20021159 Ver 1_Site Plan_20020710

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n
CAMA Line Survev Points: 404 Wetlands Surv 171 147 130 ~urvey Points: i ~ ---~-----M--- 137 101 ~ m
a
0
35.86' N65°0'28"E 35.9 S54°40'W 20.5' N62°02'W V 16.7 S41°02'W 18.1' S29°29'W ~ i ~ y
172 148 131 138 102
25.05' N49°48'5"E 38.3' N79°17'W 27.7' S57°10'W V 46.1' N86°20'W 23.5' S57°46'W } ~ NC Hwy
173 149 132 139 103 ~ 210
13.68' N31°19'50"E 39.4' S55°19'W 25.T S12°59'E 11.8' S59°20'W 22.4' S07°17'W ~ ~s~~. 1.8 mile
174 150 133 140 104 ~ -l" 50
30.15' N44°5'46"W 33.0' N60°35'W 24.6' N72°44'E 20.3' SOS°58'E 32.6' S64°4TW I
175 157 134 141 105 --L--------
27.09' N66°4'10"E 29.5' S58°32'E 39.1' S41°20'E 50.3' S18°24'E W..=~ 3n
176 135 142 106
30.7T S79°13'25"E 20.1' N57°32'E 21.0' S43°27'E 26.0' S59°27'E V~Clll~t Ma NsTwSm
~n 143 107 y p
16.06' N85°6'44"E 39.9' S87°31'E 38.7' S04°45'E
178 144 108
34.87' N73°34'19"E 28.0' N59°22'E 31.1' S49°53'E
179 145 109
27.90' S86°1'29"E 25.5' N86°37'E 42.T S59°26'E NOTES:
180 146 110
14.17' N72°50'25"E 23.9' N44°26'E
187 111 1.21 LOTS DESIGNATED.
31.58' N51°52'45"E 20.4' N46°32'E
182 112 2. UNDERGROUND UTILITIES AS PER JONES ONS 21.4' S89°o9'E POWER CO., BELLSOUTH, FALCON CABLE AND O 113 qS MAY BE REQUIRED. ONSLOW
25.13' N74°19'40"E / \ JD OTHERS
16.3' N48°22'E
114
13.T N39°43'E 3.PUBLIC SEWER AND WATER SUPPLY IN ACCOR 15 WITH SURF CITY AND NC DENR REQUIREMENTS. CORDANCE
\
.~d7`~ ky ,y \ 42.4' N14°23'W 'VTS.
its 4. C.A.M.A. MAJOR PERMIT REQUIRED.
l~71~ W W \ 20.2' N15°09'W
W W W 117
W W J~ \ CA.MA. 74.4' N&4°45'E 5. DEED RESTRICTIONS TO BE SUBMITTED TO 0
WetlaMS \ W W W W (4.29 AC1Qg) 118 PLANNING DEPARTMENT PRIOR TO FINAL PLAT
W W W 12.0' N86°37'E APPROVAL. .AT
119
W W W ~ 18.9' N39°56'w 6. EROSION CONTROL PLAN IS REQUIRED AS PE 120
W W W ~ W W\\~ Q S PER NC
NDSLINE $,6' N19°547'E DENR LAND QUALITY SECTION.
~ W '~g' W W . iE \ \ \ CA.MA~
o . ~ \ i~ \m~ lLl
y y ~ W ~ ~ - 11.1' S53°11'E 7. STORMWATER MANAGEMENT PERMIT AS PER PER NC
~ \ ~ \ ~ DENR WATER QUALITY SECTION. ~ 50.3' S38°40'E
/y ~ C1 S87°28'40"E y ~ i..~ >.e~ame ~.aa ~ 123
~ C2 S59°50'30"E ' 21 io'30"E 35.00 20.9' S14°02'E 8. ALL DRAINAGE BY SHEET FLOW. NO STORMW w•+aE a~.ao 124 TREATMENT. ;MWATER
~ ~ - b~~~ C3 S14°04'10"E ~ t ~
12'00"E 35.00 31.3' S39°14'E
~ ~ ~ \ \ C4 S31°42'00"E LOT SIDES 2' ~ Zo ~ ~,03~~ ~"1- \ 125 9. ALL STREETS WILL BE PUBLIC IN ACCORDANC X8.5' N77°11'E SURF CITY ORDINACES.
ANCE WITH
/ \ 126
Lot # Area (Ac.) Area (S. F.) 3?~3~ ~ 6 'ah 10.6' N30°05'E
1 0.25 10 977.97 ~t~°"ds o~'' ` d 127 10. ALL MARKER AND MONUMENTS AS REQUIRE 39.6' N22°23'w SURF CITY SUBDIVISION ORDINACE WILL BE INS \ 128 PRIOR TO RECORDATION OF FINAL PLAT. SIRED IN
2 ~ 0.25 10,697.72 _ x•75 ~ INSTALLED
3 0.12 5,019.53 19 ~ ~
4 0.11 5,005.50 ~ ° ~ ~9~ 3.27' N11°49'w
~ c~j' 10 y 11 ~ r> l' 5 0.12. 5,072.80 \ 129 11. CONSTRUCTION OR LAND DISTURBANCE IN 4 WETLAND AREA IN ACCORDANCE WITH C.A.M.A.
6 0.12 5,067.00 ~`r~ Uplands ~ ~ ~ ~ '.~a~~ IN 404
7 0.12 5,061.59 a:~ ~ M.A. MAJOR
8 0.12 5,056.10 ~ . ~ ` ,
i a r ~ ~m 9 0.12 5,050.63 PERMIT. m
10 0.12 5,045.10 water pine nom i' r~ Sandy Ridge Subdivision / / sue, : ~ s
11 0.12 5,039.64 , , ,o ~~,o o F , ~ \ 12. 404 WETLANDS TO BE FILLED IN ACCORDANC )ANCE WITH
t 12 0.12 5,034.18 ~ ~ ~ i_ ` UpbMa ~ U.S. ARMY CORPS OF ENGINEERS PERMIT. 4
13 0.12 5,028.67 d~ ~ ~7~•. ~ 0 1~ , 3
14 0.12 5,02.13 ~ , 3`~
15 0.12 5,017.1 ' ~ • 3 °a ~ \ 13. ALL SUBDIVISION STREETS SHALL HAVE
16 0.12 5,012.22 ~ ~ 16 1 q \ REGULATORY SIGNS CONFORMING TO N.C.D.O. ~ SPECIFICATIONS AND SURF CITY ORDINANCES °2 SPECIFICATIONS. ).O.T.
17 0.11 5,006.74 ES AND
18 0.11 5,005.53
19 0.12 5,073.80 we~,a~ , s ~ : ' 20 2.19 95,478.82 , ~ ':.,15
~ ~ . \
21 2.08 90,895.96 ~ o ~c
D ~d ~ Y ~ ~ v F\ ~ \
/ s• ~r • i i ~ .
~ ss - ~ ~ 14
- _ - - e - - - i
Notes: y~~o ~ r j . • H~53 ~ Le end:
~ Qrs. .,13 , 3 s~ ~ ~ s~ P„c Waa ~~e g
1a ~ 'i \ LIFT
~ ~j / ~ / ~ d. STATION L'ft ~+tat~~n oOyP;
1: Total Area 6.56 Acres (TP, Inc. Property) ~ . ~
Total Project Area = 3.67 Acres , ~ ~ is ~ . \ 3~w~ F«~Me~~\ -Setback Lin
_ s~ s~ Minimum Lot Size 5,000 sq. ft. , ' `r ~o / Lines
A / ~ \ \ =Water Line ine
2. Zoning: R-5 ~°s
Wetbnds = Gravi Sew ~o ~ \ =Sewer Force Sewer Line
3. Building Setbacks: ~ s~ 'orce Main
Front Yard -15'
~ : = 404 Wetland Hands
Side Yard - 7.5' ~s~
Rear Yard - 20'
Side Yard, Abutting Street - 10' ~°f i sb.

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4. Developed By: T.P., Inc. , PO Box 2658 , Surf City, NC 28445 / / ~ / U londs
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[phone]
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5. Being a portion of Tract "A" as shown in
~ ~ I
Map Book 10, Page 76. ` - - ' / ,,p \ ~~n~~
1T' ~ ~ .~0~ \ /S i • P ~ / {:.•O ~ i
6. 10' Utility Easement along Frontage of all Lots.
1 ~ ~
Approximate Wetlands on Property ~ / / r~ ~Q. i C~
404 Wetlands: 1.28 Acres (55,566 s.f.) ' e o` ~
C.A.M.A. Wetlands: 2.89 Acres (125,888s.f.) / ~ J? / /
~P'
, a 404Wetlands to be Filled: 8733 s.f.
i
Coastal Wetlands to be Filled: None EL H- I ~ LIIWINARY
~2 ~ / Jg i 40
ROAD CROSS -SECTION
Not to Scale p~ R/W ' ~ y~+ \
45' R/W
20'
dm 1 4" foot 9 ~ Parmmnt Surface i/a" o.. mm swa ~ c.oa~e
i^-is i-tai-z 8. ~ . ~ . . o
n+anon
NOTE: Pavement surface is to be flush with finished grade. NOTE: Road surface will be sloped 1/4" per foot towards ~ 0 0
roadside swale. / , / ~~i P
i
Prepared By: Owner/Developer:
Walton Engineering TP, Inc.
PO Box 895 PO Box 2658
Burgaw, NC 28425 Surf City, NC 28445 NOTE: Adapted from a survey done by Danny Marco Padgett,
910-259-4800 910-328-6969 PLS L-2639, on November 28, 2001. n; r`'.i 1' (r-11 7, 7 7 77
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JUL it R~ 2002
c.5 v ~ v r-'
0 30' 60' 120' DIVISION Ot"
COASTitle: E D-OASTAL MANAGEMENT
Figure Project:
P1 Oceanaire D Revision Date: 6/26/-02 Date: 2/21/02- Scale: e Development Final Plat WALTON NCjIA 0 GIMENNCJ
tale: 1" = 60', Drawn by: JLW/GSF Project it: 200140 3140