SW8040426_Approved Plans_20040722

° NOTES:
1. SITE AREA 55.64 AC. ,
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� 2. .SITE ZONING -- R-1'5 ..��1��,� ,� ���p� � i; �•.
"PERFORMANCE DEVELOPMENT"
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I i 10' 3r--1 1% " 10'
3, TOTAL NUMBER OF LOTS 15
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4. ALL LOTS ARE SUBJECT TO A 0' UTILITY EASEMENT
1 NOTCH
I ALONG ALL STREET RIGHT OF SAYS.
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N TS
5. ALL STREETS ARE PUBLIC.
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6. TAX MAC'# 314--11, 10, 07 & 06 BLOCK# 47, 57 & 67 PARCEL# 2739
7. ELEVATIONS ARE RELATIVE TO M.S.L. (N.A.V.D. '29)
8. NO CONSTRUCTION SHALL. COMMENCE UNTIL A PERMIT IS
i OBTAINED UNDER THE NORTH CARt LINA DEPARTMENT 'OF
HEALTH, ENVIRONMENT AND NATURAL RESOURCES (SEDI-
IMENTATION I�C?L:LUT ON C?NTRaL A 1 CT OF 97).
I 9. NEW HANOVER COUNTY WATER, f
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10. NEW HANOVER COUNTY SEWER. 9
I 11. TRACT IS LOCATED IN ZONE C ACCORDING TO THE
T1
EXISTING
'
FEDERAL EMERGENCY MANAGEMENT AGEfCY S FLOOD INSURANCE CULVERT
RATE MAP COMMUNITY PANEL NUMBER 370168 0045 E 8,11
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12. PRELIMINARY - NOT FOR RECORDATION, CONVEYANCES OR SALES, � �, . \ � • �5 � �� � �'
13. NO SIGNIFICANT TREES 24 OR ABOVE OR FLOWERING TREES , �$ � CI-1 v �
€ b dP RIM 40,14 m EXISTING
(6YF OR ABOVE) WERE OBSERVED ON THIS SITE, NV 38�4 i 28 B
,•.,®•� 42,71
b 224
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1 R 4 WETLANDS A WITHIN THE OPM
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4, THERE ARE NO 04 WE LAN S LOCATED E QEVEL EN s`
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T F F.
C21 C.I'
{ AREA. O THE BEST O MY KNOWLEDGE AND. BELIEF.
�. 0
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iINV. 38,31�
.5,- CROSSpIPE DRAINAGE DATA AT LOCATIONS 4 5'
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7
PROVIDED BY TRIPP' ENGINEERING.
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por22 7)
TEMPORARY AND PERMANENT SEEDINGSCHEDULE
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3.0' t'
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MINIMUM LENGTH = 1
QUAIL WOODS DR
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MINIMUM DEPTH 1.
U E 0 (ALL SWA S
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DOVE FIELD �3R
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MAXIMUM DEPTH 3.7 FOR �0 D.E.
SEED MIXTURE
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MAXIMUM DEPTH 4.7 FOR 6(? D.E.
PERCENT F MIX
SPECIES PEACE fl
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MAXIMUM DEPTH = 5.2 (FOR 5 D.E.)
Carpet Grass 25
MAXIMUM GRADE = 5
Bermuda Grass 25
TION
1"E.I.Q&
Creeping Fescue 12
NTS
5.1 GS
Kentucky 31 15%
Rye 23
t a rate of 5 Ib 1000 s ,ft.
Broadcast seed a j q
* Guaranteed Germination - not less than 857.
NEWu Y WA °c>�
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Guaranteed Purity not less than g6 a
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Total percentage b weight of other material other than gross seed sholl not exceed 5%
p g y g
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This material shall include ail non -viable seed, chaff, hulls, live matter, and weed seed.
37,73
PROPOSED
ELEVATION
0
�
4 l s r Rye. if establishing ground cover during winter months,',
Add 0 b /ace ye s g g o g
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ever duringthe winter months.
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DRAINAGE
AREA TO SWALE
SOIL AMENDMENTS
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em
PROPOSED
O SED
AT N
CH BASIN
C B
PIP OUTLET
E
2 —
_ FRAME, GRATE, & HOOD
NCDOT STD.Nta. S�o.ta3
reagricultural limestone and 4 Ib
Follow recommendations of sail test car apply 2000 lb/acre f ac /
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PROPOSED
SANITARY SEWER
—ASPHALT PAVEMENT
1000 . ft. 8-5-8 fertilizer.
PROPOSED
WATER MAIN
S
GROUT-- `'
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ELEV. VARIES
--�`------�---
MULCH
4 lb/acre straw. Anchor straw b tacking with asphalt, netting, or a mulch
Apply o00 � y � � , > F
GORDON ��
D.E.
DRAINAGE
EASEMENT
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anctorin tool such as a disk with blades set nearlystraight.
FLOW DIRECTIONAL
c K MASONRY�_
MIN;*
LO
MAINTENANCE
Refertilize if growth is not fully adequate,
Reseed immediately following i damage. fje.
OCA RON
other
refertilize and mulch erosion car Qt e
FLOW
3000 PSI CONC.
4
SEE PLAN FOR PIPE
ORIENTATION VicSIZES
*DIMENSION INCREASES WITH PIPE SIZES PER NCDOT STANDARD DETAIL,
NCDOT
STD.NO. 840.01
39F RADIUS
lU5
j 50' RADIUS
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US
50 RADI
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CURB
DETAIL
NTS
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ca
, 3 RADIUS
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SLOPE ��
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GENFRAL NOTES -
WIDTH AND SHAPE OF PROPOSED CONCRETE FLUME 8t ETC. SHALL
8E AS SHOWN OR AS DIRECTED BY THE ENGINEER.
REINFORCING BARS ARE TO BE ASTM A615, GRADE Go.
o
THE FOLLOWING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
U. N.C. ROADWAY SPECIFICATIONS, CONCRETE CURB AND GUTTER-SECT
s a 846, CONCRETE FLUME COVER (TO BE CONSTRUCTED UNDER
o F z SIDEWALK SPECIFICATIONS) SECT 848, CONCRETE PAVED DITCH -SECT.
U2 850.
• GOB ►?
fS. .: •,���: A Edl GPpS
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a `� O OQ��`�G• 6" OPENING
wo
a
5
- - -- ]�-2'-6" C ® G
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PLAN 4 ,.
PERSPECTIVE
� 4'-0" BASE � � • ••
5'— 6"
83/4"OPENING
SECTION C--C
6' OPENING
,.
• � 3 EARS wi�a .o
4'-0" eASE
-
-----....
8` CTS.-
SECTION B —8
71" r. �
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SLOPE
4'-O" BASE
83/4" OPENING.
OSLL60"P E/i
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j SECTION- A --A
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REV1810
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2._6.
�£2•
74.
SECTION A —A
I14" /FT
4�
EARTH
SEE'PROVISIONS FOR PAYMENT
CONC. " 1.04 Cu YES.
ELEVATION
SPECIAL ..CONCRETE-. FLUME DETAIL X
STATE OF NORTH CAROL I NA ..
DIVISION OF HIGHHAY
f , i x ..yn-•n v
RALELGH r N. C.
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CRETE FLUME
,GREATEP- nH 2 D&jPe.6�r /ID,,c)s
1S1013 0.5 + do F•R tWrLI7 Ylomc k/lljp;r e_
vala, o.00sFyFT
OJ�C�T Vj�TCFk I tAv
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