20010273 Ver 1_Site Plan_20010223

LEGEND
EIR - Existing Iron Rod ~ ATLANTIC OCEAN
ECM -Existing Concrete Monument
~ -Centerline 5,rniusTo Nc nwrzio N.C. NWY 50 SSMH - Sanitary Sewer Manhole
EMH -Exlsting Manhole >
SS - Sanlta Sewer a Q °
ry o g o w o LF -Linear Feet ~ Z ~ 3
GV -Gate Valve m
PT -Plug Tapped
A~'~c PP -Power Pole SITE
F~ ~o Me MTh S.T. - 10' x 70' Sight Triangle
.3 MHWL -Mean High Water Line
''°c . S9 P.O.T. - Pomt of Tangency
P.O.C. - Point of Curvature
- Street Light TOPSAIL SOUND ~
~ 1 -Lot Number
VICINITY SKETCH
_ ; ~ ~ ~ - Ad~ommg Lot Number Scale: I " 400
I I - 4 - -Exlsting Contour
_____J - - --Flood Line
- ~ - - - - -Wetlands Llne
Bland Drive ~I'1Ve - - - Cama Llne
- - - -Mean Hlgh Water Line
_ _ _ _ _ - - -Sewage Force Main
1 - - -oh -Overhead Powerllne p
I I
i V~J ~y~ I TRACT DATA
t t~^~ ~ t " : i TOTAL ACREAGE - 4.86 AC. (TO MEAN HIGH WATER LINE)
~ „~+t ~ I s ~ I (EXCLUDING N,C. HIGHWAY 50 RJW)
} d~ t -BLAND SUBDIVISION- 4 - 4.80 AC. (f0 SURVEY LINE) (EXCLUDING N.C. HIGHWAY 50 RJW)
~ r"". ~ .--z i M.B. 22, PG. 37 I ACREAGE IN COMMON
tn~ I I d~,,l _BLAND SUBDIVISION I AREAS ~ PRIVATE ACCESS - 6,996.5 SF
!1 tiny, S ~ ~ M.B. 22 PG. 37 EXISTING 1, f I I I ~ I -I NF I ~ ~ ti ~ ,~~yt~ I R o zo I NUMBER OF LOTS - 14
~ I I I I I I MINIMUM LOT SIZE - 5,000 SF
I PROPOSED USE -SINGLE FAMILY
I r 6 r ~ 4 r r ~ r 2 r ~ 1 I I I ~ 3 r I I - L,F. OF STREET - 513 L.F. I FLOOD LINE I ~ ~ SEWER -SURF CITY
I I I I I I I WATER -SURF CITY
I I I I I I EXISTING ZONE - R-5
---------------------1 --~--------------L----------L----------I-- - I --1
=1 ~ EXISTING ~I I I I PUMP STATION
I ~ ,~i I I I M.B. 25, PG. 50 RICHARD D. GOFF X I SETBACKS I ZONE AE ZONE VE ZONE VE ZONE VE ZONE VE FRONT YARD 15'
w ~j 31 I -d WIFE NANCY E. GOFF- ZONE AE ZONE X ZONE r- 01 = I CAMA I I I (EL. 13) (EL. 15) (EL. 16) (EL. 17) (EL. 19) SIDE YARD - 7.5'
Qwl ~ LINE D.B. 514, PG. 55 (EL. 9) 3~ I I ~ ~ of I I I SIDE STREET - 10'
w; I I I I I REAR YARD - 20'
I S 36° 16' 10" E 5 12.6 I' EI 129.6i' 185.00' I 75.00' 75.00' ~I
I w I I 75.00' 73.00' R m I I
I Budding o _ I I I I II 404 N m I I ~ i ( ~ ~ I
N 85°08'29" E 62.15' Envelope m t\ N ROY W. KNOTT I ] WETLANDS ~ ~ 20' 20' Buddln Buddln ~ ~ -k WIFE ELEANOR D. KNOTT JOTT ti D. KNOTT I j I I
LINE m g 9 ip 4 1 ~ 4 Z UTILITY a ACCESS UTILITY e ACCESS Envelope Envelope ro ~ D.B. 720, PG. 2 12 212 I `0 I I
75~AE EASEMENT EASEMENT ~ I I I C I I Notes:
I ~ Budding Buddln u, T I I I 5 36° 15'20" e 180.60' I ,Flood Imes scaled from the followm eR _ g
I / Envelo e w g o- EIR S 36° 15'20" E 109.87 EIR ~ I. p b o Envelope ~ I 1 60.01' 120.59' FEMA Maps: CPN 370 1 86 0008D
I ~ N36° 16' 0"W 5 ~ a ~ a ° = Budding r ~ Town of Surf City with effective date
1 TA 132, 6' ~ umi - m ~ W Envel e j ~ N I I o' PU LIC ACCESS EASEME January 2 I , 1998 ~ Map Index dated
I I CoAS L y ~ o z 14 z 13 g m o_ op I I r ~ VEGETATION Buddln ' r L= 11.24' m - ~ I m ~ ~ January 22, 1998.
LINE g y ~S p s ° z ~ 11 I N 43°24'00' E 62.2 ' ~ Envelope ~ N03 41'01'E I 12 v ~ r 1 o co PORTION OF o 2. 10' access easement is reserved withm
HIGn 1 LOW N30'42b9'E j > O~ 10.32' N - 1 r - ~ ~ LOT I I new lots on this plat along the right-of-way ~ ~a ~
A (FALL / SI10RT) 28. I I' 1 I Q 3.5' F l =36.23, z % W cD UTILITY t 3 I MARSH GRASS - , X0.0 ' 15 MBL i - ~ ~ I S36° 15'20"E of Lwe Oak Lane.
LINE I ACCESS ~ ti~ 35'R = I .43 I S36° 15'20"E i I °'CD 120.42' 3. Boundary and o taken from a sure
/ I IR ~ EASEMENT I ~ '7~ I ~.35' I 54.71' L =20.3 I' 169.74' ~ 1,84' - I first Line f Stable Natural b Quadrant SUN n ,Inc. P.A. rn 1.84' ~ 0~~~.I Y 9 O W I Vegetate surveyed on July 2000.
PRIVATE BOAT RAMP ~ I 20.30' N36° 16' 10"W 123.51' ~ L =57.0j, ~ ul Ing r _ E SnEEr 5 OF 5 _7 _ b _ Ernelo ewi ~ ~ ~ July 12, 000 by
20. L-7.48 p 01 ~ ~ E a ~ FOR DETAIL 3S' L=2.81' rn ~ L=7.84' 14 20k20' m - CJuadra Surverng, Inc., P.A. hQ0' ~ ECM ~ hey
~ ~ ~~'..h'~~:,~.. IR 13' Pnvate Access 12' Wide Asphalt Dnve L=13.06 _ ? ~ 10 ml Qn S~ n r I N36°16'10"W P.O.T. umi N Ur c g ign ~ ~ w I PORTION OF ~ N
- ?S.~9, Z Vln Easement ement vi C' N ~ U LOT 10 _ N Z GNi ~ - I -
6.05' 3S R F =10.95' I _ a I I I N36°16'10'W I ~ OC L- L I'~ - ~ r- _ ~ r - o ° ~ Exlstln Dune Cross er a y L- 1.58 o~N ~ -I 9 ~
I ~ I ~0~8 L=4.86' I L- 1.58 I I I ~ ~ 6• N 69°26'42' E 52.34' 3.5' 6' I I MBL I MBL w A _ to remain N -J
~ I 46.29' ~ ~ N ~ I ( UTILITY d ! 30.19 44.63' L =35.55' ~8°42• 11 I I ~ N36° 15'20"W N O
( I ~ ( ACCESS 2 l ;X8.0 35~, 1 1 1 ! L=9.78' S 97.071 27.63'• 27.63' o ~ I 120.58' ~ ~
I ) I t EASEMENT ~6 23' / ~ I ~ ~ r P ~ti 1 ECM n~i N ~
~ I ~ E1 Buddm ! / ° 0. ~ I g ~ . / N58 4024'W 86 8 r• 1 -I A ~ r N. ~
H ' F~ ~ '7 / 21.76' 2 ~o ~ ° ~ ` I ~ 22 7T Envelope °h ~ / / ti P.O.C. _ N36 I5201(v t ~ M WATERWARD , I 0 ~ / 5 M8 ~ ~ ~ COMMON AREA Z t
BO 0 EDGE OF I ~ N36° 16' 10"W ~ , ! l ~ Srgn ¢ SHOTS MARSH I 134.67 ti ti ! 15' UTILITY EASEM Sign ~ - New Private Crossover I
I M I ° ~ 38.50 , N36 15 20"W
COASTAL I 5 AEC r7~ ! ~ ? 7 N m 98.61' Street. Sin ~ ~n ~ N 120.25'
VEGETATION 1 ~ ! 6 ~ 0 v~ 163.31' 1 I °nJ ~ ~N
LINE 1 ~ ! m- m- L 30.96' - 1 10' PUBLIC N ~ 8 ~ iv L=8.78' _ Oleander ~ N L 30.96' - I
N 73°23'05" E 106.75' N ( N m Q 10.33' L-8.36 9 - I ~ ~ I ACCESS EASEMENT d• N L= 10.00' ~ ~ 1 ~ ° Court ~ 'a -m ~ m PORTION OF
1 ro ~ l 404 0- i Buddln Buddln N `Q ' 4 .56'` r WETLANDS ~ 1 Budding 9 g ~ 45 R W ~ f N-I ~ (4 .56 N LOT 9
II uNE ~ ~ I Envelope Envelope Envelope Buddln ` _ I m I
1 Budding ~ ~ i g r/ ~ Envelo e ~ II Envelope ~ I
~ ~ ~ p N II 60.00' I 19.66' I
Q Q1 -----{---------------r 80.01 ' 110.0 I ' 62. 2' ~ 1 2~ i i i 95.01' ~ ~1 ECM 190 0 ~ ~ ~ ~ ~ ~ N 37°00'00' W I .66' I
tiW ~1 N 3 0?'34" W 537.77' ECM I I I
I I I I I ~ W, I I I I I I I
01 r I I I I I I BENCHMARK W1 r 10' PUBLIC I I r TBM "ANCHOR" ~ 22 ~ 2 , I I = I
ACCESS EASEMENT I I I ELEV. 11.63 _ I I ~I
~ r ~ I I r ~ I ' 43 r ' 41 ~i r 45 r ' 46 r ' 47 , ~ 48 r r I , 41, ~4~' I ~ I ~ I I I I ~ _ _ I -
CAMALNE ~ I I _ I - ' - ' ` 1 I I I I I I. I
I I i I I I I I
I I I I I I I I. ~ I
I I I I I` I GRACE BLAND CRUTCHFIELD ~ - ~ I I I I I GRACE'S HAVEN r - I I ~ ~ ~ ~ ~
I - HEIRS SUBDIVISION - ~ 21 r - SUBDIVISION - M.B. 5, PG. 66 ' ' , I I
M.B. 7, PG. 17 ( I I I
I I I I
~XI511NG R-5 ZONE I UILDING RY & B REL M NA
I I
J I N I I I V A I I
o ~ 2~ r o~ I I
o I I I
I v I I
I v 0 1 - - - - - - - - - - - - - -
I SURF CITY TWP., PENDER CO., NORTH CAROLINA
m Crutchfield Ave. ~d Ave. I
0 I owNER: DR. FRED B. LOPP, DDS
_ _ _ _ _ _ ~ I 530 NORTH SLAM AVENUE
0 I I GREENSBORO, NORTH CAROLINA 27403 ( ;~,,y,~ [phone]
I PRINT I - ~ a - ~i ED
3 I I
I I PARKER & ASSOCIATES tNC GRAPHIC SCALE: I "=40' CONSUL7'1NG ENGINEERS LAND SURVEYORS Lalw PLANNEAB DATE: 12/ 18/00
~I I I 0 40 80 120
I P. 0. 10% 978 JACKSONVILLE NC 28541-0978
D j 5GALE: 1 "=40' fLL1
C CD I
cn a) I I
c - CD Parker & Associates Inc. Qtnt Hori~ od
I_- c. rill D K. Consulting Engineers Land Surveyors - Land Planners r~oO WA UISK NAME ACAD 598A P.O. Box 976 - 306 New Bridge Street
D C FILENAME: f31nd5h Gen.dw ZLF of 5 Jacksonville, North Carolina - 28541-0976
REV. 0 110810 1-ZLP-Rev. per Surf City review. co REV. 12/22100-KHW ADDED BOAT RAMP DETAILS J013 NO,: COOOS 4-2842 Sheet Phone [phone] - Fax [phone]
3
O
U

LEGEND
EIR -Existing Iron Rod ATLANTIC OCEAN ~ ~
ECM - Existing Concrete Monument
~ -Centerline S,M~~STo ucrnn~IO N.G.I1WY50
SSMf1 -Sanitary Sewer Manhole
EMIT - Existing Manhole w
SS - Sancta Sewer ° ry o J o 0
LF -Linear Feet ~ ~ 3 5
GV -Gate Valve m
A~'~c PT -Plug Tapped ~ m
FR do PP -Power Pole SITE S.T. - 10' x 70' Sight Triangle
~'e MTh 3 M11WL -Mean high Water Line
AG, S9 P.O.T. - Point of Tangency
P.O.C. -Point of Curvature
- Street Light ToPSAiL souNO
1 -Lot Number VICINITY SKETCH
r ~ ^ ~ - Ad oinin Lot Number Scale: I "=400'
~1, J 9
4 -Exlsting Contour
- - - --Flood Llne
- - - - - -Wetlands Line
- - - Cama Llne
- - - - -Mean 111gh Water Line
-F- -Sewage Force Mani
ohp- -Overhead Powerlme
-BLAND SUBDIVISION- I I
M.B. 22, PG. 37 I I (
BLAND SUBDIVISION_ I ~ EROSION AND SEDIMENTATION CONTROL NOTES:
I M.B. 22, PG. 37 I I I EXISTING I I I R- I 0 ZONE I I. GENERAL
I I I I I I I I I A. Construction activities shall not extend beyond f~F~
I I I I t I PPI9 Is a grading limits Identified on plan.
I ~ 6, I I ~ 4, ~'3 ~ , 2 r ~ 1 , B. N r I r I FLOOD LINE o wo k shat take place rn a eas identified as
I I I I ~ I I I ~ Wetlands.
I I I I I I I I C. Contractor Is responsible for maintainin all erosion 9
--~--------------L----------L----------I-- 3I rr o.sl ~ EXISTING 3I control measures and shall amend measures as required to - - - prevent accelerated erosion from taking place on this site.
a~f I I I PUMP STATION 1 I
~ ~I z.os I I M.B. 25, PG. 50 RICHARD D. GOFF I
~ I ZONE AE ZONE X ZONE X w f 3~ I -t WIFE NANCY E. GOFF- I ~ ZONE AE ZONE VE ZONE VE ZONE VE ZONE VE 2. CONSTRUCTION SEQUENCE: {EL. 13) (EL. 15) (EL. 16) (EL. 17) (EL. 19) A. Notify Engineer and Owner prior to beginning
Q 0~ _ I CAMA I I a. ~ wl ~ . s o3 LINE ? D.B. 514, PG. 55 (EL. 9) ~ I I I ~ ~ o, ~ I I construction.
~ ~ ~I 110.65 I~ I r ~ I B. Install stabilized construction entrance and silt fence
( 2,6 ~ a,~ 0 r a.59 I I x a.7o ,~as5 ¦ s.5z ¦ 6.J7 • I , ' ti I n 2J6 where indicated on Ian. `a' 3 p
1 EI ~y I I - - - - - si - ~ - - - - - - - ~ C. Rough grade street profiles. ¦ 20.17 9.89
I u, u t , ~ I I ~I ;I ' D. Install underground utilities. III ~
j I 40~} I I ~ ~ ~ ~ I ~ WETIANDS ~ ~ ~ ~ P.aa ; ~ I t ROYJ~J. Kk!'OT~~ . z,.3z ~ I I i ~ti E, Construct stone base and paving for roads.
I f ~ ~ 20' I 20' ~ ~ I ~ ~ ~-t WIFE E~~ANdR R: KN t LINE , UTILITY t ACCESS I I UTILITY t ACCESS „ q7 ~ +96~ ' ~ ` ~ ' ~.B'72~1, P~. 21 ~ x 2 s 2132 ~ i ~ a ~ iii ti°~ F. Seed and mulch or otherwise stabilize all disturbed ~N I 3 ~ I ! I'~ X20.55
I I 4 I I 5'~ ~ ~ ' I ~S~ qEC EASEMENT I I EASEMENT ¦ 5 5a I - , I ~ . 2 s I ~0 ~ ~ areas withrn 15 working days of completing any phase of grading thereon.
r 6.ff1 ~ 2, ,9 i ' 21.19 ' "7 ' I ~ ~ ~ 3.0~ o. ~ ~ , , ~ ' ~ 9 ~y G. Enlarge, amend, and maintain sedimentation control
I I ~ ~ ti°~ ~ ~ ' i IEIR z,7 +sz I ~ ¦ ,t 6 ~ ' ~ ~ measures as needed for revised watershed conditions and ~!,nn-
I 96 ~r` I , I rni ~ ~ ~ 22,61 ~ , 5 I I . s., r, ~ ~ i _ IB~ s~~s ~ o ~ I - ~ effective restraint of off-site sedimentation. _ ~ ra ~N~ ~.9, ~ , ' I .
I N~ 1 ~ i e.u I 1 - r 5..73 , : ~ ~ ~ ~ ~I ~ ~ . ` I 1 / I COASTAL ' ~ ~ I I - ~ 3. S IN P IFI AT a- ~ ~ ` ~ti2..~ ' ~ ; ; ~ , u llc ACGess,' EAS6ME EED G S EC C IONS:
Qi' I I ~ dt I I 14 ~ 13 „ ' ~ ~ , ~ ' , I ~ ~ pP 1 r ~ VEGETATION fence I I ¦ a, ~ ~ ,1;~i~ ~ ` I ~ f r'F i I (p ~o - ~ ~ v, ~ ; Apply Llme and fertilizer and work Into seed bed. Seed ~ ~ ~ I I ¦~7.1}I I ill NI'~.-~ 11 II.- I1 „I,,
( ~ LINE I I I ~i ~1~~-11 -i~~IQj,i i II, t I ~ ~ ; S t I I 1 ~ I , ~ I i ~2 ? I ~ l,r~~~, 1 1 ~ ~ 'I ~ ~ i Ins II ii III I ! i I ' I I ' i ; ~ mixture shall be distributed uniformly and covered with a > > 1 ~ 1 I ~ III ' ' I i pOR~'ION IOF i ''I ' n I ~ ~ ' ~ I ~ ! I' I I ~ clean straw mulch. All mulch shall be crimped or
~ I HIGH/LOW j ~ f I I 1 yr I~,;r,,~~t ')~~7t5 ~a2715 ~ I~ i i r I i i ~ ~ LdT I I~ I I , I ; I I ~ ~ I ~ , ; ~ I asphalt tacked. Material and application rates as
Q (TALL l SHORT) 1 ~ ~ , 3.5' ~ ~ ~ ~ I I s 3r ' , r 4~ ~ ~ ~ ~ ~ I ~ r~ W I ' ~ UTILITY t 3 J~~ " ~ i i i i ~c, MARSH GRASS ~ / s I I I ~ I' ~I', I I~ ~rl'9~'i follows:
1 ~ I m ~ ~ _I - 15' MBL - ~ - Planter Isbnd. ~ ,rr~ ~ ,,~r1, rp ~ ~ ~ ~ i ~ I LINE ( , , ACCESS ~S h ~ , r 25 I Q, I I I 1 r r r/ w III , ~g ' ~ ~I 1 ~ ~ i I ~I 1 1 I I i I , I MATERIAL APPLICATION RATE ~ ~ I
1 EIR 3.09 ~ !s oz EASEMENT h ~ I I ~ ~ ~ Crown for ; ~ ; ; ~ PRIVATE BOAT RAMP / ' t ~ i ~ t f Sta le Natiural Lime 1000 IbsJac ~ ~ I ~i
EE SHEET 5 OF 5 1 ~ I I ~ ~ ~ POS~bve ¦ a ~ ~ ~°~i i';~r ~ ~ I 1 I ~ ~ ~ drainage. ; 'I' i a FOR DETAIL 0,75 +.29 _ _ ~ 5 of 5 for I'I cn ' ~ ~ O x ~ ~ I d~atn I survd~+ed oh Fertilizer (I 0- 10- 10) 800 Ibs/ac I, I ;
a Q 5.3 ~ ~ ~ Entrance ' ~ ~1 i1 I ~ ' ECM I Rebel Fescue 100Ibs/ac ~ ~ ' I , I ~dl'i rv ng, In~., P.F. y
ti < 66 i' D, 13' Pnvate Aaess I Wide K Dave ~ ~ n ; + ~ , ~Q 20M~0' 20 ~ . E-+ t ~ 5.2 X detail. ~ 1, h 20 ECfd ie ~e , i ~ ; , Common Bermuda ~ ~ ' !I I i, ! I i,, I I n.o~ ~ i ; , , ~ , , , ~ I , I I POf~T10N OF (Unhulled Se t. I -Aril I) 25 Ibslac
55 I ? 65 S ?7 - I I ~ ~ ~I , ~ p P t ~ , ~ ~ II , I i ! ~ , , L ~ T I d Mulch 1.5 tons/ac
b, r te.u~ ~ ~ I I ~ I ' ~ I ¦ ~d~2' ~ H r - a l ' I i i Exist n n r
O , I I ~ I 1 6. ~ \ ~6i~' ~ 1, k 1 51~ , I Q ~ , z7 -p ab, ¦ 3.5' V 'mss I' LI ~ ' tI MBL I ! I Q II {I,I ~ 9~ e~oss er ~I M6LIJ' ~ issa I ~'!'.~Ii ~iso~ ' toiremain ~
1 ~ -.2 1.19 I ;~7.5 ~ ~ ¦616 I r ~--I M TI ITY t I r t e 1 _p 6` 385 ~ L ~ 7 il~i 1,;! I i it ~ T-- I ~ ~ i I I I ' 1.57
Qi S6 ~ 1 rl. ~ ACCESS 2 \ / / f ; EASEMENT \ ~ / -------j~'_ ¦a96 Igl ~ ~ ~ I I I I I I I1 I I I ! g"~ I I I ~ I I I ,
} z5o p5d k,2a ~ ~ ~ / ~ ,97 ~ ti ~ii~t.;, ,A9,~ t ir~~9 V"EI 314 ~ ! ~ ~ ' ' _ ~Q~15 I I I li II I i ~ E M i I i I to i Ize i 1 l i l l IiI i btructi ~ i
2.3 I II 4~F~j IIII i ; i
AT WARD I I~ ~ ~ ! ¦ e 77 ~ ~ ,5, ~ ~ r ~ 7os v 16. I W ER 1 8 i i ~OM~ION AREA 'z, i I I I
BOTTOM EDGE OF t o5~ ~w x12..~1a,I ~ i ~ Mel ~ ICI v SHOTS MARSH I / 15 UTILITY EASEMENT ~ ~ ~ ~ ~ ' i i~ I I~-,'~~ vv ¦ ?0 3 I ~ ~ ; I.
/ I 20.3 > ' I , I i ~ ~ ~ , I New f~rivatg Cr0$SOV , ~t' ~o ! Il ii i 1, i i ~ J4i ~I II I I I
COASTAL i o 72 , ~ 75 AEC i i A , ~ ~ r ~ ' ~ ~ v
VEGETATION ~ 5 / ~ ~ ,1~ - I O MBL LINE 1 / ~ - - ~;7~ , i • i , hfi . 7- - - 10' MBL I I I - - dw9 g ' I ~~i
r 8 ~ ' , ~ r Ik~'PUBLIC , ~ , ~ ander v_ ~ ~ ~ , .
1 ~ I I I <ACCESS EASEMEM ~ ' ~ g ~ ` t 11 ~ ~ ~ , ~ r I ~ .~s ~ urt ~ 1 I ~~404 I I I xg05 p ~ , p +~,~I ~ I NIII~-:I
I II ~ 6' w~i ~ t 1 + ~I i I ! WETLANDS I I I I • 5.7 s ~ 9> ~ , ~ ~ Il ~ s~ II I
1 I LINE i I I . i i, I 1'll l i ~ ! I 3.06 1 I I , 7.26- i ~ ~ ' ' ~ ~ t 's ~ ~~li ~ Ni ~~~~,~~i Tll ~ , ' ~l il; ! ~ I s ~~~2ilnn ~ Ilii Iii
~ : I i r! ,.99 I I p 1 r!~.9 I I ',I I I li I I ~ I ~ I' I I I I ~ ~ ' - i. ~ i1 p IiI IIII ~ I I ` i
.la . ~ ,n q, I ~I I ,~0 7 1~ ,il bh I r~~t? ~ ~ ~ ~ I ~ -~------------1~- I ~ ~,u i h~ i li o III I i l i l I I I I I '~1 I ry I IIII I I i
3 ~O E 1~ ~h a 1 A l l a. ~ y. 0 ~ ~ ~ ~ o~ s fi,, E M ~ ~ ,0 v bT ,o ~ ,r ~i,I I
~ 0~ ~ s aAS I I I IO I, lS8 ¦ 1R S4 ~ I I I ~ I' ~ I ~ I, ¦tnsa A, ~ IIII li~l~i ~ ~ ! I'; I~ ~ I IIII I
3 I I I it it I ~ I '~~I ~.~i~ ~ '
41 I I I I I I I I I BENCHMARK ~ o_/a 7 10' PUBLIC ~ I ~ I' n I I TBM'ANCHOR" ~ 22 I I . 11 ,I;I~I , z ~ ~ ~ ~ ~I
ACCESS EASEMENT a.,, I I ¦I a 6' ~ a ~ ELEV. I I.63 III ' ll !III 111' ! ,
3 ~ I I , q ~ 1 4 ' 41 , ' 45 , 46 , 47 , 48 , . ,o n, L I ~ 411 V,~I ~ 31 ~ ~ A ~ A_~ I A~~ I A i I rI6AD ~ 9~ CAMA LINE ~ _ ~ I I , ~ I _ ~ I _ I _ I O i ~ i r i~ 1 ~ I i T- - t- T i, ~ III , ~
~ I I I I I ~ i, •.0 I ~ ~ I IIII 4 711
I ~ I I I I I ~ ¦ IS7R `T ,5~, .
I I I I I I I I
I ~ I ~ I I I I I` I GRACE BLAND CRUTCHFIELD I I GRACE'S HAVEN , ~ I I I I
I - HEIRS SUBDIVISION - \ 21 , - SUBDIVISION - M.B. 5, PG. 66 ¦ A .15 ~ 4 51
M.B. 7, PG. 17 I I i I ~ 20J0
I
EXISTING I
R-5 ZONE I ( ~
J N
_ I
~ 2~ I O o I
N I ti I
~ I
o I I
~ SURF CITY TWP., PENDER CO., NORTH CAROLINA , 1fi p5
0 ~ OWNER: DR. FRED B. LOPP, DDS
- - - - - ~ I 530 NORTH SLAM AVENUE
0 ~ ~ GREENSBORO, NORTH CAROLINA 27403
~ ~N f,A y'e,,~ [phone]
m 3 I ? E ~ . N' 's
:'r ";y GRAPf11C SCALE: I "=40' ~ ~
~I . ~ DATE: 12/ 18/00 I ~ 0 0 40 80 120
-
L cr,
SCALE. I "=40' FLL,
co
CD c - C) I I 1 Parker & Associates Inc. ng Hor/
c un Consulting Engineers - Land Surveyors - Land Planners r If u Iso
C DISK NAME: AC AD 598n P.O. Box 978 - 308 New Bridge Street FILENAME: Blndsh Gen.dwg ZLF Sheet of 5 Jacksonville, North Carolina - 28541-0978
REV. 01104101-ZLF-Rev. per 5urf City review. m REV. 12/22/00-KHW-ADD BOAT RAMP DETAILS JOB NO.: 0000614-2842 - - Phone [phone] - Fax [phone]
c~ 3
0
U

LEGEND _„r
M4H MODEL 129 FIRE HYDRANT I P TH H MANN E WI L EIR - Existing Iron Rod ATLANTIC OCEAN M N SLOE ROUG OL L
12"» 12" x 4° PLASTIC SCREW WITH I -5 114 INCH FOOT VALVE, CONC. COLLAR CAP 4 INCH STEAMER AND 2-2 I/2 INCH 36" MIN. BE CENTERLINE INVERT. MAX. DROP ECM - Existing Concrete Monument
HOSE CONNECTIONS. THROUGH MANHOLE WILL BE AS FOLLOWS: ~ -Centerline s.+Mi~rsTo I/2" FOR 0° TO 45° CHANGE uc. nwraio N.C. HWY 50
24° IN HORIZ. ALIGNMENT SSMH -Sanitary Sewer Manhole w
o z~ I " EMH -Existing Manhole w w a
o0 N ifl I"FOR GREATER mAN 45° CHANGE SS -Sanitary Sewer o Q o IN HORIZ. ALIGNMENT p 5 S
SADDLE CONNECTION ~ REINFORCED CONCRETE COLLAR LF -Linear Feet Z - 5 u u
CEMENTED IN PLACE 4~, z ~ 2" 18° x 18 x 6 CLEAN OUT ~ J 3" SCREENED INLET GV -Gate Valve m ~ ~
I BEND iq ~ TO BE INSTALLED TO 18 _ A MINIMUM ELEVATION ~ 6 X 6 N0. 6 GAUGE SINGLE LINE PT - PIU Ta ed O STEEL REINFORCED " REIN IN CENTER THIRD OF WALL g pp
A ~G ~ i ~ ~ ~ ~ ~ OF ONE F00T ABOVE F~ N 45° BEND 100-YEAR FLOOD ,y~ 0~, ~ \ 2 - 90° BENDS ~ in ~ ~ ~ PLASTIC STEP ALSO TONGUE 4 GROOVE. PP -Power Pole SITE ENDS u, 0 ' ' i r
•@ T/y ~ / ELEVATION. SEE 3 PLAN AND PROFILES a ~ CONE GROUT S.T. - I 0 x 70 S ght T tangle > ~o MHWL -Mean High Water Lme
AG` ? ~ FOR VENT LOCATION ~ ~ DEWEY BROS. VBX-TE- 100 S9 i O 0 VALVE BOX OR APPROVED EQUAL AND ELEVATIONS. N P.O.T. -Point of Tan enc 9 Y
"a' RING TAPERED LIFTING P.O,C. - Point of Curvature
- FROM UNIT m u 4" WYE BY OWNER ~ 6" GATE VALVE HOLE 'J`' -Street Li ht TOPSAIL SOUND
a $~4 °i 3" SCH. 40 P.V.C. NOT TO BE MORE ~ ~b~ M.J. LOCKED HYDRANT 4"x4" S.T. STRAP VENT w 0 , RISER 0 i : ' DETAIL FOR MANHOLElPIPE g P.V.C. - ~ JOINT 15" d LARGER IN aC O Q O ~ EXISTING MANHOLE 1 -Lot Number
THAN 45° FROM TEMPORARY PLUG » ~ ~ ° $ . ~ TEE OR TEE WITH PIPE TO 4"x4" WITH HORIZONTAL / ~ APPROVED PIPE STAINLESS STEEL STRAPS VICINITY SKETCH - ~ I I /4" BUM
TRUSS SEWER ~ ~ ~ ' ; ~ , MAIN ~ ~ ! RESTRAINT AT 4" O.C. SEALED LID o _ ~ iv ? RE51N GASKET ' ~ Scale: I "=400' ~ - ~ ~ ~ ~ - Adjoining Lot Number
45° BEND ~ ~ ~ ~ 3/4" GROUT ~ - '
4" SEWER \ , SERVICE CONCRETE THRUST BLOCK 4' (MIN.) o GROUT 4 -Existing Contour
STAINLESS PLACED AGAINST / \ ~ „ MAINTAIN SIOPE STEEL BAND 518 BRIDLE ROD 1 ROD DOLLAR ,PE ~ GROUT p° - - - - -Flood Llne 12
UNDISTURBED EARf / ~ TOWARD MANHOLE M.J. LOCKED HYDRANT IOLE b I/~ - - - - - -Wetlands Llne
/ PRECAST INVERT AST INVERT °0 - - - Cama Lme ro BE ? . • - . _ . _ - -Mean Hl h Water Llne
_ _DIRECTION ADAPTOR OR APPROVED PIPE SEAL TO BE _ _ _ _ NOTES: OF FLOW I . TAP MADE IN SEWER MAIN TO BE WATERTIGHT RTIGHT ~ o$~ g
BORED, SAWED, OR DRILLED, MIN. OF 3 CUBIC FEET OF -L p 6 • • • ~ ~ BRICK ~ - -Sewage Force Mam
NOT PUNCHED BY HAMMER. CRUSHED STONE FOR DRAINAGE secnoNwew v : , , ~ - -----~hp --Overhead Powerhne ` • , , ~ ~ ~ • PRECAST CONC. COLLARS
TRUSS 2. CLEANOUT TO DE USED ONLY WHEN TI ° 6 X 6 N0.6 ° ~ N0.4 REIN ROD 8~ TYP. 8' O.C.E.W. SET TOP I"ABOVE VALVE BOX TOP
SEWER MAIN SADDLE CONNECTION SPECIFIED. NOTE• SEE SPECIFICATIONS FOR ADDI ONAL INFORMATION. ~ 1~0 6" GAUGE WIRE MESH ~ I ° ~ VALVE BOX OVER
C ON TYPICAL SE1~ER CONNECTION NOT TO SCALE NO SCALE '.ALE 12" MAX.
NOT TO SCALE I cv~.• ..~n 6" 5" 48" 5" 6" ~•°~w~•,:. 'i.i?),+~: t.+.~~~::• i'.ea~.+.:
BLAND SUBDIVISION_ I MIN. 70" COMPACTED N0. 67 ~ / / , /
M.B. 22, PG. 37 NOTE. STONE BED TO TOP ~ I FOR 5'-0' EXTENDED BASE MANHOLE TAMPED EARTH
I BLAND SUBDIVISION_ BASE WILL EXTEND 7" BEYOND EXTERIOR OF BASE THREADED COUPLING FOR CAP OF 2" CAP I WALL. VALVE BOX BLOW-OFF
M.B. 22, PG. 37 ~ ~ I EXISTING ~ I R- I 0 ZONE I
I I I I I I I PI PR CAS HOLE 2" THREADED BRASS PIPE I 2" BRASS NIPPLE PPI N.T.S. (6" MIN. LENGTH) 24" LONG 2" BRASS
~ ~ ~ I I I PIPE NIPPLE 2" CI 90°
~ ~ 6, ~ ~ \ 4, ! 3~ 12! ~ 1~, I WAT ':ti . . I FLOOD LINE ER s•• BEND
~ ~ ~ I ~ I I I r (THREADED)
~ ~ ~ ~ I 25 LF @ .4 I I +M67 STONE ONCRETE
- ---------L----------I-- SI BLOCKING - _ _ 2" GATE VALVE (IRON BODY)
EXISTING nnect new sewer I NOTE:
to existin manhole ~ PUMP STATION 9 @ Inv. 0.60 I ~ M.B. 25, PG. 50 RICHARD D. DOFF I . NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
EM'i -E WIFE NANCY E. DOFF- ZONE AE ZONE X ZONE X I ZONE AE ZONE VE ZONE VE ZONE VE ZONE VE 2. SEE SPECIFICATIONS FOR ADDTIONAL INFORMATION.
Rim 5.03 ~ SSMH ~2 D.B. 514, PG. 55 (EL. 9) Ine. In 0.6~ ~ ~ ~ Top 5.0 (EL. 13) (EL. 15) (EL. 16) (EL. 17) (EL. 19) 2" BLOIf-OFF ASSEMBLY DETAIL
Inv. Out -0.68 I NOT TO SCALE
25 L @ .4 o CL Inv. (-x.40 I
55MH ;w I I I
Top 5.0 I j rn rn rn rn x x
CL Inv. (-)0.50 I I I I ROY W. KNOTT DTT - ~ " ;ti
20' I I 20' -E WIFE ELEANOR D. KNOTT 1. NOTT U' ~I ro m K Zvi ~ 3
4 UTILITY 4 ACCESS I I UTILITY t ACCESS D.B. 720, PG. 212 EASEMENT i j EASEMENT I .212 ` i ; ~ rr
I I
I I I I 1 14 LF 8" 55 I I ! I I -
I I @0.4090 I ! 1 f
5 I I ! I I i I O' PU LiC ACCESS EASEME
2' Blowoff I I 14 13 d' I I ! ~ PP i I ~ I
I I ! I I 55MH N3 12 11 j ~ PORTION OF
~y PRIVATE BOAT RAM j I op 5.0 20 LF 8' DI 55 from I LOT I I I
w SEE SHEET 5 OF 5 ~a 8k6' Tee I I MH. Sewer installed I A W 3.5' I I ~ Inv. 0.06 below water main. ~ Z ~ FOR DETAIL UTILITY t 3 6' GV / ~ ~ ' I
I I ~ ~ ACCESS i I 140 LF 8' S
Q ~ EASEMENT 6" Water 5, I I @0.40% H 114 ~ I I i
~ ~ op 6.3 IOOLFB'S ox y
F.] ~ CU Inv. 0.70 @0.4096 ! ~ ,~Ir ~ ~ I ~ H
ti Q 0~0 20'x20' ~ • . ' t,. 13' Pnvate Access w/ 12' Wide Aspfult Drnne 1 ~ SSMH ~5 v! Q~ Sign 2a ~ x fn PORTION OF ~
~ Top 9.5 Vja; Easement ~ Went ~ ~ LOT 10 Z
a ~ CU Inv. 1.10 I N 0 ~ r ? `lid: r I Exlstin Dune Cross er ' '
SSMH M6 ~ - ~ ~ ! I U 3.5' I I I g ~ i to remain
UTILITY 4 op 5.3 ~ ~ 1' I I I I O
ACCE55 2 Inv. I _ ii 62 LF 8" SS 6" FH Install 40 LF 6" ~ ~ ~ I I
a EASEMENT i ! ~ 0.40°/0 8' x6" Tee water from to to d ~ ~ ti ~
1 8"x6" i i! 6' GV plug 4 block. Route ~ u! Reducer ~ ~ i ~ 8 Tee water over 8" 55 ~ r ~ y- :ti~.
r..l i i! 8.. GV ~ ~ 6" GV i i i ~ ii ? ~ I COMMON AREA Z I
8" - 22 112° Bend ` ~ , i i 15' UTILITY EASEMENT - - - 'r - - New Private Cro55over NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE.
i ~ ii ~ ~ ~ 8" Water ~ P
i ~ ii ~ i ii 'i TYPICAL BLOCKING DSfAIIS
~ ~ ~ 6 8" - 22 12° Bend 3 Typ. i 1 ~ " Ta 6" FH 8" G
8 8" - 45° Bend 6" FH f lo'PUBLIC Oleander ~ 6°T~ ~ 6" Tee C NCRETE THRUST BLOCKING SCHEDULE CONCRETE SCHEDULE
8"-45° Bend I j j ACCE55 EASEMENT 9 6" GV ~ Court 6" GV ~ VERTICAL BENDS ~ i PORTION OF
I I. 8" Water I , 45 R W ' LbT 9
I II ` FITTING BLOCKING AREA (SQ. FT.) MIN. CU. YDS. CONCRETE MIN. CU. YDS. CONCRETE
8"-22 112° Bend i I i SIZE ~ I TEE 90° 45° 221/2_° TEE 90° 45° 22112° 90° 45° 22112°
II ~ II ~ ~ I
- I II ~ I II ~ 4" 0.8 1.2 0.7 0.3 0.13 0.13 0.13 0.13 OJ 0.4 0.3
I 6" I.9 2.7 1.5 0.8 0.13 0.13 0.13 0.13 1.3 0.9 0.5
~~r I I I I I I I I 8 ,0V I i i ~ ~ 8" 3.3 4.8 2.5 1.3 0.13 0.13 0.13 0.13 2.5 1.7 0.9
8" PT 2" I I I I I I I 'PUBLIC I I I ~ 0 2 BO I I I I I I 122 ,
ACCE55 EASEMENT I I I ~ rn i rnrn x I 10" 5.2 7.3 4.0 2.0 0.13 0.3 0.13 0.13 2.5 2.8 1.5 x x ~
! ~ I ~ 48 , ! 1 ! 4z , ! 43 , ~ 41 , ~ 45 ! ~ 46 ! ~ 47 , I 4~ I I I I I I mcTi ~ v 12" 7.6 10.6 5.9 2,9 0.3 0.4 0.3 0.13 5.6 4.0 2.1
I I (P <i 3 3 I
I I I I I I i I - - - - - - ~ rt ~ ~ 16" 13.3 18.9 10.2 5.2 0,5 0.9 0.4 0.13 9.8 7.I 3.7 to
I I I I I I I 18" 22.5 32.8 17.3 8.9
I I I I I I I I I I 11 I GRACE BLAND CRUTCHFIELD ~ _ ~ I I I I I r f n r in h above table are based on the I NOTE: Areas of bloclang and approximate ya ds o co c ete t e r
I I GRACE'S HAVEN ! I - HEIRS SUBDIVISION - ~ Z1 , ~ following data: 2000M sod pressure and test pressure at 150 p.s.i. (blocking a ea subJect to
- SUBDIVISION - M.B. 5, PG. 66 ` ' M.B. 7, PG. 17 I PF ~ change based on vaned sod conditions and shall be done so at the direction of the Engineer).
I I I
EXISTING
WATER dSEWER NOTES R-5 ZONE I
J - I
I . Potable water supply and sewage treatment to be by the Town of Surf Gty. I I . Contractor shall notify the certifying Engineer, and the Town of Surf Gty _ 2. Location of ex~stmg water mains and sewage force main at least 48 hours prior to commencing any work, inspections, sampling I ~ ~ ~
~ are approximate only and shall be field verrfied prior to and pressure tests. I ~ ~ o )1 i
N commencing work. Any discrepancies should immediately 12. Chlorination and pressure tests required In the presence of the I be pointed out to the certifyng Engineer, Onslow County certifying Engineer and the Town of Surf Gty Utilities Department.
I" Water De artment and NTWES, I p 13. Contractor shall furnish negatwe bacterial analysis results and 24 hour
° 3. As of January I , 1986, anyone digging nth mechanized equipment chlorine residual results to the certifying engineer for final acceptance. I - - - - - - - - - - - - - - -
mhighway right-of-way, private utility easements, or public spaces 14. Contractor shall maintain comprehensive (depth and horizontal locations) wdl be required by North Carolina law to give notice of the proposed field "as-budts" for all installations and submit them to the certifying SURF CITY TWP„ PENDER CO., NORTH CAROLINA
~ excavation to ail the existing area utilities at least 2 working days Engineer. 0 ~ owNER: DR. FRED B. LOPP, DDS
before starting to dig. The utility owner is to locate its facdibes 15. All units have mdiwdual sewer sernces installed by the contractor. in the area of the proposed excavation. Utility members of ULOCO Water sernces are to be installed by the contractor ~n accordance with the _ _ _ . _ _ ~ 530 NORTH SLAM AVENUE
can be contacted at I -800-632-4949. Town of Surf City requirements. The Town of Surf City Utilities Department will o 4. Flood zone information taken from F.I.R.M. Panel: CPN 370186 0008 D install the water meter at a later date on an as-needed basis. ~ ~ ;~•~4., ~".X~~,;~^,~ GREENS60R0, NORTIi CAROLINA 27403
~ Town of Surf Gty with effective date January 2 I , 1998 E Map Index 16. All construction Hnthm D-O-T right-of-way shall be in accordance with the °e"~x~rs~.>f(? [phone]
m dated January 22, 1998. NCDOT requirements. D-O-T officials shall be notified 48 hours pnor to a 5. All sewer manholes wdl be bolted down water tight lids. commencing work within the right-of-way.
~ 6. All proposed sewer mains to be PVC SDR 35. 5ernces to be 4-inch SCH. 17. Ali water installation materials and practices shall meet the Town of Surf a ~ n_ i ~ , ~ ~ ~ ~ GRAPHIC SCALE: I -40
a~ 40 P.V.C.. Gty specifications. ~ 121 DATE; / 8/00 ~ ~ ~ ~ 0 40 80 120 I
~I 7 Ali water mains to he P V C ASTM f1-9941 ASTM D-17H4_ A9TM f)- I R~9 i a nu J..,4.~.LsJ M L...eeLl i.. <<.LJ,.~.! .u,4ln., I J......[
L 7 n 200 P.5.1. pressure rating. completion of work. i • II_ I
D 8. Water mains shall be buried to a depth of 30-mche5 unless otherW15e 19. For other detailed construction information, See plan and profiles, • SCALE: I -40 FEET ''jinn psi`
co noted. detail sheets and 5pecihcaton. 9. Water Imes shall be at Ira5t 18 inches above or 10 feet hor¢ontally
a from sewer mains and sewage force main, or be of ferrous material. C- Parker & Associates Inc. Qing HOrizo
0 10. A minimum vertical Separation of 12 in. shall be provided where storm r cn drainage pipes cross the Sanitary sewer mains (including Sewage force main), Consulting Engineers - Land Surveyors - Land Planners FIELD BOOK A A P.O. Box 976 - 306 New Bridge Street
TD or the Sanitary sewer should be constructed of ductile iron pipe. DI5SK K NAME CAD 598 ~ FILENAME: 81nd5h Gen.dwg ZLF Sheet of 5 Jacksonville, North Carolina - 28541-0976
Rev. -01/08/01-ZLF-Change street name. JOB NO.: 0000614-2842 - - Phone [phone] - Fax [phone]
CD Rev.-01/04/01 -ZLf-Rev. per 5urf City review. CO
3
U

~°~'~c
[x5i. do Me "Pr .3h
6" ~rM Curve Data Delta=17°33'35" Planter Island. AG,
R=230.00' ~ rn ,n rn ~ ~ o Crown for positve ~ -t 0'r~ ~ 9 drama e. C° w L=70.49' , i ~ S9
PORTION OF Match ~o rn r ~ v\ x 7 23 °i ro ~ Tan=35.52' I I I existing ~ ~ -3 h ~m ~ x x 8.03 p w Ch=N27°29'22"W 10' PUBLIC I I I I I I I
LOT 9 pavement n v n co i I~cO NI ~ x 5.66 ro to I I I I I I I
elevation ~ ~ hNO ~ 0, L=30.96' L=10.00 70.21' ACCESS EASEMENT I, ~ 8" 45° Bend Q I I I 15.5+ n o m 1-+ - ~ I ~ M x 7.3 L=8.36- rn N ~ Z ~1 ~ ~ I I
3 typ. - L=56.74' L-8.78' x 5.58 m ~ row C ~ / / ~ 1 1
- - ~ N PP 98.61 8" - 22 I/2° Bend ~ , _ ° m w w Install 40 LF 6" ~ ~ / / ~ 10.33' 8' 22 I/2 Bend ~ w A w ~ ,
8" Tap ~ , x v` 8" Water ~ ~ .ZO SSMH #4 N - O water from tap to ~ ~ 0 / New Private Crossover _ POT = 2+ 18.08 N rT ~ 15' UTILITY ~ ~ ~'j , b~
8" GV - - - - - ` ~ Top 6.3 plug 4 block. "Route rn EASEMENT ~ / ~
COMMON AREA 0' 16. I v ° ~ ~ x 1 ~ 15~ ~ ~ Inv. 0.70 m water over 8 SS ° / ~ 8"x6" _ ~ ~ S36_I 5 20"E 13.8 M8~ ~ ~ x p ~ N58 40'24"W ~ Reducer .0 , 3"x6" Reducer ~.0 ~
tabdiz •44 0 ~ x 20.3 k+~00 - \ 8 72 U 0 6" FH 21.76' /i i 6" GV ~ ed ~ :,:ff:~ ~ 86 ~ 0 ~ 8"x6"Tee 3. / ~ onstruction ~ t , ~ •8~~ C o II 8" x6" Tee " ~ r ~ tO' o" GV ~
Ewstmg Dune Crossover EC x 21.98 x 19.91 x 77 ` •0 ~ ~ x 4.92 ~ ~ a w 6" GV 6 GV ~ / / / ~ ~ D" - - ~ .g 27.23' 23.35 ~ . N/g°4 ~ ` .51 x ~ tq- - - - - - ~ li L,~s ~ LEGEND ys ~ 3.73 EIR - Existing Iron Rod
73~ \ SSMH ;Y6 2 ECM - Existin Concrete Monument
1 .71 ~i~23q"w - L,2g. u0i 3't L=9.78' / _1.23' \ ZZ55 I ~ I I j 97.07 ttPOT = I +47.65 \ ~ ~ 05 L=35.5 ' ro ~ / ~ ` S \ s ~ g l~~ ~ Top 5.3 3 5, ~ -Centerline
x 9.07 ~ :58 1 I~ I-~-- ---1----- 6.1 ~ ~ 5 44.63' 30.19' x 18.0 / I . 10 MBI. I 40 3+ ~ ~ PO TI 19.40 6 ~ r L=30.9'' x 86' R ON OF 0 . ~ _ ~ 6 I 22.53 ~ ~ ` ~ ~ ~S ~ ~S ~ CL Inv. 0.31 Ut~l~ty 4 SSMH -Sanitary Sewer Manhole
LOT I 0 x 0.07 ~ N , ~ I 20"x20"x 18.0 k I; L=4.86' ~ ~ ti S ' " - - ~ 2" Water STA: 5+ 12.92 ~ 1 2.92 Access N36°I6'10"W Easement EMH - Exlsting Manhole
I ~ ~ 130' $i n Esmt. ~ID - - ~ ~ t CL CDS 4.3' RT ~ I Q x i m a J NI L-10.95' ~ \-2.81 5.79, ~ - 4+00 3 RT ~ 121.93' J _ SS -Sanitary Sewer
First Line of Stable Natural ~ F-~ ~ ~ MItLOP See Sheet vl ~ ~ I ~ - _ ° _ * 5.5 - 5+00 N ~ 01~ SSMH #5 MH Ven ~ y N36 16 10"W 5 I Vegetation Surveyed on ~ ~ 8 7 rD 5 of 5 for I ~ 10 N L=7 48' ~ ~ 5 h ©x LF -Linear Feet
~M,.1 M _ 1 ~ I~ Top 9.5 L=7.84' N w ~ 20,0 , ~ ~ July 12, 2000 by ~ N W vp EC ~ entrance details. I In O ° 100 LF 8" SS ~ ~ 4 _ ~ _ I C} v. I .10 ~ a ~ h ~X L= 13.06' 13 Private Access w/ 12 Wlde Asphalt Drive ~ GV -Gate Valve
Quadrant Surveying, Inc., P.A. ~ ~ I _ I / row @0.4090 ~ 57.0 ~ -1 - - f - PT -Plug Tapped N36° 16' 10"W
°p f' i - N 7 62 LF 8' SS X14. I ~ I w ix 25.41 ° ~ O x 4.85 ~ ~ 54.71' R- ti - - ~ 5361520"E rn ~ L=20.31' I I ti ®o.ao~ h ti`p`` /mv 123.5 I' 3.5~ PP -Power Pole
" 5'-~ I Oil` `5 i ~ ~ x 24.99 169.74' Curve Data g ~ ~ - 140LF8 S / i, y ~ ~o• / ~ Utility t S.T. - 10' X 0' I h h 7 S g t Triangle
I ~ v ~ ,x Delta= l 7°32'45" @0.40° 15' MBL I I ~~'0a ~ ~ ease ent MHWL -Mean HI h Water Line 9
I Q I~ r R-230.00' x 5.37 I P 23~ ~ MH ~ PORTION OF v' ~ xl 27.53 L=70.43' x 4'91 20 LF 8" DI SS from I I \ + '3 • ?3~ ~ MIi Ven 3 P.O.T. -Point of Tangency P.O.C. -Point of Curvature
L T I I a O i Tan=35.49' Z ~ MH. Sewer installed SSMH #3 I I L=17.4• ~ y i ti 0 ~ I 11 - ~ ~ 12 below water m m To 5.0 I I _ ~a ' !d ti. es -Street Light
rn rn N O Ch=N27°28'58"W ~ w~ s z a p I I L= 11.24' ~ rn Y ~ I 70.16' w a ui S N Inv. 0.06 I I I ~ F S 11 /.17 I w ~ w x 4. i 4 Ck I I 5.35' 2" Blowoff ~ s F~ S
-t m I ~ m 17.49 I ~ ui x ~ ~ N I I » » 6` O •0 ~S o - ~ I I w 13 Line A ~ A slit ~ • ro ~ ,i ~ PF ry -4 x5.33m -w I F Silt 1 -Lot Number
_ ~ ~ u ~ i ~ m _ ~ ~ ~ 114 LF 8" SS I z ~ v fence O ~ ~ I 22.23 rn w @0.40 I -w ~ fence _
~I~1.01 ~ Ow IN° f - o i_~ i 5 r ~ ~ - Ad omm Lot Number \ 1 , J 9
Cxist rn 14 I uN I ------4--------Exlsting Contour
i;' SFM I ~ I 20' 20' I ~ UTILITY E ACCESS - - - --Flood Llne
UTILITY 4 ACCESS] I EASEMENT N Z 4 - - - - - -Wetlands Llne N
EASEMENT I I ~ w ~ - - - ama Lme A u°
i ~ w ~ SSMH # I ,J_, SSMH XI - - - --Mean High Water Llne
~ ~ Top 5.0 I j Inv. (-)0.5( Top 5.0 • -Sewage Force Mam CL Inv. (-)0.50 ohp -Overhead Powerllne
25LF8' @0.4
SSMH #2 ~ 25 LF 8' x EMI1 Top 5.0 ~
I Ru, 5.0. RCHARD D. GOFF ~ Inv. (-)0.40
--t WIFE NANCY E. GOFF- Inv. In -0.62 Inv. Out -0.68 D.B. 514, PG. 55 EXISTING I ~ onnect new sewer
PUMP STATION to existing manhole ;r
M.B. 25, PG. 50 ~ @ Inv. 0.60

25 LF ~ @ .4
ff ff ine
ff
N
oC
- u~ _ ~
-'W - - - ~ ~ OIL ~ K ~ ~ O ~ 0 _
- u - ~ - - N O ~ o - o -
N ~
m ~ ~ ~ -
- _ + +N III m rN O sit NO ~lD •r z(~~ mr - U Q
u o ~ m~+ _ = U1 ~ ~ t ~ r N = In -
Nw Nw ~w-v(~' ~w I- 0 >~0 ~ ~ > J J H o ~J F- 3NNt- ~wz 3~N~ ~~w-~c~ ~w 3NNF-- Uw3tnN~ • Q) ~ ~ ~ - 1- 1- I- - - -
~111Nf- uSc~~ ~N~~U~F~- 'S NN ~
~
- - I t
- t
II - I I 25 LF - -
- ~ I _ I125LF
t II I I (e3
I 10.4 114 L -
Ex. 6" SFM t I i I I
- ' ~J L
- t S _ Ex. b" Water I 9 - - -
- 1 t
- t
t - - 1
t - O -
NOTE: 2~ - ~ . Nl0 O
Contractor shall install excelsler ut / ~ ~ / ~
~ ~ - O ~ v -
N rut slopes of Pxi~ti a r~unP nPa - v~ _ > > _ C C - > ~ In
entrance to stablllze. ~ - • o ~
o - N _ _ _
~ - - 1.~ .U ~ ' ~
n Q _ Water W W ~ ~ C C
r, 0+00 I+00
' 6 - 140 LF 8" SS @ 0 4pg0 0 4090 ~ -
o
~ _ 'pill}1}B11}pplAll// ,
c . oqa yAPQ / OWNER• ~,o ~.N@l.. N ~
~ ~ MH. Sewer installed - - ~ Q~ ,Q ~ "i
a ~ ~ O O lD - DR. FRED B. LOPP DDS ~ ;4~' ~ . . 1 =
~ _ _ - a - ~ lD - O O O 530 NORTH SLAM AVENUE ~ ~ ~ 0
al w w ~ > > > GREENSBORO, NORTH CAROLINA 27403 " ~ ~ t(~;a c^ e
L - C C C L [phone] ^.,'~I ;
n~nn ~ ~ nn • SURF CITYTWP.. PENDERCO.. NORTH CAROLINA 'A<<~On,"";:""rr,~'~~ ~o~'~
-T- tvv +uc~ 4+00 5+00
m SHEET N Parker Associates, Inc. pus xort
c- s~Q z,~ Consulting Engineers - Land Surveyors - Land Planners _ _
0 cr) P.O. Bo: 978 - 308 New Bridge Street
28541-0976 DISK Acad 59813 Jacksonville North Carolina -
ro Rev.-01 /08/01-ZLF-Change street name. Phone [phone] - Fax [phone] (910) FILENAME 61nd5hr PP.dw _ 9
m Rev.-01 /04/01-ZLF-Rev. per Surf City review. LO DATE 12/18100 SCALE Vertical I"=4' DRAWN ZLF DESIGNED GRM J013 NO
3 O 00006 14-2842 Horizontal 1 "=40
U

~ ~ ~lp ~ nt i
~ '.I yf ~ N I
t` i ~ it I'.','t i"I ra ~ ~ -,-t i MI ANl I II(,I I
i 1 - i ~l I ~ ~ r ~ I~ N ?x6 r I RAILCnP 1- I r BEVEL EDGES 318" q" I
2xq P.1. lOP RUNNER ~ I T 1 ~ [OAS AL
I l- G~x4, f't)SI WJ :~Iq" (.FIAMI f F' 1
C11 b, ' ~1 , IUI' (IYI'.) I VFGf_TAl10N I 1 I_IN( I 1
~ I 6~I.~; ~ li m1 1~ - ~ ~ ~ I Fu•st Lme~ of Stable Natural ?x6 f' 1. MIU KUNNCR U N ~ ~ ~ ~ 3 5, 1~.I.j
cI ~t',~ ECM n 1 'x ~ k ' ~ H I Vegel:atlon surveyed nn 70 70 ~ ~ I 3 UTILITY d ?xf, i' l f)FCK 130ARI~ t•-~ h+1 I ~ ~ - ACCCSS I
WI 10 s~ I ~ ! Jul I2.2000b I Sign , I ~ Y Y ~--I I LASCMCM-- I
o I Easement - ~ 4', N ~ hI~~II ~ Quadrant Surveying, Inc., P.A. 1 ~ I: N ~ ~ M'~ Mai ?x4 P,L LEDGCP ~ ~ EIR N ~ I 55 10'
~ I ~ I, ~ ~ ~ 'I ~ ~ ~ I I - O CONCREI E I
~ I x D1 t ' kp (,u (A r \ ° , ~1 i, ~ - ~ PORIIC)N 0r m ~ 0 3 PIER BOAT RAMP I
1 _ ~ ~n ~ I~, t-3I.58'~ W 5 ! ~ ~ ~ I 101 IU p ) ~ J I ~ I } A p.,a
I I ~ I I V ~ I ~
1 10' MBL I 1~' ~ ~ ~ ~ ~ I ~ ~ ~ Existing Dune CroS~,ovrr f I w z ~ ~ - ~ ~ ~ V ~ I ? (17PJ ?x 10 P.1 -r l ~ DOCK p ~ I ~ + ~ ~1
1~ I to remain. ~ ~ i 97.0T I I: ~ ~ DECK _IOISI > ~y I ~ ~ I~ ~ ~ ~ .D ~ ~ 13' Private Access wl 12' Wide As halt rive ? ~ P ~ AVL ~ I ~ t . I EIR
1 ~ I I ~ ~ I N36° 15'70"W I GRND "1 I
- - 1 _ _ I t A - - - -t_
Stabilized ' 0 ~ BEACri ACCL`SS 120.5f~' I to o ~ \ I ~J I I ,3 PICK N
1 ~ GonStrUCtion I .p - le I , 1 ~ ~ - ~ ~ ~ r 1' N I ~ I ~ TRANSITION 3 I
~ CM I s'I~~r'~rsrri~_. r ~'_t .rtrlr~rtir ~ NOTF~ 1 ~ I I ~ PIER TO EXIST. GRADE NOTF~ ~ ~ I ~ I I
1 ')ij)~t~'>t~~L ?SiStStt ' 1 l~~rG foil 1O I1F n MIN. UFPI N n' O" f~f I OW (:RAI7F ~ I I ~ I
~ ~ 1 i ~ ` 1 11 ~ ~ t r~,Kr, Pn`il i'. ~ ~ ~ i a . , h-y I ~ I ~ ~ 3.5 ~ ~ NIGt11lOW ~ I I I 2 UTILITY 4
- S36° 15 20 E X 16. I Planter ~ ~I I (f ALL / SI10RT) I I ACCESS
~ Island ~ i-I > > ~ 1 10' ~ COMMON AREA ~ I~ ~ ~ ~ ~ 1 MAR511 GRASS I ~ I ~ LINE EASEM[NT I
TYPICAL 3BCTION THRU CR0330VER ~ I I I I I I 1 n I~
Stop Sign I _L(1 St _ ~_L ~ ~ 1(2 Match ~ !L. , ~ I existin ~ ~ I 'New Private Crossover SCALE 1/?"=1'-0" ~ I ~ I'
~ ~ ~1' ~ avsment I ~ ~ ; ; I p I N p, } I ~ Y 1 ~ I ~ ~ ' 4 ~ I ~
~ Street Li ht ! elevation N N 9 hi~, ~ 15.5+ ~ o N36°15'20"W I I ElR ~ ,
~ - ---1--------- ~ I ~ / a ~ 5 AEC I } I
98.61' ~ 50 TAP R $ ~ I~ 120.25' i I ~ ~ I I I I ~
~ Y~ ~ BOTTOM I I ~ ~
- 10'MBL - StreetS~gn ~ _ ~ro ~ 5110T.5 I I I
L=30.96' ~ m ' ~ I WATERWARD ~ I EDGE OF I I
~ ~I ~ MARSH
y ~ ~ 0 ° our can er L; N PLAN VIEW
\ - Y; ; . Q1 POR110N OF ~ _ I ~ I I OT9 5U SCALE: I "=20' SLOPE SLOPFIENGTH(FT)
c 2% I
~ St N 21 ~ C~ Cn ~ 5 I 2 TO SNo 75 5 f0 10°/0 50
9 ~ ~ ~ to ~ d 6~.. ~ I 10 I 0 10 ?0% 75
~ ~ V/ I ~ .9 f', ~~~'i ~1;" co t~'; X20% i5 PANEL 8 PANEL A
REF: FRi ~ ' ~ V. A REF: EROSION AND SEDIMENT CONTROL PLANNING 4" CONCRETE PANEL CAST IN PUKE 6" CONCRETE PANEL FORMED ON AND DESIGN MANUAL D.N R.CP 1,988. WITH 6"X6"X 10110 WWM TIE TO 6 MIL PLASTIC BOND BREAKER. WITH
~ F, r- I PANEL A WNH EXTENDED REHABS b4 REHABS (7a I'-0" O.C. EACI1 WAY.
~ L~ ~ I N h' ~ L EXTEND BARS 2'-0° ON LAND FND MINIMUM 2" x 2" x 48" 1011[ WIT h PAN[/. B.
~ 1 WOODEN POSTS OR 0TI1FR APPROVED MATERIAL NC1L GONC.R[1CT0 BL 3000 P51
° I 60.00' ~ II9.66' N 37 00'00" W s
~ EIR ~ N 37°00'00" W 179.66' NoTE_ BURLAP ;HALT 149.97 y ~ NOl fit IISLf) J1G BURLAP `;FiM.I tiM~ 71 Bf 119FD qr y~4,~
'P I ~ I I
~Qg WELDED WIRE MESH hiPI1AL1 "s DRIV[ MEAN LOW WAl ER ELEV. ~0.0'
d
I7%
ENTRANCE DETAIL w NOTE , +
SCALE I "=20' SPACING FOR WOODEN ~ ~ 15% SLOPE POSTS SNALL BE: COMPACTED ,
SAND HASE ~ EXISTING BOTTOM ~ I) 8 FEET MAXIMUM
WITI1 WIRE M[SN OR
i, ~ 6 FFE1 MAXIMUM
DIRECTION OF P,UN OFF FLOW WITIIOUT WIRE ME511 PANEL "B" ?0' PANEL "A' 35' UOTAU ON OF F FLOW wnn eXTRA sTRFNrm
wooDEN PosT FILTER FABRIC SECTION
' Wf LI WELDED WIRE MESN
BACKFILI r CONCRETE BOAT RAIiP DETAIL
EROSION 3 SILTATION CONTROL FABRIC :OSION 3 SILTA110N cv NOT 10 SCALE ~N1R01 FABRIC GP.OUND LINE
~
10. I~~ VARIES ~ % 74'MIN.
I ~ y ~ • EXTRA DEPTLi REQUIRED
FOR NON-STABLC SOILS i,
2x6 P.1. RAICCAP BEVEI EDGES 3/8" StCI ION VIEW
2x4 P.T. TOP RUNNER
TYPICAL INSTALLATION OF 3II.T FBNCB NOl 10 SCAI_C
(TYP.)2x2 P.T. PICKETS ~ @ 6" O.C. CHAMFER BOI. N
2x6 P.T. MID RUNNER e 1/2~ EXISTING ROAD
c -
5'0' IANDING ~ 0
z
AVC.GRNU. 6 "
II
RAN R/W O
n
0
~~a~ 6" 50' MIN.
2x6 P.T. DECK L[NGTti BOARD 0~ rrnCK
OQE I
CONSTRUC110N 0
e Irz• ~ [NTRANCE
PROFILE
0 0 (312x12 P.1. 2' MIN.
0 0 STRINGERS (2) P.T. 2x6 (SEE NOTE) 0 (T1P.) 2x4 P.T. TREADS (IYP.)
I'3 II4" PLAN VIEW LEDGER MIN. (fYP.) 2x 10 P.T. 6x6 P.T. POST (TYP.)
BOLT (2) PJ . 2x 10'5 UFC,K .IOISI
TO 6x6 P, POST WITH ,~TABIIdZED CONSTRUCTION ENTRANCE
(2) u2"m GALV. Bous NOT TO SCALE 45' RIGHT OF-WAY -
6' MIN. 18 PAVEMENT SNOULDFR
1 f7-0' MAX. Construction 5pecihcations 114" PER FT. MIN.
I 5tonr ~,ve - U-,e MSI IA am No. 7 11?" I o I or M51 I IO J dcr,ignalum M43. ~,in• No. ? I/,"' Iu I IG'") Ih.c i° PC R F001 r 3 ti
N CfUShed Stone- 3~
2. Length - As effectwe, but not less than 50 feet. 0 3 Thickness Not less Than six (6) inches. 6" A.R.C. i 112" B.C.i1:.
N 4. Width Not less than full width of all points of ingress or egresz. Minimum of 17, 6.
iN 5. Wazhmq Whrn nrcrzsary, wheels shall he cleaned to
~j remove srdimenl tnior to rot nnrr onto puhhr~ nghl nl ~ way. Wlien wa~,hmq is regmred, it shall hr done on ,ai ~v
area slabilved wdh rru~~hrd ~stonn winch drain-~ into an approved sediment trap nr sediment bazin. All sediment SURF CITY TWP., FENDER CO., NORTH CAROLINA
cD shall br. prevented Inxn rnt.erui~l any storm dram, dd.cli. 0 ~I~I,f ~PA~,~
ur watetcuurnu Wiroucjh u~i; ui •,m idbay;,, yi.wr:I, bo.n d'. C or other approrved methodz_ owNeR: DR. FRED B. LOPP, DDS
~ 6 Maintenance The entrance Shall be maintained in a ~ NOTES: enndiL~on which well prevent trackuiq or flowing of
o ~ ALL POSTS TO BE PRESSURL TREATED sediment onto public nghts-of-way. This may regmre RESIDENTIAL COLLECTOR -LOCAL RESIDENTIAL ~3o NoRrh SLAM Avr=NUB Nor To scALE " 6REENSf30R0, NORTH CAROLINA 27403
~ ~ LP33 SALT 1REAlED penodir Lop drez~nq with additional clone as conditions ~ O demand and repair and/or cleanouL of airy measures razed to [phone]
m ALL O1HER IUMBCR 10 f51~ PRE`i`~IIRf IRfAItP tr'ap'~rrlinienl All •,r,iunrnl, '~polcd, dropped wa~,lv~~l rn ~ LP77 SALT 1RCAlED. Irarkrd ontr~ I~ubla nyld~• nl way nnr,t be rrnuwr,l
unrnrrlialrly. t
~I L . DATE: 12/ 18/00
L c _l o~
cn
TYPICAL ELEVATION VIEW SCALE: AS SHOWN
OF CROSSO STAIRS
5CALL 1/2'=1'O' 0 Parker & Associates, Inc. , SUB Hors Sti P
L cn FIELD BOOK: rda Consulting Engineers - Land Surveyors - Land Planners
c DISK NAME: ACAD 5958 P.O. Box 976 - 306 New Bridge Street FILENAME: BldShr Dtl.dwg ZLF Jacksonville, North Carolina - 28541-0978
REV. 01 /08/01-ZLP-Rev. per 5urf City review. m REV. 12/22/00-KHW-ADD BOAT RAMP DETAILS eet o JosNO.: cooo6la-25a2 - - Phone [phone] - Fax [phone]
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