20110057 Ver 1_Site Plan_20110118

~ ` ~ ~ ` STOIZNI DRAINAGE LEGEND I STORM DRAINAGE NOTES: EX. CB 2 EW-100 ~
~ ~ ~ (CONVER TO DI) INV.=345.00
~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ 1. ALL REINFORCED CONCRETE PIPE (RCP) SHOWN ARE TO BE CLASS III NEW INV. IN=342.20 (J61) ~ EX. INV. OUT =342.10 JB-101 W UNLESS NOTED OTHERWISE. RIM=357.91
9S ~ ` ~ V FLARED END SECTION FES o ~ ~ ~ ~ ~ i Rrq (F \ ~ STORM DRAINAGE ~ c
~ ~o 2. ALL STORM DRAINAGE CONSTRUC110N SHALL BE IN ACCORDANCE WITH THE JB-1 INV. IN=345.56 - ° ° STORM SERVICE LINE. MIN. 8" LATEST CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. RIM=348.70 INV. OUT=345.46 T ~ ~ W ~
~-0 ~ ' ~ m~ ` ~ ~ ` ENDWALL EW ~ ~ ~ ~ ~ 0 A~ ( ) HDPE ®1.0% MIN. SLOPE INV. IN=342.85 (POND) F, c UNLESS OTHERWISE NOTED. CB-102 ~ E, z
~ ~ , ~ ~ ~ ~ ~ ~ eCl 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. INV, IN=342.45 (JB-2) H ~ DRAINS SHALL BE DIP WHEN INV. OUT=342.35 T/C=357.12 ~ ~ ~ ~
W , - I ~ 45.69 LF 8" HD ~ ~ ~ ~ r?I CATCH BASIN (CB) ®1.01% ~ ` ` ' ~ -4 ~ ~ COVER IS LESS THAN 12 INCHES 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INV. IN=345.96 (CB-103) C~ ~ W ~ OR PASS UNDER WALLS INSIDE WALL. JB-2 INV. IN=348.03 (CB-105) t~ ° ~ z ~
- ~ ~ ~ ~ DROP INLET (DI) RIM=358.00 INV. OUT=345.86 ~
~ ;T ~ ` ~ ~ ~ ~ ~-rn- ~ - rn TREE PROTECTION 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH INV. IN=343.12 ~ ® ®,q
/ ' ~ ~ ~ ~ ~ ~ ~ ~ ® STORM SERVICE INLET (YI) _ ~p ~p _ CONFORMS TO AASHTO SPECIFICAl10N M-19$ FOR TYPE B FLEXIBLE INV. OUT=343.02 CB-103 ~ x ~ o ' n ~ - LIMITS OF DISTURBANCE PLASTIC GASKETS UNLESS OTHERWISE NOTED. T/C=351.10 ^ ~ W ~ A
\ \ NCRETE ` ` ~ ` JB-3 INV. IN=346.45 ~ a+ ^V~. WOODED AREA ~ R~ W ~
- " H P ~ ~ ~ ` ` ~ ` ~ ® STORM SERVICE ROOF-DRAIN 0.43LF 12 D E 6 ~ ~ ~ ~ ~ ~IEADWA ~ ~ ~V 1.01%- ~ ~ ~ ~ ~ ~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE RIM=358.08 INV. OUT=346.15 ~ a ~ ~
TfPE II -313 ~ ~ ~ ~ ~ ~ y 25~ 250 POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING INV. IN=350.35 ~ O ~ 10' CONTOUR MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. INV. OUT=343.40 CB-104 ¦ ~ a
' ~ ~ ~ , STORM MANHOLE JB _ , '~~E=365.8D; _ ~ ~ ~ O 252 . ~ ~ ~ ~ ~ X 252 T/C=350.50 ~ ~ ~ 2' CONTOUR 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, JB-4 INV. OUT=346.70 a ~
~ ~ ~ DRAINAGE FLOW ARROW 250 250 _ VEGETATION MATTER WASTE CONSTRUC110N MATERIAL OR OTHER RIM=359.74 ~ W E EXISTING 10' CONTOUR ~ ~ Z x 's:
65.23 - 8 HDPE ~ ~ ` ~ , ~ / OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING INV. IN=351.62 CB-105 ~ ~ _252_ _ EXISTING 2' CONTOUR COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO INV. OUT=350.75 T/C=361.25 Z ~ ~ ¦
I A ~ ~ ~ ~ ®1.02%' ~ ~ ~ ~ ~ _252- - ~ I~ ~ / ~ ~ N LINE BREAK SYMBOL FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR INV, IN=349.27 ~ W c C0
i ~ - - 7 ~ ~ ~ ~i / ~ - - EASEMENT LINE PROOF ROLLING. JB-5 INV. OUT=349.07 Q' ~ ~ ~
` - ~ ~ ~ I - ~ ~ ~ RIM=359.50 ~ ® a 8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE INV, IN=352.52 DI-106 a
r i ~ ~w ~ ~ ~ 23:66,LF- "..HDPE ` ` ` FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH INV. OUT=352.12 T/G=356.50 W d
, i U ~ W-9 ~ ~ - ~ ~ 1.01 0~ ~ ~ ~ ~ ~ SUITABLE MATERIAL. INV. IN=350.76 Z ~ JB-6 INV. OUT=350.41
~ 9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER RIM=365.25
` ~ ~ , ~ PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY INV. IN=353.62 ~ ~ ~ ~ COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE INV. OUT=353.32 EW-300 W
h ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ ` ~ ~ ~ ~ s ~ ~ ~ ~ STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE INV.=346.00
~ ~ ~ ~ W ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ i / ~ , z,;.r ~ ~ ~ ~ ~ ~ ~ ~ / ~ COMPACTED TO 100 PERCENT STANDARD PROCTOR. JB-7 ®0oeuaotiu,,r ~ y ~ RIM=364.75 CB-301 CARD
" \ / P, ~ ~ ~ ~ ~ ~ ~ ` ~ ` ~ ` ~ 410 LF - HDPE i ? ~ N 1 ! ~ r ~ ~ J ~ / ~ 10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN INV. IN=354.00 t~~•,.•<•°••••,;~~
: ~ n: ~ ,q ®1,01 % ~ / ~ , ~ ~ ~ ~ ~ / UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED. INV. OUT=353.99 T/C=361.44 ~ ~,Oo;oFESS/~ > ~ ~ ~ ~ ~ ~ ~ ~ ~ / INV. IN=354.16 ~ ~ ti'°• ;
BOT: 15 =35 .13 i " ~ YI- ~ ' ~ ; _g 54.66 LF - 8 ..:HDPE \ ` _ _ \ , ~ ~ r . ` t:: TOP. 36., 3 .39 ' ' is ~ ~ ~ ~ ~ ~ ~ ~ / ~ JB-8 INV. OUT=348.65 ~ ; Q, 9 '
~ ~ ~ ~ ~ RIM=364.75 SEA{. ~ ~ ` ` / ` / ~ ` CB-302 27645 m
CB 218 / ~ ~ - 8-~31~ " ~ ~Q ~ ~ ~ ~ ` / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ INV.IN=355.25 _ ~ ' ~ / ~ ~ ' ~ ~ F ~ ~ ~ ~ ` ~ T C-364.10 y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ INV. OUT=354.65 / ~ ~ F'N ~~e°~, m
~ - ~ / ~ ~ ~ ~ ~ ~ ~ I INV. IN=357.07 (CB-303) ~~°O~j°••,~INE,.^° ~P°°+°
W - o r y ~ j ~ / ~ ~ ~ HW-9 INV. IN=356.22 (DI-306) '°,°~y••°•••°PPO~,e° r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ INV.=359.10 INV. OUT=355.92 ~~°~e~oRimto`e~o
" ~ ~ / ~ ~q ~ - / ~ . ~ ~ i'~. ~ ~ l r
~ ~ p-~.: ~ ~ ~.n , ~ ~r~ . ~ ' / ~,~1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CB-303 ~ ~ ~ ~ ~ ~ ~ ~ EW-200 T/C=363.64
g ' ~ ' ~ ~ ~ ~ II-- - I- , I I ~ _ - - - - -YI-305 / ~ ~ FFE-366.25 w ~ ~ ~-YI-305 ~ ` C ~ ~ ~ ~ `i~ INV.=346.00 INV. IN=357.93 (CB-304)
w ~ ~ ~ ~ ~ ` ~ ~ ~ INV. IN=360.21 (YI-305)
w g ~ ~ ~ "~~~y ~ ~ ~ ~ ~ ~ ~ DI-201. INV. OUT=357.63 ~ ~ ~ ~ ~ ~ ~ ~ i ~ T/G=362.00
B',` 307 ' F ~ 1 ` ~ ' ~ ~ ~ ~ ~ ~ ~ INV. IN=346.46 CB-304 ~ ~ ~ ~ INV. OUT=346.36 T/C=362.60
- 1 r - ~ ~ ~ A ~ ~ ~ ~ ~ ~ ~ `~~y/ • DI-202 INV. OUT=358.75
w w. ' ~ ~ ; o ~ ; I ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ T/G=363.40 YI-305
' ~ - ~ ; 'cr ; . 1 l,~ ~ I I r~ ~ ,.C ~ ~ ~ INV. IN=353.44 T/G=364.60
1 ~ ~ ~ x ,II ~ - - ~ w T ~ ~ ~ / % ~ / ~ ~ INV. OUT=347.07 INV. OUT=361.45
a ~ - ~ I ~ ~ . i ~ l ~ I ~ ~ o ~ S~ ~ ~ ~ '
~ ~ ~ ~,j ~ ~ ~ ~ ~ DI-203 DI-346 ~ ~ ~ ~ J ~ ~ / ~ , • ~ ~ T/G-363.40 T/G=365.10 Z
~ . ~ ~ D ' 1~ ~ ~ / / ~ ~ r~ ~ ~ INV. IN=360.05 (YI-204) INV. IN=357.41 O
L \ ~ ~ ~ ~ ! ~~t INV. IN=354.12 (DI-206) INV. OUT=356.81 ~ ~ a°~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~t INV. OUT=354.02 ~
TYPf~ I c, 6 ~ ~ ~ CB-307 W a
~ FFE=367.25 ~ \ \ Q f' ~ . . i ' I ~ 2 ~ JB- ~ ' ~ ~ , YI-204 T/C=363.42 ~
~ i" \ ~ _ ~ 1 . 4 - 8 HDPE v N i W ~ 8 ~ ~ TYP III ~ lu ~ ~ i QJ ~o / ~ ~ ~ 3 ~ r ~ ~ ~ NV~ IN~ 361.22 INV. IN=359.92 (YI-308) ~ ~ • ~ / J / INV. IN-358.93 (CB 311)
yy ~ ~ Q ~ / ~ ~ _ ~ o~ ~ ~ ~ ~ ~ 2,18% E ~ ~ ~ F~ ~ I FFE=365.85 QO ~ li ` . ~RA~ ~ ~ ~ • ~ ,n INV. OUT=360.79 INV. OUT=358.29 ~
;208 ~ i ~ ~ i T ~ p ~ I ~ v . ~ n: a ~ l_ ~ ~ i< ~y ~ ~ ~ ~ ~ , ~ ~ ~ YI-205 YI-308
_ ; y " : ~ ~ r.o ~ ~ ~ U1 ~ t~ 35.55 LF - 18 HDP 130 I , . ~ , r ~ ~ ~ ~ / / T/G=364.60 T G=364.90 ~
E; h \ ~ ' ®2.0,5% 1 " ® ~ - ~ I' I ~ ~ ~ / / a \ / ~ ~ ~ / ~ INV. OUT=381.85 INV. IN=361.11 ~
h ~ ~ N2 - ~:;JW, p ~ ® - v ® 8.36 1 r \ [ LL ~ / INV. OUT=361.01 ~ W ~ 129:3 LF - 15" HDPE ~ ~A ~ ~ DI-206 ~
c F ~ r~^' YJ 2 " 16.53 LF ! 18" {4DPE 1 ~ . ~ - . ~ - ~ C~~~tI19"4 RC f CB- ~
a- 0'1.03% ~ ~ n~ -204 ~ ~ s~~, 02~ I A - ~ 30 ~ ~ ~ qN E~ F ~ ~ : ~ ~ ~ ~ , ~ ti T/G=.365.00 YI-309 W Z ~ ~ Ofi % ~ r" INV. IN=355.61 ~ ~ ~ FE ~ \ T/G=365.10 ~ ~ R ~ ` ' INV.OUT=355.01 ~ / ~ ~ ( ~ ~ ~ INV. IN=361.45 ~ fY
1 f I 1 ` i / ~ DI 209 ~ r. ~ - / s-~ . - -
~ ~ ` / ~ ' ~ ~ ~ ~ ~ DI-207 INV. OUT=361.35 ~ ~ O /
/ ` ~ ~ ~ ~ - ~ I - ~ , . ~ ` " \ \ ~ I ~ ~ IIN ~ Rpgs N: r T/G=364.00 YI-310 W Z W F, ~ ~ R _ _ ~ a : ~ ~qN~y F~ ~ INV. IN-361.45 (YI 208) T/G=364.70 Q O x
_ a 25.1 tF - 12 HDPE ~ 35.56 LF - 15" HDPE = I IG OFF ~ ~ INV. IN=356.46 (DI-209) INV. OUT=362.04 ~ ~
~ ! ~ : ~ ~ „ ~ 0 2. 4% Q9~ - . ®1.57% J ~ ~ I ~ I ~ ~ I INV. OUT=355.96 ~i ~ a • ~~f ~ ~ ~ ~ CB-311 ~lr ~ ~ ~ ~ ~ ~ ~ YI-208 T/C=383.54 ~ f~
~ f a DI-210 F~ ~ ~ 1 ~ ~
\ . _....r ~ POOL / r 'i s N b\° I \ ~ ~ I / T/G=364.60 INV. IN=360.31 YI-312 ~ c~'~ W ~ ~ ~ ~ ~ ~ ~ INV.OUT=361.85 ( ) H
~R I ~ ~ y ~ \ ~ ~ ~ ~ INV. IN=360.40 (YI-314) ~ Z ~ ~ ~ ; ` ~ INV. OUT=359.79 ~
. I ~ ~IG BY HERS . .x : Q ~ ~ ~ ~ ~ ~ ~ , ~ ~ : ~ DI-209 ~ ~
~ . rn ~ o TYPE CB,~=213 ~ ~ ~ \ . _ ~ a; ~ ~ ~ FFE=366.20 d I ~ ~ ti. I T/G=362.08 YI-312 W a ~ ~ ~ INV. IN=358. l . / ~ f~ ~ 1 O6 T/G=364.50 Z W
i 211 I ~ ~ ~ ~ H ~ \ / ~ ~ ~ ~ ~ : ~ ~ ~ INV. OUT=360.25 INV. IN=361.16 ~
~ '~Q 42.91 LF - 18" HDPE _ ~ A ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ DI-210 INV. OUT=360.73
0 1:00% ~ ~ ~ ~ ~ P / rx9 ~ z es ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ T/G=362.80 YI-313
~ °l~ o ~ ~ DI-202 - ~ : ~ d ' ~ I INV. IN=358.65 T/G=364.50 ~ I INV.OUT=358.55 INV.OUT=361.80
~C ~ \ • _
BOT: 36~ 64 ~ ~ / e _ . ~ ~ A ~ DI-211 YI-314
. 6\ _ ~ ''~9~ ~ _ ~ ~ ~ T/G=363.80 I . T/G=364.30
m ;a _ .-.`r I o / _ - a -JB-5 60.45 LF ~ RCP ~ ~ ~ TYPE I=A S F~---~ o ~ ~ INV. IN=360.17 (YI-212) INV. OUT=361.22
/ ~ / / ~ 0 1.01 % ~ TYPE 1=A a° ~ ~ ~ : ~ CL SS 'B' RIP RpP~ 11 ` ° INV. IN=359.18 (CB-213)
~ ~ 0.79% - - V A - _ _ / ~ ~ ' O'_Lx5 ICK J f ;t, 4\ INV. OUT-359.08 YI-406 ~ ~ ' ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ YI-212 T/G=363.40
_ ~ 1- 36 CLUB.. ~ - n ~ FFE=367.40 "E-367.40 ~ r ~ ~ T/G-363.45 INV. IN=360.59
~ gk G R DI 201 ~ \ - ~ FFE=364.63 1 ~ ~ 5 ~ ~ / : ( ~ ~ INV. OUT=360.75 INV. OUT=360.26
t ,R ~ Y y ; ~ / ~ ~ r ~ I , p0 ~ ~ ~ n ~ ~ ~ ~ ~ CB-213
d 1. \ ~ + . a ~ ~ ~ ~ v \ \ ~ \ _ ~ ~ ~1.,\ T/C=364.90 T G 364.00 ~1
~ 3 _ ~ FFE-356.99 \ \ ~ / 0 1 I INV. IN=359.60 CB_214 / 356.99 ( ) INV.IN=361.15 ~ , INV. IN-359.60 (CB 216) INV. OUT=360.05 ~ o
/ ~ ~ ~ ~ ~ ~ ~ ~ INV. OUT=359.35
/ , , \ ~ A ~ I~ \ ~ . NCDO ~~ASS B R1P RAP ~ YI-408 ~ ~ , ~ ~ ~ ~ CB-216 T/G=364.30
~ ~ \O ~ ~ ~ 5'LxB. x18"THICK CB- ~ v._ ~ ' ' o NCDO CIA ~,5,' B IP ~iAP - ~ ~ ~ ~ 1 T C=364.90 - / INV. OUT-362.00 ~
- ~ 12Lx~ YJ 8 fiH~CK ~ ~ ~ \ \ - . _ - , I 1' ~ 1 ~ / INV. OUT=361.00
~ ~ ~ ~,i _ _ ~ A / , - ~ - , - -
~ . ~ ~ ~ 3py;,A j ~ ,
/ k I_ ~ , C,~ i tx, ~ ~ A . - ~ ~ ~ p ~ ' F ~ ~ ~ .31 LF E D f~ z
z_ ~ w~ ~ ~ „ o-R' RCP U A. 0 I ~ TORMWATER ~ 11 Q
ACCESS ~ ~
o' ~I r 5 . 7 ~F ~ L ,i ~ \ " \ \ I ` EASEMENT ( \ ' 1 I ~ w
2 0-RING RC ~ ~ NCDOT CLASS B RIP RAP \ ~ ~ i \ - ,.,r ~ 15'Lx8.5'Wz18"THICK ~ RAP ~ ~ U, ~ I/ I~' J p+
~A ` I ~ B- i ~ ~ lF.~ ~f
' ~ _ \ VARIABLE WIDTH°-PR _ ~ . - : , ~ STORMWATER , ~
0 \ STORM DR,~INAGE ~ _ i \ ; WETLAND #1 \ \ SEMEN" 3 .9 ~ , : ( ~ o ~
~ ~ 50.2 ~
~ ~z b. ~ 5° 0-RING~~ R ~ ~ ~
o~ ,I ~ ~ RISER STRGC7URE ~ ~ ~ - ~ ~i A / o ~ i ®0:50%', ~ .
DI 106 ~i ~ ~ 4.1 LF 15 R P 2.42 LF~ ~~5 CP ~ ~ ~ _
= 0. 5% 1. ~ 0.85% ~ CB-1021. ; ' ' y t _ - _ /
3 : G ' CB 4 , , l ~ , ~ ~ ~
~ ~ s J -2 ~ ~ ~ ~ ~ I~ ~
~ ~ ~ TOP 1 =347x0 x/_1.1 , ~ ~ ~ ~ _ ' ~ z
~ 4 m _ n- e n ~ ~ , ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ FACILITIES, INCLUDING SIDEWALKS AND
-~°v V V a~~ - "'ir. ~/ten. / r.~...--~ ~ I~ ~ ~ ~ ~ HANDICAP RAMPS ARE To BE coNSTRUCTED ALL CONSTRUCTION SHALL CONFORM WITH THE reo,~cT rro. EPH-10000
_ _ 1' i ' \ ~ \ ` \ i ` oN ALL sTREETS AS SPECIFIED eY cITY coDE. LgTEST VERSION OF THE CITY OF RALEIGH AND ~N,,~; THESE FACILITIES HAVE BEEN APPROVED BY EPH10000-SD1
-\''^`_y. _ - ---_---J - _ , - - - EMOVE~42-...RCP-A - o~~ _ - - a~, f _ - _ ____FIAREQ.-EN{~ SEC110N _ - ® ~l ~ THE CITY OF RALEIGH AND SHALL BE SO NCDOT STANDARDS AND SPECIFICATIONS.
_ - J _ _ - - ~ - - 0~~ ~ - _ - - _ - n _ _ _ _ ~a. _ . r- _ _ _ T CB t ~ ' ~ - / \ \ INSTALLED UNLESS A CHANGE IS AUTHORIZED nES~crrEn sx: DLP ~ ~ / < BY WRITTEN APPROVAL. PUBLIC SANITARY ~
y-- ~ ~m__.. _ - - ~ ~ 1~ I SEWER EASEMENTS ARE TO BE RECORDED I ~ I HY' DLP
- - - l~_._...._.~... _ ~ ONVERT EXISTING ~ ~ r.X _ ~=t.Y__----...__~ ~ ~M. 15.43~C.F - 42" 0-RIND RCP \ _ \ . ~ opine m ci~ini nrrroTnnir~
0 0.97% CATCH BASIN TO ' < i DROP INLET 1 NC GRID (N6D 89) I ~ ~ SCALE: a = 20~
EXISn NG--sT oRw a~ I HATE: 1 1 -17-2011
OFtWINAGE EASEMENT A T_, Sp _F T PIPE TO BE REMOVED _ SE \ TRANSPORTATION SERVICES GRAPHIC SCALE I
60' PUBLIC R/W SHEET NO. \ \ I PUBLIC UTILITIES 30 0 15 30 64 T
l J~
\ CONSERVATION ENGINEER 1 inch = 30 #t.
PLANNING FINAL DRAWING - RELEASED FOR CONSTRUCTION IVIcADANIS

_ _ _ ~ ~ - .r - ~ - -
_~,t____
J IC CB-105 EW-400 EW-500 _ J IO ~ a STORM DRAINAGE NOTES: H
- INV.=356,00 INV.=357.00 = ~ - ~ ~ (fig T/C-361,25 1 1. ALL REINFORCED CONCRETE PIPE (RCP) SHOWN ARE W ~
INV, IN=349.27 ~ _ I ~ 1 TO BE CLASS III UNLESS NOTED OTHERWISE. ~ . Z o
INV.OUT=349.07 DI-401 CB-501 - T C=365.48 / T/G-366.90 / 6 y--"--- ~~I, ~ 1 / / CB~10 ~ I I 11 2. ALL STORM DRAINAGE CONSTRUC110N SHALL BE IN ~ ~ ~ W ~
DI-106 INV. IN=357.33 (DI-402) INV. IN=357.28 - 3 _ INV. OUT=357.18 / j , 1 ACCORDANCE WITH THE LATEST CITY OF RALEIGH ~ ~ ~
T/G-356.50 INV. IN=356.33 (CB-403) / _ INV. I N=350.76 INV. OUT=356.23 / / ~ ~ ° ~ ~ I ~ ~ ~ 11 STANDARDS AND SPECIFICATIONS, ~j Z 0 ~ „ ~ / a~~
INV, OUT=350,41 CB-502 ~ ~ I ~ l 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI ~ ~ W ~ v ~
T C-366.95 DI-402 SLAB TOP / - - ( ) INV. IN=358.09 % ' ~ ~ DI-107 T S=362.50 - ~ - ~ " / c~0 / / ~ ~ !I I I 1 COMPRESSIVE STRENGTH. ~ x z
/ _ ~ - _ _ INV.OUT-357.73 _ ~ ~ T/G-356.50 INV.OUT-358.10 HQjJ ~ v~® / ~ ~ ~ ~ 11 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE ~ ® ~
INV. IN=352.76 (YI-108) HOVE ~ j ` / ~ I ~ 1 STRUCK EVEN WITH INSIDE WALL. ~ x ~ FFE=3 3.75 / ~ / , ~ / ~ ~ ~ ~ ~ 1 ~ W ~ A m
INV - ` ~ ' _ _ FFE=3 3.7 . IN=352.84 YI-110 CB-403 DI-503 ~ ( ) T G=367.75 ~ ~ ~ ~ INV, OUT=352.44 T/C=365.55 / - - ~ ~ ~ / / w ~ r' i ~ 1 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED ~ a
INV. IN=356.71 (CB-404) INV. IN=359.42 , " - ~ ~ ~ ~ ~ ~ I I ~ JOINT SEALER, WHICH CONFORMS TO AASHTO ~ ~ ~ a ~ ~
YI-108 INV. IN=360.85 CB-409) INV. OUT- 358.92 ~ ~ ~ V ; - ( ~ % \ T/G=357.75 INV. OUT= 356.61 _ 4 i :u ~ \ ~ C ~ i v ~ , I 1 SPECIFICATION M-198 FOR TYPE B FLEXIBLE U2 Lh " ~ / / ~ ~ " I PLASTIC GASKETS UNLESS OTHERWISE NOTED. ¦ ~ pc°., / U~~a
DI 50 V INV. IN= 353:56 _ , ' _ ~ ~
INV. OUT=353.38 CB-404 T G-365.34 ~ FFE-367.25 ~ ~ INV.IN=360.93 ~ ~ ~ ~ ' ~ / / / ~ , ~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE Q+ ~ / / I~ STRUCTURES SHALL BE POINTED UP AND SMOOTHED ~ ~ W
T/C=366.12 INV. OUT=360.18 i ~ ~ ~ ~ ~ ~ / ~ _ YI-109 INV. IN=357.32 j ~ ~ ~ / ~ ' ,t , TO AN ACCEPTABLE STANDARD USING MORTAR MIXED Z U ~
T/G-357.25 INV. OUT=356.82 ~ / ; 6 ' \ ~ , _ ; ~ - ' ; DI-505 / _ , ~ / ~ ~ ~ ~ ~ TO MANUFACTURER'S SPECIFICATIONS. ~ ~ ~ ~ _ ~ ~ _ ~ A ~ ' e°
INV. OUT 355.11 i ~ ~ T/G=366.05 ~ FFE=365.SQ' ~~0 CB-405 _ ~ I 1 ~ ~ ~ ~ ' ` ' ~ - ~ ' ~ ~ \ ~ ~ ~ ~ ~ 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, ~ a ~ ~ ~
INV. IN-362.13 TYPE I , , YI-110 T C=363.45 _ ~ , ~ ~ I, ~ ~ / _ INV. OUT-362.03 ~ 45.69 LF 8" HDPE ~ L, ~ \ ~ , ~ A ~ ~ ~ ~ ~ 1~ FREE FROM ROOTS, VEGETATION MATTER, WASTE ~ ® ~
T/G=367.50 INV, IN-359.75 ~ 6 07 ~ 1: ~ ~Q ej - CB-213 01 % .m _ IN . _ INV. OUT=358.26 ' - \ O \ \ ~ ~ CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE ~ ~ ~ ~ \ - MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF ~ c
CB-506 ~ BEING COMPACTED BY MECHANICAL MEANS AND W ~
T/C=366.30 \,.~'~s~. i - ~ YI-406 INV. OUT=362.48 ~ ~ \ 216 _ - \ ' \ ~ ~ ~ - _ EX~STING. STOh SHALL. HAVE NO TENDENCY TO FLOW OR BEHAVE IN Z `I AA" ~ V ~ ~ DR + GE ENT AND A PLASTIC MANNER UNDER THE TAMPING BLOWS OR ~
T G=363.40 r \ / / INV. IN=360.59 \ ~ ~ _ ~ ~P~ TO ED PROOF ROLLING. Z
_ 50.43 LF 12"__HD ? S Y 1. o \ INV. OUT-360.26 i y== eJ i i _ 1.01 A.__._. _ t W ~ ~ _ ' _ 3SS \ ~ ~ ` ~ ~ 8. MATERIALS DEEMED BY THE OWNER'S ~ ~ _
CB 213 I_ ~ C13-405 - (P A D SE 3~HEET C- _ T/C=364.90 YI-407 _ \ ~ , REPRESENTATIVE AS UNSUITABLE FOR BACKFILL e~~°o11"'11jars'
INV, IN=359.60 (CB-216) T/G=364.00 ~ \ ® ~ \ ~ ` , , PURPOSES SHALL BE REMOVED AND REPLACED WITH se~0 ~ CARp ®®oo DI-106\ SUITABLE MATERIAL. o`~ ~Bo
INV. IN=359.60 (CB-218) INV. IN=361.15 I ~ ~ - _ \
T= 59.35 INV. OUT=361.05 ~ ~ " / ~ INV. OU 3 / ~ ~ _ / ~ \ \ 9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED ; Q' 2q°~
~ ~y - ~ \ CB-214 YI-408 ~ _ \ 111 IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND 4 ~~A~ ~ \ \ ~ \ \ \ I \ 6~\ \ q\ \ \ ~ ' ' THE PIPE SHALL BE THOROUGHLY COMPACTED TO I s 27645 0
T/C=365.34 T/G=364.30 ~ ~ ' - i ~ \ INV. IN=361.77 INV. OUT-362.00 j 1 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH
INV.OUT=361.19 \ ~ CT \ ~ ~ \ \ ~ ' ~ ~ 1'' THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) ;~2e°eFN ~ a
CB-409 ~ ~t - - ~T ~ x T ~ \ 5 ~ ~ ~ INCHES SHALL BE COMPACTED TO 100 PERCENT °m,0,~ i NE°a \Pow ~ ~ ~ ~ 1 ~ STANDARD PROCTOR, oBS R P~ e°o
YI-215 T/G=365.35 _ ' `fig T G=364.80 INV. OUT=361.35 " / ~ > 1 ~ ~ ~ ' ' 10. UNDER NO CIRCUMSTANCES SHALL WATER BE
INV. OUT=362,15 ~ ~ ~ ~ ~ ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER
\ B_ ~ ~ ~ ~ 'a PIPE HA5 BEEN PLACED. \ ~ ~
/ \
\ . - \ ~ ~ ` ~ Ire ~ ~ ~ ~ ~ I ~I~,~ ~ i ~ ' ~ ~
~ ~ 1 I ~ ~I I I
~ 37.98 LF~- •8" HDPE 'a\ ~ ~ '01 ~ ~ 3. t~ 1.00% ~ ' ' \
/ o \ ~ \ \ o p \ ~ ~
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