 0.65 5 0.00 4.48 ib 359.00 357.07 357.00 0.56 3.67 7.22 14.6$ 15 0.0125 RCP 24. CONTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER W1TH 4.
'~,r3 CB 4 0.64 0.fi4 0.26 9.37 0.00 0.57 5 2.62 2:62 35 382.15 316.30 376.12 0.51 3.92 7.22 11.92 15 9.0125 RCP PROTETION FENCE IF THERE IS ANY CONSIRCUTION WITHIN 50 FEET 0 THE EDGE OF SUFFER.
J 4 CB~55 0.24 O.BB 0.14 0:10 000 0.69 5 1.20 3.82 142 382.15 316.02 375.30 0.51 3.89 1.22 13.77 15 0.6125 RCP ;3 ~5 CB 6 003 0.91 0.02 091 090 0,78 5 0.17 3.99 129 381.50 31510 360.52 11.35 16.42 712 7.82 15 0.0125 ACF
B 6 SMH 7 0.29 1,20 0.17 6.13 0.60 0.67 5 1.41 5.40 127 369.90 360.42 345.17 12.00 18.94 7.22 8.66 15 0.0125 RCf
hhli 1 FE5 B Q.OQ 1.20 690 000 000 0.67 5 4.00 5.49 14 347.50 345:07 345.00 0.50 3.87 7.22 15.12 15 0.0125 RCF ( r
;B 9 CB 6D 9.66 0.66 Q32 0:35 090 0.61 5 2,82 2,92 35 371,85 367:35 367,17 0.51 3,92 7,22 1242 15 0,0125 RCF °ii 6 CB 61 0.20 Q.86 0.12 098 060 0.fi9 5 0.97 3.89 197 371.85 361.07 358.92 8.44 15.88 7.22 8,19 15 0.0125 RCF ' /
Ii~61A CB 1 0.58 6.58 0.26 9:33 0:60 0.58 5 2,46 6.35 35 363.75 359.26 359,02 3b2 10.2fi 1.22 1159 15 0.0125 RGf / *E ; 1J 61 SMH 1B 008 1.52 O.D6 OD2 060 679 S 0.45 6.81 82 363.75 357.92 348.13 12:00 18.94 1.22 9.45 15 0.6125 RC1= Ak~~1 ~ ~
>~H 1B FFS 1C D.DO O,DO D.DO ODO 090 0,19 5 690 6,81 6 350.19 348:03 348,00 0,50 3,61 7,1 17.15 15 0.0125 RCF / gT X05 tV rya r / / , W
i3 2 CB 3 0.23 Q:23 0.06 9.17 090 0,47 5 0.80 0.80 35 351.20 345:09 344:82 0.51 3.92 7.22 7.63 15 0,012a RCF ~ / / , '.B 3 SMH 4 0.28 0.52 6.14 0.14 090 0.63 S 1.28 2.08 fi4 351.20 342.76 335.18 11.92 18.88 1.22 6.07 15 0.0125 RCF i/ / ° / 3J4" wAIER SERNCE \ ` 1~k ~ ~ / -,/•4 z Y W V} r~.
IdW 4 FE5 5 .D 0.52 O.DO 0.00 0: 0.63 5 090 298 15 338.09 335:08 335,00 0.50 3,87 7.22 11.00 15 00125 ACF ~ sad, 1 i+ J- \ / , 7
"6 SMH 7 0.21 0.13 0.13 0.08 0.00 070 5 1.04 1.04 162 315.60 371.19 354.16 10.46 17.68 7.22 479 15 0.0125 RC1' ~ ~ a SsrN~f~ ~ ~ ~ I ~ ~ Rix Aa&9 Ex sspxy,~ i r Y ~f _
-!EH 61 FE5 8 0.00 O.DO 0.00 O.OD O.DD 0.10 5 0.00 1.04 13 356.20 354.06 354.00 0.50 3.67 1.22 8.47 15 0.0125 F" / - iN: aeaas ~ - / - - 1 r / ~ ~ o/w ~ wr aea.55 ~ J ~ / ole-s9:a~ ~a: l 3 9 CB 70 0.55 0.55 0.16 0.39 0,00 0,49 5 1.96 1.96 2l 389.60 385.35 385.21 0.52 3.94 7.22 10.67 15 0.012 ~ ~ ~ _ .~~1 . ~ ` , \ H
B 6 CB 71 0.32 0.$7 0.17 0,15 0.60 0.64 5 1.47 3.43 146 389.60 385.11 38430 0.56 4.Q8 7.21 13.00 15 0.6125 ~ / , ~ _ j ( ~ ~ ~ ~ _ _ _ ~ ' , ~ ~ ~ - j% j='' - _ ~ t\ ` ~ ~ \r'V ~ H ~ flRE H~NIT T 375.37 ~ Ex S ~9p~g~.1/ / , I -
_~g71A CB 71 0.19 0.19 0.04 0.14 0.00 0.45 5 0.60 Q.6D 27 389.75 385.50 385.37 0.50 3.87 7.22 6.91 15 0.6125 ~ ~ /s/r iti / ..-"l'~, ` - I- - -t- ~ ~ l rte. \ _ d' / / ~N~.~ .y - ° ~N 10.1 _ ---r \ - \ a ,1 SMH 2A 0.11 1.17 9.03 0,06 090 0.-06 5 0.31 4.46 58 389.75 38 .~0 381.50 4.62 11.75 1.22 9.60 15 0.0125 1 / ~ / r i . - tiA ' \
+,H 2A SMH~i2B 0.60 1,17 0.00 D.OD 0.00 9.45 5 0.00 4,40 67 385,75 378.03 370.C0 12.00 18,94 7,22 8.02 15 0,012u _ f , z, _ ~ r / ~ ~s - ~ ~
_H 726 SMH 72C O.DO 1.17 0.00 0.00 0.00 0.46 6 0.00 4.46 60 374.25 36034 353.14 12.00 18.94 811 8.02 15 9,0125 RCr ~ i _ _ _ - _ 1 ~,-'1'- ~ @~ / +R 72C FES 3 O.DD 1.11 D.OD D.OD 090 0.46 5 0.00 440 9 355.05 353.04 353.00 0.50 3.85 7.22 14.58 15 0.0125 RCF ~ ~ / / 1 6p .7% ~ ~~~r / v A FH / Lys` - .y \
lip ~~70 n90 _ ;~77 P, (la G3(~ F N~11 i1~.A1 L^ - r2LP:C 919. ~.^tl Ip'e t ~ n t,' erg / \Y/ \ i . ` `r ~ .
/ ! / R~i ~
/ 7 / ^`'~V~ ~ ! ~ \ FlRE HrRINi l I , . ' ~y~..{ ~ ~ / \ (TIP)
/ _ _ J / J / / ~ 7 4- BL01Y CFF ! _ J
! ~ / VALVE „dSf31ACY" ~ © EX, SSidl'/ 1 / / / ~ .f ' ~ ~ pN l / 1 / / }
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g~5 4G' 92 559 , ~ ~ _ _ _ / ~ ~ ~ ~ ~ o \ 4~ 0 ~5~ Po ~ ' / / ` o; ~ MN is ~y ~ v
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~ ~ ~ \ 4' ALOW CF° k / V1RE H19Rk1'f ` \ ~ ~ 7 IM dF~91 sari 8 '~5 "{y~~`r~• ( ~ ~0~~ ..,~v~v YrVCVE AB59lBLY ~ Y ~ 1 r ~ ' ' / ~ / q'
2 / / / / , ~ ~ ~ \ _ P,~ ~ ' 7 / / r/~. $ ^~~)n -,fin--~~ ~ 3/{' WATEN ffANCE /\y ~ I Obi i TEMP. S• BLOW OFl'
SSM1Wr / / .,4 ~'^"s, 'I~'^~ y~[Y+~' nt°~ ~n (7W1 J /~,'.n"~~~/,,,f ~ ~ RE ~ iYIXtANT 1 ~ ~ VALSk ASSFIABLY
/ ~ ~'~~/yam ~f ` ~ dr ~ j~ ~O, _ 4 ~ w s Lit 'J t r c~ O I 1 ~ (/n - _ _ , \ !ANT t - ~ ~
/ j~ J 6AIRa2 O J+ i" i-.. t C'"~. i FlAE HmRAUr I II / - f _ .t\ ! y MH az ~ iLITY Eq ~ ~I
7 ~ I I 1 I FlR. Hr9RAI1T r ~ d ~y. pH ...Y1„ ~ UIY' i
. ~ ) ~ I l'~ uN ~ 1 I , , - I i ~ I GI 4_~
r ~ ! I , I ~ , ~ t ~ rrra gar ~ t, 7FNP. A" BLOW CEE J ; I' ~ C / / . ~t ~ ~ ~ ~ LR. ..~----1-
k VN_VE /.55EkBLY pH~ 45 1 7 1 ~ t~ \ ~ 1 ~ 'l ? I i ~vL G ~y
FlAE nmArrvT ~ ~ 1 i , ~ ~ I I I~ ~s 1 ~ ~ rn -'i / I \ ( 1 a ~F-_ ~ i ' ~ 1 ~ I ~ ( 7 ~ I
I 1 I j ~4 ` \
~ :~H 250
I I 1 ~ 1 I ; I r , _I, f s NH 57 ~ ~ \
~c ~ 1 sA udux, ,w~ I ~ I ' \ / to r ¢ VALVE' ASSE~ABLY
A I I 1 I AEI {a], - L r e ; ~ / ~ ~44~` / !Y/ RECIEPT OF THE GRADING PERMIT, INSTALL ROCK CHECK DAM OF ~ /
r ~ i I I ~ ~ ° I ~ , ` f / ~ ,4 c ~ ~ ! I I ~ - ~ I ~ { ~ f ~ ?.M OF THE PIPE CROSSING TO DAM UP CREEK FLOWS. CONTRACTGF' -;L~j 'r..-~-`'- _ PUMP EXISTING CREEK FLOW AROUND CONSTRUCTION AREA.
O ? ~ ~ : sµx ' °F ~ ° } ~ ~ f , ` ~ pH12;r 3g0 I ~ A~~O CQURT 1~ ~ 'ALL ALL SILT FENCE AND TREE PROTECTION FENCE IN ACCORDANCE - ~ I CONSTRUCTION SE6UENCE FOUND HERE ON.
`i .IIiII' i i ~ ~ i ~ .uz~ ~ i . , o ~ 3/4 WATER S1:RWCE ~ ~ , ~ I . ~,i ~{f1P) M: ~ WT.' 3J2oD I 1 + 1' 1 1 -r4 qP~r_ ~ / / ~y' `.-`o ! ' ' ~ ~ ~ iVE ALL VEGETATION AND TOPSOIL FROM THE AFFECTED AREAS.
/r t G~ ,~i 1 W~1 5 0 11A5~ ~i ~ / e' aatYµ'1 Cd ~ - ~ ? ~H 9 ~ 'Y / ~ CVE AND REPLACE ALL UNSUITABLE SUBGRADE MP,TERIAL AS \ - ~ c7TED BY NC PROFESSIONAL GEO itCHNICAL ENGINEER.
1 {,7 i , ,I C &DM~ S7FF & f FlAE H'IDILINT ~ I Q ~r 1 ~7 ~ V~L4E ASSk:MdL,Y ,.fff ~O~ p " / / - ALL PIPE AS SPECIFIED ON PLANS IN ACCORDANCE W1TH CITY GF \ ~g_ g !GH STANDARDS AND SPECIFICATIONS.
`i- t 1 ~ ~ 3/4' WATER SF.41CE / 1 a { ~i ~ COMPLETION OF THE PIPE INSTALLATION BEGIN ADDING FILL
~D,~, / f 5'f ~7Rha ~ 11AL AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. /ti ~~,'f' AND STABILIZE SLOPES AND SHOULDERS UPON COMPLETION OF
! C~ ~ l ~ z I ~ r h`~: I `L AC"11VITIES ADJACENT TO THE STREAM. s5 =INSTALLATION OF ALL OTHER IMPROVEMENTS DfPICTE~:
~ ~ r / OVF_D CONSTRUCTION DRAWINGS. 4H / ~ ,~MH~ , v' ~ ~
! ~ ~ ~ { 1 1 ~ BOF~FE~R RIPARIAN ,c ' ~ l I. 1 ~ l 1 7 ~o ~ y euvfER 1 `
° " ~ 1 ~ ~ ZONE 7 20NE 1 ~ U . - / A / ' O O , ~ 1 I I TONE 2 'LONE i ' ` ° ~ I / c \ FL4E HYORANi i'tb~`/ F4ftE HYDRANT 1
Ll?x`~] ~ R~ . '~7 if
l ~.,r~ Ls z ~ _ 1 ! ~ { \ a` I ~ ~YALVE ~°~~f~ _EVEL SPREADER SCHEDULE
RUCTURE Q10 FLOW SIZE (W X L) METHOD 2 FOR QUANTIFYING TN EXPORT FROM RESIDENTIAL/INDUSTRIAL/COMMERCIAL / OCVELOPMENTS WHEN FOOTPRIIVTS OF ALL IMPERVIDUS SURFACES ARE SHOWN ~L
I 7 I / -ES 2 2.02 CFS 10' x 30'
I=ES 'S 3.70 CFS 10' x 48' (1) (2) {3) {a) (s) M- TYPE OF LAND COVER AREA ~COEF~RT BY~LANDOUSE ROM PSITE ^ G
J I i 1 ~ I ~ I lAE NrORNIi I / i / 1 I V 1~1 / I rES 10 4.99 CFS 10' x 65' {acres) {Ibs/ac/yr) (Ibs/yr) (Ibs/ac/yrj
FES#13 5.49 CFS 10' X 75' Permanently reserve undisturbed a en s ace forest, unmown meadow 15.98 6.6 9.59
7 I ~ I ~ ~ 1 I 1 ~ ~ iw Fl~1HNIAANT l ~ - ` FES 25 6.52 CFS 10' x 95' P P ( )
I ~ ~ FES 34 4.09 CFS 10' x 55' Permanently preserved managed open space (grass, londscaping, etc.) 38.48 1.2 46.18 FES~38 3.87 GFS 10' x 52' Impervious surfaces {roads, parking a
f + I tares Nr,A~ 1 I ~ N ) / <J~~, / ` ~W FES 41 1.50 CFS lots, driveways, roofs. paved storage 15.61 21.2 330.93 # 10' X 20' areas, etc.) _ _
1 I 1 I Avu Lx+r. aT. 1 \ r~'~' ~ ) ~ Zi o ~ / r NH8'2Te",8"W ~ . ~ v ` 1 ~ 1 ~1 it I ~ i I 1 ~ ~ ,y: zs ~ ~ tv v ! ` ~ ~ / ! ~ . FES~52 4.48 CFS 10' x 60' Total 76.07 3se.7o
,I ~ rH>.D~ I ~ , ~ ti r , ! ~ I 1 CCNTRACTCR \ 1 L: REN01E R' BLOW y 1 i 1 ' , f LJ4 FESf~58 5.40 CFS 10' x 70' Average for Site (w/o reductions) 5.52 O
+ AAA assEUBLY ANO I 1 ' r 1 1 q r \ l l 3 .5 / , : - 1 ~ CONNECT WATEIAJHE I 1. ' ( _ ~ _ i . aLws. EPA / ~ I 1 ~ C ~ I 1 ' 1 ~ 1 - _ _r,t~ . - .r / FES#61 C 6.81 CFS 10' x 90' Average for Site {w/ reductions) 5.52
y ~ ~ 1 1 r ~ 1 V ~ 1 J L? / I Jff 5~+. r I f ~ I ~rl / 1,,/ ~ ~ 1 1 ~ ; m~ 1 J , 1 ~~1 FES~65 2,08 CFS 10' x 30' ~ Q
~ 1 ~ sss+ f / I I v ~ t I C\ ~ ~ i / FlRE H1T1RiU1T ~ ~ ~a° ~ FES#68 1.04 CFS 10' x 20' NC Wetland Restoration Fund Payment (5.55-3.6)x $330 x 70.07 = 544.396
/ FES~73 4.40 CFS 1 D' X 6O' NOTE; PAYMENT TO NC WETLAND RESTORATION FUND WA5 MADE FOR THE ENITRE DEVELOPMENT WiThl THE ISSUAf~ICE OF PHASE 1 GRADING PERMIT.
/ ~ ~ I 1 ,:x.^;r_^TCe sxuL 1. S t n uv~o A / / "u' - . - - _ _ _ , / ~ ,p ~ 1 I RE~oti£ u' slaw ~ ~ 1 c~ _7 ' ~ / /
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GRAPHIC SCALE W
106 6 50 100 200 400 O
( IN FEET )
1 inch = 100 ft. SHEET 6 OF 35

~ ~ t f , .es / ' ~ _ ~ / / r / ~ 1 a S', ~
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Z" i" _ _ ~ ~ ?UCTURE Q10 FLOW SIZE (W x L) ~ W A ~ ~ ~
~Gra / ~ ~ - E5 2 2, 02 CFS 1 U' x 30' ~j ~ ~ o
~ ~ - FS. 5 3.70 CFS 10' x 48' c ~ Z
.S 10 4.99 CFS 10' x 65' ~
~ ~ ` ~ ~ / N~ A~m:~ 4``-L =S#13 5.49 CFS 10' x 75' u~ I
I / oy>~~" =S 25 6.52 CFS 10' x 95' ~ ~ ~ ~ ~ ~
~ v ~ ~ 0 ~ ~ / a ~v~r7~' =S 34 4.09 CFS 10' x 55'
~ I v ~ ~ _ ~ ~ =S#38 3.87 CFS 10' x 52'
i ar ~ o~ ~ ~ ~ ~ ~ a ~ ~ (y~ ~ ~ I tij'1 ~ \ ~ ~ 0 ~ 1\ ~ ~Q ~ L ~O W y,~ I ~ ~ \ ~ ~ v Q.v =S#41 1.50 CF5 10' x 20'
T~. ~ ~ Ci p~. ~ S ~ h CJ ~ P ~ ~ h . ~ ~.--a ~~,~a~ -S~52 4.48 CFS 10' x 60'
~ i n \ v 0 ~ i ~ 1 J ~ M' J M ~r '=558 5.40 CFS 10' x 70'
~ ~ o , ~ ~.G s~ ~ / ? , , ~ ~ ~v~ / ~ ~ =S#61 C 6.81 CFS 10' x 90'
6 ~ o ~ / / ~ v / r ~ P ~ ~ a / ~a~' .S#65 2.08 CFS 10' x 30;
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O~ I. CONSTRUCTION SHALL CONFORM l'0 ALI_ CURRENT CI'-r OF RALEIGH, TOWN OF , ~ t`~lILLE, WAKE COUNTY AND NCDOT STANDARD DETAILS AND SPECIFICATIONS.
r 4 _ ~ ;E TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY RICE ANO rT,
0~ r- ~ ~ v ` 6 ~I j ~ o c ~ ~ ~ 1^' . ~ ~A1L-S. AIKEN AND YEU~ ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FDR ACCURA~.r 1~'1 UNDARY, TOPOGRAPHY AND PHY5IGALLY LOCATED FEATURES. ~ \ IY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A GRADING
ELI ~ ~ ~ ~ ` ~ ~ t:°; ~ ~ ~ W 1 ~ I £ Q ~ 6Y Il-IE WAKE COUNTY INSPECTIONS DEPARTMENT. ;Y ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER
V I ~r~ k , ~~t ~ -:QUIRE PERMITTING 9Y NC DWQ. 1 !Y DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS PALL REQUIRE ISSUANCE DF A
Q~ ~ ~ a~ WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS. r ~ ~ Q' COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE ARE AVAILA?1 v,~
Q. C~ ~ . r, ~ . , ~ ~ ~ ~ f-`~~~ N ~ ~ w '~EOUEST FROM THIS FIRM. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF GRADING
_ - - - ss ~ " \ CL. ~ ~ v . a ~ \ ~ + ~j~` ~ ~P~ NTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
/ \ ~ ss ~ur~A~i ~ a ~ ~ rn~ ~ z ~ ~ ~ I / 1E5. CONTACT ULOCO AT 1-800-632-4949 FOR FIEL6 LOCATION OF UNDERGROUN!`~ ~ REPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. i GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30' CURB AND GUTTEP..
. a 1 1 ~ ~ ~ ~C. 1, ~ 1 \ ~aQ~~, Q Qv TO SECTION DETAILS ON SHEET 2. 1 ^D ~ <v a .L DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED DN PLai`15.
iJ') ~ t N ~ ,0~4~, L PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DC7AILS ON SHEET \ ~ ` / iE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4" PER FOOT. THE
C~ ~ ~ r... w ~ I L SLOPE OF SIDEWALK SHALL NOT EXCEED 2~. _ VLESS OTHERWISE NOi~D ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR
~ ~ v ~l ~ ~ I ~ 1 ~ 1 ~ I _D SURFACE. ~ ~ ?~i_L SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF
w ~ ~ ~ ~ ~ I ~ 1 ~ l P / OLE TO CENTER OF MANHOLE. Q. y{ ONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE OR AS
~m0 I ~ I ~ IN NON-PAVED AREAS. ~ / 4J :;EWER LATERALS TO BE PLACED A7 A MINIMUM SLOPE OF 1% ON 4° LINES AND 0.5% ON
~ ~ ~ ~ : ~ I 1 I ~ ~ ~ .a W ~ / •E5, CLEANOUT5 SHALL BE PLACED AT 50'INTERVALS ANO AT REND POINTS. kLL T ';OUTS IN PAVE6 AREAS SHALL BE APPROVED LOAD BEARING TYPE.
~ ~ 1 wl 1 ~~Q~ ~ ~ ~ ATER MAINS SHALL HAVE A MINIMUM 3' OF COVER. ~t {ter// :INSTRUCT AL FlRE HYDRANTS WITFI BASE FLANGE SIX INCHES ABOVE FINAL GRADE.
Q. i . ~ L R • ? • SS ~ ,iE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM 1 ~ ,TURFS. I_L STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
~ T o , ~U ~ I o„ I 1 ~C) '~IQW ~r ry~0 , 7 'RUCTED IN ACCORDANCE WITH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION r iETAILS.
`Z ~ i 3E0 ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PP.VEO OR W -r ~ Ut I ( -EO, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL 3 FESCUE IN ACCORDANCE
~ 1 ~ I ii~~ X / w ~w Ui ~ j SEEDING SCHEDULE ON DETAIL SHEETS.
` k ~ -w- I I 1 1 / , \ i W~ W I , ' " i~N4100 BACKWATERCELEVATION FOSALL CULVERTS DRANING 4DORAMORE ACRES DOES /ERTOP THE ROADWAY. l\ 1
1 \ _ ~ / / ( :iNTRACTOR SHALL MARK THE LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE 1. lC / 1( - i1nN FENCE IF T?•iE`iE IS ANA r_On15TRCUTtON vA7FIIN 5~0 FEET 0 TI1E EDGE OF THE
~ ~ , N ?I.;;10 I 1 W O
~ ~ ~ ~ ~ ~ N
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~ l <SECTION A _ ,1(cie 1f rs~~ii~'t > o
Jh( TD sub total AREA ~ ~~AREA AREA ~ ~ 5U6 min SUfi TDTAL If ELE4 IMV INV ~ ~ P s ~ in ~ ; ~J I 1
1 FES 2 0.46 4.4b 0.22 0.24 0.00 O.fi1 13.7 1.72 1.12 131 375.75 365.68 365.D0 0.50 3.86 722 10.25 15 0.0125 RCP I
CO 0.73 O.J3 D.17 0.5fi O.OD D.45 12.6 120 1.20 27 373.55 370.51 370.37 0.52 3.94 722 8.88 15 0,0125 R(' rt ~ e 1 I ~ ~ P ! 3 FE5 0.28 1.01 0.15 0.12 0.00 0.66 12.6 4.61 1.87 52 373.55 370.21 37090 0.52 3.92 7.22 10.50 15 09125 ~ ~ ~
';Y46 HW 7 46.11 46.11 a.aD 46.11 0.00 0.00 5 123.57 123.57 75 368.00 363.D0 6.67 7,85 7.22 35.49 12' x b' 00125 C( I .r w ~ ~ ~ Q~
6 C8 0.31 0.31 0.17 0.14 0.00 0.65 5 1.48 1.48 35 390.75 386.25 36698 0.50 3.87 722 9.67 15 0.0125 l w Q ~ ~ ~ { h I ~ ~ ~
~5 0 0.79 1.10 0.39 0.40 0.00 0.62 5 3.51 4,99 44 390.75 383.22 363.D0 0.50 3.87 7.22 15.26 15 0.0125 ` F ~ fi ~ 1 ti ~ ~ ~ ~ ~
.11 C 2 0.35 4.35 0.19 0.16 0.00 4.65 5 1.65 1.65 35 386.65 382.15 380.33 5.20 12.47 1.22 6.49 15 00125 RCP 12 FES 13 D.91 1.26 0.40 0.51 0.00 4.59 5 3.85 5.49 44 386.65 380.23 360.D0 0.52 3.95 722 15.70 15 09125 RCP ~ ~ ' , o~-
i ~ k18 C 19 025 025 0.09 0,17 0.00 0.53 5 D.96 0.96 94 395.D0 390.76 389.93 0.89 5.15 722 7.40 15 0.0125 RCP ~ ~
I g19 CB 20 0.33 0.58 0.07 0.26 0.00 D.44 5 1.05 2.01 135 39408 389.83 368.64 O.BB 5.14 722 9.76 15 0.0125 RCP 1 I r ~ I l 1 1 't W W
~;'20 CB 21 0.18 D.76 0.07 G.1O 0.00 D.57 5 D.72 2.73 35 392.79 388.54 368.37 0.50 3,87 122 12.17 15 O.D1.5 RCP £ ~ ~ } 21 CEO 22 0.31 1.07 0.25 0.06 D.00 0.82 5 1.82 4.55 82 392.79 388.27 386.52 2.12 7.97 7.22 11.24 15 0.0125 RCP / f ~ U7 ~ o
~~1'22 C8 23 0.08 1.15 0.06 0.02 O.OD 0.78 5 D,44 4.99 142 390.92 386.42 382.60 2.fi8 8.95 722 11.14 15 0.0125 RCP ±1E23 SNH 24 027 1.41 020 0.06 0.00 0.80 5 1.53 6.52 133 387.90 382.50 315.16 5.52 12.84 722 1076 15 00125 RCS S$ OUTFA~L 4 ~ ~ ' ~ i ~ `r S` i ~ 1 ~ Q ~
!_i 24 FES 25 0,00 1.41 D.aD 0.00 0.00 0.80 5 D.OD 6.52 12 37L50 375.06 375.D0 0.50 3.87 722 16.87 15 00125 a ~ - ->'~f ~ O SS ~
:x129 C 0 0,21 D21 0.14 0,07 0,00 D73 5 1,10 1,10 35 395.45 390,95 38965 3.71 10,54 722 5,95 5 OA125 ~ `5S `U 5, - - - ry „ S P r fal3O CB 31 0.18 0.39 0.14 0.04 0.00 0.80 5 1.03 2.13 57 395.45 389.55 389.26 0.50 3.87 7.71 11.10 15 0.0125 Z~h,~ / ti ,r , j. ~ S \ ~j•y , p~ ~I i ~ ~ 1 ~
101 Q6#32 0.03 0.42 0.00 G.03 0.00 0.37 5 1 0.07 2.21 195 1394.50 389.16 373.16 8.22 S.6B 7.22 6.65 15 0.0125 1 RCP
1 .76 IF a+32 aAFI 3 0.34 0.76 0.24 0.10 0.00 11 5 1.89 4.09 122 377.33 373A6 372.45 0.50 3.87 1.22 14.17 15 0.0125 RCP na 1' 4 i 1 3 FES 34 4,00 0,76 0.00 0,00 0,00 0,76 5 0.00 4.09 0 374.50 372.35 372,30 0.50 3,86 7,22 14.18 15 0,0125
CIA
GRAPHIC SCALE r / s N ~ w
50 0 25 50 100 200 /
W~ \
M
( IN FEET )
I inch = 50 ff. SHEET 7 OF 35

-
f SECiION~ A A IMP GRASS WODDF~ C Te cfs crs PIPE L RIM US DS SLOPE V I D re'd D use n T~r~ 7v ~ o ! TO sub) total AREA AREA AREA SU8 min SUB TOTAL If ELEV INV INV % f s in I ~ 1 ~ I ~ I ~ en ~
i ~ ~ 1n 29 CB 3q 0.21 0,21 0.14 0.07 0.00 0,13 5 1.10 1,10 35 395.45 390,95 389.65 3.71 10.54 7.22 5.95 15 D.0125 R( ~ ~ 1 a~i P-I
''0 CB 31 0.18 0.39 0.14 6.D4 D.OD 0.80 5 1.03 2.13 5l 395,45 389,55 389.26 0.50 3.87 7.22 11.10 15 0.0125 R' ~ ji ;1 CB 32 0.03 0.42 O,OD 0.03 O.OD 0.37 5 0.07 2,21 195 394.50 389.16 373.16 6.22 15.68 1.22 6.65 15 0.6125 R'. ~ ` ~ ' r'? 1 N ~
SMH 3 034 0.16 Q24 D.10 D.00 0.16 5 1.89 4.09 122 377.33 37306 312.45 050 3.87 7.22 14.11 15 OD125 R; l ~ J ~3 \ fn ~ ~ c I`,N~ N~
_.3 FES 4 0.00 0.76 0.00 0.00 0.00 0,76 5 0.00 4,09 10 374.50 37235 31230 0.50 3.86 7.22 14,18 15 D.6125 R j~ ~ j I ii CB 36 0.41 0.41 0.09 0.32 0.00 0.44 10.6 0.72 D.72 35 392.57 388.07 387.89 0.52 3.94 7.22 7.34 15 0.0125 R, ~ E ~ ' l~~
;36 CB 37 0.19 O.fil 094 0.15 D.OD 0.44 10.6 0.33 1.Q5 196 392.15 367.79 38282 2.67 8.93 7.22 fi.22 15 0.0125 RCF j ~ j ' r • ~ ~ C~
3 _1°e-~~~~ ~ ~ _ ~ CB 7A 0.24 0.84 005 0,18 0.00 0.45 10.6 0.42 1.47 27 384.40 382.72 38259 0.50 ~87 7.22 9.65 15 O.D125 RCF ?.4 FES 0.28 1.12 0.13 0.15 O.OD D.60 10.6 0.65 2.12 57 384.40 36249 382.20 0,50 3.87 7.22 11.07 15 0.0125 R: SS ~ % / / f I i V,~ ~w
S~ 59 SMH 40 0.22 0,22 622 0.00 0.00 0.95 5 1.50 1.50 121 367.54 382.98 373.15 8.15 15.61 7.22 5.76 15 0.0125 R( ~ , 5S a ~ ~ ~ N i 0 d L°o w
,d SS ~ 1 ;~19 FES 41 O.DO 022 000 D.DO O.OD 0.95 5 090 1.50 8 376.00 373,05 373.00 0.60 4,25 7.22 9.38 15 D,0125 R ~ f S~ P 1 1 rna ~~x
CB 019 0.19 0.12 097 D.00 OJI 16.2 0.44 0.44 2l 384.90 380.33 360.20 O.oO 3.87 7.22 6.14 15 0.0125 k ~ h ~ , b, nn ~ ~ ~ ~ ~ 1.1 CB 0.49 0.68 0.21 028 D.OD 0.58 1G1 0,93 1.37 211 384.90 38010 369.55 5.00 12.23 7.22 6.10 15 O.D125 R; ~^~'7•")• ~ ~7 'r n}~o~~ ~ i \ l ~ ~ ~ duo ~
'A C8 1.62 2.30 0,30 D,67 D.66 0.38 16.2 2.03 3,40 48 380.00 375.30 369.55 1200 18.94 7.22 7.28 15 0.0125 R ~ i ~ d v,U i ".4 CB 45 1.36 3.66 0,35 191 D,00 0.47 16.2 2.09 5.49 139 373.95 369.45 361.10 1,69 7,12 7.22 12.59 15 O.D125 Ri 4~•J ~ ~ / 7C ` ~ /
"5 SMH 6 0.67 4.33 0.36 0.31 D.OD 0.65 16.2 1.45 6.94 150 371.3D 367.00 35268 9.55 16.9D 7.22 9.94 15 O.D125 R O ~ ~°~a ~
~>b FE5 7 0.00 4,33 090 0.00 0.00 0.65 161 0.00 6,94 16 361.50 352.58 352.50 D.51 3.90 7.22 11.22 15 0.6125 R' A~~W
s8 CBa49 0.40 0.40 0.14 015 0.00 Q53 5 1,53 1.53 35 38417 379,77 378.40 3.91 10.82 7.22 6.66 15 0,6125 R'; ~ ~ 6'- ti \ -9 CB 0 0.24 0.64 0.16 6,D8 O.OD 0.73 5 128 2.81 114 36417 37830 37296 4,67 11.81 712 8.10 15 00125 k` / ~ rv 1 0/A / ~ h~Po``~ a o~Y
iD SMH 1 0.36 1A 1 017 .00 0.65 1.7 4.48 170 377.5 72.8 357.17 9.2 16.6 7. 8.49 1 O.D125 Rf ~ ~f ~ 0 0 9 D 5 6 5 3 6 2 0 22 5 ~ ~ ~ / {51 FE5 2 0.00 190 09D D,DQ O.OD 0.65 5 0.00 4.h8 14 359.OD 35207 357.00 0.50 3.87 7.22 14.66 15 0.0125 Ri`' ~ ~ q~ d
/ / "3 GB 0.64 0.64 026 O.J7 9AD 0.57 5 262 2,62 35 382.15 316.30 376.12 0.51 3.92 7.22 11.92 15 0.0125 RC / ~ ~ a• m ~ ~
i4 CB 55 0.24 0.88 0.14 6.10 D,00 0.69 5 1.20 3.82 142 362.15 37692 375.30 0.51 3.89 712 13.77 15 0.0125 R'i' ~ / ~ % % ~ ~r / ~~~5 CB fib 0.03 0.91 0.0 QD1 D.06 0.78 5 0.1 3,99 129 381,50 375,7D 3F,0,8 11.35 18.4 7.22 7.. 1. 0,0125 R(: ~ \ ~ \ ~ vLL SPREADER SCi-II-UuL~ ~ ~ ~a~om
/ 1, ~ ',UCTURE Q1C FLOW SIZE (W x L) o ~ ~ a~
/ ry I o~,~ • ~s 2 2.02 cFS 10' x 30' ~ ~ a ~a a a~ ~
~ p I @~'~' ~ ES 5 3.70 CFS 10' x 48'
r` I ~ s ~s S w c _ r~NQ~,l~st~ DR~ ~ ~ t LS 10 4.99 CFS 10' x 65' l7r J~ , =o
-rte' ~ \ , w ~~Qu ~ I_S~13 5.49 CFS 10' x 75'
/ ~ ~ S 8'~ ~ ~ / ~ w -S 25 6.52 CFS 10' x 95' w ~ .S 34 4,09 CFS 10' x 55'
W w~~~w ~`a'`~'""~~~ ~ ~=5 38 3,87 CFS 10' x 52'
J ~ ~ \ - - Ss _ - S> o~' i ~4 =ES#41 1.50 CF5 10' x 20'
r ~ .-Y ~o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ES#52 4.48 CFS 10~ x 60~
/ l ~ ~ ~ 5~ sIa>:wn+x 4\~ 5,40 CFS 'ES~58 10' x 70'
o~ ~ ~ ~ ~ ~ ` a ~ FS#61 C 6.81 CFS 10' x 90'
~ ~ ~ f ~ ~ ~ ES#65 2.08 CFS 10'x.30'
~ ~ l~ ~ ~ c.~iF ~t ~ 1 1„ l W ~ ~
/ ~ ~ ! ~(v P~ ~ .I ~ ¢
~ ~P ti~ s / t" ~.t~ • U d o ~ `Y i ~ ~ ~ ~ ~
~ a Q~ % , , ~ . }
~ ti 4a~ W ~
~ i` ~ o . ~ ~ / h 1~~yy IOI ~ ~ ~ ~ ~ 4LL GONSTHuCUON SFIALL CDNFCRM TO aLL CURRE'~"JT CITY Of RALEIGH, r~. Z y h;j ~ IESYILLE, WAKE COUNTY ANQ NWOT STANDARD DETAILS AN6 SPECIFlGAT10Na 3 U J W
~ ~ THE iOPOGRA.PHY AND BOUNDARY SHOWN HERE ON WAS PRONDED BY RICE AND ¢ W ¢ F- ~ OCIATES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBIIJTY FOR ACCUIS?i"~ ~ = U ¢ LL A U Vl A R BOUNDARY, TDPOGRAPHY AND PHYSICALLY LOCATEQ FEATURES.
l ~ / ~ ~ ANY DISTURBANCE OF MORE IRAN 12,000 SF ftEOUIRES THE ISSUANCE OF A GRADIN: I~J~/ ?MIT BY THE WAKE COUNTY INSPECi1ONS DEPARTMENT.
o ~ `ll ~ ANY ROADWAY CROSSING OR ENCROAOHMENT INTO THE NEUSE RIVER RIPARIAN BUFFER REQUIRE PERMITTING BY NC OWQ.
~ ~ ANY DISTURBANCE OF MORE THAN 0.70 AC 4F WETLANDS WILL REQUIRE ISSUANCE 6F
~ ~ , N lON W1DE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS: A COMPLETE COORDINATE USiING AND AUTCCAp RELEASE 14 DRAWING FlLE ARE AVAILAO: .-N REQUEST FROM THIS FIRM.
~ ~ _ ~ ~ / , THE CONTRACTDR SHALL LOCATE ALL U11lIT1E5 PRIOR i0 COMMENCEMENT OF GRADING / f1NTIES. CONTACT ULOCO AT 1-800-632-k949 FOR FIELD LOCATION OF UNDERGROUND
} ~ Q / a p~0,: ~ / / ~ ~ N ~ d..IT1ES: ~ CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD I~ERIFICATION DF AlL ENISiING UTILITIES. ISCREPANCIES ARE FDUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
~ ~ i ~ / GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30" CURB AND GUTTER. \ / ~ ~ 0 SECTION DETAILS ON SHEET 2.
o`` ~ i ~ ~ 1. DIMENSIONS SI10WN ARE TO OACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
~ g o 0 ~~~0 / Ii SL PEEOF HANDICAPhP RKNGISPACESRSHALLE aTHEXCEEDON/4'TPER FCOT.HIhir SLOPE OF SIDEWALK SHALL NOT EXCEED 2%
/ ~ i ~ / ~ti~ 1!LSS DTHERWISE NOTED ALL PROPOSED SPOT ELEVAl10NS ARE TOP OF ASPHALT OR ~ SURFACE.
a JP ~1~ ~ ` \ \ ~ ~ ALL SANITARY SEWER SLOPES ANQ PIPE LENGTHS ARE COMPUTED FROM CENTER OF \ / ~~.NHOLE TO CENTER OF MANHOLE.
i ~ w CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FlNAL PAVEMENT GRADE OR AS ~ i~:WN IN NON-PAVED AREAS.
l ' ~ / SEWER LATERALS TO BE PLACEC AT A MINIMUM SLOPE OF 1% ON k° LINES AND 0.5% Dlu 'LINES. CLEANOUTS Sh1ALl BE PLACED AT 50' RITERVALS AND AT BEND POINTS. ALL
f 1 1 ~ k '!'ANOUTs' IN PAt~O nREnS SHALL BE aPPR0VE0 LOAD BEARING TYPE, WATER MAINS SHALL HAVE n MINIMUM 3' OF COVER.
1 1 ~ 1 I / ' CONSTRUCT ALL FIRE HYORANiS WITH BASE fIANGE SIX INCHES ABOVE FlNAL GRADE. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POST iIVE DRAINAGE TO nLl STORM
~ ! ~ i ~ ~ ~ ucruRES. Q r k / ALL S'fORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE `J
\ l ~ ~ 1 w '•IS7ti UCTED IN ACCORQANCE 'MTH NCDENR AND CITY OF RALEIGH STANDARD SPECIFICATION W -?.-TAILS. !~1 F-~ \ :"F.D ALL AREAS DISTURBED BY CONSTRUC110N, AND NOT INDICATED TO BE PAVED OR F/-1
~ \ / ~ ':i, UPON COMPLETION OF GRADING ACTINTIES. USE REBEL 3 FESCUE IN ACCORDANCE A ~pING SCHEDULE ON DETAIL SHEETS. ~ H
I i W 1 ) / ~ ~ V ~ / 1NTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W VA'IHIN 100' OF ALL INTERSECTIONS ~O I 0100 BACKWATER ELEVA110N FOR AlL CULVERTS pRAININC 4 OR MORE ACRES QOES r
r +r I ~,=RTOP THE ROADWAY, ~ ! ,,~I ~ ;;IiNTRACTDR SHALL MARK TI1E LIMITS OF THE NUESE RIPARIAN BUFFER WITH ORANGE TREE
~ ~ 1 1 1 1 ~ ~ / / i7fET10N FENCE IF THERE IS ANY CONSTRCUTION WITHIN 50 FEET Q THE EDGE OF THE I ~ ~ - ~ ~
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( IN FEET ) I'll r Q r YA \A A \ r, on r. = 1 inch = 50 ft. ,i f~' I ~
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\ ~ ~ , 3 2 2.02 CF5 10' x 30' o q I
1 ~ o ~ ~ ~ ~ , ~ 1I 1~N a 5 3.70 CFS 10' x 48' ~ u4
Lw a ~ ,r ' ti~ or~ ~ u~ , ~ 'a 10 4.99 CFS 10' x 65' o ~ ~ w ~
1 r s P ~ 1 , ^ S#13 5.49 CFS 10' x 75' ~ ~ ~ a w
~ v 1~~380 ~ ~ roe- ~ ~ ~ ~ 25 6.52 CFS 10' x 95'
v ~ _ ~c~ - _ _ r , `~v S 1 ~ \ do s . ~ ~ ~ a~e~^ ~ ~ ~ oaP ,Q Q ~ 34 4.09 CFS 10' x 55'
~ 1 `fit i , ~ ~ \ ~ /dry N ~~38 3.87 CFS i0' x 52'
~ ~ ~ ~ ~ L 1 ~ ,,i ~ ~ ~ ~ i~41 1.50 CFS 10' x 20'
~ .y m' \ ~ / aSP ~ ~ ~ X52 4.48 CF5 10' x 60' i~
~ `758 5.40 CFS 10' x 70'
~ \ t.r, \ , / 5 / ~ ~ , ~#61C 6.81 CFS 10' x 90' / I ;#65 2.08 CFS 10' x 30'
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/ ~ ~ o°` ~#68 1.04 CFS 10' x 20'
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" ~ V - . ~ y~i ~ s ~ ~ ~ `d ~ ~ Oj J~~~` ~ IbNSTRUCTIDN SHALL C~ iC- i e't"'S I r ~2:= N ~4r'r~ J: ~ } ~ ~ 1 ` ~ ~ ~ ~ LE, WAKE COUNTY ANO N~DUi 'TAN04w C_iAILa AND ai CCIFiCf nONS. } q ~ ~ N
~ ~ \ 360,..- - - " , ~ ~ ~ c~~ r~~} V TOPOGRAPHY AND BOUNDARY aHOWN HERC ON WAS PROVIDED BY RICE AND Rl q ~ ~ ` f . J ~ ~ 4~ / iES. AIKEN AND YELLE ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURAC" W \v ~y ` ~ l JNDARY, TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES. Z Y W ~ N
/ S l 1,.~ ''V ~ Q ANY DISTURBANCE OF MORE iFIAN 12,006 SF REQUIRES ~~E ISSUANCE OF A GRADING ¢ W ¢ F ;
~ , C}' ~ a~~,~• r~ I ~a ~ ~ ~ Jj ~ ~ 1~ S ~ ~ 0 / ,Q ~ O ~ MIT 9Y THE WAKE COUNTY INSPEC110N5 DEPARTMENT. ~ J \ ANY ROADWAY CROSSING OR ENCROACHMENT INTO 1HE NEUSE RIVER RIPARIAN BUFFER ~ = CJ ¢ W tii' ~ ° ` ~ .REQUIRE PERMITTING BY NC DWQ. q U ~ q ~
'ti ~ o-~ J ~ ~ Q I ~ ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ISSUANCE C~' Q ~ ~ / ~ (A ~ i0N WIDE 39 PERMIT BY THE US ARMY CORP. OF ENGINEERS.
1 ~ ~ ~ _ S~ r S o "'J A COMPLETE COORDINATE LISTING AND AUiOCAQ RELEASE 14 DRAWING FlLE ARE Ai'.+, _ Q ~ ~N O ,N REDDEST FROM THIS FIRM.
V ~ ~~r ~ . j ~ IY, THE CONTRACTOR SHALL LOCATE ALl UTILITIES PRIOR TO COtdMENCEMENT OF GRADING /^"V I~}~ ~t.(Y {h' V1T1E5. CONTACT ULOCO AT 1-8D0-632-4949 FOR FlEID LOCATION OF UNDERGROUND
~ ~ / -r \ CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFlCATION OF ALL EXISTING UTIl111ES.
'C„ v V A ~ 0 ~ \ ~ y, ~ ~ / ; /Y`~ /q\~ ,,\`a DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. j '~V / V`\- `V ~ \ ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30° CURB AND GUTTER.
\ ~ \ ~ ~p A \ \ ~ J ~ ~ ~ FR TO SECTION DETAILS ON SHEET 2. e~ ~ ~ ~ ALL OINENSIONS SHOWN dRE TO BACK OF CURB, UNLESS OTHERWSE STATED ON PLANS.
M ~ ~ ~ ~ ~ ~ ~ l ~ ~ ~ , , `~J n ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE W1T~1 SECTION DETAILS ON SHEET / O , / \ , THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT CXCEED 1/4" PER F00T. THE
\ y z , v iiRAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2~K. UNLESS OTHERWISE NOTED ALL PROP05E6 SPOT ELEVARONS ARE TOP DF ASPHAU 5!-: 1/ / 1 SHED SURFACE.
V A ~ ~ ~ n. ~ ~ , ~ ~ / ~ 1 ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF ~ JHOLE TO CENTER OF MANHOLE
v ~ ~w v ~ 340 ~ ~ ~ Y ~ ( CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH i0 FNAL PAVEMENT GRADE OR AS J iWN IN NON-PAVED AREAS.
_ ~ / ( SEWER LITERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4° ONES AND 0.5% OP ~ -INFS. CLEANOIITS SHALL BE PLACED AT Sd INTERVALS AND AT BEND POINTS. hLL n
/ ~ ANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BEARING TYPE. I~ / WATER MAINS SHALL HAVE A MINIMUM 3' OF COVER.
CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE FINAL CRAC,~- / ~ THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TD ALL STOP,U
a ~ n; \ ` ~ ~ s UCTURES. ~.,_J / ~ ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN HEREON SHALL BE
~ ~ ~ P ~ ~ S5 TSTRUCTEO IN ACCORDANCE WITH NCDENR AND CITY OF RALh7GH STANDARD SPECIFICAiIb,~l / / ~ DETAILS. ^
\ ti ~.~i ~ "G \ J ] ~ ~Av r fir- ~ 1 r /J SEED ALL AREAS DISTllRBED BY CONSTRUCTION, AND NOT INDICATED TO RE PAVED OR H ~ r^t `~NTED; UPON COMPLETION OF GRADING ACTINilEB USE REBEL 3 FESCUE IN ACCORDANCE -~_r0 COPJTRAOTOR SHALL CLEAR AND GRUB ENTIRE R/'W WITHIN 100' DF ALL INTERSECTIONS. r~
SEEDING SCHEDULE ON DETAIL SHEETS.
- ~ ~'-,y Gry ~ ~ i ~v \ THE 0100 BACKWATER ELEVATION FOR ALL CULVERTS DRAINING 4 OR MORE ACRES DOES T a'( OYtRTOP THE ROADWAY. H r WNTRACTOR S1HALl MARK THE LIMITS OF THE NUESE '~PARIAN BUFFER WIIIH ORANGE F~ifi: w
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<';M TO (subl totall AREA AREA AREA SUB min SUB TOTAL ELEV INV INV % s in \ :H 4 C8 55 D24 D.68 0.14 0.1D 6.46 0.69 5 110 3.82 142 362.15 376 n2 375.30 0.51 3.89 1.22 13.77 15 0.0125 RCP
N. ~ \ :~i3- 5 CB 56 0.03 0.91 0.62 0.01 0.00 D.78 5 0.17 3.99 129 361.50 31520 360.52 11.35 18.42 7.22 1.82 15 0,0125 RCP
~ ary ~ \ ~ ~ ~ a~j Y... Q~l q(~.~ Q^ ~J ~ Q! alt ~ ~:9 6 SMH ~7 0,29 1,20 D.17 6.13 0,00 0.67 5 1 d1 5.40 127 369,90 360.42 345.17 12,00 16,94 7,22 8.66 15 D.0125 RCP Q ^.1H 7 FES 8 0.00 1,20 0.60 O.DD 0.00 0.67 5 O.DD 5.40 14 347.56 345.07 345.00 D.50 3.81 122 15.72 15 D.0125 RCP ~
0 "Q ~C' ~ ~ ~Q~ ~:B 9 CB 0 O.6fi 0.66 0.32 D.35 0.00 0.61 5 292 2.92 35 371.85 367.35 367.17 4.51 3.92 7.22 12.42 15 D.D12S RCP ~
\ ~ ~d "0~ :B 0 CB 61 0.20 O.B6 0.12 0.08 0.00 D.69 5 097 3.89 107 371.85 367.07 358.02 8.44 15.88 7.22 8.19 15 O.D125 RCP Oj ; 1A C8 1 0.58 D.56 026 6.33 0,00 0.58 5 246 6.35 35 363.75 359.25 35802 3.52 1626 7.22 11.59 15 D.0125 RCP
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A ' ~ ~ ~ ~w ~ n 'H 618 FtS 1C 0.00 0.00 0.40 O.DO 0.60 0.79 5 4.D0 6.81 fi 354.1D 348.03 348.04 10.50 13.87 7.22 17.5 15 0.0125 RCP I ~ 3 2 CB 3 0.23 6.23 0.46 0.17 0,00 D.47 5 0.80 0.80 35 35120 345,00 344,62 D.51 3.92 7.22 7.63 15 D,6125 RCP
~ v ~ eF I Q v ~ ~ ~ ~ r ~ ~ CJ ~ ~ _ ~ ~ B 63 SMH 4 628 0.52 0.14 6.14 0.00 0.63 5 128 2.48 64 3512D 342.76 335.18 11.92 18.88 7.22 6A7 15 0.0125 RCP
\ ,s. d w ~ 4. lH 4 FES 5 0.60 0.52 0.40 4.D0 O,OD D.63 5 0.00 2.08 15 338.04 335.08 335.D4 4.50 3.61 1.22 11.OD 15 0.0125 RCP
! ~ ~ Z ~ I ~ ~ B 6 SMH 7 4.21 0.13 0.13 Q08 OAD 470 5 1.04 1.04 162 375.66 371.10 J64.16 10,46 17,66 1.22 4.79 15 0.0125 RCP VH 7 FE5 8 O.DO 0.00 0.00 0.00 0,00 0.79 5 0.00 1.D4 13 356.20 354,06 354.DO 0.50 3.87 7.22 8.47 15 0.0125 RCP t, N( ~
~ f f \ ~ ~ B 9 CB 14 0.55 D.55 0.16 0.39 0.00 0.49 5 1.96 1.9fi 27 369.60 385.35 385.21 0.52 3.94 7.22 10.67 15 0.0125 RCP
S1 V ~ I 3 r0 CB 71 0.32 p,81 0.17 0,15 O.D6 0.64 5 1.47 3.43 148 369.60 385.11 384.3D 0.5fi 468 7.22 13.D0 15 0,0125 RCP '~71A CB 71 0.19 0.19 0.04 6.14 0.00 0.45 5 O.6D 0.60 27 389.75 385.50 385.37 D.56 3,67 7.22 6.91 15 0,0125 RCP W O
a Y , .rCb \ ~ I ~ ~ t,. i 71 SMH 2A 0.11 1.17 0.03 0.06 400 0.46 5 0.37 4.40 58 369.75 38420 381.5D 4.62 11.75 7.22 9.64 15 0.0125 RCP ~1,~72A SMH 2B QAO 1.17 0.00 D.DO 0,00 0.45 S 0.00 4.40 67 385.15 378.D3 370.00 1200 18,94 7.22 8.02 95 0.0125 RCP
~.:~,a ~ _ - _ ~ ~ ~ , ~u ~ ~ ~ o o 1 ~ li 720 SMH 72C 4.00 1.17 6.00 QDD 0,00 D.48 8 QOD 4.40 64 374.25 380.34 353.14 12,00 18,94 8,22 8.42 15 D.0125 RCP
. ~ `tip ~ ~ l mW4~ 2C FE5 73 O.QO 1.17 4.00 O.DO O.OD 0.48 5 0.00 4.40 9 355.05 353.04 353.OD 4.50 3.85 7.22 14.58 15 0.0125 RCP
1 z ~ ~ y9 74 HW 5 24.77 D.00 0.40 24.71 4.00 0.30 5 112.41 112.41 112 371.80 369.D0 250 1D.54 7.22 36.30 16' x 8' 0.0125 CON~P,N I Y4 76 HW 238.38 OAO 6.00 238.38 0,00 D.3D 5 729.2D 129,20 150 325,5D 324.00 1,00 13,03 722 86,90 i6' x 8' D,0125 CONSPAN ~
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( IN FEET )
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