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NOTES:
1. DESIGN AND CONSTRUCTION OF EXTENDED DETENTION WETLANDS IS
A REQUIREMENT OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF WATER QUALITY, WETLAND UNIT.
DESIGN CRITERIA FROM MANUAL "STORMWATER BEST MANAGEMENT PRACTICES"
APRIL 1999, DESIGN APPROVED BY ABOVE AGENCY.
2. FINAL CONTOURS SHALL BE ESTABLISHED AND PLANTING INSTALLED FOLLOWING
COMPLETION OF SITE GRADING AND STABILIZATION. DO NOT CONSTRUCT EXTENDED
DETENTION WETLAND UNTIL SITE IS STABILIZED AND BASIN IS NO LONGER USED
FOR SEDIMENT AND EROSION CONTROL. UTILIZE TOPSOIL TO ESTABLISH FINAL
CONTOURS SHOWN.
CF A R q nF.IqTCTN GROUP. PA
LANDSCAPE ARCHITECTS
625 W. JONES STREET
RALEIGH, NORTH CAROLINA 27603
[phone] FAX [phone]
E-MAIL: [e-mail]
WITH
DIEHL & PHILLIPS, PA
CONSULTING ENGINEERS
219 EAST CHATHAM STREET
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------------ -'
CLASS 2 RIP RAP
STILLING BASIN SEE
DETAIL SHT. 7
NOTES:
1. DESIGN AND CONSTRUCTION OF EXTENDED DETENTION WETLANDS IS
A REQUIREMENT OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF WATER QUALITY, WETLAND UNIT.
DESIGN CRITERIA FROM MANUAL "STORMWATER BEST MANAGEMENT PRACTICES"
APRIL 1999, DESIGN APPROVED BY ABOVE AGENCY.
2. FINAL CONTOURS SHALL BE ESTABLISHED AND PLANTING INSTALLED FOLLOWING
COMPLETION OF SITE GRADING AND STABILIZATION. DO NOT CONSTRUCT EXTENDED
DETENTION WETLAND UNTIL SITE IS STABILIZED AND BASIN IS NO LONGER USED
FOR SEDIMENT AND EROSION CONTROL. UTILIZE TOPSOIL TO ESTABLISH FINAL
CONTOURS SHOWN.
CF A R q nF.IqTCTN GROUP. PA
LANDSCAPE ARCHITECTS
625 W. JONES STREET
RALEIGH, NORTH CAROLINA 27603
[phone] FAX [phone]
E-MAIL: [e-mail]
WITH
DIEHL & PHILLIPS, PA
CONSULTING ENGINEERS
219 EAST CHATHAM STREET
CARY, NORTH CAROLINA 27511
[phone] FAX[phone]
E-MAIL: [e-mail]
.• r1 CAR '•,
SEAL =
i 13371 i
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OUTLET WITH`
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FILTER FABRIC V, - 9" D l=Ti-E
NOTE:
SEE SHEET 68 FOR PLANTING PLAN.
CVE F -,,,,ALL EXTENEDEID [DETEENTICN WETLANED FLAN.
&GALE: 1"=20'-011
FINAL CONTOUR FOR EXTENDED
DETENTION WETLANDS
SHEET TITLE
EXTENDED
DETENTION
WETLANDS
DATE: 9/22/03
REVISIONS
A
SD6tN
JOB NO. 98-138 w
n
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WWW
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I
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SHEET TITLE
EXTENDED
DETENTION
WETLANDS
DATE: 9/22/03
REVISIONS
A
SD6tN
JOB NO. 98-138 w

C:\1-Current Project Drawings\Gelloway Ridge\SDbB.DWG
U
SE d AR S DE SI GN GR OUP PA
LAND ' " SCAPE ARCHITECTS ~ w
625 W. JONES STREET
- UCK AND GEESE FENCING WHEN FE RALEIGH, NORTH CAROLINA 27603 ~ -WHEN FENCE CROSSES ~ r [phone] FAX [phone] ~
AROUND PERIMEtER OF WETLAND tHE WE' THE WETLAND, TIE A ? \ E-MAIL: searsdsign®aol.com ~ d
A. WORK SI-IOWJ ON THIS PLAN IS ADDITIONAL POOL LE1/~L 3EE SO6B-3 SINGLE WORK REQUIRED BY OVER AND SHALL BE SINGLE coRD AT la° ~ ~ ~
HEIGHT. ACCOMPLISHED AFTER SITE 15 FULLY ~ ~ o HEIGHT. SEE DETAIL t WITH ~
SD6B-~ StABILIZED AND ACCEPTED BY THE t a M SD6B-4 H ~ a
PROJECT ARCHITECt/ENGINEER. NORMAL POOL LEVEL DIEHL & PHI N LLIP S PA
(ELEVATION 412.10) 3 CONSULTING ENGINEERS
B. ALL TREES AND SHRUBS SHOWd ON THIS a ~ 219 EAST CHATHAM T ~ ~ 1 ~ c , S BEET m
PLAN SHALL RECEIVE A BIODEGRADABLE io ( "BEAVER 51-{IELD". THIS INCLUDES ALL THE NOR1'1AL POOL 1 / CARY, NORTH CAROLINA 27511 1
SHADE TREES AND ORNAMENTAL TREES ON LEVEL 422.1 = ? ~ ~ / (919}467-9972 FAX(919}467-5327 qq ? z L, E-MAIL: diehland hilli s ol.com
m THE SOUTH SIDE ANp EASY OF THE STREET ,r P P ~ 0 x 1
W(THIN 30m FEET OF THIS CONSTRUCTED f OTE: ~
WETLAND. UCK AND GEESE FENCING ~ PIPING SHO ~ 3 WN HERE IS CORRECT. F
ACROSS WETLAND ~ ;20'-30' O.G. ~ •r . • • : THIS IS A CH • : ! ' ANGE FROM THE ORIGINAL - AT THE WATERS EpGE, l.- , ~ CONTRACT DRAWINGS o
C. PLACE THE RE-BAR AND NYLON STRING SEE SD66-3 : Z AT THE I GEESE AND DUCK FENCE AS SOON AS THE N F TIE WHIT, • •.r' TIE WHITE, NYLON CORD W ~
BOG PLANTINGS ARE PLACED. SEE DEtAIL AT 9" AT ~ s ~ 1 AT 9 AND 18 HEIGNt ~ ' ' ~ w ? • , ~
S06B-3. - AS SHOI AS SHOWN ~ _ ' , • ~ z ~
• ~ ' ' ' . r' o • r• v
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scALE: 1~~ _ ~,a~-~~~ •
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FOR TREES ALONG THE STREET, a'• ' ' ;r• '
SEE SHEET SD26. tHESE tREES ARE
IN tHE BASE CONTRACt AND NOT A PARt ? .litlV Q~17 n
OF THE ADDITIONAL WORK FOR WETLAND OtE: • ' RAP
BOG PLANtING. PIPING SHOWN HERE IS CORRECT. THIS IS A CHANGE FROM tHE ORIGINAL J , • ' y~424 , , ~ H
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. , • ~L A P
PINE PL NtINGS 0
r• U • ;;r+~' IN BASE ONTRACT
SEE SD2 PLANT I ~a N o ii'+• H® o
FESCUE G SS ~ ~q o mE 'b
PINE PLANTINGS , • `j t IN BASE CONTRACT / • k , . ' •
SEE 5016, PLANT IN as 0y`~..a `\Q o0 1 B C 4
FESCUE GRAS5 , .y °og S1 ~ Gip eoa ~
r'
• a ' SHEET TITLE
S 3:1 SANK WIT FES E
' EXTENDED ~ PLANTED T WATER LINE
TYPICAL DETENTION
t ~
WETLANDS
PLANTI NG 5D65-2 FLANT LIST FOR WETLAND 5013
THIS WOW 15 IN ADDITION TO T BASE C ATE. 9/22/03
/ y i / PONTEDARIA CORDATA (PICA KEREL REVISIONS
T EXISTING UN OUTLET WITH u n n WEED), JUNCOS EFFUSUS (SPIKE RUSH), IRIS 0 0" DEPTH PSEUDOCORUS (YELLOW-FLAG IRIS), IRIS a
WOODS LINE / i 2'-6' CLASS 2 CLASS 2 RIP R RIP-RAP WITH EXISTING VERSICOLOR (PURPLE IRIS) - 211
/ STILLING BASIN FILTER FABRIC WOODS LINE SAME AS "A" ABOVE WITH SPIRPUS
mu _ 6u DEPTH VALIOUS (BULLRUSH) AND LOBELIA CARDNALIS (CARDNAL FLOWER), WITHOUT
NOTES: NOTE: U JUNCOS EFFUSUS • 1' O.C.
1. DESIGN AND CONSTRUCTION OF EXTENDED DETENTION WETLANDS 16 SEE SWEETS 50-16 AND SD-28 FOR PLANTING IN BASE CONTRACT
A REQUIREMENT OF THE NORTW CAROLINA DEPARTMENT OF ENVIRONMENT OR DEEPER NO BOG PLANT © 6 NG• FESCUE TO THE WATER LINE 3
AND NATURAL RESOURCES, DIVISION OF WATER QUALITY, WETLAND UNIT. 0 TOTAL
DESIGN CRITERIA FROM MANUAL "STORMWATER BEST MANAGEMENT PRACTICES" ADDITIONAL WORK: PR 999, DESIGN APPROVED BY A50VE AGENCY. FESCUE GRASS A
p PER THE QUAN KEY BOTANICAL NAME COMM u, ON NAME SIZE PLANTING SPECIFICATIONS 7 BN Betula nigra River Birch
FINAL CONTOURS SHALL BE ESTABLISWED AND PLANTING INSTALLED FOLLOWING 51)(o5-1 PLANTING FLAN FOR THE OVERALL 21 PG Co 14 Multi-stem rtadena selloana
COMPLETION OF SITE GRADING AND STABILIZATION. DO NOT CONSTRUCT EXTENDED ' 4LL EXTENDED nE u 1 NATIVE GRASSES. PANIC .UM VIR3ATUM w 40 ICA Ilex comuta Carissa' Pampas Grass #3 20-30 Le&ACRE AND BROW'S TOP 'm
DETENTION WETLAND UNTIL SITE IS STABILIZED AND BASIN IS NO LONGER USED Carissa Holly #3 ~ MILLET • 40-50 LW/ACRE 20 MSG Mlscanthus sinense Japanese Silver Grass
FOR SEDIMENT AND EROSION CONTROL. 5C,4LE: ~ =20,-Oll DETENTION WETLAND GALLOWAY 24 MSV Miscanthus s' #3
WAY RIDGE Inense'Variegata' Variegated Japanese Silver Grass #3 SD6B~ x PINE REFORESTATION 1 SB Salix babylonica weeping Willow " . 2-112
SEE SD26 17 TD Taxadlum distich Cal. um Bald Cy Tess 3" Cal.
3
JOB N0. 98-1 w 38
0

U a
ROUP PA N DESIGN G SEARS ~ U
LANDSCAPE ARCHITECTS
625 W. JONES STREET ~
M.H. RING RALEIGH, NORTH CAROLINA 27603 - ~ ~ ,
COVER CAST [phone] FAX [phone] ~ ~
INTO TOP FLAT TOP 1 -0 MIN. COVER E-MAIL: [e-mail] L~ 3 OVER SEEPAGE DIAPHRAGM ~ o
TH m N
EL. 424.0 SEEPAGE DIAPHRAGM COMPACTED FILL M a
M.H. STEPS ~ ~ 2.5 ~1 ft D D ' 6 : ~ 5 E DETAIL sE ILLIPS PA DIEHL & PH ~1 ~
® 16 O.C. ,Ty~,~~ " 2'-4" 1 '-2" 4'-0" CONSULTING ENGINEERS ~ ~ ti 1 0
,N%`~\ ii yi~~ _~ll~-ii, ~ i-~ ~ , 219 EAST CHATHAM STREET
INV. OUT 422.0 , T 4 DIA. PRECAS CARY, NORTH CAROLINA 27511
MANHOLE _I ~ ~=1 (91967-9972 FAX[phone]
3 D.I. DAM E-MAIL: diehlandphillips[~aol.com ~ x DAM
FILL c~ FILL
INV. OUT 421.0 ~ ° GROUT TO ~ ~ I I ~ I I H A w w
MAKE WATER „ , ~ DIKE FILL
12 MIN. D TIGHT - T - ~ ~o` CARS/ o I \ ~ I I ~ •,,....q,,, \ / III -
, ii i ° --I ~ . FESSIp~, • y . ~
i i~i~i i iir ~o: I I I I 0 9: z i ~
~ ~ 1/2 J01(~ 1 2" E PAN, I e i Q SEAL ~ ~ I ~ 7 ~ 6 O.C,E.W. c II # JOINT I 48 RCP ~ 13371 i
8 D.I. WITH RUBBER BOOT a PERFORATED „ EACH FACE ~ ; I I ~ I I ; F ; w SOLID 4 PVC , N F. ,
' INV. OUT 417.5 4 PVC I N I ~ , GI N~ ~a z EL. = 414.50 11,9( N o
GROUT E STON ~e 'IIgN E~ o` N
~a~° ~ EL. 417.0 I ( I 1 0
D D'..p D~. D, PIPE JOINT o RIP-RAP 1 6 w 6 O.C.E.W. I I ~ N a
, r FACE N ~~aJ 112 MIN.
COLLAR
PRECAST EXTENED BASE CONCRETE CRADLE I ( ~ a STILLING ~ BASIN
i~ ( ( „ ~ I I 1 -0 ,r Q N
J-1= -
1
NO SCALE 2" CLEAR 3" CLEAR w
PREPARED #7 ®6" O.C.E.W. 6„
TOP & BOTTOM ~S ° SUBGRADE ~ p
R #6~
Sr0 H Ne
ELEVATION NON-WOVEN F
GEOTEXTILE
~ v FABRIC w
N N / \ r- ~ / \ Q
/ /
NOTE: HANDWHEEL STEM GUIDE SPACE PER / \ / \ / \ / \ / \ \
RISER STRUCTURE OPERATOR MANUFACTURERS RECOMMENDATIONS 48" 5 DIA. EACH FACE 48" \ # ~ ~
HAS OPEN TOP \ / I \ RCP , \ RCP / \ / CENTER OF a
`v / v / STILLING BASIN
MANHOLE STEP CAST IN TOP CHAMFER ALL CHAMFER ALL 1 -4 ~,P \ / \ / \ /
EDGES ( ) EDGES (TYP.) 0
EL. = 428.0 ELEV. 428 ~ ~ EDGE OF RIP RAP
a a N r~ 1'-6" 1'-6" I I
1'-O" °
DRILLED IN EACH FACE ~ ~ - I
4 ° ANCHORS TYP. a ( ) ° 6 #6 IN TWO LAYERS I (7 I I ~ L J i(1~ ^
PHILLIPS RED HEAD a ° PROVIDE WATER STOPS PREPARED SUBGRADE OUTLET tJ ~
° OR EQUAL 4 ~3 TIES ®6 O.C. ~ w STRUCTURE I .q ~ ~ 0 0
a AT CONSTRUCTION JOINTS 4 OPERATOR ~ ~
EXTENSION 7,-8„ ORT ELEVATION SUPP ELEVATION COLLAR
a
° - ~ ,
1 4 6 BARS ° # „ a a LAP FOR CLASS C
° 15>-0" 7'-6" a °z
a WEIR ~ ELEV. 423.0 SPLICE (TYPICAL ALL a
= 422.7 JOINTS a EL. ) a a NO SCALE F-~ PLAN w
° a NORMAL POOL ~7 BARS ~ ° F
48" RCP
a ~ = 422.0 8" MJ N.R.S. RESILIENT EL 2" CLEAR TYP. G BARREL
4 Q SEAT GATE VALVE a ~ 8" MJ x MJ WALL PIPE x INV. OUT
1'-4„ 8"x8" MJ TEE „ = 414.5 I
° 4 ° COVER OPENINGS WITH #7 0 6 O.C.E.W. EL.=410.5 EL.=412.5
° INLESS STEEL WIRE EACH FACE 4 STA CLASS 2 H
° TH MIN. OPENING 1 4" CLO / ° OUTLET RIP-RAP o i I 2 ~
PROVIDE 7 DIAGONAL BARS STRUCTURE 11- a
° AT 48" RCP 4 5 EACH FACE a Vd EL. = 418. ~ ~ a
_ _ , _ _ OPENING 0 U
^ 0
~-1 11=iii-~ ~ ~-i ~ INV. 8" D.I. INV. a ° ~ CLASS C SPLICE 6 RIP-RAP a
48" RCP 415.8 IN 416.2 ° FILTER FABRIC FILTER CAP ~ 2 -6 ]
OPE #7 DOWELS SL e „ 1'-g" NON-WOVEN o #57 OR #67 STONE I GEOTEXTILE a
0 ~ ® 6 O.C. T FILTER MATERIAL FILTER FABRIC a
AIN ° DR 4 KEYWAY WITH 1 1 -0 ~a 7 ra
1'-0" WATER STOP 1 4
I FOR PROVIDE OVERF LL
2" CLEAR ELEV. 414.5 SETTLEMENT CREST AT G CENTERLINE a SE ON 0 ~ d I--13 ~ MAXIMUM THICKNESS 4
° EL. = 414.5 _a _ ° ~ ° a a M--~I w
4 4 ° a GROUT a 100-YEAR EL. 429.0_ - h+l h 428.47_ S ED AND STABILIZE °
° ° a NON SHRINK o a a a ° 4 ° ~ 10 MIN. EL. 428.0 E z - ~
° a a ° a' a 9 a 4 4 N
e a S CONCRETE CRADLE 4a °
a 4 Q E L.= 412.5 a a ° I~ a
3" CLEAR 3 i_~ONTROLLED FILL 2.5 NO SCAL PLACE AS DIRECTED 7=~ a R w
1/2" EXPANSION JOINT 12 No. 57 WASHED STONE „ ®6 O.C.E.W. TOP NORMAL POOL 1 BY GEOTECHNICAL I~IIII 1 422.70_ ~
#6 PREPARED ENGINEER 1~ _II
RADE AND BOTTOM SUBG 25'---'---- 25'
OUTLET i STRUCTURE a
DRAIN 418.5 SEE DE'A!L ~
S / SCALE: 1 /2 = 1 -0
80 LF 48" CL. III RING GASKETE D ° 1 (ASTMC443) RCP 1.63%
MANHOLE STEPS ~ STILLING h ~ INV. OUT BASIN
16" O.C. (TYP.)
414.5 414.5 SEE DETAIL CONCRETE ~
CRADLE ANTI-SEEPAGE ~
0 DETAIL COLLAR -SEE SEE DETAIL ~
I
a
18" aw,
I 0 MIN. a
8' N.R.S. RESILIENT LVE CLASS 2 OUTLET STRUCTURE ~ RIP RAP r _
SEAT GATE VA
^ Z ~ a
8"x8" MJ TEE w/ S.S. - o UGH DAM SECTION THRO
ir i WIRE CLOTH INLET i:. SCALE: 1 = 20 HORIZONTAL - - - - - - - - E- - -
i PROTECTION SCALE: 1" = 5' VERTICAL 4800 RCP r o
i EXTEND 4"0 SOLID a
o ° PIPE TO FABRIC - WITH PERFORATED
0
n N CONCRETE CRADLE PIPE INTO STONE
WEIR OPENING a
(TYP.) SHEET TITLE u
l'-O" MIN. COVER
8" MJ TEE POND
WALL PIPE ANTI SEEPAGE #4 0 6 O.C.E.W. i i EACH FACE - NON-WOVEN GEOTEXTILE CONSTRUCTION
COLLAR WHERE DETAILS W
0 - - - - - - - - - - - INDICATED
i r48" CP #57 OR #67 STONE a
VERTICAL 1 -6
1 TRENCH TO 1 48„ 1 48" RCP DATE: 2/14/03 2
_ SPRING LINE „ 1 - 0 1 4"_ 5 - 0 RCP 6 COVER CONCRETE CRADLE REVISIONS W
+ MIN. KEY INTO S 1 9/22/0 AN a
o #4 REBAR CONCRETE PER N.C.D.W.O. H
@ 18 CRADLE 00 C. CONCRETE U SEEPAGE DIAPHRAGM DETAIL
z - #4 3' NO SCALE
REBARS CRADLE ^ z z
3 0
TO DI WDOWN 6'-0" z
STRUCTURE MAX a
SECTION A A CONCRETE C RADLE DETAIL ANTI SEEPAGE C( ,GE COLIAR DETAIL
SCALE: 1/2" _ 1'_0" NO SCALE NO SCALE - NO SCALE
SD71 x
3 a
JOB NO. 98-138 w

U
a PA
N GROUP DESIG EARS S ~ U
MARK:\D.\PROJECTS\GALLOWAY-2002\SD14.DWG 4/2/02 LANDSCAPE ARCHITECTS
625 W, JONES STREET ~ RALEIGH NORTH CAROLINA 27603 - ~ oa
' d [phone] FAX [phone] ~ ~
E-MAIL: searsdsign@aoLcom U ~ ~
g o ~7 ~ 7~ N
YY 1TI1 ~ N , N Q
~ N ~
LLIPS PA HL & PHI DIE
CONSULTING ENGINEERS ~ ~
219 EAST CHATHAM STREET
CARY, NORTH CAROLINA 27511 919 67-9972 FAX [phone] pZ
( )4 ( )4 0 x E-MAIL: diehlandplullips~aol.com
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PIPE DATA INLET DATA ~ o
INLET DATA ~ P1PE Q1 p FROM Q 10 TOTAL DIA. LENGTH SLOPE CAPACITY ~ INTO INVERT INVERT ,s~s DRAINAGE Q10 FROM TO IN PIPE CFS 1N. FEET ~ (CFS) ~ o, INLET CFS ( ) ( ~ ( ( ~
PIPE Q10 FROM Q 10 TOTAL DIA. LENGTH SLOPE CAPACITY INLET DRAINAGE Qi01NT0 INVERT INVERT FROM TO FS 1N. FEET 9' CFS No. TYPE INLET No, INLET CFS IN PIPE (C ) ( ) ( ( ) ION OUT TOP N ( ~ STAT AREA (AC.) INLET IN
STATION IN OUT TOP ( ) No. TYPE AREA (AC.) INLET 1.6 1.6 18 112.00 1.00 10.5 ~~d 0.8 - 447.70 451.20 P-36 FES FES w 0.12 w
P-1 FES FES 0.6 0.6 18 136.00 0.50 7.4 W-1 C.I. - C i 0.66 1.9 - 446.50 450.00 E-1 P-37 W-1 W-2 0.8 0.8 15 41.35 2.90 11.0 P-37 446,50 446.40 450.00 . _ 0.05 0.3 p-38 446.50 P-38 FES W-2 6.6 6.6 15 28. DO 1.88 8.9
P-2 E-1 E-2 1.9 1.9 15 29.58 0.50 W-2 C.I. C.I. 0.39 2.4 446.35 446.25 450.00 5.8 E-2 P-3 E-2 E-3 2.4 4,3 15 26.45 0.80 P-39 442.29 447.40 P-39 W-2 W-3 0.3 7.7 15 160.51 2.56 10.4
_ C I 0.12 0.8 446.04 445.94 450,10 E 3 P-4 E-3 E-4 0.8 5.1 15 119.36 1.75 8.6 W-3 C.I. - 0.27 1.4 P-41 439.38 439.28
I, 0.18 1.1 443.85 443.75 447.35 E-4 C P-40 W-9 W-8 2.1 2.1 12 95.91 0.63 2.8 0.25 1.0 - 442.50 446.00 _ ,7 15 71.00 0.59 5.0
P-5 E-4 E-5 1.1 6.2 15 42.05 1.67 8.4 W-4 C.I. - _ I, 0.36 2.2 443.05 442.95 446.75 E 5 C P-6 E-5 FES 2.2 8.4 15 102.00 3.06 11,3 P-41 W-8 W 3 1.6 3 ~ P-42 437,48
0.97 6.0 - 440.00 443.50 W-5 C.I. - E-6 Y.1. P-7 E-6 E-9 6.0 6.0 15 132.00 2.14 9.5 0.16 1.0 p_43 441.20 437,38 444.70 P-42 W-3 W-5 1.4 12.8 18 67.59 2.67 17.2 ~
0.48 3.0 439.36 439.26 443.00 W-6 C 1 E-7 C.f. - - 1.0 1.3 12 23.84 5.45 8, 3 0.17 l.1 437.18 437.08 444.70 P 43 W-4 W 5
P-8 E-8 E-7 2.5 2.5 15 28.30 0.50 4.6 I, 0.41 2.5 - 439.50 443.20 - E-8 C. P-45 436.59 P-44 W-5 W-6 1.0 15.1 24 23.97 0.83 20.7 0.22 0,9 p-46 439.50 436.49 443.00 1 6 0
- 437,18 P-9 E-7 E-11 3.0 5.5 15 158.39 1.69 8.4 W 7 Y.I. - P 7 437.08 442.00 P-45 W-6 W-7 1, l 16.1 24 53.40 0.91 2
E-9 Y.I. 0,49 3.0 p_10 437.18 P-10 E-23 E-9 1.1 21.0 24 133.22 1.54 28.1 W-8 C.I. 0.30 1.6 439.90 439.80 447.00 _ -10 W-7 0.9 0.9 12 96.97 1.03 3.6 P 46 W
P-11 436.00 4 5,90 440.35 P-11 E-9 E-10 3.0 30.0 30 112.22 0.96 40.3 0.18 1.2 P-13 436.00 3 W-9 Y.I. - E-10 C, I. 0.44 2.1 - 440.50 444.00 -47 W-7 W-12 0.9 17.9 24 125,24 1.13 24.1 H - P o
P-12 E-12 E-11 1.9 1.9 15 24.00 0.50 4, 6 W-1 O Y,I. P-9 436.58 436.48 440.20 6 2.38 16, 3 0.20 0.9 440.50 444.00 _ _ W-12 1,1 1.1 12 24.88 2.09 5,2 P 48 W 11 H
E-11 C.I. 0.24 1.5 p-12 436.58 P-13 E-11 E-10 1, 5 8.9 18 20 1 W-11 C.I. 0.22 1.1 - 438.90 442.40 _ _ W-13 1.8 1.8 12 156.64 0.50 2.5 P 49 W 14 ~a P-47 435.07
1, g - 436.70 440.20 P-14 E-10 E-13 1, 2 40.1 30 21.00 1.73 54.1 E-12 C.I. 0.31 _ _ 442.30 P-50 W-13 W-12 0.8 2, 6 15 47.96 0.50 4.6 w 0,19 0.9 P-48 438.38 434.97
4 440.35 - 5 E-13 E-14 0, 7 40, 8 30 57.00 1.79 55.0 W-12 C.I. - - 3 C.I. 0,11 0.7 435.54 435.4 P 1 E1 P-50 438.38 P-51 W-12 W-15 0.9 22.5 24 38.88 1.80 30, 4 0
1.8 434.42 434.32 440.35 P-16 E-14 E-15 1.8 42.6 30 21.00 1.96 57.6 - _ E-14 C.I. 0.33 W 13 Y,I 0.17 0.8 43B. 72 438.62 443.00 P-52 W-15 W-16 1.1 23.6 30 27.48 0,58 31.4
14 0.9 433.91 433.81 440.35 P-17 E-15 FES 0, 9 43.5 36 176.00 0.80 59.9 _ 1 Y.I. E-15 C.I. 0. W 4 0.34 1.8 - 439.50 443.00 P-53 W-16 W-17 0, 7 24.3 30 47.00 0, 63 32.6
2, 8 - 444.60 448.20 P-18 E-16 E-17 2.8 2.8 15 24.80 0.50 4.6 -15 C.I. 1 1.1 434.27 434.17 441.90 30 27,33 0.67 33.7 0.2 P-54 W- J 7 W-18 0, 7 25.0
E-16 C.L 0.46 W 4 1.5 444.48 444.38 448.10 P-19 E-17 E-23 1.5 4.3 15 187.25 1.63 8,3 - 0.7 434.01 433.91 442.00 12 173.30 0.87 3.3 0.15 P-55 W-19 W- l8 1.4 1.4 w
E-17 C.I. 0.2 W 16 C.I. 5.3 - 445.20 448.70 P-20 E-18 E-19 5.3 5.3 15 210.00 1.19 7. i - i 7 C.I, 0.15 0.7 433.61 433.51 442,10 P-56 W-18 W-26 0.7 27.1 30 198.03 0.91 39.2
E-18 Y.1. 0.85 W 6.3 442.69 442.59 445.50 P-21 E-19 E-21 6.3 11.6 18 95.73 2.21 15.7 P-54 433.33 433.23 442.00 P-57 W-20 W-21 0.9 0.9 12 52.88 0.50 2.5 0.11 0.7 p_55 438.00
E-19 Y.I. 1.02 1 .9 18 28.47 1.97 14.8 W-18 C.l. - 0.06 0.4 - 440.59 443.90 P-22 E-21 E-22 0.9 2 P-58 W-21 W-22 0.9 1.8 12 95.78 0.50 2.5
E-20 C.I. P-21 440.47 15.6 24 44.11 0.86 21. D W-19 Y.I. 440.37 443.90 P-23 E-22 E-23 2.7 0.23 1.4 - 439.50 443.00 _ P-59 W-22 W-23 0.7 2.0 12 40,28 0.60 2.8
E-21 C.I. 0.14 0.9 P-24 440.47 P-24 E-20 E-21 0.4 0, 4 15 24.00 0.50 4, 6 W-20 Y.I. - 0.14 0.9 430.50 433.50 0 _ P-60 W-23 W-24 0.2 2.2 12 71.85 0.70 3.0 H
0.44 2.7 439.81 439.71 444.50 _ 5 2 0 2.0 )5 108.00 0.50 4.6 W-21 Y.l. E-22 C.I. 41.33 P-25 E-24 E 2 0.13 0.9 430.24 430.14 433,50 - -25 W-24 0.8 0.8 12 124.69 1.43 4.3 Q
P-19 4 439.23 445.10 0.8 0.8 15 28.30 4.38 13.6 W-22 Y.I. 0.09 0.7 429.66 429.56 433,50 P 61 W P-62 W-24 W-27 0.9 3.9 15 57.64 0.65 5.2 d
E-23 C.I. 0.18 1.1 p-23 439.33 P-26 E-26 E-25 - 4 .50 440.00 P-27 E-25 E-27 1.9 4.7 15 177.03 1.73 8.5 W-23 Y,I. 0.03 0.2 429.32 429.22 433.80 - P-63 W-26 FES 1.1 28.2 30 116.00 3.73 79.5
- 4 Y.I. 0.33 2.0 36 E2 P-25 435.96 P-28 E-27 E-28 2.2 6.9 15 30.57 2.07 9,3 W-24 Y.I. P 60 428.72 _ 0.23 0.9 428.62 433.00 1.17 7.0 H - P-61 428,72 P-64 W-27 W-28 0.9 4.8 15 27.85 ~
I 0.31 1.9 p-26 435.96 435.86 440.40 15 134.73 2.64 10.5 E-25 C, . P-29 E-28 E-30 0.9 7.8 0.22 0.8 - 430.50 433,50 P-65 W-28 W-29 0.9 5.7 15 45.23 1,40 7.7 0
- 437.20 440.70 3.31 11.8 W-25 Y.I. ,10 68.00 0, 70 8.8 ~ 0.26 1.1 431.43 431.33 436 P-66 W-29 FES 0.7 6.4 18 ~
E-26 C,I. 0.12 0.8 P-30 E-29 E-30 3.6 3.6 15 154.00 W-26 CJ. 0, 35 2.2 432.80 432.70 436.30 P-31 E-30 E-33 3.6 15.0 24 86.76 D. 93 21, 9 0.15 0.9 428.25 428.15 435.00 P-67 W-33 W-32 1.5 1.5 12 71.00 0.50 2.5
E-27 C.I. - W-27 C.I. - 0.13 0.9 432.07 431.97 435.80 P-32 E-31 E-32 1.7 1,7 15 40.20 2.24 9.7 0.14 0.9 427,82 427.72 435.00 p-68 W-31 W-32 1.0 2.0 12 73.54 2.04 5.1
E-28 C.i, W-28 C.I, - 0.58 3.6 - 433.50 437.00 p-33 E-32 E-33 2.5 4.2 15 116, 69 3.26 11.7
E-29 Y.I. P-29 428.41 24.00 1.46 27, 4 W-29 C.I, - 0.10 0.7 427.09 426.99 434.20 p_89 W-30 W-31 1.0 1.0 12 131.13 0,50 2.5 a
0.58 3.6 428.31 432.50 P-34 E-33 E-34 1.1 20.3 24 - E-30 Y.I. - P-30 428.41 W 30 Y.I, 0.21 1.0 - 430.00 433.00 p-70 W-32 W-34 1.7 5.2 15 75.00 1.17 7.0 z
P-35 E-34 FES 1.8 22.1 30 108.00 0.52 29,6 0.28 1.7 - 432.30 435,80 8 W-31 Y.I. - E-31 C.I. P-126 FES E-35 62.2 62.2 48 28.00 0.50 101. 0.25 1.0 429.34 429.24 432,50 p-71 W-34 W-35 1.1 6.3 15 70.08 1.72 8.5 ~ l ~ - 4 h~ P 67 427.7 1 B 103.06 1.00 10.5
_ 0.40 2.5 431.40 431.30 434.90 •8 W-32 C.I. E 32 C.I. 0,27 1.7 427.64 431,70 P-72 W-35 W-37 1.5 7.8 w 0 P-fib 427.74 2 5 p
- 1 427,50 P-121 E-35 E-36 1.6 63,8 48 24.00 0.50 1 P 3 427.40 431.20 1.8 P-73 W-36 W-37 1.5 1,5 12 70.51 0.50 0.26 1.5 - 428.10 431.10 18 108.00 1.27 11.9
E-33 C.f. 0.18 1.1 P-33 427.50 P-128 E-36 FES 1.6 65.4 48 24.00 0.50 10 W-33 C.I. - P-74 W-37 FES 1.8 11.1 0.12 1.1 426.76 426.66 430.50 112.00 0.50 7.4
0.29 1.8 427.05 426.95 431.20 W-34 C.I. E-34 C.I. - P-75 FES FES 0.9 0.9 18 0.22 1.5 425.45 425.35 429.70 24.00 0.50 4.6 ~
0.36 1.6 429.46 429.36 435.80 W-35 C.I. E-35 C.I. - P-76 W-38 W-39 0.9 0.9 15 0.32 1.5 - 427.90 431.40 6.54 4.74 14.1
0.36 1.6 429.24 429.14 435.80 W-36 C.I. E-36 C.I. - - 424.32 P-77 W-39 W-40 0.9 1.8 15 5
Q W-37 C,I. 0.30 1.8 P 72 424.22 430.90 0.50 4.6 P-73 427.55 P-78 W-40 W-41 1.4 3.2 15 94.70
0.13 0.9 - 443.40 446.90 p-79 W-41 W-43 1.1 4.3 15 118.27 1.38 7.6
.I. =CURB INLET N.C.D,O,T. STANDARD) W-38 C.l. C W-39 CJ. 0.12 0.9 443.28 443.18 446.90 P-80 W-43 W-42 1.0 5.3 15 20.62 1.45 7.8
Y.l. =YARD INLET N. C. D. 0. T. STANDARD) - Y.I. - W 40 0.30 7.4 440.50 440.40 444.00 p-81 W-45 W-56 ~.2 8.7 18 134.61 1.23 11 J q
W-41 Y.I. 44, 00 - 7, 5 15 82.83 2.43 10.1 ~ 0,21 1.1 439.93 439.83 4 Q P-82 W 44 W-45 r.2
W-42 Gl, _ 5.5 15 68.34 1.81 8.7 ~ _ 0.30 2.0 437,80 437.70 443,50 p-83 W-46 W-44 0.7
W-43 Y.I. - - 1.70 - - 1.7 4.8 15 102.90 1.00 6.5 ~ c . 0,22 1.0 438.20 438.10 44 P-84 W 47 W 46
P-82 437,10 _ _ _47 2.1 3.1 15 51.04 0.50 4.6 A 0,2$ 2.0 437.00 440.00 P 85 W 48 W ~
W-44 Y.I. - P-83 437.10 P-86 W-49 W-48 1.0 1.0 12 54.83 0.50 2.5 0
W-45 Y.I. 0.17 1.2 434.99 434.89 441.50 4 00 0.99 10,5 0 P-87 W-42 W-51 1.0 7.3 18 14 . x
CITY DISSIPATOR DATA _ VELD W 46 Y.l. 0.10 0.7 438.44 438.34 443.50 _ 16.3 24 67.93 0.93 21.9 a P-88 W-50 W 51 0,7 ~
V~o EXIT D1SSIPATOR SIZE i W-47 Y.I. - _ 0.24 1.7 439.57 439.47 444.00 _ _ 13,2 13.2 18 24.00 2.85 17.8 P 89 FES W 50 ~ A
PIPE N0. (FPS) L W DEPTH CLASS D5o W-48 Y.I, _ _ _ 0.29 2.1 439.93 439.83 443.50 _ 2, 4 15 72.00 2.08 9.4 ~ P-90 FES W 50 2.4
VILLA AREA W-49 Y.I. - 40.0 443.70 0.25 1.0 4 2 25.8 24 75.98 2.35 34.8 ~ - .00 P-91 W-51 W-52 2.2 P 89 431
P-1 2.7 5' 4' 22" B 6" W-50 C.I. 0.10 0.7 436.90 441.40 p-92 W-52 W-53 1.8 27, 6 24 49.36 2.68 37.1 P-90 437.00 Fri ~
P-6 10.1 8' 4' 22" B 6" P-87 436.27 P-93 W-54 W-53 1.0 1,0 15 24.00 0.50 4.6 a
- 9, 4 24' 9' 22" B 13" W-51 C.I. P 17 0.35 2.2 -88 436.27 436.17 441.30 .46 0.93 39.7 ~ o P P-94 W-53 W-55 1.8 30.4 30 77
P-35 6.6 15' 8' 22" B 6" W-52 Y.I. 438.50 z 0.31 1.8 434.38 434.28 p-95 W-55 W-56 2,2 32.6 30 74.02 1.07 42.5 ~
1 P-92 432.96 432.86 437.80 _ 9 8 P-96 W-56 W-57 0.7 42.0 36 37.00 0.68 55.2 0 2 P-93 432.96 ~
W-53 C.I. MAIN CAMPUS -54 C.I. P-97 W-57 W-58 0.9 42.9 36 47.52 0.71 56.4 - 3.08 437.80
5 4 22 B 6 W P-36 4.2 0.14 1.0 43 _ P-98 W-58 W-59 1.2 44.1 36 24.00 0, 75 57.9 a
' 22" 8 13" W-55 Y.l. P-63 14.7 20 8 0.30 2.2 432.14 432.04 438.00 - .23 P-99 W-59 W-60 0.9 45.0 36 168.81 0.78 59.1 w P 81 433 431,15 441.00 ~
0.10 0.7 p_95 431.25 _ - 1.2 11.5 24 178.76 0.52 16.4 P 100 W-61 W 86
P-66 5.4 9' S' 22" B 6" W-56 C.I. 0 28.46 5.13 151.5 F 0.12 0.9 430.90 430.80 441,0 P-101 W-60 W-70 1.0 47.2 36 ~
P-74 7.6 9' S' 22" B 6" W-57 C.I. 0.17 1.2 430,46 430.36 440.80 _ -89 W-61 0.8 10.3 24 124.02 0.40 14.3 P 102 W
P-75 2,6 6' S' 22" B 6" W-58 C,l. > 6" 1 6 22 B _ 0.9 430.18 430.08 440.80 _ _ _ p, g 9.5 ? 8 138, 84 1.47 12.8 a 0.12 P 103 W 68 W 69 w
P-100 5.2 2 W 59 C.I. - 0.20 1.0 428.76 428.66 436.30 p-104 W-67 W-68 1.7 8.7 18 110.76 1.23 11,7 ~
P-119 12.1 36' 14' 30" 1 13" W-60 C,I. 0.17 1.2 426.74 426,64 436,30 P-105 W-66 W-67 1.9 1.9 12 16.85 0.50 2.5
P-128 8.4 32' 12' 30" 1 13 W-61 C.I. 0.05 0.4 - 440.00 443.50 -106 W-65 W-67 1.2 5.1 15 124.71 1.12 6.8 0 P
W-62 Y.I. 0.16 1.1 439.10 439.00 442.00 P-107 W-64 W-65 2.4 3.9 15 15.06 0.66 5.2
W-63 Y.I. 0,33 2.4 436.54 432.54 441.00 p-108 W-63 W-64 1.1 1.5 12 29.03 8.47 10.4
W-64 Y.I. 0.17 1.2 432,44 432.34 434.50 P-109 W-62 W-63 0.4 0.4 12 38.86 2.32 5.4 y
W-65 Y.I, - 431, 02 439.50 48.1 36 102.58 1.33 77.2
W-66 Y.I. 0.26 1.9 P-1i0 W-70 W-71 0.9 P-105 430,94 .08 0.61 78.3 0
W-67 Y.I. 430,84 433.50 P-111 W-71 W-72 0.8 48.9 42 101 ~ 0.24 1,7 p-106 430,94
W-68 Y.I. - W-76 1.2 50.1 42 223.55 0.62 79.0 429.48 429.38 433.00 P-112 W 72 0.20 0.8 0,8 12 54.78 0.50 2.5 x
W-69 Y.I. . P-113 W-73 W-74 0,8 a 0.19 0.8 427.34 427,24 434.00 126.76 0.50 2.5 0
W-70 Y.l. P-114 W-74 W-75 0.8 1.6 12 0.24 0.9 427.20 427.10 433.00 43.24 5.48 8.4 a
P-11.5 W-75 W-76 0.6 2.2 12 _ 3
W-71 Y.I. 0,24 0.8 41./4 4L~.04
W-72 Y.I. 0.27 1.2 425.02 424.92 432.50 P-116 W-76 W-77 2.2 52.5 48 112.57 0.35 85.2 a - 0
W-73 Y.I. 0.16 0.8 430.00 433.00 P-117 W-79 W-77 0.7 1.2 12 102.30 0.50 2.5 z -
W-74 Y.I. P-118 W-78 W-79 0.5 0.5 12 117.62 0.50 2.5 0.21 0.8 429.73 429.63 433.50 104.00 0.37 119.9 0
W-75 Y.I. 432.50 0.18 0.6 11429.00 2 423 428.90
PP- - 119 120 WW- -81 77 W- FES 82 0G., 97 0.9 66,7 l 54 2 63.05 3.17 6.3 a P-112 423.53 423.43 433.20
W- 76 C.I. W-77 C.I. 0.36 2.2 P-115 426.53 P-121 W-80 W-82 1,2 1.2 12 62.40 3.21 6.3
P-116 423.04 - - -83 0.2 2.3 12 90.67 2.65 5,8 82 W P W 0.10 0.7 P-117 429.30 422.94 433.00 122
P- 125 423.04 P- 123 W_83 W_84 2.1 16.4 30 45.35 0.40 26.0
W-78 Y.l. 0.14 0.5 430.50 433.50 P-124 W-84 W-85 1.4 17.8 30 104.92 0.40 26.0 x
W-79 Y.I. 0.20 0.7 429.91 429.81 433.00 P 125 W-85 W-77 1.8 19.6 30 169.10 0.63 32.6
W-80 Y.I. .00 433.00 P-129 W-86 W-83 0.5 12.0 24 119.06 0.31 16,2 a 0.31 1.2 430
W-81 Y.I. SHEET TITLE 0,19 0.9 430.00 433.00
P-120 428.00 431.00 0,20 0.2 P-121 428.00 427.90 P-122 425.50 STORM
W-82 Y.I.
W-83 C.I. 0.22 1.7 424.90 429.00 a P-129 425.00 ~
0. 50 DRAINAGE 20 1.4 424.72 424.62 429
W-84 C.l. 0.26 1.8 424.20 424.10 430.50
W-85 C.I. a 0.08 0.5 425.71 425.61 431,30 DATA
W-86 C.I.
SEE SHEET 5D5 FOR DATE: 2/14/03 :T 5D5 FOR ROOF DRAIN INVERTS
REVISIONS w
1 9/22/03 - CHANGES a rA
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625 W. JONES STREET
RALEIGH NORTH CAROLINA 27603 0 ~
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1'-0" 3' 3' S' 3' 3 219 EAST CHATHAM STREET
MIN. MIN. WALK CARY, NORTH CAROLINA 27511
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1 \ \ I \
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~ \ ~ 1 1 A I ----t 4 \ 1 -24 SHEET TITLE U
- -1- ".,.442 ~ q4 44 I I
3 1 4 3 - I / OVERALL
1 _ I I s I GRADING &
LEGEND
oft.. Ul RM DRAINA / TO STOCKPILE WASTE /
\ 1 I TE PORARY N
LIUILS OR \ DITCH (TYO. I I / I / " HDPE HIGH DENSITY POLYETHYLENE DRAINAGE PIPE PLAN m AREA 455 12 -GRADE TO WITH TEES AND DOWNSPOUT CONNECTORS
1 DISTURBANCE DATE: 2/14/03
v 1 v I -P I I / i / FREELY DRAIN 15' RCP CLASS III REINFORCED CONCRETE PIPE w REVISIONS
v / ! /I I r I I ! ~ r ~ I I I , ~ I !
1 I I ! I D NCDOT STD. 840.01
\ 1 I ~ I I i I I l / I ~y- ~ ~ ~ I d' l l / l l i i CURB INLET (BRICK OR PRECAST) U
\ ~ I I 1 I I I / ~ / ~ ! I / I l 1 WITH INLET PROTECTION DURING CONSTRUCTION
C) I I I I l l I , / NCDOT STD. 840.14 U
I ~ I I 1 I I ! , I I~ III I 1 I I 1 i i f / ~ ~ / / I r ~ ~ r l l l I YARD INLET (BRICK OR PRECAST) I I I J r, a
~ I / ! I I I / ~ I l 1 ~ ! I / I I
1 ~ I I / ~ / 1 I I ~ ~ ~ I 1 1 / l ~ f I 1 f / I I / REINFORCED CONCRETE FLARED END SECTION
SEE SHEET SD14 FOR PIPE, INLET AND SEDIMENT
~ ~ ~ I I I I - I / ~ I 1 I I / / ! BASIN DATA
~ ~ l II 1 I ? I / ~ ~ / I 1 ° ti
~ ~ ~ I 1 1 A ~ \ I I ! 0 ~p I \ v A \ \ I 1 f I r" STORM l SHOWING:
I 1 I 1 I i A 37„ ~ I I
DRAINAGE
x \/EROSION CONTROL PLAN EROSION CONTROL
SDI I EAST CAMPUS OVERALL GRADING/ER_
-0„ SCALE: 1 -40 A
JOB No. 98-138 w