20030489 Ver 1_MAPS_20030502

9 7 8 6
~ 2 3 4 5
T S: NO ~
z
YVIGOROUS MATERIAL, FREE OF Q O 1. ALL PLANTS MUST BE HEALTH , J
PESTS AND DISEASE. ~ Q 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR _ ~ REMARKS
d I ATED IN THE PLANT LIST. Y N NAM E LAPPED AS INDC COMMO AL NAME OTANIC B
LL HEADED AND 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FU PECIFIED. ctober Glo 0 tober Glo Ma le 33 2" " 10-12~ B&8 SHOD 3
MEET ALL REQUIREMENTS S AR Ac r rubrum 0 14-16 B&B SHOD4 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE AR1 Acer rubrum October Glo October Glo Ma le 3 3.5
AND A~TEp IhlcTp,LLArION, ~ m ' A n FI I 1 -1 M~1 ~ANu"SC~iPE AFc~Ni`~,,7 BEFORE, DURING, ARF A,c r r ° r A umr ~ _ ~f1
A 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE i n i 'F r P For P n R DETAILS. r
ST BE COMPLETELY MULCHED AS canadensis 'Forest Pans ' Forest Pans Redbud 30 X 6 min 8&B SHOD 6. ALL PLANTING AREAS MU CC1 Cercis A
deodora Deodora Cedar 13 x 8 min B&B VSA SPECIFIED. CD Cedrus g 2 8 6&B VSA .
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE CF Cornus florido Flowerin Do wood , UTILITIES AND RESPONSIBLE FOR LOCATING ALL UNDERGROUND
SHALL AVOID DAMAGE TO ALL UTILmES AND SHALL AVOID DAMAGE TO ~ I ~ _
ALL UTILmES DURING THE COURSE OF THE WORK. THE ' ' ' ' _ 4 CONTRACTOR 15 RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE _ " '
TO UT1LmES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH r E
OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 11 2" 8' B&B VSA P NSIBLE FOR VERIFYING ALL pK Prunus serrulata 'Kwanzan' Kwanzan Cher 8. THE CONTRACTOR IS RES 0 40 2 8 min B&B SHOD 3 VSA
S BEFORE PRICING THE WORK. Pinus taeda Lobloll Pine ~w ~ QUANTmES SHOWN ON THESE PLAN 4 3.5 14 min B&B SHOD 4 O
RA TOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL pTt Pinus taeda Lobloll Pine TPY ~ Z NT C ~ O 9. THE CO 13 2 10-12 B&B
INCLUDING BUT NOT LIMITED T0: WATERING, SPRAYING, L uercus lourifolia Darlin ton' Darlin ton Oak 10-12 B&B VSA O PLANTING ( Willow Oak 10 2 G v. o. v_ c MULCHING, FERTILIZING, ETC.) OF THE PLATING AREAS AND LAWN P uercus hellos Wi11ow Oak 7 3.5 14-16 B&B SHOD 4
WORK IS ACCEPTED IN TOTAL BY THE OWNER. OP1 Quercus hellos 4 2 10-12 B&B SHOD 3 VSA x M~ UNTIL THE 8
10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT QPA Quercus alustris P';i Oak 30 3.5 14-16 B&B SHOD 4 STREETYARD NO o c N 1 YEAR BEGINNING ON THE DATE QPA1 Quercus alustris Pin Oak 2 10-12 B&B VSA STREETYARD A t Z ~ r` E
MATERIAL FOR A PERIOD OF 0 E 9 CONTRACTOR SHALL PROMPTLY MAKE TD Taxodium distichum Bald C ress 2 10-12 B&B VSA OF TOTAL ACCEPTANCE. THE Villa a Green Villa a Green Zelkova 16 1O~~•-
ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE ZV Zelkova serrata x Icy m _ ~ ~ a
PERIOD. M ~ 3 AKING LOCATION OF ALL ~ ao a a, ; 11. THE ARCHITECT SHALL APPROVE THE ST
INSTALLATION, Sh rU bS PLANT MATERIAL PRIOR TO
12, AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN hunb r ii 'n n ' Crim n P m ar er 36 12" out ACCENT WEEKS UNDER A MIST T rb ris 42 24" nt TPY
LEAF SHALL BE ACCLIMATED FOR TWO (2) CJ Cle era Ja onica Ch, era TALlATION. Pun ens Thorn Elea nus 264 18 out SHOD TPY SYSTEM PRIOR TO INS EP Elaea nus
13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR I n s P n en Thorn le n s 41 24 nt H
B F THE WORK SHALL BE P1 527 18 nt VSA DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE 0 ) ICC Ilex cornuta Larissa Corissa Holl 158 18 ant ~ PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL ICR Ilex cornuta Rotunda Dwarf Horned Holl 12 nt ACCENT
OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL ICS Ilex crenata Stokes Stokes Ja anese Holl 6 NT
IFICATIONS. ni r s mm nis r s Pro tr ni er 1 4 1 out A PLANT LIST SPEC nt
14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY i out STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL cont
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. ~ cont
15. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL 18" out SHOD SA MPLETELY COVERED WITH HARDWOOD LR Li ustrum recurvifolium Recurve Li ustrum 300 „ PY
PLANTING BEDS ARE TO BE CO 41 24 out SHOD MULCH TO A MINIMUM DEPTH OF FOUR INCHES. LR1 Li ustrum recurvifolium Recurve Li ustrum
16, LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE out
PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO 1 1 nt BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND
ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE Peren~als ILITY LINES DURING THE Groundcover FOR THE PROTECTION OF ALL UT
CONSTRUCTION PERIOD. m r i ' i I it urf 250 4" 0 12 o.c. ee„„„ ~~n!
PEDESTRIAN AND VEHICULAR ACCESS M iri x 17. SAFE, CLEARLY MARKED x
TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT tit TI N PROCESS. ~ D THE CONSTRUC 0 and Plants : ~
noon P 9 Dete 4 A 1B. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN r O ,
THROUGHOUT THE CONSTRUCTION ffu Soft R sh 5 8 2 o.c. F A HEALTHY, VITAL CONDITION n 2' o.c. a eria cordata Pickerelweed 781 Pr ul $~rr~~ ~ X PERIOD. PC Pouted iE a
UANTITIES SHOWN ARE APPROXIMATE. i us validus Bullrush 745 Pr le 2 o.c. ~ 19. ALL PLANT MATERIALS O SV Sc ~ ~
RESPONSIBLE FOR COMPLETE COVERAGE OF 'P/ L~ ~a CONTRACTOR SHALL BE ~ jp~, p;
ALL PLANTING BEDS AT SPACING SHOWN. 20, ALL DISTURBED AREAS ARE TO RECEIVE 4 OF TOP SOIL, P, t~d'~'`;,a`'`~
MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS
I DS AND N'"unuu~ia+~u~a OBTAINED. THIS IS EXCLUDING ALL LANDSCAPED SLAN ENTRANCE AREAS. ~.I t~1 e3
C n.+r n, rtLL ~Yi ~iJf~lli~Tl/~Yr~ 'tl , R'Li Ltt i v ~1r~..~~i~, Jt' Cvd ~1~.}~ i ~l`~ ~ ~
NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
DETENTION POND PLANTING SPECIFICATIONS
1. PLANTS WILL BE INSTALLED OVER THE SHALLOW PORTIONS <6"
IN DEPTH (NORMAL POOL) OF THE WET POND.
PLANT MATERIAL IS TO BE MAINTAINED IN COOL, MOIST 2
ENVIRONMENT UNTIL PLANTING.
3. LIVE PLANTS ARE TO BE INSTALLED BY HAND USING TREE
PLANTING BARS (DIBBLE BARS).
PLAN 4. LIVE PLANTS ARE TO BE INSTALLED SO THAT ROOT COLLAR IS
AT (OR SLIGHTLY BELOW) SOIL SURFACE (NOT SIGNIFICANTLY ABOVE
OR BELOW GRADE). EXISTING GROUND 8" 2-PLY RUBBER HOSE
5, PLANTING HOLE WILL BE OPENED BY THE DIBBLE BAR, PLANT DOUBLE STRAND 12 GAUGE WIRE W 2-PLY RUBBER HOSE
PROPERLY PLACED VERTICALLY, WITH ROOT COLLAR AT APPROPRIATE COVERED ( PLANTED FL ORESCENT ORANGE
COMPLETELY NO AIR ~ Q ELEVATION) AND THE HOLE WILL BE CLOSED ( ~
SPACE AROUND ROOTS) WITH DIBBLE BAR AND FOOT PRESSURE. ~ WHITE FLAGGING (TYP.) ~ Z CUT BACK SLOPE ` \ TREE WRAP d
6. LIVE PLANTS SHOULD NOT LEAN MORE THAN 10 DEGREES FROM `0 ~ J TO PROVIDE J
VERTICAL. - ~~U j 4 INCHES MULCH A FLAT SURFACE (n
N FOR PLANTING 4 INCH DEEP SAUCER ~ 7. ALL ROOT PARTS MUST BE IN GROU D 1 ~ W 8' STEEL TEE POST
D Z C. WILL BE PLANTED BY ~ a~~~,,~~a~ Z F'
8. PROPAGULES (DORMANT RHIZOMES, ET } - BACKFILL MIX Q ~ „ ATNE PORTIONS OR ~ O W HAND 1 -2 INTO SOIL SURFACE WITH VEGET ( ~
N a BUDS FACING UPWARDS. ` ~ Z W ) UNDISTURBED SUBSOIL Z
iii i ~ W W Z
9. PLANTING WILL NOT OCCUR WHEN SOIL CONDITIONS ARE NOT , ~ f- ~ 3~ ROPE I W TION E.G. FROZEN GROUND . REMOVE BURLAP do Q Z Q CONDUCIVE TO PROPER INSTALLA ( ) Q ~m
FROM TOP 1 /3 OF THE BALL ' ? W I... ~
10. PLANTING SHOULD OCCUR DURING THE PERIOD FROM MARCH V Z W3 ~a 1ST THROUGH APRIL 30TH. THE TYPE OF MULCH MATERIAL TO USE. Z ~ ~ W
NOTE: SEE LANDSCAPE NOTES FOR W W QZ J
4. m wt W ~F ~ Z
. m N 3 w~
LAWNS. . c~ PE w W SLO ON TING AN PL RE T
Z= 3 LAWN SEEDING SHALL BE AT THE N.T.S. W Z
FOLLOWING RATES: ~ Z ~
W~
. PAR ..1000 S.F. OF LAWN AREA:.-- D _ J
3 LBS. TURF TYPE FESCUE "TYPE A" Q
3 LBS. TURF TYPE FESCUE `TYPE B
a (TWO DIFFERENT FESCUES TO BE SELECTED FROM pq 00
VARIETIES RECOMMENDED FOR PROJECT AREA)
p~0 Oo Use 2" x 2" x 6' hardwood stakes and #9
1 LB. KENTUCKY BLUE GRASS a0 wire encased in rubber hose for staking u b architect. ~0 0 p o when needed or as directed y
E 0 0 ~ o Use tree wrap up to first whirl of branches
o , 0 0 on trees above 1-1/2" caliper to prevent
~ scalding. op o
,oo ~ , To promote aeration and percolation in
o ' 0 0 , heavy sods, plant rootball above existing 0 0 o grade as shown.
p o a e p Backfill with 80~ parent material and 20~
° decomposed organic matter by volume e well mixed.
Provide 6" minimum of backfill on each side of rootball to promote rapid re-
establishment.
Provide an earth saucer for water
retention.
- REVISIONS BY _ Minimum 4" thick pine straw in 5'
diameter circle or as shown on plans. 29 JUL 2003
SKO I_ r = - EXPRESS REVIEW
23 SEP 2003
SKO
TREE PLANTING WAL-MART
F
To promote aeration and percolation in
heavy soil, plant rootball above existing grade as shown.
e ~
Provide on earth saucer for water
retention. 0
Backfill with 80% parent material and 20%
o decomposed organic material by volume well mixed as approved by the architect.
Provide 6" minimum of backfill on each side
I II of rootball to promote rapid reestablishment. I I I'-
I- Provide minimum 3" thick pine straw in 5' II 11= wide planting beds or as directed on plans.
II- il~ DRAWN
SKO GPW
CHECKED
SHRUB PLANTING GPW DATE
11 JUN 2003 (90% CD)
SCALE
JOB No.
G RIBPCW
SHEET
¦
LANDSCAPE DETAILS.

4 5 6 7 g g 5
1 2 3
\ ~ ~ I
AINAGE STRUCTURE SCHEDULE STORM DR
~ ~ ; ~ ~ ~ ~ ! i
ZE LENGTH SLOPE TOP ELEV REMARKS MARK INV IN IMF OUf SIZE LENGTH SLOPE TOP ELEV REMARKS MARK INV IN INV OUT SIZE LENGTH SLOPE TOP EIEV REMARKS MARK INV IN INV OUT SI ~ ~ , iSE BASI~J NOTE - - ~
X NEUSE BASI~J c~> cX~ cm cX~ cm c ) y EXlsr. wETLANOS ~ ~ 1 PROPERTY IS VESTED FROM THE ~ (TYp.)
3' 250.00 245.31 253.2 JB THIS PROPERTY IS VI 1 275A 278.01 RTCB 58 (57) 256.82 256.62 270.1 t JB/MH 63 ( ) REQUIREMENTS OF TF '~REMENTS OF'.THE NEUSE BUFFER ~ ~ ~ ~
- 15' RCP 22 3.OX 63-64 12' RCP 162 0.5X RULES AS INDICATED 12 7H V STEO 1 i AS INDICATED IN E E ~ - - S LETTER FROM NCDENR DATED ~
44 PIPE END RIGHTS LETTER FROM 2 274.33 274.13 278.1t(TC) CI 58-59 42' RCP 97 1.OX ~ 2 ~E91RLshRY T4, 20G3. ,S~t't 14, 20G3. ~ ~ \
.45 ~ 27).91 C CI 65 241.56 253.8 (T'S) R1WI 2-3 18' RCP 46 1.OX 59 255.65 255 (T )
3 273.67 273.47 278.5t(TC) CI 59-60 42' RCP 140 1.OX 65-66 42' RCP 8 2.OX ~ ~ ~ _ , y.. ~ I ! ~ \
A 3-4 18' RCP 3s 1.59. 60 254.05 253.85 1270.9t(TC) CI 66 241.40 241.20 253.6 (TS) RTWI i I ~ v A A
4 272.90 272.70 276.4t(TC) CI 46-61 48' RCP 140 1.Of. 66-67 60' RCP 34 1.OX
4-5 18' RCP 70 1.15X 47-61 15' RCP 66 3.OX 67 240.86 ENDWALL w
5 271.90 271.70 275.51 JB/MH 60-61 42' RCP 244 1. X ' \ `1 1 \ 1•
71. 275.01 CB 61 46 248.76 242.80 266.9t(TC) CI ' ' 6 2 5 ( ) ~ ~ , , A., r . , I ' I ~ _ ~ ~ ~~I, - / ~ /
6-6A 15' RCP 133 3.257. (47) 260.45 ~ , ' ~ ~ ; I f, i FER TO SHEET C-8.1 AND ~ ~ ~ , .1. ; , ry ~ , ,NEW PRNATE
-7 18' RCP 147 3.OX (60) 251.41 A ~ ~ ~ ~ ~ ~ l t 1 ! ~ ~ ` I ` !DRAT AGE EAS PENT i ~ 2 FOR IMPROVEMENTS IN ; ~ ~ ~ ~ ~ ' ~ ~ ~ i
6A-7 15' RCP 90 1.OX ~ RPORATION PARKWAY ; , ~ ~ ~ n
7 (5) 267.28 265.88 271.4(TC) DI 61-62 48` RCP 33 1.07. ~ ~ , , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - ~ - 1 I r _ ~ 1~ , [
62 242.47 ENDWALL \ ~ • , ~ ~ 1 - _ - - - - - - - - - " - - - _ (6A) 266.08 ~ . PRIVAif•- BRAMIA6E ' ~ ,
C ~ ~ ~ . _ ENT TYP. I - " 8 261.5 265.01 B \ ~ ~ _ ) ~ . ~ •i- _ - - - _ , W _p
B-9 15 RCP 117 1.OR i l ~ ro ~ I ~ . . ~ ~ ~ / ~ r ~ - - 1 I _ _ _ _ _ , i O AIL
9 260.33 260.13 265.51 CB ~ I I \ -T....~~ _ z-,-~_ ' - _ _ _ _ = ~ • _
7-10 18' RCP 191 3.3X --~-y' ~ SS ~ r ~ ~i ~ ~ X}~ O A I ' W~ 0 1 - r n
9-t0 15' RCP 70 1.OX 1 i _ ; _ 1 ~ -
7 59.58 259.23 267.8t(TC) CI ~ - , ~ I . ~ _ ~ 15' II~P r 10 ()2 , r-- ~ If , ..i~i ~
~ 1 - I I zeo ; ~ 2so 5' RC ~ ~ . (9) 259.43 ~ ~ - -
10-11 24' RCP 7 1.OX ~ _ - RCP \ ~ ti ~ _
11 259.16 258.96 267.8t(TC) CI - • 1 ~ ~
11-12 24' RCP 40 1.27. ` ~ ~ ~ ~ ~ ~ ~ - ' 270.95 - - R AWING WAL ~ ` m RoP _ NEB ~ - NEW CL. B EROSION :15 r NEW ~ATE-BRAINAGE TOP OF WALL V~RiES ~ as ,
12 258.56 258.36 267.7t(TC) CI ~ ~ + , - _ ~ F R - - ' r ! c. \ B ~ ~ - o o ; ONTROL STONE APRON i ~ ~ ' ~ ''EASEMENT (TYP.) ~ ' ~ ~ ~ 5~ MAX. ~ • - C r ~ 1 ~ ` , 1 ~ ~ i~(MIN. 32'Lx12'Wx22'iH)
12-13 24' RCP 168 1.57. - - ~ 6' ~ ~ PRIVA~~ ~ 1 ~ SLQ~E - _ ~ _ ~ ` c,DN GEOTEXTILE FABRIC
~ ~ ~ 13 255.84 255.64 267.2t(TC) CI ~ ~ ~ ' 1 ~ ~ ~ .f ~ ~ ~ „Fc~ DRAINAGF~/~EASEMENT ~ 1 ~ ~ s. TRAM 1 r i . ~i ~ - - ~ \ •
14 257.33 262.Ot(TC) CI \ \ i r ~ ~ P . 1 • ~ 271.0' 971.5~~ \ ~ ~ ~ 1 , , ~ - ~ - , } ~ ~ ' ~ : ~ "f..' j c ~ f' LINE ENBANKMENT WITH
14-15 15' RCP 39 1.07. ~ ~ I ~ ~ % . ~ ~ i I ~ ` 1 i ~ ~ " - `U ' i, , ~ ~ ii ~ - -1 ~ ; ~ CLASS i RIP RAP (MIN 22' -
15 256.94 256.74 262.Ot(TC) CI , \ ' ~ , \ I ! r~ - I j ~ - • ~ _ r ~ ; , ~ ~ ~ THICK) ON GEOTEXTILE 0 ~ ~ -y,~ ~ ~ ~ A
15-16 15' RCP 59 1.07. \ \ \ - ~ ~ \ - Z ~ 1 ~ ~ + s ' ~ ~ FABRIC TO ELEVATION 246.0 + X70.54 ~
16 256.15 255.95 265.4f(TC) CI \ ~ ~ ~ I _ 268.83 ~ • ,A ~ i , •l. Se ~ ' 'LP 1 : 42 RCP 1. ~ I , ~ r D S01 ~ ~ i OR eo t,n \ WO FLOOD HAZAR LS
16-17 15' RCP 33 1.07. ~ ~ ~ i 17 255.62 255.42 263.Of JB/MH ~ _ 'b • b _ , ~ ' ~ 42' ( BM 1988, PG 1363
sa ~ 18 255.23 259.5t(TC) CI ~ 'y ~ • ~ a ~ ~ J~a ~ ~ , TYP. EA. SIDE - r \ , \ , \ ~ t +n 48" RCP • ~ (
1 18-19 15 RCP 67 1.OX / • ' I i ! ~ \ ~ I 2x1.92 271.9 5p 1" ` ~ ~
~ I z- - I I I g - \ ~ ~ 19 254.56 254.36 261.9t(TC) CI / , I ~ ~ ~ ' I ~ ~ ~ \ , 272.0 271.5 ~ 271.9? ,i - - \ ' ~ 1271.5 272.0 ' 271.5 271.92 ~ e~ ,
I i K - 1 7 ~ .N. R ~:.i, 19 20 15 RCP 184 .0 , 1 ! 272.0 ~ 271.5 n 269.5 p 272.0 - BERM - 254.3
20 252.52 252.32 261.3f(TC) CI ~ ~ - - - i , ~ ~ r i 1 O ~ I': ~ , - ~ - \ ~ ~ I I I 267. ~ - ~ i ~ ~ 36" RCP ~ N J • ~ 11~
20-21 15' RCP 183 1.OX \ j ~ ~ t~ rl ~ 269.5 A ~ .r, _ ~ hid ' I • ~ 60" RCP t~ ~RQ ~~i
~5, I ~ CI ~ ~ ~ f j • 21 250.49 250.29 261.6f(TC) 5.~ 1 , ' ~ I ' ' 27.1.33 : ~iNEW CL B EROSION , / ~ I , ' i ~ ~ • ~ .I 9
17-22 15" RCP 233 1.SX \ ~ i ; ' 27 L3 - • 1 , ; ~ , 271 s2 ~ © 1 ` ~ CONTROL STONE APRON ~f Q ' ~ ~ ~ / ~ ~ ~ ~ a ~ ~ ~ MIN. 40'Lx15'Wx22"fH 4 ' 22.0 1 ~ 1 • ( )
y MAX. SCOPE ON ~ ` ' 5 ! v ~ • 21-22 18' RCP 10 1.07. IDEWALK ; ; 271 2 ` ~ , ; ; I ~ ` i , ~ BERM: 249.0 'ON GEOTEXTILE FABRIC
/ ~ 1 I , , _ _ _ _ 271.8 22 (17) 251.93 250.00 261.5t(TC) DBL CI r~ ~ ; ~ ' ~,I ' ' I ~ ~ NOTE: REFER TO LANDSCAPE
I ~ 272.0 I (21) 250.20 ~ I ??.g~ ~ ~ ,r~r~. • ~ ,p 'PLAN FOR SLOPE t•' .
~ ! 271.6 ~ STABILIZATION AT DETENTION 0 ~G r'
C ~ PR i ~ ~ ~ 1 271.8 ~ 71.5 22-23 24' RCP 125 1.OX ~ j ~ ' ~ ~ \ - ~ ~ ~ , ' ,I I 1, ~ , ~ t° ~ t~ 1 PONDS AND LEVEL '•.,P. N~0.~~`' 271.62 , 1 _ ~ I ~ wET aOND 2 ~ • ~ j ' ' i , I ~ ~ /.r.. , 1 , .-SPREADERS
23 13 251.00 248.50 262.61 JB MH y-' ~ ' ' ~ I ~ W~ . ' i ~ ` ' l w.E.~ 250. ~ ~ Lt ~
I' r I ' (22) 248.70 ~ 1 ; ' 1 \ \ gin' ' si Z7 271.92 f I I ~ ~ ~ NEW CL B EROSION i ' ~ ' , I I LEVEL- CONTROL STONE APRON'
~ sz / I 23-23A 30" RCP 55 1.5X ~ r 272.0 ~ ; i ! ! , ' I I S ~ EADE ~ ~ .'r , . (MIN. 21'Lx12'Wx22"TH)
247.68 47.48 262.78f TC CI \ / - ~ I I i ' ' . 23A 2 ( ) ~ I ' SUPE~CEN~E~ JL92 ~1 .':'.'.I:'. ' N OT XTILE FABRIC _ 0 GE E
- 4 30" RCP 120 1.57. ~ ~ ' ~ ~ - / + I I 23A 2 i I ; f, i - ~ 1~ ~;C='f~g2--~GL OL ~ j , • NEw LEVEL sRREAD~R ~1
24 (23A)245.68 243.82 256.01 JB/MH \ ,,~p ! ~ I,' I ~ ~ • i ' , I ~ I ' - ~ rti. i ~ . i ';r'; ~ ® ~ i / _ SEED ANY BAR AREAS
~ .9 c • 1 ° 272.0 I ~ 203,942 , S.F. a ~ ~ ~ ~ , , ; I ~ r~ , t n ~ ~ , • ~ . • j . ~ - IN LEVEL SPREADERS ~ ~
24-25 30' RCP 91 2.OX NEW RETAINING WAtL ` , I `il"I I k TOP OF WALL VARIES I ~i~, ~ I ~ ,~I~; I I ' I I f.F.E. = 27L.O 7 ~ I ~ 12' RCP WITH WEEPING LpvE ! ~ ~
25 243.78 FES ~ I 27 ~ I i , I ' ' ; I ; i , ,'i;, I i i ~ 271.6 i / ~ / , -~6F_'~,S$ I I , ; I 1 271.92 O fj!~ ~ • 12' RCP ` ~ ~ y.
25A 2' 247.3 242.33 249.8 JB ; I ~ ' I • ' ~ ' ~ ' ~ ( ) \ °,~,i I ~ Q / 272.0 I;,`. 1; V J ..i . ~ ' ~:42• RCP r ~ °T~ ' ~ 1 ~
25A-25 12' RCP ss osr. , ~ I I ~ ! + ~ ~ ' v2.o ~ ~ I , i I ~ ~ ~ ~ ~ ) L` f~ ~ 1 % ~
258 242.00 PIPE END ~ 24 ~ ' } ~ ~ , I , . , ~ , ~ , / ~:F1~ -i--~/- . i ~ ~ ~.,i ~ i / ~ NEW CL. B EROSION
25C 242.00 250.31 (TS) RTWI ~ ~ ' , I ' ~ ~ ~ ~ u ' , , ; : i N CL B EROSION , , " _ _ ~ ~ I I ~ ~ _ > ~ ~ t ,CONTROL STONE APRON
~ ~ i 25C-25 42' RCP 31 O.SX ~ I ! ~ ~ ~ 27 .D ! ~ 1 1 , ~ , ' ' CO TROL STONE APRON j _ ~/~i ~ V V~ MIN. 20'Lx7.5'Wx22fiH tt,f (MI . 32Lx12'Wx22"TH) :a'i i ON GEOTEXTILE FABRIC
25D 241.85 ENDWALL ~ ~ ~ + 'I 2 1. ~ ~ ~ ~ , . I ' ' ' i ~ . . ' 1 ~ I i i 4 ' ; I ' ' ! ~ ON GEOTEXTILE FABRIC © ; `,i' 1 ~ I
26 (15')279.06 278.86 296.01 JB/MH ~ • ~ i I ~ ~ ~ ' ~ ; ~ ; , ' ~ ~ ~ .I. I I ~ i ~ - ~ ~ ,PROPOSED ~ ~ ~ ~ • , , ~ ~ ; , ~ ~ N - °J BERM 250.8 Q
(2)2 950 ~ ; 'I• ~ 271.7 272.0 ~ / 1~:.:-, i I ~ j yowET POND d ~ ~ ~ ~ ~ 7 ~ - - . - a W.E. 24Z. ~ \ r
l i 27 .p 27 280.30 288.3f RTCB 1 ~ ~ ~ I " •o i , R •P' ~ - ~ ~ Z
1~ ~I I 72.0 ; I, 6-27A 42" R P 172 2.OX + VP 4ii h ! ~ 2 C 1 ~ 2 .2 ti ~ i; ' 272 + } I, - 272.00. ~ ~ ?~ir•f' ~ _ i \ ,NEW RETAINING WALL i J r •272'0'- ao i"` ` ~ i . 272.0 - _ 4 ~ ~ TOP OF WALL VARIES .
D 27-27A 15" RCP 23 10.07. ~ G ~ ~ ~ p GUY ~ ~ ~ ~ 271.Tb I 271.75 ~ ~ - _ - ~ ,
27A (26) 275.42 271.40 283:Of CB ~ ' _ , c, , - - ro 272.0 272.Q 1 _ r , ` i 271.7 ~ ~
~ i ~ .~"2yC- ~ i I~~•o'~ ~ . • (27) 278.00 ~ , ' ~ ~ ` ~ ~ ~ ~ to Z f' 6 OC
1 4 83.01 RTCB ~ ~ r-•.,,v, ( ~ ~ 27~.8~- .271.85 I' ~.--,-y--.~ 28 27 .2 2 ~ -f MlN ~ ' 7 f - I . ~ ~ 19 71.75 PI ~ 1 i a 2 14 ? 261.1 15" - ~
29 275.93 279.7t(TC) CI 7 ~ ~ ~ - ' / , ' ` D IN (TYP,) 271.7 ' ~ ' • r r ~ 6 c U d 271.75 27.75 ' •'I I ~ ~~263.J 263.3 / \ S W W Z Wa
29-30 15' RCP 53 1.OX 1 \ : , ti ~ 46 RCP 1 n l~E 262.8 r k ` _ ~ r~ - 2 9m
30 275.40 275.20 279.8f (TC) CI ~ , , ~ " ~ - - - - 1 ~ _ - ~ 271-8 - ,.-~~•J_ 27o.a ~ `rr s ez. ~ ~ 0 OW t ~8" RCP 63.5 ~ . ~ ~ Q ~m 1 , oW - (D
30-31 15' RCP 24 1.OX _ ~ - = _ - ~ - _ - ~ ~tpp - ~ .270.3 ~ ~ _ _ - - .~E I' W - ~ U ~ a. 770.22 ~ , +r 262.75 . •263.5 ~ Z e ~ 1 ' - -'RROPOSED , ' 262.8 V - f3:
31 274.96 274.76 285.St(APRON) RTCB ; ~ a P r l - N.. . I , 270.22 `f~ 265.0 - RETNL ~ U 26 5 ~ '°o, Z ~ ~ W A ~ ~ ~ a ~e 0 t - . PROPOSED' . _ . ~ ~ , " lLl Z } W
1-32 15' RCP 66 4.4X - ~ A 3 ~ _ a ~ " ~ ~ o . s s FFE 263.5 - - ~ ~ W J a ~ ~ r ~ ~ ° 4 . RCP ~ „ OFFICE." ~ - - a m W W
32 271.86 271.66 275.8t(TC) CI _ - _ ~ ~ a ~ ~ ~ i r a _ 15' RCP _ ~ • ~ ' _ 1 36 ~ ® ~ ~'0 3 W ~ , ~ ; g, a ~ =263.5 ~ ~ ~ ~ ~ _ ~ P ~ ~ • RCR ~ ,j• r 263.5 ` ~ ~ ~ 3 J LU -J
27A 33 48' RCP 128 2.OX . ~ _ - ~ ~ i R 263.6 ~ m W l • 1 r ~ 262.84 ~ - 1 1 ~ ~ . ~ ~ ~ - ~ ~ LIJ C<
28-33 15' RCP 60 4.OX - _ = J : lP - ~ ~ ~ _ _ ~ , ~ - ~ } J. + ~ i ~ ~ ~ 41 ~ ' ~ 262.86 i~ ~ \ , o i ~ 62.68 _ - ~ Z .
32-33 18' RCP 146 1.OX ~ ,1_ - 262.6 I 1 1 - - W
33 (27A)268.84 268.64 275.8t(TC) CI - ~ ~ g,5 % , i 'r ~ 1 ' 262.84 ~ : 1 ' 262.84 ' 3 i . Z 48" FCP 6~' I _ L 3 ~
(28} 268.84 - 5 RCP " _ 32 2/0.20 f? - ~ _ - _ _ - 1 ~ ' ' f.. - - ~ ~-262.48 I I ' ~ ~ I 262 48 ~ - ~ ~ MI ~ - ?4• K ~ ~ ~ ~ RCPT I ~ j 1 ! ~ CP~ - 15' RCP , ~ 262.84 ~ ~ Q
II - . - y ' - _ - - - - _ i ~ , - ~ V u_ x ~ o
34 266.63 270.5t(TC) CI I L - _ - _ as _ _ ~ ~ ~ • 260.98 1 - ,4 a
33-35 48' RCP 263 2.59. ` 2FiR.1 . , ~ • 4' ~ 15 ~ r' I M ~ ' r~, 2 O _ 61..Y
34-35 15' RCP 123 2.5X , , - _ _ - " - ~ - - - - 9iV - - I 1 ~ ~ i 4 l/ ~ , 40 21
35 (33) 262.07 260.28 268.6t(TC) DBL CI ` f ^ - - p~ _ - - - , r. % fj ~ ~ '
E (34) 263.85 ~ 4 II a si !s - - ~ ~ 15' RCP ~ - ~ ' 1 ~ '.•I ~ ~ ~
35-36 48 RCP 18 1.2X ~ i ~ ~I r~ ~ ~ i ~ I r l i
36 260.06 259.90 268.6t(TC) DBL CI _ ~ - Q ~ ~ ~ NEW RETAINING W ~ ~ ~ ~ r i'I ' 1 ' i. ! ' w ~ ~ ; ~ ,
36-37 48' RCP 245 1.2X ~ _ _ _ TOP OF WALL IE _ - ~ , 37 256.92 256.72 268.9t(TC) DBL CI BENCH MARK ~~~'a I ~ ~ ~ i ~ ~ ~ , r
FlR H RANT \ I ~ ~ ~ Iii _ _ ! - ~c , 37-38 54' RCP 130 1.OX E YD ~ _ _ ! i ~ ~v ~ ~o ~ i ~ i a ~I ~ ,
TOP PAINTED FLANGE BOLT \ ` - _ ~ ~ _ - - - ~ . 38 255.42 (39) 255.22 268.31 JB/MH ELEV-297.53 ~ ~ - r- _ - ' 1 ~ +
42 255.22 SPUTTER (NEW BENCHMARK WILL NEED o \ - _ ~ oq ~ ~ , y74,7:: _ _ ~
( ) ( ) TO BE ESTABLISHED) yq4 - _ ~ - 275.7 - 1 - _ - , 38-39 48' RCP 75 S.OX - _ ~ _ _ _ - ~ ~
39 251.47 247.87 266.31 JB 5'X5' ~ - _ _ - 1 ~ ii I ~ ~ ~ ~ -
y r r 39-40 48' RCP 47 1.07. - / - - ' _
I ' ~ ~ `273.5 ~-"e 40 247.40 ENDWALL
41 260.96 265.2±(TC) DBL CI a s 8.0% _ '
38-42 48' RCP 64 1.0% .274. 2 9 - -
} i 4 RCP 41-42 18" RCP 129 3.0% 1 \ \ 15' RCP _ i 269.4 267.3 263.1
47± JB MH 15' RCP 42 (38) 254.58 25.38 268 / _
41 257.09 s > • a > - - REVISIONS BY 12 Y
-43 48" RCP 32 1.0% - - 42 • • A w APR LW V 8KO
43 254.06 253.86 269.4±(TC) CI i . • ' - - - _ ~-OM D 18' RCP (DE" CIM SKO 1 s 76,8 24' RCP n n
43-44 48" RCP 105 1.0% - 76.34 0 15' RCP . 06 JIM 2005 66.34
00 44 252.81 252.61 270.3± MH QpW mWQ REVEWI ttt aww
44-45 48' RCP 105 1.0% 6.1 274 2 i 270.5 to - - 264.8 / _ fl JUN 2005 - P ~ - - ~ 1(F. n I 2 1.46 I ~ 265.4 15' RC 3 _ t p 4 (90% CD) DLH
45 251.56 251.36 268.5±(TC) CI - 8 C- 270.92 270.4 s 267.0 DLH
45-46 48' RCP 100 1.0% a ; 1 0~ 12"X12" PRE--FABRIC 2" PRE--FABRICATED - .277.0 - i I I 21 AL 2005
1 tr t l o 46 250.36 250-16 268.8±(TC) CI REFER TO SHEET C-8.5 PVC-AREA DRAIN Vk=l ~ RAIN I 271.04 15' RCP QPW 1REA D _ t l o i ~ II fq3w$} ~ q OPw
FOR IMPROVEMENTS IN TOP=2'76:8 a0 47 262.43 265.9±(TC) Cl NEW HOPE ROAD INV=274.8 276:8 276.84 70.7 - ° 15' RCP t i !74.8 _ - 1, r
49 266.48 283.0± CB M p a ~ 277.0 I 2 .34 271.56 271.06 ( I 267 is
v 49-50 24" RCP 52 .0% i j NEW RETA N1NP WALL •TOP_OF WALL VARIES _ ~zec- 6\ 27 .98 265.98, - l
50 264.92 264,72 269.5±(TC) DBL Cl Z 1 _ I m 70.9 ~ PROPOSED Q.
51 268.00 272.0±(TC) Cl ~ - _ . _ 1 , ~ _ e RETAIL
_ NEW RETAINING .WALL ~ 50-52 30' RCP 97 TRACT ID ' 1.07. - - - ~ - ! - - - - ~--zea-~ Q - ..SIGN " " - - T00 -Of WALL VARIES RETAINING .WALL - 277.0 FPE - 271.7 2 0.0 h ' 'PROPOS WALL VARIES 270. 271.56 271.06 2 .5 a I 266.34 PROPOSED; 8' PVC 0 )F I T0P-276.8 RETAIL 5.7 266. 4
w 51-52 15" RCP 25 9.0% RtaniL : 1% MIN I i FFE - 277.0 I FFE - 267.0' ,
52 (50) 263.75 263.55 270.4±(TC) Cl 8 8 ,.PVC: 0 t.0•% -MIN. 'C 0 t:o-% -MIN. 0P=276.84
I (51) 265.75ppu V •w 8' PVC \ ® -1-.09. MIN. 27 w 'C.® -1-.09. MIN. - %or 266.84
U 52-53 30" RCP 120 1.0% - r ` ` - - - - • RC w 6' PVC 0 267.0 5.0% MAX. , e I 1% MIN 8 266.58 SLOPE 6
i 53 262.35 262.15 269.81(TC) Cl 3 8 79.1 - - - - -
3 54 266.80 270.8±(TC) Cl v 9 pp P MH PP UGFOC _ PP OHPkPH P P DRAWN
• 54A 278.00 281.5± Cs pp I -
N 53-55 30" RCP 155 1.07. ! on-on -0 A CFECKED -
-----x - a w w w w w wp r w--w w y 54-55 15" RCP 93 5.07. w w w w w w w w w~~ w w -_____~--_H
-55 15" RCP 155 10.0% a U'GFOCM~ 4 gOUTHERN BELL 54A 1 F18ER OPTIC CABLE MARKER ! NOSE: DO NOT EXCEED 2% SLOPE, , I UGFOCMJ ~ DATE ILE MARKER EACH WAY ACROSS HANDICAP !
55 (53) 260.60 260.40 270.4±(TC) Cl - ra 3 0 PARKING SPACES NORTH 31 MAR 2005
Id z U (54) 262.15 - ' s ~ SCALE
c -UGGL Q7 (54A)262.50 1 - - _ ~ TV x 1 •80'
0 56 262.53 266.3± TC Cl -------Z(A 0 60 120 180 ,pg No.
55-57 36" RCP 239 1.07. a 1 a
/ 56-57 15' RCP 80 5.0% yA~ ~ REFER TO' SHEET C-8.3 AND RBPCW r
3 ~ EW' BERN' AVE. ,(U. S. HIGHW U 57 (55) 258.01 257.81 269.3±(TC) CI o S. HIGHW, Y 64), 8.4 FOR IMPROVEMENTS IN SHEET NEW BERN AVENUE SCALE IN FEET i
11 m (56) 258.53 s a PP PP
D: 57-58 36" RCP 99 1.0% / I a DD Pp,-
I
U N GRADING PLAN.
0 L_
C OF SHEETS 's
L~
f

6 7 g g
4 5 3 1 2 5
\ \ \ ~ ~
y \ i ; ~
RAL NOTES GENE \ t\ \ ~ ~ \ ~ \
1. ALL MATERU~LS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE \ ' ~ / ' ,
WITH CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND ' I ~ \ ~ \ \
SPECIFICATIONS. ~ \ \ _ \ ~ ~ \ r.~~
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) ' - 1, 1 ~
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. \ _ GRAVEL AND RIP RAP
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING A UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS , c i l', .I MPORARY i ~ , 'i ~ a~ ~ ~ FILTER BASIN ~5 j 'o I \
PRIOR TO BEGINNING CONSTRUCTION. ! ! I \ ~ 1 j ` i \ i I ~ ,A ~ ~ A - ~ /
Y REFER TO SHEET C-8.1 AND ~ INST SILT FENCE ' Cb CT~2 S ROVIDE \ ~ ,CRAVEC\ D RIP~•RAf? ~ NEW SILT FENCE WITH ~ \ SILT FENCE AthDITI NAL SONS U IONS, ENTRAN S / ' ~ ~ ~ / ? \ ~ TREE PROTECTION SIGNAGE ,
4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY 8 GRAVEL ~ RIPRAP HORSESHOE R BASIN 2 8.2 FOR IMPROVEMENTS IN , _ _ACROS PIPE ONCE KEN CLOSE, INC. GRAVEL do RIPRAP FlITE ~ FlLTER BASIN ~3 OS PIPE ONCE AS CO PORATION PAR AY',IS ' FlL~tER N ~4 ~ / ~ , I INSTALLED AND ` ~ ' (TYPICAL) 1 ~ \ A
D AREA ~ 2.4 AC CORPORATION PARKWAY PIPE I INSTALLED ~ ~;DISTURBE DISTURBED AREA = .92 AC BACKFl BEGINS COMP D AND EXIST. \ ~ ~ti ~ - ~ i / \ KFI BEGINS RNE IS MOtlED AS \ ~ / ~ / CRbSS-1~CCES9, 0 ~ ~ ~ ~ ~ o
5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS. ~ ~..pRAINAGE AREA ~ 2.4 AC DRAJNAGE AREA = .92 AC MIN, VOL. = 2.4(1815) ~ 4,368 CF ~ MIN. VOL. _.92(1815} = 1,670 CF t ; ' R UIRED`TO PREVENT~MU AND~~ ~ ~ - -1 \ ~ / NEW TEMPORARY GRAVEL \ A J ~ EO ~ \ / ~ ~ r
~ ~ FUSE 2Tx 54'x 3' DEEP PIT ~ i ~ ~ USE 1Tx 34'x 3' DEEP PIT ~ ~ ~ DEBRIS FROM BEING DEPr~S ON \ ; r \ \ ~ ' ~ CONSTRUCTION ENTRANCE ~ r / \ n j THE PUBLIC' STRElrT. \ Z , - ~ ~ I~ ~ (BEGIN AT EDGE OF EXIST. / ' \ \
~ \ ~ BERM ELEVATION = 288.0 _ - _ _ _ _ _ _ _BERM ELEVATION = 264.5 ~ ; 1 ' ~ ~ \ 1 ENT) ~ ' s \ ~y r
\ ;G CK DAM, ----------.+v_ _ ~1, i 1 _ ~ i , f ~ ..~e~ - A ~ ~ j ~ ~ ~ ~ / \
\ ~ / ~
_ J ~ _ _ , 1 ~ FEN ONCE' ~ _ _ _ - _ _ _ ~ _ _ _ _ ' ~ , - ~ ; - ; - 1 _ - - ' ~ ~ , u ~ ~ r _ r^ ' 260 / /
' ~ ~ m \ DITCH 15 REMOVE - . - - - ~ - - - - - ~ _ , . - _ ~ ~ _ ~ ss ~ N Q. _ - ~ _ _ - _ , L ~ 1 i
_ ~ / ~ I I T \ ~ 4 ~ ~ _ 1 ; 1 r r ~ 1 . r• a'r i~~ "~6
' I: r ~ / ~ r . r• o , ~ ~ r ~ ~ ~ i X
.I ~ , I ~ ~ • ~ A , ~
~ II ~ 290...~~,\~ 260 X15' RCIZ I ~ "Rrw 1 ~ . ~ .1 • , = . a ~ CONSTRUCTION SE UENCE r ~ ~ 1 _ . , f ~ I
T NCE WITH TREE I ' _ (tCP ' ~ - ® i ' ~ - .L ' NEW SIL FE ~ ~ - ~ \ ~ ~ j I ~ - > r i__ ~ , 1. INSTALL TREE PROTECTION FENCE AND SILT FENCE WITH TREE PROTECTION ~ as - ~ ~ ~ F R N- IT IN P TIN Y NIN IN P TOR. ~ b as r , _ , ~ ~ ~ \ SIGNAGE. CALL 0 0 S E SEC 0 B ZO G SEC
PROTECTION SIGNAGE ~ ~ ' ' ° l _ _ ~ ~ V ` , ~ ~ ~ . ~ ~ ~ ~ "I RGP ~ .
, ~ ~ - ~ 5 ~r I _ EYI TEMPORAL ~ \ 2. IF APPROVED, OBTAIN GRADING PERMft. -`A€IN TEMPORARY R6CK ~ ~ NEW CL. B EROSION
r j ~ ! 4' CHECK DAM 15 r \ i + CHECK DAM ~ ~ ~ ~ ,j' ~ ! `CONTROL STONE APRON _ ' ` ' ~ ~ ~ ' 1 l \ IN. 32'Lx12'Wx22"TH 3. INSTALL INITIAL EROSION CONTROL MEASURES INCLUDING GRAVEL CONST.
~ ~ ~ ~ ~ .1 'IRAN i ' 7 /'f ~~-~Y..~. ~ \ , / , , ~ r ~ ) ENTRANCES, GRAVEL AND RIP-RAP FILTER BASIN ~1,~2,{(R3,~4 AND ~'5 _ ? ON''GEOTEXTILE FABRIC RISER BASIN 6, 7 AND 8, ROCK CHECK DAM, INLET PROTECTION
" , r ~ ~ _ ~ / ~ , \ ~ - SEDIMENT PIT, SILT FENCE AND TEMPORARY DNERSION SWALES. INSTALL ~ -
~ , / RISER BASIN FILTETt ~fi PERMANENT STORM DRAINAGE AS SHOWN ON DETAIL AT RISER BASIN ~6, ~1 ~ / ~ 7 AND 8. ~ f \ 1. ;'~,I a 1 J, \ (REFER TO DETAIL FOR IY ill
/ ~ ELEVATIONS ON DWG.
\ - 7 ~ ~ ~ i / ~ r 'I 6 ~ ~ ~ ' " - ` ~ ~ ~ + , 4. CALL 890-3453 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. I_~. 1 \ IF APPROVED, BEGIN CLEARING AND GRUBBING.
~ I , ' b ~ ~ 1 - 1 ~ \ - - I - 1 I ____J \ ~ ~ ~ o - \ ~ ` ` ' `~a
. , ~ ~ / ~ , ~ I _ _ f , ; ~ 42 RCP . ~ ' WO FLOOD HAZARD SOILS 5. MAINTAIN DEVICES AS NEEDED. GRADE SffE. INSTALL STORM DRANAGE AS
/ _ _ , 1, I III r f ~ _I I b _ ~ ~ ~ ~ \ BM 1988, PG 1363 SfTE IS BROUGHT UP TO GRADE. PROVIDE INLET PROTECTION AS SHOWN Iy ' ~ ` \ RT RMWA T PR I RM- ~ ` ~ ~ , \ TYP. EA SIDE ON THE PLAN. DNE STO TER 0 OTECTED NLETS. NO STO
1 \ i l ~ ~ I ` t p . ~ ~ , ~ - ~ ~ \ 48• RCP ' \ ~ \ ~ ( ) WATER SHALL BE ALLOWED TO PASS FROM INLET ~ 38 TO INLET ~ 39 ` ~ - - ~ \ UNTIL ALL UP STREAM AREAS ARE STABIUZED AND SEDIMENT PIT AT
. ~ _ ~ \ ~ RISER 6 HAS BEEN APPROVED FOR REMOVAL. PROVIDE SOUR WATER-
GRAVEL ~ RIPRAP FILTER \BASIN ~ 1 ; { ! ~ ' ~ ~ ~ I 1 I ~ . a ~ ~ 61 - 1 \ ~ f. TIGHT LATE AT INLET ~ 38 SO THAT NO FLOW IS ALLOWED TO GO TO \ n ~ p , ~ INLET ~ 39. FILTER BASIN ~1,#2, AND ~`3 AND RISER BASIN {~8 SHALL
STURBED AREA = 1.25 AC , { I ! I ~ ,i ' ' l ~ ; ( ' ` , D. NAGE (AREA ~ 4.19 AC . ' { I I I ~ A ~ ~ I tl NEW TEMPORARY (DIVERSION , RSION p • ' ~ ~ \ t \ ~ BE REMOVED ONCE ALL STORMWATER IS DIRECTED TO RISER BASIN ~6
_ 1 I r - _ , ~ I MdJ. VOL. ~ 1.25(1815) - 2,269 CF ~ l ~'I ~ j; l'•. J SWALE. ADJUST OCATION AS , 'ION AS ~ i A 'ti 36' RCP V ' o ~ AND {(17.
~ ' 9'x 4b'x 3' ` EEP PIT I ~ ~ ~ ~ ~ ' ' I ~ ( ~ . ti REQUIRED AS S E IS ; ' ~ ~ ~ USE 1 D ! ~ I , I _ j ~ I ' P GRADE BERM ELEVATION ='.284.0 ~ I ~ ' ~ \ ` ~ ~ . i ; , ; I A ~ ~ I BROUGHT U j ~ \ ' ~ , 60' RCP ' ' ~ ~ ~ 6. BEGIN BUILDING CONSTRUCTION.
/ , i , . I , l \ ' f I', I r ' ~ 1 ~ ~ - i l~ ' ' ,NEW CL. B EROSION ~ ~ ~ ~ ~ 7. STABILIZE SRE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH ~ ~ CARO(~ •y~
~ ~ _ ' ; I , ~ ! I ~ , j ~Nj , A i A i ~ , ~ \ CONTROL STONE APRON VEGETATION, PAVING, ETC. Nq
~ r ~ ~ ~ ~ ~ ' I ' , ! ` ~ NEW SILT] FENCE W TREE ~TEMPORAf~I' DIVERSION ~ ' ~ ~ I ~ I ' ' ~ , ~ ~ ~ ~ I--- ~ ~ 1 ; 1 - - ~ " ` I ' ~ PROTECT(@N SIGNAGE TYP \ ' BERM: 249.0 I \ MIN. 40'Lx15'Wx22•TH} E$$ TREE ~ 1 . - ~ ( F H TYp `,1 \ \ ON GEOTEXTILE FABRIC 8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABIUZED
f. ) f.) \ _ ~ \ - \ ~ ~ \ ~ - , , \ COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR.
i ,i ~ ~ TEMPO Y~'GRAVEL ~ ~ i ~ ~ I I ~ ; 8• DI IF IS APPROVED REMOVE TEMPORARY ER SION ONTR MEASURES
~ ~ N CTION ENTRANCE ~ I ~ i i ~F ~ 1 i ' ' ~ ' . 1 \ CO ~ , ~ ~ , ' ' REMAIN ~ ~ ~ , ~ ~ ~ ~ ~XIST. DRIVE 0 \ i ; i r ~ 9 SITE 0 C OL y UN \ ~ ~ ~ 1 AND SEED OUT OR PAVE ANY BARE AREAS. ALL SEDIMENT SHALL BE L
P TI N ~ i~ I I , i ~ ~ - _ _ ~ ( ~ ~ ~NTIL COR 0 0 \ ,cS- i' / I ~ 1 i ARKWAY ~EN TO SERVE ~ / /'•r• • ~ ~ ~ REMOVED FROM THE WET PONDS AND THEY SHALL BE GRADED AS SHOWN \C~~•' SERVE ~ ~ , ` , AND SEEDED. ONCE SITE IS STABILIZED ANO EROSION CONTROL MEASURES p. EN •
~ I ~ t ~ , 1 cn , , ' ~ / ,ADJACE PRO ~ \ , ~ ~ ~ , ~ ~ ~ • " ~ ARE APPROVED TO BE REMOVED THE SOUD PLATE SHALL BE REMOVED. ~
J 1 ; , t 1 S 7 i I ' THE FINAL ORIFICE PLATE SHALL BE INSTALLED IN STORM BOX yy38 ON ? / c r 1 . ~ R
~ ~ ~ ~ I ' I.. I ~ _ - • ;.•r ;i:• OUTLET TO STORM BOX 42 SO THAT STORMWATER OUTLETS TO WET ~ -N CL. B EROSION POND 2 AND EXISTING STREAM. / •~o' 4• EW
i~ ~ I I ~ i i • ~ J J • CONTROLS NE APRON
~ 15' RCP ~~I 1 ~ ~ ~ ~ ~ I I A I T ~ I , _ ~ OSED ~ I / ~ ~ ~ ' ' (MIN. 21'Lx12 x227H) 10. WHEN VEGETATION HAS BECOME ESTABUSHEO, CALL FOR FINAL INSPECTION a ~ ~ % ~ UN GEOTEXTI FABRIC BY CONSERVATION INSPECTOR.
~ ~ \ I I ~ ~ I ; , I . ~ ; ~ ' ' 'I~ p,~,~~,,,a WAL-~IART NEW CL B EROSION ' - A`II `d ~ ~ \ '1' SUPERCENTER NTROL STONE APR ~L. B EROSION - ~ i ~ ~ ~
\ ~ ~ ~ i ~ , REMOVE CO ~ I ~ I , m j ; I I - ~ FFE =2'72.0 MIN. 20'Lx7.5'Wx22" tOL STONE APRON ,,o ~ • f ~ 1 TOTAL DISTURBED AREA: 38.8 AC t 20'Lx7.5'Wx22"fH) ~ • ~ ~ ~ `
, I ' 1 I ~ , ~ N GEOTEXTILE FABR 1 ~ A 1 li ~ f i ! ~ I!,~ ~ , O I` ~ I ~ . EOTEXTILE FABRIC i ` , ~ ~ 1~~
~ / .^.;~,.y. P ~ ra NEUSE BASIN NOTE
. I. ~ I~ ~ ~ ~~v PROVIDE BLOCK AND G L ~ ~ ; ! I' . , ~ ~ ` r , N TEMPORARY ~IVE. P RAR RSION / 42 RC 1 ~ ~ o- fEM 0 Y ~NE ; + ~ 4 »1~~9 FR M ~ ~ • pl ~ THIS PROPERTY IS VESTED 0 THE
` ~ ~ ~ INLET PROTECTION FOR L " I I ~ ~ ~ i~ I I ' ~ A ~ SW .ADJUST LdCAI I ~ ~ ~ ~ INLETS UNDER CONSTRUC, ION ~ REQ (RED AS SITE IS , iAll II - II I , . ADJUST CATION AS r'~ . - Ld / ~ ' ' , - / RISER BASIN FILTER 7 REQUIREMENTS OF THE NEUSE BUFFER RED AS SITE IS + ' ~ / ` ~ ~
' ~o' ~ ~i' I.; ~ ! ~ 1 ~ BRO HT UP TO GRA t A I , i I, , ~ ,HT UP TO GRADE I ~ Q ~ • iy' ~ ~ i ~ \ a° (REFER TO DETAL FOR RULES AS INDICATED IN THE VESTED ~ ro c NR ~ ~ ELEVATIONS ON DWG. RIGHTS LETTER FROM NCDE DATED
' I I i t ~ ~ ii 'l I L~A ~ ~ I / ~ I ~ , { ~ ~ r ~ + ' ' \ ` ~ RUARY 14 2003.
~ ~ rArar e+s~'+ ' 1 I ' ' ~ t ~ ! ; ~ , ~ - DO NO DISTURB' STR DISTURB STREAM K ; / ~ ~ ,
1iJ.4t A I 111 ~ ~ ~ 1 1 ~ I ` I. ~ ~ ~ ~ ~v n+ zee.>ar ~ % ~ 1 ! + ~ I ! i ~ , ~ I A , AREA P T THIS POIN P T THIS POINT ~ •'~,i'" ~ ~ ~ . , , \ , r - J,. ~ ~ .
1 „ ~ I 1 ~ I I!' % ~ i ~ i. I rd l j ~ , I, I
t. A ',j 1 {'i, I 'A, I ~ NEW CL B EROSION ~ ~ ! I 1 ~ I - ~ - ~ ' " ! II ~ ( ROL STONE APRdIy - ~ ~ ' \ FlNANCIALLY RESPONSIBLE PERSON AGENT
1 v I I I I 64NT ; 1 ~ ~ i ' . ~ 1 ' ' I (MIN. 32'Lxt2 Wx22"TH) ) - % ~
PP _ ~ A.' I,j ~ ~ ~ 7 . ' ` i I ~ ON G~OTEXTiLE FABRIC .A ~ .J g
~ ~ ~ ~ GUY / + ~ ~ ~ , ~ ~ I I ~ ~ ' ' ' / + / 4 h I invent control i sue ri rin I n - ' in ivi . 1 , 1 ~Sl • . v ; ~ , ,I o, , ~ 1. Peroon to contact s ou d aed s s a se du q a d disturb g oct ty N
~ zD,.~ P IV T A ESS EASEME 1 ~ ~ - a+ za~.as R A,E CC _ ,NT ~ ^ ~ I our zea.as _ 2 r---1-A-.1 t ~ ; + r j..r / ~ re 4_ ~ ~•••I{ ~ ~ " Name: GUY SCOGGIN Telephone: [phone] ~ M / li
~ eQa+DB 4425 P~G~ 499 a ~ A. ~ ~ ~ ~ tN our z DB 4365, PG 639 ~ ~ 1 '~~`i,, t ' / , i ~ , i i~ ~ c ~ 1 1 ~ .r 6 i - \ ~ Z ~ a ~ - Q Q
77 296 A t ~ 1 ~ ~ ~ D 96, . ~ ~ ~ % \ ~ . 6 '•'15• 2. Peroon s firm s financial res onsible for the ksnd-disturbin octivi W a~ ~ ~ O O IY P 9 tY 0 ® ; 't
BM~19813, PG 1509 _ ~ .r; . -j. ~ ~ ~ I ~ - ~ , ~ 4. ~ ~ RCP 1 ` " COMMONWEALTH NEW BERN PARTNERS LLP ~ Z
1 - ~ W W _ ~ J"~ , ~ Name of Peroon (s) Firm (s)
• ~ ~ ~ / ' ~8' RCP ~ , ~ ! W L ~ O ti 1
- - _ _ ~ ~ ~ vii ~ - ~ P 4 - 1 / 500 HENLEY STREET, SUITE 200 -SAME- W ~ I, ~ _ - - ~AII ~1 , . ~ , ~ ~ • \ Moiling Address Street Address V Z M
, v, ~ LL ~ i _ ~c~ •263.0 _ PROF'0$ED- - . ~ Z (r ~ W
~ ` o ROP ,fir . ~ - KNOXVILLE TN 37902 -SAME- ~ VJ W JZ I ~ OFI'ICE, I I ~ FFE . 4 ~ Cit State Zi Cit State Zi m '
u~ ~ ~ . ~ { / ~ 15' RCP ~ : f._ ~ _ ~ ~SYV t -r. ~ ' 1 ~ Q ; 263.0 Y P Y P a W , ~ Z >
~ - I~ ~ I / ~ ' ' ~ m WJ - - \ V) t. 1 ; ~ ~ ~ _ , A ' 3. Appointed Agent to receive orry notices, process, or pleading m any action or legal W ~ O
1 _ _ - .t _ ~ i NEW, TEMPORARY G Vf~- I ' 1 ! J r C-J C=~ C=] t_] _ proceeding analog out of any mutter relating to Raleigh Cdy Code Chapter 5 Port 10.
I - ' - s _ ~ ~ ~ CONST UCTION E p' ! ' ~ i ~ ~ ~G , p' I e . l it I' + s I A W ,
I - ~ - - i 1 - -1-- - p ~ , - 4E' RCP y j1 - _ _ AI ELIZABETH W. VOLTZ _ Z
111 ,I - - ` t s ~ , 1; Nome of Individual Si na ure of nt ~ ! i ~ I • r rl . 23 y4• CP' ~ 15' RCP \ ~ 9 ~ W
~ ~ - I i ` - - _ - _ I 1 II ~ ~ ~ ~ i / ~ ~ Jjll ( ~~o ~ , ~ ; ~ I ~ ~ ~ KILPATRICK STACKTON, LLP 919-420-1700 ~ V ' !
1 II. x - - ti / / ~ ~ f ,f (J/ ~ pc, ~ e 15' RCP I Place of Business inside the City of Raleigh Business Telphone ~ o Q
I - 1 ~ I 290 ~ 1 t /I SER IN' 8 -1 / ~ : r- - sr - ; ~ 3737 GLENWOOD AVE, SUITE 400 RALEIGH, NC 27612 ~ f
:R IN' /8 %f ~ ~ so ~ > > - > - > - > Address 6ER T ETAIL F~'. - ~ ~
( 6E ~+L ~ ~ i i _ EL~EVATI,ONS DW ~ ' ~ D VATtoNs . DWG
I ; ' ~ 15' RCP s / ~ - - - ~ 1 ~ : ~ / ~ ' / C=3.2 ' _ ~ ~ ~ , , C=3.2),' i NEW MPORARY DPV~RSION Complete the above and adhere to cover sheet of erosion control pions. This does not ~
, - . ~ i 1 ~ / lh / i J ~ ~ ~ " take the ace of a cum ete financial res nsibili form. A cum leted form must be l ; ~ / SW .ADJUST l6CATI0N AS i a ~ p° P } l f i / filed with the Raleigh Inspections Deportment prior to issuance of permit. ~ - REr UIRED AS $ffE IS _ ~
- ~ I - ~ r i ~ / / ~ c ~ 26`> OUGHT UP%TO F. ' , '
a ~1,~ ~I - - / / l r ~ ~ ~ l~ 1 r i ~ ~ I , f ,
BENCH MARK ~ oQ ~ ~ . ~ ~ ~ ~ FIRE HYDRANT ~ ~ ~ . ~ - - f l . t- ; ~ ~ ~ / , ` ry 24' RCP 'i ~ N I T CFJ '1iREE ~I ; ~ EW S L FEN , i ` - ~ PROTE~,''tION SIG ~ I
\ ~ \ ~ J / / ~ TOP PAINTED FLANGE BOLT ~ , d ' ~ ~ - i ti
ELEV 297.53 ~ / ''fH6SE OPO.SED ENTRANCES. ~ ~ _ • r J i' NEW BENCHMARK WILL NEED \ y ~ SSE AS ~ ~ - _ _ - - - / SURVFY LEGEND _ _ A J / 'l`am`' ~'O
TO BE ESTABLISHED ~o ~ ` ` -£ONSTDD 'TI6N• - - - - - - ~ / - OHSUPL -0 HEAD SUPPORT LINE _ i, ) / I I i~ ~ , , SUS)-SUPPORT POLE
~ i ~ AT ANY OMT BUBING-- _ ' ~ ~ ~ ~ ~ - f ; - - ' / ~ 1G' - ~ ~ 1` - - - ~ CONSTf~U TION--• ~ ~ _ ~ ' i' ~ _ ~ . ! 1 ~ , ' ` WM -wA'TER METER
- - , ~ ~ , , / r , - •~ti STTF~SFORfaEI~ / i PHBX -PHONE BOX
~ ) - t UGFOCM)-UNDERGROUND FIBER OPTIC CABLE MARKER
NEW SILT FENCE ALONG ~ ' ~ . - - - ` - - = - ' - - _ _ . _ _ _ . _ ?I 1 r . I' ~ ~ UGPHM)-UNDERGROUND PHONE MARKER
BACK OF EXISTING CURB i sl~ _ _ _ FES)-FLARED END SECTION
r PHMH -PHONE MANHOLE I ~ FH)-FIRE HYDRANT
cp 14 UGPHL)-UNDERGROUND PHONE LINE I r f
1 ` J 15' RCP n', ! WV)-WATER VALVE - .
EOP -EDGE OF PAVEMENT Y CMP -CORRUGATED METAL PIPE REVISIONS B
= I 18 RCP ` i . ! - - - - - 'I 4Q# ; - RCP -REINFORCED CONCRETE PIPE 21 JILL 2009 ' BC -BACK Of CURB 8K0
1 Z24. I PF -IRON PIPE FOUND IPERMITB 15' RCP 1
IPS -IRON PIPE SET _ I
u RWMF -RIGHT OF WAY MONUMENT FOUND I 10 - ! OHPL -OVERHEAD POWER LINES ^ I I J
15* RCP ~ LP -LIGHT POLE 1 \ .RCP PROPOSED' I _ SP -SIGNAL POLE
PROVIDE -BLACK do GRAVE~~' RCP ~s o RETAIL I e r OHSL)-OVERHEAD SIGNAL LINE
' el 2 1 INLET PROTECTION_,FO6 ALL - - - ~e FFE - 267.0' i OHPHL)-OVERHEAD PHONE LINES ,i i 16" RqP OHP&PHL)-OVERHEAD POWER AND PHONE LINES
1 REFER TO SHEET C-8.5 INIEiS. UNDER ' ! \ N q 270 i . I } I UGWL -UNDERGROUND WATER LINE
FOR IMPROVEMENTS IN CONSTRUCTIO e - 4 NEW HOPE ROAD - \ G UGGL -UNDERGROUND GAS LINE ! ! GTV)-GAS TEST VALVE
PROPOSED PRbPOSED i I 's a , HICS)-HOLE IN CONCRETE SET
RETAIL I _ _ zeo FFE - 277.0 ` I - _ WAIL > I NSIC -NAIL SET IN CONCRETE I n - _ - FFE 267.0 )
'rte-+?. ' _ _ ~ \4 I • 1 o r EOG)-EDGE Of GRAVEL _ PROPOSED v ' 1' J ~f RETAIL CLF)-CHAINUNK FENCE
WPf)-WOOD PRIVACY FENCE 21 Pv FFE ¦ 271.7
PROPOSED \ 290- CIE PROPOSED; 6' PVC ON ROCK CHECK BW)-BARB WIRE RETAIL I" MIN DAM lWVMH)-WATER VALVE MANHOLE
\ \ FFE 277,0 \ UO NOT USSE- THIS DRIVE FFE - 267.0 I j GP)-GATE POST - ' I 1 UGIB)-UNDERGROUND JUNCTION BOX
I If S - - - - - - - \ AS'\CONSTRUCTION s - v . ® ® ! FINAL CONSTRUCTION a i SB -TRAFFIC SIGNAL BOX
ENTRANCE ' . - \ RC ~ 6 PVC ENTRANCE LOCATION AFTER ) • RC Q 6" PVC m 7 EXISTING DRIVE IS REMOVED. ;
1% MIN j
e _ e
PHMH PP _ • i OHP&PHLp p ' p p PP DRAWN
PIP Z r - _ pP o _ ' ` - _ 4rx OPW
PHMH w w _ w IN w- - w - - w - - CHECKED
w vP-w , - - - - w JDURPH
o ~OUTHERN BELL \ TEMPORARY G VEL a I~GfOCM _j FIBER OPTIC CABLE MARKER CONSTRUCTION ENTRANCE •o } uc~FOC `1 DATE
a y (BEGIN AT D0 . EDGE OF r F >h Jl~l 2009 IW% CD) NORTH
a zd' PAVEME i J - SCALE
- - _ _ _ r,W
i
NEW BLOCK &cc GRAVEL INLET REFER TO`, SHEET C-8.3 AND 0 60 120 180 JOB No. ~PROTECTI0N W ° EDIMENT PIT 8.4 FOR IMPROVEMENTS IN RBPCW b / VENUE
•a, N 4 r~ re SERVES 0.55 AC. ))ISTURBED AREA NEW BERN A
i !USE 13'x26'x3' EEP PIT SHEET SCALE IN FEET
3 pr-
T
PP
EROSION CONTROL PLAN. C-3ml
OF SHEETS

1 2 3 4 5 5 6 7
8 9
5 FT MIN- TOP ELEVATION OF STORMWATER ~
1.5 FT YYIIdEASDMFlC1EDNTNEENIO~aER 0.5'-1' I
1800 CU FF/ACRE /57 WASHED ' STONE 1
,*~l>:5: 12' MIN. S FT ~7 ~ STANDARD METAL POSTS 2'-0" M GROUND x)ND
1. USE FOR DRAN~IM'E AREAS NOT EXCEEDING S (FNE) ACRE . RESIGN OF SPILLWAYS ~ ATE 1 SLOPE rFL to a TwES
GALVINIZED ~ DRAWIGE AREA WEIR LENGTH ~ ~ rr[s (ACRES) (F7) CLASS 1 RIP-RAP flITER FABRIC
2. EARTH BERM SHALL BE STABILRED w/ SEEDING HARDWARD WIRE AfxfNtDING TO TRIANGLE SPEgFICATTONS. FILTER EXTENDS TO m 1 4.0 I
CROSS SECTION FABRIC TOP QF BOX 3. USE CLEAN f~MPACTOR FlLL MATERIAL FOR EARTH BERM. 2 6.0 ^ 3 8.0 CIGDE
4 10.0 5 12.0 I W
A OVERFILL 6" DESIGN FOR SETTLEMENT i SETTLED i DIMENSIONS SHOWN ARE MINIMUM
TOP 21' 1' FREEBOARD b MIN ~ EXISTING SLOPES
~ ~ Q w HEIGHT do WIDTH DETERMINED BY
EXISTING TOPOC~tAPHY AND FRONT VIEW A
1.5 fT t0 FT MIN ~M b 1 ° ~ 2:1 SIDE SEDIMENT STORAGE REQUIRED. VARIES
5 FT ~ ° SLOPE MAX _ O MAX FILL ° ° ' 9~ ~ KEY RIP RAP MRO THE DAM A ' FOR STAETILIZATKNI. s1m FoST
° ~ O M1NE11 MRE FABRIC ~
FLTER od' ~ 1:1 SIDE SLOPE ' 0 "-'1 FABRIC ° MAX NATURAL o O . 6•-1' SLT FENCE OEOTEXTRE fABRIC ~ m ~ N
3 ~ GROUND ~ ~ ~ WE ~';i ~ KEYED RIP RAP -USE flT FEIICE ONIr MEN OFAWIGE AREA q
MRJ ~ v ° 006 NOT E>I~ID T/t ACRE AIO YEYER N . Fu SLOPE ::~»::tin.. _:ti;•*+•'~'i' ::~n::0 AREAS a OONCB11114RD nAM ~ ~ • FOR IEIMdt a SLT > 4 ~i~d? € 1ETICE iARAR16, VSE ~ C
CO"°'OCb p o. - -ENO a SILT faCE IEE06 10 K TIaIED anal. N°. r IEtiS1ED STONE W P r FOR ANCHOR MEN SRT Z
MAINTENANCE . 57 WASHED STONE " oR~E a F1ld1ECRNG ~ FENCE o ~
~PECr TEMP'ORANr tEO~Errt TRAPS AT1ER FACN PEnao a sas>cMrr RAwFAU. REMOrF stEnrlDlr AIn RESIOIK TRAP ro ns oRwnAL onENSaIa w+IEN TI1E >>E»r~Irt NAS AOgMM1ED TO ONE-IMIF TI[ DESKatI DEPTH a tNE mAr. PLACE 111E emwENr THAT ~ REMOVED M ~ 57 WASHED STONE PLACED TO A O - • S' YIN. OWER FRONT VIEW -
A OESRi1N1ED DWP06Al AREA AND Rp1ACE THE CONTAM~MIED ?ART a TIE ORNfEI FACNG. HEIGHT OF 12'-18' MIN. ABOVE q o~ER sxwT - - REVISIONS pj M
R SbNS CNECIf M tiRlICIIRR FOR OAWOC FIIOM [ROSgN 011 FLING. POAODIGLLY CNECI( 11[ OEPM a M lSLRAY TO 01lIAIE R S A IRNIIAf NS TOP OF BOX a 1.6 FT EtAw THE U)rl POfO a 11E EHANO~Nf• SRFLIIiE1Y Fu ANY SETTIEIIENT a THE E1iAN(IOR TO SUOMIY MOVE DESIOIi REVISK)PiS - DATE ANC410R start AS ~ Z a?SflNG - oaElcrED m ENOSEE>e A E
ORAOE Mfr RI RAP OOPIACED FROM M YS1wAY MIST t RElIAC[O YImIpEIY. TE IPTION RIPTI SLOPE To Non: ADDITION Y.lLD ~ _ P w.
STASRI2E THE EMi1N0lTrt AND ALL dS11111AED AREAL AlOVE THE SED1Af111 POOL MD DOwNSRI6W FROY iNE TRAP IIMEDIIIELY AFTEA 10 OOIb1RUCIlON MM SEEDIIIC. ~ ~ sfe ~ ADD sulrAr awrT GYx ( W n m a
~
GRAVEL & RIP RAP BASIN OUTLET STANDARD CATCH BASIN YAR IN ET PROTECTION
A D L 14 3 4 6 STANDARD TEMPORARY SILT FENCE 1 1 CHECK DAM
B •
c+Y~a ~4~ e' YA1L
F 50' MIN. NOTES. FAR>H eEwr t YIN r rN a1TwsE As oRTECiED BY THE ENGINEER
BUi SUFFlCIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP OOIIPACIED RNRNIIC S+aN
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
~ ~ 2. IF CONSTRUCTION ON THE SRES ARE SUCH THAT 1'':+:: , THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- W' _ L ~ YM. 12-1/2 fi•. SEEEP CUT OR FILL SLOPE - - - - - ~
LNG OVER THE STONE. THEN THE TIRES OF THE . 2'-3' STONE TO BE USED 25' OR WIDTH OF YM. to cti _ L ~ L_ MR6 uE wRES , i
EXISTING URGE STONE OR RAIIRGAD ` VEHICLES MUST BE WASHED BEFORE ENTERING THE .,:,•.,(S PROPOSED STREET, PUBLIC ROAD. ROADWAY .BALLAST) WHICHEVER IS L 't_
• GREATER• 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS 2:1 SLOPE MAX ( ) I L L I - - - - oRA~
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FlNANCUiLLY p~ pp~ ~ Y1001P ' ° ~ RESPONSIBLE PERSON AS INDICATED ON THE FlNANCIAL ~ w~ AIIApIED a avEwrlc - srAeE>zE DRERSIOn DrtcN s,1 - - , ~ - . wTRI TElpaRwn sEmNC = _ ' AND EROSION CONTROL I
RESPONSIBILITY FORM. TD POSE ~ a R""E NDR¢aNTa wEra vosr Sfo~r ~ CROSS SECTION NE,T~D oRANCC W RESSTAIrt,
WIRED SECURaY ro vERncx P051S Nxxl - TENSAE sTRENCnr, - POLY 9AR4KADE FABRIC (TYPKAL) -
P~ @AFFLE INSTALLATION -STEP 1
aASS iI ~ - - FRONT VIEW INIII/1 STEEL POST 40' CAR
MTVEN wRE FABRIC ~t" O~
l~.5: FABRIC cvI AND FOLDED FASRIC FOLDED POSITIVE GRADE 1.0% MAX. UPSLOPE TOE z oRN+~. w EE 9
NEW CONSTRUCTION SO~tJO ~ ~ ~ AT IFJ51 18~ Mf0 ~ ~ ~~K ~ NDRQONrIL 35' MIN. 15' MIN. F61tL ~ o y „q„ _ ,E„~ S„~„a,,,, M TREE PROTECnoN AREA q N p IDLY BMMBiIOE FA/AC fTTFIGt) 18•
EXISTING ROADWAY t wood POSTS ARE N0I ACCEPTABLE SIDE SLOPES ~ ~ R DO NOT ENTER 61
HOIIRONTAL POST a usE srAPLES 1' APIRT To ATTACN FABRIC PERSPECTIVE VIEW TO 1pO wRE' FENCE AND FABRIC 1 1 MAX. 2 ( ) 7f' ~
1 . C ~ . „ 12" M N Buweo R+ s" MIN. . , • , , ` ' ~ . , : 4. BAFFLE SPACED AS PER APPROVED PWI. TOP a BAFIIE SHOULD BE B' ` ~ ~ ` ~ ~ ` ~ ` ~ ~ ` ~ ` • ' ~ a~DE WARNING IGN a s, y N~ >i~.r
IRCIER 1l WI THE BOfTOiI a 1I[ SPELwAY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - wveLwc saws ro eE VIDE a OuRAeLL NFATlIEIO°ROOf wiERNL HE
BDrtDM a 9AFRE MI B'rB' TRENCH, I ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ R tatrfxs m eE r NET/ Ir~aR,~r, afAacr AND sFNaD AS DErAEm. ~~y ~ " _ s+aas sNtu eE vtAaE~ Ar so• w>aA,w ?~LS.
~ TRENCH AND TRENCH BApfFILLED AND FABRIC UNDER STONE fk1E0 wTRi SOR• µp COMPACTED P T R F OPE PLACE A SICK AT FACN END a HEAR TREE FROlEC110N AND s0' GM C~MFR ThEnFAFiER. STEE CU 0 ILL SL FOR TRa FROTESraN AREAS 1ESS Tnw Lao. m vf~B1ETER, vRw1oE No ass T11w arE sA~r PER vROTE>;TaN aI~
coMPAC1ED I REVISIONS REVISIONS I REVISIONS ATTACH SA'IJS St~Elr iD FENCE POSTS AND FABRIC.
A CRIPTI CROSS SECTION scRl N SECTION AT OPENING /ww?w nEa nlorECnav FENCE nRanlAU/OUF pUbU10N a PRQECT. I~ RIPTI I VI W sRws wr BE REaurIED er cm a RAiE1OH Ba•PECno/s OEPARnENi' BASED oN ACRML FEID oolarnoNS.
BAFFLE INSTALLATION -STEP 2 S DE E IuaE A srA+ AT EACH ETO a HEAR TREE PROTECTpM AID so' oN CENTER 1?EREIFTER. PANVIW
NOTE: FOR TREE PROTECTION ONLY
CONSTRUCTION NTR E ANCE 7 RA RI G VEL & P RAP FI T L ER BASIN 3B 3B I R I N IT H 9 STANDARD TREE PROTECTION DETAIL 1 B D VE S 0 D C
DEWATERING
DIMENSIONS ELEV DIMENSIONS ELEV CONCRETE BLOCK
EMERGENCY SPILLWAY INLET 66 247.65 ~ EMERGENCY SPILLWAY INLET 25C 246.25 ~ BEDRIENT TRAP TOP OF DAM WIDTH 10 254.3 ~ ~ _ _ - TOP OF DAM WIDTH 8' 250.8 ~ ~ ~Dp1°" T"AP _ _ - i-.--~-~
ANTI-SEEP COLLAR 7' X 7' - ~ ~ ANTI-SEEP COLLAR 5.5' X 5.5' - ~ ' \ CLASS t Ri MP(SFf SECTION TNRU BASIN ~ - ¦ ¦ _ ~ \ ~
RIP RAP DISSIPATOR PAD SEE DWG C-3 ` ' ~ ~ ' ; ~ ••x>":• • • RIP RAP DISSIPATOR PAD SEE DWG C-3 -
. IfSSIPATOR PAO ~ ANTI-FLOATATION DEVICE 4'X4 X1' THICK - , . ~ ~ ANTI-FLOATATION DEVICE 3.5'X3.5'X9" THICK - 1°" PAD wATOR PAD ~ ~ .
TOP OF RISER 24" CMP 246.65 ~ " TOP OF RISER 18 CMP 247.25 ' ~ : I~ ~ °a • - b CLASS 1.IUP FSAP NFADwNl ' ¦ ¦ ~
OUTLET PIPE INVERT IN 25't 1 B"CMP 196 241.65 1 ' , ~ ~ ~ • • ' OUTLET PIPE INVERT IN 25 t25 CMPO tf: 242.25 - ~o ~ Q
OUTLET PIPE INVERT OUT - 41.4 ~ J' + ~ ' ' 2 ~y`Y: a~•~ OUTLET PIPE INVERT OUT - 4 yti ,r + i Mkt.' . ~ ° Z _ o lllllllll111111 i
SEDIMENT STORAGE AREA 129 X64'XS DEEP 241.65 SEDIMENT STORAGE AREA 68 X44'X5' DEEP 242..25 ~ ~ • ~ • r~ ~ i~Rl+urENr ~p PERMINENT RCP ~S P 11RCK x J' FIGH YIN. g YN~T ItCP ° ? /i 0 A~
. OIrtIET PEKE Dunn PTE 1. ~ CONSTRUCTION SPECIFICATIONS ~j 0~ ao e ~ V1
1. ui - 1 a 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE V, w ON fTS SIDE IN THE BOTTOM ROW TO ALLOW POOL - ~CQ's00~ o - Li.
FARrHaw ON DPo Z H DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ~ ~ Z H
AT DfL AT LEAST 2 INCHES BELOW THE CREST OF THE STORM O W DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST PERSPECTIVE VIEW c ~
TE?PORARr CMP RE,'ER-PERF'OM,EO AN VI W IEYPOMRI' pIP RISER-PEIIFOIGTED P N W TMI THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ` d 2:1 SLOPE, GRAVEL FlLTER NO SCALE Z °G a
ANI WATER LEVEL OURRIG STORM TRASH RAON I' MN. FREEBOARD T+>P a ~ WATER LEVEL DIA'WG STORM RNpt t' MNL FRLmOARD ~ a ~ IF i MID TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GNE LATERAL SUPPORT TO SUBSEQUEM W W Z azc
RO BLf ROWS BY PLACING 2 X 4 WOOD SNDS THROUGH ~ 2 ~ Q OW BLOCK OPENINGS. WIRE SCREEN Z Q ~m OW m
. SEDB/ENf STORAGE " SEOwENT sroRACE 2. GU W ~ 2. CAREFULLY FR HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT AREAS TO BE DEi1tIABED SEOIIETIT SFORAGE PIPE RI+ERT IIQIE: Z
OR/NEl FILLER G MNMUY SLOPES 2 1 2 : 1 .GRAVEL FnTER C ~ ~ WIP •p~ / YNIMW SLOPES Z 1/Z : 1 BLf WRE MESH WRH 1 2-INCH OPENINGS OVER ALL POOL 1~?. GRNrtt ~ R1P RAP FILTER EERY BASRI oETNL I.L / DEWATERING F1000 STORAfE TONE RP RAP NFA0IYALL 6 DESICIED TO FIIOIECT EIILSTNC PIPE MIERIS ~ ~ ~ W 3 W
(1• qa' BLAC1, OPENINGS TO HOLD GRAVEL IN PLACE. 11 Z - - - - - - - - t~f ~i TINT aYw TO ACIl6 aR LESS. Ily W J z
PANTED RED CIFMpUT InIBC • I ENn11 OAM PABIIFD RED CLEANOUT LLARIt I cARrN t?AM 3. USI LOCATED NA)„Fw,1Y TIP R14ER PB'E LOCATED NiVFwAY TIP R6ER PIPE • Dq 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN ~ ~ a m W - W DWIIEEER, PLACED 2 INCHES BELOW THE TOP ~ ~ ' • • ~ • ' ~ lEi' - ~ - _ , ~ ~ u~ ~ J
ANR-smP ooww µn-SEEP tauAR OF ANTI-FL41TA110N DEVICE ANR-f1.QATATgN DEMCE ~ OF 11iE BLOCK ON A 2:1 SLOPE OR PUTTER AND 1 MIN' - 1 m ~ J SMOOTH R TO AN EVEN GRADE. DOT X57 WASHED 2 - 1 ~ uASS , FTi.TER FABRIC ~ t
DEiSPATOR PAD ~ ~ ORATOR PAD STf RIP RAP STONE: IS RECOMMENDED. ' T RYSIED STOLE W • 6 IRlESS OBERRISE a ~ 1~
TFAPORKr CMP Y X Y YN. ' TEYPORART CMP y X y TRENCH w/ t:i 9DE SIDPE TRENCH w/ III SLOE SLOPE MAX. SEDNENT DEP1H(CIEAN OVF FOBrt) I h • • NotEn.
REVISIONS REVISIONS PATE DESCRIPTION PERMANEIR RCP CMP OURET PIPE CRI N PERMI~NT RCP CMP OUnFT PpE DATE Rf1ASI0NS REVISIONS
t0 NOTE ADOBION t0 N01E AOORIOII DATE DESCRIPTION SEDIMENT ~ PTION SECTION THRU BASIN. FILTER AND CULVERT PIPE W
• ~ TABLE ~ N~ CROSS SECTION A AOD TABLE t NOTES G.M R TI N COSSSC 0 No scALE p • J ~ v
Q
(EXISTING PIPE INVERTS)
RISER BASIN 6 RISER BASIN 7 K AN RA R P IN T PROT TION 13 4 ~ BLOC D G VELD 0 LE EC GRAVEL & RIP RAP HORSESHOE INLET BASIN
E UPSTREAM END OF
a, • FOR REPNR OF SILT STORM DRAIN OVERFLOW ~w (3' - 10') DIMENSIONS ELEV
1MRMBLE AS ORECIED BY THE EHON[FR FENCE FNLURES, USE No. 37 WANED STONE. MATERIAL VARIABLE EMERGENCY SPILLWAY INLET 39 25x.45 4 I
FOR ANCHOR WHEN SLIT FENCE IS ~3TECTING A i/3 PIPE 3 EMPE STAPLED IN 2~~ -I TOP OF DAM WIDTH 10' 259.0 ~ ~D"°'T _ f
CATCH BASIN. . • ~ ~ • ? RRRMIC SIGN p . A e JESTER PLACE - - - =1 I ANTI-SEEP COLLAR 6'X6' - \ ~ - ~ _I = i
?A • - _ _ - + ~ (--I, RIP RAP DISSIPATOR PAD SEE DWG C-3 - ~ -I i~ _ - 6 MIN. - I - ` I 1 ~~r::;.•:., , '
YN. 10 CA WIRES h ~ . L!ff wRIEs I I-I ~ _I i t=III-III- I-1 I I~I , 11-I f I~ A N 4 oERPATOR PAO _ = 1= - _ _ _ _ _ 1= - 11= ANTI-PLO TATIO DEVICE X4 X1 THICK - ~ ~ ~
TO D BURY BOTTOM ~ A I ,III-III; 11-1 I I-1 I I-III; I-III-I ~ I-I !-III-I I ~I I T P F RI ER 4" MP .4 • - - - - - - - -III- _I , 0 0 S 2 C 253 5 - .1 I I=1 I I=~ I I=1 I I=1 i I. .I I ~=11 I:I I I=1 I ~I I . I-I I i_ ~ ' ,
~o I OUTLET PIPE INVERT IN 25 ti8 CMP® 1% 248.45 1-~ ~1 I I-11 I-11 1-~I I i t 1~-I 1 1-I 1 I-11 I--I 11-1 : I-III-
LEVEL LIP' .III ;III=1 I l i l ! OUTLET PIPE INVERT OUT - 248.2v A4•
Lid MLI OF PLYWOOD LJ~ _ CRAM ( I OF SPREADER {=i 1=I I I 11=1 11=1 I I-1 11=1 11=1 I
STEEL - POST FABRIC NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4- EXTERIOR BURIED -I SEDIMENT STORAGE AREA 98 X49 X5 DEEP 248.45 Ptwr,r ~_I! _I I I_I 1 i_i I_ - . -III-I I I ~ ~ I
SHALL BE PROTECTED AT THE END OF PLYWOOD WARNING SIGN 6 MIN. Ii
SLT FENCE A1EAlEXiLF FABRIC EACH DAY IN ACCORDANCE WITH THESE = DETAILS. STEEL FENCE PLYWOOD INLET PROTECTION FAM Ow L J
POST CROSS-SECTION
Q FILL RAPE C FRONT VIEW A UPSTREAM END OF OVERFLOW W , STORM DRAIN
TEMPOM Y CW R'SER-PtVM= PAN VI W Tw Of mm REVISIONS BY
n GRADE I II I _ I . 11 II BY
I n n a 1/3 PIPE 6' M. COVER ~ ~ I II II p TREE PROTECTION AREA ? ? DIAMETER 21 AX 2003
- OVER SKIRT • TS. I I I D . n o a A. D: . SED1&M STOP44E fERMTS? SKO 8KO I
- EXTEND WOW C INN. INTO TRENCH + DO NOT ENTER ~A• AND ANCHOR SKIRT AS Low POI oRNA<L NT ~ w,SAKw StDPES 2 1/2 : ,
ORECTED BY ENpItER WASHED STONE BITER / p
NOTES: WARNING SIGN DETAIL ACROSS PIPE INLET ~ MOM MOMS TO E F WOE Of DuOA" NEAn1E1wRODF wmwl 10' 3' pmm Rto CLEDN"M YARX EARTH DAM WCATM PALMY W PW Pit ANn-SEEP COLLAR
LEMRS TO AL r NON ANIMAL CLEARLY LMNLE AAN VAM AS DEFAM.EO. I I I I I I I k I SIM SMALL NE /LACD AT SC' MA' W MRERWLS ANn-FL0QA7M COME ORSIPAIOR PAD ~I
NOTE: PLACE A SM AT EACH flO OF L#" TREE PRCTECWN ANC SO' ON CFN 1M THEME nElt ` 1 ` 1 l , Ri ow
FOR TREE wlo1Er11aH AREAS LESS THAN 200' IN PERrYETER PROVIDE No LESS THAN ONE SIGN PER PROTECRO G AREA HARDWARE CLOTH -USE SILT FENCE ONLY WHEN DRAINAGE AREA ATTACH S06 SECURELY TD FENCE POSTS AND FABRIC. REVISIONS 1 1 ( l ( I OF SPREADER REVISIONS TIND" M/ SM $UWE E
DOES NOT EXCEED 1/4 ACRE AND NEVER IN AnN?AIN TREE PRCIECTICIN FENCE TMIOIlaOUF DURATION OF PROUECT. DATE DESCRIPTION fI AREAS OF CONCENTRATED FLOW 206 ~ AME AW~ ~ CDAMMEIONS U LI U L LEVEL LIP TEW4XVRf CMP V X 2'M. DESCRIPTION DATE pemimAm RCP CNP ounrr PPE ~I
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL PLACE Asa AT EACH END OF LMrAR TREE PR0IEr910N AND SO' ON C04W THEIW1FEER. STONE FILTER INLET PROTECTION PLAN io/as NOTE Ao0 nm 4 ADD TABLE t NOTES QM CROSS SECTION
STANDARD TEMPORARY SILT TREE PROTECTION FENCE 1A PIPE INLET PROTECTION (PLYWOOD AN AND 12 12 i
LEVEL SPREADER DETAIL RISER BASIN 8 17
N.T.S.
Mold
DRAWN
SKO
CHECKED
RPH
DATE S
11 JUN 2003 (90X CD) CD)
SCALE
JOB No.
FUMW
STORM DRAINAGE & EROSION SHEET i
CA>a, 2
CONTROL DETAILS 302
Mod E

I 6 7
1 2 3 4 5 5 8 9
•
PROVIDE MANHOLE RING. COVER do
A MANHOLE STEPS PER OETAII ~ . ~y
-I.. - 15" OPENINGS REFER TO STANDARD RTCB DETAIL -~i. t/1
2 - - ALL 4 SIDES FOR WALL dt SLAB CONSTRUCTION - ~ w
I e = E - - _ A
- - 250.3 TOP OF STAB ~ .a ? ,d •
- 249.8 -MAX. WATER SURFACE ELEVATION FOR 100-YR STORM A SLOP
_ 250.8 -BERM = 250.8 ~,g F 3, a 1 n
2.5 - 3 3 - ~ - - - 1 - - o^ - 248.7 -TEMPORARY STORAGE Of 1" RAINFALL EVENT pj
. 1~~
- - - I- ~ - 6 247.3 -P.W.E. 6 . r.
_ -I - ~ i - - 1 1 _ . \ _ _ _ _ - - - - 247.3 -PERMANENT WATER ELEVATION
~ - I 245.3 -SHED' - I - 2.5
•i~- _ 'S _ - j-- • © v. 42" RCP 5'-0" '
VEGETATED SHELF-,_ - 242.0 -BOTTOM i = -
- - - - - - - - - - - I I COMPACTED STRUCNRAL - _ _ - _ _ _ _ _ ~ i MATERWL AL • , . A
~ ' w
-iii-iii-i i ~-iii-iii-i i ~-iii-iii-i ' AA
' A a
SECTION THROUGH POND 1
~ . a ~ 'd
B NOT TO SCALE • , ,d . . , ;
~ 1' MIN. ICAL
I I
I I ~ 8" DI PIPE I ANCHOR BASE SECURELY a' W/ VALVE ASSEMBLY
To wALls ~ ' POND BOTTOM
I f I ~ !I 242.0 I III I~•
I III 242.0
KEYSTONE ' _.TfL-_ •-7._~~~.•
RETAINING • • ~ • • . • ' • ' • ANCHOR BASE SECURELY • ' • ° ' • • ' ~ TO WALLS
WALL 10'
_ 254.3 -BERM CONCRETE BASE. MIN. 1' THICK BERM
3 - 1~~aunu~,~~ f
1 - - T P AT H BASIN 25C ca RAISED 0 C C R Q~H Ot
~y EE ~ 9
250.0 -P.W.E. - - 1 1 - _ 2.25 4
- _ 248.0 -VEGETATED 1
(-1 1-1 ~ I SHELF -I - _ i_~-i ~-i _i
-I 2 - I I- ~ - PROVIDE MANHOLE RING, COVER do ~H ~ •9 ~
- 2 I i- - 1- 1 1 I MANHOLE STEPS PER DETAIL l ~ NE.~'~
VEGETATED SHELF % I = I' COMPACTED STRUCTURAL -I - 15" OPENINGS REFER TO STANDARD RTCB DETAIL
- - ~ (TYP.} _ - i MATERIAL. FOR WALL do SLAB CONSTRUCTION ~~r c ALL 4 SIDES •E
- 241.2 -BOTTOM I i,l
- -I ~ _ _ _ _ _ . 1- - i -I - - - - - -I ; + ~ d , . . - - - 253.9 -TOP OF SLAB
i -I -I ~ - - - - - -I 1- -I I 1= _ = 1= _ =I i = 1= M •e. . , . Ak $ - 253.3 -MAX. WATER SURFACE ELEVATION FOR 100-YR STORM ~Op
f 3, ~ n
S CTION THROUGH POND 2 E • - 252.3 -TEMPORARY STORAGE OF 1" RAINFALL EVENT
NOT TO SCALE
- - - - 250.0 -PERMANENT WATER ELEVATION
'.a '
42 RCP 7'-0" ' (60" RCP FOR X66) ' '
MANHOLE UD
' 'd.
250.8 -TOP OF BERM Q
249.8 -TOP
'~X ~Op d•
f 3.1 t . • g J
2" PVC DRAWDOWN PIPE. D EXTEND 6" BELOW PERMANENT d •e ~
WATER ELEV. 1 MIN. (TYPICAL)
247.3 -P.W.E. I i Z
I ~ Q 8 DI PIPE O I ANCHOR BASE SECURELY a W/ VALVE ASSEMBLY
MAX SLOPE . 6.1 To WALLS ~ • . POND BOTTOM ~ a I I~. OCZ
281.2 ~ W W III f- > T
I 241.20 66 Z ~ O III 241.56 65 z ~ ~m
I V W ~ II .If Z
S~~ . ~
f ?7
~ ANCHOR BASE SECURELY m
TO WALLS ~
1.0
242.0 -BOTTOM CONCRETE BASE. MIN. 1' THICK d i - W
Z
r T P ATCH BASIN 65 & 66 RAISED 0 C W
J ~
Q
N TIN X A - DRAW-DOWN BOX JU 0 60 25 C
E NOT TO SCALE
MANHOLE FRAME do MANHOIE FRAME do
COVER W/ RISER COVER W/ RISER
- 268.31 ASPHALT SURFACE ASPFWLT SURFACE TOP n
MANHOLE UD •
254.3 -TOP OF BERM ~
253.2 -TOP ~k '
S~Op F ~,1 ~ ~ ' '1y
PVC DRAWDOWN PIPE. 100-YR - 265.30 • AUU 6 UtLV WKVUi iu s
EXTEND 6" BELOW PERMANENT WATER ELEV. BOTTOM OF BOX AFTER ° WATER ELEVATION / RESTRICTOR PUTS HAS 12'x6 PRE-CAST CONCRETE
250.0 - P.W.E. BEEN MISTALLED + SPUTTER BOX g 1.00
PE N
77
w 00
54 RCP 0 1.OX ' 48• RCP 0 1.OX STEEL STEP 48" RCP OFF-BYTE (INLET FROM G X37) REVISIONS BY (OUTLET TO G #42)
• OUTFLOW PIPE • ' (IYP. OF 6) 11 JUN 2009
GKO 10-YR - 261.23 48 RCP 0 5.OX IM CD)
S~OA WATER ELEVATION 2.50 2.50 (OUTLET TO JB /39) ' 21 ~ 2009
STEEL STEP DlH OF 6IT$)
F g O
01 1.0, 241.2 - BOTTOM M 5'x5' RESTRICTOR
PLATE
F-L a
T
, . 255.42 25522 255.22 . ,
JUNCTION BOX 63 - (DRAW-DOWN BOX
BOTTOM - 254.72 .
NOT TO SCALE : ,!•1:. . a
48' RCP ON-SITE OUTFLOW PIPE
W/ 5'x5' RESTRICTOR PLATE
(ORIFICE DIAMETER - 26)
1.00' 3.00' 6.00' 3.00' 1.00' 1.00' 6.00' 1,00'
12.00' DRAWN
VKQ
CHECKED
SPUTTER BOX #38 RPN
/ DATE
SCALE: 1 = 3/8 08 JLN 09 ®WQ REVIEW)
SCALE
JOB Na
FOMW
STORM DRAINAGE & EROSION MET
CONTROL DETAILS ¦

1 2 3 4 5 5 6 7
•Q 8 g
x i
ICS-6
' WR-2 ti
' SEASONAL COLOR t ~ ~ o ~ ~ ~
. , BT-12 ~ y ~ C
~ ' LM-250 WIN e I
0 12" O.C. •4 N/F THE BODY, LLC ~I \
r
\ O
A Z G
L''3
a•
2.s2' I ~ O \
~ w _ _ ,I \
` _ 1
a - _ - - - ~ I 1 ~ ~ 9 A
~ a _ _ - - - - D.ST ~ 1°
.n , : - _ S 84'33'18 E 1131.92' ' ' - ' ° 12.18' ~ ~f w~~~~~~~~~~~~~~~~~~~~r~~ O
n \ N
I
' ~ ~ TD-1 LS-3 TD-4 Ls- . TD 3 Ls-3 - PROPOSED C BP-0~ TD 1 _ ~ ~ 0.7T c C BP,~OR~cTtON~~ARKWAY 9
- ~ (fJ Z P ~Y O
s s I ~ ~9 O ~~4
SG1LE: 1`20' _ - 877. 1' . . . G
N/F PEGGY W. JOHNSTON AND i JAMES MARION WILBURN ~ ' • ~ I o
6.77' , ' ~ ~ +Zn E I °
\ ' w, EXISTING WOODED ~ Icy n
\ JCP-46 ~ , ~ BN-2 i i AREA TO REMAIN TREE PROTE ON ~ ~ FENCE ~ ~..r
~ i ~ I-3 ~ ? " i b Ww PT-20
EP-45 0 ~ / B
\ 5' O.C. PR OSED FENCE N/F HEDINGHAM PROPERTIES, LLC I ZONED:I-1
\ ~ i ~ ARF-5 ~ QPA-6 \ USE: VACANT
I LI-3 i ' 22 \
~ i QL-9 8 WO FLOOD HAZARD SOILS. ~ BM 1988, PG 1363
CJ-42 ' • • • • • . • • . • \ JE-280 (TYP. EA. SIDE)
AR-3 i SV-438 \ :•r. PC-496
i i
i GRASS ALL I ~ / ~
DISTURBED AREAS 1
\ ~ \ ~
PROVIDE 4' DIAMETER BY \ ~ i \ ~
3" DEEP MULCH RING ~ AROUND ALL TREES IN I ~ ,
LAWN AREAS ~ ~ AR-i ~ ;
~ ~ i ~ ~ JUN-16 \ ,~`pramnmm~ngrr'i ,r r -
PK-4 P~ V 1~ +S \ \ r
it OPA-1 ~I =o~ G•- \ ~ r ~ 7p ss s~
\ ~ CD-1 s \ 1 tC ~ r ~ \ s s ys
yi \ , a \ > y a ~ a X~ ro n
~ I Tar f 1 I 1 ~ d? .1; s
r ~i~ l i 9 i ~ Z~ ~ did 1'~~y O
~ ~ 5 3 r ,~-1 P. WP
~ SUPERCENTER 529 vJ-lo _ 2s ~
~ ~ cD-1- _ C-192-EGL-OL ~ SEED ALL SLOPES ON DETENTION 7 ~ 63
4 '--1- 2p PONDS THAT EXCEED 2.5:1 WITH 3 ~ ~ ~ WEEPING LOVE GRASS. REFER TO
203,942 S.F. N/F PEGGY W. JOHNSTON AND F.F.E. = 272.0 JUN-24 ~ GRADING PLAN FOR CONTOURS ~
~ JAMES MARION WILBURN 1
~ !Z ~ ZONED: I-1 C.U.D. ~ AR-1 • JE-318 I I
USE: VACANT ' SV-307 i
s ~ ~ PC-285
~ PR01fl I~ ~ .Q DE 3 DEEP 1 PINE STRAW MULCH ICR-10
IN ALL SHRUB BEDS I ~ ~ ~ f ~ '"•r, \ \ •
~ AND GROUPINGS ~ PK-; QPA-4 ~ ~ JCD- PK-3 ~ \ JCD-30 ~
~ I ~ ~ T
CD-2 1 ~ ~ ~ I I STORMWATER POND \
VJ-12 ~ LT-8 I \ I
lye 1 KP-4 ~ ~ ~ _ i ~ l - ~ • EP 15
~ I _ 8 PA 5
~ _ _ P- ~ . ....5 ~ LANDSCAPE RE UIR M NT E E S
LS-3 ~ LS-1 _ , TPY f 2 LS 1 / - - ~ _ _ R~ 4 _ ~ Q AR 1
~ CC-18 CC-1 ~ C-18 ~-1 LS-1 B Z
QPA1-1 LI-2 ICC-18 LS-~ CC-18 CC-18 _ ~ STREETYARD SHO / D REQUIREMENTS a LS-, 7 7
LR-30 ~ ~ • / J ICC-18 I I I I CD-3 CORPORATION PARKWAY: 945 L.F.
QL-4 ~ a ~ + I CF- I-' ~ ~ ~ 6" TREE DIA. PER 50 LF REQUIRED N LS-2 I ~ I I c
MC-1 ~ 3 2 r+ e r e VJ-12 e I VJ-7 945 L.F./50x6 =114 TOTAL TREE CALIPER REQUIRED (f~ e I I XI TIN I I I I n PT-5 E S G TREES EXCEED REQUIREMENTS FOR TOTAL CALIPER Z
QPA-3 ~ r r + e • • CC-23 CC-18 + RE? I I I ~ 5 TREES PROVIDED TO MEET MIN. SPACING REQUIREMENTS Q ~ a I I JF-7 O ~I,I
JF-B ? + e r e 1 e i+ e I ~,oool SF I I I ~ ac< i } I OF~iCE I I CD-3 NEW HOPE ROAD: 398 L.F. ~ p"
4• LT-1 58 r 8 1 ARF- r + e + } I I I 9 ~Z + e L1_2 + I I I I ,80'D SFI 6 TREE DIA. PER 50 LF REQUIRED c W W
~ CF- ZV-1 r ICC-12 o A _ I VJ-7 _ ARF 13 ARF-12 I I I I I 26 398 L.F.~50x6 48" TOTAL TREE CALIPER REQUIRED ~ I I I I I 14 3.5 TREES PR VI I W 0 DED O Q
~ ~ JUN-20 N_1 r IC LT-2 Z Q ~m + ICC-12 ICC-1 - - - - V W 0111
62 + 27 VJ-6 CC JUN-20 _ - - - - - - PT-2. NEW BERN AVE: 255 L.F. (SHOD 3 PLANTING) V Z 3
CC + ' LT- i 32 3 CC + + 10 SHADE TREES & 6 UNDERSTORY TREES 100 R I ~ s e 2 / LF EQU RED Z ~ CC W + , ~ s a ;~,r, 32 SHRUBS PER 100 LF REQUIRED ~ LLJ Z W Z
3 CC 68 58 ZV-1 I-3 LI-i ~ LI_ 255 L.F./100x10 = 26 SHADE TREES REQ'D. p. m
? + JF- ~ 66 • 68 68 33 • 2 CC-3 255 L.F. 100x6 = 15 UNDERSTORY TREES REQ'D. W UN-2 ICC-18 n _ / ~ Z ZV-5 JF 8 255 L.F./100x32 = 62 SHRUBS REQ'D m (n ~ J
J"L ~ • 34 _ VJ-12 + 34 CC + + } QP-Z W w G J
+ 19 NEW BERN AVE: 546 L.F. (SHOD 4 PLANITNG) Z cc 3 SHADE TREES do 4 UNDERSTORY TREES/100 LF REQUIRED
CF-
JF 6 + ICR-23 ~ - - + 28 + + + 50 SHRUBS PER 100 LF REQUIRED 546L.F./100x3= 17 SHADE TREES REQ'D. Z RASS 19 ' 4 546L.F. 100x4= 22 UNDERSTORY TREES RE 'D.
PK-4 ZV 1 ZV 1 + a 62 / Q 31 + RIP PT-2 CARL R. GUTTMAN 546L.F./100x50= 273 SHRUBS REQ'D ~ O
BT-12 JUN-2 UN-2 + GRASS ZV-1 QPA-9 BASS RASS i VJ-7 ~ ZONED: I-1 V
SEASONAL STRIP UN-2 TRIP PLANTINGS ,I l + TRIP ~ + 31 44 23 JF-8 USE: COI~MERCWL NEW BERN AYE: 354 L.F. (SHOD 4 PLANI'MG) Q + -3 3 SHADE TREES do 4 UNDERSTORY TREES/100 LF REQUIRED
~ + • CC-3 50 SHRUBS PER 100 LF R ZV-1 LT_2 EQUIRED
E QPA1-5 ~ + + UN-20 + 354L.F./100x3= 11 SHADE TREES REQ'D.
- cc , ~-3 354L.F./100x4= 15 UNDERSTORY TREES REQ'D. - VJ-7 354L.F./100x50= 177 SHRUBS REQ'D
+
4 LS-1 ' JF-9 TRANSmoNAL PROTECTNE YARD ~
LS-5 _ . + ICR-9 LS 1 + QP-2 582 LINEAR FEET (1 /2 TYPE D TPY 18' A + VERAGE WIDTH)
~ I ~ ~ ICR-9 ' - _ . 2.5 TREES & 15 SHRUBS/100 L.F. REQUIRED
~ ~ • LS-1 - ~ ` LS-1 ~ ~ 4 ~ • ~ ' ` ICR-9 LS-1 - • 15 TREES 87 SHRUBS REQUIRED/ PROVIDED
- - - ~ ~ T ICR-9 + - ~ ~ ` + LI-2 ICR- - + LS-t LS-1 LS-1 + - _ _ _ TRANSITIONAL PROT TIV
\ T ICR-9 I R- ~-1 ~ 1 EC E YARD #2 C 9 ICR-9 ICR-9 ICR-9 _ 190 LINEAR FEET (TYPE D TPY, 35 AVERAGE WIDTH)
~ ~ ~ T + U-2 U-2 + LI-2 U-1 ~ BN-1 4 TREES & 19 SHRUBS/100 LF. REQUIRED
a ~ i} i}..... it d ~ CC-3 8 TREES & 36 SHRUBS PROVIDED
_ - i f i ~ ~ .
TRI-ARC FOOD SYSTEMS VSA SCREENING
BN-2 ZONED: 1-1 CORPORATION PARKWAY
AR-3 USE: COMMERCIAL 1 SHRUB 6LF OF VSA WITHIN 50' OF RIGHT OF WAY J
PC-3 BOJANGLES RESTAURANT 270 L.F 6 = 45 SHRUBS REQUIRED/PROVIDED
? + 1 SP-41-02 NEW BERN AVENUE
i E pRppOSD i 1 1 SHRUB 6LF OF VSA WITHIN 50' F RIGHT OF AR-8 0 GHT 0 WAY REVISIONS BY 3Y
VJ-23 JCD-94 GRASS LI-1 BN-3 AR-3 2 .F JCD 94 PROPOSED 18 L 6 30 SHRUBS REQUIRED/PROVIDED PL-1 36 LI-1 L-18 RETAIL
2.000 i PL-1 QPA1-8 PC-3 - - - - - PL-16 GRASS I U A2003 2,000 SIF + VJ-35 V.SA: 604,860 S.F. 0E810F1 CW SKO
I ----GRASS BRASS I I 1 TREE/2000 SF do t SHRUB 500 SF R 11~ 2003
UN-18 - - - BT-6 / EQ D -JUN-18 -18 N-18 - - - - - ? ( 604,860 S.F. /2000 = 303 TREES REQUIRED (W% CD)
I PROPOSED F J I LT-1 GRASS I PROPOSED * 604,860 S.F./500 = 1,210 SHRUBS REQUIRED
BT-6 _ RETAIL _ ow3' N-4 PROP06ED~PROP06ED JUN-18 _ SAIL IC 100 UNDERSTORY TREES ALLOWED FOR VSA 21 JUL 2003 ZV-4 RETAIL RETAL a REQUIREMENTS IN LIEU OF CREDIT FOR EXISTING 8K0
PK-3 LT-1 ~ ~fT8H 3,200 SF 3AW SF ' i PK-3 TREES ALONG STREAM PER AGREEMENT WITH THE
TRACT ID - - - - - • - - - - - - - CITY OF RALEIGH ZONING NSPECTIONS PT. Z2 2' WIDE GRAS RIP /I DE
SIGN ICR-10 pRppOSm • MAIL J SEASONAL 4000 SF 41 I -1 1 P I 37 TYPICAL PROPOSED
COLOR ~ PT-3 fP 7 2 I RETAIL AR-t ''`a} •,y I NOTE: SEASO
o I IF P - COLOR • REFER TO DRAWING NO. C-7.1 FOR LANDSCAPE
PLANT LIST AND DETAILS.
J ~
• s 0
i-- LR-88
EP-115 LR-158 OPA1-2 KP1-4 QPA1-3 QPA-6 KP1-4 CC1-3 GRAS mild
_ CC1-3 CC1-2 CC1-3 PT1-2 KP1-4 PT1-2 QPA1-4 AR1-3 KP1-3
- OP1-2 CC1-3 QP1-2 KP1-3 CC1-3 CC1-4 CC1-3
KP1-4 QP-6 QPA1-5 DRAWN
AR-4 0 CC1-3 EP-89
EP1-41 CHECKED QP1-3
LR1-41 OPW/RPH
CC1-3 -J 14EW BERN AVE. U.S. HIGHWAY 6
G NORTH DATE 31 mm 2003
8CALE
- - - - - - - - - - - - - r • 80'
546 L.F. 25' AV. WIDTH SHOD 4 PLANTINGS 255 L.F. 50' AV. WIDTH SHOD 3 PLANTINGS 0 60 120 180 JOB No. 1 3 PLANTINGS 354 L.F. 25' AV. WIDTH SHOD 4 PLANTINGS
(EXCLUDING DRIVE) RBPCW (EXCLUDING DRIVE)
SCALE IN FEET SHEET
LANDSCAPE PLAN. c ~7
OF SWEETS
old

7 8 9 6
~ 2 3 4 5
T S: NO E
z ~
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF Q J ~ 0
PESTS AND DISEASE. ~ Q ~ MUST BE CONTAINER GROWN OR BALLED AND BUR 2. ~ o~ v = ~ REMARKS
LAPPED As INDICATED IN THE PLANT UST. Y MMON NAME AME CO TANICAL N
BO 3. All TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND
MEET ALL REQUIREMENTS SPECIFlED. AR r m' r I r I M le 1 -1 ' H P ARE SUBJECT TO THE APPROVAL OF THE r I M le 14- H 4 4• ~ LANTS AR1 r m r I
LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLUTION. F - M~1
A 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE - M , DETAILS. n ' r 'min H
6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS 1 i n n i 'F P n F R
SPECIFlED. r r r 1 x in A 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE F fl FI w 'n wo d 9
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND ' ' A
SHALL AVOID DAMAGE TO ALL U11UT1ES AND SHALL AVOID DAMAGE TO , ~
ALL UTILITIES DURING THE COURSE OF THE WORK. THE - CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE - o • r
TO UilUT1ES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH - " N
000URS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. ' 11 2" 8' BdcB VSA 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFIING ALL PK Prunus serrulata Kwanzon ~ Kwanzon C
lIAN1TTIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. pT pin III Pin 40 min SHOD 3 VSA E....f Q 4 3.5 14 min BdcB SHOD 4 a
9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PTt Pin edo Lobloll Pine T MITED T0: WATERING SPRAYING, rff li rlin n rlin ton k 1 1 -1 TPY 0
POINTING (INCLUDING BUT NO U , I Will w ak 1 1 -1 ~ MULCHING FERTILIZING ETC. OF THE PLATING AREAS AND UWN P - ~ ~
' ) Willow Oak 7 3.5 14 16 BdcB SHOD 4 $ UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. OP1 uercue hellos
ALL PUNT A roue luatris Pin Oak 46 2 10-12 8dc8 SHOD 3 x 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE QP Ous yl NNING ON THE DATE Al uercus lustris Pin Oak 28 3.5 14-16 BdcB D D
MATERIAL FOR A PERIOD OF ONE 1 YEAR BEGI ) Bold re s 9 2 10-12 Bdc6 VSA STREETYARD A + ~ E OF TOTAL ACCEPTANCE. THE CO R SHALL PROMPTLY MAKE T x i m istichum
dl r n Vill n el va 1 1 -1 ~ ' ~ ~ $ ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE .~7~ I x N~ ~ 3
PERIOD. APPROVE THE STAKING LOCATION OF ALL ~ a 11. THE ARCHTECT SHALL ~ ~ ~
PLANT MATERIAL PRIOR TO INSTALLATION. Shrubs
12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN T i r T ACCLIMATED FOR TWO 2 WEEKS UNDER A MIST 42 24" TPY
LEAF SHALL BE O CJ le ra Ja onico Cle ra SYSTEM PRIOR TO INSTALLUTION. EP Eloeo nus Pun ens Thom Elea nus 264 18 SHOD TI>1'
13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR P
B DffOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE ICC II x rn to ri ri a H II 7 18 H MA RIAL 158 18 VSA I4 PROMPTLY REMOVED FROM THE SITE AND REPLACED WIT TE ICR Ilex comuto Rotunda Dwarf Homed Holl
OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL ICS Ilex crenata Stokes Stokes Jo anese Holl 6 12 n ACCENT
PLANT UST SPECIFlCATIONS. r r n T
14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL '
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. " n ' n
15. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL 0 1 H A
PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH HARDWOOD R m rvifolium R c rv tr m 41 4" n HOD Y MULCH TO A MINIMUM DEPTH OF FOUR INCHES. 1 m rvifolium R rv m
16. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE •
PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. R SHALL BE THE RESPONSIBILITY OF "
THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY ONES AND
ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE N FALL UTILITY LINES DURING THE ver Peren~als FOR THE PROTECTIO o Groundco
CONSTRUCTION PERIOD. r' ' ' I it 4" 1 o.c. ~,~,N~"""'"'Na,
17. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS N R11ES MUST BE MAINTAINED THROUGHOUT x
TO ALL ADJACENT PROPE ~ 0~ 1. THE CONSTRUCTION PROCESS. ; ~ D q ~s,
~ n Pond Plants Detent o 18. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN r ~
N mON THROUGHOUT THE CONSTRUCTION h 2 o.c. ~ ~ A HEALTHY, VITAL COD ff 2' o.c. ~ X a PERIOD. P n eri r ato P' k r Twee 7 1 Pr I 82~ a
HOWN ARE APPROXIMATE. PC to 19. ALL PLANT MATERIALS QUAN1111ES S Bullrush 74 P I 2' o.c. r ~ _ SV ci s vali u
P N I LE FOR COMPLETE COVERAGE OF '~i _ CONTRACTOR SHALL BE RES 0 S B `~~t! 10''y 0~ ALL PLANTING BEDS AT SPACING SHOWN. ~
I D AREAS ARE TO RECEIVE 4" OF TOP SOIL, f' 5,~~' 20. ALL D STURBE P, W P~~~~
MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS NIWM~g1~
OBTAINED. THIS IS EXCLUDING ALL LANDSCAPED ISLANDS AND ENTRANCE AREAS. 6''
C I Al10NS FOR ALL INFORMATION 7 21. REFER TO WALMART SPEC FlC
NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
DETENTION POND PLANTING SPECIFICATIONS
1. PLANTS WILL BE INSTALLED OVER THE SHALLOW PORTIONS <8" IN DEP1H (NORMAL POOL) OF THE WET POND.
2. PLANT MATERIAL IS TO BE MAINTAINED IN COOL, MOIST
ENVIRONMENT UNTIL PLANT1NG.
3. LIVE PLANTS ARE TO BE INSTALLED BY HAND USING TREE
PLANTING BARS (DIBBLE BARS).
4. LIVE PLANTS ARE TO BE INSTALLED SO THAT R00T COLLAR IS PLAN
AT OR SLIGHTLY BELOW) SOIL SURFACE (NOT SIGNIFICAN1lY ABOVE ( ~I
OR BELOW GRADE). EX1S11NG GROUND B" 2-PLY RUBBER HOSE
5. PLANTING HOLE WILL BE OPENED BY THE DIBBLE BAR, PLANT DOUBLE STRAND 12 GAUGE WIRE
PR PRIME PROPERLY PLACED (VERTICALLY, WITH ROOT COLLAR AT AP 0 COVERED W/2-PLY RUBBER HOSE
ELEVAl10N) AND THE HOLE WILL BE CLOSED COMPLETELY (NO AIR \ PLANTED FLUORESCENT ORANGE a
SPACE AROUND ROOTS) WITH DIBBLE BAR AND FOOT PRESSURE. ~ ~ WHITE FLAGGING (TYP.} Z
6. LIVE PLANTS SHOULD NOT LEAN MORE THAN 10 DEGREES FROM ClR BACK SLOPE ~ ~ TREE WRAP a PROVID ` J
VERTICAL. TO „ L ~ - J A FLAT ,~Uf~FACE Q\\~~~ 4 INCHES MULCH •
N , FOR PLANING 4 INCH DEEP SAUCER N 7. ALL ROOT PARTS MUST BE IN GROU D 1 ~
D 8' STEEL TEE POST U~ 8. PROPAGULES (DORMANT RHIZOMES, ETC.) WILL BE PLANTED BY z Z I
" TIVE POR110NS OR ~ BACKFlLL MIX Q ~ HAND 1 -2 INTO SOIL SURFACE WITH VEGETA ( O W
BUDS) FACING UPWARDS. N ~ ` ~
~ Z W d' UNDISTURBED SUBSO L 9. PLANTING WILL NOT OCCUR WHEN SOIL CONDITIONS ARE NOT ~ W W
CONDUCIVE TO PROPER INSTALLATION (E.G. FROZEN GROUND). ~ ~ REMOVE BURLAP do ROPE ~ ~ W O Z o
FROM TOP 1/3 OF THE BALL ~ ~m W
10. PLANTING SHOULD OCCUR DURING THE PERIOD FROM MARCH UZ 3 1ST THROUGH APRIL 30TH.
NOTE; SEE UWDSCAPE NOTES FOR 11~E TYPE OF MULCH MATERIAL TO USE. Z ~ ~ IW ~ WW z
am W
~ Z m W~
Al WNS, PE w SO N L NTING PA THE
t= LAWN SEEDING SHALL BE AT THE N.T.S.
IN RATES: W FOLLOW G Z
PER 1000 S.F. OF LAWN AREA: W
J ~ 3 LBS. TURF TYPE FESCUE "TYPE A
'TYPE B' 3 LBS. TURF TYPE FESCUE
° (TWO DIFFERENT FESCUES TO BE SELECTED FROM ~
. 0 ~ VARIETIES RECOMMENDED FOR PROJECT AREA) •0 D
00 ° Use 2" x 2" x 6' hardwood stakes and {~9
1 LB. KENTUCKY BLUE GRASS a0 wire encased in rubber hose for staking Ur 0~ 00 ~ when needed or as directed by architect.
E
Use tree wrap up to first whirl of branches i
~ p on trees above 1-1/2" caliper to prevent o~ scalding.
0
00 ~ , To promote aeration and percolation in
o• 0 o heavy soils, plant rootbcll above existing grade as shown.
0 • 0 Backfill with 80% parent material and 20%
aecomposea organic maaer Uy vowme
well mixed.
Provide 6" minimum of bockfill on each
i side of rootball to promote rapid re- establishment.
l
Provide an earth saucer for water retention.
REVISIONS
Minimum 4 thick pine straw in 5' BY diameter circle or as shown on plans. 21 JUL 2008
OPW
~EtO11T8?
PLANTING TREE

F ~ ~
To promote aeration and percolation in
heavy soil, plant rootball above existing
• grade as shown.
Provide an earth saucer for water
retention.
Backfill with BOX parent material and 20X
decomposed organic material by volume
well mixed as approved by the architect.
Provide 6" minimum of backfill on each tide
of rootball to promote rapid reestablishment.
Provide minimum 3" thick pine straw in 5'
wide planting beds or as directed on plans.
DRAWN
SKO GPW
CHECKED
SHRUB PLANTING GPW
DATE
11 JUN 2003 (90% CD)
SCALE
G JOB No.
RWCW
SHEET
LANDSCAPE DETAILS. ¦
r

1 2 3 4
5 6 7
STORM DRAINAGE STRUCTURE SCHE DULE 8 9
vv v ~ ,y I
MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS _ \ \ \ \ \
v \ 260 \ \ I \ \ \ \ I
NEUSE BASIN NOTE 275.0 279.Ot(SLAB) RTCB 60-61 36" RCP 140 1.0% THIS PROPERLY IS VESTED BASIN NOTE \ \ - v v v \ \ I f,
1-2 15" RCP 22 3.09 61 254.05 253.85 27ost(TC) cl REQUIREMENTS OF THE NEU R1Y IS VESTED FROM THE _ I \ \ v, \ ITS OF THEN A EXIST. - _ EUSE BUFFER \ \ ~ WETLANDS ~ \ ~ ~ \
RULES AS INDICATED IN THE 2 274.33 274.13 278.11 TC CI - ( 50 62 4"R P ) 2 C 140 1.0% VDICATED IN THE VESTED ~ (TYP.) ~ \ \ i ,1~•
RIGHTS LETTER FROM NCDEI 2-3 18" RCP 46 1.0% 50A-62 15' RCP 66 1.09 FEBRUARY 14, 2003. 'ER FROM NCDENR DATED \ \ 4, 2003. \ \ / ~ ~ \ 1 \
3 273.67 273.47 278.5f(TC) CI 61-62 36" RCP 244 1.09 ~V ~ - ' ~ \ ~ \ ~ 1 ~ - \ 1 ~v ~v A \
A 3-4 1 " 8 RCP 38 1.5% 62 (50) 250.08 242.87 266.9f(TC) CI \ ~ V 1 \ \
4 272.90 272.70 276.4t(TC) CI (50A)261.77 A ~ A - \ 1 \ \ ~ \ } V / -
4-5 18' RGP 7G 1.15% (61) 251.41 i \ ~ t' ~ - ~ ~ I J \ ~ ~ ~
5 271.90 271.70 275.51 JB/MH 62-62A 48" RCP 33 1.29 ' I \ 1 A\ V A ~ i j i I ~ / / , a , ti
6 271.5 275.01 CB 62A 242.47 ENDWALL \1 j ; I I v ~ v v ~ ~ I ~ j ~••y }
~ II I 6-6A 15" RCP 133 3.25% 63 (3") 250.00 245.31 253.21 JB 1, ~ ~ \ I I ~ / I I ~ / 1 ~ *1 I \ \ / l v ~ / ~ \ ~ ~
\ \ \ ~ 71 , 5-7 18° RCP 147 3.09 63-64 12" RCP 162 0.5% REFER TO SHEET C-8.1 AND fi \ ~ \ ~1~ r _ \ \ / I ~ ~
~ \ 1111 6A-7 15" RCP 90 1.0% 64 244.50 PIPE END ~ \ \ \ r~ i A I I ~ \ \ ~ ~ ~1~ /r~ v / / / r I i ~j r 8.2 FOR IMPROVEMENT IN ~ A 1 ~ / / i v \ ~0 v1 v ~ ~ / /
\ \ `l I 7 (5) 267.28 265.88 271.4(TC) DI 65 241.56 253.8t(SLAB) RTWI \ \ \ \ ~ _ _ _ _ ~ " - _ l - _ _ - _ _ _ _ - - _ / _ CORPORATION PARKWAY i 1 \ \ ` / ~ ~ o, \ ~ o / < / I ` ~ / NEW PRIVATE /
(6A) 266.08 65-66 \ \ \ _ - / 42" RCP 8 2.09 \ \ \ \ I. I _ / / ( I V v ~ V AZ__,~'r A ~ v / / l 1 DRAT AGE EAS MENT
8 261.5 265.01 CB 66 241.40 241.20 253.81 \ 1 ~ \ ~ ~ ~ w : ~ ~ ` 6R~AINA6E--'~- 1yl I ) / SLAB RTWI \ - a- (
( ) \ ~ \ \ ~ ' ~ ~ ~ ~ ~ - _ ---E9SEMENT TYP. ~ rL I f 8-9 15 RCP 117 1.07. ~ ~ ~ ~ I ~ / 66-67 60" RCP 34 1.0% I \ , ~ ~ ~ ~ . " _ - - _ ~ - _ ~ r ' ~ ~ .
9 260.33 260.13 265.51 CB 67 240.86 ENDWALL I N \ ~ , ~ ~ ~ . _ _ , _ ~ ~ - _ _ _ _ _ _ / I ~ ` , _ ~
7-10 18" RCP 191 3.3% \ i r _ _ - l v ~ ~ ~ ~ V - ~ \ \ / \ I ~ ~ 1'RC ~W ~
9-10 15' RCP 70 1.09 ~l I I ~ - ~ - ( I I A ~ ~ ~ r _ I 260 ~ O ~ i
10 (7) 259.58 259.23 267.8E TC CI \ ~ I i , ~ - ~ - - _ ~ t6 18 ~ ~ ~ / i ~ ~ ~ I / ~ d~~ o \ I 1 C
(9) 259.43 ~ ~ ~ \ V I ( o ' ~ 2s ~ ~ \ ~ ( o- 2B ~ 0 5' ROP \ i ~4" f h v~ I ~ X ~
10-11 24" RCP 7 1.0% \ \ I \ I I I ; ; I I'i' } ~ } ~ ~ ~ / < 1 I r~ ~ I I ~ / ~ 1 2 ~ ~ I OS A1~ON ~ - ~ ~ N .r
11 259.16 258.96 267.8t(TC) CI ~ ~ V \ ~ ~ 0 ) ~%RCP v ~ v ~ I ~ 1 ~ RKWAx ~ ,1 / ~ ~d ~ A n n E °J I r VAS ~ / h / won /I \ I I ~ o I y ~
` / e 1 I 11-12 24" RCP 40 1.2% ~ ~ ~ y I
yss - - 1 l 12 258.56 258.36 267.71 TC CI v _ ~ `v • { ~ ' B ( ) . ~ ` v v v ~ ~ C - - - - - 270.95 , / 1 . q - 7 I l V v f0 OiCi I RCP , ~.a-.~.~,~ - ~ ~ _ A \ V ~ M
12-13 24" RCP 168 1.5% ~"~'p \ ~5 ~ ~ ~ o ~ I15 ! 55. ~ f11~~ ` \ ~ W W 1 i ( \ N _ SATE- DRAINAGE , , ` \ \ \ m \ TOP OF WALL V S I \ J
13 255.84 255.64 267.2f(TC) CI I ~ A ~~Q ~ ~ y , } I 59~ \ BASEMENT (TYP.) , ~ ~ ' ` \ a ~ NEW CL. B EROSION eg SLOE ~ r J~ NE~ \ ~ ' I ~ \ \ S° ~ \ \ 1 3 ONTROL STONE APRON
14 257,33 262At(TC) CI ~ \ 1 e . / ~ \ \ -,apt ~ _ ~ I , n { ~ v r ~ } ~ N 1 v. A i1= MIN
14-15 1 " R P 1\ \ \ \ ~ ! 1 ~ i ~6 1\\\\ ~ 2 1.5 ~ ~o o \ 1 , 5 C 39 1.09 P\ \ ~ A 11 V 1 v 2 \ i \ } ~ TRAN , / - ~ ~ o DRAINAG EMENT / ~ N ~ \ ~ ( . 32 Lx 12 Wx22"TH) } A ~ 25 / ~ / ~ _ ~ \ A \ V A ~ \ 1 } , J RSA J 1 / + ; ~ / 1 , \ \ ~ \ \ ~b~ GEOTEXTILE FABRIC
~ ~ ~ . ~ \ \ \ 1 tit, / ^ \ ~ \ } I 15 256.94 256.74 262.Ot(TC) CI ~ ~ \ \ 1 ~ ~~o ~ \ ti \ \ 2ep ~ ~ \ 1 I j 27. ~ ~ ~ ly,
15-16 15" RCP 59 1.09 \ \ ~ I ! ~ ~ ~ \ ~ ~ 1, I ~I >p \ \ t ! i II ~ 5 5 \1 \\~~I ~ I / \ \ LINE ENBANKMENT 1•AltFl-
16 256.15 255.95 265.41 TC CI ~ \ ~ ~ 0 ~ ! ~ _ \ ~ ~ A \ + i I ICI ( ) m ~ tie - ~ 1 I ~ i z ' i , ; , ~ vv.r , _ v y A 1 \ v ~ 1
16-17 1 R \ , i - _ I V I 870.54 5 CP 33 1.07. \ 1 I I ° ~ ~ ~ t zs7.63 I ~ a< ~ c ~ ~ I r ' f ' ~ ' 70.54 2sa ~ s ~ , ~ \ \ ' \ ~ ~ \ I \ \ I ~ 1 1 CLASS 1 RIP RAP (MIN 22 59 I ~ ~ ~ i + Rc ~ ~ I ~ ~ • ~ lr \ + v~ } ~ I THICK) ON GEOTEXTILE
17 255.62 255.42 263.0E JB/MH \ + I a 4 ` = ~ ~ r ~ \ I v.o ~ 3s RcP - \ ~ 1 FABRI } -(7~- \ t ~ . r C TO ELEVATION 246.0
V v \ ,III _ . ~ ` \ I 1 1 18 255.23 259.5t(TC) CI ~ \ \ y I I r \ ~ _ \ \ ~ 1 I I ro \ i ~
18-19 15" RCP 67 1.09 1 ° \ \ \ I 1 ~ I - \ ~ a 90 \ \ ~ I V A ~ ~ vv / v 1 III I ~ ~ 12" PVC A I I \ \ ~ \ ( WO FLOOD HAZARD SOILS I ? s ~ / \ \ I 127ts2 ° ~ ~ @ 2.0%1 MIN. 4e' RcP ~ \ BM 1988, PG 1363
19 254.56 254.36 261.9t(TC) CI , \ ~ \ + I ,III 1 I ~ _ ~ \ ~ I I 27ts2 i \ V , I I I ~ V 1 1 1 I I I I I z72.o ~ \ \ \ (TYP. EA. SIDE IIII I z72.o } 271sa, ~ I A \ V )
19-20 15" RCP 184 1.0% ~ \ } ~ 1 I ~ \ ~ 1 III I I I 271.5 \ , ~ y A ,I~ I ( ~ v \ I . I t 1 11 l ~ 1 ~ \ 271.92 p ~ . ' \ \ I I 271.5 272.0 \ ~ ~ 271.5 ~ E ~ - ~ • A A /
20 252.52 252.32 261.3t(TC) CI V A \ r A 11 ` 11 I \ ~ - _ _ _ A 1 C'. 1 1 I ' J III 1 I 1 i 12" PVC 1~ + IN = 265.18 272.0 0 2ss. W ~ \
_ v I I QA \ 1 I11'I illl I 20 21 15' RCP 183 1.0% V \ V / ~ ~ ! ~ A \ - I III ~ I I I I + I ~ 1 ®2.09 M i I' I ~o ~ \ \ \ s , I I I 1 I j 2s7s \ z BERM - 254.3
21 250.49 250.29 261.61 TC CI / / ~ ~ ~ j'II I1 / 1 ` lCN - 6~ 0 IIII I 1 I I I I, f O ~v / I ~i lil I ~ v 11 I I I I II II, ! ~ I 1 ~ i / ~ \ } ~ v v 'v vv A 1 I I J I ~ \ INV = 264.8, i 2ss / \ 0 3s" RCP \ ° 1 l ~
17-22 15" RCP 233 1.5% y \ / I ~ ~ ~ i I - ~ A ! A I ~ I I I ~ I ~ MAX. ,SCOPE ON ~ i I ~ z7 - - A 12"~ PVC A ! I I ; I III 1 I I it ~ { ! 1 \ . ~ ~ 1A i / ~ \ r 60' RCP V ~ ~ ~ ~ IIII I I I I l VV ~ 2~1 s2 ~ \ c ~ V A A ~ v ~ NEW CL. B EROSION
21-22 18" RCP t0 1.09 ~ IDEWALI~ 1 I~ ~ I I ~ ~ ®2 % M N. ~ I III l ! I I I I 1 1 ? _ 271. 271. A\ ~ I I I j 1 1 1 1 I I ~ { ~ / z .o ~V I ~ k ® r f 11 I ~ P ~ \ \ ~ \CONT •i ~4t~ia~c4.~,~
22 (17) 251.93 250.00 261.5t(TC) DBL CI ~ ~ 1 / ~ I I I w ~ v, A 1 1 I I ~ I ~ , 1~ ROL STONE APRON ~ IIII ~ I i NOTE; REFER TO STORM V A ~ ~ v y~ G~ , } I DRAINAGE DETAIL SHEET I ~ p% 1 BERM: 24.0 ~ (MIN. 40 Lx15 Wx22"TH) Q• . ~ . ~
21 250.20 ~ ~ t` l III . ) I ~ V ~V ~ I f . ~ I I I l ~ I O ~ ~ % I I, I t 27z.o ~ 1 } ,III I{ i I I I I I I I I I SIT \ \ ~ ~ r ~ ~ I ~ 'ON GEOTEXTILE FA ~ • ~ I I I E 3.4 FOR PAD PREP \ ~ ~ ~ ~ A, \ ERIC FE
13-23 a° \ ~ / / I I I i 27.66 \ I \ \ I I I IIII ~ 2 RCP 115 4.0% / / ~ ~ I / I I ~ ~ ~ 1~ I I I y ~ i I , l I I I f NOTES Tc 271.7s \ \ ~ } \ y ~ \ ~ I { . I I ' \ ~ TP 271.25 1 \ ~ NOTE: REF R
22-23 24" RCP 125 1.0% / 1 / ~ I ~ ' i I ~ 27i.B5 ~ / ! 1• I I 1 I I I { ) \ Boa ~ ~ i I. zt.5 I/ ~ 111 II1', I I I I I I ~i I I r. \ \ \ \ E TO LANDSCAPE ~ l \ e" a l ~ PLAN FOR I ~ / I \ \ \ r SLOPE 1~ ~
23 (13) 251.00 248.50 262.6E JB/MH ? / j~ ~ / I( I 1 A ` I N I ~ I i I 1 III 1 1 1 1 \ ~ r ;IIII (I 271. I A l '1 $ .II III Il,+j ;f I I 11 1 / TC 271.92 P POSED l ~ ~--f 1 , { ~ ; ; ( 1 / - v TP 271.42 \ J ~ a ~ STABILIZATION AT DETENTION ~ ;
(22) 248.70 ~ I . • I ~ ~ \ ' i 0~ ~ 1 6 1 7 V~, ~'.I ~I~I IIII~i ~ ~ ~ ~ ~ ~ WEf BOND 2 V 1 PONDS AND LEVEL : t i ~ ; ( l I ® ,250. a \ „ , ~ \ 2 -SPREADERS 4, \G
23-23A 30" RCP 55 1.59 ~ ' 2 r / I Q ss I ~ 271.92 \ \ ~ ~ ~ \ v \ ~ i ~ I i 272.0 V Al L) III) I~I~ 'I~ III; / \ ~N a
23A 247.68 247.48 262.78t(TC) CI ~ ~ I I I I \ ~ l A ~ . 1 i I I I I I ~ + I , : ~ ~ ; E LEVEL ~ NEW CL. B EROSION ~ ~ 3 I 11 ' j SUP i 1 E C E ~ - SEA • ~ ,
23A-24 30° RCP 120 1.5% ~ , , ~ ! ; ; I _ i/ v!/\ i ~ ~ ; I, III 1 \ ~ i I~i is RcP + l 'I I I ~ l i i I I I I, I ~ 2 I DE CONTROL ST l a. ONE APRON 1 2 MIN. 21'Lx12 Wx
24 (23A)245.68 243.82 256.01 JB/MH ~ \ III ' I' I I o 11'' `I IIII IIII I ~ I ~ V 111 I l ll, I I -"27t.e2 ~ + V I I I 1 III i I '~l 1 ~ ~ , ON GEOTEXTILE FABRI f i l l I I ~ ; J ~ / C
\ v / / ~ o o I' I i;I~III 1 ~ o \ II \ ~ , '11 I ii ~ I t \ \ NEW RETAIEdIN ' ~o. ~ I ~ ! ~ I I ~ , I n I r' / 5 ~M, - I I i ; , ~ i~ 203,942' S.F. { a ~ ~ sp, % , 1 1 I ~ ~9~ NEW LEVELS R
24-25 30" RCP 91 2.09 G WALL , I~ , V , 272.a I I 1 I l~~ l i l IIII I, i V A TOP OF NfgLL VAdIES ~I I , , ; ~ I ~ I I I I I I I, i 1 j ~ I ~ i' ~ EADIER ~ 1
25 243.78 FES l ~ I ~ I l I, ~ r .III I I I l i ~ I l;t ! z7t. I I I X1,11 j„~ I ll I II ~ ~:~.E. = 22.0 I ~ / 1 v I I I i \ ~ / ~ ~ ~ I f I i TC 271.75 11 ~ / ~ w t \ \ I I I~ } } I TP 271. ( ~ 1 P ~ ~ ~ A
25A (2°) 247.3 243.89 249.8 JB A ~ I ( I I ~ I ! ~I I , ! ~ , I i I , \ I I 1 1' 1 i i I ~ ,I j l 1 III ' IIII III I ~ I, Il I I I I ,i I' 25 I / / I I I 4 I I I } '1 I / 49 ~ ~ ~ l V A
25A-25 12" RCP 38 0.59 ` I l I I I 272.0 , ' ~ 1 I I III I 1 I, ; I ~I I IIII 1111 I 1 I I I i i ~ , rc 271,x8 / ~ J• • " ~ / ` 1~,. I \ \ TP 271.38 r / y . ~ i 12" RCP \ r'~ \ ~
25B 243.70 PIPE END \ { l 1 I ~ I i 1 1 1 ,Ill I I I I bt ~ 'vv ~ I 111 l II II ~ v?~ II'II' ill! I 25C 242.00 250.3t(SLAB) RTCB ~ 1 l i l t, / z72.o 1 + 1 1 1 I I I, ~ I n I 1 ` I TC 271.88 / t% \
" ~ v 0A ~1 I v 1 - 272.0 I I I! I I I 1 I 25C-25 42 RCP 31 0.59 V A ~ ~ III 1) 1 I III I J ~ f ~ i I TP 271.38 I ~ ~ ~ - _ / ' 01 \ ~ ~ III I / ~ ~
~ ~ '0 ~ ~ ~ 1 1 V I I, I I I I 250 241.85 \ ~ ( III ' i 1 I II III I l { / I I J I ~ I~~W CL. B EROSION CONT L STONE 7APRON ~P ~ ' ~ r' \ ~ \ /fi ,2 j I I { / r fMIN. 32'Lx12'N~x22"TH ON EOTEXTI F ~ -
ENDWALL ~ ~ V~ 1 / > I I 2715 I I I J I - + ~ ; ~ ~ I ! / I I III IIII I f 26 15" 279.06 278.86 291.01 JB MH 1 I ~ , I 1 I I • I , I ) L ABRIC r "ti / '~'.y/ \ NEW CL. B EROSION IIII I f I _ _ ~ \ ~9Q,NOT DISTfJR~B STREAM C ANNEL PAST m ~ 1 CONTROL STONE APRON
( ) / ~ ~ ~ I I ~ ~ I I i 'i 1 11 l Ir~,I 'i I ' 42" 279.50 \ 110 LFt B" PVC , ~ ' i I' I I ; i I 1 1 THIS POINT ~ ® _ \ \ \v MIN. 20'Lx7. '
~ \ A ' ` ®2.0% h~IN. I i i ~I 111 ~i I' I I ~ i 26-27 42" RCP 177 3.2% ~ I ~ I , i II ~ + ~ I, ~ ~ ; 1 ~ 1 y o I 7 - .'.,j(.~° - / ~ v v ON GEOTEXTILE FABRIC I ' I I ~ 7 1 1 1 272.0 .n l rc 271.ea r ! • • . ' ~ ' ~ V • y L ~ ~l < v ,
~ y ' \ ~ , II' iii; till I! 27 273.20 768.45 279.11 JB/MH 1 ~ pp NE:W TWO-VPA~ CL ~ 1 •r 271. ~ ,1 I I i I 1 { l I ! 1 v 1 271.38 t ( i ~ / s~ ~ • ROPOSED \ 'v ` v~ \ I I l v I ET -
~ ~ EAN6UT ~ ~ , 1 ~ Tc 271.66 ~ 11 I I I I I ~ I J rP 7t. rn vt.es \ 1 I I I D 28 '266.18 283.0E CB ~ , ~ \ \ ; cur (REFER TO ARCHJMEP DRAWING}., . ~ I I I J I I I ~ ~ / / ~ yo POND ~1 v BERM 250.8 2 \ \ ~ / l J 1 ~ l ~r 1 W.E. 247. \ \ ~ \ \ s I I I I 11 ,I \ ~ ~ I"'~~~ / I \ l \ \ \ \
` 1 z7 s / 'r lzhi.~s I I I I 1 ~ ~ _ 1 TOP 271.55E ~ ~2> 2' ~ ~j ~f•~6 I , I I 28-29 24" RCP 328 1.51% ~ ~ I TC 271.75 TC 2.95 \ \ ` ( ~ f ~ I ,RCP 4 / \ II\ \ \ ~ TP 271.75 \ TP 271.75~~ \ i r iv °.l i~ \ 42 S° \ 1
'I~'i' 29 261.23 261.03 271.8E MH JB I + I I I ~ , I I / ~ ~ ~ y ~--29a I I 7. I I ' 271 s2 ~ ` w J i ~ 24s ~ ~ ,NEW RETAINING WAL ~ ~ • • /i / ~ 24 L ti li - / - E~ • / TOP I OF
P s A~ ~ ~ ~p ,,p , + i 27-30 42 RC 229 3 067 j I MAN TC ~88 ~ ~ / ~ I v i 1 27~ ~ ~ ~ / hk _ _ WALL VARIES ~ ~ f _ lr \ I ~ ~ ( A
- 29-30 24" RCP 150 1.5% y~ - i ~ C 2Z~1.3' ~ r ! / % ~ I TP 71.751 6 ~ t b':%'t { \ \ r ~ y p 258
1 ~ \ l I ~ ~ ' - 1.3 . / i i ~ / I I C 2' 30 (27) 261.44 258.58 272.31 MH/JB 1 -F ~ ? _ ~7C.66 -~7&7g65 ; , i I TP 2' 1 1 1 c 271.7s P c v 1 1 f,'.' ~ 6 a_ +d v ~ I D IN TYP. A \ \ 2E~ _ o A ~ ~ Z TP 271.75 t ~ TC 271.55.._ I 4 y0 ~ , 19 \ _ _ F.
1 , ,270,65 \ \ \ - ~ ~ 1 I 270.65- . (29) 258.78 ` r ~ \ I \ ~ ~ - _ " TP 271.75 I / ~ 281.12 6 \ 15. R p w ~ 1 I 270.65 0.65 \ 42' IZCP I / ~ c ~ - / ~ ~ ~ ~ ~ C
1 1 _ _ ~ - - ' \ 31.8' - - ~ / 30-31 42° RCP 400 1.75% , - \ \ - - i ~9'` , - i' \ / r 2065 274:6 ` \ 1 n 263.3 283.3 ~ \ ` ~a
31 251.58 251.38 270.31 MH/JB i \ ~ _ - , ' sSf~Oj~.- 270.3 27 2~ \ ` 27c.a \ ~ 4s ' ~ e' Pvc o x st. 26z.e I , \ ~ k \ • \ ~ Z W ti \ ~ \ \ 1 S MIN. 1.5 / / I ~ \ ~ \ \ ~ ` W W 27~.2~ \ I \ 1 ~ 63,5 \ 8 2 \
a - _ / 31-32 42" RCP 178 1.829 ~ ! i ' 7 / P ~
32 248.14 247.87 266.31 MH/JB I ~ - - ' ~ ~ o,~ ~ / , % , ~ o Ij \ I \ \ 270.22 -0 V ~ ~ VA . _ J 262.75 _ , ` 263.5 / ~ \ \ \ ~ Q -0 ~ U w F- { \ 1 ~ I } } / 265.0 ~ RROPOSkD \ / / ~ 82,88 \ ` \ \ ~ m
32-33 48" RCP 47 1.0% 1 1 1 i~ \ t5" RCP ~ ~ ~ p -0 I o I r ~ FFE'1 ~ r, 261.5 ~ 3 \ 2S ~~yy~.+~ 10 263.5 \ ~ ~ o LL ~ { ~ • RCf~ aoPOSED~,- - - - _ 1 Z ~ 0[ a
33 247.40 ENDWALL = 1 P ~ ~ j , - - ~ - ~ - ` ~ _ ~ r ~ - -
34 280.36 289.3t(SLAB) RTCB I t4 2s 9 ~ _ _ 1 ) I \ I I I I \ / , ( Rp a 283.5 / ~ ~ =163.5 3 m \ \ } \ ~ \ ? \ / ( / 26J.9 ~ 282.84 y / / \ ~ ~ W ~ W
34-35 15" RCP 120 4.25% ~ " ~ ~ ~ / I \ I _ I \ \ \ r ~ ~ ! u o \ ~ I J \ \ m r^ WJ J I / \ . U v, I O 2.68 / 262.88 m \
1 6.5 / , I ~ 35 275.20 273.30 284.Ot(SLAB) RTCB ~ i ~ 41 so ~ I 1 I I I II~~J/ ~ - - ~ ~ \ w
II I 1 ; - / ~ ~ ~ 30 36" RCP ~ 35-36 18" RCP 60 3.0% 1 ~ 1 ~i 29 t!o 36" RCP \ IN I \ I J i }I I - _ _ - 262.6 \ T 1lOx 1 ~ RCP I r 11 I ~ _ 282.84 ~ ~ b I \ W Z \ i ~ \ i 477 1 / ( . - 282.84
36 271.70 271.50 275.Bt(TC) CI II ~ ~ ~ • - ~ 36" RCP j MIN I I ~ I _ 282.4E ' 282.48 ~ ~ \ ~ ~
37 275.93 279Jt(TC) CI II I a ~ n _ ~ , 43 ~ i f ~ I I~ I/ ~ i~ 23 ~4 i ti I \ / , I Cr / 1 x ~ ~ j ~ i i N / / I ^I I ~ ~ 5 RCP - 262.84 I ~
37-38 15" RCP 53 1.09 $ ~ `0 J - \ _ ~ ~ 126` t II ~ ~ 126~r1 / ~ ~ / / ~ II' i~f i~ p I
i 38 275.40 275.20 279.8E C CI ~ - ' _ 9p ~ , \ 1 3t / ~~~/'7 / ~4Q~ 280.98 I ~ ~ V 1 j t/I / )p r'~ ' / ~_~~lr, ~ 61.47 lg" RCP
- 15" RCP 24 1.09 II \ 0'~ 1 ~ 1 E 38 39 I _ / / t / / ~ 60 261. o ( \ \
P ; ~ 16" RCP /s / _ \ \ 1 39 274.96 273.10 284.8f(SLAB) RTCB ~ ~ , , ~ - , \ 1~ ~ III; /i / / / / ~ ~ / \ 1. /~i
~ I , ~ 1 1 1 I~' 36-40 24" RCP 146 1.0% _ - - ~ ~ ~ y I I II 7 ~ / / ~ / I~ ~ ~ r l(I - i~ / ~l~ll;-~ 13
- R l I NEW RETAINING W ~ I / I ~ ~ 39-40 15" RCP 66 2.57. ~ ~ / / / / / / / ~ ! I ~
\ I ~ _ _ TOP OF WALL IE ~ ~ ' / 4 ~A ~ \ - - I 40 (36) 270.04 269.84 275.Bt(TC) CI BENCH MARK ~ 1 ~ ~ - - / / ~ 1 / ~ ( ~ / ~ / / 6~ / ~ 26 / l
39 271.45 FIRE HYDRANT / \ I ~ / ~ i~ ~ ~ I l ( ) TOP PAINTED FLANGE BOLT \ / i ~ ~ ~ ~ _ ~ ; ! ~ a / ~ I / /
4 -41 24" RCP 174 1.75% - ~ ~ / ~ ~ ~ - ~ / 2 / r , 0 ELEV-297.53 , ~ ~ / / t II ~ / t ~ s ~ / _ ~ : , i " 24" RCP / / ~ \
N l ~ - - ~ ~ ~ ~ ~ ~ ' / 41 266.80 266.60 270.Sf(TC) CI (EW BENCHMARK WILL NEED a \ ~ ' ' ~ , . _ ~
TO BE ESTABLISHED) do - - - 41-42 30" RCP 123 2.57. ce~ / ~ _ ' - 75.7 y AC i ~ , / ~ 1 ~ , / , ~ ~ 110 I N / ,l } f~~ I . I 1
42 263.53 263.33 268.6t(TC) DBL CI ~ ~ / 1' - , r i ~ } 1 ~ ti / r . ~ j ; ~ / 1 ~
4 -43 36" RCP 18 3.25 ss - " - ~ . - - , , ~ , ,'jlJ ~ _ _ , L.
I I 27 A \ ~ " 43 262.75 262.55 268.6t(TC) DBL CI ! ~ ~ \ ~ \ , • 273 6 ~~-2T - - _ ~ _
- 36" RCP 245 1.0% ~ I ' + li 8.0% _ - v ~ ~ , - ~ 43 44 _ ~ A , ~ o _ - ; i I / i" -'i._- / Ate, / ~ r ~N ~ i ~ `ti~ ~ ~ ~ , I ! ~ i
44 260.10 259.90 268.91 DBL CI \ 1 I I ~ / . _ Y-. - ~ ~ ~ h \ -4701 r27 _ ~ ~ _ _ i~
45 160.96 1oo.12(IG) VOL ll
44-46 36" RCP 200 2.0% 15' R6P - \ . 269,4 \2 267.3
45-46 18" RCP 129 3.07. 3.1 I ! I 1
46 (44) 255.90 255.70 268.7± JB/MH I„ / I 11_ Pill
(45) 257.0 9 I I I l \ . ~ ~ss_-~-! --7 / • - ~ - o - s 11 r r~ , REVISIONS B 18'RCP DI
a 46-47 42" RCP 32 1.0% Q I / f ` \ ~ • ~ / I ~ \ may.... / 1 1 r I / I I U APR 2003 7 34 \ 24 RCP At,
N i• ~0 1 \ I 47 255.38 255.18 269.4±(TC CI i I I / _ > ) ~ I I f l l l l ~ ~ -•E+3 t 7 I r r I !DESIGN CIVLI SKO E9 I \ 66,34 r. 15" RCP I I -E9 Q) e,, v4. z ` 270.5 08 JUN 2003
47-48 42" RCP 105 1.0% / I I II I 11,111 _ I r 4e 254.13 253.93 270,31 MH I I I - 15 RCP C I I Ill ,s RCP 3 1z .4e 264,8 I r lDW GPW
18' RCP 18 RCP ° - 0 1 I I Q REVEWI
r 1 48-49 42" RCP 105 1.0% I Q . \ / I J l 11 \ sec _ _ o Of I _ I , 112"X 12 PR~E~fA~RICAT~O - - - ~ I 265.4 ,ICAT~O - - - ~11izo ' 1 1 270.92 s~ 11 1 I \ ` 11 JUN 2003
268.5±(TC) Cl REFER TO SHEET C-8.5 49 252.88 252.68 I / I • \ EVE EA DRAIN I 27o.a DLH 7 ~ I I 217.0 180% CD)
N 4 "RCP 100 1.0% FOR IMPROVEMENTS IN I I - o / I I I TOP--M27 49-50 2 NEW HOPE ROAD a I I ( I 8 N INV.274.8 276..64 .70 O 27L04 I ,6' RC I 21 JUL . ~ p / I I 2003 270
a 50 251.68 251.48 268.8t(TC) CI c0; I l I I l _ a I I I III IPERMT8) QPW
50A 262.43 265.9t(TC) CI NEW RETAIFItbG'YVVILL _ _ _ I I \ cn 10P,OF WALL _ _ VARIES I I I I \ u \ \ I 16• RCP I \ I 277,0 I 27 .34 271.56 271.06 \ l ( I I 20 JUL 2003 1 I 1\ 27 .96 I I (EXPRESS REVEWI
51 264.72 269.5±(TC) DBL Cl , ~ 1 J I \ \ ~ _ 280 _ _ ` l \ \ I 1 \ I 6 - - - 2es.ce ( 267.b QPW
268.00 272.0± TC Cl Z 52 ( ) I TRACT ID-_ ~ ~ ? \ PMPOSEf I 1 I I I r I e 70.9 ( ] a I 8 I I I OS AUG 2003
Es 51-53 18" RCP 97 1.0% RETAINING WALL t SIGN _ - } --290 TO O!; WALL VARIEg Q 15" RCP 25 9.0% 277.0 AIL ¢ I \ i iDWQ REVEWI DLH E~ pROPO$ED FFE 271.7 2 a.0 '6"
~ 52-53 I ~ ~ c~ TOP-276.e \ (~jpE 5.7 ~ 210.5 271.56 271.06 26 .5 I a r X MIN ®1 \ \ / FFE = 277.0 , 666, 66.34 F~M EDI r 23 SEP 2003
53 51 263.75 263.55 270.4±(TC) Cl 11 \ \ P•278.84 I 1 r' - \ I RETAIL I I \ i (WAL-MART) 1,~W
I (52) 265.75 U 53-54 24" RCP 120 1.0% \ _ - - _ - • _ 8" PVC h.8%v MIN. \ & 1 I - 267.01 I 1 ® 76.6 V I V r l
\ ^ RCP 8" PVC ®I 70 ' 167.0 I 1 \
54 262.35 262.15 269.8±(TC) Cl 55 263.28 270.8±(TC) CI - 3 \ 9 28 \ 27 7 \ 6 I I X MIN g 286.641 5.0% MAX. \ > > , ' 166.5 sLOPe I \ \
24" RCP 155 1.0% PPS 290 ~?P I 79,1 - ~ - - - I _ ~ ~ ~
54-56 - - moor/ ai J H PP UOFOCM PP 4-1
N 55-56 15" RCP 93 2.6% o ~ PRMH r OHP&PHL - DRAWN
56 (54) 260.60 260.40 270.4±(TC) Cl w w w w w \ w rP~ w w w (55) 260.86 UGFOCM a \ 4 W W - - - W \ W W - . _ GPW
OUTHERN BEb 57 L ~ 262.53 266.3±(TC) CI -j \ 4 a 1 F PER OPTIC CABLE MARKER W~ w NOSE: DO NOT EXCEED SLOPE \ ` \ W so CHECKED
3 ~ ~ / ~ ~ I J U 56-58 30" RCP 239 1.0% EAC WAY 7 \ % I r ACROSS FLAN CAP I \ 1 JDL/RPH PA KING SPAQES 1 / 1 I ~ 1 NORTH DATE
G i s a / / l 1 m V 57-58 15" RCP 80 5.0% - _ ,
58 (56) 258.01 257.81 269.3±(TC) Cl N 57 258.53 \ y 31 MAR 2003
/ i r l r SCALE
N t / 58-59 30" RCP 99 1.0% o I ~ 1r , r
3 2 270.1± JB/MH I 5s 256.82 256.6 1 ; EW/ BERN" AVE. % U. S. HIGHW -Y 64 0 60 I ~ eo 120 180
U o ~ ~ 59-60 36" RCP 97 1.0% W Y 64 / q I REFER TO SHEET C-8.3 AN J06 No. 8.4 FOR IMPROVEMENTS IN , CW
co a - - 60 255.65 255.45 270.9±(TC) CI n PP %pp NEW BERN AVENUE SCALE IN FEET SHEET
OD ~ N . PFD G RADING PLAN C-3
U
N 0
i d
OF SHEETS

6 7 8 9
3 4 5 1 2
~ \ ~
~aa ~ 1
STORM DRAINAGE STRUCTURE SCHEDULE
MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS MARK INY IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS \ ~ ~ ' ~ \ - - ~ ~,4
(FT) EXIST. WETLANDS ~ ~ ~ V ~ ~ ~ y ~ , ~ TYP. ~
1 275.0 278.01 RTCB 58 (57) 256.82 256.62 270.1 t JB/MH 63 (3") 250.00 244.82 253.2 JB ` ~ ~ A 1
1-2 15" RCP 22 3.09 63-64 12" RCP 163 0.5% V ' ~ \
2 274.33 274.13 278.it(TC) CI 58-59 42` RCP 97 1.0% 64 244.00 PIPE END ~ l ~ ~
2-3 18" RCP 46 1.07. 59 255.65 255.45 270.9t(TC) CI 65 242.36 253.8 (TS) RTWI ~ .
7 . 7 73.47 278.51 TC CI 59-60 42" RCP 140 1.0% 65-66 36" RCP 8 2.0% 3 2 36 2 ( ) - / i , ~ ~ ~ ~ -
A 3-4 18" RCP 62 1.5% 60 254.05 253.85 270.9t(TC) CI 66 242.2 242.0 253.8 (TS) RTWI I " \ ~ • • y~, i ~ G, ~ s. J ~ ~ ,
4 272.54 272.34 276.3t(TC) CI 46-61 48' RCP 140 1.0% 66-67 60' RCP X28 1.09 f, ~ \ ~ / u ~I ~ - • ' rv
4-5 18" RCP 44 1.09 47-61 15` RCP 66 3.0% 67 241.72 ENDWALL ~ ! ' 1 4 i _ r , I ~ i ~ A
5 . 271.90 271.70 275.51 JB/MH 60-61 42" RCP 244 1.0%
6 271.5 275.01 CB 61 (4fi) 248.76242.80 266.9t(TC) CI ~'1 ~ ~ I ' ~ ~ ~ ~ _ l ~ / k, ~ ~ ` ~ 41 ~ 1 / r ! i
~ ~ ~ 6-6A 15" RCP 133 3,25% (47) 260.45 V ~ I i ~ NT ~ ~ ~ 4 ~1 ~ ~ ~ ~ c ,NEW RftIVATE
5-7 18" RCP 147 3.0% (60) 251.41 ~ r~1~~~~ ~ 1 i I ` FER TO SHEET C-8.1 AND ~ °I4. ~ t DRAINAGE EAS,EME 2 FOR IMPROVEMENTS IN ~ ~ ~ ~ , " i l
~ ( , 6A-7 15" RCP 90 1.0% ~ ~ ' ~I A - , ~ ~i 1 ~ N RPORATION PARKWAY t ~ v ~ ~ ~ _ i'
. • - _ 7 (5) 267.28 265.88 271.4(TC) CI 61-62 48 RCP 30 1.09 ~ - _ _ _ _ ~ i r ~ ~ ~ ~ M~~ E r ~ v \ i ~ ~ 1 ~ ~ r
(6A) 266.08 62 242.50 JB/MH ~ s \ \ ~ < }'RIbkTE-pRp~,1A~_~---_.~__--_i~, ~ ;
r \ `y' ~ ~ MENT TYP. , r~, j ' ~ r , / B 261.5 265.01 CB i V _ _ _ ----EA$E ) _ „ ~ ~ ~ . _ _ .r---- - ,r ~ ~ ~ r f + 1 W O+ _ 4 - , 1 RIP / y . ~ ; 1
~ _ . _ - 8-9 15" RCP 117 1.0% - _ _ - ' _ ~ ~ - ~ - , - ~1- - _ _ ~ ss, ~ _ ~ I o ~
9 260.33 260.13 265.81 CB \ ` ~ \ - - ~ _ _ _ _ - - ~ - \ ~ v - ss
1 "RCP 191 3.3% ( ' ~r' ~ - - 7-10 8 ~ _ _ - ' ' ~ ~ ~ ~ 4 rn ~ , o 0 ~rw~ : } o
~ ~ i ~ _ . - 9-10 15" RCP 70 1.09 \ ? ~ - - - - i - , ~ I A wZn~ E 1 1e N o
10 (7) 259.58 259.23 267.8t(TC) CI ~ ' ' ~ ~ ~ ` 15' R(;P ~ ~ ~ ~ i o~" ' ~ r a i - , a ~Z~~~ 4~ ~ ~ ~ v - ' - - I 1 ~ ~i , m ~
(9) 259.43 4 \ } ~--28G ~ ~ - - - -
` \ , I 10-11 24" RCP 7 1.07. RCP ~ r ~ ~ ~ 1 v ~ . ~
11 259.16 258.96 267.81 TC CI ~ , ( ) f ~ I - - 1, ~ _ ~ ~ 3
11-12 24" RCP 40 1.2% ~ ~ ~ r ` ss r - C - 270.95' / 1 R dE-4V"RETAINING WALII • ~ ~ ` ~ 1 R ~ NEW P~INATE-6RAINAGE TOP OF WALL V S ~v ~s~ v v i 3
12 258.56 258.36 267.7 TC C ~ .4 R / \ R~ ( ) ~ , 15 I \ EASEMENT (TYP.) ~ ~ ~ ~ ; `r ~ ~ ~
P 12-13 24" RCP 168 1.5% \ ~ _ - 6" , . ~ - - ~ - ~ DRAINAG EMENT ` 1 ~ ~ ,
13 255.84 255.64 267.2t(TC) CI ~ ~o " _ ~ ~ _ 1 •
- A 1.5 .,,,232 0 ~s. 14 257,33 262.Ot(TC) CI ~ " 2 ~ 271.0 s7t5~ ~1 ~ '~c V c \ 1, ,o / i~~~?' ~1` I ~ ~ i NEW CL. B EROSION
14-15 15" RCP 39 1.07. ti ~ 1'`;~ ~ ~ I l \ / ~ ~~p U ry ~ i I' ~ 4 ~t~. 1 ~~r'l 7 ~ ~ _ ~ i--_ /1j , A ~ li , ~ - ~v A r t ~ ~ ~ CONTROL STONE APRON
15 256.94 256.74 262.Ot(TC) CI ~ ~ ~ , ~ ~ ,27 • ~ ~ ~ ~ ~ I ; ; ~o _ . ~ , I i o MIN. 32'L 2 5 r ~ r
~ ~ 15-16 15" RCP 59 1.0% ~ , ~ I ~ ~ ' ,~'~~A ~ ~ ~ r' ON GEOTEXTILE FABRIC 6 ~ ,
~ \ ~ / ~ i ' f ` ~ \ ~ - ` ~ I X70.54 16 256.15 255.95 265.Ot(TC) CI , \ ~ ~ , ~ , 26883 I ' I ; X70.54 ~ PROPOSED •LP 2 4 ,4 ~ ; 42 RCP WET POND ~
`..A~ ; ' 1 I . ~ ~ 16-17 15" RCP 33 1.0% o ~ ~ I I I ~ ~ aD I~ ' o . ~ - - l \ S~' ~m i " ~ LOR so 1.0 \ WO ~OOD HAZARD SOILS I i i 4. ~ , I W.E. 250.0
~ d 17 255.62 255.42 263.01 JB/MH ~ ~ i i ; I , ~ _ - • d'~ + p ` , ? RCr? f%'~~~,/fr~~:rr%~r r ;rr;, „rrr tI~ \ ~ BM 19BB, PG 1363 \ ~ ~ ~ o~ b b 48° RCP ~ ''~/i \ ~ (TYP.r~A. SID :'y:+~"`
18 255.23 259.5t(TC) CI ~ ~ ~ ~o I ~ ~ ~ ~ ~ ~ ' I, ! ~ ~ ~ " ~ v 1 ( ~ \ A I ~ ~ 271.92 l 271.92 271, f~-, ~ r r A ~ ~ ~ ~ I ~,,i...,
18-19 15 RCP 67 1.0% \ ~ ~ ~ \ i~ ~ ~ i " I ~ I I 272.0 ~ - - ~ A I"~ ~ ~ _ ~ I~i~ i ,I ~ .272.0 271.9 . - t iii ~ ~ ~ 4 ~ r~ ~ ¦ 271.5 ~ l .0 271.92 / et 272
7 5 2 1. 261.9f TC CI I ~ \ ~ , 4.6 254.36 ~ 19 25 5 ) ( ~ , ~ ~ t ~ 271.5 , \ 271.5 272.01 ' ~ .0 0 ~ ~ 4.2 ' ~ ~ A ~ 27~~t.5 272.0 2695 ~ ~i A BERM 5 ~ ~ r ri,, A A ~ ~ ~ ~ 5'0 I +
19-20 15" RCP 184 1.09 _ ~ _ `tip ~I~ i' ~ ' I' ~ , ' ~ i \ \ f I 267. ~ ip 38" RCP ~ ~ ~ ` 4
20 252.52 252.32 ( ) ` ~ r s; `t ; I ~ I I / 261.31 TC CI ~ ~ ~ ~ ~ - I ~ S' i I I ~ P r~i . o ~ S~ ° ~ ~ ~ ~ 1 A i \ ~ 1 1 +I ? j 26 .5 A 4 %ir \ \ ~ 60" RCP \ ~ ~ 14 4 11Ylili~y~
- 1 15" RCP 183 1.09 ~ V~~ ' / ~ ~ ~ i. 1 + ~ , \ ~ ~ ~ 27:.33 'i ~ 4 ~ ~ ~AR~ ~i
~ ~ 1 ~ ~ i 21 250.49 250.29 261.6t(TC) CI ~ r ; / ~ - \ ~ ~ I O ~ ~ ~ ~Y '7 t i ~ . ~ ~ A~ 21.92 ~ I ~~i
i ~ ~i~' 'I 271.E \ ~ i i 17-22 15" RCP 233 1.5% ~ ~ ~ ; i r ~ 1 ~ , + ' i , ~ ! , 22.0 4 I ~ rr I ~ BERtrI: 249.0 'ii ~ \ ~(NH 0 Lxl~. ~2~Ij) ~ Q
18" RCP 10 1.0% ~ ~ ~ ' ' ~ 271.2 , I f 21-22 ~ ~ ~ ' ~ ~ 1 ~ I ; 271.8 ~ j + A ~ i ` ~ 0% ~ 1 ~ ~ 01~` XTILE~,FABR~IC I ~ i ~ , I , , 2~ ~ ~
22 (17) 251.93 250.00 261.5t(TC) DBL CI ~ ! ; ; , ~ ~ I ~ I , I I ~ ~ i j 27 .66 ~ 272.0 I I ~ ~ I i ~I ! i ~ I i ~V ~ ~ ~ ' ~ A V~\ i' 1 ~ \ ri \ ` ~ , 1. • ~ ~ ~ ti '
(21) 250.20 ~ ~ , I I i ~ A rr~ G~ \ • ~ 1 271 s y ~ rr i V ~ ~ 9 CI N~ L~ r ~ + ~ / r-~ V .r. ~ EL SPREAD ~i CQ~..a~ ~ ~J
13-23 24" RCP 115 4.0% , ~ ~ ~ ~ / j r ~ . ' I ~ 271.8 ~ i 'I ~i I ~ 1 I ~ ~ . i , ',j.; 71.5- _ •11`~t 'i ~ i i ? 27162 I ~ ~ 4 1 \ , \ -y""NEW LEV ~ Np t \ ~
22-23 24" RCP 125 1.07. ~ A r. o/ I ~ ~ ( ~ ~ ~ I i ~ ` ''I N li f ~ t ~ ~i ~ ~ \ 1 i 48 yr ' ~ ~ ~ V' . ` , . 6~ ~ ~ r, ~ ~ V
23 (13) 251.00 248.50 262.61 JB/MH ~ A / I 1 , ~~'i~ ~ A , ! 1 i ~ ~ ~ f 27 A ~ i~ 1 I I . 4 ~ ~ ~ - Q J..
(..2) 248.70 ~ ~ \ o , 5 s2 271.92. \ ~i ~ I , ~ ; I ; I " ~ v ~ ea ~ / ,.l. i v2.o ~ti ~u I I, I~ 14 ~ ~ / rv ~ /rr till , ~
23-23A 30 RCP 55 1.5% ~ A ~ ~ ~ ~ 1 i I ~ i I / ~ ~ i ' ~'I , : ` s I f ~ ~ / i , i I ~ li'I I~'~I it I , ' ~ j~;r ~ , • NEW CL B EROSI N ` fi 592 ~ SUPERCEN~ ~ i ~ N A,RON P j CONTROLS E
23A 247.68 247.48 262.4t(TC) CI ` s ~ ~ ' ~ ~ ~ I ~ ~ A ` ~ i I I ~ ~ ~ ~ ~ 1 I ~ 4 1 t I f 4 1 xxx.00 ,/i/%r ~ 'i 1 jri~,%~ ~~N. ~ ~ \ (MIN. 21'Lx12 x22'TH)
A-24 30 RCP 120 1.59 ~ ~ V ~ ~ ~ i I 1 , ! ; ( r ; { 23 ~ ~ ~ 15'RCP ~a~, '~,1i.1 I ~ i 1 ~ , , ~ ~ A V I' ~ ~i i~,il, i I! I lUj rr,/ t.~ ' ~ ' ~Ji t~ - ~t I a ~ r ~ ~ ON GEOTEXTI ,FABRIC ~ \ ,
24 23A 245,68 243.82 256.01 JB/MH ~ / I t, i I ' I~h - .g ~ 1 I ~ I ! , , 1 ~ ~ ~ ~ ~ ( ) ~ ~ \ i ~ ~ ~ I I ~ ~ ~ . 1 , , I . ~ ; E 203,942 ~ S.F. o , i I ; 4 I ~ ~ ~ ~
\ 1 o , I 272.0 ~ ~ NEW RETAINING WALL ~ I ' I i I' I i t ! i P f - ~ r r 12' RC ~ f t I ; ~ ~ F.F.E. - 22,0 ~ ~ ,,;ii,,,ti~ , _ - ~ 1 I I ; ( , i ~ 1 ~4 271.6 ~ ! ~ nii;,riirrr - ~ 12 RCP v ~ ~ ~
24-25 30" RCP 91 2.09 ~ ~ ~ ~ ` ~ TOP OF ALL VAdIES ~ I I ~ ' 1 i ~ ~ , ~ i I I ! ~ I ~ 1 i 27 ~ ~ i , I ~ ~ M I 1 ~ , ~1 271.92 r Q ~N'irr ~%I 1 ~ ~ ~
FES ~ i ~ 25 243.78 r i , :i 1 ~ ~ 'I " ~ ~ . 1 ' . 'i ; 'I I I ' ~ , ,.,:%ir/ ~ . ~ WET POND ~1 ~a ' ~ ,,;rirr,rrrrr ; ~ . ..'C~.,: ~ ,,~y ; 42" ~,cP W.E. 247.3 gyp, ~
25A (2~ 247.3 242.33 249.8 JB ~ ~ ~ ; \ ; 'I ~ ' 1 ~ 1 ' ; ~ ~ V ~ ~ ~ i ~ i ~ Q ~ 272.0 I i ~ I ~ ' r { t rid ,ii DI ~ ' i ~ - / r 1: rail/r , ~ ~ 7 _ . - 1 / / r i/~i - ~ I I ~ I ~j/i I ~ /irir ri 4 ~ \ h e ro>z, d,
5 2" ~ I 7 p ii I - 1 RCP 66 0.59 ~ ;1~ 25A 2 ~ ~ ~ ~ 1 2 2 , ; I ~ , ~ s ~ ~ so; i. {.~i ; ~ ~ A ~ ~j ; "6~RM: 246.3 ';r ~ NEW CL. ~B EROSION
PIPE END r 24 i I ~ I ~ I i 258 242.00 ~ ' ~ ~ ~ ~ w 'I , I ' ~ ~ , ~ r 'I I ~ ~ ~ _ ~~~r ~ w CONTROL STONE APRON u~ ~ ~ ~I ! / ~ 1 N CL B Eh2OSI0N ~ e~ r~ ~.l/;--~~' ' ~ ~%/r~r.,.ir~„~,;,~ ~~i,' ~ \ \ x "TH
25C 242.00 250.31 (TS) RTWI ' ~ ~ ~ ~ ~l ~ 1 , , , I ~ ~ , i ~ I ~ 1, ! ~ ~ I~t~~ j~ 'I " ~ i~ ' ~ t ~ 27 .0 i ~ j r I I , ~ i I ~ , I,~, ! i ~ ~ ~ .r \ MIN. 20'Lx7.5 W 22 ) ~ 1 CO TROL ST©NE APRON , ~ , . _ ;~,ir~ , (
25C-25 42 RCP 22 0.57. ~ \ ~ I I ; I / ~ , , , , ~ , i I' + (MI . 32'Lxt~1'Wx22"TH) ;~r? ' iy;:r'%r ~ ~ - \L~ r ~ ON GEOTEXTILE FABRIC , i \ ~ M l ,ii V ~ ~ + 4 ~ y, . ,ir . , ri 1 + ON GEOTEXl'ILE FABRIC 1 - ;r- /
25D 241.89 ENDWALL ~ ~ ~ \ ~ , I , ~ ~ ~ ~ I . ; I R ~ ~ ~ I ' ~ ~ ~ ~ , ~ ' I , I ~ ~ o ~ - ri / - I ~ ~ ~ " BERM 250.8
26 15" 279.06 278.86 296.01 JB MH ~ ~ i i ~ , j ~ , f ~ ~ I ~ ~ ~INII' T u ~ I ~ I 1 4 ~ N 272.0 / .~`'f( SS ~/i ~ r~ ~ \ ~ \
(42")279.50 ~ ~ ~ _ I ; ~ ~ I I' ,i 271 J~ r 7 .0 ` "i ~ ~ , ~ ~ _y j~ ~ ii2, I , r ( ~ ~ ~ ~ + i ~ ~ ~ t ~ i r., . ,•~i~r,' . RCk~ ~ \ NEVI RETAINING `NALL',~'
27 280.30 288.31 RTCB ~ ~ ~ ~ 72.0 ' o~ ' ~ ' i ~ i i 'I i „ } ~t PP A- I 1 ~ p~W ~ ~ I I I ~ I ~ ~i i 2 ,2 i ~ ~ ~ 'J h'l 272.0 ~ , r , ~ ' !i~~IJ 3 4s ~ ~ ~ ~ TOP OF WALL VARIES 1
26-27A 42" RCP 172 2.09 ~ t ~ .1 1 1 GUY ~ , 271.x,6 ~ ~ ~ ~ ; i u2r.i_ 272.0 4 I ' ~ ~~r t ~ ~ ~ ~ ~ ~
D 27-27A 15" RCP 23 10.09 l ~ ~ , i, t ~ l ; ; ! Ili 271.75 ~~,,272.0 272.+ ~ 10 ~ `,,~Ib,il c ~ W
7A 26 275.42 271.40 283.01 CB ~ l r, ~ ` - ~ - ~ 1 / , 2 _ rn , I \ 27.7 ~ , ~ ~ Z ~ ~ t ~G' m g - _ Q ~ ~ h ea. ~ - ~ W
(27) 278.00 ~ I ~ c~ tl 1. ~ y i ~ 283.Of RTCB ~ ~ i ~ ~ ~ ' ~ ~ 271.85 ; 2~}: ~ I ' I 2664 U 261.1' g 15' ~~k"~~~. ~ ~d Pit ~ ~ U
28 271.24 ~ ~ ~ ~ _ ~ 1 ~ I 1 271.7. 75.93 279.71 TC CI ~ I l - \ I ~ ~ Y ~ ' ~ ' 1 271.7 D~AIN NP.) 271.'11 r ~ , ~ \ , Z _ , i~ ~ ~I ~ i W W Z ~ 0 263.3 1 x ~ ~
_ _ - - + .4 I 27LA5 1 27 .75 48'~RCP i l 4i , M ~263.;i ' ~ i ~ S~E 2626 / ~ ~ ~ ~ 1 ~ t~l, t5 ~ i I~ ~ - ~ W
29-30 15" RCP 53 1.09 ~ ~ ~ 1 ' , _ ~'i _ _ _ _ I \ ~ r - - - _ ~ 6 8 ~ O Z 0 ~ \ 42 ~ A Q V m 270.4 RCP 63.5 ~ ~ ~ ~ \ V U W ~ ~ t ~ ~ ~ ~ /
30 275.40 275.20 279.81 TC) CI ~ ~ ~ ~ _ _ ~ ~ ~ \ ~ _ _ ~ I I ~ - - _ , 270.3 - 30-31 15" RCP 24 1.07. I ~ ~ _ _ - ~ ` - _ Y ~tp~E - 2~p.22 ` 1 ~ V ~ 1 ~ I ~V~ i 263.5 / ~ ` V Z W 2~p.~2 ~ j ~ ~A _ 262.75 .RR~PD$ X162.68 ~`~a„ ~ d.
4.76 285,51 APRON RTCB i I~ I , \ )t _ _ _ ~ ~ 7 P " ' J 31 274.96 27 ( ) ~ I ~ ~ ; l I 265.0 e - 270.22 ~ r W ~ W ~
31-32 15" RCP 66 4.49 I ~ ~ II _ A ~ ~ ° • ? a '0 i FFE'` ~ 263.5 \ _ PROPOSED ~ _ ~ J ~ , o- g s ~ ~ m WZ
~ I I ~ - ~ I 32 271.86 271.66 275.8t(TC) CI ~ I I ~ - - ~ ~ i ~ i • / ~ ~ a8" RCP '1r ? OFFICE, ~ 3 ~ I o i ~ 4 FF s 1 - ~ Z~ ~ 10 , ~ 1 r , ; ~ ~ B+ ® 263.5 ~ i E 263.5 \ ~ W J \ N ~ 39 i ~ v!
~ I ~ 15" RCP ~ o , 27A-33 48" RCP 128 2.07. - - ~ P -0 ' ~ • RCR, O I "1 R 262.34 / ~ 263.0 ~ \ ~ ~ Q~ ~ i ~ I ~ ~ ~ a 263.9 ~ U - 1 ~ \ / r 262.64 ~ ~ W W V ; P ~ 1 , , ; r l ~ - - 262.88 ~ io T
28-33 15" RCP 60 4.09 _ i ,r ~ 41 , ~ i \ ! 4 ~ p , ~ I ~ 62.68 \ 262.6 ~ \ Z
i _ - 9 1 A , 32-33 18" RCP 146 1.09 ~ i ~ I 1 _ s e • - / I ~ ~ i I ~ 4 ~ ~ ~ ~ . ~ 0
33 (27A)268.84 268.64 275.8t(TC) CI ~ I I, 11 li °i 6.5 1 ~ 1 - I / u ^8ry ~ 1 P I ~ l4 ~ ~ _ a b? 6 262.64 / Z i k R~ " ~ ~r . 1 ~1~ 262.84 / 262.84 ''ti',; ; ~
i 15 &6f'' 48" RCP (28) 268.84 Q ~ ~ 1 ~l a ~ ~ ~ ~ ' " ~ ~ 48" RCP r ?ht I i ! ` ~ - ~ ~ 262.48 ~ 262.46 / ~ ~ ~
I I I I - - _ - , ' I I ~ ~ (32) 270.20 - - ~ I I i I _ - _ - _ ~a ~ 8' RCP , ~ MAN ) ~ I 1 ' ; t ~ i m s3 9 R,;c' ~ 15' RCP ~ ~ ~ A
34 266.63 270.5t(TC) CI ~ti I I _ - ` _ ~ - ~ ~ ` ~ ~ ` ~ ~ ~ I ; I ' r ~ 260.98 { \ 4 ~ 3 0 ~ ~ ~'i 1~ B 61.47 p \
i ~ n 33-35 48" RCP 263 2.59 ~ I ~ ~ I ~ ~ ~ ~ ~ - - - 26lp.t I I r ~ J ~ / LL ' 26.1 ~ r I r ~ : ~ ,l a 4 261.,Y o ( ~
I ~ W 41 ~ ~ ~ I 34-35 15" RCP 123 2.59 ' I I I sa ~ ~ 1 ' I /l ~ ) ~ ~ ~ / ~ i , 21 \
35 33 262.07 260.28 268.6f(TC) DBL CI ( I II ~ I ~ ' - ' `16 _ ~ ~ I I / ~ / ~ /mow ~ ~ - f , r i
E (34) 263.85 ~ IG I ; P 3' 15 r ~ - - - , I p i 1 15' RC ~Op ,y i
- 48" RCP 18 1.27. ~ ~ I ~ ~ ~ ~ I 35 36 ~ ~ I - i
,II ~ ~ ~ ~ i . I as Q 268.61 TC DBL CI - ~ ~ I ~ G ~ ~ ; ~ l . 36 260.06 259.90 ( ) _ ~ I I I NEW RETAINING W ~ " ~ l ~ ~ ~ ~
36-37 48" RCP 245 1.2% ~ ~ VA~~/ I I TOP OF WALL IE - ~ / , ~ j
268.91 TC DBL CI BENCH MARK I A I i I ~ f i ~ / 1 ~ r 37 256.92 256.72 ( ) - if 7fi. ~ ~ c!1 24" RCP ;'I ~ i i ~
37-38 54" RCP 130 1.09 FlRE HYDRANT I I/ ~ ~ I _ ~ ~ ~l l ~ /;~I !1 / / r / 1, ~ w o 1
TOP PAINTED FLANGE BOLT ~ I\ } , `Y ~ ~ 38 255.42 (39) 255.22 268.31 DBL JB ELEV=297.53 I ~ / ~ I ~ ~ _ , ~ , ~ ~ ~ ` : % ~ ~ ~ , l• : •
gp~R (NEW BENCHMARK WILL NEED > > A I _ ~ I q - ~ i (42) 255.22 ( TO BE ESTABLISHED II I I ~ ~ - _ _ ~ ~ \ 75.7 ~ _ - . ~ - ' ~ f 1 ? ~ i- ~ ~ p3 ~ j ~ h`,
v I VI ~ . _ A - - ~._i-• i J ~ . 38-39 42" RCP 75 5.0% I I \ I _ ' ~ • _ _ ~ ~ n ~ / ~ ~ Ili I I / 'l \ _ I /
39 251.47 247.87 266.31 JB I < \ _ - - - ~ , \ ~ 1 - - ~ ' ~ I~ I _ ~ ~ ~ /,'l," l - ,
_ Y - ~ VAS ~ ( i- r ~ _.~/~i 48" RCP 47 1 A% ~ ~ I ~ ~ • _ ~ _ - 39-40 I I y ~ \ I ~r i ~ A 273.5 _.-,2~~
40 247.40 ENDWALL ~ ~I i \ . I - _ ~ ~ ~ _ _ Ili I I 1 - ~ ~ ' o _ i,- / A I ~
1 . ~R P % X i l I' ~ R" C ~ i _ 41 260.96 265.2f(TC) D L CI ~ I 2 9 ~ - - ~
,f~ ~ ~:9a --J -.rte-... ( ~ ! I
38-42 48" RCP 64 1.0% rte- - i r I 41 I l l I + .I 4 RCP 1 ~41-42 18" RCP 129 3.0% I • 8 7 V 15" .RCP i - 269.4 .3 263.1 \ f i
1. ({CP \ 1 xxx.00 BY REVISIONS
42 38 254.58 254.38 268.71 JB/MH CH - Ik - - - - 1 \ w , -V 14 APR 2003
(41) 257.09
-43 4^0" RCP 32 1.0% 27 " RCjt2 4 - m- (DESIGN CIVIL) - 18" R s 4" RCr7 2 116 RCP06JUN 03
43 254.06 253.86 269.4±(TC) Cl E 43-44 48" RCP 105 1.0% 2634 ' 6.34
- - (DWQ REVIEW) f
r~ 44 252.61 252.61 270.3± MH 1 1 j I + I _ - 274 2", 270.5 ~0 -
~ 44-45 48" RCP 105 1.0% 15" RCP 1 + t 1.46 0 ? , 15" RCP 3 - RCP PROPOMS i
F ! I 8" RCP-~ I 45 251.56 251.36 268.5±(TC) CI 1 RETAIL 2167.0 18" RCP `-RETA~ ~ • ° , ~ cS, ~ ~ 276.4-- FdE = 2~7-0 270.92 270.4 ~FFE = 267.0:
M 45-46 48" RCP 100 1.0% 0 Q~ I t , I! I j 84 7 271.04
46 250.36 250.16 268.8±(TC) Cl REFER TO SH=-8.5 FOR I MPROVE( 47 262.43 265.9±(TC) CI NEW HOPE Ra I - 276.84 270.7 271 c / );xx.00'j I v I 15" RCP
PROPOSED ° PROPOSED 1 i
266.48 283.0± CB I A e 49 - I NEW RETAINtt4G V~/iLL _ - ' o RETAIL 2 .34 I~ETAII.
49-50 24" RCP 52 3.0% F -Tur OF WALL VARIES FFE = 277.0 FFE t 267.0 eo- a 27 .98 a 266.1 267.
I I 50 264.92 264.72 269.5±(TC) DBL Cl 70.9 - 00 e AIL
51 268.00 272.0±(TC) Cl TRACT ID tJEW RETAINING WALL FFE 271.7 270.5 m - ALL `PROPOSED 271.06 266.34 I RROF3L I 664xxx.00
50-52 30" RCP 97 1.0% - - TOP W. WALL VARIES 21ES 277.0 " RETAIL 5.7 RETAL 9~9 -11 FFE 277.0 FFE 267.01 00 1 xxx.00 D
51-52 15" RCP 25 9.0%
52 (50) 263.75 263.55 270.4±(TC) CI 8 ao 94 276.8 267.0!
(51) 265.75 I (5) 265 5 I sr) U 30 RCP 120 1.0% _ n RC 27 266.84
52-53 \ 84 N 266.56 278 7 ) ) ) - I - - ` - - -
I 53 262.35 262.15 269.8±(TC) CI ~ ~ I '71 - _ - - u 54 266.80 270.8±(TC) Cl 98 29 9 9 290 DRAWN - 8d { 79.1 _a OHP&PH P ~ 28
PHMH PP UGFOC _ - GPW PP - dr-
54A 278.00 281.5± CB PP ai \ m ~ _ - - CHECKED
53-55 30" RCP 155 1.0%' - - 0 PHMH T i w w w w w'' W1\ w w JDL q V w w V /
54-55 15" RCP 93 5.0% a e'~ A ~ UbFOCM ; -
54A-55 15 RCP 155 10.0% \ a UGFOCM \ Oy SOUTHERN BELL o FIBER OPTIC CABLE MARKER SY a 1 NORTH DATE 31 MAR 2003
aa Q~ ~o 3 U (54) 262.15 55 (53) 260.60 260.40 270.4±(TC) C C i ! / I i SCALE • i - M
cl. o~ G i 1 601
m_ (54A)262.50 56 262.53 266.3±(TC) CI 0 60 120 180 JOB No. i•
RIBPCW
55-57 36" RCP 239 1.0% \a I \ ti ? REFER TO SHEET C-8.3 AN A v SHEET 8.4 FOR IMPROVEMENTS IN
/ 56-57 15" RCP 80 5.0% EW~ BERN AVE..- U.S. HtGHWAY 64 3 57 (55) 258.01 257.81 269.3±(TC) CI z R° Y SCALE IN FEET HWI 64Y NEW BERN AVENUE
0 (56) 258.53 m - PP
Q 57-58 36" RCP 99 1.0% a - - PP - - - - - - - - - - / ~ I a DD P7-, GRADING PLAN c 3
1 41 U
0 OF SHEETS
L a
i~

3 4 5 6 7 8 9
1 2
~•-a
PROVIDE MANHOLE RING, COVER &
MANHOLE STEPS PER DETAIL
A I~~I
I ~ 15" OPENINGS REFER TO STANDARD RTCB DETAIL 2 ALL 4 SIDES FOR WALL & SLAB CONSTRUCTION
w i,_ - 1 E
8' _-I I - - - 250.3 -TOP OF SLAB e ~ '
Vii- •t • • a' A - ATION FOR 100-YR STORM - 4 . MAX. WATER SURFACE ELEV - - ks 298
- ~ ~ - 250.8 OpE 3• a
_ 250.8 -BERM m 3 I- - ~ n
2.5 - - 3 -li i-'~ 1 - ' - 248.7 -TEMPORARY STORAGE OF 1" RAINFALL EVENT cv 1 - I- E
_ ( 'Ii- ~ i~--- ,i- ~i I 1- ~ $
~ _ ~ _ s I-~ - ~ ~ 247.3 P.W.E. - - 6 -I g --I a . ~ ~ i ~ i- I- ~ - - z c+
~ I-i 1- - - - - - I i-, ~ ~ _ _ 247.3 PERMANENT WATER ELEVATION ~ ~C p ~ O O
I it - - - - - - - I 2.5 _i_- 2.5 --I- I 245.3 -SHELF - _ _ _ - ~
~I -~I _ -i- ~ I I - .d ~ ~ 42 RCP 5'_p" x_ M ~
V ETATED SHELF ~ i--- 242.0 -BOTTOM - ~ - EG - ~ ~ ~ I-- _ - ~_I ' yo o~ COMPACTED STRUCTURAL + A ~Zn~E
TYP. - ~ i I- ~ ) - - ~ , _ - ~ i ~ ~I ~ ~ ~ ~ i- I ~ ~ - - _ - I-' _ I _ I i ~ MATERIAL ~ O
- - - ~I - - - - - ~I~ da w. ; Icy ro ao ao a
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WALL
CONCRETE BASE. MIN. 1' THICK
- ' i- 254.0 -BERM ~NnYnu'~rr4
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_ I 250.0 P.W.E. - I ~ I ~ - I -I' ' s ~0
1 _II
- _ 248.0 - VEI - i I'~ SHELF 248.0 -VEGETATED - I i ~ 1 I I - SHELF i ~ y
_ ~ I I i, PROVIDE MANHOLE RING, COVER & ~L
, i • I ~ 2.5 2.5 - T P PER DETAIL ~4 N R -III MANHOLE S E S rr E p
C I ~ - I-_-
-i I i- - VEGETATED SHELF i _i I i- ~ - I COMPACTED STRI 15" OPENINGS REFER TO STANDARD RTCB DETAIL OMPACTED STRUCTURAL ALL 4 SIDES FOR WALL & SLAB CONSTRUCTION
TYP -i ~ -i ~ MATERIAL ~ ) - , - _ IATERIAL ` E
_I I 242.0 BOTTOM - ~ ~ I . ~ a , . - - - 253.8 -TOP OF SLAB
~I li-i~ I~=I• -'I- _-1 i--~ -I ~-i - ~ - i i -I M qk S - 253.2 -MAX. WATER SURFACE ELEVATION FOR 100-YR STORM
~i - I~- ,~I-I - ~i- II-1~ ~i ~Op F 3, L
, ~ i,-I i I-- I--- ; I----I, ~ ~i ~ ~ . ~
- Y STORAGE OF 1" RAINFALL EVENT - 252.17 TEMPORAR
ROUGH POND 2 SECTION TH
Q °
NOT TO SCALE - 250.0 -PERMANENT WATER ELEVATION - - -
d 42" RCP 7'-0"
(60" RCP FOR #66) • a +
MANHOLE LID e da
..a
254.2 -TOP OF BERM •
253.2 -TOP d d ~
I M~4k S cope e 4 e + ~ ~J
3, ~ 3" PVC DRAWDOWN PIPE. ° ° a a e' d • e le ad
I, EXTEND 6" BELOW PERMANENT TYPICAL W 1 MIN. ( ) (n
D WATER ELEV. 2 Z F-
250.0 -P.W.E. Q ~ 8" DI PIPE 0 W
MAx SLOPE 6: ANCHOR BASE SECURELY d; ~ W VALVE ASSEMBLY U d / POND BOTTOM ~ W
1 TO WALLS I Z I I ~ 242.0 ~ W W ZZ ~ ~ ~ 3~
= W 242.0 (#66) ~ O
Z Q ~m ~ ~ 242.36 (~65) W +II ~
U w3
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_ --0. a a ~.y--- •d M . ~d-' ' ~ ` ° -ANCHOR BASE SECURELY W a1 W W=
' d' + . TO WALLS m W
W W
1.0' Z = 42.0 -BOTTOM CONCRETE BASE. MIN. 1' THICK Z 2 W
Z O
W ~
I H ASIN 65&66 I TOP CATC B RASED 0 J ~
Q
- RAW-DOWN BOX N BOX 63 D JUNCTIO
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E
MANHOLE LID
- 250.8 -TOP OF BERM
M 249.8 -TOP ~ S~
Ope 3.
2" PVC DRAWDOWN PIPE.
FXTFNfI 6" BELOW PERMANENT
WATER ELEV. maw
247.3 - P.W.E.-
MAX SLOPE 6:1
REVISIONS BY
SKO
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07 242.0 - BOTTOM
00
JUNCTION BOX 25A (DRAW-DOWN BOX
NOT TO SCALE
DRAWN SKO
CHECKED
RPH
ATE
06 JUN 03D (DWQ REVIEW)
SCALE
G
JOB No.
RBPCW SHEET
STORM DRAINAGE & EROSION C-3.5
CONTROL DETAILS

1 2 3 4 5 6 7
8
STORM DRAINAGE STRUCTURE SCHEDULE 9 \ ;
MARK INV IN INV QUT SIZE LENGTH SLOPE TOP ELEV REMARKS MARK INV IN INV OUT SIZE LENGTH SLOPE TOP EIEV REMARKS MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS ~ 2b0 \ \ 1 ~ \ \ \
NEUSE BASIN NOTE c~> c%~ can c%~ _ can cz) ASIN NOTE \ \ ' i
1 275.0 278.01 RTCB 58 (57) 256.82 256.62 270.1 t JB/MH 63 (3") 250.00 245.31 253.2 JB THIS PROPERTY IS VESTED F rr I ~ vv y v I ~ S VESTED FROM THE \ \ \ ~ + 1 \
- REQUIREMENTS OF THE NEUS 1-2 15 RCP 22 3.07 63-64 12 RCP 162 0.57 RULES AS INDICATED IN THE ~ OF THE NEUSE BUFFER •1 \ y EXIST. WETLANDS ~ \ ~ ~ 1 )ICATED IN THE VESTED (TYP.) ~ ~ \ ~ \
2 274.33 274.13 278.1t(TC) CI 58-59 42" RCP 97 1.OX 64 244.50 PIPE END RIGHTS LETTER FROM NCDENI R FROM NCDENR DATED ~ • ~ ~ 1 ~ ~ \ \
FEBRUARY 14, 2003. 2-3 18" RCP 46 1.07. 59 255.65 255.45 270.9t(TC} CI 65 241.56 253.8 (TS) RTWI 2003. v ~ ~ y ~ \ ' V ~~V v ' ~ \ 1 \ ! ~
h 3 273.67 273.47 278.5t(TC) CI 59-60 42" RCP 140 1.OX 65-66 42' RCP 8 2.07 \ \ \ \ \ \ ~ \
3-4 i8' kGr 38 ;.SZ dG ~5*.~5 X53.85 ~iC.3s'•~, dd ~~+;.2G YS.;.d i 3j k1lMl ~ \ ~ ~ 1 1 A _1 ~ I A + \ V ~
4 272.90 272.70 276.4t(TC) CI 46-61 48" RCP 140 1.09: 66-67 60" RCP 34 1.03: ' I o C \ ~ rti I 1
4-5 18" RCP 70 1.15% 47-61 15" RCP 66 3.OX 67 240.86 ENDWALL 0 V v. . ~
5 271.90 271.70 275.51 JB/MH 60-61 42" RCP 244 1.07 I ~ \ ~ ~ / i r o I y
6 271.5 275.01 CB 61 (46) 248.76 242.80 266.9t(TC) CI ~ I i _ ~ I , ~ { \ I I ~ v A ~ ~ ` \ I l 1 ~ S 1
~ t 6-6A 15" RCP 133 3.25% (47) 260.45 ` \ • ~ ~ ~ I ! ~ y o , r ~ w
VA AV ~y~l ~/I ( 5-7 18" RCP 147 3.07 (60) 251.41 \ \ \ \ ~ / ~ l ! ' / ~ A FER TO SHEET C-8.1 AND I I ~ ~ ~ ~ A / r,~;. ` ~ A i~~• ~ / / / 1 r
6A-7 15" RCP 90 1.07 \ ~ I ' 7 _ ~ ~ 2 FOR IMPROVEMENTS IN ~ ~ V ~ \ A ~ 1 ~ ~ / / / / - - / ~ , V 1 r ; v , / , / NEW PRIVATE
\ _ i 7 (5) 267.28 265.88 271.4(TC) DI 61-62 48" RCP 33 1.OR \ \ \ \ \ \ ` , ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - / i RPORATION PARKWAY / I \ A v~ V ~~l ~ v v v l l DRAINAGE EAS MENT ~ J \ / / I 1 V V A~.~~ N
6A 266.08 62 242.47 ENDWALL \ \ \ \ \ c, - _ i 1 ( ) \ ~ \ \ v • ~ ~ ~ _ PRf'dAi~E BRANJA6E-..--- ~ 1 { 1 ~ / _ ~ - ~ 1 \ I / , m
\ V ~ . ~ ~ ~ ~ r., 8 261.5 265.01 CB ~ ~ . ~ ~ - , _ M ~ TY • r~l s / - --'~I I ~ \ ~ _ \ / j 1 N
8-9 15" RCP 117 1.09 - _L ~c y ~ M..~ E
9 260.33 260.13 265.51 .,8 - _ _ _
7-10 18" RCP 191 3.37 \ ~ I ~ ~ i r_'~' ~ P I ~ ~ r _ ~ z~ _ _ -->a~-~ - - r ~ i ; ~ ~ ~ 1 / 2ao / ~ O ~
9-10 15" RCP 70 1.07 \ \ I I I _ - _ - _ C--, - -
10 (7) 259.58 259.23 267.Bt(TC) CI \ ~ ` ~ j ~ ~ . - _ - - ~ ~ t5` ROP I 54' / ~ ~ / x
I i ` ~ 2BO 5" RC \ \ 1 (9) 259.43 ~ ~ \ 1 \ ~ , \ .i zeo ~ _ _
10-11 24" RCP 7 1.07 ~ \ ~ ~r \ ~ \ ' ~ I ' ~ \ \ \ RGP \ \ \ 1 I
11 259.16 258.96 267.8t(TC) CI ~ \ r v V A A V 1 l 1 ~ ~ -f ~ i ~ ~5~~~ w ~ ss - - +1 ~ ~v m~~~ a
11-12 24" RCP 40 1.27< ~ ~ \ ~ ~ ~ V A S5 _ _ ~ 1 _ ~y II - _ ~ \ \ ao aooi
267.71 TC CI ~ ~ 270.95, / ~I { , • R 12 258.56 258.36 ( ) ~ ` ~ , ~ 5\• R _ ' - ~ / o ~ ~ 15 j~:: ~ RCP ~ r-' - - - \ V i v ~ 1q ~ ~ ! !~5 + ~1E~RETAINING WAL ! ~ ~ ~ f ~ OO + \ \ NEW PJ~IVATE DRAINAGE ~ TOP OF W - i ~ ~ ~ \ m t
12-13 24" RCP 168 1.57 00 ~ ~ \ ~ - ~ ~ ~ / \ ~ 6" P l 59~ ~ 'EASEMENT TYP. - AlL V S ~ ~ I ( , ~ ( ) ~ ~ { ,1 ~ ~ ~ NEW CL B EROSION
13 255.84 255.64 ,267.2t(TC) CI ' \ ~ SL E ~ ~ ~ / / I \ ov \v \ \ i ~ONTROL STONE APRON
14 257,33 262.01 TC CI ~ \ ~ ~ ~ ~ V A e ' I / ~ A\ 2 i .5 ~ ~ ~ ~ ~ ~ ~s, " ~ t ~ ~ 1 ~ ~A ~ ~ ~ 1 a ~ ~ ~ } , _ =.~i" ~ DRAINAG ~ l V I ~ v ~ i~ MIN. ( 32 Lx 12 Wx22"TH 1 s, TRAN . ~ r _--•-.r 5o EMENT / ~ \ l ~ \ ~ 1 ) 1 I ~ I l 1 r, _ _ / ~jh i _ _ ; . 1 \ ~ ~b~ GEOTEXTILE FABRIC
14-15 15 RCP 39 1.07 \ ~ ~ \ \ + ' ~ti \ ` ' I i V ~ ~ / V A ~ , 1~ ~ A ~ ~ i ~ ` I { { ~,o PHB~/ i ~:-~i ~ ,-.,r. it i i / l 1 V \ \ V ~
15 256.94 256.74 262.Of(TC) CI \ a \ 27 .8 \ ~ 2ea i ! 1 1 1 l l i ~0 / ~ A~~ i A\ ~ A\~~.~ VA A ~ I
_ il~ ~ v ti v ~I l l' ~ 15-16 15" RCP 59 1.07> ~ \ ~ ; - ~ ,m \ ~i \ ~ A ~ ~1 j I ; ~ - s . \ \ ~ j I I \ \ \ \ } \ LNE ENBANKMENT IVITti- ~ ~ \ 1 ~ ~ 1 CLASS 1 RIP RAP MIN 22
16 256.15 255.95 265.4t(TC) CI \ \ ~ ~ ( v , ~ i I ~ 70.54 i I I 70.54 264 ~ 6 \ - \ \ • ~ . l~ ~ I \ \ ~ \ I ~ 'R ; ~ 1v ~ s I y V { THICK) ON GEOTEXTILE
\.A\ \ ~ ~V 1' 263 I, ~ i6-17 15" RCP 33 1.07 \ \ ~ i I i , a~ ~ c..~~---~ \ A ~ ~ o o \ _ v ~ + sa 42 RCP ~ ~v A ~ • I A i, ~ ~ ~ FABRIC T \ , 0 ELEVATION 246.0
17 255.62 255.42 263.Of JB/MH t x~ \ ~i \ ~ I ~ ~ ~ i!II! ~ ~ I- ~ \ \ a I _ I- ~ a\ \ 1 ~ ~ V ~~LP
18 255.23 259,St(TC) CI \ \ V .v y 1 ~ ~ Q 90--.~. ~ ~ ~ ~ - ~ i { \ .o + ~ 42. Rip I ~ ~ \ ~ \ ! WO FLOOD HAZARD I ~ \ \ \ SOILS
18-19 15" RCP 67 1.07 \ 1 I ~ / \ { j I ~ I 271.92 ~ ~ ~ ~ III I1 - ~ ti..i 11 1111 I ! a w ~ \ 1 \ \ BM 1988, PG 1363 271.92 ~ ~ RCP III 272.0 } 271. \ - - . _ , ~ \ \ \ \ (TYP. EA. SIDE)
19 254.56 254.36 261.9t(TC) CI ~A , V l I ~ ~ l I 1272.0 , ~ ~ i i A ~ ' ; i i { i I 271.5 i I I 271.5 ti, 272.0 \ ~ ` 271.92 1 l ? o ~ ~ ' \ \ ~ \ \ \ / 271.5 271.5 - 6 ) \ • \ ,
19-20 15" RCP 184 1.07 _ ~ \ 1 I I , ~ o \ ~ ~ I { 1 III 1 { l I I 1 I ! t i \ 1 272.0 27 .5 l 271.x2 ~ , m \ ~ ' a, \ l Ill { t` ; \ ; I ~ 272.o zsss v p v ~ v
20 252.52 252.32 261.3t(TC) CI ~ \ ~ 1 ~ , { i / A V i 1, III , ~ I I 1 A\ 1 1 I ~ QQ V il{ III} l l l i I I{} I I l i I 1\ j i, I 267.8 ~ p ~ v \ \ ~ ' BERM - 254.3
20-21 15" RCP 183 1.07 \ ~ qy, V ~ 1 i • { I 1 1 ~ \ I I { { i j { I I I• ~ l,il I! I ! I 1`' ' i p ~ ~ \ ~ v v '~v v \ I I I ! A I / ~ ~ 269.5 \ A 1 38" RCP \ \ ~ ~ o
21 250.49 250.29 261,6t(TC) CI Gt V ~ ! I ~ ~ ~ j I I ~ / { V ~ ~ ~ i I IIII I { ~ / ~ V 1 ~ i I I I \ \ o \ l 11 ~ r ~ i / ~ 27,1.33 ~ : V l ~ ~ ~ ~ } V 1 i I ~ ~ VA r \ ~ ~ 60" RCP \v vv t ` ~ 44~41f~~1iY
17-22 15" RCP 233 1,57 ~ MAX.,SCOPE ON j 271,5 ~ I , . i I ~ v A II, i~Ii l? I I i I I i 1 2~t.92 47 A v NEW y~4 ~~b I \ ~ \ / ~ ~ k ~ \ \ CL. B EROSION s A q
21-22 18" RCP 10 1.07 / IDEWALK 1 I' I i 271.2 V V ~ I I ~ ~ i { ( i III I I I . 27,2.0 v ~ ~ ~coNT t~ G RO(~ I I I _ \ \ ~ ROL STONE APRON Q~
22 17 251.93 250.00 261.Sf(TC) DBL CI 1 ~ ~ ~ I I _ ~ V ~ ~ ( , i f { , I ! J I ' ( ) / 1 t j~lli ~ v y , } I 'll illf l l I ! ! I I ti, I ( \ % BERM: 249.0 l • 1 \ •(MIN. 40'Lx15'Wx22"TH $ 0 ~ III I i l `v v ~ ',1 l v ~ ~ •o~ N l I j \ ~ 'ON GEOTEXTILE FABRIC ~
21 250.20 , ~ ! 27 .ss , 272.0 ~ ~ v 1 I ~ , I ; I I I ~ l ~ \ v ~ I \ ~ ~ v v ~ Q
13-23 24" RCP 115 4.07 V0 / l / f ~I / ~ I ~ ~ ~ 1 ' i i 271.85 ~ ~ / i; 'lli I 1, I i ~ C / / ~ ~ / I ~~I 1 ' ! 1 \ \ \ \ ~ NOTE: REFER T 0 LANDSCAPE { I { I ~ 1 I l 1 1 ~ 271 s \ V 8' DI ~ PLAN FO
22-23 24" RCP 125 1.07. ~ A o f / / l ~ „ I ; ~ 71.5 _ ~ , ! , 1 ! I , I ~I I , ^4• v 262.61 JB MH ~ / ~ / ~ 1~ ~ I ~ ~ V l I ~ 1 I \ R SLOPE 2 32 - ~toPOSED l f t { ~ , , , _ _ ; ee ,G STABILIZATION AT DETENTION • 'L
23 (13) 251.00 248.50 / ~ ~ ! ill ! i 2 1 3 I ~ V 1 1 0 l. ~ I l l~ i I I 1 A ~ ~ ~ ~ 1 ~ <<I A 1 ~ ii ~ I• II I i 1 I , cab \ n \ I WET F?OND 2 1 PONDS AND LEVEL 49(~ \L i I l ~ ~ i ° \ j 0 W.E.1250, a ? 1 -SPREADERS ~4 ~
(22) 248.70 ~ \ a ~ ' 61 / Z \ \ \ i 1 } I I ~ ~ ~ . ! I I ~ ~ z71szv \ V v i~ Ill { III 1 1 1 1 II ~ i 1 ~ 1 1 a ~h~ ~ I ~l I 1 ~ ~ j , i ~ \
23-23A 30" RCP 55 1.57. \ ~ f i X 1 1 1 j ~ / 272.0 \ t~ ~ l l+ l J l j t! 262,781 TC CI ~ , ~ I ~ i ~ ! ~ w~ ~ ~ ~ ~ 1 Il ! ~ ' I I ' ~ ; ! III( ~!l / ~ / ~ `v v.y\ I ~ I l ~ ~ / j LEVEL- ~ f NEW CL. B EROSION
23A 247.68 247.48 ( ) \ V ~ ~ ~ ~ { ~ { ~ ~ V A 1 ~ . , 1 1 ; ~ , I i ) i~ / A ~l I i i~ I i I~i I I , SUPE CET S ~ ~ \ t ~ EADE CO 2 I NTROL STONE AP ~I~I , I~1 ~ I ~ RON
23A-24 30" RCP 120 1.57 \ ~ ~ ~ 15" RCP ~ ~ ~ h ; I ~ I - I I ~ \ i i ~ t i ~ ; i ~ i ~ ~ ~ v III ~ l.~ ~ ;I ; Ilil l,li I.1, 24 (23A)245.68 243.82 256.Of JB/MH I I i _ ~ . I i ~ ~ ~ > > ' ; } / • ~ ~ (MIN. 21'Lx12'Wx22'TH u 'i .1 ) l - li I / fi g GL 6 ~ \ ON GEOTEXTILE F
\ i l i i ~ I I A I t .ll l i l ! I I I I I i~°, ~ \ l ; j / ABRIC I' I I III ~r, 203,942~,S.F. + I ~ Q ~M,. s, j :rho ~ v
~ 10~ i~l , ° 7 I I ~ ii \ NEW RETAINING WALL z 2.0 ~ 1 i ~ I { l ! I ~ { I ~I ~ ~ 24-25 30" RCP 91 2.09. V ~ TOP OF WALL VAf~LES ~ `s I ! l , I I ' i I ? ~ i ~ I { 94 NEW LEVEL S I I ~i ' ~ ~ ~ i ~ ~ r`r ~ ~ ~ ~ e4 1 ~o / 4 ' READER #1 I, ~ .f.E. = 27 . v ~ , ~ 0 r ~ v
25 243.78 FES ~ ~ i i 1 { i 27 ~ { 'I i I j l ~ l i l i i l i l r ,2 0 / III I ~ I v v l I ? ~ / ~ , ~ . ~
~ I III i i I i ;ill II~° I i Il 25A (2") 247.3 243.89 249.8 JB \ \ I ~ I j ; t ~ ~ l i , { ! l l i i ~ iili 11~ 1 l , I 1 271.6 / / i• 12'RCP / f- , ~ I I II I I } ' + l 271.92 ~ ~ ~ / l / - \
lil I I Q 272.0 iI { ll! I ;I i 25A-25 12" RCP 38 0.5R s V I I III I I 1 I ~ ' Ilil i ~ IJ 1 ~ ~ i 0 i ~ 1 s
~ I 272.0 I ; l I { I ~ ! 25B 243.70 PIPE END ~,y ~A I q4" 1 S0 I , 1 I 1 ~ ' ~ { ~ ~ i I I ~ I I I' I ! ~ ~ ~ r / ~ C ~ ~ 12' CP A ~~\v 5 III I ~ '1 1 ~ i I / s~:~ - , ~ i 42" t~CP 1 ~ ~~A~ a
~ i 1 ~ 1 IJ? II l l 1 25C 242.00 250.31 (TS) RTWI ~ ~V A I V ' I ! ~ ` • ! I ~ l ~ I ~ I ! l 1 { I i, I
v ~ ~ ll~ t~l, - II ll'fl; ilil 25C-25 42" RCP 31 0.57 1 V A II ili i 2701 i I I. Ili Ili{ I I ; I ~ N CL B EROSION / . • ; o \ /,l
25D 241.85 ENDWALL \ V 1 I ~ ; ~ { 2 1:2 ~ ~ ~ i 1, i , l 1 ~ 1 i ! I ~ ~ ~ s ;;,(li ,1 1 I ; . f J CO TROL STf~NE APRON • rr•-- \ NEW CL. B EROSION t I I, J \ \ , ~ (MI 32'Lx12'Wx22"TH ~ iI I ~ ~ \ CONTROL STONE APRON
~ / ~ ~ I I , 26 (15")279.06 278.86 296.01 JB/MH ~ ~ / / I I ~ I ~ ! i i l ~ I ~ ; I ~ ~i I 1 ~ M ~1 ~ i I I ~ ~ ii ~ ~ 'I } f ~ \ ~ ~ ON GEOTEXI'ILE FABRIC 0 ~ , . . , . _ , \ \ \ \ (MIN, 20'Lx7.5'Wx22"TH)
42" 279.50 \ i, / ~ { { I i ' ~ ~ j j , 1 I I ~ ~ { , ( ) ~ III 1, I' i I i I ' ; I I 1 1 \ ~ ~ ~ ~ I • ~ - ~ v ' v ~ ON GEOTEXTILE F i i ~ . i I \ l ~ ~ . 1/ ~ \ ABRIC
\ / ~ ~ I ' 271 a ! I I ~ i i II I ~ ~ i 27 280.30 288.3f RTCB , , 1 , ~ t ,o ~ , { R~ •Q i I i i i ~ \ 272.0 ~ ~ • z~ ~ \ \ 1 l ! ~ i v 1 I / l f~ • r'`~ i ss ROPOSED ~ v' v v~ v V v
~ f~ 1 72.0 f , 26-27A 42" RCP 172 2.07 ~ ~ V ~ PP ~ ~ ~ ~ ~ I , I ~ 1 ~ t 1 I ; ; l l { ~ I ' + f ) j ~ yc POND ,~1 BERM 250.8 Q I 1 , I / ~ ;.j 1 'r ( W.E. 247:3 \ \ \ \ ~
~ ~~i1 ) ~ ~ 2 .2 .V i~ \ 0~ l ,rl iil,l;li~ ~i i ~ ~ GUY ~ ~ I I ~ ~ 1 1 ~ ~7~ , 27-27A 15" RCP 23 10.OX ~ A ~ ~ I ~ ~ ~ , ,~7 } ~+j ~ ~ 272.0 ~ / ~ ~ I \ V A ~ _ \ 272.0'..• 1 ~ ~ ( ~ C; • ~ » RCP 4 \ ~ \ ~ \ I 1 ~ 3 4 a. \ \ Z
~ _ 1 _ ~ ~ ~ 271.1,,5 ~ , ~ I 27A 26 275.42 271.40 263.01 CB A ' ~ ~ i I ~ i \ ' ' / ~ ~ ~ ~ ~ ^ 271.75 \ \ } ~ i;,•;• • • !y ~ l 4 \ `NEW RETAINING WALL~~\ d I \ / ~ + \ J
~ ~ ~ I 29 ~ ~ ti ii,p / / ~ ~ l ~ { (27) 278.00 ~ ; ~ ~ o VI I , ~x, ~ 3, / l t I ' X272.0 272. ~ - / TOP OF WALL VARIES
28 271.24 283.01 RTCB ~ti ~ ,---~~,J I~~ 1 A 'a~7 27~. 27~ 85 1~~~~/ ~ ' ' i ~ ,
9 275.93 279.71 TC CI ~ V~ ~ ~ \ ~ 1 1 ~ _ ' ~ ~ k ~ / / i ~ I 71.7 ! Pi \ \ 1 ~ . l.'.' 1 e 1a 1 ~ 1 ~ ~ W I I I 71.75 / / 6 LL I D AIN (TYP.) v1~ \ \ 1 , ~ s - S \ ~ Z
29-30 15" RCP 53 1.09< ~ 1 r ~ ? - - - ~ ~ ~ /i / / ~ ` I F / ; 261.1 ~ ` c~ 271.)5' •1-27 J I 6 O W fx
79.81 T I ~ ~ ~ - . - ~ ~ 30 275.40 275.20 2 (C) C - - ~ 1 n 5 48'IRCP I ( ~ '263.3 ~ 15' ~ ~ v 1 j ~ 263.3 , j ~ ~ V a
R P 4 1.07 ~J - \ - ~ - ~ _1, \ ~ y 30-31 15" C 2 \ _ _ - ~ ~ - '~rp~.-- " 270.3 27 .P2 ~ 270.4 ~ ~ 42 8• ~ S E 262,E \ x ~\y\ ~ Z W ~C 0 1 X MIN. 1.5 1 / I / \ ~ \ \ ~ W W Z z r" 8"~P
4. 74,76 285.51 APRON RTCB I / 27 .P2 \ ` \ \ ~ r 63.5 6 \ ~ \ ~ I 1 t 8R ~ ~
i ~ ~ ~ " 31-32 15" RCP 66 4.47 ~ ~ ~ ~ ~ , \ I \ 270.22 ~ 4 ~ 40 , 1\ _ i 262.75 ` 28J.5 11 \ ' \ \ ` ~ 2 Q ~ W ( \ f \ \ l \ I ( 265.0 RROPOSEp'\ / /262.8 l \ ~ V W ~ \ m
32 271.86 271.66 ( ) ~ / ~ ~ o- e E y~ o r ~ FFE'~ . ! ~ i ~ tr 28 5 \ ~S M - ~ 'i 283, \ 0 1i
27A-33 48" RCP 128 2.07 ~ I / \ 15" RCP ~ o- - _ i ` \ 1 I ~ 4 'RCP S ~ ~~~,rvaCW,~ _ _ _ _ \ \ ~ Z ~ ~ d W
28-33 15" RCP 60 4.07 1 ~ ~ ~ , J` J ~ ~ \ \ \ I I \ ` ~ a \ l I l ~ : l R p 263.9 ~ 263.5 ` FFE .883.5 ~ 3 \ W m W =
32-33 18" RCP 146 1.07 ~ e ~ l , I \ ~ 9 - / I I ~ / { A \ ~ j i ~ l~ J ~ 262.84 / ~ \ ~ Z ~F'
33 (27A)268.84 268.64 275.8t(TC) CI ~ 6.5 ! / ~ I ~ \ + ( i / O 62.68 ~ - 26 m U \ I I I ~ ~ ~ / - _ _ _ 2.88 S a r9 \ W " ~ ~
I ' 34 0~ ~ l (28) 268.84 ! 1 ; ~ / ~ ~ ~ ~ " 15 @p ' ' 48" RCP \ { ~ » ~~P I l l I I / / - - _ 262.6 A Z W 48 RCP µ1 A a ( I i11 _ - - V ~
(32) 270.20 ~ ~ ~ - ~ ~ ~ c ~ ` l - _ ~ / ~ ~ ~ I' ~ W ~ ~ i y \ 5 ~ I + 11 ' _ _ 282.84 ~ ~ 262.84 e A ' RCP MAN I ~ ~ ~ , / II j ~ - 282.46 ~ 262.48 A ~
34 266.63 270.5t(TC) CI ~ ~ ' ~ ~~1 - ~ ~ \
33-35 48" RCP 263 2.57. II r ~ ~ n _ ~ _ _ _ i j I ~ ~ ro ~ - _ ' 26.1 / / / / I ~ - 15` RCP 262.84 I \ W
34-35 15" RCP 123 2.5X ~ - ~ ~ I I / ~ ~ 9a ~ 1 ~ / ~ / , / l s 260,98 I ~ 1 I ) r ~ ~ / ~ ~ / ~ ~ ~ 81.47 15` RCP
268.61 TC DBL C! ~ 35 (33) 262.07 260 28 ( ) I' n - \ I 1 l ~ 1 i i / / /ice ~ ~i 60 261. o / M
E (34) 263.85 ~ 1 ' ~ ~ - ~ ~ " P ~ ti 15" RCP a1 5 / ~ - \ ~ \ ! /I
35-36 48 RCP 18 1.29. ~ / / ~ , _ ~ ~ 1 ~ j ~ l 1 - i i I i J1 l / />fi jljj ~ ~ i / j!r ~ \ i i
36 260.06 259.90 268.6t(TC) DBL CI _ - - r ~ .i 3z ~ Q / 111 'fi x y ~ NEW RETAI ING W f~ ~ ~,o / / I 11 1 j t i ,j . jj
36-37 48" RCP 245 1.27 I ~ TOP OF W L ~~~?,([IE ~ ~ f / ~ Ij / / / / ~l~ I / r / l I / M, / / / ~o / ~ 26 ( ~
37 256.92 256.72 268.9t(TC) DBL CI BENCH MARK O,p I Q _ ~ ~ r 1 RRE HYDRANT / \ ! L ~ ~ ~ ! o ~ / z it / t /
37-38 54" RCP 130 1.07 / ~ J ~V ~ l ti0 n TOP PAINTED FLANGE BOLT \ / ~ ~ ~ _ ~ ? / / / 1 !1
38 255.42 (39) 255.22 268.31 JB/MH ELEV 297.53 _ ~ ~ ~ ~ ~ ~ / / / ' / j r'' i / / / r - . ~ i % ~ ~ i 1 24' RCP / I I ~ / / 0 1 ~ l ~ / / I I / \ ~ ~ / / 1 ` ~ / / / ~r ~ - I II / ~ Iil / \ ' \
NEW BENCHMARK WI \ / i ~ 1 ~o ~ ~ i' (42) 255.22 (SPLIITER} ( LL NEED py _ ~ ~ ~ 27+.7_ _ _ _ _ _ TO BE ESTABLISHED ~ ~ _ i5. 1 _ _ ~ ~ / / I _ o / / I
- 48" RCP 75 5,07 ~ a / ~ \ ~ i ~ i y V ~I - ~ / _ ~ 1r
39 251.47 247.87 266.31 JB(5'X5') < \ 1.1 1 _ ~ ~ ~ 1 ~ / I / t / ~ I ^
39-40 48" RCP 47 1.07 ~ \ ~ \ \ ~ ~ ~ ~ ~ 8 ~ \ / " / I J ~ / wiG7,- - ~ l P ~ / / ~ ~ ,I i 1 I
273.5 40 247.40 ENDWALL \ , ~ ~ A - I i _ ` v , ~ ~
at 260.96 265.2f(TC1 DBL CI ~ i .e r~ ~ V 1A.ha GPI ~ '
10. 70
38-42 48" RCP 64 1.0% - g \J lj~ r y - i \ X7$.0 27 9
41-42 18" RCP 129 3.0% I I 4 R P ` \ i _ / RCP 15" ICP 1 / 42 (38) 254.58 254.38 268.71 JB/MH Arm - / \ \ 269.4 \ 267.3 I I I
(41) 257.09 283.1 1 1 I 1
42-43 48" RCP 32 1.0%
43 254.06 253.86 26 12 REVISIONS \ J BYJ
a 43-44 48" RCP 105 1.0% 3° 1 \ ' ' ' • • • / I > 18* RCP s~ 1 / I \ 14 App 2009 i
00 N 44 252.81 252.61 270.3± MH + 1 \ • • I ~ I , l , ~ X6.34 24" RCP i ~ 17 I I / J I 4 t I (DESK Arai SKO 66. I
44-45 48" RCP 105 - 34 13" RCP I I _ I - I I 06 JUN 2009 274 2' 270.5
C 15" RCP F 45 251.56 251.36 268.51(TC) Cl ~ . 6.1 1 to _ f 15" RCP a - - 1 , • ' 264.8 I 1 / (DWQ REVIEW) OPW I 21.4fi I I "
I ~ + X11 ~ ~ ~ I I 1 1111 18" RCP - 48" RCP 100 1.07. I I j 111 v zac _ „ 18 RCP p CQ I 265.4 \ _v o n g it
O 45 46 a 4 I I 12 X12" PRPPE=F RICA T9D t 1 v _ 1 I A REFER TO SHEET C-8.5 46 250.36 250.16 268.8±(TC) Cl I I , . / I I I \ EVE AREA DRAIN ICA - 1 ° vos2 s \I` I I t ` / , 11 JUN 2003 _ TAD 2'77.0 1 270.4 I 2 (90% CD) 7.0 1 DLH
FOR IMPROVEMENTS IN I 1 l co 9 TOP=2'7&. 47 262.43 265.9±(TC) Cl W HOPE ROAD INV_ 276.84 I i 271.04 ` 270.7 / m 15" P I I 21 J!~ 2009
- < l I I i \ p NEW I ' I 1 v 274.8
n 49 266.48 283.0± CB [7 I ( \ AI _ I I i c 1 NEW RETAII ALL I 11 A 8 49-50 24" RCP 52 310% - - \ 1 / 1 I 277.0 2 .34 a 15" RCP 271.56 271.06 I I I 1 \ I I ' 2A Ju 2009 I
Q ~ `~MP.OF WALL VARIES I ~ _ 1 \ ~ _ _ 2eo-•-.~,+,_,~ 50 264.92 264.72 269.5±(TC) DBL Cl _J R M 27.98 257 b \ 265.981 I (EXPRESS REVEW) OPW i
_ \ Z s1 268.00 272.0±(TC) cl I _ I , , , \ 01 a \ 70.9 - PMPOSED- 1 I i . ` t 1 , l 08 AUO 2003
I I TRACT ID fCW RETAIN' 50-52 30" RCP 97 1.0% WALL e RETAIL r \ L 277.0 F~ - I I I r / (DWO REVIEW) DLH
Q _SIGIt ' - - X80 NC 0 51-52 15" RCP 25 9.07. 1 \ I \ - -l SOP PROPOSED 271.7 2 0.0 I s" Pvc m \ \ / I •0 ETAIL 5.7 270. 271.56 271.46 2 •5 1 r 266.34 F~OPOSEDJ I 1X MIN \ / I
52 50 263.75 263.55 270.4± TC Cl 1.0% MINA s 277.0 S ?66. 4 RETAIL I I I
I (51) 265.75 \ \ \ OP=276.84 , I I - 267.01 1 I
U 52-53 30" RCP 120 1.0% tij ` 7ss \ \
53 262.35 262.15 269.8±(TC) Cl \ - \ 84 \ 6" 7 / 267.01 5.0% I ~ \ \ V 7, a 1 ~1X 266. SLOPE 1 ~v
Q' 54 266.80 270.8±(TC) Cl \ - 3 ~ s e 8 8 I I
4A 278.00 281.5± CB PPS 8 79. - - - - 1 _ P I PP OC _ - - - \ - - -
a 53-55 30 RCP 155 1.0% - - _ - / OHP&PHL 74-77-0-1
\ r 54-55 15" RCP 93 5.07 w w w w w \ w w°T T_w N n 00 DRAWN w - - ` - - -
+J \ a ' 54A-55 15" RCP 155 10.0% I n CM y ~ N A OUTHERN BE\1,L IN OPW a \ ~ ` \w ` IN w w w~ w` w \ s - \ \ w CHECKED
a a M R 55 (53) 260.60 260.40 270.4±(TC) CI r ~q ~E OPTIC CAB MARKER \ NO E: DO NOT EXCEED 49 SLOPE \ \ 1 EAC WAY ACROSS HANDICAP I 1 \ 1 / ` JDL/RPH
U 54 262.15 / i 4 C V PA KING SPA¢ES J T 1 I I ~1 1 I i NORTH DATE
m 3 G 54A 262.50 31 MAR 2003
56 262.53 266.3±(TC) Cl
55-57 36" RCP 239 1.0% \ a \ \ / 1 I I / SCALE } ` \ 1'•60?
N n \ \ \ I \ \ \ \ / 56-57 15" RCP 80 5.0% \ ~o A V A ! y °tiA A 1 A v A v 0 60 120 180
57 (55) 258.01 257.81 269.3±(TC) Cl A EW' DER AVE. a ; A U.S.IIGHW Y 64 1 1 o, V ° REFER TO',SHEET C-8.3 AN ~JOB No. N Y 64 \
0_ (56) 258.53 - s co 8.4 FOR IMPROVEMENTS IN 1 ( RIBPCW / i NEW BERN AVENUE i SCALE IN FEET
57-58 36" RCP 99 1.0% PP PP a SHEET
N ' 41 PP- p-
U N
0 i
a GRADING PLAN c 3
LL_
OF SHEETS

1 2
3 4
5 5 6
7
8
GENERAL NOTES 9 \ \
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE v ~ ~ ~ ~ t
WITH CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND ~ I1
SPECIFICATIONS. . ~ ~ " _ _ _ ~ • ~ ~ 1
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) \ ~ ~ ~ i ~A \ ` i ~ \
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ;
_ - ,~'<GVICE „'IVERSiGN ~ Puri ~ iir~i; ~ uk ~hAL~ rEKlr r ~ nE ~UGAi ION ANG OEPTN OF ALA EXISTING W I \ JIVERSiGN , _ _ _ ~ ~ , ~ \ F +..y
S ALE INITIALLY IF UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS R EQUIRED PRIOR TO BEGINNING CONSTRUCTION. INITIALLY IF ~~IA \ • • 1 y V A
I i 1 0 h t l \ V ~ ~ I ~ A 1 ~ ~ ~ N 1 t ~ ~ MPO ~ - - ~ GRAVEL A _ ~ ~ \ ~ \
+ 4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY { . VA RARYb RSfON ND RIP RAP ~ \
KEN CLOSE, INC. GRAVEL &RIPRAP FLTER BASIN 2 GRAVEL &RIPRAP HORSESHOE REFER TO SHEET C-8,1 AND INSTALL SILT FENCE _ ~ FILTER BASIN 3 8.2 FOR IM ~ _ ~ CC`)NT CT \ V A ~ ~ ` LE ~ FILTER BASIN ~5 ~ ~ ~o j SILT FENCE ~ aR SH L ROVfpE \,1 ~ \ • • ~ r r ~ ~ \ A DITIONAL ONS ~ j ~ ~ ~ ~ % ~ I ~
DISTURBED AREA - 2.4 AC a~ I PROVEMENTS IN __.ACROSS PIPE ONCE 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS. ~ ~ = DISTURBED AREA = .92 AC CORPORATION P DRAINAGE AREA 2,4 AC ARKWAY PIPE IS INSTALLED ANC PIPE ONCE ~ ~ RU ION ,ENTRAN S i ,GRAVED ND RIF=~ ~ _ • • ~ / \ AS CO~PORA• ION ~ ~ ~ ~ NEW SILT FEN ~ ~ ~ I INSTALLED AND Z ~4R AY' IS , ! FIL R N ~ < CE WITH ~
\ \ \ _ _ DRAINAGE AREA = .92 AC BACKFILL 6. SEDIMENT TO BE DISPOSED OFF-SITE. \ \ , \ • MIN. VOL. 2.4(1815) - 4,368 CF ~ MIN. VO . _ - BEGINS CdMPLE'TED A D EXI T. \ ~ ~ ~ #4 ~ TREE PROTECTION ~ I' ! \ L BEGINS N ~ v ' ~ ~1~ ~ SIGNAGE , ! ~ ~ 1~~
L 92(1815) - 1,670 CF ~ ~ , ~ ;USE 2Tx 54'x 3' DEEP PIT , \ \ \ USE 1 Tx 34'x 3' DEEP PIT i CROSS-ACCESS, DRIVE. IS EMOVED AS \ ~ r ~ ' (TYPICAL) ; ~ \ RECIUIRED`T ~ - ~ ~ '""~J, / 1 ~ ~ , 0 PREVENT MU AND ~ 1 ~ ~ ~ ; / / ~ \
1 \ ~ ,BERM ELEVATION = 288.0 _ _ ` ~ I _ ~ ' ~ \ ~ ---BERM ELEVATION = 264.5 ~ / I \ \ \ \ i-- J DEBRIS FR ~ _ ~ ~ v o / i r_1 / M BENVG DE SIT ON 1 ~Q ~ \i +1 \ ~ r', h NEW TEMPORARY GRAVE / ~ \
I I ~ v v~q s~>:cx DAM;- ~ - - - v I 1 I f / THE PUBLI STREET. 1 \ ~ v ~ ~ r L V ~ _ ~ . ~ ~ ; ~ CONSTRUCTION ENTRANCE \ A
v v ~ - ~ a / _ ~ f , 1, 7 \ R~PLA~:E ~I ~ - _ _ ~ FBI ; ~ ~ s I ~ I ~ - / ~ v ! } BEGIN r/ , i ~ ~ ~ li ~ ~ ~ ( AT EDGE OF EXIST. - ~ \ -'I 1 ~ ~ ~ ~ ~ ~ v 1 ENT fir, ,
\ \ I ) A / - I /
1 I I ~ \ \DITCH IS R~AO ~ ~ - _ ,1 -
~ - - r ~ - ~ n
_ _ ~ ~ , . - - - i - - _ _ = - 1 a i ~ ~ ' ,
_ _ - _ _ r ' 1 T• ~ ~ U ~ ~...,..._„.,.ti.,..z, 1
~ \ v + ~ ~ 200 ;t''~~-~~ 2B0 15~ f~f~ ~ 1 / " ` _ u, . . , _ _
NEW SILT FENCE W1 H TREE ~ - ~ ~ _ ~ ~ r ) t O / < r I ~ I ~ h ~ i ~ A\ ~ z ~ ) ~ ~ I d I ~ 1 ~ Qo ~
PROTECTION SIGNA ~ ~ I ; ° ~ ~ `l'ti~ ® o°' ~ h ~ ~ a ~ _ Y, 15 RCP - I ~ o ~ '
_ ..s ~ ~ ' . - T- ~ ' x ~ _ ~ - _ _ N _ _ y,. _
~ - ~ _ , w___ \ P \ \ ~ V . ~ I ~ r i ~ ~ - - CTI Z - _ J . _ ON r UEN n C ~ nE - - _ E
- _ ~ THEW TEMPORAR ! i - 1 i r TEMPO ~ ~ A ~ ~ v ? 1 • INSTALL T ~ z RARY ROCK y REE PR ~ ~ ~ - _ ~ , - ~ OTECTION FENCE A I
\ ` . ~ ; ~ ~ ~ A e P ~ i 1 ~ CHECK 1~..;M~ `v 7 \ r I SIGNAGE. CALL FOR ON-S ND SILT FENCE WITH TREE PROTECTION °D °0 rA a ITE INSPECTI m to ~ % ~ ~ ~ ON BY ZONING INSPECT OD
V v \ t ~ ~ ~ I ~ ~ I 1 1TRAN 111 \ ;l - ~--r -~.~%y ' ~ , - ~ ~ ? \ \ ~ NEW OR. M ~ CL. BEROSION 2• IF APPROVED, OBTAIN GRADING P ~ a, °i
v I _ , 1 ~ 25 ~ r I ~ \ ~ \ CONTROL ST RMIT. ~ , _ _-~--1~ ~ ~ ~ \ ~ ~ ~ \ ~ ONE APRON r~ ~ rr-- 1 ~ \ i IN. 3• INST i 1 ~ / _ , - J r' ~ ~ \ ill. 32 Lx 12'Wx22"TH ALL INITIAL EROSION CONTROL MEASU
\ ~ \ \ \ ~ I ~ 1; ~ U \ \ 290 \ i r 1 ~ \ , - ~ L,~ _ , ~ ~ R Q ~ \ _ ~ ~ ~ / ~ ~ ` ? i ~ J O ) ENTR RES INCLUDI r ~ / ~ ~ \ \ \ 1 N ~GEOTEXTILE FABRIC ANCES, GRAVEL AND RIP-RAP \\1 ! / ` r /'.',1 / \ 1 ~ FILTER BAS NG GRAVEL CONST.
ti . _ ~ ~ - ~ - _ ~1 i I I I - ~ ~ ~ \ \ \ ~ RISER IN 1 /;r ~ \ , .1- ~ . , r f ~ ~ \ ~ 1 ~ ~ BASIN #6~~7 AND #8, ROCK t~ ~#2.#3~~4 AND #5 f ~ ? ~ \ SEDIMENT PIT, SILT FENCE AN CHECK DAM, INLET PROTECTION
,o ~ ~ f CY ,~+C ~ \ ~ ~ ~ A ~ ~ I I I I I I ~ I 64 6 \ ~ ,r _ ~ ~ \ , ~ 1 I \ ~ \ \ ~ 1 V ! RISER BASIN FILTER ~~6 pER D TEMPORARY DIVERSIO 1 MANENT STORM DRAINAGE AS SHOWN ON N SWALES. INSTALL ~ ~ r.^, ` I \ \ I ~ (nEFER TO DETAIL FOR 1 A
s ~ ~ e C V ~ 4 CP ~ \ d ~ - ~ A ' , r ~ ~ VA _ ~ R . \ ND DETAIL AT I~ 8. RISER BASIN 6 ' ti ` ~r ~ \ ! 1 V 1 ELEVATIONS ON DWG. , • ~ ~ ) CALL 890-
,l ~ ~ /r 2 ~ ~ ~ ~ ~ } i I M „ ~ - ~ ~ A \ - I I t i ~ ~ --w ~ \ i , I'~ ~ ~ ~ ~ ; 1 N0. C-3.2 4. , , 3453 FOR ON-SI eo _ ~ V ~ \ ~ ' o ~ TE INSPECTION BY
+ r ,r"~ ~ 1 \ A + V rr A ~-v , i is , ro ~7 A~ \ \ ,A 19 I ~ V q v~ v \ ~ I i ~ i ~ b ~ ~ IF APPROVED, BEGIN CLEARING AND G CONSERVATION INSPECTOR.
\ i \ I -y'`' ~ I ! s~ A. - ~ I ~ i ~ 1 1 c~ \ ~ j I \ V v ~ ! G. b aa' RcP ~ ~ \ \ \ ~ WO FLOOD HAZARD SOILS 5. MAINTAIN DEVICES AS N
~ ~ + RAVEL I& RIP P FILTERVBASIN ~1 s I 1 I i _ A \ I ~ I 1 - ~ ~ , I I I + , ~ i~: " y STURBE© AREA = 1.25 A~ I I I ~ ~ i ~ I + 'I I ~ - \ \ \ \ BM 1988, PG 1363 SIT EEDED. GRADE SITE. INSTAL ~ - _ \ \ \ EIS BROUGHT UP TO GRADE. P L STORM DRAINAGE AS \ 1 , : - _ \ \ \ \ \ \ (TYP. EA. SIDE) ON THE PLAN. DIVERT ST ROVIDE INLET PROTECTION AS SHOWN
/ 1 ~ \ , I , , I , ~ 7 + D NAGE (AREA 4.19 AC \ I I I ~ \ + \ ~ I ' f 1 ~ I , \ ' ~ ~ - es 1•~ \ \ / WATER ORMWATER TO PROTECTED INLET SHALL BE ALLOWED TO PASS FROM INLET S• NO STORM-
M VOL. ~ 1.25 1815 - 2 269 CF ~ ~ I I I i r + \ ' 1 1 ;i - I ~ ~ + ~ ~ ~ ~ , ~ , ~ ~l ; \ ~ , - ~ ~ I I I I I + ! ~ ~ I 1 ,1 NEW TEMPORARY DIVERSION I I 1 \ m \ a 81 ~ \ ~ ~ \ \ \ / UNTIL ALL 38 TO j ,,m ~ \ ~ ~ UP STREAM AREAS ARE STA # INLET ~ 39 BILIZED AND SEDIMENT PIT AT i ~ ~ a , 5 ~ ~ I RISER 6 HAS BEEN APPROVED FO
,,r U E 19 x 4b'x 3' aEEP PIT + ~ ~ 1 I ' . , A ` ~ " ^ ~ 1 ! I ~ 1 1 I l I 1 1 SWALE. ADJUST OCATION AS ~ + - RM ELEV~TION 284.0 ~ ~ I I l 1 ~ \ I + I I I } I ; I I I ~ { i ~ REQUIRED AS S E IS ~ I 1 \ ~ ` \ \ \ \ \ ~ I TIGHT LATE AT INLET R REMOVAL. PROVIDE SOLID WATER-
I i f \ ~I ~ ~ + \ \ 1. / / I ~ I 1 1' ~ f I ~ A l l I r l I ~ . ,V BROUGHT UP GRADE 1 , ~ I ~ 1° ` ~ o \ 1 ~ ~ \ \ \ \ ~ \ 1 ~ INLET 3 i~ 38 SO THAT NO FLOW IS ALLOWED 1 A s 36' RCP \ o ~ ~ 9. FILTER BASIN 1,#2, ,qNp TO GO TO \ '1 \ 1 a r} \ \ \ ~ I , ~ BE REMOVED ONCE ALL IIE3 AND RISER BASIN 8 SHAL
/ / I I~~. , 1 ~ - v v v "Ili ilil ~ I I f 1 ~ ,,,.,1 \ \ R p \ \ \ } \ ~ AN STO MWATER IS DIRECTED ~ L \ , u 4 } C ti D ~7. TO RISER BASIN ~6
TEMPORA DIVER ON I f i 111 ~ \ \ I I + I ' i ~ I ~ I I S ~ } l \ ~ \ \ ~ 6. BEGIN BUILDING CONSTRU
' 4 , SWALE ~ w'~ I ~ i I ' _ ~ ~ ~ V I ~ , I , I I I I I J A I NEW SILT FENCE W ~ ~ ~ i ~ I ~ , ~ ~ ~ ( i ~ I~ I 1 ~ ~ ' \ PROTECTI N SIGNAGE \ ~ ~ I ,NEW CL. B ~ER CTION• ~ BERM: 249.0 ` ; 1 \ \ ~ \ ~ ''ON OSION 7.
TEMPORA GRAVEL / ~ ~ j ~ i , , I I , , ~ ! I ~ I I ~ \ 1 ! I I ~ y 1 ~ J ~ ~ \ i } ~ ~ TROL STONE APRON STABILIZE SITE AS AREAS ARE BROU a~m~iP~ .
~ ; A ~ CON CTION ENTKANCE / ~ i ' f I y ~ 1 u., ~ 1 1 I . + , + I I ~ I _ r- ~ A \ ~ , (MIN. 40 Lx15'Wx22"TH VEGETATION, PAVING, ETC• GHT UP TO FINISHED GRADE WITH ,~i'A~ ~''4 1 ; 'j oN c ~ R4 \ _ EOTEXTILE FABRIC g. W Q ~
h \ 1 ~ \ ! i, 1;1~ _ ~ i ~ I QI ~+1,11,11 I ~ I 1 ~ 'tlcT v \ ~ V / / I I I ~ I"~a:~ j ~ 'v ' ' ' ~I ~ ! I I ~ I 1 bpi ~ i ~NTIL CORPOR TION i~ ~ ~ \ ~ HEN CONSTRUCTIO U ~ ~ N IS COMPLETE AND ALL AR S t u. C EA ~ r,p , ,i ~ 5~ r~ ~ ~ , ~ \ OMPLETELY, CALL FOR INSP S ARE STABILIZED 0
\ i~ / ~ i ~ r I N~ I I / / / ~ ~ e I I 1 ~ I I ~ I ~ ~ V i ~lpi ! 1 l ~ I } , ti ol- I } } I i } , 1 I / ARKWAY EN TO SERV ~ _ , \ ~ I \ 1 ECTION BY CON 4 ~ :Y \ ~ ~ \ \ , ~ \ SERVATION INSPECTOR.
y i ~ ' 11?, ~ I , , - ~ ` ti ~ ~'I ! I I I III ~ I I ~ E v \ , o ' , a ' I ~ ~ . \ ~ 1 } } I } I } I A I / IADJACE PERTY \ ~ ~ ~ 1 9. IF SITE IS APPROVED, REMOVE T I l••• ~ AND SEED OUT OR PAVE EMPORARY EROSION CONTROL MEASURE 0~ 1 ~ 1 '~...I%' ~ 1 1 1 ~ 1 \ ~ \ ANY BAR S
~ A ~ 2~ ~ l~ ~ I I I v ~ V I M I I! I ,III I I I / ~ ~ 1 / \ v II 'p~ ~ ~ >f lil; fill ;III I I t ' ~ ~ • • • \ \ ~ REMOVED FROM THE WET p E AREAS. ALL SEDIMENT SHALL BE ,ty~
\ \ ) I;,,, I A\ l i I I I I r ~ l' I I ~ ~ ~ I f ~~~~='.-':~t~"s.^`~ I % AND SEEDED, ONCE D THEY SHALL BE GRADED AS SH `ry ~ y / / I L L ! ~ ' \ SITE IS STABI OWN . 9 CI ~ LIZED AND EROSIO i ~ S EAD ~••i ~ ~ \ ARE AP N CONTRO y G
\ \ 15 RCP r. l i I ' i ~ { 1 1 \ e i! I I 1 I I l ~ ~ ~ I V ~ 1 I I I 1 ~ l I I I I ~ i t i w: I, , a \ \ \ PROVED TO BE REMO L MEASURES y~ \ I / • y T VED THE SOLID PLAT ~ ~P• 0~ 1 ~ ~ / • • ~ \ HE FINAL ORIFICE PLATE SHALL BE E SHALL BE REMOVED. yip HEN ~
~ \ ~ III I ~ o ,1.. I } A ~ r , ~ i I i i ~ I ! ~ , ~+"~c u,.~- WAE-SMART I ~ ~ ..o ~ ~ OUTL INSTALLED IN ST ~ r i / ~ • • NEW C ~ ET TO STORM BOX ORM BOX 38 ON / L. B EROSI N # 42 SO THAT STORM #
\ ~ } o \ , ~ , , I I 'I } ; ~ NEW CL. B EROSION 1 / i, I ~ _ m I ~ I ~ I I ~ I I ~ I. + ~EMOV~ I suP 1 POND #2 AND EXISTING STREAM. WATER OUTLETS TO WET :ROSION 1 a ~ / / , > , / CC~1!TROL S NE A RON
\ \ ~ 1 .a.,,} ~ I p CONTROL STONE APRON \ V 1 1 A, I I ~..j 9'^' I ~ I I I I I C I I ~ 11^\ ~ a ~L.Q , , \ \ / ~ ~ , I 1 ' I . I I 1 ' I i ~ , , I I II i I I ~ , (MIN. 20 Lx7,5 Wx22"TH) )NE APRON ! : ' ~ ~ ~ . ~R ~ \ MIN. , ,~o ! I 1 / ( 21 Lx12 x22'4'H) 10. WH 5 Wx22"TH) ~ ! • Oid GEOTEXTIL FABRIC EN VEGETATION HAS BECOME ESTABLISH
I I I H i l l I W ~ ON GEOTEXTILE FAaRIC ~ v ' +I 5 1', III ~ + I l1 II I I I I ~ l v \ l e,; + ~I, I , I. 1 ~ ! ~ ~ / BY C ED, CALL F LE FABRIC ; i ~p r -r' \ ~ ONSERVATION INSPECTOR. OR FINAL INSPECTION
~ PROVIDE BLOCK D GRAVEL ~ x 1 1 1 1; I? I 1 1 i „1 ~ 11 I I I I { I ~ I ~ ~ \ ~ INLET PROTECTIO FOR A L " I I 1 I t l 1 I I I t l l ; I I I I I I, ~ ~ 1 ~ • /.27 ' r, TOTAL D / ~ . ~ / \ ~ - \ 15NRBED AREA. 38.8 AC f
~ ~ ~ , ; : I r, . + } ~ I I ~ I I ; } I I ~ V ~ N TEMPORARY NERSION- ~ \ INLETS UNDER C NSTRUC ION I ! ~ I~' I+ I I i I ~ }I ~ I ~ \ SW LE. ADJUST L CATION CRY VERSION ~ ~ r ~ s.,.. i ~3
\.v A ' I. I I I t I~ II Il I I L I I I A \ RE R ~ A I ~ ~ ,1'~ _ A i' i I I 1 I ~ i~ II I I i Q I ED AS SITE1 IS SITE1 IS ~ ~ _ 2 RCP ~ ? - r 1 I vv ~ NE
~ \ \ 1 Il ytr' ,,t II I ~ I1 ~ l ~ ~ } I ll } BRO HT UP TO GRADE \ , ~ I1111~I. I~. !II I!~i III I ~ ~ I D \ oo USE BASIN NOTE TO GRADE , ' i ~ f 1 ~ / ` DI \
~ \ ~ ~ ~ I ! l „ Ii, ~ 1 \ A Gmr+~~ / g 111;.1 Q / i ~ ~,I II i I I I I` I I I , ~ ~ IN 28&91 / / t. A 1 ~ } I I ; I I. ' I ~ I I 1 i ; . ~ . / ~ THIS PROPERTY ~ / , , r ~ i , , \ 1 q Ri,ER BASIN FLTER ~7 REQUI IS VESTED FROM THE
~ A ~ our / I i I ' ~ I I l , I { ~ 1 „ 1 ~ ~ DO NO DISTUR STREAM ~ r ~ - ~ e ~ - ~ ~ \ ~ ~ \ (f'EFER TO DETAIL FOR REMENTS OF THE NEUSE BUFFER iR STREAM ~ ' • - ~ ~ ~ \ ELEVATIONS ON DWG. RULES AS INDICATED IN THE VESTED
f ill I II l 1 ~ ~ i l " I I 1' ~ I "I ' I C J ~ I ~ 1 I ~ AREA P T THIS' POINT 1\ v / 11~". ~ ~ ~ti f~l 111 i 1111 I I 1 ~ A µ ' t ~r /1)...~~ ~ ~ ~ \ RIGHTS LETTER FRO IISj POINT r•• • y,~• • . - r , > . - ~ f \ • \ ~ \ NO. C-3.2) FEBRU M NCDENR DATED i r . _ ~ ~ ~ ~ \ ~ \ ARY 14, 2003.
v ~ II I I III III I v v N ~ f
y A + ~ ~ I I : , ~ _ ~ ~ ' J + ~ III !III I 1 ~ ~ I I v NEW CL. B EROSION ~ ,;~:,I ~ I~~, ~ I I I I, I I f l I t Sri' V A \ \
V ~ PP ~ ~ ~ I,~ I , ; ~ \ I I 1 1 I , I I } ~ r 6Q~ITROL STONE APR \ . cur i , \ ~ V ~~1 I ! ; I . ~ ; Il ~ (MINM 32'Lxt2~22"TH) ~ 1/~...... r\
areH a+sWr \ ~ ~ I ~ ~ ~ / ~ I) ~ ! ! ~ ; ) ( ~ J v ON GE~OTEXTILE F I ' _ _ _ ~ ~ I~ ~ ,~ae as PRIVATE ACCESS EASEMENT ~ ; ~ 2~` 1', ~ _ \ i i ' ' I L ` I I ' .,.I, 1 J ~ / "RCP / ~ ~ \ ~ ~ \ , r l• 3 ~ Aso v v v, v v v FINAN
, DUI 2A8.65 ~ . ~ ~ / I I I ~ ~ v~ ~ m i , b- i" ~a _ ur 2ess+ DB 4425 PG 439. , a ~ ti + ~ ~ l I I , y, , I i ~ _ _ is ~ ,a:,~ , _I ,.,1 ~ I ....Jr 1 ~ \ \ CIALLY RESPONSI i J , ; i ~ / _ _ _ ~ , \ , 1 BLE PERSON AG ENT Q
~ ~ i~v D DB 4365 PG 639 ~ s°`", J v , r r 7 , - ~ + _ - _ . _ f l ~ ~ - ~
6 4515, PG -^•J _ A ! 1 ~ ~ I ~ 1. i t ~ + D y7796,r 296 . ~ \ + / - ' ~ , / - i % i / ~ I I { 1 I ~ ~ ~ \ l ~ 0 ~ a / y a t 1 ' r • • o ~ ~ \ 11~vr \ 1 • Person to contact should sediment control issue . , J
' , ~ BM 'h988, PG 1549-.. \ ! ~ c_" - ~ ~ ~ , ~ / f } I I '~"1 \ . _ \ 1 1 - _ \ •(f•,•~) / y ~ 8 ie \ ,1 s arias Burin land-dis • • ~ 1 ~ ~ / a . . ' 9 turbmg actrvit . - ~ M ~ , , , _ b \ N
, 1 - - V ~.r,- ~ ~ ~ I , . ' o ~ _ r..... / ~ \ T' ~ ame. GUY SCOGGIN y V3 ~ _ ~ ~ ~~t, ~ . ~ ~ ~ V j ~ \ _ ~ ~ Telephone: [phone] \ 4 . i ~ ;
- i i - - '8~" 1 'r ' o ~ '4 i f, Jr y \ / r r.. J ~,w \ 2. Person (s) firm (s) flinancioll r 4 r~ ~ ~ I ~ Y e onsible f
~ _ y f ~ fir c _ ~ g" „ r ~ ~ ~ sP or the land-distu Z • I~CP ~ ~a ~ 0 1X MIN ~ r I / ~ x rbmq ocGvity.
- ~ - ~ ~f I I \ \ A F~ 1 1 ~ 1 V ~ ,-.~f i ° ~ COMMON ~ W 1: I , \ ~ r. _ x ~ ~ ' ~ WEALTH NEW BERN P ARTNERS LLP 1A ~ ~ \ , ~ ~ ~V ~ ~ Name of Peroon
I 1 h:,.., ~ , ~RROpOSEp r' / / I : L ~ (s) Flrn' (s) ~ z a e - \ / 1 ~
~,I I ~ ~ ' _ ~ ~ a a I ~ I IN1% IN ~ o . e , ,'I ~ I l 1 15" RCP ' u~L i 1 ~ ~ ~ a ~ ~ ~Er r < < h ~ W W } a AIL „ ! ~ ~ 500 HENLEY STREET SUITE 2 I- I >a RCP l - Ff'E1 r 263.0 \ _ ~ rn~POSEp~~ ; : u'. ~ Mailin ~ -SAME- O _ \ g Address
w _ • ~ ~ 1 / OFFICE ~ \ Street Address Q ~W i R a ~ r ~ 1 FF _ / n ~ ~ V W ~ m
1 ~ _ ~ _ _ _ 0 \ \ I ~ ~ 9 ar ~ Y 1 I ~ ~ \ \ ~ \ ' ! I / s ~ E -263.0 ( v \ KNOXVILLE M ~ ' , ~ ; ~ \ r \ ~ 37902 _ V Z W 3
+ 5 ~m~~,~, - / o \ ~ NEW TEMP R ' ~ 1 l - .;:,..„,m - I ; I b ARY G VCS--,~ ' ~ ;i \ City SAME- Z L.L l ~ 1 ~l ~ r; ~Lh \ r~ a State ZiP Cit ~ ~ dW r ~ P
I i I y . ~ ~ CONS i v~`' I \ T~iUCTION ENT P ~ 1 v ~ ! ~ ~ r_~,~.~~~.k ~ - , ~ ,I 1 y state zi ~ W W Oz ; j ,''I I~~~r ~ ~ 1:=7 LI' ~C~7"'C']r \ 3. ~ J I ! ! ~ ~ rated erve
s _ ~ ~ 15 gp ~ 18' RCP f \ 5k I 1 APP Agent to rec 1 I ) j 1 ~ ~ i R J.. ~ r.'] d ~ ~ • , any notices, process, or leadin i Z } 1 _ A A r e 1 ~ ~ proceeding ansrng out of on m P •9 n any action or le of m J _ - _ ; ti y otter relatin t q ~ ~ W
II + ~ ~ - act I _ ~ I ' '~I~ 1 - - ~ I J I II ~ - ~ ~ - ~ 1 I ? { ° : ?I ~ -G- - r ~ 9 o Ralei h Cr P C~ I ~ a s~:~.,~~~ ~ ~ ~ 9 tY Code Cha ter 5 Pon', 10. ~
Ih : . _ ~ v f I W i 1 I 11 I ~ m ~ 4' Cps ~ . ~ ii ELIZABETH Z / II ~ _ _ / 15" RCP 1 W. VOLTZ
I ~ ~ ~ i~ y i ~ 37 'p /l , f , / / 7, / ~ Name of Individual W Z ~1 I!J 1 A / ~ ~ ~ ~ J~,r l " ~G e o \ Signature of Agent Z Q ~ i
J ti~ ~ a 1i' ~t;w ~ K~PATRICK STOCKTON LLP
II ~ - 6 , ~ 1 ~ ~ I I ; 1 >'S v v ! ~ ~ f 1 ~ f i~(RE}~R T ETAIL _ _ ~ ~ Place of Business i 919-420-1700 W ~ . , ~ \ ns~de the f r~ ~ so , M i 1 City of Ratei h Busin TAIL r , s~ ~ ,;y,w :i \ 9 ass Telphone
E PP ~ ~ 15' RCP ~ _ \ ) - / F: , I I / CAl 'u - _ ~ ? ~ ~ ' 1 ~ ~ / ~EL~fVAT1fJ S D % r D ~r 3737 GLENW OOD AVE SUITE 400 RALEIGH NC 27612
z 1 I J 1 a, ~ ; ~ • ~C=3.2)i If , ~f ~ 1 ! ~ ~ \ Address Q
~ ~ i t "I i 11 i ~ " NEW MPORARY DPVt~RSION ~
4 A / r ~ 90 ~ ~ ~ ' l fi ~ / ' ~ d BENCH MARK ~ ! ~ ~ ~ - - f a' Zy€~ i' i SW ADJUST LGCATION AS I ~mplete the above and adhere to cover I
FIRE HYDRANT ! A V ~•vv } I', ' ~v~ , ~ f / 1! i!,~ I, ~ i Y i n- I ~ 7 ' ~ , R UIRED AS ~(fE IS ~ take the place of a complete financial r sheet of erosion control plans. This does not 1 i 1 es on ' p sibility form, A completed }arm must be I j ~ ~ ~ j OUGHT UP%70 ~ ~ ~ 1 ~ ~ / filed with the Raleigh Inspections Deportment ri
TOP PAINTED FLANGE BOLT \ / ~ ~ ~ \ / ,,ze / i ~ ELEV=297.53 ~ ~ ~ ~ / ''*.,<< ~ I / I! ~ i ~ :I _ ~ ~j,; . j'%~ ~ P or to issuance of permit. 24' RCP I ~ f ~ \ ( \
I OPOSED ENTRANG ~ f ~ v. , ~ / / ii ~ / i NEW BENCHMARK WILL NEED I ES ~j,, - r ' / " I / ~ T ~ ~ - i : i I NEW SILY FENCFJ EE r ~
TO BE ESTABLISHED) ?oq ~ , - - ~ ~ ~ \ ? _ _ = ~ / I ~ - r ~ , J , ~ \ ~ 1 R S' - \ ~ ~ 'w; ' i j;/ i TEM Y SILT ~ / , " ~ - - o \ :1 \ 'l \ \ - ~ _ ter- f 1 - / , 1 _ " I ro PROTEG~fION SIGIJ ~ ~ ~ ~ _ _ ? , ~ ~ I \ _ a 1
y / \ AT ANY 01Nfi~~Ul~N6~. ~ ~ f ~ - _ ~ ~ N NG TOP-07` ~ i i. ' : - { / \ r } CONSTR_U 10N--- ~ ~ \ ` ~ ' TYP, SIDE i i / 11l ~ I j r 11 I I I i t ~
' ` " } / , I SURVEY LE D ' / ~ 1 t_' OHSUP -
ILT FENCE ALONG / ~ \ \ { - - ' x .r_-'` _ ' - _ _ _ - / ! / - L) 0 HEAD SUPPORT LINE
aew nr rY+cT+ur_ r, raa-~1 ~ \ \ % _ ~ _ / _ _ 4 ~ ~ ~ ~ ~ ~ , i J ,l ~ ,1'~ ~1~~. Wupti S~,p.,~ .....POLE
r - v _ _ o I u} I m nni Grt Mtl tK $.J SFOTMER"
- PHBX)-PHONE BOX
~ RCP ~.r J \ UGFOPHCM)-UNDER _ GM -UNDER D FIBER OPTIC CABLE MARKER U
15" MCP \ 1 1 J 15 RCP 21 • - - f ~ I / l 1 ) GROUND PHONE MARKER I i 1 I FES)-FLARED END SECTION
PHMH -PHONE ) MANHOLE v l I I I FH)-FIRE HYDRANT
r UGPHL -UNDERGROUND PHONE LINE I
t 1 18" RCP _ _ _ _ _ e ~8 I 1 I I \ WV -WATER VALVE
1 _ EO -EDGE OF PAVEMENT 2a" RCP ( I CMP -CORRUGATED METAL PIPE
I ` ~ • a - ~ ~ 111 ~ I z . , RCP -REINFORCED CONCRETE PIPE REVISIONS T t ( BC )-BACK OF CUR BY y n. 5 RCP I ! IFP -IRON PIPE -IRON FOUND 21 JLL 2003
-Al P L.~ ' ~ r I ( 1 O
15" RCP 1 I - 1 ON PIPE SET ~ 1 ^T / RWMF -RIGHT OF WAY MONUMENT FOUND o RWM ~T8)
a k 1 ! 11 \ yea _ PROVIDE -BLQCK & GRAVE RCP 1 ! I I INLET PROTEC119N,F9R- ALr - - a, " RC l 1 / - ~e s F I I / OVERHEAD POWER LINES 0HPQ 99 JUL gm
REFER TO SHEET C_8.5 r L. t' / I i I i 11 UM,,UNDER " FOR IMPROVEMENTS IN IN 11 ( 1 LP)-LIGHT POLE SP)-SIGNAL POLE
I a_ f 1 CONSTRUMON NEW HOPE ROAD - I I I I I 1 1 q y /"~'I 1 ; ) I L ts" I OHSL)-OVERHEAD SIGNAL LINE
"29 JLL ~o 1 „ P I I_ OHPHL -OVERHEAD PHONE LINES 200$ ~X_~ ..F.1 [~1„ i I I I 1 !I OHP& HL)-OVERHEAD POWER (EXPRESS RE
PROPOSED a' RETAIL v I € 1 RC 1 1 I UOWL -UND AND PHONE LINES) 1 i I 1 1 1 I 08 ERGROUND WATER LINE
C FFE - 277.0 . (g f r" I : +s , 1 I UGGL -UNDERGROUND GAS LINE AUG jErA I I ! x1 I 1 I 1 / -GAS TEST VALVE OWO FMMM DLFI 'OSED PROPOSES _ - . a IIf 1 267.0 f j ? HIC )-HOLE IN CONCRETE SET
'j, J I > 4 .I b I r I 1
-290 8• Pb 1, . 1 1 RETAIL +e I J NSIC)-NAIL SET IN CONCRETE I Y I FFE - 271.7 P / EOG)-EDGE OF GRAVEL
1 C 0 OX Or ~ 6 PVC 0 \ .OX MIN. 1 I ~ 1 THIS DRIVE € ! "s'wco CF)- I, L CFWNLINK FENCE
Dfl~ NOT U~i< ~ d AS \CONSTRUCtON t p , I ° I t x MIN _ f WPF)-WOOD PRIVACY FEN NEW ROCK CHECK I' BW -BARB WIRE CE
ENTRAME V %L i DAM _ dK .5 R~; I
, FINAL CONSTRUCTION WVMH WATER VALVE MANHOLE GP)_ GATE POST UG18) - " PVC o I ENTRANCE LOCAT ° UNDERGROUND JUNCTION BOX s" B)-TRAFFIC
1 1 MIN 8 I I ION AFTER EXISTING DRIVE I i SIGNAL BOX ~ S REMOVED. i
a
PPS R'P c PHMH PIP T _77 a
` Y ' ,...ors },A ~ i i o OHP&PHL
JGFOCM - v v ~S~ SOUTHERN BELL \ TEMPORARY G VEL Q CABLE MARKER CONSTRUCTION - . W .
ra \ 1 FIBER OPTIC 1 ENTRANCE ro DRAWN - _ OPW
1 (BEGIN AT EXI EDGE OF1 r
~IiCGL PAVEMENT / i = - - _ - N -tea.--- CHECKED I JD L/RPH
- - - r _
d A I A A 1 NORTH DATE 11 JUN 2003 Wo% CD
J j i 1 ~ NEW BLOCK &O-GRAVEL INLET REFER TO` H -
2 / / I ~ iO q 1 ~ ~ O~ I PROTECTION W/ SEDIMENT PIT S EET C 8.3 AND - SCALE 8.4 FOR IMPROVEMENTS IN SERVES 0.55 AC. ISTURBED AREA NEW BERN (AVENUE 0
PP PP 80f i/USE 13'x26'x3' EEP PIT 60 120 180 1' • JOB No.
PP Pr-
6-p P RIBPCW - SCALE IN FEET
SHEET
EROSION CONTROL PLAN c 4~ ¦
OF SHEETS

1
2 3
4
5 5 Fi 5 6
MIN 7
1.5 Fi 1800 CU FT/ACRE
12" MIN. 5 FT 8 _ - - - - - TOP ELEVATION OF STORMWATER
1. USE FOR DRAINAGE AREAS ti's MAX NOT EXCEEDING 5 (FIVE) ACRE . STANDARD META g
o p L POSTS 2'-0' IN GROUND D.5'-,' ROUND X57 WASHED ;
2. EARTH BERM SHALL BE STABILIZED w/ SEEDING ACCORDING TO TRIANGLE SPECIFICATIONS. DESIGN OF SPI LWAYS STONE • MAX. < e' YAx. 1 vAtaAet.E As aRECrm
FC.L'T' wL:INIi ~"1 3. USE CLEAN COMPACTOR FILL MATERIAL FOR ~k~5~ ~E~'fIUN FABRIC HAROWARD WIRE _ THE ENaNEER ~%i:iiliVG ~LuPE ~ f~~ ui tRAINAGE AREA WEIR LENGTH 1
EARTH BERM. EXTENDS TO A (ACRES) 1 n n ~
TOP OF BOX DESIGN OVERFILL 8" SETTLED FOR SETTLEMENT 2 4.0 CLASS 1 RIP-RAP wN. to c~ 6.0 FILTER FABRIC
TOP 21' 4 8.0 VARI S ~ w~ES YIN, t2-t/2 OA 10.0 ~ERA4DY4TE
MIN ~ 1' FREEBOARD - ~ ~ tXYo~. 1 1 5 12.0 F
DIMENSIONS SHOWN ARE MINIMUM ~ SID- E VIEW
1.5 FT CY° 10 FT MIN ~ , . ~ - EXISTING SLOPES
0 2:1 SIDE $ 5 FT I - ~ oo g, °~o° ~ SLOPE MAX ~ $ GRADE ~.QIE; ~
MAX FlLL ° ~ °F~`~"'~ o~ ~ o ~0~ f - $ o HEIGHT & WIDTH DETERMINED BY
FlLTER o~~~p 1:1 SIDE SLOPE `~a O FABRIC ~ ~ e O VARIES EXISTING TOPOGRAPHY AND SEDIMENT STORAG
d ~ o E REQUIRED.
3 FT GROUND o MIN / ~ 0 KEY RIP RAP INiO THE DAM FR NT VI W FOR STABILIUT
- ^ o 1FdtLylf~1 0 6"-1' ION. rn
QJC>7j~.o00(b 0 0. MAINTENANCE ~ - ~ EIR ~
NSPECT TEMPORARI' SEDMENi TRN~S AFTER EACH PERgp OF SIGNIFIGNf RNNFNI REMOVE SFDIMEM MID RESTORE TRAP TO ft5 ORIgNN. ~s; :a. KEYED srE~ ~ c :~}Q... .,,t„ RIP RAP ~"`•igt"~4 Q.:Cf~,•;i~' - 1~ wDVEN WRE FABRIC •4 +/~6s~m.+ 50.T TENCE GEOTENRLE F
gMENSgNS M41EN THE SEDIAEM HAS ACCUMIgATED TO ONE-HUf THE DESIGN DEPTH OF THE TRAP. PLACE 1NE SEDIAENf THAT IS REMOVED kl A DESICHATED DISPOSAL AREA AND REPLACE THE COHTAMMNTED PART of nIE cRAVa fACWG. ~ SJ WASH -USE SILT FENCE ONLY WHEN DRAeMOE AREA ABC
ED STONE PLACED TO A REVISIONS CHECK THE STRUCTURE FOR DMMADE FROM EROSION 011 PWING. PE18001f•ALLY CHECK THE pEpFl{ OF ~ SPKLYGAY TO ENSURER 5 A WNIWM HEIGHT OF 12"-18" MIN. ABO ' AREAS OFT CONCt7RRA4 ACRE AND NEVER W 4 ~ ~ /S7 WASHED STONE TED ~qe r
OF 1.5 FT BELOW THE lAW POM OF THE EM&N01EM. WEDLATaY FILL NP! SETTLEMENT OF THE EIBIMIK1EHf TO SIKAiILY ABOVE DESIGN TOP OF BOX ~ DATE DESCRIPTION p~pE, ,wy gp ~ D~PIAf:FD FROIA ~ SPILLWAY MUST REVISIONS n rv FN.L SLOPE FROM-~ - -END of SILT FENCE NEEDS TO BE TIMtl1ED ~ N
~ R~ IMMEOLATEIY• DATE DESCRIPTION STN3IUZE THE EM84N!(AENT MD ALL gSNRBED AREAS ABOVE THE SEgIQIT POOL NID DOWNSTREAM FROM 1NE 1RAP IMIIEDNTELY AFTER R CONSTRUCTION NT1H SEEDING. ~4r ' ~ ` ~RE~Aet OF SILT REVISIONS n ~z No. ST wiAn(1511E~p'S~
DA DA oRADE RIPTi ~'~GR WHEN slLr i
Tom N01 t0 rb NOTE EXISTING SL REVISIONS CAT~g1 W ~ '~pN Y.H.D QP - Q 6' YIN. {y~ A ~ ADD SPNIWAY CIKRr G,µA E DATE DESCRIPTION Y Z
GRAVE L&RIP RAP BASIN OUT LET 3A S N OVER SKIRT o -TEP SFQUEN 0 o E
STAN DAR D CA TCH B BAST NY ARD INL ET P ROT ECTI ON ANCNOR SKIRT As aRECrED Br ENpNEEp .
14 4' x • CH SIDE ~o
EC vi K w D ~Z~.
50' MIN. NOTES: aMTtE ~,0~ BUT SUFFICIENT TO KEEP BED F 6 S'
1. PUT SILT FENCE OR TREE PROIECTIOra FENCE UP SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE. IS USED. rA N D ~ A R D r m E MP 0 R AR m ~ " Y
SI LT F E N C E r ~ W~ YIN Y MIN 1
' 2. IF CONSTRUCTION ON THE SITES ARE • , SUCH THAT GOYPACTEO
" ' 2~_3~; ° . ' ~ . THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- STONE TO BE USED LNG OVER THE STONE, THEN THE TIR ES OF THE EXISTING ~`•'I''~'.~,(SURGE STONE OR RAILROAD:?,. 25 OR WIDTH OF VEHICLES MUST BE WASHED BEFORE EWTERING THE - ~ 8' YA)L
" PROPOSED STREET, ROADWAY ,,•BALLAST):•;,,,,,~,~ PUBLIC ROAD. WHICHEVER IS STEEP CUT OR FILL SLOPE I~ ~ vARtA~E As aRECtED 1HE ENaNEER
GREATER, ~'.R 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS - - - - ' - ~ WAR+Wrrc sww
+;i~„..,.;: ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCUUlY ~ L
RESPONSIBLE PERSON AS INDICATED ON THE FINANCW. W1tE ATTACHED ~A POST IN MIDDLE RESPONSIBILITY FORM. ~ P~OS~TS WITH LENGTHS of OPENR~G MIN. tD cA L i 2:1 SLOPE MAX uNE tMRES - _L
HORIZONTAL METAL POST L - L rE
WIRED sECURar ro VERrTICAI SED~IENi ~ PosTs - STABI i L L - L
PLAN AFFLE INSTALL arlnnl - ST p 1 ROSS SF(`T,iN rp,,, UzTEMPE oRw~DnERSaNa+ L _
aASS RIP NErnNEO°~0H caNnroL L L ~ L i ;r ~
- _
r>~s w RESISTANT f ~ _ Narr _ ~rmN
35' MIN. 15' M NEW CONSTRUCTION 1' DRNE STEEL FENCE POST AT LEAST 18' IHfO FABRIC CUT AND FT7lDED EXISTING ROADWAY IN >olrD oRaL~IO OVER THE HORIZONTAL 0~ IOLDED f roLY e+R,vc"°E FABRIC 1
FENCE POSE POST IIORQONTN. 2. WOOD POSTS ARE NOT ACCEPTABLE UPSLOPE TO - ¶ E POSITIVE GRADE 1.0% MAX srEEL POST FR~NT ~ W _
I 1 D..~ SiYW:i. Ai1M'. TL ATTACH F'ABW; 1 wARNxtc 91GN ~
6" MIN. ~ ` 12" MIN. To 'Hoc WIRE" PERSPECTIVE VI W H0R110NfAL P0~ ` • . ' ' ' • ' : : , • 4 BAFFLE SPACED AS PER APP ' ROVED PLMI. FENCE AND FABRIC SIDE SLOPES ~ oRANDE, uv RESISSrANr, 40°--__
TOP OF BAFFLE BURIED NI HIGHER n+M1 TNE~BOTTOM t~• 2 : 1 (MAX.) ~r P P"a"ar ~ Te"suE sr~NCrN, queTNee. \ ~ io BARRIOADE FA9tIC (7YpK•,,11) i y~Fi
THE sPILLwAY N A~NCARO \ ~ M rnEEPROTECn
FABRIC UNDER STONE QOM a' BAFFLE IN TRENCH AND TRENCH e'~8' TRENCH, FlUED WRH SOIL AND BACKFlILED AND I ~ ON AREA FE \ ~ D 18" ~ y 9
REVISIONS COMPACTED Cq,Ip,~ DATE DESCRIPTION CROSS SECTION REVISIONS I \ GRADE ~ ONOiENTER '17 ~
DATE DESCRIPTION ~ \ \ \ \ NOTES: q - s~ d1
SECTION AT OP NING T REVISE BAFFLE INSTALLATION -STEP 2 E• ~ ; ~ ~ DF amAeL~ WARNING SIGN REVISIONS STEEP CUT OR FILL SLOPE wArnpu, ~~AI~ • T ESCRIPTION ~ ~ sR4L aE vuaFp AT ~Y ' Mro ~ y tidy ~r
PUCE A ~ ~MUNAI DEiAILED• i~ ~ C~ ~G'~• ~ saN Ar ucw EHD a- uraR p ,,,,N•,,,. J<-
CONSTR UCTION PLA ~ w "e°'e>;,a" "SAS Lis ~Nw ~,~'iEa:n°N ""D so' oN ~ENrER TNEREA~TER• p NE R~ - N VIEW ~iAW sECY~ELY ro ~wcE pD~is AND °cR'"~TER' °RO~E ~o LEx~ ~ ~
ENTRAN CE 7 GRA VE L RIP RAP SIDE VIE ~ PRD>E~ ~E >+a1i FABRIC. nrur ONE sA;N A~NAC CIS ANY 6E RE ~
FILTE R BA SIN 36 P1ACE A SM,N Ai EACH END OUIRFD BY CRY OF RALEICFI ~ NEAR TREE I'RO1ECAq/ AND 30' aV &SED a4 ACTUAL FE1D CDAARIOALS
DIMENSIONS ELEV DI V . ER SI ON DIT CH
EMERGENCY SPILLWAY INLET 66 247.65 DIMENSIONS ELEV 9 NOTE: F
EMER TOP OF DAM WIDTH 10 254.3 ~ SEgME~r TRAP _ _ GENCY SPILLWAY INLET 25C 248.25 ST OR TREE PROTECTION ON AND LY AR D EE pp TR DEWATERING I fj
ANTI-SEEP COLLA ~ - - TOP OF DAM WIDTH R 7 X 7 - ~ ~ 8 250.8 ~ smIMENT TRAP OT EC TIO N CO DE NCRETE TA I BLOCK L
RIP RAP DISSIPATOR PAD SEE DWG C-3 ANTI-SEEP COLLAR 5.5' X ~ l-- - - - ANTI-FLOATATION DEVICE 4'X4 X1' THICK - , ~ OISSIPATOR pAp RIP RAP DISSIPATOR PAD SEE DWG C-3 - ; 1B
„ ~ . RIP IMP ANTI-FLOATATION DEVICE _ ~ ~;1w:,~,:..... , TOP OF RISER 24 CMP 3. ' . ~ . 246.65 5X3.5 X9 THICK
° ' DISSPATOR PAD OUTLET PIPE INVERT IN 25't18"CMP 19~ 241.65 ~ TOP OF RISER 18 CMP ' ' t., ; , 'r 247.25 RP wP - ~ a ¦ ~ ~
OUTLET PIPE INVERT OUT - `'~;4.z~""~" OUTLET PIPE INVERT IN 25't25"CMP ~ ' "
, 241.4 ti~,,t,.,y ,.a•„•, 0 1 X 242.25 ~ ~ ~.,.r„ , . SEDIMENT STORAGE AREA 129 X64 XS DEEP 241.65 OUTLET PIPE INVERT OUT - 242.0 ,r' 'j ' ~ ~ ,rtr , ¦ . ~ ~ slxrloN rNRU nor, ~ b \ ~
D SEDIMENT STORAGE AREA 88'X44'X5' DEEP 242.25 "~'•~'y PERIAANENr RcP „1.:,' - a . ~ / , / • t.. 0 0 \ • ~ \
;;.t OUTLET PIPE ,1,~,', ~ PERMANENT RCP - o .
- ~ _ OUTLET PIPE EARTH DAN 11•~ "'t•. ti,:
~ ~ ` 1. LAY ONE B( ~q ~ 1. LAY ONE BLOCK ON EACH SI ' / R'f ~ - - • ~ ~.i • ' DE OF THE STRUCTURE ~ ~ ` '
- - EARTM °'N ON !TS SIDE TEMPORARY CMP RISER-PERFORITEO PLA_ N VIEW DrwNAGE. T ON !TS SIDE IN THE BOTTOM ROW TO ALLOW POOL lllllllll I i ~ o a DRAINAGE. THE FOUNDATION SHOULD B Oro •~Cb o. / s w
AT LEAST 2 TEMPORARY CMP RISER-PERFORATED DRAIN. PLAC WATER LEVEL DUPoNG STORM T~ RACK 1' MB1. FREEBp1RD TOP of aAM FLA--~ TH AT LEAST 2 INCHES E EXCAVATED ~ ~ _ sro'_ucE ""FA t' TN~CK x s' BELOW THE CREST OF THE STORM MGH MN;. ---1- Z DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST ~
WATER ltVEl OLNlAVG SroRM E EDGE D~ TRASH RACN 1' MIN. FR[EDQARD 10P a DAM AND TO AVOI THE EDGE OF THE STORM DRAIN a FOR LITERAL SUPPORT J
• ~ STORAGE ~ M IF NEEDED, f AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GNE LATERAL SUPPORT TO SUBSEQUENT 2:1 SLOPE, GRAVEL FI T
ROWS BY PL ~ ,sEawENT sraace BLOCK OPEN. ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH L ER 'A v? BLOCK OPENINGS, P R PE TIV
.;O~,p. MINAAUM SLOPES 2 1/2.1 .GRAVEL FlL 'D q,~dd, 1ER a • • y 2. CAREFULLY F VIEW z 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE NO SCALE F-
p .0 MINIMUM SLOPES 2 1 p: 1 PNNTED RED CLEANOUf MARK I EAAtN ~ - ~ q.~, ; b_ / WIRE MESH M LOCATED HALFWAY UP RISER PIPE = PNNTEO RED _ 6 BLOCK OPENI WIRE SCREEN 0 ~ Q WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL TEMPGRARY SEDIMENT ~
cxEANDLrr MARK I ANTI-SEEP COLWI LOCATED HALFWAY UP RISER PIPE . EARTH MM BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. POOL ~ ~ ~ Q U
ANR-FLOATATION DEVICE 3. USE CLEAN G - DISSPATOR PAD ANTI-FLQ1TAl10N DEVICE NVR'SEEP COW1R DIAMETER, PL c OC a 3. USE CLEAN GRAVEL, 3/4- TO i/2-INCH IN - - - - - - - DEWATERING AREAS To BE ` W DIAMETER, PLACED 2 INCHES BELOW THE TOP (cur' flLL ETC~~D SEGME?rt STORAGE ~ ,
CuP 2' z 2' MIN. ~ ~ OF THE BLOC DISSIPATOR PAD SMOOTH IT T( FLaoD sr %PE INVERT ~ T OF THE BLOCK ON A 2:1 SLOPE OR FLATTER ~ GRAOE 2oN i AND 1' MIN. ~ E PoP ~ 2 O W SMOOTH IT TO AN EVEN GRADE. DOT }~57 WASHEp ~ NEADWALL U Q ~
1RENCH W/ 1.1 SIDE SLOPE REVISIONS I _ ~ °M° 2' x 2' ?nN. CuFOFF PoP ~ STONE IS RE( PERMANENT RCP CMP OllILET PIPE TRENCH w/ 1;T MpE ~OpE STONE IS R 2' NAX, - 1 t' 2' GRAVEL +k ~P W m 6 1't'-I RAP FlLTER BERM ECOMMENDED. ~ \ ~ GESIGI~ED TO PROTECT ~N oEruL ~
DATE DESCRIPTION REVISIONS 10 88 NOTE ADDRION S.S.. TE PERMANENT RCP CMP OUTLET PpE 4 - . y 1 3' NATURAL THAT GRNN 10 ACRES ~ PIPE ervERrs v ~ (V -nr B 1 "iqw - - OROU ~ LESS. z ~ 1. -FLOW=_-~ - ND ri
4 96 ADD TABLE d NOTES G.M CROSS SECTION 10 88 NOTE ADORgN Sg, , R $IDN$ W 41 R SIGNS ~ Ii - - DAIE11SgNS ARE cuss t Rw-RAP FILTER r -
496 ADD TABLE ~ NOTES 0.W DATE ESCRIP SECTION DATE ESCRIPTION ~ Aeiac W m YMFMUY ACCEPUS~ d SEDIM _ ~ ' ' uNtESS MST sroNE ENT -~rn-m_*T•~ rmED. wtc
s~orlEHr m z > G~ngCtEAN our ~ ~ W J '-I'i j i '
RISER A B SIN 6 W SECTI N THRU gq Z
RIS ER BAST N 7 E IN FILTER AN D CULVERT PIPE LU
g ~ NO SCALE OC KA ND GR z AV EL D ROP
e' MAx. FOR REPNR OF SILT UP~REAM END OF VARM9IE AS DIRECTED BY THE ENOINETR FENCE FNLURES, USE STORM DRAIN IN LE TP RO TE CTI ON 13
No. 57 WASHED STONE, OVERFLOW FOR ANCHOR WHEN SILT ~ ~ (EXISTING PIPE GR INVERTS O A )
FENCE IS PROTECTING wARNMC SKIN CATCH BASIN. ~ L J R IP ~ R AP _ H 0 3 R S o E S H
1/3 PIPE MIN. 1a-1/2 a ~ DIAMETER ~ 0 E IN MAT Q L ERIA E L T B A SI VARI N 4 STAPLED IN 4 ABLE
MN. 10 CA. BIIOIMEOLII[ D A UNE WIRES MMES y >n ~ A: D PLaC X. DIMENSIONS E _ MP EMERGENCY SPILLW ELEV
_ _ 2. AY INLET 39 25 ^ - ~ TOP OF DAM WIDTH 10~ 4.45 '1\`
TO D BURY BOTTOM o H I 6 MIN. .-I I ANTI-SEEP COLLAR 6' ~ 259.0 ~ sEaYENr TRAP ~ E_~ I I _i l I=1 I l.= 111_ X
OPADE OF PLYWOOD _ III- I s \ =III=III= _ =1 I ` - =I I I_I I = RIP RAP DISSIPATO - - - - - I I_I I I-, I I = - I I hI I I= R PAD SEE _ ~ I.I_ i- - DWG C 3 _
~S,L~' - - ;~~~'al -r - - I - i ~ I. AN I ~ I_I I I_ - 1- I -I I - I_ TI-FLOATATIO ~ ° - I---i I I-I - I I L= I I N DEVICE - ~I-.III_ III II ~ ~ 4X4'X1' ~ s •
r- STEEL POST - - - - - I l FvFI ~ilo -I I I~I I L I 1 ~'-^I ~ ~T11~-rTl l~l I I~I 11---~---~--1 I_'_I ~ ' TOP nr DIC~e THICK , . .
-L III I i I - I L L! L=~ =1I U1- „v°"` 24" CMP 1 OF SPREADER DISS - I' OUTLET p1p 253.45 "
NIR SIGN K NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4" EXTERIOR SHALL BE PROTECTED AT THE END OF SILT FENCE GEOTEXTI E FABRIC EACH DAY IN ACCORDANCE WITH THESE PLYWOOD L E IN - PATOR i-.I I_ I I INVERT 25'f1 ~---1 I - I' I= =PAD aw 1I1 -11 OUT 8 CMPO 1X 248.45 RP I I LET BURIED 1-1I -11 PIPE INVERT OUT
DETAILS. STEEL FENCE PLYW00 6" ( SEDIMENT 248.2 t MIN. =111--I I f=111,.1 I I_-- STORAGE AREA
D INLET _PROTECTION ~ Fu SLOPE FRONT MFw POST (TYP.) X49 X5 DEEP 248.4 ~ • ' ~
UPSTREAM END OF CROSS-
STORM DRAIN OVERFLOW n GRADE SECTION . ftP d . OLRLET PPE
D I F I I I
6' MIN. COVER 11 Q - OVER SKIRT • n THE I 1 I I E PROTECITJIa AFcEA, a 10 ` - - EMT" QW
" 18" II 1 I 1/3 PIPE r! EXTEND WIRE 6" MN. INTO TRENCH DO NOT ENTER vo II D > ? R TEMPOPAW C,P INSER-MIMOQ11m
DIRECTED BY bo o D >n o WATER LEVEL DMW STORM P AN VI W TINpI Mdl 1 MOM. FIIEE9(µRp TOP or wM
WASHED STONE FILTER SIDE VIEW NOTES: WARNING SIGN DETAIL ACROSS PIPE INLET
F WWRHIND SIGNS TO DE MADE OF DUIM & W AINEIPMW #AMML LETTERS TO BE 3' HOW ASNAI , CLaftY UpWLE AND swam At DRMIp LOW P01 ` sE WENT tTORW
SIGNS 96ALL BE PLACE AT So' uvato NNTERNLS, NOTE; PLACE A SON AT EACH EM DF LNOYT net ?RoTEC110R AID to' oN CV= FIOIeA?= 10' GRAVEL FILTQ O NS BY
FOR TREE PROTECION AWS LESS THAN noo' AV Ft1MRTDR PROM E NO I= MW 0Nt SON PER PROTECTION ARFA -USE SILT FENCE ONLY WHEN DRAINAGE AREA ATTACH SONS SECURELY TO FENCE POSTS AND FAMIC 1 1 ,.,ww !f ANN. !00! 3 .aPp 2 ,p
DOES NOT EXCEED 1/4 ACRE AND NEVER IN MA6NTAW TREE PROTECTION FENCE TNROUGH(W OURAWN OF PROJECT. REVISIONS 1 HARDWARE CLOTH AREAS OF CONCENTRATED FLOW ADDITFONAL SIGNS MAY BE RE DATE OU1RE0 BY CRY OF RALEIGH MISPECnONS DEPARTMENT BISED ON ACiWL FIELD CONORON3. DESCRIPTION ' I L1 tupp wMao°mo,w,w PIPE fates SKO ~L • EAM oAm
-END Of SILT FENCE NEEDS TO BE TURNED UPHILL PLACE A S" AT EACH END OF 04W TREE PROTEC77ON AND 30' ON CEmmR n1ERFAFTER. u LI U I STONE FILTFR INLET T CTION L i LEVEL LIP A"-FLOADVION MV= An-SEEP COUAR OF SPREADER n1MO1Mw CMP r R oammn PAD
P L.A N no,a, W/ 10 MR er aP BLoPc
STANDARD TEMPORARY SILT TREE PROTECTION FENCE 1A PIPE INLET 10 88 NO,E ADOMON po"VO T Aa OW OUW ~
PROTECTION (PLYWOOD AND STONE)
12 C
LEVEL SPREADER DETAIL 4/90 ADO TABLE t MOR2 0.Y
N .T. S RISER BASIN 8 17
G
DRAWN
SKO
CHECKED
RPH
DATE 11 JUN 2003 90X
~ CD
SCALE
JOB No.
RlBPCW STORM DRAINAGE & EROSION SHEET
CONTROL DETAILS, C-3.2

1 2 3
4
5 5
6
7
8
9
r

8 2 ' -
_ 250.8 -BERM -
2.5 - 3 c 15" PROVIDE MANHO _ OPENINGS MANHOLE ST ~ RING, COVER
- - ~ ~ ` 250.8 1 ~ 1-~ 1 3 - E 4 SIDES EPS PER p & i0.8 M ~ R ETAII Ak EFER TO STAN
S~0 ' e, • • ~ FOR WALL ~4RD RTCB DET p~ & SCAB CONSTR AIL _s
I ~ : i e -i _ - - - 247.3 -P.W.E. - ~ ~ UC 3.~ _ TION -
i - 1 8 _ _ I - 250.3 -TOP ~1 OF SLAB
_ _ ~ - f _ _ ~i,_ _ 2.5 2.5 -~I - 24 t~ 9.8 -MAX, WAT
~ - _ ~ - 245.3 SHEIF ER SURFACE E LEVATION FOR 1 _
VEGETATED SHELF ~ - 242. - 1 (-I ~ ~ 0 BOTTOM 00 YR STORM
_ - - - _ - - - ~ ~ - C ' ~ 248.7 ~ -TEMPO ~ , ~ . RARY STORgGE "
= - - , i - OMPACTED STRUCTURA! - - - I _ - _ _ - - I ~ MATERIAL . OF 1 RAINFq(,L 42" RC - EVENT a
-iii--iii-iii-i i ~-iii-i ~ i-i i i-iii-i ' ~ ~ ~
_ - 247,3 _ p m • 5' 0• ~ ~ ERMANE ' NT WATER
SECTION THR OUGH PON D 1 • . ~ ELEVATION
' 'a.
B NOT TO SCALE
, . 0
a .,a
~ ~
I
I I I I Aq
i' w ANCHOR MIN. (TYp~ a AA
TO BASE SECURELY ) I I I wAlts
KEYSTONE RETAINING I II ' a 8" pl PIP I .I., W E
WALL I I .I /VALVE ASS I I 242.0 I EMBLY
10' fi . POND $0~
~.:II.~ " . 242.0
. .
3 254.3 -BERM .M
i - - • / f . • • d'
250.0 -P.W.E. ~ ~ ' ANCHOR t0 Q1SE SECURE
I- 1 WALLS lY
- i - - _ 2.25 I CONCRETE @AS
_ _ 248.0 -VEGETATED - - - I SHELF - - 1 S E. . E D M T IN. OP C 1 THI
~ _ - - C Z AT CK C H B I N 2 5
I ~ ~ ---i - C
VEGETATED H -J I l SELF -I
(TYP.) - j ~ - - _ -I COMPACTED STR - UCTURAL -I
- - 241.2 - BOTTOM - ~ MATERAL _ _____.I i~,~~~~~~~~o~~~,,w 2~~,,
ESN CARP 1, i~
I - PRO -"~`'-.r ~E ~pE MANHOL ~ 9 9'
~ - - ~ 15~ OPENINGS MANN E RING, E ALL 4 SI a.E STEPS pER COVER ~ DES DETAIL
Mq ~ REFER TO STAN k S FOR W DARD RTCB .
SECTION THROUGH P OND 2 e. ALL ~ OE1 Q SLAe AIL AF . • • CONSTRUCTION 9 •.•H~ ~•r ~
3. . _ lQ NEE . ~ 253.9 - ......••"1L r .
NOT TO SCALE tOP OF SLAB 'b ND
_ 253,3 _ MAX. r W ATER SURFACE
ELEVATION FOR -
• 100 YR STORM ' ~ ~ ~ ~ 252.3 _
MANHOLE LID ORARY STORA
42" RCP ` ~ - NFAI,I EVENT
- 250.8 -TOP OF BERM (60" RCP '.a ' R /86) ~ , " - 250.0 - P
M'~Y 249.8 -TOP 7 O ERMANENT yyq TER ELEVATION
S~OA f 3'1 'a.
,
2" PVC D RAWOOWN PIPE.
EXTEND 8" BELOW PERMANENT WATER ELEV. A.
247.3 - P.W.E.-
" . • .
~ SLOP E 6.1
I ' I
I I
I 1' MI ANCH N. Z OR BASE SECURELY (TYPIC,r,~) ~
I I I TO WALLS Q. g
S~OA F II ~ • a• I~ DI PIPS y I II 241.20 6B I . w/ w~yE asSE V)
I 241.56 g I• MBLY 5 POND
. , I BOTTOM • • ~ ' f . 241 W a ~ ~ .J •Z q
1.0' " r • ~ ~ ~ _g
__L_
242.0 - 80TTOM " . '•a • ,
T~ I ANCHOR V ~ L O EASE SECURE W ~ ~m
TO WALLS LY Z Z i
6F~,
JUNCTION OX - - B 25A DRAW DOWN BOX CONCRETE 9~1SE. M R IN. 1' Tl~lc AIS K
EDTPrT~ Q tr ar , , ~I I W V
E NOT TO SCALE 66 ~G
e
s
MANHOLE FRAME do ~ COVER W/ RISER
MANHOLE UD J O TOP - 26a.3t ~
254.3 -TOP OF BERM PHALT SURFACE
~ ~NNOIE C FRS ~ OVEp W/ RISEk
'~k 253,2 -TOP SHOP . ,
f 3.>' AS>~HALT SURF ACE
3" PVC DRAWOOWN PIPE. ~ • ,
EXTEND 8" BELOW PERMANENT ~
wAt~a Fi Fv
WATER ELEVATION zw 30 + ADO 6" DEEP GROUT TO
SLOPE 6;1 250.0 - P.W.E.- BOTTOM OF ' R BOX AFTER ' ~ • • I
c ESTRICTOR PLATE HAS y o BEEN INSTALLED '
1.00' •
. • ~4 PRE CAST CONCRETE SPUTTER Box
STEEL STEP 48' 00 RCP OFF-SITE
S~Op f Z1 10- m'P• OF 6) OUTFLOW PIPE 54 • 1,OS
261.23 . WATER ELEVATION (INLET MOM CA 37 2.50 2.50'
48„ RCP o 1,0Z
F 1.4' ~ i ° (OUTLET TO
Cl 042) R • NS
241.2 -BOTTOM b Y: 41r M • STEL up
(Ouluff To o (tYP. OF 6) (W% cc)) 8K
T 21 JEL
J hii I' Dw
JUNCTION BOX 6 - 3 (DRAW-DOWN 80X 5x5 RESTRICTO R PLATE
285.22
NOT TO SCALE
BOTTOM - 254.72 ' 258,42
' . ' ; ' . , 255.22
48 RCP ON-SITE OUTFLOW PIPE W •
/ 5'x5, RESTRICTOR PLATE (ORIFICE . ' ' . DIAMETER - 26 '
1.00' 3,00 6.00'
r 3.00 1,00' 12.00
1.00' 6.00'
1.00'
G SPUTTER BOX #38 DRAWN
SCALE: 1 a 3~8r
CHECKED
RPH
DATE
08 JUN 03 MVQ f~yEyy)
SCALE
JOB STORh~~
g6pCW
SHEET
CONTR
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~ j ~ i - ~ i ~ , ~ \ ~ ~ -z ~ W
y 5 i l ~ ~ Z 0 ~ { ~ ~ 1 ~ ~
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~ ~ J r s ~ t/ ~ ~ ~ ~ _ - i ~ ~ ~ ELI ITS Of EXIS . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ! FOREST D VEG A ~ ' ~ ~ ~
~ / ~ ~ ~ ~ TION TO RE AIN 1 v, i ~ . ~ ~ - ~ ~ ~ 5 ~ 1 ARTER C~NSTR CTION N ~ ~ ~
~
~C \ _ _ , . _ r , / - , ~ ~ ~ ~ A 1
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I I 11 1' 1 v v v y. PoNa' # 1
1 1 1 \ REVISIONS BY
I ~ ' Imo. \ \ ~ \ \ \ \
~ 2 54 25 0 -
2 S ~ 8
2 6 2
+ A + A
.LL - \ cT I l _ A
31
262
5
m D~ 1 DRAWN DLH
CHECKED
d RPH
NORTH N E 08 AUG 2003
SCALE
0 , 20 40 P 20
60 JOB No
" - RIBPCW
J, SCALE IN FEET
L a- SHEET
ENLARGED POND PLANS ¦

1 2 3 4 5 6 7
8 g
0
X ICS-6 ti
r ' LJR-2
SEASONAL COLOR o
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~i~
i I M ~ 0.77' i ~ c .OR~rTt01V"PARKWAY ~ ~ W
TD-1 LS-3 TD-4 s- TD-3 - _ ROPOSED CnnBP-OR~T-fOnf~ L LS 3 TD 1 y i ~Z ~ o ~
- TRACT ID SIGN PLANTINGS - - c ~ a~
- - ~
sca~: ~ -20 _ n. 1 f N/F PEGGY W. JOHNSTON ANDS ~ I No o`o
JAMES MARION WILBURN/ - • • • 1'r• A ~Z~n E APPROXIMATE LIMITS OF ~ _
6.77 , ~ ~.T.v~ I EXISTING WOODED ~ EXIST. FORESTED VEGETATION ~y o ~ ao op a
JCP-46 ~ BN-2 I ~ - ~ ~ =s % AREA REMA J TREE PROTE TION TO REMAIN (TYP,) M of of .r FENCE ' 1
~ h I ~ J ~ ~ ~ LI-3 I . ~ ~ ~ 20 ~ r
1 v N F HEDINGHAM PROPERTIES LLC
EP-45 B ~ R 0 F CE / ' ~ I ZONED: I-1
~ ~ 5' O.C. ~ / , ARF-5 ~ USE: VACANT
QPA-6 LI-3 \ I
~ 18 O QL-9 / !TM ~ ~
~ JE-280 SV-438 ;
CJ-42 ~ ' AR-3 i PC-496 ~
a~ I ~ i j - \
i i / \ ~
~ GRASS ALL DISTURBED I I
AREAS ~ ~ ~
~ 1 i~ ~ ~ i
PROVIDE 4' DIAMETER BY 3" DEEP MULCH RING ~ ~ ~ I
AROUND ALL TREES IN a AR-i
LAWN AREAS ~ JUN-16 „ I „aaun~n+~n,ap
PK- 7 . ~ ~ S. ~ /j 1 ~ ,a pl1D
QPA- \ ~ ~ ~ 9A ys
~ CD- ~ ~ 4 I n ~ W A = r X ~ % > X~ M ~Ly? 31
~ / II ~ n ~
I I y. Z: ~
I l i 3 . d 1. ~ u AR-1 / ~ y
C ~ T ~ - .~UPERLE~J I ER X292 ~ 25 W P ~a . ' r / ~ ~~4 11111111 /1NN1r~
vJ-to \ ~ cD-1 C-192-EGL-OL f I , • ~ 11 SEED ALL SLOPES ON DETENTION 11 ' ' ' ' ' ' ' ' / ~ PONDS THAT EXCEED 2.5:1 WITH ~J
s II 20 ~ ~ ~ ~ WEEPING LOVE GRASS. REFER TO
203,942 S.F. _ it ' ' • ' ' ' ' ' GRADING PLAN FOR CONTOURS JUN-24 • • ' ' ' ' • '
N F PEGGY W. JOHNSTON AND ~I F.F.E. - 2720 LJ % / • AREA BELOW LEVEL SPREADER (MIN. 50'
/ ( 1 JAMES MARION WILBURN y •i AR-1 << JE-318 LONG x 23' WIDE TO BE SEEDED W
~ ZONED: I-1 C.U.D. USE: VACANT rr SV-307 ) / ~~J,. ~ • • WEEPING LOVE GRASS TO PROVIDE THICK
. ~ \ s 4 r, - ' PC-285 GROUND COVER• OAK AND MAPLE
o ,Q PROVIDE 3" DEEP ICR-10 ~ SAPLINGS (18" TALL) SHALL BE ADDED : ' ' \ AS REQUIRED TO PROVIDE DENSE
1 PINE STRAW MULCH ~ + r/ _ - 1~ FORESTED VEGETATION. ~ /
IN ALL SHRUB BEDS ~ ~ } PK-3 ~ AND GROUPINGS I I ~ JCD-30 PK-3 1 (10 ON CENTER)
QPA-4 . ,~.T,, .f~.. JCD-30 l \
1 CD-2 i f ~ n STORMWATER POND \ \
1 VJ-.12 I ; j ~ ~ \ \ LT-8 I ~ ~
4 . . Il 1 EP-15 J r~ ~ . .
KP-4 ~ ~ ~ I t PA-5 8 /
't , ~ KP-5 • ~ LANDSCAPE RE UIREMENTS
_ - - LS-3 LS-1 LS-1 - ~ - - ~ ~4.' ~ ~ Q AR-1 ~
TPY ~ 2 CC-18 LS-1 / - - - B
ICC-1 C-18 LS-1 LS-1 LS-~- LI-2 ICC-18 ICC-18 CC-18 ~ I~ ~ AR_ STREETfARD/ SHOD REQUIREMENTS - a LS-1 ~
QPA1-1 I ~ ~ D } ~ } I -16 I CD-3 CORPORATION PARKWAY: 945 L.F. N ICC it
LR-30 ` ~-2 ~ a ~ ~ ` . ~ a ~ T I-2 6 TREE DIA. PER 50 LF REQUIRED ~ LS-2 VJ-7 945 L.F./50x6 -114" TOTAL TREE CALIPER REQUIRED (f) W
QL-4 i ~ i r CF-3 _ ~ + • o- + a o- a PROPOSED PT-5 EXISTING TREES EXCEED REQUIREMENTS FOR TOTAL CALIPER Z ~
MC-12 -,,3 . • VJ-12 ¢ + ~ + } • CC-23 ICC-18 5 TREES PROVIDED TO MEET MIN. SPACING REQUIREMENTS RErAI~ ~ a PROP JF-7 0 W
QPA-3 a a _ 12,000 SF OSED ~ ~ } } • • 8 OFFICE CD-3 NEW HOPE ROAD: 398 L.F. a U W ~ } OC Z
~ JF-8 a a o- a ' S8 ~ a a ~ • } 9,600 SF 6 TREE DIA. PER 50 LF REQUIRED Z LI-2 VJ-7 ~ ~ W W Z
1 3 4' 4 LT-1 QPA- + QPA-13 ICC-120 QPA-13 26 398 L.F.~50x6" = 48 TOTAL TREE CALIPER REQUIRED 3~ ~ QPA-12 14 ~ W 3.5 TREES PROVIDED ~ p
? CF- ZV-1 ~ P LT-2 Z Q ~m - / - _ _ V W H ICC-12 ICC-1 - _ _ _ NEW BERN AVE: 255 L.F. (SHOD 3 PLANTING) Z
F JUN-20 N_1 + ICC-12 ~ 62 ( - - PT-2. V 10 SHADE TREES N R Y
47 VJ-6 CC + JUN-20 ~ cc - ' a a 2 ~ & 6 U DE STOR TREES/100 LF REQUIRED Z ~ ~ W ~ a e +,~,Y~, 32 SHRUBS PER 100 LF REQUIRED ~ W W Z
32 CC + I LT-1 33 CC 68 ZV-1 I-3 LI-1 255 L.F./100x10 = 26 SHADE TREES REQ D. a, m ~W 68 58 t LI-2 CC-3 255 L.F. 100x6 = 15 UNDERST RY W / 0 TREES REO D. ~ Z >
+ JF- 48 66 + 68 33 _ JUN-~ ICC-18 ZV-5 ~ JF-8 _ m ll~ ~0 255 L.F./100x32 - 82 SHRUBS REQ'D ~ W
r ~ 68 • 34 CC ~I 1 } a QP-2 .0~ cc' + + } W W J I 1g NEW BERN AVE. 546 L.F. (SHOD 4 PLANITNG) Z =
vJ-12 = + cc AR-1 3 SHADE TREES & 4 UNDERSTORY TREES/100 LF REQUIRED W Z ~ +
cF- + / _ + • ~ + 50 SHRUBS PER 100 LF REQUIRED O
JF 6 + 28 T ~ 546L.F./100x3= 17 SHADE TREES REQ'D. Z /i 19.4' ~ RASS 546L.F./100x4= 22 UNDERSTORY TREES REQ'D. W ~
ICR-23 N_1 ZV-i + PK-4 ~ ~ 62 31 + TRIP PT-2 CARL R. GUTTMAN 546L.F./t00x50= 273 SHRUBS REQ'D p
JUN-2 JUN-2 + GRASS ZV-1 RASS / I BT-12 QPA-9 STRIP UN-2 TRIP - ~ vJ-7 v LOSS ZONED: I-1
SEASONAL + 44 JF-8 USE: COMMERCIAL NEW BERN AVE: 354 L.F• (SHOD 4 PLANITNG) Q 'RIP t 31 23 CD-3 3 SHADE TREES & 4 UNDERSTORY TREES/100 LF REQUIRED
~~ti~,~a~G~ ~ I + - 50 SHR P ~_I CC 3 LT-2 UBS ER 100 LF REQUIRED
QPA1-5 ~ 354L.F./100x3= 11 SHADE TREES REQ'D. UN-20 cc i PT-3 354L.F./100x4= 15 UNDERSTORY TREES REQ'D.
E + VJ-7 354L.F,/100x50= 177 SHRUBS REQ'D
+ •
4 LS-1 + ` JF-9 TRANSmONAL PROTECTNE YARD ~1
LS-5 LS-1 ~ ' + ICR-9 + + QP-2 582 LINEAR FEET (1 /2 TYPE D TPY, 18' AVERAGE WIDTH)
ICR-9 2.5 TREES & 15 SHRUBS/100 L.F. REQUIRED ~ 15 TREES 87 SHRUBS REQUIRED/ PROVIDED
I ~ ~ + LS-1 _
LS-1 7 ~ T C Ls-1 Ls-1 Ls-t ~ AR-1 -1 = ~ = TRANSITIONAL PROTECTIVE YARD ~2
_ ~ T • ICR- _ \ ICR-9 ICR-9 ICR-9 AR ICR-9 ICR-9 190 LINEAR FEET (TYPE D TPY, 35' AVERAGE WIDTH)
+ LI-2 LI-1 M BN-1 4 TREES & 19 SHRUBS/100 L.F. REQUIRED
~ ~ ff ~I~ LI-2 I 2 ~ CC-3 8 TREES & 36 SHRUBS PROVIDED } } + } ~
fi~ ~ ~ TRI-ARC FOOD SYSTEMS VSA SCREENING
- - - 'l _
BN-2 ZONED: 1-1 CORPORATION PARKWAY
- - - - - - - - - - - USE: COMMERCIAL 1 SHRUB 6LF OF VSA WITHIN 50' OF RIGHT OF WAY
* AR-3 ANGLES RESTAURANT 270 L.F 6 = 45 SHRUBS REQUIRED/PROVIDED BOJ
I PC-3 + + SP-41-02 NEW BERN AVENUE
1 SHRUB /61-F OF VSA WITHIN 50' OF RIGHT OF WAY 1 I AR-8 REVISIONS BY
VJ-23 CD-94 GRASS- I J GRASS 1-I-1 BN-3 AR-3 182 L.F 6 = 30 SHRUBS REQUIRED/PROVIDED 36 LI-1 PL-18 14 APR 2003
i PL-14 I PL-16 GRASS + VJ-35 V.S.A.: 604,860 S.F. (DEEM CNL) 8K~
QPA1-8 PC-3 v v ~ i 1 TREE/2000 SF & 1 SHRUB/500 SF REQ D 11 JUN 2003
i ----GRASS UN-18 _ -18 -18 - - - - JUN-18 BT-6 604,860 S.F. /2000 = 303 TREES REQUIRED (90% CD) DLH
+ I i I LT-1 604,860 S.F./500 = 1,210 SHRUBS REQUIRED lT-1 GRASS I c JUL 2003
F BT-6 N-4 JUN-18 C 100 UNDERSTORY TREES ALLOWED FOR VSA REQUIREMENTS IN LIEU OF CREDIT FOR EXISTING (PERMTS) SKO
PK-3 LT-1 PROPOSED i PK-3 TREES ALONG STREAM PER AGREEMENT WITH THE RETAIL a CITY OF RALEIGH ZONING/INSPECTIONS DEPT. 29 JUL 2003
a TRACT ID ICR-10 PROPOSED a 41 6,200 SIF 2' WIDE GRAS RIP (EXPRESS REVEW) $I(O
+ SIGN RETAIL 41 T-1 37 1 v i PROPOSED (TYPICAL RETAIL AR-1 NOTE: 08 AUG 2003
SEASONAL I 11,025 SF COLOR PT-3 J P 7 2 ~ 2 C 1 11,225 SF SEASON L CDLHI OLOR (DWO REVEWI
~o ,;r~, r~ •'I;;~`','~ 1. REFER TO DRAWING NO. C_7.1 FOR LANDSCAPE PLANT LIST AND DETAILS.
I
l~ + + + 2. ALL ABOVE GROUND UTILITIES SHALL BE SCREENED
aasn FROM RIGHT OF WAY AND ADJACENT PROPERTY.
-1-- 107 y
J " 0
LR-88
EP-115 LR-158 QPA-6 KP1-4 CC1-3 GRAS
QPA1-2 KP1-4 QPA1-3 CC1-3 CC1-2 AR1-3 J KP1-3
CC1-3 PT1-2 KP1-4 PT1-2 QPA1-4 CC1-4 CC1-3
QP1-2 CC1-3 QP1-2 KP1-3 CC1-3 QP-6 QPA1-5 DRAWN
KP1-4 AR-4 CC1-3 EP-89 KO CHECKED
i EP1-41 QP1-3 GPW/RPH
LR1-41
cc 1-3 NEW BERN AVE. U.S. HIGHWAY 6 NORTH DATE 31 MAR 2003
G SCALE 1f,601
546 L.F. 25' AV. WIDTH SHOD 4 PLANTINGS 255 L.F. 50' AV. WIDTH SHOD 3 PLANTINGS ''INGS 354 L.F. 25' AV. WIDTH SHOD 4 PLANTINGS 0 60 120 180 JOB No. RIBPCW
EXCLUDING DRIVE (EXCLUDING DRIVE)
SCALE IN FEET SHEET
LANDSCAPE PLAN. c 7
OF SHEETS

1 2 3 4
5 5 6
7
8
9 NOT ~S.
1 • ALL PLANTS MUST BE HEALTHY, VIGOROU PESTS AND DISEASE. S MATERIAL, FREE OF
++L~ ~'Lr+Nl~5 MUST dE CONTAINER GROWN 0
A LAPPED AS INDICATED IN THE PLANT LI R BALLED AND BUR Z 3. ALL TREES MUST BE STR ST. ~ F,.,
MEET ALL RE AIGHT TRUNKED AND FULL HEADED Y Q ._.I QUIREMENTS SPEGFlED. AND
eo TA ~ 4. NI ~ ALL P CAI CANTS L ARE NA SUBJE M E Q CT TO THE APP CO RovAL M M OF TH ON
IANDSCAPE E A ~ N ARCH T R AM C3~ I ECT Ac E BEFORE DUR er rubrum U ING, AND AFTER INSTALLATION. AR1 October Glo 0 ~ R 5. ALL TREES MUST ~ cto EM
BE GUY Acer ru ber GI AR ED 0 brum o KS R STAKED AS SHOWN October Glo Mo le DETAILS. IN THE ARF r r r m m October Glo Ma le 33 2" 10-1 '
n FI m 3 2 8&B SHOD 3 ^ 6. ALL PLANTING AREAS MUST BE COMPLET mn F m I 3.5" 14-1 ' ELY MULCHED AS C 6 B&B SHOD4 SPECIFIED. r i n n is 'F r 1 -1
7. PRIOR TO CONSTRUCTION, THE CON CC1 Cercis canodensis ' t P n F r t P n R
TRACTOR SHAL Forest Pon _ RESPONSIBLE FOR LOCATING ALL UNDERGROU L BE CD Cedrus deodora s Forest Pon Redbud ' ND UTILITIES AND CF Deodora C 30 X ~y SHALL AVOID DAMAGE TO ALL UTILIITES AND Cornus flarida der 6' min
ALL UTILITIES DURING THE SHALL AVOID DAMAGE TO Flowerin po 13 x B&B SHOD
COURSE OF THE WORK. THE wood g 8 mm B&B CONTRACTOR IS RESPO NSIBLE FOR REPAI 8
TO UTILITIES,. STRUCTURES SIT RING ANY AND ALL DAMAGE „ B&B VSA E APPURTENANCES, ETC. WHICH ~ OCCURS AS A R ESULT OF THE LANDSCAPE CONSTRU ~ '
8. THE CONTRACTOR IS RESPONSIBLE FO CTION.
R VERIFIING ALL „ , QUANTITIES SHOWN ON THESE PLANS BEFORE „ - 9. THE CONTRACTOR IS RESPONSIBL PRICING THE WORK. PK Prunus serrulata 'Kwa - '
E FOR FULLY MAINTAINING ALL nzan Kwanzan Cher o PLANTING (INCLUDING BUT NOT LIMITE PT Pinus taeda
D T0. WATERING, SPRAYING, PT1 Pinus taeda Lobloll Pine 11 2" m MULCHING, FERTILIZING, ETC.) OF THE PLATT 8 BdcB VSA ~
NG AREAS ANp LAWN L uercus laurifoha Dorlin ton Lobloll Pine 40 2 8 min g& N UNTIL THE WORK IS ACCEPTED IN TOTAL BY TH P Da ' 4 B SHOD 3 10. THE CONTRACTOR SHALL COMP E OWNER. uercus hellos rlm ton Oak 3.5 14 min B&B VSA
LETELY GUARANTEE ALL PLANT QP1 Quercus hellos Willow Oak 13 10-12 SHOD 4 MATERIAL FOR A PERIOD OF ONE 1 P 1 ~ TPY
()YEAR BEGINNING ON THE DATE Q A Quercus alustris willow Oak 0 t0_1 c OF TOTAL ACCEPTANCE. THE CONTRACTORS 7 & W HALL PROMPTLY MAKE QPA1 Quercus alustris Pm Oak 3.5 14-16 B&B ~ Z
ALL REPLACEMENTS BEFORE OR AT THE END TD T Pin. 84 SHOD 4 O PERIOD. OF THE GUARANTEE axodium distichum ~°k 2 10-12 B&B SH
1 ZV Zelkova Bald C ress 28 3, OD 3 ~ ~ 1. THE ARCHITECT SHALL APPROVE THE serrate Villa a Green g 5 14-16 B&B SHO 4 e
PLANT MATERIAL PRIOR TO IN STAKING LOCATION OF ALL villa a Green Z Ikova 2 10-12 B&B ST ETYARD x o STALLATION. 16 2 10-i ~ STREETYARD to M ~ 12. AFTER BEING DUG AT THE NURSERY SO B&B O o 0
B URCE, ALL TREES Shr LEAF SHALL IN u bs BE ACCLIMATED FOR TWO (2) WEEKS UND x ~ ^ ~
SYSTEM PRIOR TO INSTALLATION. ER A MIST T ris th n er ii 'n w
13. ANY PLANT MATERIAL WHICH DIES, TURN CJ Cle era Ja onica na ri n p M~+ S BROWN, OR Ep m r r a~ a DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE Elaea nus Pun ens Cle era 1 "
PROMPTLY REMOVED FROM THE OF THE WORK) SHALL BE P1 I n Thom Eleo nus 42 „ n A C NT ~ W SITE AND REPLACED WITH MATERIAL P n n 264 24 n TPY
OF THE SAME SPECIES, QUANTITY, AND SIZE ICC Ilex rnuta Larissa I n 18 PLANT LIST SPECIFICATIONS. AND MEETING ALL ICR Ilex cornuto Rotund ri ° Holl 41 4 n SHOD TPY
ICS Ilex crenate Stoke a Dwarf Horned Holl 527 18 °n H 14. STANDARDS SET FORTH IN "AMERICAN s n
STANDARD FOR NURSERY Sto s Ja anese Holl 158 18 VSA STOCK" REPRESENT GUIDELINE SPECIFICATI r mmuni e r ssa n VSA
CONSTITUTE MINIMUM QUALITY R ONS ONLY AND SHALL Pr r ni 6 12 EQUIREMENTS FOR PLANT MATERIAL, ri 1 4 ant ACCENT 15. ALL SHRUB, GROUND COVER AND SEASO ~ ~ 1 on q
PLANTING BEDS ARE TO BE COMPL NAL COLOR ANNUAL „ NT
ETELY COVERED WI n MULCH TO A MINIMUM DEPTH OF FOUR IN TH HARDWOOD " 16. CHES. R i u n
rum recurvifoli m " LOCATIONS OF EXISTING BURIED UTILITY I R cant PLANS ARE BASED UPON BEST AVAI L NES SHOWN ON THE R1 i u r m r ecurve Li ustrum cant
CABLE INFORMATION AND AR rvifoli m Recurve Liu 300 „ BE CONSIDERED APPROXIMATE. IT SHALL B E TO strum 18 n SHO E THE RESPONSIBILITY OF 41 24" D A
THE CONTRACTOR TO VERIFY THE LOCATIONS n H ADJACENT TO THE WORK AREA. TH OF UTILITY LINES AND PY
E CONTRACTOR IS RESPONSIBLE " FOR THE PROTECTION OF ALL UTILITY LINES "
CONSTRUCTION PERIOD. DURING THE 17. SA Gro
FE, CLEARLY MAR undco KED PEDESTRIAN vier Per To AND VEHICU en~als ALL ADJACENT PROPERTIES MUST BEM ~ ACCESS , ,
THE CONSTRUCTION PROCESS. AINTAINED THROUGHOUT ru ~ I 18. DURING THE GROWING SEASON ALL ANN „
A HEALTHY, VITAL CONDITION THROU UALS SHALL REMAIN IN 4 12 o.c.
GHO De UT TH ten E CONST tIO PERIOD. RUCTION n Po nd P x Ian is
1 g• ALL PLANT MATERIALS QUANTITIES SHOW n CONTRACTOR SHALL BE RESP~NSIRI F „ N ARE APPROXIMATE. PC Pon a eri _ f h
~ nR •~'Mp cTr~ ~J4'~?Jf~~ Ji ~ ~ci b v ~'~c eretweed 111tNIN7Nh~" r,~nTIIV(, FiEUS AT SPACING SHOWN, ahdus .
2 0, c. Q^ 20. ALL DISTURBED AREAS ARE TOR Bullrush 781 Pr I ~ ECEIVE 4" 2' o '~i' OF TOP SOIL, 745 •c• ~ Q~ MULCH, AND WATER UNTIL A HEALTHY STAND Pr I
OF GRASS IS 2 o.c. r'~'~ NDS OBTAINED. THIS IS EXCLUDING ALL LANDSCAP ~
ED ISLANDS AND = p ENTRANCE AREAS. ~
21, REFER TO WALMART SPECIFICATIO a ~ NEEDED FOR IMP NS FOR ALL INFORMATION ~ ~ X CEMENTATION OF PLANTING PLANS. o
d ~ DETENTION POND PLANTING SPECIFCATIONS ~81103~' ~ 0•y
y ,d 1. PLANTS WILL BE ~ ~-S ~ INSTALLED OVER THE SHALLOW P " W~
IN DEPTH NORM ORTIONS <6" ~„w ( AL POOL) OF THE WET POND.
7 ~ q d3 2. PLANT MATERIAL IS TO BE MAINTAINED IN
ENVIRONMENT UNTIL PLANTING. COOL, MOIST
3. LIVE PLANTS ARE TO BE INSTALLED BY HAND
PLANTING BARS (DIBBLE BARS. USING TREE
4. LIVE PLANTS ARE TO BE INSTALLED SO THAT AT (OR SLIGHTLY BELOW SOIL SU ROOT COLLAR IS
I RFACE (NOT SIGNIFICANTLY OR BELOW GRADE). ABOVE
5. PLANTING HOLE WILL BE OPENED BY TH PLAN PROPERLY PLACED VERTIC E DIBBLE BAR, PLANT EXI
( ALLY, WITH ROOT COLLAR AT APP STING GROUND ELEVATION) AND THE HOLE WILL BE CLOSE ROPRIATE
I SPACE AROUND ROOTS D COMPLETELY (NO AIR 6" 2-PLY RUBBER WITH DIBBLE BAR AND FOOT PRESS HOSE
LIRE. DOUBLE STRAND 1 6. LIVE PLANTS SHOULD NOT LEAN MOR COVERED W 2_p Y GAUGE WIRE
D E THAN t0 DEGREES FROM p~~D L RUBBER HOSE VERTICAL, ~ , ~ UORESCENT ORANGE
CUi BACK LOPE ~ WHITE FLAGGING (TYP. 7. ALL ROOT PARTS MUST BE IN GROUND. TO PROVIDE ~ ~
~ THE Q A FLAT SU 'ACE E WRAP
e• PROPAGULES (DORMANT RHIZOMES, ETC, WILL FOR PLANTIIG ~~~~~~1
BEP Z HAND 1 2 INTO 501E SUR ) CANTED BY 4 INCHES MULCH FACE WITH VEGETATIVE PORTIONS OR 1 4 INCH DEEP a BUDS) FACING UPWARDS. ( SAUCER "J J
Z 8' STEEL TEE POST
~ ~ ti7 9. PLANTING WILL NOT OCCUR WHEN SOIL C ONDITIONS ARE NOT a BACKFlLL MIX
CONDUCIVE TO PROPER INSTALLATION (E.G. FROZEN GROUND). Z
i 10. PLANTING SH OULD OC ~ UNDI O W Q CUR DURING THE PERIOD FROM MARCH ~T~a STURBED SUBSOIL
I 1ST THROUGH APRIL 30TH. ~ ' ~ ~ U
REMOVE BURLAP ~ Wa FROM TOP 1/3 OF TH PE
E BALL O ~ NOTE: SEE WVDSCAPE NO ~ Q L O
TES FOR THE TYPE OF MULCH V W ~ MATERIAL T I~ 0 USE. V Z ~
• Z ~ W3
T LAWN R SE E W EDIN P GS L HA A L N L TI BE N AT T G HE O
N S OP FOLLO N. Z WING RATES: T.S. Ln
W eW PER 1000 S.F. OF LAWN AREA; Z'
3
3 LB W S. TURF TYPE FESCUE "TYPE A" Z,'
E 3 CBS. TURF TYPE FESCUE "TYPE B" W
(TWO DIFFERENT FESCUES T 0 BE SELECTED FROM , o J V
VARIETIES RECOMMENDED FOR PR 0 OJECT AREA) 0 Q
1 LB. KENTUCKY BLUE GRASS 00 G
0 0 (~0 Uee 2" x 2" x 6' hardwood ttoke
Op 0 ° 0 o wire encored In rubber hots t and ~9
0 0 o when needed or oe dlrec for ttakln9 ted by architect.
~ Use tree wrap up to first whirl of
op 0 on trees above 1-1 2" branches . o scaldin , ~ caliper to prevent
QOo ~ g
p. ~ ~ To promote aeration and percolation ' a o1 heavy eolle. plant ..!n
l+vvve existing - grade as shown. a
o~ well Backfill mixed. attar with 80x parent ma
decomposed organic m material and 20X by volume
Provide 6" minimum of backfill on each
side of rootball to promote rapid re- establishment.
Provide an earth saucer for water retention. i I
i
Minimum 4" thick diameter circle or pine straw in 5 REVISIONS
F an shown on lane, BY p 29 JUL 2003 Sco
TREE Ps N NG
I W
To promote aeration and Percolation
• heavy soil, plant rootball in grade an shown. ° existing
Provide an earth saucer for wat retention. er
Backfill with 807. parent material
decomposed organic material and 207 by volume well mixed as approved by the architect.
Provide 6" minimum of backfill on I _ each side of rootball to promote rapid reestablishment.
Provide minimum 3" thick pine straw in 5'
wide planting bade or as directed on plena. SHRUB
G PLANTING DRAWN sKo c PW
CHECKED
GPW
DATE 11 JUN 2003 (90X CD
SCALE
JOB No.
PJBPCW
SHEET
LANDSCAPE DETAILS ¦

6 ~
1 2 3 4 5 8 9
\ \ \ ~ ~ \
GENERAL NOTES v v ~ v ~ ~ ! v v y ~ ~ ~ ~
y 1\ \ \ \ ~v y v y v I v
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND \ ~ \ ~ ~ ~ ~1
SPECIFICATIONS. ~ 'v , V ~ ~ A I~~
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) ~ v~ ~ ~ v i, A \ \
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. PROVIDE DIVERSION Z I N \ ~ 1 ~ \ I \
r ~WA'_F IN~4LLY IF 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING REQUIRED .Y IF ~ i i i ~ { A ~ GRAVEL AND RIP-RAP ~ ~ \
A UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS i } 1, ~ I ~ 1 ~ \ ` MPORARY~ RStf)N _t- FILTER BASIN 5 ~ I I \ ~ 1 \ \ \ ~ ~ ! ! to r ~ ~ ~ LE ~ _ ~ i N I \ MCI
PRIOR TO BEGINNING CONSTRUCTION. I I i I - ~
4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY INSTALL SILT FENCE C~NTR~tCT S L 0 IpE \ ~ ~ ~ ~ \ 1 RAV ND RIP= ~ ~ •ENCE A DITIdNAL SONS U IONS ENTRAN S / ''J ~ EL\ NEW SILT FENCE WITH ~ / ~
K N CLOSE INC. GRAVEL & RIPRAP HORSESHOE REFER TO SHEET C-8.1 AND E ~ GRAVEL & RIPRAP FILTER BASIN ~2 FILTER BASIN ~3 8.2 FOR IMPROVEMENTS IN _ _ACROSS PIPE ONCE ONCE ~ ~ , , FILTJrR N #4 ~ TREE PROTECTION SIGNAGE / ~ ~ \ ~'.T~~ _LED AND A . COfQPORA~ION R AY ~~S \ , r\` ~ ~ ~ ~ I / ~
DISTURBED AREA = 2.4 AC DISTURBED AREA = .92 AC ~ CORPORATION PARKWAY PIPE IS INSTALLED AND 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS. ~ {,DRAINAGE AREA = 2.4 AC BACKFILL BEGINS \ , ~ DRAINAGE AREA = .92 AC CdMPLE~ED AND EXIT. ~ ~ ~ ~ ~ • (TYP CAL) ) ~ \ A NS ~ 1~ ~ / / ` / \ ! CROSS-ACCESS, DRIVE. IS EMOVf`D AS \ ` \ r'~ / ~ / ~
MIN. -VOL. = 2.4(1815) = 4,368 CF ~ MIN. VOL. _ .92 1815 = 1 670 CF 6. SEDIMENT TO BE DISP05ED OFF-SITE. ~ ~ \ ( ) , l ~ REgUIRED~,TO PREVENT\MU AND ~ ~ ~ ' ~ ~ ~ \ ~ ~ h° NEW TEMPORARY GRAVEL \ r I ~ \ ~ A
~ \ \ \ , \ USE 27'x 54'x 3' DEEP PIT USE 17 x 34 x 3' DEEP PIT ~ ~ _ _ ; / 1 + v vV A' BERM ELEVATION = 288.0 - 4.5 ~ ~ / / DEDRIS FROM BEING DE SIT ON \ / \ Il\ ~ ~ \ ~ / CONSTRUCTION ENTRANCE / \ ~ \ f r THE PUBLIG~ STREET. \ \ , - ~ ~ BEGIN AT EDGE OF EXIST. ~ ` ~ ~
l ~ ~ A VAv A V - _BERM ELEVATION - 26 / i v ~ 1 1 ` ~ ~ ~ m / ~ v v \ / l~ ~ v 1 ENT) a i A n
I ~ l \ \ - ~ I \ ~ ~ fC}t DAM ` - -~1--=. 1 / I _ /
I I v
1 V 1 FEN~~E ONCI` _ _ ~ 1 - - - _ s ~ ss _ v 1 - ~ ~ 1
I l ~ \DITCHIS RFMO U =J 1! , . _ ~ ~ ~ - ss ~ _ 6 i 0 _ - __m
. _ _ _ r ~ ~ I I j 1 ~ ~ mac. ~ I I \ ~ ~ ~ ~ } • ~ - ~ o •
~ _~>_~~r+r~ s..a • - _ .mac _ _ - = 1 _ 1 . ~
~ ___.y a:. ~ _ \ ~ ~ , 15 RCMP , i \
\ ~ I - 28o-L~"~~. 280.' X15" RCPT A I I 7 ~ i~'~~• li'~ +1\ ~ V A i v ~ ,_~0 RCS ~ ~ ) . \
NEW SILT FENCE WI H TREE ~ , f \ ;t . , ~ ~ = ~ 1 ~ ® u. ~ ,
\ \ ~ ~ 1 FRCP ~ \ ~ ® :._t. i i . , ~ _ . - ,,L;:.:ywx. . _ 7 „s.~ , + PROTECTION SIGNAGE \ \ \ y ` ' _ _ - • _ . 1 ~ - - ~ _ \ ! = ` 1 INSTALL TREE PROT CTION FEN AN I T M-~ m ~ ~ ' ~ ~ , , - - E CE D S LT FENCE WITH TREE PROTEC ION
i ~ . ~ 55 . + - \ ~ \ I SIGNAGE. CALL FOR ON-SITE INSPECTION BY ZONING INSPECTOR. ao Wo+ - ~ . ~ ~ I '
P ~ \ ~ - - ~ ~ ~ - - ~ _ ~ ~ ~ ~ e Ro i L, SEW TEMPORARY ROCK ~ \ ~ C ~ o \ ~ ~ ~ ~ .~51 k ; - c C' - ! a..,. S° ~ ~ ~ l ~ ~ ~ CHECK DAM ~ \ I~ 2. IF APPROVED, OBTAIN GRADING PERMIT. _ PORARY ROCK I ~ NEW CL. B EROSION
~ \ o _ _ _ ~ ~ ~ v v \ V ! \CONTROL STONE APRON ~ ~ ! I t ~ ~ \ \ I 3. INSTALL INITIAL EROSION CONTROL MEASURES INCLUDING GRAVEL CONST.
~ 1 ~ \ ~ \ ~ ~IN. 32'Lx12'Wx22"TH) ENTRANCES, GRAVEL AND RIP-RAP FILTER BASIN 1, 2, 3, 4 AND 5 z5° i \ ~ \ \ \ I ON `GEOTEXTILE FABRIC # # # # #
. v~--.~-- ~ I , \ ~ RISER BASIN #6,#7 AND #8, ROCK CHECK DAM, INLET PROTECTION ~ ~ --6==~ r•'\`~ 1 i T \ ~ \ ~ \ ~ \ I ~ SEDIMENT PIT, SILT FENCE AND TEMPORARY DIVERSION SWALES. INSTALL
\ . \ 1 ~ I 2 ~ ~ 1 I c,, ~PHBX 1 Ll/ ~ ~ ~ i l , y ~ \ i - Er y } / ~ ; i \ ~ i,'~ ~ • _ RISER BASIN FILTER - PERMANENT STORM DRAINAGE AS SHOWN ON DETAIL AT RISER BASIN 6, l,/ / ~v~A ~ ,r A } 1 ~ ~
~ s ,l_ ~ \ V ~ I i ~ ~ wz.,~., \ \ 7 \ ~ l / ~ _ .1 \ ~ I \ } l I \ \ \ ~ (REFER TO DETAIL FOR ~ ,AND ~8. \ ~
~ \ ~ v v v \ v .._,r.. I ~ ~ . Av i/ , i/ \ ` ~ \ \ \ \ / \ \ \ I \ 1 ELEVATIONS ON DWG. \ ~r~\ \ i ? } ~ r N 4. CALL 890-3453 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. v ~ 1 ~ \ ~ A 0 C-3.2)
_ ~ I + 59 ' \ _ - / ~ ~ ~ i ~ 1____ 1 a~ _ ~ ~ IF APPROVED, BEGIN CLEARING AND GRUBBING. . , _ ; +
~(r~, t 60 - ~ 38•• V` ~ ~ ~ ~ \ t i ~ u ~ i I i ~ ~ ~ RCP ~ ~ / ~ y. \ i i J r_ ~ Q1 \ \ 'LP a ! ='v ~ . v 5. MAINTAIN \ DEVICES AS NEEDED. GRADE SITE. INSTALL STORM DRAINAGE AS 1 W F D 01 0 LOOD HAZAR S LS \
~ \ V \ ~ \ i~ - w V~:..._-~- ~ I it I ~ I ' _ - . - . \ 1 \ a • SIT I E S BROUGHT UP TO GRADE. PROVIDE IN PR 2 LET OTECTION AS SHOWN RcA ~ I ~ BM 1988, PG 1363 12° P \ ~ \ ~ ON THE PLAN. DIVERT STORMWATER_TO PROTECTED INLETS.. FILTER. BASIN
\ \ v I I v ~ f.... ~ v w 12 1 ~ - A O ~r I i ! AV ~ `^----~90 A I ~ I ~ I ~ ~ ~0 9 IN. RCP~~ \ \ `V AV (TYP. EA. SIDE) ® 2.O .:M ~ , _ \ \ / #i,#2, AND #3 AND RISER. BASIN #8 SHALL BE REMOVED .ONCE ALL
j o ~T A \ §,r\ ~ ~ \ ~ \ I I I~ ' ' ~ ~ ' / I ~ ~ _ _ 1 - • ~ ~ - ~ \ \ / STORMWATER IS DIRECTED TO RISER BASIN 6 AND 7. RISER BASIN 8 \ - # # #
a ~ ~ ' ~ " RAVEL RIP P FILTER BASIN 1 1 I I r` ~ ~ ~ ~ 1 I ~ ~ 1 ~ ~ ~ i +,~y ~ ~6t R~ - # i l l I i A ~s ~ ~ V ~ I ~ 1 ~ ~ STURBEb AREA1- 1.25 A~ ~ , ,I I i,. ~ I ! ~ . ~ ~ ~ I ~ ~ ~ 1 V'+ \ ~ ~ \ \ \ \ i SHALL BE REMOVED ONCE STORM DRAINAGE SYSTEM TO IT IS OPERATIONAL ~ \ ~ Wc' 62 i } \ \ I ( AND STORMWATER IS DIRECTED TO PROTECTED INLETS AS ALLOWED BY
~ ' " + D, INAGE 1AREA ~ 4.19 AC \ ~ I~ I I I I i V \ ~ 1 ~ ! i . 1 ~ ? ~ ~ i PVC I IN = 265.18 j \ \ ~ 1 i "`D ~0 MAN ~ ' ' \ \ \ ~ \ t l ~ CONSERVATION INSPECTOR.
i. ~ - F ~ ~~~II ~ / ~ ~ _ A 1 ,iIi~ Till I I t 1 i ~ 12 \1 ~ 1 Mil. VOL. 1.25(1815) - `2,269 C ~ ! , ~ I ®2.OS~ M~1~, ~ NEW TEMPORAR DIVERSION \ ~ ~ A \ v v o ; 1 ~ \ ~ ~ OA . } S o 36" RCP \ \ ~ 1
~ i ~ U E 19'x 4b'x 3 ~pEEP PIT ~ ~ V \ _ 1 I , i 1 ~ ~ i ~ J I ~ / - 6$.0 { ~ ~ ~ WALE. ADJUST LOCATION AS - ~ ~ ERM ELEV TION 284.0 I 1 ' ! / ~ ~ ~ I i I i I ~ ~ y I INV = 264.9 S I I \ \ ~ ~ O \ ~ } \ ~ 6. BEGIN BUILDING CONSTRUCTION. \ ~ 60" RCP ~ \ \ ~
i I ~ I I ! l \ \ „ I I ~ ' ! ~ i A; / REQUIRED AS % ITE IS ~ i I ~ _ _ ~ \ , , I , l ~ I ~ , ~ A~ BROUGHT UPS TO GRADE i ~ u \ \ ~ ~ N N 7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH `^~~Y +,,~Pf ' a ;
~ { , ,j;_ ~ I $ ~a V EW CL. B EROSIO VEGETATION, PAVING, ETC. yep u~~.~i~r "s, ~ ~ \ \ \ ~ CONTROL STONE APRON ~~E,~.. ,<<1,~,• A., .
+ + (I v ~ ~ ~ M i i NEW SILT FENCE W T'~EE TEMPORA DNERS~ON ~ I ~ ~i~l i ~ NOTE: REFER TO STORM ~ \ ~ 11 BERM: 249.0 ~ ~ ' ' ~a;#' ~ ' ~ \ ~ \ (MIN. 40 Lx15 Wx22°TH) 8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED o. O
i~ 11`~' ~ ~ ~ f " ~ Av \ ~ i ! ' f ~ i I i ~ ~ ~ AI SH PROTECTI N SIGNAGE TYP ~ SWALE I ( DRAINAGE DET L EET ~ ) , ~ I ~ SITE 3.4 FOR PAD PREP ~ ` ON GEOTEXTILE FABRIC COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR. r V ~ ~ ~ V ` ~ •
~ I I I i I ~ A ~ ~ P;' ~ ~ TEMPORA GRAVEL = , j~ I ~ r~ ~ 7 ~ \ ' I I I l f I i I I / ~ ~ NOTES ~ ~ ~ ~ 9. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES \ V ~1 6~~ °1 ` ~ ~ VA V A.
TI NTRANCE r ) v i 1 w~i I I I~ L 1 l ! ~ ~ \ A CONST CONE ~ I ~ , ~ v ~ I ~ I , I , i i , ~ 1 / ~ - ~ ( _ / , , , ~ ~ ~ i ~ ~ ~ ~XIST. DRIVE 0 REMAIN ~ ,x~ V e ~ ~ _ ~ I 1 ~ I ~ ~ ~JNr~i rr}ACOR ri,ON \ ~ + ~ ~ ~ AND SEED OUT OR PAVE ANY BARE AREAS. ALL SEDIMENT SHALL BE ~ ~ ~ ~ ~ ` ~ • \ REMOVED FROM THE WET PONDS AND THEY SHALL BE GRADED A5 SHOWN
1, C _ - ~ ~ ,goo ! ~ ~ ~ I F ~ ~ A i i Ni0 ~ ~ ~ ~ i ~ I ~ ~ I I~ i ~ / ~ARKWAY I -.OMEN TO SERVE ~ ~ ~ AND SEEDED. •,9 •.,CIN~ r i i \ ~ ~ z ~ vv ,
i' i c i j o i' I I I i I i ~ I \ ~ I Ah~ I f ~ v ~ ~ I ~ ~ ~ 'ADJACEN PERTY + i } ~
\ r ' ~ ~ r;1 a1., , v~ A - ~ I i! I I f ~ i I I ~ r ~ 1 r..~ti ~ 1 I r ~ e ~ • . , ~ • \ \ . 10, WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL INSPECTION ~ ~ Q 7 I ~ ~ ` ~ BY CONSERVATION INSPECTOR. / NE L L ~ \
\ ~ / ~ 14 A ~ \ \ II ~ ~ i ~ I I i : x ~ / / kl ~ / } ~ ,
i r I~ ~ t ~ I Iii ! l I -r ' ~ \ i,~ I ~ ~ ~ ~ r NEW CL. 8 EROS N TOTAL DISTURBED AREA: 36.8 AC f ~ CONTROLS NE APRON
_ ~ i i i. ~ i ~i ' i t i i \ ` 15 RCP ~ i' i~ V ~ I ~ . ~ ~ I i t, I ~ I I ~ , I l ~ i I ~ ~ ~ MIN. 21'Lx12 x22'GH I i 5 ( }
~ \ : ~ ; ~ I . r , I I ~ V ~ ' ' I I ~ I ~ I I ! P ~"RC~'~~ ~-~..°"°~"~gL-~iART ~ NEW CL. B EROSION , ~ 11 Iii , I , ° ;4 i ~ I l ~ ~ i ~ ~ ~ i I I . 1 SION a; ~ I ~ ON GEOTEXTIL FABRIC
~ / ~ ° ° ~ ~ ~1PERCENTER CONTROL STONE APRON \ r ~ I m o I. 1 1 1 11 I I I I f~EMOV~ V / J I ' 1 1 I° . I - _ I - ~ m ~ i ! ll ! , l ~ I I i i ~ ~E = 2~2 0 (MIN. 20'Lx7.5'Wx22"fH) APR N ~ o ~ & l i'!. ~ 1 \ O ^ ~ _ ~ ~ ~ ~ ~ \
~r v ~ ~ i ~ I I} i ~ y ~ I," I i I I I I I~ i~ ON GEOTEXTILE FABRIC FABRIC / / ~ ; l;~•.... r ~
\ V ~ 13 i I i I~I~ ~ r V~ ~ 1 \ ~ ~ lil i I~ ~ I,~ I i ~ ~ r~~ ~ ~ , / 4 ~ .:.~~1:..... J: ~ F ~ v ~ a NEUSE BASIN NOTE
~V PROVIDE BLOCK ~ ND GRAVEL i i ~ 1, v I i t ~ v ~ 1 1 1„; I~ I I; ~ I~, + N TEMPORARY VERSION v\ ~ w ~ i~ 1 i i I 1 i I i t.~ ~ 1 ~ (VERSION . , , ~ _ _ ~ a2" RCyP ~ ~ ~ ev \ 00 ~ . ~ ' i )1 y
v ~ INLET PROTECTIO FOR A is I I i ~ ~ ~ M I ! ' V ~ i / i ~ I, I I ~ ~ ~ ~ , ~ ~ i I I ~ SW LE. ADJUST L ,CATION AS \ ; ~ INLETS UNDER C NSTRUC ION I I 1 I i ; ~ i le f I I I i I I ~ ' ~ ~ \ REO IRED AS SITE IS . CATION AS i _ i ^ of \ ~ THIS PROPERTY IS VESTED FROM THE / / ~ ~;E,-, i r a--.~- RISER BASIN FILTER 7 REQUIREMENTS OF THE NEUSE BUFFER IS
V I ill s li ~ I III III {I ~ ~ I ~ 1 HT UP TO RAE \ v 1 1 1: A ' l l l i ~ I I I I 1 I ~ BRO ~ D GRADE r oe ~ ~ ~ • ~ • ~ • ~ ~ , / ` ~ \ ti (REFER TO DETAIL FOR RULES AS INDICATED IN THE VESTED
~ v v ~ ~ ~Il l 1, ~ i \ I w i. I ~,I~ I ,r 1 i A 1 11111~,1~ l; i ~r; !,II ~ ! I / . ~ , - ~ \ \ E~.EVATIONS ON DWG. RIGHTS LETTER FROM NCDENR DATED _ \ \ \ N0. C-3,2) FEBRUARY 14, 2003.
i _ _ ,,i, y _ ~ I \ GTCN 8441N ~ I i ~ ~ \ 297.11 / ~ i I / i i I I ~ ! ~ I ~ i ~ ~ ~ I , y ~ DO NO DISTUR STREAM STREAM ,,j,•?••.• f ~ 1~ • ~ ~ v i \
our 2as.~s ' i ~ , ! , , 'III I ~ { I , AREA P ST THIS; POINT POINT as J 4;i ~ ~ ~
. Ir" - ~ ~ V ~ ~ \
~ !I ~ ~ 1~ ill h I ~ ~ ~ ~ ~ ~ a / ~ ~ A I I ,y ~ ~ ~ ~ ~ 'i I I { ~ I ~ V i ~ I 7 ~ ~ ~ ~ ~ ~ W OSION ~ i ~ ~ 1 ~ ; f , I , ! I i i v NE CL. B ER r--. i ~ ~ A A ~ I,,:, _ Il+, Il, - ~ ! ~ TROL STONE APR l 4 t ~ i i1 A A~
. t ~ a t, , \ ~ ~ ~ ~ I - ,.1 ~ J !1 . I Iii %'II II I i~ ~ ~ ~ ~ I I, \ V ~ r ~ ~ : A / i ~ I (MINM 32 Lx12bV,ti22"TH) / ~ / ~ ti ~ \ \ FINANCIALLY RESPONSIBLE PERSON/AGENT 1 • • ~ ~ / I .RcP So \ \ ~ Z
PP i ~ 1 1 A r ~ ~ ~ i ~ I 1 l~ ~ ~ 1I ) ~ ~ J ; ~ $ I ~ ' i ~ 1 I ON GE~OTEXTILE F IC r: ' 't l w ~ r r 3 ~ \ t 1 \ ~ d ~ , . r i ~ - - -
N i i 1 A 1 CUY 1 V I ~ I i~ i! GiCH 8~ i A I ~ ~ + - ~ ~ ' _ ' D ~ ~ ~ ~ _ 2A1 as ~ I 2 ~ ~ 7 roP '8~.~ ~ ~ - PRIV TE ACCESS EASEMENT - i 50 - ~ , ~ 1. Person to contact should sediment control issues arise during land-disturbing activity. (n
IN - , ; F ~ , ~ ~ ~ ~ i~v o~ 2ass5 r~ DB 4425 PG.499_ ...1 N ' 1 ' _ 1 _ _ ur 2es•2a ~ i so-, \ /r • ~ + ~ ~ 0 254 ~ , i / > _ ~ ~ ~ ~ ~ ~ ~ + ~ 19 A
~ DB 4365. PG 639 ' a > ~ ~ ; . ~ . i I ~ o , ~ y o ~ se N~ ~ Name: GUY SCOGGIN Tele hone: 865-522-7785 ~ W _ ,
` B 4515, PG f Sk + ~ f - A ; ' D 7796,E 296 " ' ' _ ~ ~ ` ~ ~ / / f ~ i 1 ~ i ~ ~ b ` _ A 1 15. R ~ 0 x a ~ ~ \ 4 0 0 U 26 \ ° ` ~ ~ • ~ ~ ~ ~ ~5' 2. Person (s) firm (s) financially responsible for the land-disturbing activity. 0 W
C..-- ~ r / ' BM~988, PG 1,509• " •Y' ~ I ~ ~ _ , ~ \ ~ ~
h / k ~ / I _ ~ ~ V A \ _ _ _ • ~ ~ _ } `v % \ COMMONWEALTH NEW BERN PARTNERS, LLP ~ Z ~ l ~ ~ 6^ ®iL MIN. i _ , 48 ~ s ~ ~ ~ ~ \ ~ W W Z Z
- i ~ Nome of Person (s) Firm (s) ~ t , i ~
~ - _ ~ l~ _ - ~ ~ ~ ~ p, ~i 6 V ~ \ 1 i.Vv ° ~ v 0 Q i ~V / ~`i 500 HENLEY STREET SUITE 200 -SAM - ~ Q ~m
1 3 r r 7p --.-1 ~ \ ~ ( I \ ~ ~V I } d i i` I ~ ~ \ Mailin Address Street Address ~ ~EraL v ~ ~ v g V ~ w~ F , ~ " BROPOSED~ \
~ ~ / \ i P ~4 I \ !I I _ `k d I ~ i ;-INV IN ° I rx~ 263.0 - --a Z ~ ~ Q.W i°n - RCA ; / OFFICE.' ~ n ~ 1 KNOXVILLE TN 37902 -SAME- CZ ±I a FF ~ ~ ~ ~ WW J
f \ 15` RCP ..i -r r -f- SW - - / 4 , o- ~ ~ I a a t E 763.0 ~ City State Zip City State Zip ~ m W= j ~ A \ ;l ~ v \ / ' W
~ . t I I A V 0' I / ~ k } v . ~ ~ > F.
~ - - ~EOP ~ R~MO ( \ ~ ~ ~ \ oe - a-- -f - ~ I 4 'i i ~ ~ 9s 90 ~ v 1 o I A NfVY TEMPORARY G V{-~ ; y~ ` ~ ' i ~ ~ ° - „ } \ 3. Appointed Agent to receive any notices, process, or le°din in °n action or le al ~ I I ( ~ ~ ' i L-~~. ~ T~ r--~ ' ..L="` C=7°~C` ' • - roceedin arisin out of an matter relatin to Ralei h Cit CodeYCha ter g W ~ W
~ , I I ~ ~ - - i ~ ~ CONS UCTION ENT i i - y? C_~ ~ TIC 3~ I f•,J/ P 9 9 Y 9 9 Y P art 10. Z ~ 3
I ~ _ ~ _ _ _ _ ' u.. I , ~ - I_ _ - 4 ' i" -38" RCP - ~ ] R - $I/ ~ e I Cp } ~ ~ b / d ~ ~ ~ W Z a , } , 11, _ _ EuzABETH w. voLrz Z O
i I ~ , / 0 30' CF ~ ~ ~ ~ k~ i (I i I ~ o i , > > - - - - `MCP E ~ I ~ ~ ~ ~ za' ~ Name of Individual Si nature of A ent ~ ~ I j , I II / ~ 23 CP ~ _ _ 15" RCP + A 9 9
/ r I ( ~ W / / 1i ! ~ o I KILPATRICK STOCKTON LLP 919-420-1700 ~
, , ' ,rJ ~c2 ! _ e 15" RcP - ~ } ~ Place of Business inside the Gty of Raleigh Business Telphone i ~ ~ ;
I I~I ~ - -Q - ~ ~ I ~ „ , / -
iI u r ~ ,.C. `t~ r .r I ~ 2so ~ ` ~ ~ ~ ' \ ~ ! r ~ ' ~ '~±SER IN" 8 ' ~ ~ - / - . - - - - z \ ~ - :ter ~ ; T _ _ _ , i ~ / J(REJ~R T ETti~ F . i r 8 ~ ~ ' J-- ~ ~ r k ~ s~ ~ ~ _ ~ _ ~ _ ~ 3737 GLENWOOD AVE, SUITE 400 RALEIGH, NC 27612 - LrL
I x.- , - ~ ~ i / ~ t ~ r , r~ A A \ ii ( C / ~ ~ ~ '°ELfVATIp(JS D ~i f tirt F . i = ~ - Address ~~;D ~r ~ ~
E I 1 ; 1 la°RCP ~ 5 / v ~ I~: I ~ s:, / I ~'I ~ / k O 1,I 11 / + i ~ NEW MPORARY DIVERSION ~ Complete the above and adhere to cover sheet of erosion control plans. This does not
/ s' i - 1` 1- a ~ ~ i ,1 w / J ~ / ) l ~ I ~ j ! / I)/ 11l ~ ~ i ~ \ SWA .ADJUST OCATION AS ( } ~ take the place of ° complete financial responsibility form. A completed form must be
--~f 1 1, t. ~ a; , ~ / I ~ ~ R UIRED AS ~ E IS }1 / filed with the Raleigh Inspections Department prior to issuance of permit, 1 26Q ~ OUGHT UPi TO DF<'~ /
z, ~ , / / ~ t~ ~ ~ i I ' i +
BENCH MARK ~ FIRE HYDRANT / ~ \ ~ _ i ;2 / r - 24' RCP ~ I NEW SILY FENCEi EE \ ~ I ~ o I ' } \ 1
TOP PAINTED FLANGE BOLT \ / $ . ~ • • ~ ` - ~ / I 1 r / / ~ \ - - ! N PROTEG'fION SIGIJ ~ (TYR) ~i - , I 1 ti I I }
ELEV=297.53 A R . ~ k . J~ / ~ / ~ ~ ~ 1 % ; ~ ~ v ~ ~ ' I `~+IESE ' OPQSED ENT ANCES ~ i NEW BENCHMARK WILL NEED ~ o \ " J - - ( ~ --ARE-170 •6 USER AS . • _ _ , i ~ i i ; SURVEY LEGEND _ -
ti - ' ~ ~ 2'~ R>rw - ~ - - _ ~ / ~ • N~1N TEM RY SILT ~ TO BE ESTABLISHED A ~ ~ ~ ` ~ _ - / \ I , ~CONSTR ION - S - . ~ u - _ _ r-- %'i: ~ F~N NG TOE= ~ ~ ~ + , : ? - J' ~ OHSUPL)-OVERHEAD SUPPORT LINE
AT ANY 01N'T flUBTNG ' - ~ ~ : ~ ~ / / - ~ , \ ~ \ '~~~~v ~ _ _ ~ /(TYP. E,<t:' SIDE / , ~ ~ _ , ~ , ~ 3 ~ i ,I ~ CONSTRU TION . . - _ - _ i P P SU SU PO.T OLE i; ~ " WM =WATER METER
- 1 ~ ~ i - \ / i I 1 _ _ vi \ " S'}"=TfiARSF•0}iFIEI~
+ ~ I Z7 V ~ ~ ~ ~ - . ~ _ _ ~i , . NEW SILT FENCE ALONG ~ ' . ~ \ ~ ~ - - _ - - _ _ _ _ s i ~ PHBX)-PHONE BOX - I. i ~ r UGFOCM)-UNDERGROUND FIBER OPTIC CABLE MARKER
, i r ;
-x BACK OF EXISTING CURB ;7 i _ - - - \ I,~ / UUYFiM UNUtKUKVUNU YHVNL MAKKtK
1 FES)-FLARED END SECTION ~I ; I I PHMH)-PHONE MANHOLE
\ \ I 18- FH)-FIRE HYDRANT 1 I I UGPHL)-UNDERGROUND PHONE LINE
C , 15° RGP' 1\ 1 r i~ • rr li \ J/ r ~f ( l 1 WV)-WATER VALVE
,R 1 EOP -EDGE OF PAVEMENT REVISIONS BY - - s i~ CMP -CORRUGATED METAL PIPE
- - - f ( ( RCP)-REINFORCED CONCRETE PIPE
4 - . - ) M 18' RCP , s 21 JUL 2008 17 ( BC)-BACK OF CURB SKO 2a RCP 15° RCP ( IPF -IRON PIPE FOUND (PERMITS)
I, ~ .,r,-----v I / e 'moo - ~ _ ! ( - IPS -IRON PIPE SET
a r - _ s{ RWMF) RIGHT OF WAY MONUMENT FOUND 29 JUL 2003 10 to OHPL)-OVERHEAD POWER LINES DLH
(EXPRESS REVIEW) LP)-LIGHT POLE
I I 20 I' I I I 15 RCP r _ n 1 1`~ ~ z ti,r _ CA F I~ f v I I I ~IIv 18' RCP SP)-SIGNAL POLE 26 JUL 2003 'o ' s' I, e I OHSL -OVERHEAD SIGNAL LINE DLH
PROVIDE ~L66K,& GRAV~I<• - / 1 I ) (EXPRESS REVEW) = oq f OHPHL) OVERHEAD PHONE LINES r 15 Rc~ OHP&PHL -OVERHEAD POWER AND PHONE LINES 08 AUG 2003
I+ I _ I I I 1 1 INLET PROTECTION-FOR- ALL I I. l t ea REFER TO SHEET C_8.5 I I I i; I I I I INLETS--UNDER v v pia A DLH
FOR IMPROVEMENTS IN r{ I I 9 CONSTRUCTiDN 6 NEW HOPE ROAD I I I I ~I ( UGWL -UNDERGROUND WATER LINE (DWO REVIEW) =1;: RCP UGGL -UNDERGROUND GAS LINE I ;I
V a 3 I 1 _ I e PROPOSED., \ I GTV)-GAS TEST VALVE 23 SEP 2003 PROPOSED ;15 t 1HICS)-HOLE IN CONCRETE SET DLH
REWIL FIFE - - ETAIL ( ( - (WAL-MART) IN CONCRETE FFE 267.0 °s°M I NSIC) NAIL ET
1 TH 277.0 ~ ~ I _ - . _ _ I 1 1 ~ - -09- -901 USE • AS CONSY UCTION PROPOSED I _1 I I f \ / EOG) IEV E SEGRAVEL 4 I CLF -CHAINLINK FENCE
•~lI - e ENTRANCE \ - - RETAIL (of / ) FFE = 271 7 I s' Pvc ®1 j WPF -WOOD PRIVACY FENCE
\ - _ ---290J \ \ \ \ 10 a Mw BW)-BARB WIRE NEW ROCK CHECK s
t ( 1~ II' WVMH)-WATER VALVE MANHOLE _ AM GP)-GATE POST
: _ UGJB -UNDERGROUND JUNCTION BOX _ „ FINAL CONSTRUCTION
}\VA~ 9A V y 6Ai---- . v v ~ _ _ ~ ~ v ~ ~ a" PVC ~ -r.o-z~• Mw. TSB TRAFFIC SIGNAL BOX \ l ENTRANCE LOCATION AFTER e' PVC ®1 70 sa 2ss I ~ ` ~ EXISTING DRIVE IS REMOVED.
\ % MIN
1-T - - G - - -
T 0 9 0 ~P PHMH f, PP 0 rt o OHP&PHL P P P
- 67 PP - - x - Yom. DRAWN
P MH 1 _ d - - _ -7 7 (3PW AM
I -w - - -
6GFOCM OUTHERN BELL 1 \ A TEMPORARY G VEL a \ FI ER OPTIC CABLE MARKER \ O \ CONSTRUCTION ENTRANCE - I a a \ o R4 ~ v v ~ ~ JDLIRPH
Y'° cnGr OF' 7 - + 7\w \ CHECKED ~ DATE
- a dt / PAVEMENT) i i z", NORTH 11 JUN 2003 CD)
L o - - - _ - -c - - - l ` r' l SCALE
t r - - - - - - - - - - - - 1~ • 80
NEW BLOCK & GRAVEL INLET REFER T0\ SHEET C-8.3 AND 0 60 120 180 JOB No.
o \PROTECTION W/ EDIMENT PIT \ 8.4 FOR IMPROVEMENTS IN RIBPCW SERVES 0.55 AC. DISTURBED AREA > NEW BERN ;AVENUE
/USE 13'x26'x3' SEEP PIT o° SHEET
IL PP PP ~ j. ~z SCALE IN FEET
a P•~
pp pr- _ P . ~ 1.
C-3ni
EROSION CONTROL PLAN. l
OF SHEETS

an
C
A
E
F
G
1
1800 CU FT/ACRE
NOTES: 12" MIN.
1. USE FOR DRAINAGE AREAS
NOT EXCEEDING 5 (FIVE) A\CRE
2. EARTH BERM SHALL BE STABILIZED w/ SEEDING
ACCORDING TO TRIANGLE SPECIFICATIONS.
3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM.
DESIGN
SETTLED 21"
TOP MIN
1.5 FT
L
5 FT o rQ d
MAX FILL 0
FILTER
FABRIC
2
A\ f 111T4IIIIIIII\ fr\- Iiin • :-
'.5��1t�1111Nt�� ft�� 1�i:TER
:�\'r.� • •...
CROSS•
OVERFILL 6"
• SETTLEMENT
-
FREEBOARD
.4P -W-` Il:
II(=11�11�11=11
• ; � • _ -1111=11=11=� :11.=
..
■
3
m
in
■
5
STANDARD METAL POSTS 2'-0' IN GROUND
GALVINIZED
HARDWARD WIRE
EXTENDS TO
TOP OF BOX
al>.■o •
8$
e $
O
3 O
�3FT
MIN `' j�Q1W�•000Cb p o • o
MAINTENANCE
ASPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORMK*L If 57
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDNENT THAT IS REMOVED IN WASHED STONE PLACED A
A DESATM DISPOSAL AAND REPLACE THE CONTAMINATED PART a THE GRAVEL FACING. HEIGHT OF 12"-18" MIN. ABOVE
04REA
TOP OF BOX
ISIONS CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO EtrZ RE R M IS A MINU REVISIONS
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTO .ABOVE DESIGN DATE DESCRIPTION
,ESCRIPTION GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRIP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
GRAVEL & RIP RAP BASIN/OUTLET 3A STANDARD CATCH BASIN/YARD INLET PROTECTION 114
BAFFLE (TYP.) Ofi
F�
50' MIN. NOTES. EARTH BERM
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTE4'TION FENCE UP
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRFNCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
_ THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
:� ING OVER THE STONE, THEN THE TIRES OF THE
2'-3" STONE TO BE USED`'.:T25' OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE
EXISTING 1 :, _; (SURGE STONE OR RAILROAD,: PROPOSED STREET, PUBLIC ROAD.
ROADWAY ... BALLAST) WHICHEVER IS
*`~ GREATER.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCLALLY EXTRA POST IN MIDDLE
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL WIRE ATTACHED OF OPENING
RESPONSIBILITY FORM. TO POSTS WITH LENGTHS
OF WIRE SEDIMENT PIT
HORIZONTAL METAL POST
WIRED SECURELY TO VERTICAL
POSTS
PLAN BAFFLE INSTALLATION - STEP 1
CLASS }1 RIP
NOTES
FABRICCUT AND FOLDED FABRIC FOLDED
1. DRIVE STEEL FENCE POST AT LEAST 18' INTO OVER THE HORIZONTAL OVER HORIZONTAL
35' MIN. 15' MIN. NEW CONSTRUCTION SOLD GROUND FENCE POS POST
EXISTING ROADWAY 2. WOOD POSTS ARE NOT ACCEPTABLE HORIZONTAL HORIz°"TAL PosT
3. USE STAPLES 1' MART TO ATTACH FABRIC PERSPECTIVE VIEW
TO TRIG WIRE' FENCE AND FABRIC
RI IN TRENC
12" MIN.
:....:
4. BAFFLE SPACED AS PER APPROVED PLAN. TOP OF BAFFLE SHOULD BE 6•
6"
MIN.
HIGHER THAN THE BOTTOM OF
I
THE SPILLWAY
BOTTOM OF BAFFLE IN
avA,8'x6' TRENCH
AN TRENCH
BAGCFLLED AND
TRENCH D
FABRIC UNDER STONE FILLED WITH SOL AND COAIPACrED �-�
COMPACTED
ASIONS REVISIONS
DESCRIPTION CROSS SECTION DATE DESCRIPTION SECTION AT OPENING
BAFFLE INSTALLATION - STEP 2
CONSTRUCTION ENTRANCE 7 GRAVEL & RIP RAP FILTER BASIN 3B
- PERMANENT RCP
OUTLET PIPE
EARTH DAM
PLAN VIEW
6 7
- - - - _ - TOP ELEVATION OF STORMWATER
#57 WASHED- r` Y
1STONE
DESIGN OF SPILLWAYS (A
EXISTING SLOPE
DRAINAGE AREA WEIR LENGTH 1 -
(ACRES) (FT) CLASS 1 RIP -RAP FILTER FABRIC
1 4.0 VARIES
2 6.0
3 8.0
4 10.0
s 12.0 SIDE VIEW
1 DIMENSIONS SHOWN ARE MINIMUM
EXISTING SLOPES NOTE:
HEIGHT &WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
VARIES
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
W a:.�' WEIR;� KEYED RIP RAP
#57 WASHED STONE
FRONT VIEW
1!/88 1 NOTE ADDITION Y.
x4/96 ADD SPILLWAY CHART G.MA.
CHECK DAM
EXrSTrNG SLOPE
STEP SEQUENCE
Z MIN Z MIN
COMPACTED
STEEP CUT OR FILL SLOPE
2:1 SLOPE (MAX)
1
- STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
MIN. 10 GA.
UNE WIRES
8 9
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
NOTE
-USE SILT FENCE ONLY WHEN DRAINAGE AREA 4 Fly SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN N�
AREAS OF CONCENTRATED FLOW N
;r
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL ti
n ' GRADE
6" MIN. COVER
OVER SKIRT
REVISIONS N e
DATE DESCRIPTION ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
6 STANDARD TEMPORARY SILT FENCE
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN, 10 GA
LINE WIRES
12-1/2 GA.
`EDIATE
GRADE
• FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
12-1/2 GA
AEDIATE
GRADE
1
HIGH - TENSILE STRENGTH -
POLY BARRM.ADE FABRIC (TYPICAL) -
Ti
I - _
FRONT VIEW c ,
STEEL N WI 40"-1
WOVEN WIRE FABRIC
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. WARNING SIGN
DRAWL UV RESISTANT, ~
HIGH - TENSILE STRENGTH M TREE PROTECTION AREA
cv o p POLY BIRADE FABRIC (TYPICAL) ~ 18"
RTC
SIDE SLOPES N 3 DO NOT ENTER
2 1 (MAX.) GRADE WARNING SIGN DETAIL
\ \
\ \ \ NOTES:
T
\ \ \
WARNING SONS 10 BE MADE OF DURABLE, WEATHERPROOF MA7ERW..
\ \ \ \ \ \ \ \ \ \ \ \ \ 1 I LETTERS TO BE 3' HIGH MNAMIMI, CLEARLY LEGIBLE AND SPACED AS DETAILED.
NMLL BE
N SIGNS SPLACED AT 30' MAXIMUM INTERVALS.
STEEP CUT OR FILL SLOPE PLACE A SAGA AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PEINNETER. PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SOMI SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE
DURATION OF PROJECT
ADDITIONAL SIGNS MAY BE REQUIRED BY CITYOF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS
TION .
PLAN VIEW SIDE VIEW PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
DIVERSION DITCH 9 STANDARD TREE PROTECTION DETAIL 113
DEWATERING CONCRETE BLOCK
8 CLASS 1 RIP RAP(SEE SECTION THRU BASIN
DISSIPATOR PAD
RIP RAP Doo - - C7 $ \\ CLASS 1. RIP RAP HEADWALL
FLOW
>• 7"\p
711R
°�p 0-_ SEa�///////lllllllllllll�j, •Y. • }5 Sw- 'To1' THICK X 3' HIGH MIN.
PERMANENT o /
��- ovr �wACE AREA ,/�
OUTLET PIPE RCPCONSTRUCTION SPECIFICATIONS ��� ° ""�o
-' O o o
I . LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
EARTH DAM ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL /PERSPECTIVE
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST VIEW
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE GRAVEL FILTER
NO SCALE
DISSIPATOR
DIMENSIONS
ELEV
EMERGENCY SPILLWAY
INLET 66
247.65
TOP OF DAM WIDTH
10'
254.3
ANTI -SEEP COLLAR
7' X 7'
-
RIP RAP DISSIPATOR PAD
SEE DWG C-3
-
ANTI -FLOATATION DEVICE
4'X4'X1' THICK
-
TOP OF RISER
24" CMP
246.65
OUTLET PIPE INVERT IN
25'±18"CMPO 1%
241.65
OUTLET PIPE INVERT OUT
-
241.4
SEDIMENT STORAGE AREA
129'X64'X5' DEEP 241 65
- PERMANENT RCP
OUTLET PIPE
EARTH DAM
PLAN VIEW
6 7
- - - - _ - TOP ELEVATION OF STORMWATER
#57 WASHED- r` Y
1STONE
DESIGN OF SPILLWAYS (A
EXISTING SLOPE
DRAINAGE AREA WEIR LENGTH 1 -
(ACRES) (FT) CLASS 1 RIP -RAP FILTER FABRIC
1 4.0 VARIES
2 6.0
3 8.0
4 10.0
s 12.0 SIDE VIEW
1 DIMENSIONS SHOWN ARE MINIMUM
EXISTING SLOPES NOTE:
HEIGHT &WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
VARIES
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
W a:.�' WEIR;� KEYED RIP RAP
#57 WASHED STONE
FRONT VIEW
1!/88 1 NOTE ADDITION Y.
x4/96 ADD SPILLWAY CHART G.MA.
CHECK DAM
EXrSTrNG SLOPE
STEP SEQUENCE
Z MIN Z MIN
COMPACTED
STEEP CUT OR FILL SLOPE
2:1 SLOPE (MAX)
1
- STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
MIN. 10 GA.
UNE WIRES
8 9
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
NOTE
-USE SILT FENCE ONLY WHEN DRAINAGE AREA 4 Fly SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN N�
AREAS OF CONCENTRATED FLOW N
;r
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL ti
n ' GRADE
6" MIN. COVER
OVER SKIRT
REVISIONS N e
DATE DESCRIPTION ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
6 STANDARD TEMPORARY SILT FENCE
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN, 10 GA
LINE WIRES
12-1/2 GA.
`EDIATE
GRADE
• FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
12-1/2 GA
AEDIATE
GRADE
1
HIGH - TENSILE STRENGTH -
POLY BARRM.ADE FABRIC (TYPICAL) -
Ti
I - _
FRONT VIEW c ,
STEEL N WI 40"-1
WOVEN WIRE FABRIC
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. WARNING SIGN
DRAWL UV RESISTANT, ~
HIGH - TENSILE STRENGTH M TREE PROTECTION AREA
cv o p POLY BIRADE FABRIC (TYPICAL) ~ 18"
RTC
SIDE SLOPES N 3 DO NOT ENTER
2 1 (MAX.) GRADE WARNING SIGN DETAIL
\ \
\ \ \ NOTES:
T
\ \ \
WARNING SONS 10 BE MADE OF DURABLE, WEATHERPROOF MA7ERW..
\ \ \ \ \ \ \ \ \ \ \ \ \ 1 I LETTERS TO BE 3' HIGH MNAMIMI, CLEARLY LEGIBLE AND SPACED AS DETAILED.
NMLL BE
N SIGNS SPLACED AT 30' MAXIMUM INTERVALS.
STEEP CUT OR FILL SLOPE PLACE A SAGA AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PEINNETER. PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SOMI SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE
DURATION OF PROJECT
ADDITIONAL SIGNS MAY BE REQUIRED BY CITYOF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS
TION .
PLAN VIEW SIDE VIEW PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
DIVERSION DITCH 9 STANDARD TREE PROTECTION DETAIL 113
DEWATERING CONCRETE BLOCK
8 CLASS 1 RIP RAP(SEE SECTION THRU BASIN
DISSIPATOR PAD
RIP RAP Doo - - C7 $ \\ CLASS 1. RIP RAP HEADWALL
FLOW
>• 7"\p
711R
°�p 0-_ SEa�///////lllllllllllll�j, •Y. • }5 Sw- 'To1' THICK X 3' HIGH MIN.
PERMANENT o /
��- ovr �wACE AREA ,/�
OUTLET PIPE RCPCONSTRUCTION SPECIFICATIONS ��� ° ""�o
-' O o o
I . LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
EARTH DAM ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL /PERSPECTIVE
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST VIEW
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE GRAVEL FILTER
NO SCALE
DISSIPATOR
DIMENSIONS
ELEV
EMERGENCY SPILLWAY
INLET 25C
248.25
TOP OF DAM WIDTH
8'
250.8
ANTI -SEEP COLLAR
5.5' X 5.5'
-
RIP RAP DISSIPATOR PAD
SEE DWG C-3
-
ANTI -FLOATATION DEVICE
350.5'X9" THICK
-
TOP OF RISER
18" CMP
247.25
OUTLET PIPE INVERT IN
25'±25"CMP@ 1%
242.25
OUTLET PIPE INVERT OUT
-
1242.0
SEDIMENT STORAGE AREA
88'X44'X5' DEEP
1242.25
- PERMANENT RCP
OUTLET PIPE
EARTH DAM
PLAN VIEW
6 7
- - - - _ - TOP ELEVATION OF STORMWATER
#57 WASHED- r` Y
1STONE
DESIGN OF SPILLWAYS (A
EXISTING SLOPE
DRAINAGE AREA WEIR LENGTH 1 -
(ACRES) (FT) CLASS 1 RIP -RAP FILTER FABRIC
1 4.0 VARIES
2 6.0
3 8.0
4 10.0
s 12.0 SIDE VIEW
1 DIMENSIONS SHOWN ARE MINIMUM
EXISTING SLOPES NOTE:
HEIGHT &WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
VARIES
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
W a:.�' WEIR;� KEYED RIP RAP
#57 WASHED STONE
FRONT VIEW
1!/88 1 NOTE ADDITION Y.
x4/96 ADD SPILLWAY CHART G.MA.
CHECK DAM
EXrSTrNG SLOPE
STEP SEQUENCE
Z MIN Z MIN
COMPACTED
STEEP CUT OR FILL SLOPE
2:1 SLOPE (MAX)
1
- STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
MIN. 10 GA.
UNE WIRES
8 9
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
NOTE
-USE SILT FENCE ONLY WHEN DRAINAGE AREA 4 Fly SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN N�
AREAS OF CONCENTRATED FLOW N
;r
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL ti
n ' GRADE
6" MIN. COVER
OVER SKIRT
REVISIONS N e
DATE DESCRIPTION ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
6 STANDARD TEMPORARY SILT FENCE
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN, 10 GA
LINE WIRES
12-1/2 GA.
`EDIATE
GRADE
• FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
12-1/2 GA
AEDIATE
GRADE
1
HIGH - TENSILE STRENGTH -
POLY BARRM.ADE FABRIC (TYPICAL) -
Ti
I - _
FRONT VIEW c ,
STEEL N WI 40"-1
WOVEN WIRE FABRIC
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. WARNING SIGN
DRAWL UV RESISTANT, ~
HIGH - TENSILE STRENGTH M TREE PROTECTION AREA
cv o p POLY BIRADE FABRIC (TYPICAL) ~ 18"
RTC
SIDE SLOPES N 3 DO NOT ENTER
2 1 (MAX.) GRADE WARNING SIGN DETAIL
\ \
\ \ \ NOTES:
T
\ \ \
WARNING SONS 10 BE MADE OF DURABLE, WEATHERPROOF MA7ERW..
\ \ \ \ \ \ \ \ \ \ \ \ \ 1 I LETTERS TO BE 3' HIGH MNAMIMI, CLEARLY LEGIBLE AND SPACED AS DETAILED.
NMLL BE
N SIGNS SPLACED AT 30' MAXIMUM INTERVALS.
STEEP CUT OR FILL SLOPE PLACE A SAGA AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PEINNETER. PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SOMI SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE
DURATION OF PROJECT
ADDITIONAL SIGNS MAY BE REQUIRED BY CITYOF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS
TION .
PLAN VIEW SIDE VIEW PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
DIVERSION DITCH 9 STANDARD TREE PROTECTION DETAIL 113
DEWATERING CONCRETE BLOCK
8 CLASS 1 RIP RAP(SEE SECTION THRU BASIN
DISSIPATOR PAD
RIP RAP Doo - - C7 $ \\ CLASS 1. RIP RAP HEADWALL
FLOW
>• 7"\p
711R
°�p 0-_ SEa�///////lllllllllllll�j, •Y. • }5 Sw- 'To1' THICK X 3' HIGH MIN.
PERMANENT o /
��- ovr �wACE AREA ,/�
OUTLET PIPE RCPCONSTRUCTION SPECIFICATIONS ��� ° ""�o
-' O o o
I . LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
EARTH DAM ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL /PERSPECTIVE
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST VIEW
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE GRAVEL FILTER
NO SCALE
DISSIPATOR
TRAP
\
SEDIMENT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
CHECKED
RPH
Z
DATE
11 JUN
TEMPORARY CMP RISER -PERFORATED
SCALE
a
J
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
`�..v
RIBPCW
0
- PERMANENT RCP
OUTLET PIPE
EARTH DAM
PLAN VIEW
6 7
- - - - _ - TOP ELEVATION OF STORMWATER
#57 WASHED- r` Y
1STONE
DESIGN OF SPILLWAYS (A
EXISTING SLOPE
DRAINAGE AREA WEIR LENGTH 1 -
(ACRES) (FT) CLASS 1 RIP -RAP FILTER FABRIC
1 4.0 VARIES
2 6.0
3 8.0
4 10.0
s 12.0 SIDE VIEW
1 DIMENSIONS SHOWN ARE MINIMUM
EXISTING SLOPES NOTE:
HEIGHT &WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
VARIES
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
W a:.�' WEIR;� KEYED RIP RAP
#57 WASHED STONE
FRONT VIEW
1!/88 1 NOTE ADDITION Y.
x4/96 ADD SPILLWAY CHART G.MA.
CHECK DAM
EXrSTrNG SLOPE
STEP SEQUENCE
Z MIN Z MIN
COMPACTED
STEEP CUT OR FILL SLOPE
2:1 SLOPE (MAX)
1
- STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
MIN. 10 GA.
UNE WIRES
8 9
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
NOTE
-USE SILT FENCE ONLY WHEN DRAINAGE AREA 4 Fly SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN N�
AREAS OF CONCENTRATED FLOW N
;r
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL ti
n ' GRADE
6" MIN. COVER
OVER SKIRT
REVISIONS N e
DATE DESCRIPTION ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
6 STANDARD TEMPORARY SILT FENCE
a' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN, 10 GA
LINE WIRES
12-1/2 GA.
`EDIATE
GRADE
• FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
12-1/2 GA
AEDIATE
GRADE
1
HIGH - TENSILE STRENGTH -
POLY BARRM.ADE FABRIC (TYPICAL) -
Ti
I - _
FRONT VIEW c ,
STEEL N WI 40"-1
WOVEN WIRE FABRIC
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. WARNING SIGN
DRAWL UV RESISTANT, ~
HIGH - TENSILE STRENGTH M TREE PROTECTION AREA
cv o p POLY BIRADE FABRIC (TYPICAL) ~ 18"
RTC
SIDE SLOPES N 3 DO NOT ENTER
2 1 (MAX.) GRADE WARNING SIGN DETAIL
\ \
\ \ \ NOTES:
T
\ \ \
WARNING SONS 10 BE MADE OF DURABLE, WEATHERPROOF MA7ERW..
\ \ \ \ \ \ \ \ \ \ \ \ \ 1 I LETTERS TO BE 3' HIGH MNAMIMI, CLEARLY LEGIBLE AND SPACED AS DETAILED.
NMLL BE
N SIGNS SPLACED AT 30' MAXIMUM INTERVALS.
STEEP CUT OR FILL SLOPE PLACE A SAGA AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PEINNETER. PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SOMI SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE
DURATION OF PROJECT
ADDITIONAL SIGNS MAY BE REQUIRED BY CITYOF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS
TION .
PLAN VIEW SIDE VIEW PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
DIVERSION DITCH 9 STANDARD TREE PROTECTION DETAIL 113
DEWATERING CONCRETE BLOCK
8 CLASS 1 RIP RAP(SEE SECTION THRU BASIN
DISSIPATOR PAD
RIP RAP Doo - - C7 $ \\ CLASS 1. RIP RAP HEADWALL
FLOW
>• 7"\p
711R
°�p 0-_ SEa�///////lllllllllllll�j, •Y. • }5 Sw- 'To1' THICK X 3' HIGH MIN.
PERMANENT o /
��- ovr �wACE AREA ,/�
OUTLET PIPE RCPCONSTRUCTION SPECIFICATIONS ��� ° ""�o
-' O o o
I . LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
EARTH DAM ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL /PERSPECTIVE
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST VIEW
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE GRAVEL FILTER
NO SCALE
DISSIPATOR
PLAN VIEW
TEMPORARY CMP RISER -PERFORATED
Q
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
CHECKED
RPH
Z
DATE
11 JUN
TEMPORARY CMP RISER -PERFORATED
SCALE
a
J
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
RIBPCW
0
c
''^^
V♦
Z
�
WATER LEVEL DURING STORM TRASH RACK 11' MAIN. FREEBOARD
TOP OF �
WATER LEVEL DURING STORM TRASH RACK I V MIN. FREEBOARD
(L
TOP OF DAM
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
�a��
c
G
1L
LLI a
-
W
BLOCK OPENINGS.
=
WIRE SCREEN
V
Z
U
a
OW
Zm
-
z
CAREFULLY T ARD E CLOT OR COMPA E
2. FI HARDWARE H COMPARABLE
TEMPO SEDIMENT
TEMPORARY
wLux
WW
=m
AREAS To BE DISTURBED
SEDIMENT RAGE PIPE INVERT
. SEDIMENT STORAGE "
FILTER .
m
- - SEDIMENT STORAGEVEL TER
'* :: •• %p
GRA -
MINIMUM SLOPES 2 1/2:1
WIRE MESH WITH 1/2 -INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
POOL
DEWATERING
cur ETC.
(CUT. FILL. )
"
FLOOD STORAGE ZONE RIP RAP HEADWALL GRAVEL t RIP RAP FILTER BERM EIASN DETAIL
s DESIGNED TO PROTECT EXISTING PIPE INVERTS
hMT DRAIN 10 ACRES OR LESS.
•GRAVEL 0'. •
1
MINIMUM SLOPES 2 1/2:1
..
• .Loa • fJb
v
3. USE CLEAN GRAVEL, 3/4- TO 1/2 -INCH IN
- - - - - - - -
:.,..
�j'
I_-oLx_
W
2
r�2,'I
_ ND
LOCATED EDR41CLEANOUTI
UPRMARKISER
N
PAINTED RED CLEANOUT MARK
LOCATED HALFWAY FWAY UP RISER PIPE : '
EARTH DAM
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MC-12 r + ° ~ a VJ-12 d ~ EXISTING TREES EXCEED R I • CC-23 ICC-18 PROPOSED N PT-5 EQU REMENTS FOR TOTAL CALIPER Z ~
QPA-3 ¢ a + a • p a ¢ -0 • RETAIL JF-7 5 TREES PROVIDED TO MEET MIN. SPACING REQUIREMENTS Q ~ PROPOSED O W e ~ • ~ } ~ a ~s,ooo sF ~ - ~ c U
JF-8 + ~ ~ } OFFlCE CD-3 NEW HOPE ROAD. 398 L.F. ~a + L W _ ~ f 9 0c z e L1_2 ,600 SF - 6" TREE DIA. PER 50 LF REQUIRED ZZ
4. 4' LT-1 58 o- QPA- ¢ + 8 13 E a P QPA-13 QPA-13 26 VJ 7 448 .F. - ~ W W QPA_1 0 L /50x6 - 54 TOTAL TREE CALIPER REQUIRED ~ ~ I- > ~
? CF- ZV-1 ICC-120 16 3.5" TREES PROVIDED ~ W LT- 0 O _ - 2 ~ Q ~m
? JUN-20 Zt/-1 a + ICC-12 « 62 ICC-12 Icc-, - - _ _ U W ~ - - - NEW BERN AVE: 255 L.F. y~+ ~
1 27 VJ-6 cc + JUN-20 cc - - - PT-2. (SHOD 3 PLANTING} V Z ~ W3 * ~ , 10 SHADE TREES & 6 UNDERSTORY TREES 100 LF R LL b b l s a / EQUIRED Z ~ (r aw
LT-1 32 32 cc cc + _ - r,~•,~+, 32 SHRUBS PER 100 LF REQUIRED W LLI OZ ZV 1 I-3 255 L.F. 100x10 = 26 HA ~ J
C 68 JF- 66 + _ sa 58 + LI-1 LI-2 ~e,;i~;: / S DE TREES REQ D. a m WI JUN-2 I - CC-3 255 L.F./100x6 = 15 UNDERSTORY TREES REQ'D. W H CC 18 ZV-5 ~ JF-8 ~ Z >
• 48 68 33 ~ 255 L.F./100x32 = 82 SHRUBS REQ'D m (n ~ WJ i N ~ W w
VJ-12 CC + QP-2 ~ D - 19 NEW BERN AVE: 546 L.F. (SHOD 4 PLANITNG) Z 3 cc
CF- - AR-1 3 SHADE TREES & 4 UNDERSTORY TREES/100 LF REQUIRED Z
JF-6 _ + + + * + + 50 SHRUBS PER 100 LF REQUIRED W 28 ~ ~ 546L.F. 100x3= 17 SHADE TR Z ~ ~ 19.4' / - EES REQ'D. ~
ICR-23 _ N_1 RASS 546L.F./100x4- 22 UNDERSTORY TREES REQ'D. W ~ _ 62 31 TRIP PT-2 CARL R. GU_TTMAN 546L.F./100x50= 273 SHRUBS REQ'D Q
PK-4 ZV 1 T- - JUN-2 JUN-2 + RASS ZV-1 BRASS i VJ-7 ZONED: 1-1 ~ ~ J U
I B 12 QPA g RASS SEASONAL TRIP UN-2 + TRIP 44 JF-8 STRIP 3i 23 USE: COMMERCIAL NEW BERN AVE: 354 L.F. (SHOD 4 PLANTTNG) Q
PLAhTfhGS i cc rn_3 3 SHADE TREES & 4 UNDERSTORY TREES/100 LF REQUIRED
I + ZV-1 CC-3 50 SHRUBS PER 100 LF RE UIRED LT-2 Q
E + UN-20 + 354L.F•/t00x3= 11 SHADE TREES REQ'D. cc , PT-3 354L.F./100x4= 15 UNDERSTORY TREES REQ'D.
VJ-7 354L.F•/100x50= 177 SHRUBS REQ'D
JF-9 TRANSmONAL PROTECTVE YARD 1
4 LS-1 + LS-5 _ * QP-2
OPA1-15 + ICR-9 LS 1 + 582 LINEAR FEET (1 /2 TYPE D TPY, 18' AVERAGE WIDTH) . 2.5 TREES & 15 SHRUBS/100 L.F. REQUIRED
/ ~ ~ ICR- - / + LS 1 LS-1 + 15 TREES 87 SHRUBS REQUIRED/ PROVIDED
I \ ~ ~ ' ' ' ' ICR-9 LS- ~ 11 ICR-9 + LS-1 Ls-1 LS-1 + ~ _ = TRANSITI N
- - 1 ~ ~ _ ICR- , - - ~ ~ ~ ~ + LI 2 AR-1 AR-1 0 AL PROTECTIVE YARD ~2 ICR-9 ICR-9 ICR-9 ICR-9 ICR-9
\ 190 LINEAR FEET (TYPE D TPY, 35' AVERAGE WIDTH)
~ ~ ~ ~ ~ LI-2 I-2 + LI-2 LI-1 M BN-1 4 TREES & 19 SHRUBS/100 L.F. REQUIRED J ~ ~ ~ + ~ ~ ~
I I + - ~ ~ CC-3 8 TREES & 36 SHRUBS PROVIDED 1 ~ ~ ~ ` r
_
_ r J IKI-AKU NUUU 5Y5TEM5 VlA Sl:KttNING
BN-2 ZONED: 1-1 CORPORATION PARKWAY USE: COMMERCIAL 1 SHRUB /61-F OF VSA WITHIN 50' OF RIGHT F
AR-3 0 WAY
PC-3 ~1 BOJANGLES RESTAURANT 270 L.F 6 = 45 SHRUBS REQUIRED/PROVIDED + + SP-41-02
1 NEW BERN AVENUE
VJ-23 JCD-94 GRASS- 1 BN-3 I + AR-8 1 SHRUB /61-F OF VSA WITHIN 50' OF RIGHT OF WAY REVISIONS BYJ ,41 GRASS LI-1 AR-3 182 L.F 6 = 30 SHRUBS REQUIRED/PROVIDED
PL- I I-! 36 LI-1 PL-18 PL-16 GRASS I 14 APR 2003
PC-3 SKO . + VJ-35 V.S.A.: 604,860 S.F. (DESIGN CIVIL) ~v Q I v
RASS- 1 TREE I-- _1 - - - - _ BT-6 /2000 SF & 1 SHRUB/500 SF REQ D 11 JUN 2003
JUN-18-- -11 REFER TO ENLARGED LT-1- 8 JUN 18 + 604,860 S.F. /2000 = 303 TREES REQUIRED (90% CD) DLH LT-1 GRASS * 604,860 S.F./500 = 1,210 SHRUBS REQUIRED _
PLAN, THIS SHEET FOR F PLANTING IN THIS AREA BT-6 JUN-18 IC 100 UNDERSTORY TREES ALLOWED FOR VSA 21 JUL 2003
ZV_4 - PK-3 LT-1 SKO PROPOSED I PK-3 REQUIREMENTS IN LIEU OF CREDIT FOR EXISTING (PERMITS)
TRACT ID ICR-10 e RETAIL a TREES ALONG STREAM PER AGREEMENT WITH THE 8,200 SF 2' WIDE GRAS TRIP CITY OF RALEIGH ZONING/INSPECTIONS DEPT. 29 JUL 2003
PROPOSED o 41 41 - t 37 1 a PROPOSED TYPICAL (EXPRESS REVIEW) SKO
SEASONAL RETAIL 11,025 SF P 7 A 2 RETAIL AR-1 )LO COLOR , DLH 7 A 2 sEASON L~`~.' 'NOTE: 08 AUO 2003
COLOR PT-3 J P- C 1 11,225 SF 1. REFER TO DRAWING NO. C-7.1 FOR LANDSCAPE (DWO REVIEW) P I ril
o ~ PLANT LIST AND DETAILS. 23 SEP 2003
(WAL-MART) QPW
l + + d6 1+ 2. ALL ABOVE GROUND UTILITIES SHALL BE SCREENED FROM RIGHT OF WAY AND ADJACENT PROPERTY.
J • P8~ 0
EP-115 LR-158 QPA-6 LR-88
j QPA1-2 KP1-4 QPA1-3 CC1-3 CC1-2 KP1-4 CC1-3 GRAS AR1-3 KP1-3
CC1-3 PT1-2 KP1-4 PT1-2 QPA1-4 CC1-4 CC1-3
- QP1-2 CC1-3 QP1-2 KP1-3 CC1-3 -OP-6 QPA1-5
KP1-4 DRAWN CC1-3 EP-89 SKO
(TF- Di AR-4
EP1-41 QP1-3 CHECKED aPW/RPH
LR1-41
MEW BERN AVE. U.S. HIGHWAY 6 NORTH DATE 31 MAR 2003
G
SCALE 1'•80'
546 L.F. 25' AV. WIDTH SHOD 4 PLANTINGS 255 L.F. 50' AV. WIDTH SHOD 3 PLANTINGS ITINGS 354 L.F. 25' AV. WIDTH SHOD 4 PLANTINGS 0 60 120 180 JOB No.
(EXCLUDING DRIVE) (EXCLUDING DRIVE) RIBPCW
SCALE IN FEET SHEET
LANDSCAPE PLAN. c 7
OF SHEETS