20080950 Ver 1_Site Plan_20080610

~ NORFOLK SOUTHERN RAILWAY
i I I 200' R/W ~ ~
ERRS CONTROL ~ ~
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.
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8" BLOCK ~ ~ N RETAINING W~LL
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JUN ~ ~ 2008
NOTES• WETLANDS AND STORMWATER 6RANCIi
1, ALL STORMWATER BMPs INSTALLED ON-SITE MUST BE 4'X4' RISER STRUCTURE 5k5' RISER STRu Sky' RISER STRUCTURE fL. 331 EMERGENCY SPILLWAY
CERTIFIED BY A DESIGN PROFESSIONAL AND THE TOWN OF EL. 327 EMERGENCY SPILLWAY GARNER ENGINEERING DEPARTMENT. EL. 326 N,~~ EL. 326 EL. 330 N,w 3N,~V _EL.330 y. ~EGEI~D 4/1~oaNS:
P TED 1N STRICT ACCORDANCE 330 3 3 2. ALL GRADING SHALL BE COM LE ~v
WITH THE GRADING PLAN SHOWN HEREON. NO CUTTING SHALL FI ISNED GRAD
3. DURING INSTALLATION OF 60" RCP PIPE THERE SHALL BE BE ALLO DIN 30" RCP OR HOPE PIPE 36" RCP OR NDPE PIPE - EXISTING DRAINAGE PIPE 5i2i 88
NO CUTTING INTO THE CITY OF RALEIGH SANITARY SEWER C,O.R, SA ITARY EASEMENT. SEWER EA MENT
" CROSS-SECTION OF POND 9 CROSS-SEA ~ PROPO D 60 - - PROPOSED DRAINAGE PIPE SCALE: CROSS-SECTION OF POND 2
RCP OR NDPE N. T.S. 1"=60' N. r.s.
~ DRAINA E PIPE
NEUSE RIPARIAN BUFFER DRAWN BY:
E M.W.C.
320 TRASH RACK TRASH RACK
„ DATE:
4 1, 30 RCP OR NDPE PIPE 1.83 INV OUT=323.00 36" RCP OR NDPE PIPE 3~3~OB 1NV. OUT=325.25
EXISTING YARD INLET DATA PROJECT NO.
EXf T1NG 8" SE R 12" OR1F1Cf
(MATE IAL UNKNO N) 12" oRrFicE INV. lN=323.75 INV. IN=325.5 N~, TOP
YARD INLET YARD INLET INVERT
YI 1 337, 71' 335.21' SHEET
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DETENTION PDND ~I_ D E TEN T/_
of 1

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T REMAIN 3 EMAIN N L11 L11 - 0.92 ACS. (ROAD R/W)
nJ N L12 10.84 ACS. (NET)
EPK ~
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No L10 PS L L14
L l ~ ~ r L15
L7 L16 L25 L17 L
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Q r _ ~ ~ :1711-18-1238
a ~ EXISTING NCRETE Q 20' CrTY ~ RALEIG ~ a DB. 9764, PG. 9 _
Q a 20' SANI ARY SANITARY s'~WER EA E ~ D .2229, Pd~ 249 ? p ~ ZONED: -2
Q EWER EAS•MENT ; ,ti ~ 4 D B. 2229, G. 24 ~ ? , _ ~ ~ EXISTI USE; VACANT
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~ ? E NG ~ ~ TATION ~
LIMITS c 4 ' C a ~ ~ Q4 OF EXIS G ~ ACT ROPANE, L.P. CONCRE 4 ; TO REMAIN 7
-1 , Q 17 2 04 ~ ~ ,
7 PG. 929 F
-2 _ ~ G,
S ' NEUSE ~ OFFICE o ~ ~ ~ RI R BUFFER ? PROPOSPQ 87 `
N N L.F. ~ (Ti ~ \ , LEVEL ~ `~V~~' ~
a Q ~ ~ ~ ~ SPREADdR I _ ~ 4 ~ ~ ~ ~ -
~ 4 ? , v Q PR D 40' .o~ ~ ~Q
EXISTING Ll o, EM GENCY 5x5'R15ER METAL ~ SPl1,~WAY STRUCTURE N~
Q w ~ I P~ ? TOP=330.00 ~ d LIMIT$ ~ BUILDING A ~ INU OU~FES)=32 -r- 1NV IN=315.50 ' ,r- EXISTING VEGETATI
~ ~ VOUT=325.25 OF EXISTING ~ ~ ro , ? STONE IN ~
CONCRETE EXISTING CONCRET~ + + a ~ PAD , 4 I N ? 9z18'xt8''
EX STI G 4 THOMPSOIV~REALTY s VEGETATION 4 S 050=
4 LOT 8B + 30 L1~ OF TO REMAI 4 Q 3s` ? 0~ .7241, PG: 500 ? RCP OTi?~{OPE
+ ~G P1Pf 0 b~~X 4 B.M. 1996, PG. 1594 ?
EXISTING Q ~ ? BAILER Q ~ `,y G'~
340 N N /F
_ _ .p B ?'?~0 IrOA ~ L. FURLOUGH
+ ? A D.B. 8242, PG. 1354
? ~ 4 Q ? v' NLET i NC ~ N. B.M. 2000, PG. 1793
~ Q I ~ ~ ~ 4x4' 1LL ~
J R15ER ~ PROPOSED STRUCIUR DE)EN TOP=326.01 d d
,i~ Q P ~ 1N~ ni IN=323.75 ~ ~
1NU r, A
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u c I sTOr m ~ _ J ,
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_ 1NV. ourFES=3226 ~ ? I
JUR D TONAL H ~ ~ ~ ~ i i i TO REM IN 4 STONE ~ ~ ~ ' ~ S 6 gg5 RUBY C.~ MCSWAIN
~ PAD EE SAVE r ~ 3 3 ~ $ 7.5xi5'x18 EXI T. TREE ; ' CL ADAMS RANCH FI R OPTIC D.B. 1098, PG. 478 R OPTIC 4
XISTING Dso--s" RKER EXIST. TREE RKER L13
~ I~ EDGE OF PAVE NFL MA, GI A J ISDICTIQNAL TLAN TO REMAIN ~ 11 ~ ,
~ , __T M L38 o FSP~'P~~
4 _ ~ ~ ~ SS H RIM = 24,17 r ~i
25' TYPE "B" BUFFER ~ , EOP
IG~ ~ ~ / ~ IP E~y E%ITONLY ~ , ° 51Q
ER B T02'02'E NOT 208.02 N07 ~ ~E1. OX~ EMH MH 3 o~~
r---- - oP ~ o OP-----"
o L39 ~n ~ 1 i
o L JAMES M /PEARCE D
- --EO ~ Op~""- D.B. 2472 PG. 389
P I I . \ / _ ~ r ~ ~ RAW - _----{aP J U N ~ 0 2.008
I _ _ _
_ . N /F WETIANDSAND TORMWA ER 6RANCH
`EXISTING 8" BLOCK P CL CREEK RETAINING WALL F PEARCE BROTHERS ROOFING CO. INC.
N/F ~ D.B. 5734, PG. 9
NOTES:
MARGINAL
ISOLATED TREAM HANNELS /PONDS THAI JURISDICTIONAL S C )S THAT ARE ALSO 1.) THE DESIGNATION AND LIMITS OF THESE FEATURES MUST BE
S -I~-~~- WETLANDIMPACTS
NE E RIVER RIPARIAN BUFFER F SUBJECT TO THE US JFFER RULES VERIFIED ~BY THE US ARMY CORPS OF ENGINEERS.
TREAM HANNELS THAT ARE NO JURISDICTIONAL S C ISOLATED - - - - - ARE NOT SUBJECT 2.) STREAM CHANNEL, BASE SITE PLAN AND IMPACT LIMITS PROVIDED
T THE NE E RIVER RIPARIAN BUFFER RULES 0 US ILES BY TONY TATE LANDSCAPE ARCHITECTURE, PA AND DEVELOPMENT
WETLANDS N 11MPACTS NRB ZO E
CONSULTING SERVICES. THE ISOLATED WETLAND WAS LOCATED
USING SUB METER GPS. THIS MAP DOES NOT REPRESENT A
SURVEY OF JURISDICTIONAL 1 ISOLATED WATERS OF THE US.
RB Z NE 2 IMPACTS N 0
DATE: 6-3-08
GRAPHIC SCALE •
1 - 50' • • • • INC. UIRDUETTE LAND CONSULTING., 50' 0 50' 100' • W ' SURFACE WATERS & WETLANDS IMPACT MAPS SCALE: I" = so'
E TT&E IRON & METALS DRAWN BY: TMB
• 10212 Creedmoor Road - Raleigh, North Carolina 27615 CHK'D BY: JAB
0.00 Telephone [phone] - Fax [phone] GARNER, WAKE COUNTY, NC PROJECT 7147
S •
FIGURE 3