20071665 Ver 2_Site Plan_20080213

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~J N ~ \ NOTE: ALL EMBANKMENT FILL GREATER THAN I \ 4, \ ~ ~ J \ \ ~ \ ~ I I I I ~ I I I I ~ ~ ~ ~ I I \ ~ b ~ 0. ATE BY VISION
\ \ 1 C, \ \ ` ~ ~ ~ Q' N
SEVEN FEET (7'), AS MEASURED FROM ROADWAY ~ I ~ ~ - I ~ I I I I I 1 1 ~ / \ ~ (U s'~~66 N N O O / ~ 0 O
CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE I ~ ~ Il \ \ \ \ \ , \ l I ~ / ~cc~~~ xx~~
I I ~ 1 I I NOT
NISTALLEDSTO NCDOTLSPEC FECATONS ORABDRAIL I / ~ ~
~ ~ ~ °w~x C I. TOP OF BANK SHOTS ARE FROM AN ACTUAL FIELD SURVEY a ~ w Q 1 r~,
~ GRADED TO A 4:1 SLOPE OR FLATTER. \ \WET Ob D~ ~ / ~ 1 ~ 1 \ \ \ \ 1 1 I I ~ ~ ` BY CH ENGINEERING. RIPARIAN BUFFER LOCAT]ON IS i0 FT
I ~ ' FROM THE TOP OF BANK.
\ \ 1 \ ~ 2. WETLAND LOCATIONS ARE BASED ON A REVIEW BY S&EC
I I ~ / / / 3.OTHER TOPOGRAPHIC INFORMATION FROM NC FLOOD MAPS
\ ~ AND DATA.
9 1__~ ~ 1 ~ lol l ~ I y~~ \\~\\\\11111 ~ ) ~ ~ ~ -
/ ~ ~ ~ P[PE LENGTH INV SLOPE INV D.A. Q2~ 0 ~ IN OUT AC. CFS
W ~ ~ ~ ~ (ALUMINUM ARCH 88~ 186.71 O.IU% 186.38 1101.63 361.00
~ ~ / ~ ~ z
~ ~ I ~ / ~
~ AREA IN RIPARIAN BUFFER ~
j ~ I ZONE 1: 3744 S.F. W
~ ZONE 2: 3266 S.F.
~j S 6n 38 STR E~ l _.._061-- I
\ I I I I ' V~ i
~ ~ l I ~ `I l
~ o \ 1 ~ CONSTRUCTION SEQUENCE
\ I I 1 I THE CONTRACTOR SHALL INSTALL THE SEDIMENT FENCE, PIPE OUTLET PROTECTION
/ ~ / APRONS, ETC. AS SOON AS PRACTICABLE.
I / ` EFFECTNE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE I 1 \ COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB
/ \ THE NATURAL PRO ECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE I CONTRACTORS REfTERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE
~ ` \ WORK PROGRESSES SHALL BE AS SHOWN pN THE PLANS OR MADE BY THE ENGINEER.
/ I I 1 ~ T~HE~CO TTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF
\ I ~1 \ PROJECT, STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS
/ ~ I N N THE CDNTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING I N 1 \ N I / 1 ~ ` STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE
\ EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO I STREAM SILTATION.
/ \ \ THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION Of
~ l ~~llll~ I ~ \ ~ I / , ~ ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
/ l 11I I I I I,m. ~ _,u~ ,un ~ \ ` 30.0 20. ZONE2R\I A IAi~ / ~ 1 / / , \ NOTES:
, SILT FENCE AND/OR ALTERNATE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES
s61 , ~ \ \ ~ \ \ SHALL BE INSTALLED BELOW DISTURBED LOTS AS NEEDED TO PREVENT SEDIMENT LOSS.
REFER TO NCDENR, DMSION OF WATER QUALITY GUIDANCE MANUAL FOR PROTECTING Zj \ \ \ \ AND MAINTAINING RIPARIAN AREAS..
\ ~ \ ~ A TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES O
\ ` I SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL EXPOSED ~
OF GARAD NGSLOPES WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE ~ ~ 1 \ I J,~ \ 1 v
~ \ "EXPOSED" AREAS INCLUDE, BUT ARE NOT LIMITED TO:
i I ~ ~ I ~ SET/S ~ ~ l _ ~I ~ ~~l 'AREAS CLEARED FOR ROADWAY CONSTRUCTION. M"'~ r 1
I ~ ~ o , AREAS CLEARED ON RESIDENTIAL BUILDING LOTS. ri ICI
"DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS. ~ ~ 1 I " ~ \ 1 I 'SEDIMENT AND EROSION CONTROL MEASURES (SEDIMENT TRAPS,
\ I \ DIVERSION DITCHES, ETC,) AND THE AREAS ADJACENT TO SUCH MEASURES.
/ I ~ 1 I I ~ ` ~ < ~ / iii ~ ~ ~ ~ I \ I ~ ~ , I \ ~
LEGEND ~ 0
I I ~ I I WET- WETLANDS
I
Tom- i i \ ~ ~1 I ~ ~ / i i I /~I,I~~I / I X ~ I I I _ ~ NEUSE RIPARIAN BUFFER
\ 30 0 l~ 3ll 60 0
WETLAND IMPACT AREAS r ,
r~ ~
~ HORIZONTAL CALE:I,"'=30' - - - - - - i - - I ~ U
_ _ VERTICALS ALF : 1",=3' - - ~ ~ i W --T------- - -
- ~ ~9~~~--- - - _ - I v
~ 210 ~ i - F ¢ > I - ~
2jo ~ 0
~ ~ PI = 18 67.00 _ _ _ E EGIN PHA$.E 2 _ - U
NOTES:
2~7 - EL=1 5.27. - - - + - . LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY 20']
TO BETTER CONFORM TO FIELD CONDITIONS. U
- - - -t---
204 - - --r-- _
NOTES: 204
ALL WORK AND MATERIALS SHALL CONFORM TO
- - - - - - _ _ THE STANDARDS AND SPECIFICATIONS OF THE
~ JOHNSTON COUNTY. THE CONTRACTOR SHALL - ~
_ - 2O ~ FINISHED G DE ~ - - _ OBTAIN A COPY OF THESE STANDARDS PRIOR •
- - - - ' TO CONSTRUCTION. 2O 1 ~ ~
_ - - ~ _ _ _ . - - _ _ - _ I _ ~ I 00
l98 - THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE ~
UBGRADE~. TEMPORARY - CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS AREA 198 ~ N ~
CONTAINS 7010 S.F., OR 0.161 ACRE, OF RIPARIAN BUFFER. ~ ~ O
I
_ ~
]95 ~~s,4pz~a ~ - lk j95$~~---- - - - ~ - -BASED ON N, I ~ a
ATER LME .C.D.O.T. DESIGN STANDARDS OF UTILIZING 4:1 195 W
_ _ - - n Z FILL SLOPES WITH GUARDRAIL, AN ±87' LENGTH OF PIPE ~ Q
- - - WOULD BE REQUIRED FOR THE STREAM CROSSING. THE - Z
CROSSI I NG WOULD DISTURB 120' OF STREAM BED. ~ ~
192 _
192 ~ 4
+Z
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR LEVEL SPREADER `O
NOTE: _ _ _ _ INSTALL THE LEVEL SPREADERS FOLLOWING THE INSTALLATION OF THE SEDIMENT TRAPS. r""r
189 ~ ~ ~ INVERTS OF THE C.M.P. SHALL BE ALL BE PACED INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED, AND AND PROMPTLY MAKE NEEDED 189 n ,
REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY CONDITION. ~ 1~1
AT A MINIMUM OF 12° BELOW THE OW THE STREAM BED LEVEL SPREADERS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN POLLING THE COMPLETION OF CONSTRUCTION.
- - ELEVATION FOR AQUATIC LIFE PAS 1 S2~ 7717 L` TT dTAT A ~T llT A 1~ C'~ _ - - _ _ _ E PASSAGE. _ -
- ~ ~ ~ , i ~
186
V 1 OR CORRUGATED ALU INUM ARCH PIP CO STRL~C ION ~ CENTERLINE ST ION = 1 J+g638 PROJECT NO: EA603 SHEET
- _ _ _ CENTERLINE.IAL RT_EL186.54'- DATE: $DATE$
183 - - - - DRAWN: GMM
pp-2- CHECKED.- TRH
22+00 T SCALE: I"=30' SHEET OF
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iD N - ~ ~ _ J ~ PATRICIA ARBOU d PIN 16 -76-806
W N tio° 1) 1 32 PG 187 ,~jo~ ~B 3~1 PG 35
~ i S04'43'44"W 791.98''.'
o. 504'43'32"W _0 997.50' zzo. ,~y°.~• 4r'ETLANDS ~ N ~ ~~spY
JAMES i BOUR CRDSStNG 1 ~ N i i ~ N i
PIN 165 81-8903 DB 1 2 PG 187. ti°ai--- 00 ~ ~
~ 2 ~ / ~ 110 ~ ~ ~
BE Y C HEAR VE • o~ O
IN 1655-85-4098 2°° ~ ~ DB 436 PG 159 ~ ` - °o ^ ~
50~ RIPARIAN BUFFER ,9 ~ ~ !
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'?Q,~ N y~ R
~ E~ FER ''GR~' S0' RIPARIAN BUF J I O I A~NNNA S8~1R66A K
,CIS N 0 ~ i DB~PG~ N
N ~ 'J
I~ ~ ~ 200 0 200 400 600
0
19° SA 'h S•
2°° 0 /i 'D`' Scale: 1" = 200' S~
BETTY C HEARON lOV
PIN 1655-85- DB 436 159 ~ . .,w ~ I
00 ~ J; ti~ ~ S~ ~ I ~ ~ ~ ! ~I NUMBER RADIUS_ ARC LENGTH CHORD DIRECTION CHORD LENGTH
~0~,, ~ ~ I ~ C1 255.00 1396.82 871'51'02"W 199.88
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SITE DATA FOR CARRIAGE CREEK PRELIMINARY PLAT
_ _ OF
AREA IN TRACT .....................2923857 SF 67.123 AC LINEAR FEET IN STREETS ..................................................5900 lF
~G
AREA IN P I RI ARIAN BUFFERS ..................................197342 SF 4.530 AC - _ _ 0
AREA IN WETLANDS..... o ................................................555466 SF 12.752 AC 22.
AVERAGE LOT SIZE .........................................................25000 SF 0.574 AC OR GREATEF ~ ~ i
; i I
SEWER ............................................................................ONSITE SEPTIC o
WA ER .................................................JOHNSTON COUNTY PUBLIC WATER ~ _ ~ i
~ o, ~ DWQ MAP TYPE
~n ~ P m ARENT TRACT DEED ..........................................DB 3202 PG 494
NC PIN NO .............................................................165500-85-4 W 889 / a N a A CEL NO ....................................................................06H06005H ~ ~ FOR ~
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7 ~ ~ i
THIS T XXX _ / ~ RACT IS______ IS NOT______LOCATED IN A 100 YEAR FEMA FLOOq ZONE.
~ PANEL N0. 3720165500 J i 2~ o
AREA IS LOCATED IN THE NEUSE RIVER BASIN ........................HUC 03020201 - - ° ' ~ CLEVELAND TOWNSHIP, JOHNSTON COUNTY
TRACT LOCATION . ......35.5510'N 78.4674'W NAD83 WGS84
~ ~ ) NORTH CAROLINA
AUGUST 17, 2007
NOTE: NO LOTS WILL INCLUDE ANY NEUSE RIVER BUFFER OR WETLANDS.
SURVEYED BY:
/T7T T 7f7 ~ ~w
BINARY PLAT }R RECORDATION,
NOT FOR RECORDAT' 205 WEST MAIN STREET
CONVEYANCES OR 31 'ANCES OR 3ALES CLAYTON, N.C. 27520
EDWOCROSSING.MG 1 ~V L ` L~1V~' ,S'U~y~YING, P. C. MG TELEPHONE: [phone]
FAX: [phone]
www.truelinesurveying.com
1071.001