20110584 Ver 1_More Info Received_20110811

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INC.
I ?-05??
McDAVIDAsSOCUTES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone]• Fax[phone]
E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
Ms. Joanne Steenhuis
NC Department of Environment &
Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
August 10, 2011
GOLDSBORO OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
109 E. Walnut Street • P. O. Box 1776
Goldsboro, NC 27533
kii=3@90 W r 4 0
AUG 1 Y 2011
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
SUBJECT: Plan Sheet
Contract No. 62 - Little Nine Road Extension
Town of Morehead City
Carteret County, NC
Dear Ms. Steenhuis:
Attached please find one copy each of plan sheet 2 of 4, storm drain cross views for Stations 9+00
and Station 11+00 for subject project. Sheet 2 was revised and the cross drain details were added as
per discussions with Christy Wicker, USACOE.
If you have any questions, please do not hesitate to contact me.
Sincerely,
FTL:
Attachments
cc: Ian McMillan (w/attach)
Christy Wicker (w/o attach)
McDAVID ASSOCIATES, INC.
F. Tyndall Lewis, P.E.
Goldsboro Office
\\G-PC 1 \D 1005\FTL\201 I
MHC-CN62-LITTLE-N INE-RD-PLAN-SHEET-JS-D WQ-LTR
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LEGEND
EROSION AND SEDIMENTATION CONTROL NOTES # 0 5120.53 ~ z1.16 , \ t
+ts.t9 Existing Spot Elevation. F F Proposed Fill Line (Toe of Slope)
1. Provide a groundcover (temporary or permanent) on exposed slopes within 21 calendar +2ts2 t1 days following completion of any phase of grading; and a permanent groundcover for ail 20, + 21,05
----------17---------- Existing Contour Line Proposed Wetlands Fill Area disturbed areas within 15 working days or 90 calendar days {whichever is shorter) 6.80 t t
i7 Proposed Finished Grade Contour Line following completion of construction or development 18.64 `t TEMPORARY SEDIMENT FENCE t ~ \
2• Provide and install tempafgry Sediment fence (SIIt fence) OIOng tae Of fill along bath ALONG FILL LINE FOR ENTIRE t t \
Right-of-Way or Property Line Existing Gravel Surfacing Boundary sides of roadway for the entire length of the roadway. LENGTH of RoaowAY tt tt t t t
Existin Woods Line GRID 9 NC 3, Provide and install exceisoir matting on shoulders, side slopes, and swales along both ~ ` `
LJ--, Proposed 4 Thick CABC Surfacing I sides of roadway for the entire length of the roadway. ~t `t ~ t
- - -0E- - - - - -0E- - - - Existing Overhead Electrical Line. 4. AIP proposed roadside grassed swales shall have maximum side slopes of 3:1. Centerline ~ tt \
Existing Wetlands Limits (Boundary) of grassed swales shall be 22 feet from road centerline. li ~ t \ R/w 1 ~ t
Proposed 8" CABC Base Course and I
2" Type S-9.5A Asphalt Surface Course I Exlsting Storm Sewer or Culvert +18.05 i ~ ~ I PROPOSED -
i i ~ ~ ~ TEMPORARY GRAVEL `F 21.39
Pro osed Storm Sewer or Culvert I P I ~ I ` ( F g°:g CONSTRUCTION ENTRANCE ~ +18.J~2 . ~ j a7 Ft8"".~"_I--19, ai~8 t,
I ROBERT BEER, TRUSTEE ~wEnANDS ' ' a°~ ~ t
I l I DEED BOOK 199 PAGE 100 \~'S' AREA 4 g~, `ti ~ 1'~s3 ti° e° °oa 2t.2a o, t ~ a ~ ;8 % + 21.89. t
I LITTLE NINE PROPERTIES, LLC i THE EARLE COMPANY TRACT / \ r` is say o ~ ~ .ai ~ ~
I DEED BOOK 1086 PAGE 410 1 SEE MAP BOOK 15 PAGE 60 UPLAND \ , } ~ 20' tt / ~ , -16 F9' t
( WMBL RADIO TOWER SITE I I ` t I a 16.99 ~E------0E---tt 19
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1 ~ ~ ~ ` - 18.32 tt ~ tt
I I PROPOSED 48 LF `Jj ~ s +16.69 t t WETLANDS LIMIT / ~ ~ 7.36 ~ ` 1
12" RCP AT 0.50% TOWER ( ( INV (N) = 14,75 44 ( ~ , ~ t ~ t
I INV (S) = 15.00 PROPOSED PROPOSED 24 LF TEMPORARY SEDIMENT FENCE P ED 80 LF RIPRAP GRAVEL FlLTER 12" RCP AT 0.42% ( ~ F \ 1 ~ ~ t. / 16.61 ~ ~ / WETLANDS LIMIT \ ,t ~ t,
I 12~ROP AT 0.50% CHECK DAM INV (N) = 15.50 PROPOSED DRIVEWAY RELOCATION ALONG FILL t1NE FOR ENTIRE I / WETEAN3S ao 17.40 / 1t ~
I INV (N) = 14.75 INV (S) = 15.60 AND 4" THICK CABC SURFACING LENGTH OF ROADWAY RADIO TOWER I I INV (S) = 15,15 GUY ANCHOR I • ~ d t ~ 1` ~ , t
I j-} .60•- . --.)•17.34 PROPOSED I / / ~ ~ / 12 ~ RCP AT oA0% tt N 1 1619 INV (E) = 16.68 ~ 1'
' ! INV.=14.67 PROPOSED I I GRASSED SWALE GRASSED SWALE INV.=14.20' WETLANDS LIMIT WETLANDSILIMIT 5 , ~6 TEMPORARY SEDIMENT FENCE INV (W) = 16,68 \ it +21.5
I ~ INV.=14.74' ( / ~y0 ALONG FlLL LINE FOR ENTIRE / I ixR LENGTH OF ROADWAY ~ +21.78
I 1 _ 15.17 16.99 INV.-14.27 + 17.5 +15.29 15,25+ 1 I UPLAND / t +16.29 / PROPOSED 20' WIDE 20.00
15.61 15.84; 15.95 16 80 + ~1 .22 18" RCP 116.12 16.51 + .96 •67 11.88 12.91 +115.44 i I I'' ASPHALT PAVEMENT +`#21.11 ( 1E 90 - +16.43 WETLANDS LIMIT 1t
14.4 -F-} : i 12.16 / '15.59+13 14.87 16,p 17.04 , 15.84 16,25,E .OB 16,27 +16.33 +16.33 +16.30 15.01 ~ ~ +16.05 E 17.50 t
INV=14.59' t 6,69 ---•17h--------- + 15,971.39I 16.63! 17.60 17.2117.44 17,41 16.64 N 16.28 1 t ` WETLANDS DELINEATION MAP SIGNED BY `
,7.07 + 4 ,4,99 ~'k,16,85 .....+16.78; ,18 P P , LITTLE NINE ROAD ,6.24 17.19 15.6215,88 - - 1-- 16.07 WETLANDS 7- +17.0 ~ AREA 3 F 7.22 MICKEY SUGGS
7.0 6.3 4.65 15,54._ - i6 1 ~ - 16'-"" 1 . . tt... .i6. ' ~ ~ F \ PROPOSED 33 LF US ARMY CORPS OF ENGINEERS 17aa t ..~-•F \ / 12° RcP AT G,oo% DATED JUNE 13, 2011
15.78 + \ ~ ~ II : F• . . X17.01 +1666 15.00. ,*57.0 17 17 ..••,8,~~-•---•_.," F ..-f----•-""~F::::;:i 1 08 . 17 , 1T : ' / INV {E) = 16.09
RCP 'F N. N ~ 8 ,'17-' ,.UPLAND. ro ~ ! 9~t•~7 UPLAND ..:,18, ~ ~ .UPLAND / ca t63~ / INV (W) = 16.09. t 163? 4$. t
1 01 N° 8%N ,7:04 - i6. . ,f.:~. ~ ~ s.: NCSR _ , 1 ~ / ~'1s~' WETLANDS FILL TABLE. 1 WETLANDS WITHIN R/w . ~ ,',416.21 RIGHT-OF-WAY TABLE
° Y #17.0 --er~6. 9 - N }57.8. ~ _ ~ - 16:57 .16.62 / ~ ~ }5 7•v•, y ~ ~ w• ®1 • _ _ IN R ~ ~ ~ / PROPOSED 20' WIDE AREA N0. AREA \ - ~ ~ / ASPHALT PAVEMENT \ t
N ~ 1 .81 INV. 14.12 - . 18" RCP --=-a'~ F 17 : •._..:,:;,_F.:.:... • •--..r::F:;:.-:.:,:: ' - .INV.=14,81' 17.2 ~ ~ 16 r .F ~ P AREA N0. AREA 1 2,615.65 SF o 't
16.54 ~172Q 14.12 15, 16 / WETLANDS I I ~ ~ ~ WETLANDS ~
14,81 16102+15,58 ` AREA 1 i AREA 2 \ 16.65 ~ + 16.4 t15Zd --1----"-- t ,$1~ ---r-- ~•f•/~•'~-- - 1r~ - - ' ----)-•11-- - 16.77 + 16,19 i6.6§~ 1 PROPOSED I I ~ ( ,~1 ~ ~ 16.22 _ ~ +1s,1s J w~nANDS uMlt 1 4,308,63 SF 2 3,390,11 SF \ ' tit 1a.aa
6.58 TEMPORARY GR~,VEL I I , •16' " ~ ^ / ~ +i6. 2 +17.59 ~ ` ~17 _ ` ^ I - - - - I CONS1RbCT10N EN~/ I •}16,69 ~ +15.15 +16.72 I 16.12 2 5,690.57 SF 3A 7,301,15 SF 1 +~zo,6a 19.97.
I I ~ 3 28,223.55 SF 3B 4,159.12 SF
1z1o ( +1sss I I I I I WETLANDS LIMIT ( ALONGRFlLL LINE FORTENTiI )RARY SEDIMENT FENCE. 3 FlLL LINE FOR ENTIRE 4 10,444,52 SF 4 4,308.02 SF
+17 21 I 1 I PROPOSED I LENGTH OF ROADWAY I I i I I GRASSED SWALE I Hof RoADwAY ROBERT BEER, TRUSTEE
I ~ I I PROPOSED PROPOSED 20' WIDE I 1 I I 16 25 RIPRAP/GRAVEL FlLTER ASPHALT PAVEMENT WETLANDS LIMIT LITTLE NINE, LLC I DEED BOOK 199 PAGE 100 TOTAL 48,667.27 SF TOTAL 21,774.05 SF
( 1 1 I I CHECK DAM WETLANDS LIMIT I ( 1 i I 80°~ I I DEED BOOK 1229 PAGE 468 I THE EARLE COMPANY TRACT TOTAL 1.1172 ACRES TOTAL 0.4999 ACRES
( ~ I I MB to - P 97 I JIM H. SLOAN I MAP BOOKA31 PAGE 132 ( SEE MAP BOOK 15 PAGE 60
1 ' I I DEED BOOK 1192 PAGE 56 I I ,
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~ LP RAD t .38 HP RAD = i .34 LP RAD = 1 .45 ~ N: ADE 18.6 GRA E = 8.90
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I ~ ~ttuluul>'i ~tiuluul~~ ~ X ~ ~ ~~~\\1 SSMC/ //7//i CAI{ X77(/ N0. DATE DESCRIPTION fl ~,Ia
y rn ~ n P A a i . n~N QYl' /i IVI(, I Ass? I.rIA~ )(;IATS_ I _ LITTLE NINE ROAD - PLANIPROFILE ca,D DWG FILE NAME: 05-6035-4700-CN62-P02-PLAN-PROF-05.DWG ~
kP ; OF 9 ; ING Engineers Planners* Land CAD PLOT FILE NAME: 05-6035-4700-CN62 PO2.PLT ers LandSurveyors CONTRACT NO. 62 - LITTLE NINE ROAD EXTENSION Q
g . SEAL Corporate License No. C-131 MAP FILE REFERENCE:
1972 = 46 ' Wet CORPORATE OFFICE BRANCH OFFICI BRANCH OFFICE 2011 STREET IMPROVEMENTS PROJECT PROJECT NO.: 2-05-6035-4700 SURVEYED BY: N
; 3714 North Main Street 109 East Walnut Sh P. 0. Drawer 49 P. 0. Box 1776 109 East Walnut Street DRAWING NO.: COMPUTED BY: W
3 0 0 0 Farmville NC 27828 Goldsboro, NC 27; P. 0. Box 1776 TOWN OF MOREHEAD CITY Goldsboro, NC 27533 SCALE: HOR. 1"=40; VERT 1" =4' DRAWN BY: W
o-%'~~ILLE` TYNDP~ -1 a ~~/11111 111111`\//llIIIIIUII~,` Telephone: [phone] Telephone: (919) 736, elephone: [phone] CARTERET COUNTY NORTH CAROLINA _
Facsimile: [phone] Facsimile: (919) 735- acsimile: [phone] DATE: MAY 23, 2011 APPROVED BY: (n