85-08 OVERSIZE PLANS

PROJECT SUMMAR
PROJECT DATA,
OWNER/DEVELOPER:
CHARLES I. BAYER
PO BOX 436
HAVELOCK, NC 2W2
OVERALL SITE AREA;
6.14 ACRES
PROJECT DENSITY.
12 INDINDUAL UNITS
SEWER:
PRIVATE SEP11C
WATER:
PUBLIC WATER
SHEET INDEX:
NO. TITLE
CS COVER SHEET
Cl EXISTING TOPO
C2 OVERALL SITE PLAN
C3 OVERALL SITE GRADING PLAN
C4 SITE LAYOUT PLAN
C5 STORMWATER & LANDSCAPING PLAN
C6 SITE CROSS SECTION
Revisions I
BOGUE INLET VIEW
INLET LANE
CEDAR POINT, NORTH CAROLINA
GENERAL NO
1. THE APPLICANT IS REQUESTING APPROVAL TO
DEVELOP AN R-20 DUPLEX DEVELOPMENT IN ACCORDANCE
WITH SECTION 15-350 OF THE TOWN OF CEDAR POINT ZONING
ORDINANCE.
e1
2. THE APPLICANT SHALL ADHERE TO THE MINIMUM THIRTY (30) FOOT
T4 _
SETBACK FOR ALL STRUCTURES.
• _
3, TO THE BEST OF THE APPLICANTS KNOWLEDGE, THERE ARE NO
. '
ENDANGERED SPECIES CURRENTLY UTILIZING THE PROPERTY AS A HABITAT.
4. THE NUMBER AND SIZE OF ALL REQUIRED HANDICAPPED PARKING
SPACES SHALL BE DETERMINED BY THE BUILDING INSPECTOR IN
#��I xyr ,
yy
ACCORDANCE WITH NORTH CAROLINA BUILDING CODE.
5.THE PROPOSED LOCATION FOR THE CURB CUT SHALL BE APPROVED BY
NCDOT, THAT THE TOWN OF CEDAR POINT SHALL BE PROVIDED A COPY
OF THIS APPROVAL,
6. THE BUILDINGS SHALL BE SPRINKLER PROTECTED IN ACCORDANCE MATH
NORTH CAROLINA FIRE CODE.
w+ .,
7. AN AUDIBLE FIRE ALARM SYSTEMS CONNECTED DIRECTLY TO THE COUNTY'S
COMMUNICATION CENTER SHALL
BE INSTALLED AN IS SUGGESTED TO BE
CONNECTED DIRECTLY TO THE WEST CARTERET FIRE AND EMS STATION.
8. SITE AREAS;
TOTAL SITE AREA = 283,416 SF, 6.506 AC
TOTAL BUILDING AREA = 21,952 SF
TOTAL PARKING AREA = 27,444 SF, 0.63 AC
9. THE BUFFER AREAS DELINEATED ON THE MAP SHALL BE PRESERVED. IF FOR
s
ANY REASON THE EXISTING VEGETATION IS REMOVED OR DESTROYED THE
DEVELOPER OR HOMEOWNERS
ACCEPTS RESPONSIBILITY FOR RE-ESTABLISHING
`
THE BUFFER AREA IN ACCORDANCE WITH ALL LOCAL ORDINANCES.
10.THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PERPETUAL MAINTENANCE
OF THE PARKING AREAS AND COMMON AREAS UNTIL THE HOME
a.
OWNERS ASSOCIATION IS FORMALLY ESTABLISHED,
11. THE FIRE CONNECTION/JUNCTION BOXES SHALL BE LOCATED AT THE FRONT OF
THE BUILDINGS.
99
12.THE PROPOSED HYDRANTS HAVE BEEN LOCATED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE WESTERN CARTERET FIRE DEPARTMENT.
13.THERE SHALL BE NO STORAGE OF FLAMMABLE MATERIALS OR NATURAL GAS
BOTTLES UNDER THE STAIR AREAS FOR EACH BUILDING.
14.THE ESTIMATED COMPLETION TIME FOR THE PROJECT IS 365 DAYS. THE
9�
DEVELOPER ACKNOWLEDGES THAT NO CERTIFICATES OF OCCUPANCY SHALL BE
ISSUED UNTIL ALL NECESSARY IMPROVEMENTS ARE COMPLETED TO SUPPORT THE
USE OF THE STRUCTURES
J (
AS RESIDENCES INCLUDING THE COMPLETION OF
REQUIRED PARKING SPACES.
I
15.ALL BUILDINGS SHALL BE SIMILAR IN CONSTRUCTION TYPE AND ARCHITECTURAL
STYLE FOR THE DEVELOPMENT.
I&THE PARKING AREA AND THE EASEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ALL APPLICABLE LOCAL AND NC DOT STANDARDS.
17,THE 1996 CARTERET COUNTY LAND USE PLAN ENLISTS SAID PROPERTY WITH A FUTURE
LAND USE DESIGNATION OF DEVELOPED.
8-THE TOTAL AREA OF PROPOSED DEVELOPMENT THAT IS OCCUPIED BY EITHER STREETS
OR PARKING AREA IS 42,462 SQUARE FEET,
19.17HIS
PROJECT PROPOSES BUILT -UPON AREA RESTRICTIONS IN ORDER TO SATISFY THE
20.A SEDIMENTATION AND EROSION CONTROL PLAN APPROVAL FROM THE STATE OF NORTH
CAROLINA WILL BE OBTAINED FOR THIS PROJECT.
21.THIS
PROJECT PROPOSES THE USE OF COMMUNITY SEPTIC SYSTEMS. EACH SYSTEM WILL
SERVE A SINGLE SIX -UNIT BUILDING.
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MC MOBILE AND CAMP PARK DISTRICT
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NUMBER 3720537400K, PLAT 5374,
REVISED NUMBER 3 2005.
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06113C1.DWG

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THOMAS E. III & VICKI ELMORE
DB. 1017, PG, 6 I PARK/F("A"
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4EIP \ DB. 837, PG. 149
9339.67 SQ. FT
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DB. 772, PG. 731 £
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MC MOBILE AND CAMP PARK DISTRICT
\\ ASPHALT PARKING
PERVIOUS CONCRETE PARKING
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THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
1 OTE:
BUILDINGS MAY BE SHIFTED FORWARD OR REARWARD
TO ACCOMODATE OWNER. HOWEVER, DRIVEWAYS SHOWN
WILL NOT BE MOVED, BUILDING FOOTPRINT AREA WILL
REMAIN THE SAME.
ICI

TREES SHRUBS—
LEX GLABRA
BETULA NIGRA 30' O.C.
36' O.C.
RIM=8 5
TE: NOTE:
L FILL MATERIAL NEEDED TO COMPLETE BUILDINGS MAY BE SHIFTED FORWARD OR REARWARD
E PROJECT NOT GENERATED FROM ON SITE TO ACCOMODATE OWNER. HOWEVER, DRIVEWAYS SHOWN
WILL NOT BE MOVED. BUILDING FOOTPRINT AREA WILL
ADING ACTIVITIES SHALL BE OBTAINED FROM REMAIN THE SAME.
PROPERLY PERMITTED BORROW PIT FACILITY
Revisions
��ASSED BETWEE n EIP�1L_ DSCAPING 31 •• ..��
3 oTTOM=B.o THOMAS E. III & VICKI ELMORE pARrFI "A"A" pqR • "q" PARS PARCEL "D" r
I� 20' \ DB. 1017, PG. 6 N/F N/F N/F N/F
R-15 SINGLE FAMILY I ROBERT DOZIER ROBERT DOZIER HAROLD E. SPENCE MARNEY M. BARBOUR 60
3 STORMWATER BASIN INFILTRATION AREA \ ` z DB, 837, PG. 149 DB. 482, PG. 466 DB. 303, PG, 415 DB. 1020, PG. 55
C3 C3 NOT TO SCALE �,m 9339.67 SQ. FT 26931.91 SQ, FT 7056.84 SO. FT 7442.56 SQ. FT I '. GIN',.
E]P \ 0.21 ACRES 0.62 ACRES 0,16 ACRES 0.17 ACRES
BUD'S RETREAI GARY J & DEBRA PO ENBERG �j 1 r's�•� 1)!lltlt�i
I MB. 28, PG. 507 \ DB. 772, PG. 731
R-15 SINGLE FAMILY
1 �MT F W N/F
--
i - JORN't�'AER�'�'BtARN / — -•� I T. GLEN FINCH I
'
WILLIAM J./ELIZABETH MONAHAN DB. 883, PG. 116 1 n
DB. 719, PG. 43 -a I 2
\ DB. 891, PG. 191 \ R i5M SINGLE FAMILY I N/F
R-20 SINGLE FAMILY Et
Z R-15 SINGLE FAMILY N/F v T INEZ B. YOUNG
rIro \ 62°162�. Ei - H. L EACHMAN N 62°52g0 N R-15M3SNGLE FAMILY ' C3 C3 Z
Z / JOHN M. BRANN �� DB. 1, PG. 221 _ 14� 31'36° E I
DB. 760, PG. 696 I R-15 SINGLE FAMILY s� �.660,00 ' E
' w R-15 SINGLE FAMILY \ E P I �' ? Et r SHEDS ro q,36° E
16,g�" �i i co cq o o P 6A° o �L7
£ / LIMITS OF DISTURBED 62° l / m ARCEL "C 1� '
RONALD L. & SANDRA F�QGA N I p N 6�t°44'1s' E 17.26 ✓ ` ro
AREA (6.5 RES) i % $f1 * , LOT I o 6 EtP'
IDS. 719, PG. 43 /� GCS i r� °20 / N
—14 \ 3000$ $F N 63°�9'Ol` E 3C}�3 ? 0 33, 9 p�
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E - 40 / I I ' cP �S �3� ' cP cP ! P is 11A DRIV AY PIPE 4ALF
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0. 62°16 2,-0 1 / � � 3
Er 91°
N/F i i— — s' wB E1lDG.60 ' r N cP / S 6 S 19 29'S3' E 15,6
STEPHEN R. BRINSON� s / / �- �\ p 1A W +
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DB. 750, PG. 601
R-26 SINGLE FAMILY / �SF�\ 48 x 6 y
s
9c�\ 5 �• � �t4 � � � I 1
70 \ < 1/ X10.4 L W 42 C31C3 SILT FENCING / DAVID W. YOUNG
No • D c 4 5 4°35y8" LIMITS OF DIED DB. 964, PG. 391
AREA RES S <
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+ GRASS SWALE 3:1 SLOPE \
IP N/F
BERNDARDUS VELTHOVEN '
g DB. 589, PG. 77
97 ` s \ + 1 f MC MOBILE AND CAMP PARK DISTRICT
` +93 97 9t1
025 LEGEND
:�o o m r6'Q g6�B 7 g7 100 , /
C m 9b i` l I ASPHALT PARKING
CD5- C S SE�gP K s ti
z cn m PERVIOUS CONCRETE PARKING
48 ti
X - ( SELF ANCHORING J`
a LO c �� METAL POST 0 6' O.C. MAXP.�� GRAVEL CONTROL ENTRANCE
o i ' 512 �x 9b5 5=iQ• Iy h�� j(� 8� EXISTING CONTOUR N
r- 8. AC �+ s0 T12 GUAGE 6 X 6 WIRE ME 8— FINISHED CONTOUR
< — + — �y l +IOA SPOT ELEVATION
ESP j36s io�a • 94 �1 3' FILTER FABRIC ✓L � a,,, CENTER LINE
o �� 9� k 9A _ 0.�0 Ac sF o ( % oSILT
Z Q VEGETATIVE SEEDING
j Flow
SF '`�� � 48 x 60 � I r, � ,\\\/\\/\\/\\\ C, �--� CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
r Ci ,5 91 LIMITS OF DISTURBED
n 17; BLDG. 5 AREA 6 5ACRES \\/�i �/ \ BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
4' F�F J.3 �� ( ) 3 -_j SEED BED
.0 9A 5 91 9 \ ;t 1 LIME 1-1/2 TON PER ACRE
o° co \ 30 U11 \I FERTILIZER 1/2-TON PER ACRE
D
1ACco SEED
8.
Zi 1 SILT FENCE RYE GRAIN 50 LBS PER ACRE
,_0 0-� NOT TO scALE
d TALL FESCUE 100 LBS PER ACRE
�I ( C? MAY THROUGH AUGUST:
C31C3 SILT FENCING S �_ -- — _— i — CENTIPEDE 5 LBS PER ACRE
EIS PROCEDURE
49,9 EIP S g1°41'07EiP�_ — 1 SILT FENCING
I
\ 49,88 ' / S 81°52'a ' w — — � C3 C3 f-- 20'—{ STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL c'99 95 — o
N ►(�� S 81° 3'OS INSURE APPROXIMATELY 75� COVERAGE OF THE SEEDED
W n A o �$9 — 0°°0°o AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
00000 6" LAYER OF COARSE AGGREGATE DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
\\ N N �- rn m N/F o ' '-fmVAl9t IWILTRAMON 0°0°0 �OARSE2 LAYER OF STONE BASE
* - A a � co _ o o A o CO TO BLOWING AND WASHING.
I z o W z v_ rn Dn z BARBARA C. MANNING N/F ^ CO m N m ^' m ' - Q Ak SEE DETAL A 50' 0000o THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
z EARNEST S. ARTHUR, JR. I � -� °' z I � m °o° 10
m z � " DB. 752, PG. 298 0 r" - _n �' cn E + o 0 o GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
DB. 890, PG. 413 :z - z rn. z � r Z z N � z 0°000
z Im • = R-20 SINGLE FAMI ro- -° o� p -0 c -n p o T E 00000 10' THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
�I: n o z R-20 SINGLE FAMILY m o c� o m o rn ° o 0 0 o IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
gTFR
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n o n w I n W n N EDGE OF EXISTING EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
TAND OF
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V) �_ w z Ln o I ROADWAY PAVEMENT CONSIDERED ACCEPTABLE WHEN THE ENTIRE S ,
YQ,Q� m z GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
2 GRAVEL CONTROL ENTRANCE _ AREAS.ERESEED NGTWILL BE95%OVERAGE REQUIREDFADISNE E D SSARY BY
N�FT C3 C3 NOT TO SCALE THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
A OVERALL SITE PLAN OF GRASS.
C3 C3 SCALE: 1"=80' 06113C3.L ' G

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4A LONCOMINUM SITE PLAN
C4 C4 ;'GALE: 1"=60'
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81°52'4
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N 62�16 n�' ,
fU
N 63°44'18"
Ire N 63°49'01" E
LEGEND
ASPHALT PARKING
PERVIOUS CONCRETE PARKING
NEW FIRE HYDRANTS
NEW STREET LIGHTS
TRAFFIC FLOW
cow-oU-oV6U6-6Cr.�UC�„v.,tJ
2' SEPARATION MINIMUM
PH CIS P 10.
CONCRETE
WASHED STONE
-SEASONAL HIGH WATER TABLE
NOTES
1. CREDIT AS MANAGED GRASS SHALL BE 301
i�
2. TRAFFIC VOLUME SHALL BE LESS THAN 100 VEHICLES PER DAY.
3. SEASONALLY HIGH WATER TABLE SHALL BE AT LEAST 2 FEET BELOW THE GRAVEL LAYER.
4.COMPLETED GRADE SHALL BE LESS THAN 0.5%
5, AVOID COMPACTION OF SUBGRADE.
6. STABLE GROUND COVER SHALL BE MAINTAINED IN THE DRAINAGE AREA TO
REDUCE SEDIMENT LOAD TO THE PAVEMENT.
7.THE AREA AROUND THE PERIMETER OF THE PERMEABLE PAVEMENT SHALL BE
STABILIZED AND MOWED, WITH CLIPPINGS REMOVED.
8.PERMEABLE PAVEMENT SURFACE SHALL BE VACUUM SWEPT AT LEAST ONCE PER YEAR,
9. ANY WEED GROWTH THROUGH THE PAVEMENT SHALL BE DESTROYED WITH A HERBICIDE
VERSUS PULLING.
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ASPHALT
N 873 SF
3145 SF
PERVOUS CONCRETE
7 213 SF (5,049 SF NET)!39
752 SF (27,827 SF NET
BUILDINGS
5,667 SF
16,285 SF
TOTAL BUILT UPON AREA
22 589 SF
47 257 SF
TOTAL AREA
91 919 SF
191 497 SF
BUILT UPON AREA
24.57%
124.68%
NOTE
PERVIOUS CONCRETE RECEIVES CREDIT AS 30% MANAGED VEGETATION (PERVIOUS AREA)
NOTE:
THIS SITE DOES NOT CONTAIN SECTION 404 OR COASTAL WETLANDS.
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N [ING PROCEDURE:
1. EXCAVATE ROOT BALL PIT.
2. SCARIFY PIT, ADD SOIL MIX AND TAMP SUCH
THAT TREE IS SET 4" HIGHER THAN ORIGINAL GRADE.
3. SET TREE LEVEL WITH ITS ORIGINAL GRADE IN NURSERY.
4. BACKFILL WITH SOIL MIX & CONSTRUCT SAUCER.
NOTES:
1. DO NOT -,LLOW AIR -POCKETS TO FORM WHEN BACKFILLING.
2. IMMEDIATrLY SOAK WITH WATER.
3. PAINT ALL CUTS/SCRAPES OVER 3/4" DIA. WITH APPROVED TREE PAINT.
4. DO NOT BREAK ROOTBALL.
5. PLANT AI;EAS & TREE LOCATIONS SHALL BE STAKED OUT PRIOR TO
PLANTING AND APPROVED BY ENGINEER
NOTE:
NOTE:
BUILDINGS MAY BE SHIFTED FORWARD OR REARWARD
TO ACCOMODATE OWNER, HOWEVER, DRIVEWAYS SHOWN
ALL FILL MATERIAL NEEDED TO COMPLETE
WILL NOT BE MOVED. BUILDING FOOTPRINT AREA WILL
REMAIN THE SAME,
THE PROJECT NOT GENT RATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTE[i BORROW PIT FACILITY
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\ DB. 1017, PG. 6
R-15 SINGLE FAMILY
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MB. 28, PG. 507
GARY J, & DEBRA POTENBERG
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DB. 772, PG. 731
£
JOHN M. & CHERYL B.
BRANN / \
R-15 SINGLE FAMILY
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DB. 719, PG,
WILLIAM J./ELIZABETH
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43
R-20 SINGLE FAMILY
/ \ DB. 891, PG. 191
MONAHAN
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DB. 719, PG. 43
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DB. 837, PG. 149 DB, 482, PG. 466 DB. 303, PG. 415 DB. 1020, PG. 55 15360
9339.67 SQ. FT 26931.91 SQ. FT 7056.84 SQ. FT 7442.56 SQ. FT 7 J
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IP ASPHALT OR POROUS N/F I
CONCRETE OVER 5" LAYER BERNDARDUS VELTHOVEN
GRASS LINED #57 STONE AS INDICATED DB. 589, PG. 77
MC MOBILE AND CAMP PARK DISTRICT
SWALE
3MIN 8" TO FIRST ROW OF SHRUBS
i r 3PLANT-AS SPECIFIED
3p SE�POK ` 4Y
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VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
'&S4ED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
OF GRASS.
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PLANTING SOIL MIX BACKFILL
2 GROUND COVER MASSED SHRUB PLANTING
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SAUCER (6"HGT.)
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PLANTING SOIL MIX
ORIGINAL GRADE ; _, t
1 BACKFILL
ROOT BURLAP)
ON TOP 1/3
aDD SOIL MIX; TAMP LIGHTLY & `IIISCARIFY BASE OF PLANT PIT TO MIN. DEPTH OF
HATER IN THOROUGHLY PRIOR TO BREAK THROUGH & LOOSEN ALL HARDPAN" 8.
SETTING TREE TO MINIMIZE (REMOVE AS NECESSARY TO FACILITATE DRAINAGE).
SETTLING,
3 TYPICAL TREE PLANTING DETAIL
CS C5 NOT TO SCALE
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