20030167 Ver 1_MAPS_20030214

TO WASHINGTON MAGNOLIA ROAD
RIVER ROAD ASBURY CHURCH ROAD
(NC HWY 32)
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PAMLICO RIVER i F ~ O i
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r ~ I NOTE: THE INFORMATION ON THESE PLANS WAS COMPILED FOR THE PURPOSES i r r ~ ' 9J- F r
r c'A r OF A MAJOR CAMA PERMIT APPLICATION FOR SHORELINE STABILIZATION. r r r r
~0 EIP ~~0• I THE SURVEY INFORMATION WAS COMPILED FROM A COMBINATION OF FIELD EVIDENCE .y'~• I r l r r
ti ~ r AND A PREVIOUS SURVEY DATED APRIL 9, 1997 BY JAMES J. ALBERA. 1 ~ r r , F ~ ~ r
IT IS NOT FOR THE PURP ~P~ !r ~ 1 OSE OF RECORDING OR DEED TRANSFER. ,~0 , ~ 1 ~ r 1 r \ '
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i ~ % ~ ~ 0 EIP
\ p~ r CAR-PORT ~ r ORT 28407.2956 sq. ft / ' 0.6521 Acres ~ EIP Ki
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EXISTING TWO STORY ~ i i =
BRICK HOUSE 1 ~ \ i i i~ ~ ~ i i \ ~ ~ EIP ~ ~
i ~ II • 00
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\ ~ ~ ~ N
A 1 ~ / / EIP 1 i i i i i i ~ ~5 i / 4. ~ " Q
r 1 i , i r i i , i ~ ~ Oti A ~
i i 6ti' ~ ~ W Z \ W J
EXISTING BULKHEA ~ r ~ r i i ~ W~ ~ ~ ~--Orn
D ~ NPS • _-----r ll i ~i i , , ~ o~' ~
r ti` ~ r .6w ~ _ p U
~ ~ \ I rl ~ 11 rl j j ~ I ti ~ z ~
------2~ ~ ~ 1 ^i ~ ! ` \ t / ~ \ o=~
- ~ ~ 1 i r I RICK STOR - 11 ~ i I BUILDING v~o-, RICK STORAG PP ~ W ~ BUILDING EIP rr nn ~ O
i V/ Z N
i % ~ ~
~ ~ ~ W ~ N
\ ~'Lj 1 1 r\ 1\ i % ~ ~ ~ Z rz ~ O O rr i WWO MI-
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J ~ ~ 2-PROPOSED LOCATIONS .r ~ r EIP ~ ; ~ r ~ Z W V1 Z . Z
OF JET SKI RAMPS ~ ~ i ~ ; n ~ r
APPROX. 5~ x 10~ tips i ~ ~ i Z ~ (n W a- (n Q
MEAN HIGH WATER LEVEL ~\il ~ ~ i~ ; i MHW = 0.8 ~ ~ II ~ ~ LL
~ ~ it ~ i
1 i BACKFlLL~ 111 ~ ,
~ AREA 1 i
~ ~ 1 ~ ~ i~ PROPOSED BULKHEAD ` ~x ~ ~
~ ~ ~ ~ ELEVATION = 4.0~ ~ 1~ NPS ~ EIP DENNIS W. ALEXANDER
NOTE: THIS ELEVATION HAS BEEN ~ 1~1 ~ ~ ' LINDA ALEXANDER
DETERMINED TO MATCH THE ~ t , D6:1089; PG: 602
THE BULKHEAD ELEVATION OF THE ~ 11 ~1~ EASTERN MOST NEIGHBOR 1 ~ ~ Q
~ I~1~1 ao ~ EIP _Z J
EXISTING WOODEN I~ 111 ~ ~ O
BREAKWATER 11 tli ~lil ~ ~ 1 i, ~ 1 1 ~ NPSII
/i' 1 Q ZU
EIP AT I"" O
~~ii~~, ORIGINAL CORNER iii r I- _ 2"X12" CAP MIRAFI 140N (OR EQUAL) NON WOVEN c f-
~i~ r i~ r FILTER FABRIC z ~
i %~~i r ,~,~~i i I 4.0' ELEVATION ~ - O 5/8" STAINLESS STEEL ROD PROPOSED FILL GRADE = Z
i 1 (THREADED 2'-0") ~ (n
i ~ I ii / 1 ii i ` W Q
ii , ii 4" X 6" HORIZONTAL ~
LEGEND EXISTING PIER ~ r i ~ WALERS Q ~ Z O ~
i 0 EIP EXISTING IRON PIPE A ~k \ i O
~ NIP NEW IRON PIPE 'S~,• 6~. OERB EXISTING REBAR EXISTING BOAT O ` O ~ U
ORBS REBAR SET LIFT EXISTING B~LKHEAD J U ~
? CM CONC. MONUMENT J ~
ONPS NO POINT SET ~ o EPK EXISTING PK NAIL O ~
• NPK NEW PK NAIL SET ~ EXISTING GROUND ~
o ERRS EXISTING RAILROAD SPIKE • RRSS RAILROAD SPIKE SET Q W
o N&C EXISTING NAIL & CAP o m i
®CC CONTROL CORNER v
~'fPP POWER POLE ~fLP LIGHT POLE - ' 4" X 4" X 5' POST ®6'-0" O.C.
TIMP METER POLE ~ N DEAD MAN ISSUE DATE: 01 15 03
? TEL TELEPHONE PEDESTAL ~ R/W RIGHT-OF-WAY DRAWN BY: BST GRANULAR FILL (SAND-PEA GRAVEL)
~ CENTERLINE CHK D BY: RSJ
S JOB N0. 03101
2" X 8" T & G SOLID WALL DWG. NAME:
PROPOSED 31' PIER
EXTENSION NOTE: ALL FASTENERS TO 8E HOT DIPPED GALVANIZED SCALE: 1°= 20~ THREADED 5/8" MIN. DIA., OR STAINLESS STEEL AS SHOWN.
8"-10" DIA. PILE ®fi'-0" o.c. HORIZ: N/A
APPROX. 12.0
VERT: N/A
3 0
20 0 20 TYPICAL CROSS SECTION OF BULKHEAD DWG. NO
M O N.T.S.
O ~ Scale 1 = 20' M
O M O
O N
N
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