20060992 Ver 2_Site Plan_20070813

OAT DR
VEGETATION M1'RN~ 0 C.D CD r1YJ~VA Z Z
F~1BZ5 VMS af*gi~i DR u DR cA Z W m
SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 17R LAMA LN ~ • :5 OTC N
S~ INXR~iE APPLICA110N RATE'S//aCRE 5~ I~fMiE APPLX`A110N RA7E5/ACRE SITE w 114 V) CL : in . 41 N
BM~11 SO LBS. R11E CRIIN~1 175 L.BS. V * v ,C TT , CT . CD x c
~BEl~~MIJQA 50 LB6. 0 SYNTHETIC FlLTER FABRIC('TYP) ~b v! w Z W 12 f:
ACT ~ N W -
10-1 10 O 1000 LB/ACRE GERMAN MIJ~TT 1S LBS. Pueuc r~r-oF wAY S q '?+~4k ~ ~ f ~Pq ~ ~ ~ ~/~~i / Ow ` J ~Y ALVD Z V
FESCUE 20 L9S. 6' 6' cT •VA v to o o. t'•4r~~
APRY 1?000 LB/ACRE ~SIRAIN. 11NCHOR SIRAMI 8Y TACKING NRiH ASPFIALT, SFIOULDER 20' PAVED SURFACE SHOULDER CROWNm
26-13-13 O 800 LB/ACRE lETIlIG,, dt A MULCH ANCIIOIiMIG 1001. A DISK MATH BLADES SET .!EARLY RLY EDGE OF ROW 1/4' POt FT 1 4' PER FT EDGE OF ROW 4JC~,r, CDZ N~ RD W Z ^ W U- N
51RNplr CAN BE USm AS A NUL~FI ANCHOfiM~IG TOOL '5 p r LWC N
APPLY 4,000 LB/ACRE rrIRNN. ANCHOR S1WIw BY TK~gNG WITH ASPFMiLT. ZOt
1~77MKi,, OR A MUI1~i ANCNORNiB TOOL. A DISK NRM BLMES SEf I~ARLY SiRAIOH~ GN ~ USED AS A MULCH ~ TOOL GENERAL: EDGE OF EXISTING CONCRE7F ' WM ~F..y4N•41~ Z Z o W W C
PAY fLVD
PREPARm AND GRADED SUBGRADES ~r~vn 2AY fXVD
6„ 2~ TYPE S9.5 ASPHALT
- PERIILQER RA76 SIIO~Ii ARE aQE7~I1L ID/1710NS: FREWJEI~K.Y A!O MIOINQ OF fER7YJZATION GN 8E5T BE DE7ERIIM~D 7FNtOlIGH SflE SPEgFlC SOIL 7E'S'IM~i. - WWIElYWCE: 6~ AGGREGATE BASE COURSE 8~ TO 5~ AGGREGATE BASE CWRSE SHOULDER Z
SA'11SFAiC10RY STABKJIMION AtO E7l0610l1 COMROL ROOUIR6 A 001FLEIE V~E~A71VE CaYER. EVEN SWILL BREI4CHES IN VE~ETA7NE OONE7t GN D(PAND RAPDLV AND, VIGIN COMPI4CTED FlLL TRENCH 4" WIDE x 8" DEEP ) 4711W17?G DR 0
F LFtT UlM1~EI~EO. CIW IILLOw SERIOUS SOIL LOSS FROM AN OIT~]!M~ SfA~E SURFiUCE. A SINq.E FFJWY RAIN IS OFTEN 9UF1~1CElR 10 QREATLY ENLAiK.E 9NlE SPGTS. MO l1E LOtif.ER NQ'lIMlS LIRE DELAYED. 1HE MORE 0051LY 7lEY FOIE PROMPT ACTION ~l 1(~ SEDII~IEEPRR LASS MO REPNR C06~ OOWN. NE1N 1, F- WCMTY MAP Q
SEEDLINGS SFIOU~D ~ N~ISPE~Im FREGUENILY AND MAIMEIiAWCE PEIMOIIIED AS NEEDm. IF RU1S Af0 GAl~S DEVELOP. 7FEY IiAUSf BE FNlm IN. RE-S~m. AID ANlI.CFED AS SOON AS P06SBLE. DNERSIONS MAY BE Nam UIIIL !EM PLANS TAKE HOLD. ~ spec oR nec j~OAD Il~RO~NT CROSS SECTION C-C" ~ V LL.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. cam- + a ~ h-
wfJIK OR DYIMA~Cm SPOr15 MUST BE REUI~D. fERI1LQED. MlM.pm. MO RFC AS PROMPTLY A6 P06S~LE. REFERIN.IZA710N MAY BE Ism TO MAWrMI PRODlJC11VE STAlOS N.T.S. SII.T FENCE DETAII~ N.T.S W V
SEEDING SPECIFICATIONS
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
FOLLONANG COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS C~1
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLONANG COMPLE110N OF CONSTRUCTION OR CM W . ao a v8
DEVELOPMENT. °"gs° ~i c'-'1 R d IL m N W$
o ~--oosnHC r~oNrK. our -?I v ag
a 10 ~ - 10 H 4. °aos~o
CAMA ~[AJOR Pl~:R~IT NOTES J 8 W 6 8 8?1?b~ Q!t"N
NOTES:
4 F 4
1. APPLICANT: TRISHA MIDGETT AND BETTS GRAY P.O. BOX 250 JW Z 2 ~ ~0°Z ° Z ~nb
HATTERAS, NC 27943 W 0 Q ~
2. AREA OF ENVIRONMENTAL CONCERN: ~~~7~~ ~ 3
THE OCEAN HAZARD AEC APPPUES WITH MAXIMUM ANNUAL TYPICAL SECTION OF i~ Z O W W s w W
EROSION RATES (9.5 FT/YR) AS PER NC DIVISION OF COASTAL MANAGEMENT IIALK1rAY. GAZEBO. DITNE i i w
3. PROPERTY AREA: - - - A. TOTAL AREA (LANDWARD OF MHWL): 6.67 AC ii ii ,
B. AREA LANDWARD OF FLSNV: 6.27 AC ii W Z O Q 2 ~ cr. V)
C. TOTAL EX. UPLANDS: 3.87 AC --ia ~a a. Q 0 a. a. o
D. TOTAL EX. WETLANDS: 2.80 AC ~ ii ~ hF?7B¢GWL/fl' SEC710N 404 WEN?NDS UNE W w V C/) Cn IV- V)
E. LOT BREAKDOWN: _ _ TOTAL AREA I ~,pAJTY OF DAIF~ PR016G710N64SETBVT CONFlRMED BY W. YYESCOTT. ~ I I z ~ Z a. Q Q W w W - 0 0 0
(BASED ON AREA LANDWARD EXISTING EXISTING DB 440, Ply 30r?' D6 ~l~ ?iS I~ USACE ON 3-29-04 7H~rd9r~E PC G. 5,L l6G C~MM ~N /i~ZIN~ i i I SEC110N 404 WETLANDS UNE ~ CONFlRMED BY W. WESCOTT. ~py~ ~ W " - - - 0 5; F<- Z V)
LOT # OF FLSNV FOR LOTS 1 AND 2) UPLANDS WETLANDS ~ L,~N~F57i~G711~~~t'Y~1GK f?7~D FlJ USACE ON 3-29-04 ~ pROpOSFD 1• ~ ',i~ l"' S5; (n H F Q 0::, 0 O J= ~W ~ 0 p p~
LOT 1 118,769 SQ.FT. 41,577 SQ.FT. 73.595 SQ.FT. ~ ml i -I_ _ ~ SOCK WALL ~ 3 00 W Z Q Q Q 0
LOT 2 78,670 SQ.FT. 33,942 SQ.FT. 48,313 SQ.FT. x 00 (n 0 Z Z Z 0 X U O W 0 0
LOT 3 15,317 SQ.FT. 15,317 SQ.FT. N/A Q Q W p p p Q
LOT 4 15.115 SQ.FT. 15,115 SQ.FT. N/A i • ~ ~ ~ r+ i $ ,Y~` ~ paapo~ ~ A Q Q D ~ O ~ ~ ~ Q
. n,- c , ~ nee cn rr ~ ~ noo cn ~r n~ /e /~1 T ! `\L 1 , ~ ,4. ~ ennn..ee„ ~u~e7ru~e7sv e~ .le7c rY. ! v rna sa 11 i U U Q X Q Q Q Q U
V la.J / ~v) ! f 1 ~ ~ rRU~V.7GL/ ~rw ~ ~ nn ~ u ~ LT Rln ~1/ v ! 1 1 I SDE-BY-SDE FORCE MAIN DITCH I r**-- (o co co (o co co
F. PUBLIC RIGHT-OF-WAY: 29,824 SQ.FT. ~ ~ PROPOSED 18' Cl~ J I 6 wATER ~N ~ ~ ~ SEPTIC AREA p PROPOSED PLE-SUUPPORRIF~ 1 SlAT1ED WOOD WALKWAY . ~ C) 0 0 O p 0 0 O
/ 1j .1 \ 1 1.. WOOD WALKWAY II ~ co OI t M M N N Pf) r r e- N N Q
3. PROPOSED WORK: A. USING A NATIONWIDE X14: FlLL OF 15,167 SQ.FT. (0.34 AC.) OF SECTION 404 WETLANDS ' •nt1 ti / ~ . . . 6 ~ ~ II ~ '1 r. 1. ~ PROPOSED GAZEBO LANDWARD TOE I I I I i I I I I ° ~ co LC) U*) co r~ 00 co Lo
FOR UPLAND ACCESS TO PROPOSED OCEANFRONT LOTS 1 AND 2 ti 1t ? M, .1 . 1 I . ~ . • ' - aa~lcl . ~ ~ I 1~IRF'ST~ONE-T1IPE SURF I I . . , i I 2 WATER UNE y y ~1 a I I POOL 74 OF DUNE 1 SD.FT f. ~
B. USING A NATIONWIDE #18: FlLL OF 3,780 SQ.FT. (0.08 AC.) OF SECTION 404 WETLANDS ~ r 1 ~ ExTENSION II _ _ I I t I ~ :X::'' r m oo N M mot- Lo co r O Z
FOR RESIDENTIAL STUCTIJRE FOOTPRINTS OUTSIQE OF THE SMALL STRUCTURE SETBACK . ~ ~ __-.1 ~ L ~ ~ x- I
(285 FT OR GREATER FROM CURRENT FLSNV) C. RESIDENTIAL STRUCTURE CONSTRUCTION FOR (2) 2,200 SF SINGLE-FAMILY HOUSES haav ~ i HIGH BLOCK WALL c~awa or,~ww~av PLE-su~POR~D
D. ROAD, DRIVEWAY AND PARKING AREA CONSTRUCTION AS INDICATED hpav~ ~FI'~dOTF ~tow~pa~rr 5~4Y.1 ST~~C1U~ wooD wAtxwAY ~r ~!?t~IGK fr ovER wEtuu~D Q Z
E. PRIVATE SEP11C TREATMENT SYSTEMS ON THE WEST SIDE OF LOTS 1 AND 2 FOR THE G~IIB? L~1'5 UIE G~C8~18R)' N(/~ s~.Fr. sNAaNG 1 J O
RESIDENTIAL STRUCTURES ON THE RESPECTIVE LOTS ~ F. BEACH ACCESS WALKWAY (SLOTTED WOOD) ~ y~ TO KEEP PEDESTRIAN TRAFFlC IN A DESIGNATED PATHWAY; AREA OVER WETLANDS ~ 71~ H'I'~FL4N1' 1~~. ~L 11~ 0 VIA Vi4I.1/F 5~aB V
_ 187 f'6 _ DB , a. a. r ~ a- _ ate ~ 1 i»
L 3EB BLOI~ UP H
WILL BE PILE SUPPORTED (262 SQ.FT.) AND ELEVATED 3 FT G. (2) OPEN-SIDED GAZEBOS (174 SF) IN THE LOCATIONS SHOWN (LOT 1 AND LOT 2) ~ H. TWO OCEANFRONT POOLS (MAXIMUM POOL FOOTPRWTS DEPICTED) LITIf~S O Z
NOTE: -LOT 1 POOL ACCESS INCLUDES A SLOTTED WOOD WALKWAY WITH
109 SQ.FT. OF WETLANDS SHADING (ELEVATED 3 FT) PROPOSED NA~ONwIDE • 1 1 7 FT. A 14 ROAD FNrL. d, d S4: 0.34 C. •
PROPasED f 1e
j' cEVa,o~e~IT au; Teo sc~ aaE ~
..1 .1...........11....... ......1 .1 ................1... 1
PROPOSED GRAVEL DRIVEWAY ARION6 ......1 r f
5 5 . . .
A VEGETA ' VE 10 RFACE S P LTER P FlL ~ r • ~ ~ ; . PROPOSED ASPHALT ROAD . I- Z
SECTION 404 WETLANDS LINE sovTg HOBTB qNn N. N f tN IIIf >~\,I,~N,t,! .~L~.~tI,N N .Nt>N» 1LYNN»nNL.NOY>N1L 1t»l . , ff..( .it1.t slHSr i rrrr.HnHnf .nrfnrrHnHS.n In .fifffif.filrfirlHrrHflf.fllr/.ftl.fif.f?rlrtf.ftr.fiJlfir.Hr H ?rn?.f ??.fuua?r»t ?.fa.H?/H?f uH??u».o?a(HH??.fH.1??.r??i.??rf??H?IU11.f n. HH?ru?fH??H??f n r1. ...I.HI (HI...t.1.\H.4H......r,..H.?H..I,r.r,.?H.IIr..1.r.Hr441.,..,.1~1 ..1 A', 4D o
CONFIRMED BY W. WESCOTT, 1AMiii ~YIL'~~}~t~'~i'rt: 'Y""\Yid~~~',~~L~tNri~5~4di~>1~L.L~t'rrdil~'b .t.?..1 1 " ~il~t1Y' /gti~t! ~NW61i~iiu.t>i iL~:iiY1~NM:>>YYi[a\ii t lieu ; iiiiLi~iLi f >tt uui 1 . 3L1 jWLLNrr::iil5i' riB;StYfr:irlilfkt>L>irit t SEC110N 404 D SECTI 4 yyET~AN L>`t1 NYf SECII 4 WETLAND !.!.!f ...t., Ktt~ {N~ / ~N / 1 n>Lfft LNifi t1>ii;;i N>;;iiLN~; ft >})~inteLYN. nY tsfi. )tlN~{ > ( Cf ~ It r>l.>t11! N>~tii ~>IMitNILY» N> m~tu rlv~{~r~:tr~u~nrrrsa~l~3rrX?zs1'r~7mL~stLi}rriL~LS~'izrirv~;rrrrrt r ~,~~i 1. if1 tf1 r1t(H tt1 .ill.if?t (t11t(I.iH1(t1.((HiH.ftlaf N.f[ i(HIf (1.f(1. t(1. it/Lift 1. 1 .if11f ¦ ~ LL ~ e~D fir.ti fi. frJ. 1f fiHHr .ftHHr.f.rffirf flrrHfffirfr.f.f ir.f ii.fil. r. nrrnfrr.Hr.f.r.r.r 7. Hillf. r. V "'~T R" 1UItFST~ONE DRIVEWAY SURFACE V
USACE ON 3-29-04 a' > l.t ' 1 rtiNili > n `iii / ~ui'ti °r:ii'li ` int~u ii>ituir>iiini'a~a>i»i>i~eiillii ai iiii `iii>i> aii t iit'>tia L'Ni>t't'n. fir {s~:r rii~4rrir u\~tiLkrap'if?t~tlir 4ffa1{r pQ~Jt COI~Qt~T YM~ 11111»tti~HNa.d Yt11\\N nYY~i E 1d' ~'tFn CULVERT R OO~QtST LLJ Q
R _s.1_ WATER ~IABI SDR 2t cx. zoo = GATE VALVE
PROPOSED 1' ~ 34' ? BLOW OFF ~ HYDRANT
HIGH BLOCK WALL ' POOL N W -y WATER SERIACE
-'~-~f--~E- PROPOSED SST FEN{ ALIG~NriENT DURING GROUND DISTURBANCE ACTiVl1 4 ~M Acnww
77 7 µ F~ ?0., as
rr
1.~. f t~;~~ ::rig ~ ~ I 285 A 2007
gin` ` ~ ~~{ts
r»E vN)A R L
1/7' NOM. APA RAC SIEAArIC Z
~"y:.. 900( V@Il'S AT ROOF AS O
~c10 RAPIERS 16' OTC. lii. 2J0~ OOI~P061110N ROOF' 8 B~161FS ON 15 f F8T tN~iLA1fMENT d OO~JJIR
lE"S 1 ' 0.~ W W
PROPOSED CULVERT ~ ~ t W Y W Z_
rn PR AGGREGATE wOOD ~ HNn ~ OPOSED DRIVE SURFACE ~ FAST ~ ~ V~IYI. FACE R-3O GATT MISULAlION 0 ROOF 1/~ NOM. APA RA's 9f11~R10 Y
PROPOSED WOOD WALKWAY PROPOSED FlNISH GRADE N2FT ABOVE EX. SURFACE . 1~ Zx41NOOD S'iIJD FRAMlIG 16' OTC. 1x6 SAVE 1RN~ 15 GATT N~ISULAIIQN RNBI ~ ~ c6 EAN E TRMd N SIC S EP inN BY OMBt Ot CONMlACMR
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cr POOL 1f LL f1f Rl L11111 /t 111111. •1l a 11>4 11 7111 11.3 111711 / 1Y /al•ftY1 fY 1a1 i/ff/1aTa <1• alf. of at 03029
Y o BAND x .T. Zx10 JOIST 1 1x6 FA9gA 10 BAND wo %MW 18• O.Q DESIGNED BY
~ 6' .T. (2} act2 ~I. IM/ 1A11 r. (2) 2d2 EJV/BDR
~ -R~?P FOR STABILIZATION r?orr •io~ w~rl.a~ w~ RIP 00 DO o o a a 00 DRAWN BY
ro ~ of n~ tu~J 80TH SIDES OF CULVER EJV/BDR
PROPOSED 1' ' CULVERTS TO 8E INSTALLED EELOW DITCH BED 207G CHECKED BY
LOW FLOW PASSAGE OF WATER AND AQUATIC LIFE TO ALLOW ~ ~ n ~
HIGH BLOCK WALL ~ G,41~~4 pG~N Ht4Z~RD A ~ v ~ ~ ISSUE DATE 2-9-06
PILE-SUPPORTED ~ SMALL 5TRlJGTU1~ BAIT NSUL. 16' QG aclZ P.Tf 01lOFR
WOOD WALKWAY 3FT S~T$~GK (285 ~T,~ SHEET NO.
OVER WETLAND ' P.L ~ FiNQ ('t1P.)
371 SQ.FT. SHADING ~ /'1 T1 A T '1 T1 A T'1T TT~'1 C'1 r ~ T r. 1%Y P.T. pr
lsiZair rjmajr,
goo 0 o 50 yap 200 HOUSE CROSS SECTION
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER). 1°=10'
BLOW UP PRO 1 " = 50' wi DEVE FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS 1
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR IN FEET
DRAWING FILE: P03029-CAMA-5-22-07.dwg DEVELOPMENT. ~ 1 in 1 inch = 100 !t. OF Z SHEETS
PLOT SCALE: 1:1