HomeMy WebLinkAboutSW7970820_APPROVED PLANS_19971107STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
(❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
I
.Q
a
C%-
a
o
zm
b
To�
3
�+wr.
m
t1.0>E:
HANDICAPPED PARKING SIGN SHALL CONFORM WITH ALL SOIL DISTURBED AREAS SHALL BE SEEDED AND
aIRRE>4r STATE t LOCAL CODES t RFCLLAna+s MULCHED ACCORDING TO THE FOLLOWING SPECIFICATIONS:
� 1r
1'-0- x I -6'' x .080 ALUMINLW STORM DRAINAGE SYSTEM ELEVATIONS
HANDICAPPED PAFW14G SIGN. �AfOREPMANINT • WErATION
SIGN TO READ OWSERIED
PARKING W/10ENTIFICATION SYMBOI�r�` -
BOLTED TO STIEL TUBE W/ 3/8-
CAD" PLATED BOLTS NUTS SEEDING DATES: APRIL 1- SEPT 30
t
WASHERS (GS 20-37.6) j SEED MIXTURE APPLICATION RATES/ACRE
ADDITIONAL 'PENALTY MA7WWM O0 SO LBS
SIGN 'MAX. PENALTY ji00- V n COMMON BERMtDA 50 LBS.
(GS 2D-37.6) I (UNHULLED)
c GERMAN MIL ETT 15 LBS.
4'n4- SALT TREATED POST 7; FESCUE 20 LB&
26-13-13 O 500 LB/ACRE
RIM
INVERT IN
INVERT OUT
CB,>)1
17.80
-
13.01
CB#2
17.30
12.83
12.73
C8#3
17.30
12.57
12.47
CB#4
17.00
12.34
12.24
C8,f 5
15.80
12.18
12.08
OUTLET
-
-
12.00
CONCRETE WALK
l4UJ.Ctl
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.
NETTING. OR A MULCH AN CFIORNNG TOOL. A DISK WITH BLADES SET NEARLY
EMBED 3' WN �- II STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
HANDICAPPED _PARKING DETAIL 'I ylppRARy yEGLZ 'ATTON
NTS
SEEDING DATES: OCT. 1 -MARCH 31 36% +;
3 1 SEA MIXTURE �,TION RATES/ACRE EXISTING PAVEMENT +1.
RYE GRAIN 175 LBS. FACE OF CURB X-0-
FERTH IZERNOTE: ALL GRADES SHOWN
w NYORANTT '
O 1 10-10-10 O 1000 LB/ACRE
Ii 1dULG8 DRIVER
1 1 APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASP ALT.
NETTING. OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
+ STRI"IT CAN BE USED AS A MULCH ANCHORING TOOL
I 1 '
j 1 SILT FENCE
1 42-0 (TYP. SEE DETAFL) aXe
r N 29833'39" W
197.38'
e) �it At
d
' . - r�7 ram- - - _ �• r� 10' WOE WEGETATIY£ B
t r
' REPAIR AREA ' r C , r r , r r 'REPAIR AREA ,•" ' ' • r r r , , .
' ` ' J ' ' ' REPAIR AREA
M
A
r r, r r r r ,/ r r r r r r r _�r r d 1 r r r \ .r rr�rr�r rrr rr rrbr. lrr
r r r I 1 t r r
ZLa I r r
UNITS 1-4�'� � � � � � Z1 0 � `�r r r � r r � r r
1 /- - -\_ ,--UNITS 5--- , '- UNITS 8-1� r r
Ff _ j UNIT- 5-7' �y - i'------'--_ r r r
_r r - r r r r
ST
125O GAL 1000 GAL - - _ -
I a" MSitN axN 10' MR 33 PVC FOR ROOF RUW-ori
^ - -- --- ta60
1a20 - 04, R TO PROPOSE
' i - �T WIDTH H OFFICES/RETAIL
I - - CUT WIDTH t
I /6,40 LOCATION
3 8,75Q &f. - F.F.E.=19.0'
4 5 fi
IL� 1 of b -- -
I �V �17.80 3/e PE UNIT
I 1 0 - - SERVICE (TYP)
NOTE OPOSED 1 (n
USE F.H. RISER HYDRANT 25' 25' 25' 25' 25' 25'
GATE VALVE - - - - 16 40
/ TAPPING TURNDOWMN '
SLfVE AND *ATM RAP WALK 8 CONC. WALK ,nes
( _ T.O.C.-I&V
VALVE WETT IF -.� rr; NIt I- -t---I -r-- I---r----t l r-- ,--,---� -
r20 D0_&
I
10' ASPHALT.
FILLET (TIP.)
I
ABC 4u • -t _ Y
_ i 1
2- 1-1 ASPHALT
r
1.)
PROPERY OWNER: DAVCO ELECTRIC (C/O MICHAEL DAVENPORT)
ASPHALT
40 THICK CONC.
WALK
27242 HWY 64
CRESWELL. NO 27928
PAVING
6. i
PHONE (919) 797-4845
\
2)
PROPOSED USE PROFESSIONAL OFFICES / RETAIL (FOOD SERVICE NOT PERMITTED)
-
3.)
AREA OF PROPERTY: 74.680.8 eq ft. / 1.72 acres (coord.meth.)
IGGREGATE
4.)
LOT COVERAGES: BUILDING 17,500 SF
LASE COURSE
PARKING/DRIVES 24,566 SF
SIDEWALK 2852 SF
TOTAL 44.918 SF (Batt
COMPACTED
S.)
AREA TO UNDERGO LAND DISTURBING ACMATI 73,000i1.f. (98%)
SUBGRADE
6.)
ALL AREA LUMNARS TO COMPLY WITH KITTY HAWK TOWN CODE (Sec. 2D-414)
7.)
SGNAGE SHALL MEET TOWN STANDARDS AS SPECS N See. 20-451 OF THE
TURNDOWN WALK DETAIL
THE TOWN S CO
-
S.)
ALL AREAS DISTURBED DURING CONSTRUCTION TO BE STABILIZED WTHN 30 WORKING
DAYS OF ACTIVITY.
-
9.)
HANDICAP RAMPS SHALL BE IN ACCORDANCE WITH NO BUILDING CODE STANDARDS.
10.)
ALL BUILDINGS SHALL CONFORM WITH INC ACCESSIBILITY CODES,
11.)
BUILDING HEIGHT NOT TO EXCEED 3W.
12)
ALL UTILITIES TO BE PLACED UNDERGROUND.
13.)
REWIRED BUFFERS ((TYPE A, 8 AND C)
SHALL BE N COMPLIANCE WITH THE
TOWN OF KITTY HAWK ZONING ORDNANCE
AND BUFFER REQUIREMENTS.
14.)
PLUMBING AND SEPTIC CONTRACTORS TO COORDINATE ELEVATIONS
INTERIM WPIPES AND SEPTIC INVERTS PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
15.)
ALL D9 B49ONS ARE TO THE FACE OF CUR&
. 1
COMPACTED FILL TRENCH
( 4' WIDE a 8' DEEP )
EXTEND SILT FENCE TO BOT10M
AND OPPOSITE SITE OF TRDCH
CONSTRUCTION ENTRANCE DETAIL SILT FENCE -DETAIL ( IN Fffr )
- I Inch m 20 tL
AMEMAt•7T J,
SOUND 'J
r r r r
Y K i�TTi
--SAY HAWK
ItD OLD Mrrf KAW ft
KILL DEW4
►wic U I" 3 �.arDAME w�Rl
NC
y F"G
9'-6-
TYPICAL PARKING DET_ _AIL
NTS
Y-i1 ASPHALT 6-
i:i6AS A r
COMPACTED
BASE
CURB AND -GUTTER- DETAIL
NTS
8 C.Y. OF CLASS -8-
RIP-RAP FLUSH
W/FTNISHED GRADE
STORM DRAIN FINISiO GRADE
FILTER FABRIC (TYP)
COMPACTED SUBGRADE
c4
= N N W-
Y
g O Z N
H
z 6
N
U to
M �+
=
n .
Y
4
Z
C9
z
rs
z
Z
N
'v
W
z
�C)
LL¢
Oa.
h
a
2
E
•
�
o
�
y
1
JNC/CFO
.ANC
LE
PRQ.ECT NO. -- - --
P9 72_48
_
.D
- -
I F )5248-3 - -
%fa7. - -------
;sal 1^:�G'ti c 6Rr ;IN-c_E♦%a1MnAltr�ItSiJi{0:4*.":