19970694 Ver 1_Site Plan_20000426

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' 50' UNDISTURBED NEUSE I ' ~ I I r-~~ 1 /
_ ! ~ ~ _ RIVER RIPARIAN BUFFER ~ ~ , r .a-:r- , , _ I ~ r _ ;~f~. ~ (MEASURED 50' FROM TOP ~ , , ~r r r r
u~~ ~ f ~ ~ r r ~ l ' OF BANK, BOTH SIDES) ~ rW~ r I ,l ~ r
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~ ~ 50' UNDISTURBED BUFFER r~-~ ~ ~ i ~ ~ ~ ~ + ' MBA UR~D 50 FROM_ TO i" i ` - - ~ ~ i $ ~ ~ ~ ' ~~-l~ ~ ~ I
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. I , ~ 'FEMA ' ~ 1 r_ f ' .
I ,FC~OD~JAY, _ 20' PRIVATE ; ~ ,
I ~ ~ ~ DRAINAGE EASEMENT ~ -'~~WE~ ~ ~ ~~i-,° . . ~ I _20: CITY .OF ,RAI,EIG~I' $ANy ' ~ ' " ~~A~~f / ll ~ /
I ~ SEWER EASEMENT ~ TY~. ~ , ` ' SAN ° ~ ~.r ~ ~
' ~ TO BE ABANDON D' AND ~ EX~ „ =1 ~ `,I , , C E E I ~ ~ I. , ,REALIGNED) - ,r ? - - ~
_
I ~ '30'" CITY OF RALEIGH / rna r H / r
I f /Sl'` ~ ,SA~.'S,EINER' ~AS~ME,NT '~°"t01 ~ - rrrE r - . , i ~s, ~ (rrP.~ ~ y ~ ~ ~ I~
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U I h IR-070.W i ~ I, ~ I m ~ ~f ~ c~
CI i~ i. COMMERCIAL COLLECTOR Q ~ ~ ~ C0
y I I ~ o z I. . ~ I ~ ~ TYPB i POOL to ; ~ - 41 B-B F 60 R I ~W~
' I n / TYPE W \ J I ~ „t,,,,,
- - - I m ~ a ( a a ;ii I~ ~M
. ~ , i ~ f~ , _ I ~ ~ ~ ~ FLOOD PLAIN NCTE: ~ x d
I ~ ~ I~'~ BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A z
~ ~ SPECIAL FLOOD HAZARD AREA AS DEFINED BY HUD a ~ ~ F.LR.M. COMMUNITY PANEL #3718300160 E ~ a
I ` ~ ;I; r ~ ~ ~~i DATED MARCH 3, 1991.. p y
~ ? I / ~ , E~ FLOOD PLAIN SUBJECT TO CHANGE AS PER CONDITIONAL Z 0 A
- I / 1r~ ~ 1 . , . . . I n ~ ( ~z LETTER OF MAP REVISION CASE #98-04-161 R) ~ p
TRACT 21 0 i I ~ ~ 0 1 ' I o n ~ rrr~ ~ ~t} Ooh Aix
. I 37,96 AC, t , , . o I ~ e 1 A v
, I TYP6ID O ',`~1 STORMWATER ~ ~ ~t~. W ~ F
, ~ I a CONSTRUCTION I _ QUALITY POND 1 11 ITS E DAT~~ ISTRUCTION Q'i z
. I HALF COURT ~ ENTRANCE ONLY I BASKETBALL RANGE ONLY DEVELOPMENT NAME: WAKEFIELD COMMERCIAL DEVELOPMENT W a
I . ,COURT 100 YEAR ~ I ~ A STREET ADDRESS; 14000 NEW FALLS OF NEUSE ROAD Z ~
~ CARwASH FLOODPLAIN A ~ , , , , I is~ WAKE COUNTY PN. (PORTION OF) 1739,01-38-2543 O ZONING DISTRICT: THOROUGHFARE DISTRICT (TD-CUD)
, ~ - - ~ 2 I W MAINTENANCE ~ ~ s . w I ~ UILDING Y ~ .t,~ t TOTAL NUMBER OF LOTS: 1 LOT
~ I w B ~ , ~ s~ \ . _ w I ~ TOTAL SITE AREA: 37.96 AC. SITE IS WITHIN CITY LIMITS: YES
ti Q I ~ ~ ' ~ w I ~ . I SITE IS WffHIN FEMA FLOOD FRINGE: YES
~ , J I ~ ~,;~'v ~`ti`. REFERENCE RALEIGH PROJECT; 5-107-97 PROPOSED BUILDING USE: GROUP HOUSING (8.4 DWELLING UNITS/ACRE)
. d V O , ~ U I - s ~CSS TYPE 1I ~ / MAXIMUM BUILDING HEIGHT, 50
. I ~ 9 s ~ ~r~eo ?marro ~ I „ ~ ~ / I N 7YPB D> ~ ~ ~
OWNER: UNITED DOMINION REALTY TRUST, INC.
, 1~ 9 ~ . I . 1 ' to ~ 10 SOUTH SIXTH STREET
RICHMOND, VIRGINIA 23219-3802
' i , ~ \ - . . y`~ ~ `
f F~
. I ~'J TYPE HI ~ ~ ~ - ~ ~ A BUILDdNG DATA.
. . . , 3 3 i ~ ~ _ I _ - ~ ~ BLDG BUILDING TOTAL
I ~ ~ ~ . , , ~ I ~ s ~ - ~ ~ TAP NUMBERS DWELLING UNITS
, I ~ ~ ~ ~ TYPE I 2,7,13,14 80 UNITS
. , , _ 3 I _ _ , ~ ~ 20' PRIVATE ~ TYPE II 1,3,4,10 96 UNITS ~~~~h~
_ _ _ , . / I s ~ r i DRAINAGE EASEMENT . , ~ ~ ~ T ~ ~ TYPE III 5,6,8,9,11,12 144 UNITS
. . , ' / - r ~ 50 UNDISTURBED NEUSE ~ ~''~°w~, TOTAL 320 UNITS
. ' ~ / ~ - - ~ ~ RIVER RIPARIAN BUFFER . . _ a . / 11 1. Q ~
/ ~ a TYPE W r , (MEASURED 50' FROM TOP _ / r OF BANK, BOTH 51DES) z
r / x
i ~ PARKING .SUMMARY. C7
j. ~ / ~ FEMA ~ i
. / FLOODWAY . ' , ' . ~ . i • , , ~ , - - TRACT 22 _ 0 ONE BEDROOh1; 112 UNITS ®1.5 SPACES/UNIT - 168 SPACES
/ ; - , WETLAND- ~ f r 10,79 AC, -TWO BEDROOhI: 148 UNITS ®2.0 SPACES/UNIT = 296 SPACES
-THREE BEDROOM: 60 UNITS ~ 2.5 SPACES/UNIT - 150 SPACES -LEASING OFFICE; 5,215 SF ®1 SPACE/300 SF, = 18 SPACES
/ . w D m -SWIMMING POOL: 2,500 SF ~ 1 SPACE/250 SF, = 10 SPACES
w TRAC 1 23 -BASKETBALL COURT: 1 COURT ~ 2 SPACES/COURT =2 SPACES
3 - I v , , S.OO AC. TOTAL SPACES REQUIRED = 644 SPACES
/ o -HANDICAP SP,~CES REQUIRED (2% OF TOTAL) = 13 SPACES
~ Z , ~ , -TOTAL SPACES PROVIDED = 652 SPACES
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~ FLOODPLAIN ~ . _ ~ '
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cv - reo~ECT No: UDR-99000
a F"~''`~~ UDR990AS.DWG
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GRAPHIC SCALE DATE; 7=00
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VICINITY MAP
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`a 3" SITE DATA Q
r~ POSTS MAY BE EITHER `"ER NERAL NOTES Q
a Ctlon Area 4"m PINE, 2"0 OAK, r e ro e OR 1.33 LB/LF STEEL GE EEC ZONING: THOROUGHFARE DISTRICT
'a m WEATHERPROOF SIGN AS F sicN As 1. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND TOTAL SITE AREA; 37.96 AC.
t ShIOWN ABOVE; SEE NOTES Do of n er FOR CONSTRUCTION AND sEE NorES T AND MAINTAINED BY ~r~oN ANO RIGHT-OF-WAYS TO BE OWNED, OPERA ED,
°p SPACING INFORMATION 2MATION THE PUBLIC AUTHORITY. TOTAL DISTURBED AREA: 12.0 AC. u, (LESS AREA PREVIOUSLY PERMITTED) ~ o
ORANGE, UV RESISTANT o iv RESisrANr 2, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF a a~E srRENCrN PIN PORTION OF 1830.04 51 0653 ~ v
3I41J DETAIL, HIGH-TENSILE STRENGTH NO SCAI"E 5'-C" J.C. MAX• ~ POLY BARRICADE FABRIC ~icacE FaeRic RALEIGH STANDARDS. # ( ) ~ M~ ~
N TES: W ~ I _ _ SITE ADDRESS; 10955 PONDEROSA ROAD ~ ~ °o
1. WARNING SIGNS SHALL 6E MADE Of DURABLE WEATHERPROOF MAiERIAI_ TFee PrOLectlai /1fe8 - 3. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL (1 800 a x ~ r N 632-4949) AT LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE RALEIGH SUBDIVISION ID. - - ~ ~
- SI C sic EXISTING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE ~ S 109 97 ~ ~ ~
2. LETTERS SHALL BE 3" hiGH MINIMUM, i DO NOL F.nier CLEARLY LEC~BLE, AND SPACED AS ENGINEER. ^ ~ ~~,,~11 ~ w Q'
SHOWN. ~ ~ 4' MIN. "-I ~ aN 4. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. J w ~
3. SIGNS ARE TO BE PLACED NC GREATER THAN 200 FL ON CcNTEK. I r - ACTUAL LOCATION AND DEPTH TO BE CONFIRMED IN FIELD BEFORE FLOOD PLAIN NOTE: Z z o
4. PLACE SICN AT EACH END OF LINEAR CONSTRUCTION. BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A W ~ © o
TREE PROTECTION AREAS AND 200 _ EXIS7INC FT. ON-CENTER THEREAFTER. _ GRADE EzisriNC SPECIAL FLOOD HAZARD AREA AS DEFINED BY HUD ° o Q\E"~
-n- - ; -L-- _ _ csnoE F.LR.M. COMMUNITY PANEL ~37183C0160 E ~ x
5. FOR TREE PROTECTION AREAS LESS ~ I, ~ ~ _I ~ - - - ~ ~ G~ _II I-I -II I~ DATED MARCH 3, 1992. ~ ~ ~ ~-III; 1-, ~ w o ~
NOACESSOTHAN ONE SIGN PE kPAREA.E ~ SUBCR ~)E _I ~ ~ ~ it 2 MIN. I ~ FLOOD PLAIN SUBJECT T Z w ( 0 CHANGE AS PER CONDITIONAL ~ .
6. ATTACH SIGNS SECURELr TO FENCL ~I =~1~ I. POSTS AND FABRIC. = LETTER OF MAP REVISION CASE 98-04-1 1R ~ ~ ~
7. MAINTAIN TREE PROTECTION FENCE ~ I== ~ # 6 ) ~ w . w ~ P....
THROUGHOUT DURATION OF PROJECT. I ~
3 ADDITIONAL SIGNS MAY BE REQUIRLD IIiSTALL TREE PRO CTION FENCE & SIGNAGE PPoOR TO CALLING FOR THE INITIAL "E iNiria~ 0`~ti~ CAR ~n,~~
BASED ON ACTUAL FIELD CONDITIONS. GN-SITE INSPECTIC BY THE CITY OF RALEIGH ZONING INSPECTOR.
0~ tiSS! ~ti . ~ o~ p,~ y
TREE PROTECTION ~1'ENCE SEAL
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1 I ~ l r ~/f1r i.i , ~ ' r I l: 1fY ~I' I'' TRACT 13 33.48 AC. ~
I AREA INCLUDES
i FUTURE ~ v ~n i ~ Zo
~ , TRACT 19 ; s r' 4 i i / ; 14.34 AC. RIGHT-OF-RAY ~ • '"~'w
: ~ ' l ~ i. '.i ~ta z ~ ~i a ~wc~a ~ I W~tOr~
~i i I f r i ~ ~ i i t TRACT 201 ~ ~ 1 1 / Un~
j/ ~ ~ i ~ 5.99 AC. i i t : ~ r i' ~I t ~ ~ 1- W ~ , ~ ~ UW~~~
. j i i I~ ~,t i I r ~ ~ I 1 I ~ . i. , ~ ~ i ~,..u., : ' f ~ RESERVED ~ O v ~ co FUTURE ~P ~ ~ ~ ~ ~
. . : I 1 ' l'.:. 1 1 i ~ ~ iron.., RIGHT-OF-IPAY I I I i O~ a z ~
,...'r ~ I ' .TRACT 18 ~ 5.15 AC - U ~ d W
' ~ ~ i " i ' • ~ • ~ ~ ~ i 50' UNDISTURBED 1.66 AC. f ~ 1;. i... ~ , ~W / i ~ N x rr~~ yy
~ ~ - ~ i ~ ~ ~ ~ THOROUGHFARE YARD 4 I; ~ ~ ~ , ~ ~ r '~.i _ _ ~ ~ w ~ x
1 _ r -------T' ~ /1 I w rx a ~ ~ J i. x~a
yr . ! ! ~ 1 r - ~ ~ I ; yy - ~ ~ , ~ . . - - ..cw.„.,..... - ~ ~ M....W.-- .~W., N Q•i LV - ~ O til .............._...,~--.~.~...r-
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' NEyY.- FADS : : E -FALLS-OF~NEUSE" RD_ ~ w 1'Y- ~ ~ . -
• (I~ERMITTED EPE~iATI+EY~-_Sl : i ~ i ~ ~ ~ ~ --t w - : - - a..~~ ~ ~ ~ ~~x . PERATI+EY~-. URRENTLY UND);R CONS`T`RUCTION ;f _ _ -=.T ~ ~ 'I i' ~ w _ ; o
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,m~,,,.,.-..~ , `s i ,'A i RESERVED j ~~II
~ i , 't 'I ~ ~ ~ . ~ PARIAH F R ; ~ ,l TRACT 28 TRACT 2. y'' ~ _ RI BU F~ ~ TRACT 29 FU'T'URE I ~ 1
" ~ ~ . ~ RACT 27 1.66 Ac. ~ i ' - - R FROM TOP. OF K l ~ ' 1.50 AC --r I , , ; ~ BAN) I 1.53 AC I ' 1.50 AC RACT 30 TRACT 32 RIGHT-of-11AY ; ~ c TRACT 31 ;ol 1.43 A 1.70 AC. 1.54 AC. f5.00 AC I
~ ~ - i 6 , r CT 26 TRA 1 I ~ !r X1.1 RACT 3 , I
1 i I i ~ 3.11 AC. - i i i : _ ~x~ ~ ~ 1.01 AC. J, r F+ I f ~ ~I
• I i ~~3 _ . ~ , 1 I ~ I ~ ~ > ' • ~ ~ ~.i~ ~ I 1 E T; S5 W ' ITY QF ! _ _ , _ ) :~r ~ , , I ; , . ~+I I? j ~ ' w. _ ,
~1 - . ' ' `~°°.,-...,~...,Aw.~. i i ~ RALEIGH SS •ESMT: BOM' ~ ~ ,I ' ~ : ~ _ , .~.W_...... - i , .
. CQI I i 1998 P6. 212521 i- ~--~1 ~ ' ~ f
: - ~ ~ . ~ m I ~ ~ I i ~ AKEFIE D s ~ ~ ; ; i' 5 ~ Y APPROVE i 1 =w~„ a •4•,. ! ~,~11 r ~ ~ ; 'r ~l p~VIOUSL I ~ ~~,a ~ ,r ~z~ ~ r I I i 1 I
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1 I F `s I'~,,,; '~I a~ ~ I. r. C~~ i i TRACT 48 ~ 1 <<t ~ ~ ~ 2.73 AC. ~ c ~ ~
. ~ ~ i~ : i ~ TRACT 251 ~ W i I h r ~1 EXIST., PRIVA,,TE DRAi?~+~E..-. I ~ ~ ~ ~ ~ H ~ ~ ~ , ~ ~
W ~ "r `r~~ ~ ESMT. TO BE'R ED W I~.; 1,00 AC. I j , ~f : i 1 ~~N : •.'i. ~ ~ / I ! , ~ ~ DEVELORMENT,°0~~`'1,R~CT~ 21~°' ~ I ' G ~~~7 ; ; o -a~u~ ~ I, ~ 0
~ ~ i I IANNTNN EXISTING 1R~ ~ I~'~: ~ ~ r ~ ~tTln~'] I, U , , ~ TO PONS FOJ3~~AY~ r` ~ ~ ~ n ~ '
~ ~ i / I I ~ PROTECTI01~ ~IEASUR~ ~ ! r ` i : I I ' ~ I t' Q 1 I i ~ AT SS EASQNENT ANO~~ ~ ; + a' i r- ~ 'G r~ ,fib H
' j ~ I : ~ THOROUGHFARE a`AR ' / , ~ ~ ~ i Cl~ I z I ~ r I r ( I W I ti ooZ ~ ti
: ~ . 'l ~ I .l . a ~ . ~ ~ ~ ~ ~ I ~ 1 .,1 ~ TRACT X252 I' b x~ ~ ~ I ~ ~ I ~ i ~ ~ TRACT 37 ~ V1
• r I r 1.88 AC. ~ ~ . I ~ "'y' Iv"~ C J ~ x ~ ~ I , ~ ~ TRACT 2~ ~ I o~ i ~ . T i 21 r ~ 11~ ~ o ~ 27.23 AC. ~ V , ~ a
I . . . ~ ~ 3 ~C. I,., ~ 11.41 AC. ~ I,. 7• ~ , , ~ d o AREA INCLUDES ~ : ' ~ ~ ~ ~ d ' ~ d ° ~d FUTURE j ~ ; ~
R'i ~ i i I r~ r t ~ I ~ I I , I C J ~ :ti, I I ~ ~ ~ RIGHT-OF-IYAY ~ ~ ~ ~
I ~ i 11 `I , i~ 1 1~ L . 1 I" x . , ~ ~ ,
I L ~ i } PR QSED R` tt~ 'l , 3,, ~ ~ I+~ ~ ~ ~ik . ~ ,ia
~ ATER r... ~ ~ ~ ~ ~ : TRACT,~253 i i r ~ k~ \ 1.82 :AC• I li 'I i:. ~ r ~ ~ i ~I, i ~ i ~ ~
~ ~ f i~ i i ~ ~'i I r ~a~ ~ a ~ x r ,il r
: ~ j ~ ~ i j'' e~ 1 ~ ~ ~ I ~ I. I I ~ ~ 'ii ~
u~ I ~ ~ I ~ 1 • ~ ,J ~ ~ \ ~ ~ ~ j ~ is 1 ~ EXI TREE LINE , I I I~~ TF TRACT 254 WAKEFIELD COMMONS '
LO WA :I ~ ~r : ~ P R ITT ~ ~ ; : • P I ~ L : i ll " r i' ' i ' 1.37 AC. SHOPPING CENTER ~ ~
i i (i i ' ~ w ~ ~ ~ ~ r I PREVIOUSLY APPROVED ~ I' (
~ ~ i I ~ I 1 : ~ ~ ' ~h ~
, J i o ~ u i : ~I; L,
~ o _ . - ~ COM ~ MON
1 ~ l ~ t, i n i ~ V I~ ~ - r ' i, , co~~ OAKS _ ERC~ DRIV f 1 9E ~ 4 4 COLI,E E UR ,
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DRL~ r I 0 ~L00 ~ a - mow. Op LY Z s~.~w ~ D) M ~
~ TRACT 22 I~ / ~ 10.79 AC. ~ N ~ .
~ ~ TRACT 23 . • ACT 2 5.0o Ac. TR 4 ~ ~ , ARC-960Q0
L a . , 3.88 AC. h AC. „ ~ I ~
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n - - - - - - - - - - - - - l SCALE: 1"=200'
DRAINAGE BASIN TO STORM DATE: 03- 24- 00 C_j
o WATER QUALITY POND CD GRAPHIC SCALE SHEET NO.
0 Q1 200 0 100 200 400
0) U C
O~ I 1 inch = 200 ft.
I U M WAUAMS
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~ I ~ - - - ~ i~ ~ _ , _ ~ r
• > t j ~ , ! ~ti ,`~z ' GENERAL NOTES
~ ;r _i ~ i
~ ~ ~ ~ NEUSE ~ _ - LLS ~F I ~ ~ d_~ _ . ~ NE _ 1, ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND ~.~I T WN PRA RIGHT OF WAYS 0 BE 0 ED 0 E TED AND MAINTAINED BY
r. THE PUBLIC AUTHORITY. ~ 1 ~
~ . 1 r I - - ~ _ _ . < _ v_ _ . _ ~ m _ _ A . _ - ~ B w. , ! Ir *C ~ ~ ~ I, ~ - - 2, All CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
- / 1 ~ _ ~ 2 _ . l ~ _,'-FES 1 _ . _ ~w. . _...~.w - .r ~ ~ c~ I ij ` I RALEIGH STANDARDS.
_...INV.=212,50 _ , R1M 219 0 ..;~.~._.r,_. _ ~ ~ _ r., ~ ; ~ ~ INV. IN=245,00(FIELD VERIFY) ti' - ~ s i ~ ~ ,l ~ ~ ~i ~ - - ~ I'. ~ 3, CONTRACTOR SHALL CALL 'NORTH CAROLINA ONE CALL' 1 B00 i I 1 r 1
, , - ~ , t a ~ , INV.' OUT_=.214.00 s ~ '„L, ' , ` ~ ~ i- 632-4949) AT LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE U EXISTING UT1LI11ES LOCATED. REPORT ANY DISCREPANCIES TO THE
• , . ~ r' t ~ ~ _ : g8 LF 18"RCP ....r i ~ i i t VELOCITY DISSIPATOR ®1 71% ! N r E G NEER. ~ ~ ~ i ~ 'I ~ ~
. - l ~ ~ ~ ~ ~ - ~ 9'Lx6'Wx22"THK - , . ~ 1 ~ ~ ~ ~ ; o r' ~ ~ ~ ~ _ I 4. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. O" O
~ ~ I ~dl~~~: , , 1 ~ CLASS B; RIPRAP ~ , i Q U~ ~ ~ ; ACTUAL LOCATION AND DEPTH TO BE CONFIRMED IN FIELD BEFORE H
• 1 ~ ~ ~ ~ ~ ~ > > _ `lL ~'i CONSTRUCTION. w z I I l ~ 1 - , l~
~p ~~u ~ .r' r-- ~`.i > y . ~'y I ,
z • ~ ~ ~ ~ ~ ~ ~ ~ ~'ti~,° INV. OUT=212.70 1 1 I ~ ~ 4" I l i
ALUMINUM BOX CULVERT l , ~ ~ ~ ~ ~ ~ ~ SITE DATA ~ a . 1 ~ ~ a ~ I ~ 'i w
3 > > ~ _ ~ - r-' ' ~~i (STRUCTURE PLATE) _ ~ CONTECH STRUCTURE 75-E / ZONING, THOROUGHFARE DISTRICT N a ,~IIII~ I I~ w~h
_ ~ ) > ) i > i _ LENGTH, = 50.25 FT. < < , I l~ 1, ~'J J j e 1 ~ fl ~ V I E ~ f ~ TOTAL DISTURBED AREA: 12.0 AC. l z
~ , > > ~ ~ 22~ SLOF~ = 0.50 1 i > > ! ~ I z In o w, ti I ~ 1 ~ LESS AREA PREVIOUSLY PERMITTED ~ I ~ ~ Hao I W
j ~ ~ ~ J t r . ""~z~~ ~r_ ~ ~ ' PIN (PORTION OF) 1830.04 51 0653 a ~ Q ~ 11 Q
• J ~ , ; - ~ ~ SITE ADDRESS: 10955 PONDEROSA ROAD ~ ~
~ > > > ~ ~ ~ l ~ VELOCITY DISSIPA70R 1 ~ ~ ~ _ ~ ~ 1 ~ ,I RALEIGH SUBDIVISION ID. ~ S-109-97 e~
~ F 1 ' x "THK ~ • ~ _ 26 Lx 5 W 22 ' > > ~ ~ ' ~ ~ ~ VELOCITY DISSIPATOR 2 ~ , I t E W ~ pq J I jl ~ ~ i ~
• ~ _ ~ ~ CLASS I RIPRAP ~ > ~ ~ , ~ 48 Lx26 Wx22"THK _ ~ I I~ 'III ~ FLOOD PLAIN NOTE: w . a7
CLASS I RIPRAP > ~ > ~ I ~I 1 I ! BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A ~ - ~ ~ 0 ,r , ~ ~ 1 ~ ~ :I I~ ; ~ ~ ~ SPECIAL FLOOD HAZARD AREA AS DEFINED BY HUD ~ a
• r~ r i w I, ~ I r F.LR.M. COMMUNITY PANEL ~37183C0160 E
f ~ , , ~ ~ ~ ti INvV• IN=213,00 ll DATED MARCH 3 1992. ~ l ~ , ~~~~unu~~~~~
~ , , (FLOOD PLAIN SUBJECT TO CHANGE AS PER CONDITIONAL ~ CARD
> ~ > j ~ E ~ j P ~ , t ~ 1 ~ ~ ~ . ~ ` ~ ' l ~ ~ LETTER OF MAP REVISION CASE X98-04-161 R) p ~ I ~i - 1 l I ~ ,I~~ ~ ~ p~ E I p y ;
t ~ i°- . ` w r i I I I ~ti .y
• > ~ ~ > ~ j _ ~ ~ P - - ~ ~ ~ ~ ; ~ 1 , , . 1 ~ 23~
~w r i i l'
r r > ) ~ > WETLANDS ~ ~ ~ f ~ - r ~ I ! t I ~R
~ ~ ~ ~ ~ I i i a ~ ~ i ii
~ , a ~ > ~ ~ r ~ ~ ~ ~ ~ DAM SPECIFICATIONS rs
~"j ~1 • . j j ~ , - r _ W I ! ~ ~ FILL AND EMBANKMENT SPECIFICATIONS ~ ~ .
~ I I ,.9 ~ _ ` ~ I 1 ~ ~ 7 l , J w ;~'ti, ~ ~ I f ~ ~ ~ ` 1. FILL FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND L' w I ~ ~ a
{ al .,t I>) > i I COMPACTED TO AT LEAST 95~ OF THE STANDARD PROCTOR MAXIMUM DRY Q w I f DENSITY, AT OPTIMUM MOISTURE CONTENT. NO TRASH OR BLASTED ~ Z ~
I / EXIS~ING~ ~ I L1 _ ~ ~ ° o
> ~ > i _ • 66' RCP, 'el MATERIALS SHALL BE USED IN EMBANKMENT CONSTRUCTION, SOILS SHALL o z a ~ NOT EXHIBIT EXCESSIVE SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. ~ ~ >
10.. ~ , i i • ~ ~ 1 ~ „ ~ ~ o E ~ 1 ~ 2. A KEY TRENCH SHALL BE PROVIDED IN EMBANKMENT FILL AREAS. TH ~ z
/3 ~~~i i I > It1 ~i i~ r '~l~ ( I I i i 1 'i w o a TRENCH SHALL HAVE AN 8.0' BOTTOM WIDTH AND EXTEND A MINIMUM OF 3' a ~ ~ Q
I ~ ~ ~ ~ ' BELOW EXISTING GRADE. TRENCH TO BE BACKFILLED WITH IMPERMEABLE ~ m ~ o ~ 'yl ~ n z m i z o
~ I ~ MATERIALS AND COMPACTED TO AT LEAST 95R OF STANDARD PROCTOR p ~ z °a - ~ ~ MAXIMUM DRY DENSITY AT OPTIMUM MOISTUR NT N w I n E CO E T. N z
1 ~ l , r I ~ ~ I ~ O r~+ ~ ! o ~ ~
; I ~ o ~ ~ ~ i'i' I ~ CONCRETE PIPE SPECIFI ATIONS ~ o TEMPORARY G(ZAVEL ~ C ~
i z CONSTRUCTION. ENTRANCEi ~ I ~ z ~ a ~
/ ~ > > ~w~~~:. > 100 YEAR I ` ~ ~ 1. ALL CONCRETE PIPE SHALL HAVE CONFINED 0-RING RUBBER l ~ ~ GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361.
~v ~ ~ ~ FLOOD PLAIN ~ ~ 1 I ~ ~
I ~ n ~ i , o
1 I ~ , •I 1
~ ' U '~C
TRACT 21 r ' I I I ~ ~ zo F"I N H
- i I 37.96 AC. ~ I '~~C ~ ~I ~ ~ ~Emo~
~ ~ 1 ~ ~ ~ 7 _
' ~ ~ ~ ,~~w W ~m I U aG
~ EXISTING 8" SS WITH 20' CITY OF I~ ~ ~ RALEIGH SAN. SEWER EASEMENT W i~ ~i OUN~CO
BOM 1998 PG 2125-2130 ~ 1 ~ ~ ) . r ~ ~ ~ 1 ~ j ~
i ~ ~ ' r I yy a' fL z ao t ~ :U l t ~ f , r , ' I` y~ ~ d •WOf
I S T , I ~ ~ r ~ >vxz
I I ~ I w
I ~ ' I ~ w W o.0. I ~
I ~ EXISTING TREELINE ~ ~ I
I q ~ , li ~ r ~ 'r~0~ 1 ~ W W
~ - ~ . ~ `j~. ~ ~ , i ~ \ i ~ ~
I li ° ~ , , ' ti ii 1 ~ w ,l I~,
I I~ • ~ . ~ _ _ ~ , 1 _ m o A j
1 ~ • t... j 'j
I ~ ,I
I 1 y r ~ ' ~ I j 7•~, I ~ I l ~ ~z II ~ I I ~~I
I / ~ ~ I ~ , i . I ~ I I
• ~ ~ ~ ~ . ~ , ! ~ f ~ 'I I } ~ '
~ \ . ~ ~ FOIZEBAY 2 t ; ~ I ~i I i
. ~ ~ ~ ~ ~ I 1
NWSE = 207.00 I ~ ~ ~ ~ ~ ~ ~v• ~`I l`~_ 1 " `I ~ i ~i i
I v l i , i ~ I i h l
i v ~ I I l ~
I~ ~ ~ ry ~ a ti t', ''i
1 I v I ~ `L, ,
~l 1 TOP OF BERM I ~ \ ~ , • II \ EL. 213.00 ' ~ hh~~
I ~ ,,i ~ ~ H
~ ~ 1 1A ' i4
_ ~ I ~ v ~ ~v ~ ti~~ ~
~ V I~ n~o°N w~TER QUALITY I it N ~ 5t ~ ~ ~ ~ 'ti'p, ti,
I ~ v,, ~ o ~ POND i ~'~1 Z ~ ~ ,
V 1 10' WIDE I ~ ~ NORMAL POOL ~ 1, 'S .,',t ;
( I MIN• / ELEVATION = 207.00 ~ i I I I WEIR BOX OUTLET STRUCTURE
• CREST = 209.8 ~ I~ _ ~ . a o p hpgl ~ I
I INV. our - 200.00 ; i I ~ SEE DETAIL r ~ 11 L. '.A ti,,
~ ~ ~ • ~ ~1 ~ w ~ x
I • ~ ~ ~ ~ 204 ~ OREBAY ~ , i s ; I I\ I~ LOCITY DIS IPATOR 2 e r ~ 5 ~ / d ~ ~I ~ . 1 ~ ~ 1„i r
I \ ~ ~ Zoe ; I I NGDOT C SJ "II" RIPRAP 2~~ i f ~ ~ ~ w _ ~ 't t '
I I ~ 1 6311.x39 W 27'fHK 212 I ~ r' , ,q ~r' ~ ' \ ,l W., 1~ 11
r- I Y , ~V, ~1 r 1 ~ Y r q~ ~ a - I 1 I I (SE6 DETAIL) ; ~ . " '\J ~ \1p ~t
v I J ~ ~ I ~ ~ ! , l ` ~ °
1 17 ~ I \ ~ \ \ ~ , ~ 11 ~ ~
3 I `1 ; I~ i 1 . ~
u~ I ~ ~ ~ 60 ~ ~ • I ~ 146 ~ 0 66% " l r , I ' ° 3 ! ,
o I ~ 2- p® o , ING RC ~ ~ • r,:, e ~ i~, ,°`ti ~~~I ~ ~ \o
r c°v I 'I~ ~ ~ O ~ 6 o ti ~
~ I ~ ~ ~ ,n I II ~o ~ ~ _ _ ~ r~..~ 1 ~ ~ J r~;,1 ~ r' t~
~ ~ NWSE = 207.00 ~ I ~ ~ r• ~`°O t \ ~P ~ ~ J
I o I • , i'
I ti . . ~ ~ ~ ~ r .T.
~ n, i.~ I ~ ~ , y , . l ,'i/ ~ FRO]ECT N0. ARC"'960aO
n I I, ~ NCDOT STD. 838.28 . r ~ I
a I a REINFORCED CONCRETE ' ~ I ~ N W I E D ALL t" i FILENhME: ~ ~ UDRAOND~,DWG
/ `'i I a ,,Lti
a, I ° 3 I \ ~ P' ' i n~81GNEp BY: ~~S pACi
D I ~ ~ ~ \ j i , nxaarl aY: ` SR W
I t 1 _
sc.cE: E2-2 0'
5
GRAPHIC SCALE DATE: 04-00
O \ sa o 25 bo goo o
O I \ T I \ I 100 YEAR SHEET NO.
/ FLOOD PLAIN L' 1 1 1 inch = 50 ft.
~ WETLAN S CJ 1'
NiMeADAMS

NOTES:
1: FILL FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MAIIRIAL AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO TRASH OR I+IASTED MATERIALS SHALL BE USED IN EMBANKMENT CONSTRUCTION. SOILS (DOUBLE BARREL)
SHALL NOT EXHIBIT EXCESSIVE SHRINK/SWELL OR DISPERSIVE I'IIARACTERISTICS.
2. A KEY TRENCH SHALL BE PROVIDED IN EMBANKMENT FILL AI;I AS. THE TRENCH SHALL HAVE AN 8.0' BOTTOM WIDTH AND EXTEND A MINIMUM
OF 3' BELOW EXISTING GRADE. TRENCH TO BE BACKFILLED WITH IMPERMEABLE MATERIALS AND COMPACTED TO AT LEAST 95~ OF STANDARD
PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTI NI. 4.33' TYP. 0.6T
' VARIES SEE GkN SING PLAN (4'-4") ~ (B")
_ ~ ' ~ G • Qi ~
TOP OF BERM EL 213.00 I ~ U d~
OUTLET STRUCTURE Z H ~ W ~
(SEE DETAIL) ~ x x
12' WIDE AQUATIC SHELF AT BERM SECIIUN N I N ~ ~ @ z-
6:1 SLOPE. EXTEND AROUND ~ 1 ~ a~
WEIR OPENING CREST EL 209.80 PERIMETER OF POND FROM 3 MAX. - EL 205.00 TO EL 207.00 ANTI-SEEP COLLAR (X5) ~ a Q w~ ~ Ix ~N
WATER QUALITY STORAGE 2.25' MIN. PROJECTION w ~ G1, z
NORMAL POOL EL 207.00 FROM BARREL, SPACING TO 1 z zoo ~T.~ ~ o 0
UPPER INVERT PVC SIPHON ~1 BE 24'-8" ON CENTER w ~Q°
2 ~1 (SEE DETAIL) Z,5 1-6"0 PVC INVERTED SIPHON 6 Q ~ 2.25' MIN. 60° DIA 60" Dlk 2-60° DIA (f~ ~ ( I
_3°) 0-RING RCP 0-RING RCP 0-RING RCP ~ x ~
W U Q ~ G+a ~
1 z ~ ~ .m
2 NCDOT STD 83 - ~ ~ W~ ~ NCDOT STD 838.28 Z a a
DOUBLE 60" EI DOUBLE 60" ENDWALL W
1,~,l~~~uu~,~~~~,
. CARD
VELOCITY I VELOCITY DISSIPATOR ~ i ~
2 - 148 LF 60" 0-RING RCPT 0.68% NCDOT CV NCDOT CLASS II RIP-RAP ~ ~ F~SS~p ~ . QQ 9 63'Lx39'Wx27"THK
8" POND DRAIN EL 202.00 63'Lx39'W~ c 4 SEAT.
234
1 I
1 KEY TRENCH BARREL iNV. 1 OUT=201.00 NOTES ~
2 BARREL INV. (SEE NOTE 2) I1j +Q
POND INVERT EL 200.00 IN=202.00 WATERTIGHT JOINT AT 8.0' 1. CONCRETE SHALL HAVE 3,000 psi MIN. 28 DAY STRENGTH. 7. PROVIDE WATERTIGHT JOINT AT BARRELS.
OUTLET BOX/BARREL x c?
INTERFACE
CONCR TE - E ANTI SEEP COLLAR DETA IL a
J N.T.S. o z w r ~
N.T.S. s U p
U W p
a. 3 ~ m ~
z ~ 1~
o N W I Q
0.33' 0.50' TYP. ~4 REBAR (TYP.) 0.33' _ ~ Z
SECTION B B W ~ ~ ~ a
ENDWALL
~ o
~ °o W IR PE NG WE R 0 ENI G C U
N N 4.00' 67' 67' 9.0'
9.OEu20'H WEIR OPENING ~ U ~ ~ z~ (IYP,FRONT ANU BACK) ~ DEP - ~ ~
RESSED PODL ~ ~ I (SEE SECTIONS) I Q Ml ~ ~ ~ O ~
1.5' 9.00' 0.33' 9.00' o Q 60" DIA RCP ' I ~ W ?y p ~
0 9.66' 9.66' q Q I I Q U H~~Wt~ Z Z Qi' r,~ ~ Qj W
(SIDE VIEW) O I I O w V .COm~ ~ ~ ~i 0~~~`CO
FRONT AND BACK OPENINGS Pvc IN~}~ERrED (FRONT VIEW) SIPHON ITED W I I w ~ ~ d I~ ~ fn 0 f!1 ..7 U ~ I
I -~-I 8" 1HICK (TYP.) '~:a 7^+ ~ ~
I ~ ~ I a ~ - W N ~NxW
0.33' 0.50' TYP. 4 REBAR TYP. 0,33' ~ ~ I ~ I ~ w w~~o~a
ATTACH TRASH RACKS TO WEIR BOX WITH HOT-DIPPED " I ii ~ I ~ w 'fix I CLASS "I" RIP RAP ~ ~ 0,
GALVANIZED STEEL CLAMPS (28 EACH FRONT AND BACK I I AND 14 EACH SIDE) ATTACH CLAMPS WITH (2} 4"x1/4" ~ I~ I 60° DIA RCP I ~._.S- I w x p~
I I ANCHOR BOLTS (EACH). CLAMPS TO BE COATED WITH A I lI 11 I I I J ~ a, lJ 11 °"~o~
~ o BITUMINOUS COATING. I I ~
~ o W 1R PEN NG i 1---~1 cv cv
S.DO' 8.67' n 8.6T 5.00' ~ ~ o A
0
2.0' 18.67' 18.67' 2.0'
1.5' ~ 9.00'
0 9.66' FRONT VIEW ~RONT VIEW 1DO' 35.0' SECTION 8-B 5.D'
(SIDE VIEW) SIDE OPENINGS
(FRONT VIEW)
NCDOT ! NCDOT STD 840.54 PLAN VIEW
N.T.S. MANHOLI COVER MANHOLE FRAME AND COVER
9.0'Lx2.0'H WEIR OPENING =III=I - ~I
a (IYP.;EACH SIDE) - - ENDWALL ~V -I ~ I=I ~ I=_ z
N I I-1I I=1 I I=_ a
I ~-1 i I-I i t=I i 1_ o --`-I 8" THICK (TYP.)
I 63.0'
I 5.0' S.0'
1 I I J J LF 6" 6~Ij 4D PVG 2 I 2-60° DIA RCP
NVERTED SIPHON CKOOVE END OF NOTES; ~ IRCP IN70 OUTLET NE END OF - - - - - - - INTO ounEr n, Q
1. END SECTION SW1ll BE CONSTRUCTED 20 LF 8" UI IBUX WALL WITH 3,000 PSI MIN, 28 DAY STRENGTH POND DRtiN WAIL 5.0' 2-148 LF 60"m 0-RING D.O%
CONCRETE OR SOLID MASONRY (WATERTIGHT) RCP BARRELS ®0.68% _ _ _ - _ - _ 1~ - - - - J" 27" THICK CLASS - - - II__III-III-III-- III-III_III-III
- - - - --C_ ~ ~ 2.5' "II" RIP RAP III-I 1I- - - - - - I-III-1 ~ I-1 I I-- _ - o~% ~ I I=1 I - _ _ _ III i l=1 I I=III= _ I =1 I C7
GAS'XET WALL
SLEEVE 4"x 4" 6~6 WELDED WIRE 8° NON-RISING -III= _ ~ - _ - ~ I-~ I ~ - NATURAL GROUND -III=1 11= _ _ _ - _ =III=i
FABRIC EMBEDDED MIN. 2' INTO STEM GATE VALVE I~=iii=1 I I=1 I I-1 I I I I-1 I I-1 I I-1 I I-1 I I- I I III-1 I I-1 I I=1 I I=''
8" 0 DIP DRNN PIPE CONCRETE END SECTION 2.6' 9.0' 9.0' 2.6' FILTER FABRIC
E
SIDE VIEW 2 NOTES: SIDE VIEW SECTION A-A
o ~ s ~ I i ~ ~
1. CON R TE I e" 0 DIP C E RE NFORCEMENT AND OUTLET BOX DRAIN PIPE STRUCTURAL. DESIGN BY OTHERS. LET BOX
0
v INV. ®ELEV, = 202.45 2. BOX SHALL HAVE STEPS AT i'-2" CENTERS IN ;ENTERS IN
~ ACCORDANCE WITH NCDOT STD. 84D.66 Q 5.0' 29.0' 5.D'
m n v ~ ~ I r" ui ° ° o o
o n III-1 I I=1 I I=1 ~ 27° THICK Gf~s III=1 I I=1 I I=_-
r N I ~ ° ° _ I I = -III- 2.5 "II" RIP RAP = ~ -
~ ~ 3.00' 0.33' 1.50' 0,33' I~
~ ~ " 1` III= ~ PROJECT N0. III-1 - -------III=111 NATURAL GROUND AR~'^'~6Q~Q
(O'-4°) II-III,;,III,;,II ,,,III,,,III,,,III,,,III,,,III,;,III ~ FIiENAME:
UDRPOND3.DWG FILTER FABRIC
ISOM T V RIC I W DESIGNED HY: ,JES/DAG
I END VIEW (WITH TRASH CrUARnI P(INTI (1T1TT.FT ~TRT11 B - B DRA11N ~x: CTI ~TRT1f'TT1RF TIFTATT, sRw
j 1 V1\L VV1LiJ1 1..l J1YV~ U K-1 J 1 V V V 1 V L V 1J L L i l a 1 J"
o N.T.S. N.T.S. SCALE: N.T.S.
t~ DATE: 03-24-00
0 v
0 CT)
a~ v N.T.S. SSIPATOR SHEET NO. VELOCITY DI C-3
m N.T.S.
3 U M

T2 OF T3 TOP & BOTTOM Z
TWO PIPES 8'-9" SEE STO. ~ 838.45 FOR GENERAL NOTES.
y'_1 )JI6" T5 ~ 6" TOP & BOTTOM 0" ~ U1 HREE PIPES 13'-0" - f•- t0"- -
II 916 - ` „O„ ~ L I SPA. ~ 11" 2„ 2" ~ ~ .
°Z" BARS IN ~ 2 FILL FACE 2 ~ ~ L U TOP OF FOOTING ~ . ~ - FILL FACE ~ O ~ ~ ~ l
o c0 ~ WING WALL 'V ®11 W Q Z T UQIt Z2 ~ PIPE NOT °H^ ~ ~ tJ CD
~ SNOwN Q Z ~ W U
~ 4'-3" TWO ®WING WALL II ~ ~ ~ ~ `Z ro . l~ O O CY' PIPES 5" - u) V ~ o x o
~ Z 1~ ~ qh 3-N1 ro ro 8'-6" THREE ~ I ~ ' ~y 0 U
S' Z3 N I T4 N PIPES T4 ~ W ~ 1 , W U-~1 W z I ~ ~ ~
Oa 1~4' SPA. ®11" "N" BARS 6 - g" T5 ~ 6" ~ 8" ~ ~ xa
3 - N2 IN BOTTOM OF FOOTING g, 2'-113J16' 3'-0" U~' SECTION - AA ~ ~ a~
~,n PLAN SECTION - BB
BILL OF MATERIAL FOR ENDWALL lit ~ C4
17'-6" TWO PIPES REINF. STEEL 2 PIPES 3 PIPES J ~f ~ aN W ~ ~ z
26'-0" THREE PINS BAR SIZE LENGTH N0. WEIC}fl N0. rn;~y{) J V) z z ~n o
N 2-V1 ~ 1'-6" N ~-G2 OR G3 B1 4 5'-6" 8 29 12 44 ~ " STR. f nCE B2 4 - 4 12 4 1 ~ ~ W moo a H ° ton
?-B1 V1 ® 9 FILL FACE ~ 4 6 2 O ~ ( ~ m B3 4 6'-6" 4 17 8 35 ~ Q ~
V1 STR. FACE ~ I ~ x x
W G2 7 17'-2" 2 70 - Z 2-82 _ l.I w c~ o w
i G3 7 25'-8" - - 2 105 ~ [I 0' W _ ~ ~ w . v~
N , ~ : H1 4 6'-0" 10 40 10 40 Q ~ (I I o ~ 00 to 0 In 3" (y DRAINS H2 4 4'-0" 4 1 1 4 11 ~ W ~ W O ~ ~
m I 6" ABOVE 0 ~ = w
~ FEOw uNE ~ ~ - ~ Ni ~4 3', 11" 14 57 18 74 ~ U ~1 ~~,,~,Itu,,,,rr~~~
SPA. ®11" FILL N2 4 3 -5 6 14 6 14 ~ Z <JL 6" 6" ACE 2-V2, 2-V3, 2-V4 Q CARD
2 SPA. ®1'-10 1/2" STR. 0 O __I FACE 2-H1, 1-H2 z U n ~ 4 FESSIp ti
. CONST. JT. 2_B3 -B1 -N1 ~ Q~ 9 ;
10 -4- 1 H2 T1 ~4 21'-2" g 85 - - Q LY 3 SPA. ® 1'-3" FILL SPA. ~ 1'-10° T2 ~4 29'-B" 6 119 (n ~ F Q SEAL
ELEVATION m FACE 3-H1, 1-HZ v2 sTR. FACE W 1 V2, 1-V3, 1-V4 - I ~ 2349
T4 j~4 5 6" 6 22 6 22 ~ Z z 7„ I V4 T5 4 2'-6" 70 117 104 174 J ~ l~l "s ; ~
312' Z1 3 -9 V4 Vi 4 6'-3" 12 50 18 75 C~ ~ ~ 1 J ~ - Z2 3'-3" 7" I, 1 V2 4 5'-1" 6 20 6 20 l~ rrrri~ t
o : V3 }J4 3'-11" 6 16 6 16 ( ~
~ _ 8" ~ V4 4 2'-9" 6 11 6 1 W [ i I Z3 2' 8" ~ 1 _ N ~ H ~ ~ °Z° Z1 5 4'-4" 4 18 4 18 ~ C1 c~
H 1 5' S" K T4 'w J 4
H2 3'-5" - I I ~ Z2 4 3'-10" 4 10 4 10 ( 1 1' 1"~ ~ ~ 3-N1 5-N2 L. Z3 ~4 3'-2" 4 8 4 8 4 Fes-
"H" BARS "N„ 5 sPA. ®1 r' BARS " „ O 21 33
Z BARS H ~ _ ~ U ~
"H", "N", & "Z" BAR DIMENSIONS W1NG ELEVATION REINF STEEL LBS. 607 8U8 SHEET 1 ul 2 U o'
ARE OUT TO OUL CON. R.C. CU. YDS 9.9 B ~ H t~ / 7.9 Cn m O
' z a W
N p
rya ~ U O Z
W o a' Z Q
SHELL OATA•HS•20 LOADING TAtlLE•iABLE 1 ,..g U ~
PLATE AND RIB COMBINATIONS WITH ALLOWABLE HEIGHT LOF COVER A a c G o z
E Stnctun Span "A^ Riw "S" An. NGICG HRSICRS Min, Mu. HGICG MRSICRS Mln. Ma. HGICG HRSICRS Mln. Max. HGICG HRSlCRS Min, Max. HGICG HRSICRS Min. Max, Numtnr {Flan.) IFt.an.l (SQ.nI (Gavel ilnchesi IFaetl iGapal (IncNel lFeeO iGape) pnchu ~ • ~ ~ c~F~o~
7S 24.0 5~ 9 t0(++.' 2l7 919 7-0 7.) 7~7 979 Z.5 4.8 711 9l9 i 20e1~9 IG4lsel Iln~ deal L7 50 I ~aRpel pn~~esl (feet] a w..,:-~
50 ADDITIONAL SHELL INFORMATION f - U ~~N~~
Sioa Haunch Crown Arc Leg Mgle'E" Plate Crown Arc Max. Max Snell Slrudure Lenytn Lanytn'D" (Cep. Lengtn Length"C" eNtslFt. W11Fl. W UWm~w
Numhar "C" N N Min, N N riacn fLhs 75. 27 0.5 4:18 10 t8 B7J 260 ' ~ ~ FUILINVERT - - o V
' ~ ouppiemenlal Plate i eiq o y ~ ~ a is ~ ~ Inl illirkness yin i'Mmh N) 4~s i Eacnt
nFJ,Owau , i 20x C~LYERT HEADWALL No. ~ as °is > > i~aTsey NxW
I ,C" Ancnor 1'6" Structure No. 1-39 Crown Arc Len th RoG to 9 Crown Rlb'ZI swoon 2' Structure No. 40.87 ~ VE r-I r~.~ Z. s ~ _W W~~o~
Nc 5?an'A' Rise "a" WiNn Ha m Fran GO r 'S L/'-p 5'•9' 70'-0' 9'-5' ' Vertical jointlsl ~ p" a G.
Haunch Ribl~ A Headwall width (always 90° to structural W Wp¢ Ceolextile -Reinforcing Rib ~ ~ (Yi
- i ~ ~ ~ or Win Panel(7~a1 En rz.ai Win wall~'•s~rsl Geotextlle ~ W ~ ~ g t = Corrugated Shell ~ N Scallop Plate ~ r~ O
~ ti I aa~ 9 d Panel Cent End Panel Iz.al ~ ' C ,c ~,a e er Panels End Panel~~~Jt ~ Corner Panel .Win Panel ~sr ~ a w-3 ° 9 + -Supplemental Plate _ g~, x ?,~a Corrugated Invert's~ r! ~ W
c°i ¢ m o ~ Dimension D ~ A e ~-3' : ~ ~ as a I I Q ~ ; N 5 Q• Table 5 i ~ ~ w
m°i ry °j o ~ Headwall Ca ~ ~ ~ U P ~ - E Span "A" (See "A" on Pa es 6 & 7) O A Elbow Capls~ ~ ~ ~ I
r 9" x 2th" ~ Wale Beam A ~Recetwng Channel Toewall Width
Corrugated Shelh7j r 2•~ , u Filler reinforcing rib to Anchor Rod (typical) 1 i "G„ Y , s~ I ~ ~ i
Span „A., H ~ 131 ~ SrA S eight y • 7 be punched and fitted G aQ - i Full Inv
I ; ~ (See Si~'oe, to box culvert and Table 4) Ae" headwall (each side if Re Box Culvert Shell Cross Section required • ~ Rise °B° Wale Beam I ert Wioth "F" (Sae Table 2) Reinforcing Rib
1 Boxculvert~ T ~ i Aluminum Full Invert Option'Z,°,5,61 w.:;.,.ra-v--a-~~~r:..:.ry. ~ Note
A Side Angle "E„ ~ w/Invert Plate Les: r Flat sheet toewalls are provided (or both ends of structures using a full corrugated aluminum invert to help ue Less Than 2:1~t0I _ _ _ _ ~ present water from underminin ~ the structures P
" ~ Footing Pad or I Sidi CCnccete Footing11~1 I ' A Side Slope ~ 4----,' g fee a,e8). r' I 1"'~
Span"A""--_. Panel Entrenchmentl7~ T Y
I (APProx.2') 39hs Dimension D 9" x 2'h," Corrugated Invert
s" ~ Typical Headwall Elevation I Table 5 _
I Type II Rib ~ Type IV Rib iii" Balls 194:" o.c. ~ '
Aluminum deadman anchor required in W I . 3'h" x 3" Angle
r r center of each panel and corner panel t'~I ~ A Ceaa uai
2ta'-' '--2'rz'-. .s1 Crow t.-~~~(~ Crown Rib an~r, ' o o a= ~ Z
I ~ Headwall anchor Box Culvert Rib Geometry'2' rrDm Dap at cente Headwall anchor rod to structure eac jai ~ a a
Anchor Rod B Culvert ~ (see Section A•A) Notes-Shell v from cap at center o(each panel.) e~a~nn ~ m (see Section A•A). i - ~ ~ Q II N O -
I ~ peg 1. N = 9.625" or 9 Use N as a conversion factor. For example, for Structure No. I, (4'6" Typical) the Crown Arc length "C" is 5 x N, Gr 48,13", I Plan at Top h (q, L ~ J N / Ve~/Cd~ N ~ J
Wng Panel I of Headwall Cap ' 2. All ribs are Type N, except haunch ribs for Structures 1.39 which are Type II. op ~q's~r a°jnrrs, ' o ~ Aluminum F \yp,~ y tat Sheet
3. Structu ElbowCapis~» re ! is a one•plate shell. Structures 2d6 are two•plate shells. :m°wcap's~" ~ no~p, a>) ~ Toewall De '3~e/~ . /a- „ ~ tall
Structures 21-87 are thrge•plateshells. 4. Shell haunch radius for Structures I.39 is 30 Shell haunch radius for Structures 40.87 is 3r ?4". 1 V~ . ~ / W \Ty +99 p' p~oalJ n ,
5. Shell crown radius (or Structures 1.39 is 297'k". Shell crown radius for Structures 40$7 is 258 Y". W I ~ Headwall Ca Varies!°t aoej -t--" 1~ 'I Cap-•'
ale Beam P / 6. In Shell Fill Height Table 1, the HG1CC designation indicates thickness or a e of haun crown (CC) plates as follows: g g ch (HG) and 3" i z
2..125"; .150", 4 = .115", 5 = 20U", 6 = .225", 7..250". 6 . w 1"1 w~?r, , .Scallop Plate Clips (18" o.c.) wee ~ x
Plan Vlew Example: 316 = .150" haunch and .225" crown plate thickness. The HRS/CRS designation indicates the rib spacing on the haunch (HRS) and crown (CRS) plates, fy @ea~ 56"
Example: 27(9 = 27" o.c. haunch and 9" o.c. crown. • w~ i 9waiira ~
7. Allowable cover (minimum and maximum) is measured from the outside valley of crown late to bottom of flexible pavement or from the outside valley of crown plate to to of ri id avem Notes-Headwall ~
5[inimunt cover is measured at the lowest Fill area subjected to possible wheelloads (typically attthe 1. All panels are fabricated from aluminum structural plate as 8. Headwall cap mull be fieltlHirilled and bo specified in ASTM B 746. hed to the hea rn roadway shoulder). The roadway surface must be maintained tG ensure minimlmr cover to prevent 2. Center anels a panels. Sec assembly drawings for more details. J and oohed to the headwall Aluminum Scallop Plate
~ high4mpact loads being imparted to the structure. Maximum cover is measured at highest fill P bove the box culvert crown radius are U.100" 9. Standard headwalls shown are for v ' ertlcal orientation or and/orpavement elevation. thickness for Structures 139 and 0.125 for Structures 40.87. design, other than vertical orientation, must be reviewec r more details. (FUII Invert Only) r vertical orientation only. Any
8. Select the structure with the lowest alphabet sub•designation and cover ran ~e that will inclu End panels are U.15U"thickness. See Table 5 for wing panel design engineer. rtion, must be reviewed by the
S de the thicknesses. Ill. If side slope is Ilalter than ^_J. a double tieback assemb 3 actual minimum and maximum cover. 3, Height of headwall listed in Table 4 er ' Example: Stmcture 51•A is more economical than 51•B if the cover is between 3.D and 4S feet. p mits approximately 24" required for each deadman. double tieback assembly is NotCS-Full IAVQPt
~ entrenchment depth below the invert. All headwall panels must 11. Standar 9. Shell Wt./Ft, shown Is maximum handling weight and is based on heaviest component makeup fora d headwalls are shown, HS 2U wheel loads must be trenched into existing ground. If stable rock foundation is minimum,distance of 36"from the wall (ace. Special hea 1. N = 9.G.~5" or 9%'. Use N us a conversion (actor. Fur example, for Structure No. I, Width "F"' IS?U wheel loads must be kept a is 13 s N, or 1?~, IS".
specific span and rise combination. Weight per foot o(shell includes plates, reinforcing ribs, rib encountered, the panels may be trimmed and placed into a packages can be fabricated to meet oth r splices, bolts and nuts. cement•grouted keyway. a loading requi e wall (ace. Special headwall ,tilinimmn allowable suil•bearin,+ ressure is ~ U ;et other loading requirements , p , UU Lbs./Sq. Ft, for structures and details show~t
° 12. Center of deadman anchor is placed 9" below,center of cu 4• Number of corner panels and additional wing panels is optional. beam. For details on s' 10. Total structure length can be any dimension; but whenever possible, it is recbmmended to work m le an :ed 9" below,cenler o(wale in this catalog. This applies specifically fur width "G" below the receiving channel. Otter
5. A vertical joint is used only when a wmgwall is at an angle with CONTECH Drawing k1UU9423, d dual deadman anchors, ~ with a`multiple of 4.5' (net plate width). This practice usually results in lower total structure cost. res ect to h - ° pie: 50 proposed structure+q,5' =11.1, nearest whole number is 11, therefore use I1 x 4.5' = P t e headwall. 13. The crown rib used to connect thetieadwall must be or ual deadmen anchors, refer to condilious cmt be accommodated. Contact a CONTECH Regional Office fur more information. 3. Structures wiUt full'urverts ar,d fuotiug pads are limited to d feet ar less maviuwm cover.
O1 en5' far total structure length. When ordering a structure with headwalls on each end, total structure 6• Specify the degree of horizontal rotation on the wingwall. This so that the flat surlace is lacing away (rum the headwall ~ gth should be a multiple of 9". angle should not exceed 90°. maximizes the load carrying capabilit G(the connectiG ietteadwall must be oriented Special full invert ytd footin + ad dui ms or sl + 6 p otted concrete fuutiubs c:m accommodate way (runt the headwall. This masinmm covers to the limits shown in Table 1.
7. The top of a headwall and iIS winlwall is always horizontal, unless in Section A•A. y 11. Shell data in Table 1 is designed For standard highway HS20 wheel loads. See CONTECH brochure beveled wingwalls are re wired. S eci ibility u(the~connectian shown 4. Weight per Inot aUull invert iocludes receivim~ channels, scallo >lates
° q p fy the vertical drop in 14. StrucWres on concrete footings that use headwalls r AI.BC•I02 for 1{S25 loading design Information. Call a CONTECH Regional Office (listed on the elevation for the wingsvall. This will set the proper vertical an ale equ ~ back gn' g 6 modilication of the headwall plates so they fit around th p I :nuts and bulls, hat use headwalls require field and all plates.
cv page) for deli mformatloa an other loadin s, fabrication for the headwall elbow cap and the proper overall footin s. The need length of the wing>,vall cap. 8 to attach the plates to the fooling del ~ 12. Structures with full inverts and looting pads are limited Io 4 feet Gr less maximum cover. Special the badkfill material and its potential erodibilit . s so they fit around the full invert plates are.l 1111"thick. N"hen reacUuns to the invert require adtlitiun;d thickness, dates to the fooling depends on supplemental plalcs of the thickness and width listed in Table _+are furnished to bull bchvee° PROlEC1' N0.
full invert and footing pad designs or slotted concrete footings can accommodate maximum y a covers to the limits shown in Table I, fiat erodibility, the full invert and the receiving chanurL ARC-~6~Q~
u~ G. luvert widths ?UN and yreater are two-piece. r Ff~>; UDRPOND3.DWG i Invert plalcs toast not br overlapped un adjacent sU'uctures wdess appropriate design
' ~ modihcatu>ns are ineorpnralyd,
m 3 n~s[~x>;~ ex: JES/DAC
m ?RAAN 13Y: CRW
C O
G L D SCALE: N. T. S.
DATE: 03_24-00
O O O
C) m L. SHEET NO. C-4
D D
CJ~ S
O [AMeADAMS
C.i

. ~ _ D _ ~ f ~ ~ - w ~ ~
~ E ~ i ri _ USE R ~ ~ , < < t ~ _ LL t f S OF N . _ W FA ' r NE _ GENERAL NOTES ~
o ~~~x,~ - I .,,.'~L.. ~ - ~ ~ , - . , _.....r . _ I Is _ 1. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND
L _ ..a- _ - , _ - n - - - RIGHT-OF-WAYS TO BE OWNED, OPERATED, AND MAINTAINED BY
. -r i w..~,--~ ~-w - _ FES` 1 - _ _ _ _ _ RIM=219.00 i ~ THE PUBLIC AUTHORITY. ~ I I _
~ I _..~M m~_-- `.INV,=212;50 w ~r'~-w=~;:.~::'=~- ; M.~-~ _ _ , INV. IN=215~00(FIELD VERIFY) - y„ I 2, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF ^ FBI
_ - _ - ~~~~~F"; _ i i s` INV: OUT-214.00 I RALEIGH STANDARDS. .r
_ ~ _ BB LF 18" RCP 3. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL (1-800- r`
~ ~ i VELOCITY DISSIPATOR , ~ 1 71 % i ~ 632-4949) AT LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE U EXISIING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE '
' ~ ~ 9'Lx6'Wx22"THK ~ , ' ~ , CLASS "B"RIPRAP ~ I ~ ENGINEER. ~ vJ / yf,'~'I~~' 1 ~ V/ ~~q~ Yi~{4 i~"'~
r - r ~ - ,tie I I 4. ALL EXISi1NG U11LIT1ES ARE SHOWN AT APPROXIMATE LOCAl10NS. ' ~ 44Grr~~
- - ti n~~~nw ~ ~ ' ACTUAL LOCATION AND DEPTH TO BE CONFIRMED IN FIELD BEFORE O O H 5'' CONSTRUCTION. W ~ I
~ _ _ _ ~ ,~~Aa l r ~ ~ ~ "O
INV. OU 2 2. 0 ~ ALUMINUM BOX CULVERT / ~ x G.'
/ _ _ _ ~ , ~ - - (STRUCTURE PLATE) I . - ~ ~ CONTECH STRUCTURE 75-E I ~ 0.N
- ~ LENGTH - 50.25 FT, I I SITE DATA ~ I _ ~ w a
. _ ` ~ti.; 222 SLOPE = 0.50% ~ ~ ti, " ZONING: THOROUGHFARE DISTRICT ~ ~ a N w ~
_ ~ ~ z , TOTAL DISTURBED AREA: 12,0 AC. Z 'Z ~ o
_ ~ ~ ~ {LESS AREA PREVIOUSLY PERMITTED) W ~ p p - ~
i ~ ~ VELOCITY DISSIPATOR I fx O O _ PIN PORTION OF 1830.04 51 0653 E d" tf) ~ I ; ~ ~ o
26'1x15 Wx22"THK _ / SITE ADDRESS: 10955 PONDEROSA ROAD ~ x .
_ - ' ' VELOCITY DISSIPATOR ~ ~ CLASS "P' RIPRAP ~ ~ 48'Lx26'Wx22"THK ~ ' ~ ~ _ _ ~ W U c0 - RALEIGH SUBDIVISION ID. # S-109-97 ~ O ~ ~ . W
- - _ i \ ~ CLASS ..L. RIPRAP _ - I ' CG Z'
. I I F P INNT~ ~ W I L000 lA I P C7 ~ O BY GRAPHIC PLOTTING ONLY TH S ROPERTY IS WITHIN A Z W ~
_ _ _ ~ e ~ _ SPECIAL FL000 HAZARD AREA AS DEFINED BY HUD W ~ 4 ..r
r INV. IN=213.06---- _ - _ _ 7 - F.LR.M. COMMUNITY PANEL ~37183C0160 E
_ DATED MARCH 3, 1992. ~
- - - - ~ I - N T T HAN A P NIT NA ~ (FLOOD PLAI SUBJEC 0 C GE S ER COD 10 L ~
_ _ I LETTER OF MAP REVISION CASE #98-04-161 R) 0 FESS/~ ti ` . 2 0 9 . w Q
' _ . - - - - - SEAL _
/ rr . I _ _ WETLANDS „ - - p ' 15763 " I
~f
' - - _ - _ -
- - - - ~r q ~ y I N'S, g,~~,,
i1 ~r~ r r ~N _ DAM SPECIFICATIONS d - - i I FILL AND EMBANKMENT SPECIFICATIONS
. ~ _ _ _ 1
I-) - - - - I I / _ ~ 1. F F RM TIN HALL B N IMP M MAT RI AND ' EXISTING ILL OR BE SEC 0 S E CLEA , ER EABLE E AL
_ _ _ _ _ 1 1 f n - _ ' % r'" - PAT T AT T % F TH TAN A P T MAXIM M RY 66" RCP COM C ED 0 LEAS 95 0 E S D RD ROC OR U D ~ / DENSITY, AT OPTIMUM MOISTURE CONTENT. NO TRASH OR BLASTED
~ / MATERIALS SHALL BE USED IN EMBANKMENT CONSTRUCTION. SOILS SHALL ; s
~ r ~ .~a ,T'-'~" I ' NOT EXHIBIT EXCESSIVE SHRINK/SWELL OR DISPERSP/E CHARACTERISTICS, W a a, / ~ w z
1. 3`. ~ 1 I `~,t / r ~ m ~ a ~ ! ,I 2. A KEY TRENCH SHALL BE PROVIDED IN EMBANKMENT FILL AREAS. THE ~ W Q ° ~ W
/ I~ n ~ a~ W ff / ~ o TRENCH SHALL HAVE AN 8.0 BOTTOM WIDTH AND EXTEND A MINIMUM OF 3' ~ o ~ a a
BELOW EXISTING GRADE. TRENCH TO BE BACKFILLED WITH IMPERMEABLE ~ a _ ~ ; i / D Iya, Z w o a. w w / MATERIALS AND COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR a ~ v < rc ~ a
' ~ ~ m~ i a °o w o i' ~ / TEMPORARY GRAVEL ~ , ~ ~ MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT, ~ i °a o 1 s o
- ~ 1` `i~~, ~ ~ I ~ ~ ~ T~ 1~ H N w' 2 O K i0 ' CONSTRUCTION, ENTRANCE
J - - t,< / Y i / r I CONCRETE PIPE SPECIFICATIONS ~ 2 F a
_ ~ ~ ~ ' ~ - ~ 100 YEAR I ~o a<`~~a°d ' Y 1. ALL CONCRETE PIPE SHALL HAVE CONFINED 0-RING RUBBER
' ~ - FLOOD PLAIN I - I i I \ i I n ~ I I O x GASKET JOINTS MEETING ASTM C-443 AND ASTM C-3b1.~...,_,.__...,,.
1 ~ ~ ~ ~ ~ ~ ~ ,
I ~ ;I ~ i fi d ~ I ~
~ , TRACT 21 ~ ~ i O F-+ 1 ~ ~ a ~ ~n
I _ 3'7.96 AC, _ \ I ~ ~ ~ Z°
i~ ~ a w~~`
i - i i ~ W t`
i I - - - EXISTING 8" SS WITH 20' CITY OF ' ~ iJ E~~~~N
~ ~ ; ~ RALEIGH SAN, SEWER EASEMENT (BO~+ i998, Pc 2125-2130) ~ I ~W~~O~
1 ~ ~ ~ i ~ ~ ~ I I I ~ OU:at`'a, i ~ ~ ~ I ~
_ I Y ~ ~ ~ Ul~U~' I ~ ¢a.z-'a U ~
I I ~ ~ ~ ~ w~ ~N'±.
I ~ ~ ~ ~ C5 Zy~
I ~ ~ ~ h EXISTING TREELINE ~ ~ ~ I W W O d i I I I ~ ~ Q, ~ x I w .NN.W~~G,.
~ , ~ I I 1 ~ - ~ w ~ ~ I ~w~^
l ~ 1 ~ ii ~0.~~2 ~I ~ a ~
l 1 ~ ~ ` ~
1 / w w Z ~
I I~ i ~ / ~ \ i ~ % - ~ ~ w , O A ~
I 1 v - ~ I
I ~ ti ~ _ I s ~~r FOREBAY _ - - - I
PONbINV, - ~ I ~ ~ _ ; I
I ~ EL.=200.00.. -
~ _ ti~ti l ~ iii ~ I ~ ,
I ~ j
= 7 NWSE 20.00 1
1 00 1
N I 1 A o`
1'\ ~I ~ ~ ~d
~ ~ ~ I~ r, I ~ I~ a
~ TOP OF BERM ~
I ~ EL 215.00 I I I ~ 0
1 ~ ~1 1
I ~ 1 \ l \ 1~ BERM 10' ;
( \ ` _ ~ 1 WIDE MIN. ~ \ i WATER QUALI 0 o
I \ r POND '
i \ f o^ \\~I ' I \ 1 NORMAL-POOL ~ V ~ ~
z 0
I ~ X T ET STRUCTURE ~ ~ ^ o ~ ELEVATION - 20 . I WEIR BO OU L N o P ND INV, I I I CREST = 210.0 f! 0 0
~ I INV = 201.0 ~ EL.=199.0 I .OUT ~ I ~ a ao
i i sEE DETAIL / FOREBA~ ~ f ) / I \ ~ ~ ~ ~ I r POND INV. z x
\ ~ a ~ II i EL.=200.00 I 20 .i l ~ I' l I w
I I 1ELOCITY ~DIS IPATOR ~o ; ; ~ ~ I ; I ~I x
3 ~ ,i~ ~ I ( \ I N~DOT CL~4SS II RIPRAP ~ ~0 / ~ ~ ~ ~ I ~ ~ ! , ~ i I I w
I -1 ~ ~ ( x27'W 27'~K ~2~~ ' ~ ' ~ ~`A~~ ~ r f • I 50~L >5 I ~ - ~ t I AI ~ ~ ~ t I (SEE DET ~ ~ ~ / ; ~ ~ _ ~ \ ~ ~
I ~ ~ ~ c~
I ~ / w 1 ~ \ a ~ ~ ~ / - ~ , \ z
1
I ~I' z ~ ~ 1~ ~ ~ I +2~ 3.00 i - : , ~ .
2 CP ® _ , ~ ~ ~ I ~ z ,RANG R ~ ~,A ~ ~ \ \ c~
+ , , \ o I ll _ ~ x213.75 _ ~
0 1 ~ +713.00 A'VA , ~ j A~ I I ~ \ ~ NWSE - 07.00 °
~w~ ~ I fl ! ~ ~ ~ \ ~ ,
m ~ - ,
~ ~ ~ '
I - ~ \ V~ ~ ,
I, ~ ~ ~ NCDOT STD. 838.28 ~V ~ .,ti m I ~ REINFO ED CONCR E \ _ _ _ i ~ ~ risoaECT xo. ARC-96000
~ _ ENDWALL \ \ ~ I _
~ I / _ _ ~ FILENAME: UDRPOND3.DWG - ,
a~ ! I ~ ~ i- - I' - ~ / DESIGNED BY: - - JES/DAC
\ _ -
3 I ~ y DRANN AY: SRW t
° ~ I - \
v r ~ 1 j 1 SCALE: "=50
° I t 1 , a
100 YEAR GRAPHIC SCALE Daze: 03-24-00 50 25 50 100
o I - / FLOOD PLAIN SHUT N0 O.
N _ ,
J I _ wErLANps 1 inch - 50 ft. C
s I _
~EgMcADAMS

_~r, r r - - - ( _ _
- - RD ~ - - . _ L ' ~ ~ f NEUS ( 1 . _ S _ _ . _w _ _ L GENERAL NOTES
FA NEw _ _ a~ r_ T f , • ..mow N • ,µ,,,,.,w-, ~ U1 i. AlL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND
w. ~ „~._w.,m.A _ _ . - - - RIGHT-OF-WAYS TO BE OWNED, OPERATED, AND MAINTAINED BY r-- ~ THE PUBLIC AUTHORITY.
JB 2 ~ I I
w _ _ - - RIM 219 06 _ ( INV. 212:50 W ~ - ~ ~ a ( w.M- , ~ I 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF Q
.,w---~ ~ M_ _ I ~ - INV, 1N-215~00(FIELD VERIFY w ~ . - .,:.w ~aw_ - - _ _ ~ i ~ ~ ~ . ~:`~+'s OUT=214.00 . ,~,r ~ , ~ RALEIGH STANDARDS.
..ww ~ i INV. _.w- , i ? r - 88 LF 18" RCP- J-V 3. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL (1-800-
. ~ 1 ~ VELOCITY DISSIPATOR r ( ~ ~ 1.71 % _ , ~ ~ ~ _ _ ~ 9'Lxs'wx22"THK 632-4949) AT LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE ~
i i ; << ,...e. . 1 t _ CLASS "B"- RIPRAP I ENGINEER. rr ll I V lC~
( - ( , ~ ~ ~ ~ ~ ~ ''.I ~ ~ 4 I ' I 4. ALL EXISTING U11LIT1ES ARE SHOWN AT APPROXIMATE LOCATIONS. O ~ O
ACTUAL LOCATION AND DEPTH TO BE CONFIRMED IN FlELD BEFORE ~ ~ CONSTRUCTION. W Z I
/ ~ f. ~ ~ O "O
~ 1- ~ INV. OUT=212,70 i I ` ~ ALUMINUM BOX CULVERT x x ~ ,x ~
f ~ j (STRUCTURE PLATE) ~ d~ i ~ 0.
_ _ ~ CONTECH STRUCTURE 75-E I _ _ _ - _ - - LENGTH: - 50,25 FT. I SITE DATA ~ ~ ~ w~ I NIN TH R HFARE DISTRICT ~ , a N
_ _ _ , ~ , 222 SLOPE ~ = 0.50q a. " ZO G. 0 OUG ~ w
z ~ ~ , TOTAL DISTURBED AREA: 12.0 AC. Z z ~n o
\ ~ . \ v+ - / _ 't, ' (LESS AREA PREVIOUSLY PERMITTED) W ~ O o
, / , \ ~ ' VELOCITY DISSIPATOR PIN PORTION OF 1830.04 51 0653 0. ' E~ ~ ~ " _ '
- ` 26 Lx15'Wx22"THK ~ , ~ ~ ~ . ~ SITE ADDRESS: 10955 PONDEROSA ROAD x
• - - VELOCITY DISSIPATOR Yr ~ \~~.,OLASS "I" RIPRAP . \ RALEIGH SUBDIVISION ID. S-109-97 0.O ~
' ~ i 48'Lx28'Wx22"THK Y j ~ CLASS i RIPRAP \ ii: W e~ ~ :Cq ~ w I I
- , - - I FLOOD PLAIN NOTE: _ ~ ~ ~ BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A Z W o
• ~ ' SPECIAL FLOOD HAZARD AREA AS DEFINED 8Y HUD W a 0.
INV. IN=213.06- - - ~ _ ~ ti = F,LR.M. COMMUNITY PANEL ~37183C0160 E
• ~ _ ~ DATED MARCH 3, 1992 ,,u ni,
- - rr i ~ ~ I (FLOOD PLAIN SUBJECT TO CHANGE AS PER CONDITIONAL ~
\ T LETTER OF MAP REVISION CASE X98-04-161 R) 0 ESS/ ti ; ~ 1 = of oti9, - 2 ~ '
M _ SEAL
/ ~ ~ , M , 15763 `
WETLANDS I F 2
_ ~ V . " I ~ ~ ~G I NEB' ~ c
rr . _
~ r ' ~ ,7 - - DAM SPECIFICATIONS - ~ M ! 9
~ ~ ~ ~ ~ 1 _ FILL AND EMBANKMENT SPECIFICATIONS ~ ~ I _
_ _ ' - ~ 1. FILL FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND ' EXISTING _
' I ~ _ _ COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY 66 RCP i DENSITY, AT OPTIMUM MOISTURE CONTENT. NO TRASH OR BLASTED
~ t I ~ ~,.,N . , l l li ~ MATERIALS SHALL BE USED IN EMBANKMENT CONSTRUCTION. SOILS SHALL ~ ~ s '
I I NOT EXHIBIT EXCESSIVE SHRINK/SWELL OR DISPERSNE CHARACTERISTICS. ~ ii Z W °
~ I ~ ~ $ ~ i ~ ~ F o _ a I 2. A KEY TRENCH SHALL BE PROVIDED IN EMBANKMENT FILL AREAS. THE ~ W < B
i i,~ - ~ 1 - n r ~w ~ _ O TRENCH SHALL HAVE AN 8,0 BOTTOM WIDTH AND EXTEND A MINIMUM OF 3' ~ a ~ o d
I ~ , : ~ ~ BELOW EXISTING GRADE, TRENCH TO BE BACKFIILED WITH IMPERMEABLE Z W ° ~ ~ W N W
~ / I ~ - ~ , ~ ~ ~ I I L..., ~ ,a MATERIALS AND COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR O a ~ o ~ o Z i % MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT, m i z o ° W °
I ~ 1- \ ~ f ;ih; / - - - / r ~ , ' I ~ ~ ~`,,r r TEMPORARY GRAVEL ~ ~ p „ ra 1 s~ ° ' ~ CONSTRUCTION ENTRANCE { W _ ° ~
i ~ ~ I Pl CONCRETE PIPE SPECIFICATIONS w Z ~ "
_ _ I Y _ 100 YEAR ~ ~ ~ ~ ~ r I !~o ~ aaQ~a~a ' I i, ALL CONCRETE PIPE SHALL HAVE CONFINED 0-RING RUBBER
' ~ ~ '~"fix: FLOOD PLAIN ( ; J\ ~ - - I - ~ ~ ~ f ' ~ ~ ' i ' O x GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361. f i a~~ f C/l
~ i i ~ i ~ ~I ~ ,
I ~ • I ~ _ ; ~ ~ ~ i~d ~ , ~ a~ ~ ~
_ TRACT 21 ~ , , i ~ I O U
I - ~ ~ ~ 37,96 AC. _ ~ I a o
~ ~ Z~.~, • ~
/ ~ ' i 1 ~ ~ ~ _ d ~N~o~ ~ ~ W ~
~ I EXISTING 8, SS WITH 20 CITY OF ~ ~ , ~ U E.+ p 1' I ~ i I I W V
• ~ ~ I RALEIGH SAN, SEWER EASEMENT ~ ' ~
~ (BOM 1998; PG 2125-2130) ~ ~ ~ _ ~ ~ i ~ Ors,~I` i ~ ~ C/~~U~ I
. _ ~ ( ~ a ~ Qaz~'o ~ o~
o Q A
I j I ' Q NSW i , i~ ~ ~ W W~~Od
I _ ~ I i ± I I ~ p+ ;z 0.' ~ I r~ w
h EXISTING TREELINE , ~ ~ _ i I xw~~
I ; i ~G.dN ..~03
t ~ i ~ ~ ~ ..7 i i W W i , Z ~
I - ~%i~~ ~ ~ I / 1 ~
1 _ ~ / ~ / tl . ~ / ~ _ ~ ~ W , O A .
\ ~ - 1 / _ I I
- I , ~ ; FCREBAY _ , ~ I t
% / POND INV, ~ I
_ ~ EL.=200.00
I - j' ~ ~ ~ ~ I - \ I ~ ~
i ' I l ~
\ \ NWSE = 207,OD ~ 1 \ ~i J ~ \ ~ 1 1
I - 1 ~
I v ~ 1 w o ' N
i ~ , ~ o 1~ ~ N
~ I ~ I a
I ' ~ ~ I I ~ a
I t I 11 TOP OF BERM I I 11 EL. 215.00 - ~ 0
I t 1 11 ~ ~
I I 11 • { t 1 RM 10'
I 1 BE ~ _ ~ ~ I WIDE MI". WATER UALI 0 0
I Q II 1 ~ U ~ ` U
I \ I ~ POND { ~ \ ~ o~ • { \ J I N • MCI z
\ NORMAL POOL I ~ I ~ ELEVATION = 20 , o
I WEIR BOX OUTLET STRUCTURE c°~ `0 POND INV, I I CREST = 21 D.0 _
I I INV. OUT = 201.0 EL.-199,0 . ~ a ~ ~ p p
I I FOREBA~ ~ (SEE DETAIL) ~ z ~ a
\ \ POND INV. ~ \ a EL=200.00 ~ W
I ~ ~ 20 I I ~ I ~ ELOCITY DIS IPATOR x c~
{ , ` I N~DOT CLI4SS II RIPRAP ,~~0 - << w
i ~1 I ( 50 2TW 2T~K 2~2 ~ar I ~ ~ I ~ ~
1 I SEE DETAI ` ` I I ( I _ L _ , t~
~ I 1 ~ z
w 1 1 ! ~I 1 2t4 I - 1~ ~ .75+
I 1 ~ I ~ .00 213 1 z ~ ~ ~ ~ ~ +213
~ I I ~ - ~ 60" A a I I 1 A8 ~F 0.3A~' ~ ~ \
2 G RCP
{ - 1 O'R1N A 6 ~ \ / l I .75+ ` ti°
o I - 1x213 o I "F~ 13.00 2
o { ~ I k2 ~ NWSE = 207.00 ~ I , \
I. ~ ~ } \ ;
I ~ ~ / ti ~ I I
h I I ~ ,y ~ . ~ \ '
~ I ~ , 1 NCDOT STD. 838.28 V \ ~ ~ ~`T 1 PROJECT ND. aR o0 C-960
m I ~ - REINFO ED CONCR E / ~ A ~ . • ~ ,~o ~ ENDWALL ~ ~ ~ ~ i
I FILENAME: UDRPOND3.DWG
~ l ~ ~ { _ _ - , - DES~cNED eY: JES DAC
I ~ ~ - \ ~ , I I _ _ -
DRAAN DY. SRW
I ~I ~ \
- SCALE: 1"=50'
C- GRAPHIC SCALE DATE, 03-24-00
100 YEAR I _ ° I \ ~ FLOOD PLAIN f i 50 0 25 50 100 SIIF.ET NO.
I WETLANDS 1 inch - 50 ft. C--2
l
I!I McADA

. ~ _ _ . _ _ _ _
I _ ELISE RD. _ 11~ N , GENERAL NOTES
W FALLS - _ r . ~ _ _ ~ N m _ w_
M ~ ~ _ , _ r 1. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND - - - RIGHT-OF-WAYS TO BE OWNED, OPERATED, AND MAINTAINED BY
_ _ _ ~ r ' FES~1 JB 2-r s ~ _ i ` _ ~ THE PUBLIC AUTHORITY. ~
/ ! ".~w ..~.-mw,.`" M-.. r _INV:=212:54 ~ ~ _RIM=219.06 _ ~ - ' ~ ( 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
~ -,INV. IN=215~00(FIELD VERIFY) _ . ~ s INV; OUT=21,4,00 . RALEIGH STANDARDS. I .,~I
i r ~ _ 3, CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800- `~~~11
~ ~ ~ ~ ~ ~ VELOCITY DISSIPATOR ~ ~ _ 632-4949) AT LEAST 48 HOURS PRIOR TO MOBILI2Al10N TO HAVE V EXISTING UlIlI11ES LOCATED. REPORT ANY DISCREPANCIES TO THE '
' r ' 1 - 9'Lx6'Wx22"THK ~ ~ ]J1% I`: \ ~ ~ ~ ~ ' ' CLASS "B" RIPRAP i ~ ~ ~ ENGINEER. ~
f' ~ ~ - a ' ' ~ I'II' ~ ~ O ~ 4. ALL EXISTING UTiLIT1ES ARE SHOWN AT APPROXIMATE LOCATIONS. ~ O
ACTUAL LOCATION AND DEPTH TO BE CONFIRMED IN FlELD BEFORE ~ ~ y,a ~
CONSTRUCTION. G] Z I ~ ~ O
- - ~ INV, CUT=212.7C ~ ` ALUMINUM 80X CULVERT • ~ x~
- - r'~"~ (STRUCTURE PLATE) ~ x I ~ a~
_ " ~ i / CONTECH STRUCTURE 75-E ~ ~ LENGTH. - 50.25 FT. ~ SITE DATA ~
_ ~ ` ~2 SLOPE- = 0,50q I o ~ a x w~ ' ZONING: THOROUGHFARE DISTRICT '`y+ a N
1 _ - - - - - ~ " ~ ~ 1. ~ W A., z , TOTAL DISTURBED AREA: 12.0 AC, Z
• ~ , - - - ~ , _ (LESS AREA PREVIOUSLY PERMITTED) ~ o ~ _ W
- - - - ; VELOCITY DISSIPATOR ~ \ ~ ~ O O PIN (PORTION OF) 1830,04 51 0653 a h ~ ~
i T~ ~ ' - ~ 26'Lx15'Wx22"THK _ ~ ' _ _ - _ ~ - ~ ~ _ _ ~ ` ' ~ SITE ADDRESS: 10955 PONDEROSA ROAD ~ x
' ' ' VELOCITY DISSIPATOR 2 ~'~.CLASS "I" RIPRAP _ ; ~ 48'Lx26'Wx22"THK ~ ~ - - ~ I a U k cD
c ~ ~ _ _ , ; ~ ~ CLASS "I" RIPRAP - _ F,---- ~ , _ I _ - RALEIGH SUBDIVISION ID. S-109-97 W O ~ ~ , ~ # W a I
• ~ , , E ~ _ , - ~ I FLOOD PLAIN NOTE: ~ W ~ ~
_ ~ _ _ _ _ _ ~ ~ - ' ~ BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A ~ W ~ SPECIAL FLOOD HAZARD AREA AS DEFINED BY HUD z G, ~ w
_ _ _ _ _ _ _ _ INV. IN=213.06 W F,I,R,M, COMMUNITY PANEL #3718300160 E
' ' ` DATED MARCH 3, 1992, , ~ ~ I - k
I ~ , (FLOOD PLAIN SUBJECT TO CHANGE A5 PER CONDITIONAL ~
• - - - - - - ~ . { - LETTER OF MAP REVISION CASE #98-04-161 R) ~ 0 ESS/ ~ OF o 9
,u ~ ~ _ ~ ti „ a SEAL ~
. / , ; WETLANDS ~ _ . . . -
I - - - - , I 15763
K F ~ i . I '9 NN \
~ ' , r
~ - - I I DAM SPECIFICATIONS ~ , w
I~ I ' . ' FILL AND EMBANKMENT SPECIFICATION5 r,
I1 I / ' -~~EXISTING-~ ~ ~ 1. FILL FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND
..l _ i 1 ( ~ 66" RCP COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
~ _ n 1. 1 1 l ~ ' DENSITY, AT OPTIMUM MOISTURE CONTENT. NO TRASH OR BLASTED / MATERIALS SHALL BE USED IN EMBANKMENT CONSTRUCTION, SOILS SHALL = a
} _ ~ ~ 11 % - I % ' NOT EXHIBIT EXCESSIVE SHRINK SWELL OR DISPERSNE CHARACTERISTICS. W a i / l ~ ~ w o
1 11 I / L ; _ , i ~ ~ ~n ~d a ~ ~
i 1 Y„r _ (1 ~ ~ 2. A KEY TRENCH SHALL BE PROVIDED IN EMBANKMENT FILL AREAS. THE ~ z a ° sv ~ T H A HAV AN ~ TT WI F ~ ~ ~ ~ ~ ~ , © RENC SH LL E 8,0 80 OM DTH AND EXTEND A MINIMUM 0 3 ~ ~ ~ o d
~ ~ ) I / I , ~ , p BELOW EXISTING GRADE. TRENCH TO BE BACKFILLED WITH IMPERMEABLE ~ _ ° Z ~ ; ;
~ I l I 1 / ~ ~ Z , ~ MATERIALS AND COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR n ~ $ ~ / I MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT, ~ ~ ° i o o W o
~ ~ , r. ~ l ~ 1 ~ / TEMPORARY GRAVEL ~ p ~ ~ Z 1 ~ o CONSTRUCTION ENTRANCE 7 ~ N W z o , / I I~ ~-i ~ ~ U ~ Q , Q N
/ CONCRETE PIPE SPECIFICATIONS W o o ~ ~
~ _ 1 ~ 100 YEAR ( ,y.,, / ` ~ ~ O _ ~ n g Q<Q~Q,~Q
l ~ _ _ _ FLOOD PLAIN I ~ I ~ f I ~ 1. ALL CONCRETE PIPE SHALL HAVE CONFINED 0-RING RUBBER ~ f I O ~ GASKET JOINTS MEETING ASTM C-4q3 AND ASTM C-361,
I I I 1 I - i ~ I / r i i ~ 1 I i _
_ TRACT 21 ~ i ("a i I ~ ~ U
I - 3 r.96 AC, ~ ~ U ~ ~ I ~ a o
/ - I z ~ ~ ~
i ~ - " d ~H~o~n
/ EXISTING 8, SS WITH 20' CITY OF . 1 F~ I ~t U t` i , ~
/ RALEIGH SAN. SEWER EASEMENT i (BOM 1998'i PG 2125-2130) ~ ~ ~ ~ 1 ~ ~ , ~ ii I ' ~ I i ~ W UWt.°~rn
i _ ~ ' _ ~ I` 1 1 ~ o ~
I I ~ A O I
~ ¢o.z~,o
I i r ANxWO> , , ~ E' ~ C7 z ~C
~ ~ ~ - ~ - ~ I M EXISTING TREELIKE ~ W~~Od ~ ~ i I ~ ~ x~
I h ~y i w ~ i ~ W .,W ~ Q Ga ~ ~ ~R'+x~rCd
l~ i ~ ~ - \ ~ ; a ~ad~
I - ;i ,.~03 ~ i ~ L>~ a
, 1~ , W W i i Z ~
1~ _ _ ~ ; ~ W
~1 ~ ~ ~ " I
FOREBAY ~ ~ i i
~ - _ I I PONb-INV, I
- ~ _ - I _ _ , EL-200.00 _ - -
( - ( \ _ 1~ \
Y~ `
E' ~ ~ ' NWSE = 207,00 I
o I
{ ~ ~ ' ~ ~ i _ o, o VV
I 11 /
~ ~ ~ I~ { t ~1 ~ ~
I ~l ~1 TOP OF BERM ~ a
I EL. 215.00 ~ i ! ' 1 ~ a ` o
I ~ 1 1~ / i ~ l ~ ~1 ~ /
{ ~ 1~ BERM 10'
~ ~ I ~ WIDE MIN. / ~ I - ~ WATER QUALITY 0
{ ,I o
I ~ ~ 1 I o~ POND ~ `7 I ~,~N~ ~ U
( \ I ~ ~ NORMAL POOL 1 ` o ~ ELEVATION = 20 . M••~ U z
( I I WEIR BOX OUTLET STRUCTURE N o y p N INV f CREST - 210.0 0 D 0
I I INV. OUT = 201.0 EL.=199.0 a
I I I ~ (sEE DETAIL) FOREBAY 0 0 z~
I ~ ~ POND INV, ' I ~ ^ ~ N ~ 0~ ~ EL.=200,00
I I~ N I I AT 'L 0 ~ 1(ELOCITY ~D S P OR 20~ , w x
~ I N~DOT Cl~4SSII II RIPRAP 2~0 I ( l ~ ( 50V.x2TW 27'THK 2~2 ~ '
I J ~ I ~ ' ~ w
~ I I _ I (SE6 DETAI(.} I ~ ~ \ I • o
I ~ \ ~ ~ '
I ~ ~ ~ ~ ~ I 1 I ~ 2t 3.75+ ~ ~ z
w { I ~ ' ~ k213A0 " ~ 60 ,
{ 2 ' RCP ~ i - ~ - o,R~NG ' c~
! I + 06 I 11 ~ ta213.75
a ~ s~ 00 2 o I I~ +213• N ~ NWSE = 207.00 ~ ~ '
a I 11 ~ 1, ,
I I , ~~,a; . ti~ _ ~ ~ - ,
'ti I -I I I i
( ~ ~ , \ ,~n I I I, ~ NCDOT STD. 838.28 ' , ~y
° - REINFO ED CONCR E ti i ~ rxo~ECr No. ARC-96000
I ~ ENDWALL I ~ ti ,
i I ~ ~ I 1 NAME: E"~ UDRPOND3.DWG
~ I ~ - V
~ I DESIGNED BY: JES DAC
M r r DRAIYN HY: SRW
,/I i - _ r
sca~E:
c I ( I ; 1 =50
- GRAPHIC SCALE Dare: - 03-24-00
_ - I - - - 100 YEAR --may FLOOD PLAIN 50 C 25 50 100 r ~
I 1 ~ , r J SIIEF.T S0.
I WETLANDS , I inch = 50 ft. - -
I
III! CA ~