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Home My WebLink About20071665 Ver 1_Site Plan_20071114'0 0 9 O SITE 0 0. ~ ~ II ~ ~ o ti o s ~ 0 G ~ ~ 0 ST 0 F ~ F ~ 9 ~i G F 0 _ % i , i ~ ,i ' ~ 1 i ~ t f / r ,i 1 ~ !l i , _ r ~ r f J , i / ~ i I I ~ r 1 r! \ f ` ~ 1 ~ ` , ~ ~ ~ 1 ~ 1 / 1 ~ 1 i 1 1 1 I ` , ~ j 1 i j ` / / 1 ~w., r i + ~ ~ ~ 1 i ~ ~ , ~ ~ / % ~ % ~ ~ + i ~ ~ 1 , - - - N / ~ i~ ~ JAMES L BARBOUR i , , ,RBOUR - - - Y I I I o ~ ~ , PIN 1655-52-8980 O ~ f. ~ ~ . ~ ~ , DB 1432 PG 187 .8980 G 187 I ~ _ - . I f 1 ~ I t ~ ~ ~~01 1 ~V l ~ i ~ ~ 1 t ti r ~ 4 ! ,gyp. ~ / ,----r--~ / . I I ~ ~ ~ 1 1 ~ , r ~ ~ 1 ~ ~ 1 ~ , 1 r ~ ~ ~ I 1, ~ I 1 i 40 N03 ~ 1 l.~ i . ~ j ~ ; ~7 E I ~ 40 N03 ~ ~ i I ~ 1 7 ; r ~ / 1 / ~ , ; 1639. r ~ 6 9.51 ~ 1 , ~ 1 3 , ~ , f 1 ~ ~ t > ~ ~ i ~ ! ~~~t~IW00D J JONES ~ ~ ~ r ~ r i ~ i ~ ~ ~ / ~ / l i ~ p~ ~9~rr. of v~ 1 ~ l ~ ~ - ~ ; CROS N rn ~ PI ~G~ -6 •4104 ~ ~ ~ s ~ ~ ~ j i ~ D 2662-PG 690 , / ~ f / ~ l J, 11 , f ~ / ~ / 11 ~ ~ ; ~ ~ o ~ i , i / / ~ 1 1 ~ 1 ~ I J ~ ~ ! ~ ~ > > Y ~ r I I ! .h ~1 t _ / ~I - / ~ ~ y ~ ' \ 1 1 1 f > > ~ ~ ; ~ i i ~ , ~ ~ 1 i 1 ' • f 11 / J ~ ~ ~ % 1 1 ~ ~ ~ ~ NO 45 00 E ~ , N ~ 1 JOSEPW M & o ~ ~ ~1 ~ N t r 1 ~ 1 ~41.fi0 ~ o TERES L WIRTZ - ; ~ - l ~ 'n. i / ~ ~ ,PIN 165 -75-2966 r ~ - , ~ t ~ ~~~~~~JAMES L ~ARBO R ~ , 0 'i i ~ ~ ~ ~ 1 1' i ~ , ~Q. ~ 1 V ~ ~ DB 16 9 PG 327 ~ ! ~ ~ ~ ~ - 1 .PB 3~. PG 353 0 P 1655- 1-2 06 B 1432 PG 1 7 ~ ~ ~ , ry ~ ~ 1 + ~ ~ ~ ~ ~ ~ ~ ~ ' t z ~ I~YETLAN05 ~ , ~ i 50 RIR~.RIAN ~ l `1 ~ , / ,R IAN F R ~ ~ 1 CONSER~,4T/ON AREA ~ ~ ~ ~ f d V J ~ { ! ~ l + y y ~ ` 1 ONr~A ~ R~ ~ ~ ~,E i ~FI ' N 65 ~-7`~- 9 8 L l _ ~ ~ ~ ' S ~ ~ 1 1 ~l~ ~ y ~ ~ 9 ~PG ~ - / ; 3 3 r a ! ~ t ~ ~ ~ i' l' +t i 1 ~ 1 1 y' ~ 1 \ ~ i ~ 1 1 1 ; ; ~ V ~ ~ y ~ ~ ~ l ~ ` 1 ~ 1 1 I, ' I r" ~ - ~ ~1 ~ - ~ 1 . ~ ~ ~ i ~ ~ A E H A _ ~ i 1 I 11 .1 ~ ~ ~ ~ - ~ S05 5~4 14~ W ~ ~ 1 J ~ ~ b 1 ~ J _ V ~ 1 j , r ~ I 5 5 51 / , ~ D 1 G68 0 ~ ~ i ~ ~,o~ ~ .o , , / 1 i , ~ , i ~ ~ ~ ~ Z - ~ ~ 1 ~ 5 t ~ i , l ~ l 1 ~ W w ~ ~ 1 1 ~ ~ ~ ~ J ~ 1 J 1 - _ ~ i 1 , - - l I j r' 1 \ i i~ ` 1 ~ I ,1, ~ ~ ~ ~ ~ 1 ~ ~ I I w ~1 i 7/ ~ I ~ F • 1 ~ f I ~ ~ I 1 , ~ , 4 i 1 ~ T CY L R R - ~.~r PI 1 ~ l ~ ' ~ ~ 1 YJ ~ d ~ ~ l ~ ~ ~ , ~ ~ ~ ~ i f ~ 1 D ' ~ ~ B 1 ~ ~ ~ ~ ~ I 1 ! I z ~ + ! - 1 ~ ~ ' ~ ~ 0~ i ~ ~ _ r / ~ - i ~ ~ ~ , ~ ~ r r r ~ ~ , i 1 ~ ~ ~ 1 ~ / ~ l I , ~ ~ i I I f ~ ~ i i I ~ t fl S05 53 18 W r ~ ~ - W I - - ~ ' 1 I ~ ~ ; r ~ I ! ; 1 / , ' ~ 1 .10 ' t ~ ~ i~ , i , , ~ i ; ~ ;t i PA i lA~ a ~a ~ • ! ~ ~ (0 r r N l r % ~ ~ , - ~fi , 8 I ~ o° ' , o ~ a / _ ~ J - - 1 W I ~ N 1 Z 1 Z P 1,8 - o~ . ti~ 1 PG 35 i / ~ l ~ - _ _ _ ~ ~ . - ~ ~ » ' ! ~ l 7~ 1.~8 4~ ~ S04 43 ~ ~ _ ~ 1 • ~ ~ ~ / ~ ~i - _ _ 9 7.50 ~ ~ ; _ 9 - 0 4 32 ~ , S43 ~ I 220.0 . _ ~ i ~ to i ~ ~ ~ OD l~l~ - T AN05 I ~ Y ~ ~ ~ ; ~ ~ ~ ~ 1 - _ nnnnr•,.~r~ If ,a ~ ,N ~ _ , _ JAMES L BOI PIN 165 81-89 DB 1 2 PG 18 - SOUR ~ - l ~ / ~ ~ i , ~P -81-8903 _ , _ - _ o ~ o - _ . PG 187; nno~ n1a• _ _ _ _ y~ - Yr^ ~ ~ 0 ~ 10' ! ti ~ M ~ - ~ . rte.' 1 _ ~ _ _ /r i ~ ~ ~ / ~ ~ ~ ~ / ~ £ - IN 1655=85-449$ _ - - ~ ~ ~ / n 1 / ~ ~ ~ OB 436 PG 9 - . ~ _ o - 1^5 ~ ~ _ R o. _ ~ 19 n ~ ~ ~ . " j 1 - . ~ ~ 1 ~ ; 1 t n j 2 ~ ~ i I t ~ I i 1 ' ~ - - 1 i ~ ~ ~ ~ ~ ~ - • i ° i v~ . r I I ' ti ~ N ~ l ~ j j i' J i , ~ 1 I I V~ R FE OF B IA'N ~ ~ AR IP 0 5 G ~ ~ ~ 1 i ~ ~ i Y i 1 ~ ~ ~ _ tT ~ ~ ~ 1 1 1 ~ ~ ~ I 1 ~ f ~ 1 / 1 1 200 0 200 1 400 600 l ~ I ,~l _ i / ~ 1 i ti ~ ~ ~ ~ f _ ~ ~ 1 ~ ;f ~ i ~ , i~ 19 - - r' Y i i 1 ~ S ~ A I ~i ~ ~ - - _ J - - i 1 - ~ ~ - 1 , - / I' p ~ 1 ~ l~ ~ i ~ ~i ~ ~ ~ ~ Scale; 1 = 0 ~ 20 o 200 - - - - _ S i I ~ , ~ - 1 - - - _ BETTY C HEAf~fl1~t ~.OV . PaN 1 - - ! ~ ~ + ( ~ 655 85 . - - ~ - DB 436 1 - - - - 59 - ` ~ ~ 1 i ~ ~ ~ 1 ~ i 1\ , 1 1 NUM6ER RADIUS ARC LENGTH CHORD DIREC 2 S, D DIRECTION CHORD LENGTH ' - - _ . ~ 9 ~ _ C 1 255.00 1396.82 S71 1 W 5 02 •Q _ s- o~ 1'02"W 199.88 / i - - r - ~ 1 ~ _ - % r-~ _ _ _ _ _ ~ ~ ~ 0 , 0 ~ ' ~ / / ~ / 1 . - w _ ~ - - - go• ~ - i ~ - w ~ _ _ _/`J - - - _ . _..~..r _ ~ - rte, - ' % ~ 1 ~ ~ it 1 / I ~ / O / ~ ~1 , ~ Z ~ ~ ~ ti . 0 00' ~ i ' - i - l r 1 I ' - / i i ~ I ~,4~ 2 - SITE DATA FOR CARRIAGE CREEK 1 i 1 - ~ ~ I _J- - - I I r J / ~ ~ ~ ` AREA IN TRACT ............................................................2923857 SF 67.123 AC - 1 ~ \ ~ 1 1 - ~ \ ~ + i LINEAR FEET IN STREETS ..................................................5900 LF i _ / ~ ; - ~ - AREA IN RIPARIAN BUFFERS .........................................197342 SF 4.530 AC ' _ _ 1 1~ - _ - _ _ _ _ ~ 11 ~ ' ~ ~ ~ i REEK AREA IN WETLANDS .......................................................555466 SF 12.752 AC - '1 ,1 ~ i ~ , , _ t/ ~ ' I _ t r AVERAGE LOT SIZE ..........................................................25000 SF 0.574 AC OR GREATER - _ ~ - ~ ! I ~ ~ , - - I 1 ~ l ~ ~ ~ ~ ~ _ 1 i i / ! ~ , ~ ~ p i ~ i' ( r' ~ ND TWO SEWER .............ONSITE SEPTIC i ~ 0• I ~ f 1 i 1~ j - WATER ...............JOHNSTON COUNTY PUBLIC WATER J ' ~ ~ ~ ~ ' 1 f j ~ ~ - ~ I r ~ ~ 1~ ~ 1 ~ , E i i 1 ~ ~ - ' ~ ~ i I ~ ~ ~ 1 ~ ~ ~ ~ I ' ~ 1 } _ _ PARENT TRACT DEED ..........................................p6 3202 PG 494 NC PIN NO .......:.....................................................165500-85-4889 ' , ~ ~ , ~ / ~ 1 i ~ ~ _ ~ ~ ; . \ l ~ PARCEL NO ....................................................................06H06005H ~ , ~ I j i ~ r l ~ ~ ~ 1 ti - IL S, INC THIS TRACT IS______ IS NOT- XXX -LOCATED IN A 100 YEAR FEMA FLOOD ZONE. ~ ; ~ ~ i l ~~1 , ; ~ 7 PANEL N0. 3720165500 J I ~ ~ l ~ ~ . 2 ~ O ~ ~ ~ ~ ~ i r ~ ~ ~ _ ~ 2 ~ 4 _ _ t PISTON COUNTY AREA IS LOCATED IN THE NEUSE RIVER BASIN .............................HUC 03020201 i r ~ I , - ~ 1 / ~ I ~ ~ / i i~ f t 1 \ ~ ~ ~ 1 i y TRACT LOCATION 1 .........,.35.5510'N 78.4674'W (NAD83/WGS84) ~ y ~ j ~ ~1 ~ - ' I l ~ ~ ii f l s, ~ ~ ~ M ~ 1 i 1 ~'ti 1 1 ~ I JA ' ~ ~ ._.1 f ~ ti 7 I NOTE: NO LOTS WILL INCLUDE ANY NEUSE RIVER BUFFER OR WETLANDS. SURVEYED BY: i i RAWN BY: D S'URI~~'YING. P. C. PRELIMIN, IMINARY PLAT SHANE CHECKED BY: NOT FOR RE FOR RECORDATION, 205 WEST MAIN STREET CONVEYANCE Eroo OR SALES DRAWING NAME: CLAYTON, N.C. 27520 DWQCROSSING.DWG TELEPHONE: (919) 359-0427 FAX: (919) 359-0428 SURVEY GATE: www.truelinesurveying.com JOB NO. 1071.001 205 ~ ~ O. ATE B VISION JON ~J N d' N NOTE: ALL EMBANKMENT FILL GREATER THAN \ u 1 00 N N SEVEN FEET (7'), AS MEASURED FROM ROADWAY I I ~ 1 ~ ~ a~~ o~~oo 00 CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL I \ / INSTALLED TO NCDOT SPECIFICATIONS OR BE / / l \ ~ ' ~ NOTES: G4 cT c~ ww / / ~ 1. TOP OF BANK SHOTS ARE FROM AN ACTUA/ l C ( I ` \ ` ` BY CH ENGINEERING. RIPARIAN BUFFER LO I 1 / \ \ FROM TIE TOP OF BANK. ACTUAL FIELD SURVEY a W H w ~ GRADED TO A 4:1 SLOPE OR FLATTER. ~wE ~ ab \ \WETLANgS` \ / ~ ` I I \ \ \ \ 1 1 FER LOCATION IS 50 FT \ \ 1 \ f 2. WETLAND LOCATIONS ARE BASED ON A RE 1 ~ / / / 3. OTHER TOPOGRAPHIC INFORMATION FROM N A REVIEW BY S&EC 1 FROM NC FLOOD MAPS \ ~ AND DATA. ~ ~ / ~ _ - - 1 N 1 1 l I J~ / 1 ~ ~ / / / 1~, / ~ PIPE LENGTH IN SLOPE INV INV D.A. Q25 / / / ~ ~~0 ~ OUT OUT AC. CFS W ~e~~,~ ~IIIIIIIo~ 'tih \ ~ 1 9'-7" X 6'-6' W `Y~ O / N / ~ \ / ALUMINUM ARCH gg~ 186.71 O.SO% 186.38 r / / / ~ 6.38 1401.63 361.00 1 ~ ~ fi~ ~ ~ ~ ~ i ~ , ~ ~ c~ I)~~L~1 ~ l ~ AREA IN RIPARIAN BUFFER ~ ~aw~ ~ l ZONE 1. 3744 S.F. h?~,w I'VAA S~Z ~ W ^I lll~~~l ~ ~ ~ ~ W \ , ~j S ~n 3g SCR gT - o' YU ~ ~ ZONE 2. 3266 S.F. 1~ I ~ I ~ r, . -o~L__ \ ~ 1 ~ I I l/ j l p,,. w+ : a..c r / ' l v ~ 1 l r~ i ~ ~ ~ ~ ~o o i ~ CONSTRUCTION SEQUENCE ICE -13 - i I \ ~ I THE CONTRACTOR SHALL INSTALL THE SEDIMENT FENCE, PIPE OUTLET PROTECTI I I I ~ APRONS, ETC. AS SOON AS PRACTICABLE. PROTECTION ~ l ' ~ / EFFEC IVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE i COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DI I ~ ~ ~ ~ ~ THE Nf1TURAL PRO ECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE THE T WILL DISTURB \ \ / CONTRACTOR'S RE~ERENCE. THE DETERMINATION OF WHCCH DETAIL IS APPUCABL O \ / ~ \ \ WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENI Y :REIN ARE FOR THE kPPLICABLE AS THE Y THE ENGINEER. o ~~,s~e~ 1 ~ W ~ fc' / I ` 1 THE CONTR,4CTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SI ~ ~ \ ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION O N 1 \ \ PROJECT. D THE SILTING OF JCTION OF THIS 1 ~ ~ ~ ~N ~ THE CONTRACTOR SHALL MAINTAIN ALL ER0610N CONTROL DEVICES IN A GOOD 1 / \ ~ \ STATE 'OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, A GOOD WORKING AT TIME, THE n ~ ~/i\II~~~~~ ~ \ EROSION CONTROL-DEVICES SHALL BE REMOVED AND D~SPOSE~ OF SO AS TO ' STREAkA SILTATION. AS TO CAUSE NO ~ ~ 1 / I ~ -L3 \ I~ E L N N ~ \ THE CONTRACTOR IS REFERRED TO THE DETAILED SPEC FICATIONS FOR A OESCR / / ~ \ ADDITIONAL EROSION CONTROL MEASURES TD BE APPU~O. A DESCRIPTION OF l ~ ~ ~ ~ ~ ~ ? ~ I~ ~ 13 ~ I ~ I~~III~~ ~ ~ 4"1 \ \ X06 ~ ~ ~ l 30.0' 20' zoNE z RiPA~ar~ \ 1 ~ / / \ \ NOTES; _ f ~ ~ ~ ZONE 1 RIPARIAN ~ \ \ SILT FENCE AND/OR ALTERNATE TEMPORARY SEDIMENT AND EROSION CONTROL \ \ \ SHALL BE INSTALLED BELOW DISTURBED LOTS AS NEEO~D TO PREVENT SEDIME \ REFER TO NCDENR, DMSION OF WATER QUALITY GUIDANCE MANUAL FOR PROTE \ \ ~ AND MAINTAINING RIPARIAN AREAS. ;ONTROL MEASURES _ SEDIMENT LOSS. oR PROTECTING A TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STR ~ ~ \ ~ I \ \ SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDEp ON ALL E AREAS AND SLOPES WITHIN 21 CALENDAR DAYS OF COMPLETION OR STRUCTURES h¦~ N ALL EXPOSED LETION OF ANY PHASE ~ /~l ~lll ~,s ~ ~ \ ` s~ \ \ \ OF GRADING. ANDS l ~ ` (C I I ~ \ ` \ \ ~ ~ I \ "EXPOSED" AREAS INCLUDE, BUT ARE NOT LIMITED TO: / I I I ~ 9 I ~ WETL~DS l ' ~ ~ "AREAS CLELARED FOR ROADWAY CONSTRUCTION. * AREAS CLEARED ON RESIDENTIAL BUILDING LOTS. 1 N I ~ O! ~ \ ~ I * uRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS. S. SEDIMENT AND EROSION CONTRpL MEASURES (SEDIMENT TRA. ' \ ~ \ DIVERSION DITCHES, ETC.) AND THE AREAS ADJACENT TO SUC 1 1 I ~ I \ NT TRAPS, TO SUCH MEASURES. yl ~ O LEGEND I I I I ' WET WETLANDS I X I I I I \ L__ J NEUSE RIPARIAN BUFFER 3~ 0 IS li 30 <U WOW WETLAND IMPACT AREAS HORIZ NTAL GALE i ' = 30' v a ~ ~ ~o~ - VER ICAL S ALE : l = 3' 210 a~u', _ _ _ - - v ~ W PI = 18 18 67.00 _ _ D PHA l NOTES: E - EGIN PH SE 2 = 1 5.2T _ _ _ - _ + - - LOCATION, QUANTITY, AND PLACEMENT OF DR,.AINAG. INAGE i ZO~ EL =1 / PIPES AND EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS. zY 207 U - 204 1 _ NOTES: ALL WORK AND MATERIALS SHALL CONFORM TO iTO 204 _ - THE STANDARDS AND SPECIFICATIOl~TS OF THE JOHNSTON COUNTY. THE CONTRACTOR SHALL - _ OBTAIN A COPY OF THESE STANDARDS PRIOR 2O I FI ISHED Gn _ _ _ _ _ '.DG DE TO CONSTRUCTION. 201 ~ ~ +W - THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE D E ~7~ _ _ - UBGRADE TEMP RARY CROSSING HAS BEAN DENOTED WITH A BOLD LINE. THIS AR CQNTAINS 7010 S.F., OR 0.161 ACRE, OF RIPARIAN BUFFER. AREA 198 ER. 195 - - - a 8" BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING 4: G 4 0- 8" ATER LIN / FILL SLOPES WITH GUARDRAIL, AN ±87' LENGTH OF PIPE PIPE 1 195 O Q _ ~ - - f- - WOULD BE REQUIRED FOR THE STREAM CROSSING. THE THE PIPE CROSSING WOULD DISTUF~B 120' OF STREAM BED. 192 D. F-+ o ~ 192 V~ ~ Z - - ~ - NOTE: INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR LEVEL SPREADER - ~ _ _ _ - INSTALL THE LEVEL SPREADERS FOLLOWING THE INSTALLATION OF THE SEDIMENT TRAPS. ~ INVERTS OF THE C.M.P. SHALL B AT A MINIMUM OF 12° BELOW TH . L B E PLACED INSPECT LEVEL SPREApERS AFTER EVERY RAINFALL UNT?~ VEGETATION IS ESTABLISHED, AND AND PROMPTLY MAKE NEEDED EEDED 189 ~ n J REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY CONDI ~ THE STREAM BED LEVEL SPREADERS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN POLLING THE COMPLETION OF CONSTRUCTI PASSAGE. - - Y CONDITION. VSTRUCTION. E'er{ _ _ _ _ _ _ _ - ELEVATION FOR AQUATIC LIFE PA _ _ - -l ~ ~ }I V1 ig6 - A Y P~ ,A ~ - J I IOU CORRUGATED ALUMINUM A CH PIP F -R- n.Uf -I"N- C71 CENTEM-.1NEST uON=P+46.38 PROJECT NO: CT NO: EA603 SHEET NTER III ~ EL_= IS6,54' DATE: $DATE$ 183 - DRAWN: 'N: GMM • CHECKED: CED: TRH 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SCALE: ' ' 1 " = 3 0' SHEET OF