153-06 Preliminary Oversized Plans

LOCA TION MAP
NOT TO SCALE I
c
Site -
NCDOT 10'X70'
SIGHT TRIANGLES
0.05 AC ACTIVE
OPEN SPACE
PRELIMINARY PLAN
PERFORMANCE RESIDENTIAL DEVELOPE-MENT
- s/3
NJ>= Ronald and Joyce Hughes
aq 2a77 P 225 \
Pra R07620-0e5-007-000
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PEe R07620-00 027-001
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PROPOS®
FIRE HYDRANT
E i
ASSEMBLY
PROPOSED SCHOOL \ i 2 "'
BUS STOP SHELTER N jF Ronald and � Joyce Hughes \ 1 i $
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PIT) ?07901 CtC3- C2'-CGtJtn
0.11 AC AC71VE 0 ra t, � 5oo'm
' OPEN SPACE 2" WATER MAIN " ° "`i 1 x r-F-OOP U+
(TYPICAL) 77
8 WATER MAIN / 3p
16 t - 575 FT AEC
/ a
(TYPICAL) 9C'E/IMPACT AREA fooa
LEGEND
ACTIVE OPEN SPACE
PASSIVE OPEN SPACE
.-- -
WATER MAIN
WITH VALVES
-
FIRE HYDRANT
- 044
2"BLOW OFF
-�-
REDUCER & GATE VALVE
®-'
SANITARY SEWER
MANHOLE & MAIN
STORINWATER CURB
am ¢ R
INLET
STORM WATER
JUNCTION BOXES
LOT LINE
CENTERLINE OF RIGHT OF WAY
- 21 - '�-�
CONTOUR LINE & ELEVATION
DRAINAGE FLOW
i
I
DRAINAGE EASEMENT
T
I
F 15'
1
iLIOX1 ".7
NCDOT CATCH BASIN
STD.840.02
GI co
QQQQQQQQQQQQQQ-0" STD.CURB
i4 N SECTION JOINT V_0„ TRANSITION --,,
If QQQQQQQQQQQQQQ EXPANSION SECTION
z 1O'TAPER „ IO'TAPER
F a 3 -1 1/2
> J. nPLAN VIEW
WZOU
Z cai FRAME, GRATE AND HOOD
5 NORMAL GUTTER FLOW LINE NCDOT STD. 840.03E CURB
FRAME & GRATE
-------�---------- ---- - -
SECTION VIEW
OPENING '
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SEE NCDOT STDS. T
852.05
840.02
840.03E FRONT SECTION
FOR FURTHER DETAIL
PRECAST, CURB INLET
NOT TO SCALE
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35fk.
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SS
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IMPACT AREA H
6,596 SQ FT
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28 23 f - - - - . . - -
STREAM IMPACT = 89 FT' -
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IMPACT AREA F
c,.." v, / '�► `l 66 SO FT
IMPACT AREA C �\
J145 FT'
.0.50 AC PASSIVE �\
\ / 4°b c� o , i OPEN SPACE'
Boa ago' / i° I 24
\ +
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'\ ' ;� �� `�4`'Qo • IMPACT 103E SQ FT
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25 �- COD T
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�IN c
N,tz
op:
.,Va �tj T l .
IMP
oCT AREA G
SM FT
o. 1
C
CA �. \, '' r no
40 FT R\W 40 FT R\W \
-20 FT 20 FT I I 20FT 20FT�
- 14 FT 14 FT
12 FT 12 Fr
-
1 112- SF9.5A
NCDOT 26 FT G-G
STREET CROSS SECTION
NOT TO SCALE
-11 FT 11
9 FT 9 I
1 112- SF9.5A \
mmmmFKv1:_f-_'19,
NCDOT 20 FT G-G
S TREE T CROSS SECTION
NOT TO SCALE
s
MODIFIED VALLEY
CURBING
NOT TO SCALE
WEILAND LINE
S01'09'43"W
58.94Ft. Telfa, `➢eereiopment ine,
Tract 8 MB 39 H j99
Salt Morsh and Conservaton Area
P"D R01';908-003 072--Ohl?
HIGH WATER LINE
12 FT PRIVATE ACCESS
43
U Ss MH
`75 FT TIDAL MARSH CONSERVA770N SETBACK 'NV a,T
____-COASTAL 97 AND LINE tr
-- -EXISTING COD LINE j
11H
STREAM IMPACTS
CROSSING AT LOT 34
57 FT
INTERSEC71ON OF ROADS
89 FT
TOTAL
146 FT
WETLANDS NIPACTS
PERMANENT IMPACTS A,AaD,E,F 4,874 SF ( 11AC
TEMPORARY IMPACTS qH 9,001 SF 21A1
4.84 ACRES OF WETLANDS EXIST ON SITE;
100 50 0 100
SCALE IN FEET. 1 "= 700,
DEPRESSED
GUTTER
OUTLET
PIPE
NOTES
1, S17E AREA = 15033 AC.t
2, SITE ZONING = R-15
'PERFORMANCE DEVELOPMENT'
J. TOTAL NUMBER OF LOTS = 37
4. ALL LOTS ARE SUBJECT TO A 10 FT U71UTY EASE KNI"
ALONG ALL STREET MT OF WAYS
5. P01 R07906-003-078-000
6. ELEVATIONS ARE RELATIVE TO M.&L (N.A.V.D. '29)
7. NO CONSIRUC77ON SHALL COMMENCE UNTIL A PERMIT IS
OBTAINED UDDER THE NORTH CAROLINA DEPARTMENT OF
HEALTH, FJVWR NMENT AND NATURAL RESOURCES (SEDI-
MENTA77ON POLLU77ON CONTROL ACT OF 1973).
8. CITY OF WLIMGTON WATER.
9. NEW HANOVER COUNTY SEM€R.
10. PRELIMINARY - NOT FOR RECORDATION, CONVEYANCES OR SALES.
11. AREAS PARTIALLY OCCUPIED BY STRUCTURES ((LOTS & STREET R-O.W) = 1189 ACt
AREA OF OPEN SPACE (NOT DE9WATED PARK AREA) = 1.14 ACk
12 WATER &SETTER TO BE INSTALLED IN ACCORDANCE WTH
N.CD.O.T. POLICY AND PROCEDURES FOR ALL UTHJ77ES
ON HIGHWAY RIGHT OF WAY&
13. DRAINAGE EASEMENTS AND DRAMMAGE INFRAS7RUCTURE
ARE SUBJECT TO REWSSWRELOCATION AS A
RESULT OF RnVRE STALE AND COUNTY CONSTRUCTION PLAN APPROVALS.
14. S7REETLMTS SHALL BE INSTALLED IN ACCORDANCE W7H
NEW HANOVER COUNTY REGULA77ONS
55. i FZ Hai:rrivG .'nrtiSL7
APPROX. # BEDROOMS - III
16, PARK AREA REOLVED = 37 LOTS X 0.03 = 1.11 AC. REO D (1.29 AG SHONM)
ACTIVE PARK AREA = .56 AC RE1071 (0.57 AC SHONN)
PASSIVE PARK AREA = .56 AC. REQD (072 AC SHOMN)
17. NO SIGNIFICANT TREES (24' OR ABOVE) OR FLONMNG TREES
(8- OR ABOVE) MERE OBSERVED INTHIN STREET RIGHT -tom WAY&
I& ALL OPEN SPACE TO BE DEDICATED TO AND MAINTAINED BY
THE HOME ONNERS ASSOCIATION.
19. THIS SITE IS LOCATED WHIN ZONE 'Y AND 'AV ACCORDING TO FEMA
COMMUNITY PANEL 370166 J143 J PRELWARY EFFECTIVE DATE APRIL 18, 2005.
100 YEAR FLOOD EEEVA71ON = 12 FT
20, STORMWATER MANAGEMENT TO MEET NEW HANDVER COUNTY PREIPOST
DEVELOPMENT REQUhREMENTS FAR THE 2-YR, 10-YR, AND 25-YR STORM&
21, ALL SEMER TO BE 87,
22, CLASS IV SOILS ARE TO BE LEFT IN THERE' NAIM4 STATE
23 TOPOGRAPHIC SURVEY BY GEOINNOVA71ON SURVEY SOLUTIONS, PLLC.
24. HOUSES MILL TYPICALLY BE THREE BEDROOM STRUCTURE
25. PARKING MILL BE PROVIDED MI ACCORDANCE KITH ZONWG ORDINANCE
26, TREE SURVEY TO BE PERFORMED AND HILL MEET NEW HANOVER COUNTY
REQUIREMENTS
27, PROuECT TO MEFT ST,47F DENR DIW STORMWATER MANAGEMENT
LOW DENSITY REQUIREMENTS
28, PRE HYDRANT TO BE INSTALLED FOR FUTURE FIRE PR07EC710N SERVICE.
29. i?ROXCT HAS PRELIMINARY APPROVALS FOR CONNECTION TO NEW HANOVER
COUNTY PUBLIC 00 AND CITY OF KMINGTON PUBLIC WATER.
30• .3JBDIVIS1ON ROAD DESIGN TO CONFORM TO MINAIiAiI NCDOT REQUIREMENTS
FOR CROSS SECTIONS, HORIZONTAL LAYOUT AND CONSTRUCTION STANDARDS.
,31• IRII'FWAY CONNECTION TO EXISTING PUBLIC ROAD 70 MEET MINIMUM NCDOT
REQUIREI/EN TS
32 JAMES TAYLOR, ROBB MARKS AND JASON DAIL DELWE47ED THE NORMAL HIGH WATER
- AND COASTAL WILAND LINES ON 12120105
35�
?s\
�'ORECEIVED
DCM VVILMINGTON,
MAR 0 6 2006
NOTE: THIS DESIGN IS LIMITED TO LOOP
ROADS AND CUL-DE-SACS 0.2
MILE OR LESS IN LENGTH.
40' R\W
TYPICAL CUL-DE--SAC
NOT TO SCALE
COASTAL
SITE
DESIGN, PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
Vilmington, NC 28406
[phone]
4 SEA
0 a4
DA TE: 8-3o-05
HORZ SCALE 1"= 100'
VERT, SCALE.• N/A
DRA WN B Y JSL
CHECKED BY.' HSR
PROJECT NO.: 04--0028
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