HomeMy WebLinkAboutSW8890611_APPROVED PLANS_19890614 STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 46�
DOC TYPE CURRENT PERMIT
IJ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
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MILLI R ^
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WILLIAM F WILLIS _
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DB 475, PG24� /i ` \ / f / / / ♦__ /� `4P ~ _
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PERSPECT\VE VIEW
SEDIMENT i ASIr.) NITS (D-I> _ ut�11� _ __ ..._--_- a -SEEDING SPECIFICATIONS
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1. Chisel. Compacted areas along the contoar and available
topsoil 3" deep over adverse soil conditions. Remove all
7-Z� \f loose rook, roots, and other obstructions; leaving the
I" surface reasonably smooth and uniform. Apply lime and
m.
fertilizer at the following rates and Mix with the soil to
forte a well pulverized fire seedbefi 4^ deep.
LB/AC. NCDA Agricultural Lime
Fertilizer 1000 LB/AC. 10-10-10
=x � Lime 4000
ti Phio*phorous 600 LB/AC. 20% Superphasphate
APPLY seed at following rates,
•, For seeding dates
Sept. to Dec. 65 LB/AC. Sericea Lespedaza
4 \ t 10 LB/AC. Common Bermu4s brass
�J 25 LD/AC. Rye
a� ^/ Dec. to Feb. 60 Lb/At.- �icea Lespedeza
_�_�rzt._.—pLrcd_._-__ __ 30 Le/AC. Tall Fescue
` -
Mar. to June 50 LB/AC. Sercea Lespedeza
;I _ a _ - B LB/AC. Common Bermuda Grass
. - � � �Y July to Aug. ice^ LB/AC. Bermuda tBrass
Apply
�' 6a1/AC4remulsified liquideat straw As asphalt,Mulch and tack with B00
&.. .
IX•
gar , SEo1MEnIT ��1�]N CONSTRUCTION SRUENCE
�IMENSILNS NT,S. C� � TCN DE-TA1L f�1 ,1 S -> 1 ) Obtain grading permit
2) look' 11 erosion control measures
3) Pr �eed with construction
4) Stabilize all denuded areas Win 30 days #role Completion
of construction.
5) Maintain erosion control
b;
GENERAL NOTES
Y
# 1.) Cots will be sold and developed individually.
2) Well and septic will be individual for lot by owners,
3) No borrow will be used, soil disposal will be shown,
a infilis as directed by Engineer.y
SEEDED -PREPARATION NOTES
LL
1 ) Surface water control measures to be installed according
---. "_rI1�E.wjTSH .... to plan. PP spread with
2) Areas to be seeded shall be ripped &
C� � available topsoil 3" deep. Total taedW
prepared depth
shall be 4" to 6" deep. ,
4'-- z ' -_ ---- -
1 r-aEev��AP,p y�i 3) Lgose rocks, roots and otherobstructions shall be
removed from the sur4ace so that they will not interfere
Lx wK
z with establishment and maintenance of vegetion.
�a�� l,J � � Surface for final seeded preparation, at finish grades
r rl 0070
shown, shall be reasonably smooth & uniform. w 1
_ 4) If NO soil test is taken, fertilizer & lime to be
�F
3 MIq •
iN�KC�Y ul" �n ATc k according to seeding specifications. In addition$
provide 15 lbs/1000 a uarefeet of s dl
to, Mimi N.T.Q. �71 ^ ?> 5) If soil test is taken, provide limn &fertilizers -�
according to soil test. Q Q
6) Lime & 4erilizer shall be applied uniforely & mixed with F- Irl
i SEu%NIENT �,r�:�I\N the soil during seeding' preparation.
2F;"MIN.
NoTe: IMPERVIOUS SJRFACF is 12.53
1C
3 TIE Hi,ST (EIWO SE O) SEE PAGE 14-1-3 of
Z PGS7g�-g C C F CALCULATION $HEFTS
1 f+UFil Fl 146
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' NOTE: SEE PLAN SHEET FOR _
PAVEMENT WIDTH
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R w ROAD INTERSECTION ,
STOP CONDITION
NEW AEtiCENTIAL OR RESIDENTIAL
[ COLLECTOR POAD AND EXISTING
3!` ` S' 4' STATE MAINTAINED ROAD_
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SLOPE AS IlEOutwEd
_ COER iT
SECTION 'A--'A P 3.�- Q '
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LEVEL 2:1
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PAyEMEt�tT DETAIL -
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N.T.S � _ T �
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w
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TOTAL ACR
EAGE I5.2T AC
RES
ZONING R-15M C g
TAX PARCEL NUMBER 13Q27D 0303
_w > STREETS ARE FOR PUBLIC USE _' V t
CL. INT. TO END OF PELICAN STREET IS 1 308 22L
V) CL. INT. TO END OF MALLARD COURT IS 2A.161 O
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VICINITY MAP
Health Department Certificate \ „�, , s,m \\� \
Based on general soil evaluations, this / \ °B 3°; °G Y10 \ .�\
subdivision appears /// CHARLES L EESS
to be suitable for septic tanks subject to \\ /// °BY"' PO11
individual lot evaluation. CHAI
\ 08 371. RO"W44° /// EASEMENT
date \ /N/ Nwall 331.10 170.40 w
1�
\\ 6T yfCP 104.34 --17.70 _-
r__�...-�..�� i-------- \4' ♦\b
Health Official \ / LOT 1-----^
LOT 3 I mmyasas, sF. I$ 1b6 21.10l sF. _: \\ \ 40. x
\F;S\ YLOT 4 S.F. 2L004 7 S.F. �:�Qis 1;
RESIGN A. MAN, N 7740'o0E </ 0.. \ I t sLo7. ��lltc I L'/// d
16N LOT S ``` I t
22 I&Q S.F. \
47.44 IQ
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' \ � PELI EC 50'R�"3 °' - DU
N 6r � _.- ---'t T ♦ �'_-WT tom.■.�-_- I i `x ■■ j w�,AM F. w■>,■ JUN 1 4 1989
_ `./ q x1.4mM SF. OB Y%. PO ZOJ
34.a■ I' la +i . \ '\a,`\/ Ei/ LOT a I ¢ A i N= /
// L L07 7 \°' < 21.OGL0E S.F.tit _\ D E M
\ \ 41.007" sF. � \ / Q �\\\ )"`2/\Tt1� PROD # aI fXo I 1
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< � 1 I / `' V/ - � S TAT 17 I`� / CLR,E DELTA MON13 ARC CNOIID TAN■OiT OpRO MO
EIS \ N M�\J / \ \ / / I \ Y1.4■1.34 SF. I I / 21 SJ rr°,5: 20M 291 251.1E 13R4O S Sr YY It w
�, ry N' 201 1E.00 19.00 111 N p'OCO■'f
`) w� 3 OQ Oa 00, 25.00 30.27 W moo S 41.3C 0r w
k 3Y]E'o■'w 1y�. I�• / /� M' / \ y/ % I a \ _ 4 7P Jt'44' 23.00 347/ JILS7 17A■S 3f I W W E
10T 10 \ I L ■Loq yw._ ---- 3 WWII SOAO )a71 ■l N.JE N 4v 1E'3411'r w
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I /LOT \ \ 25 S.F.
N 13.0.Sw33'E143 30" RY Ill IL2Y S 1T3V 4r
< I. \ 1 rr 1 ,$N \ / / ``L°.�,� t ',J' • w w oa 25.00 30.27 361 2L■0 M 4r Oa Or w
O - tI tr4a St 41' 250.00 11.00 ■L4x a5.30 SwN'St'w
\ \ `I j 1 / ��\ C7 , '`� 12 7T44r43% 214.03 '>a160 2OOL779 17LU3�40-°0-WW
/ 13 ta04'Or 21a00 Ill 97.111 34.02 S Y?•IVWE
N 13']Y f14 w \ lC \ // E Y W I _,y�" l+,j� / ` "` \ �� \ �/ E 13 w3x3C 30.00 o"? 55.11 3].03 M 7f N'{Tw
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`" / 1! r1W'Ir al Sam 1&1 44111 � 2 33 f 33VSY IrE
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V \\ ` <- / 21 \ LOT 13 \T�, \ ; 20 1E•SJ4°' 294AS 73.25 7301 30A0 EOr0ril �..�
/ 9 `3.7` 25,Na17 S.F. \ J1.715A■SF. \` 1• 20 Is•x0'N" SO{.7.T SLOE IMI 42.97 0 Il Of FY w �\
\ \ \ 1 \ / a1 YY I RY 4Y SKL7 ISLODII °4A3 33M S w 30'10'E W
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\` �aP+ 70 BE TD Ct% 1 \ 5 E7•`J,4Z \ J 30 tY�YY 204.23 Sr 239.23 Y110� ma84 1 al 110E S 4a 10'30'E
I, Charles A. Rawls, Registered Land Surveyor, hereby �Ill A. , \ Y � O t? J h
certify that this map was drawn under my supervision I ti '� / DT ,Y /! d -
to
from an actual survey made under my supervision. That ,04�nE // y�j � / °SO a18 °° ■,. Fe 411 Z x N
the ratio of precision as calculated by latitudes and A� / \ \\\d /� ¢ Z m to J N
departures is 1 /10,000+, that the boundaries not sur- L>roEEnIS� / \ NOTE: BLDG. SETBACKS � ¢ o 0 r-
veyed are shown as broken lines plotted from information / ` 'r �� Y" °RA°"0E // FRONT. 20' a a z 01 Z_
found in Book Page . that this map was pre- \ // y """"•'
pared in accordance with G.S. 47-30 as amended. Witness (� 314.7i / / / ) oNEr \ �/ SIDE............10' o ¢ w �% F
my hand and seal this _--- day of ----------- 19___. a� p, \ , / / '' W \\ �% REAR & CORNERS..25' N E -'' I z 6l
PE-
Signed --------------- 11 / / �'� W o ow 0x 0
Charles A. Rawls L-2491 1 ; \ ` / / / a l I z a
4,.1E L '\ rv` M/F LAors / Certificate of Ownership and Dedication w W
0e 3e3, 1 333 / / 1 (we) hereby certify that I am (we are) 0 WN
N 11•L w I / the owner(s) of the property described 0 W
41'75 \\ hereon, which is located in the subdivision C Q
oTA t_ A2EA iit/ jurisdiction of County and that
N 3s .411 T I hereby adopt this subdivision plan with my
4b48 / / / Lo75 = S46 4G9 .o3 5• li free consent, established minimum building
____ __Caro________ _______ CA
setback lines and dedicate all streets, alleys, ?
North Carolina, _ County. / walks, parks, and other sites and easements to 0
I, a Notary Public of the county / public or private use as noted. Z
and state aforesaid, certify that Charles A. Rawls , a / Al/DL�3a61e !^xpelv;Il ,.g /LET -- Q PL MUNG
Registered Land Surveyor, personally appeared before me 3r" 4-1 6 Date 0 YAPPING
this day and acknowledged the execution of the foregoing X . ZS = 7 190 , 3 S 5 . r - W sultvill
instrument. 19 -7 r Owner MJ e SOW
I-) S'E� !11 -7-7 S •r,l 'RE5T2) C-TIoAJ5 IW X 04-10-991•=1 '
71
THE FOREGOING CERTIFICATE OF `O ��*
Witness my hand and official stamp or seal, this ----- day IS CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION
of 19_. AND IS RECORDED IN MAP BOOK , PAGE 100 50 0 100 200 300 0. *A"0
SLIDE . THIS DAY OF _ CAR
Notary Public 19-- AT 0' CLOCK __M. Z
My commission expires --_ _ SCALE IN FEET
REGISTER OF DEEDS pft al
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