SW7090325_APPROVED PLANS_20120203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I QaQ 3
YYYYMMDD
6

� I '
OWNER - FRANK & JENNIFER WILLIAMS
119 LONGWOOD DRIVE
STELLA, NC 28562
252-447-2446
DEED REFERENCES If DB. 2519 PG. 141
TAX IO NUMBER = 6-041-032
ADDRESS - NOT AVAILABLE. NEEDS TO BE ASSIGNED
SEE CITY OF HAVELOCK , GIS COORDINATOR
TOPOGRAPHIC NOTES,
VERTICAL CONTROL If ASSUMED ELEVATION
OF 50.0' ON FINISH FLOOR ADJACENT BUILDING
X 45.55 If EXAMPLE OF SPOT ELEVATION
CONTOUR INTERVAL 0.5'
FLOW ARROW OF DRAINAGE
TRAFFIC DIRECTIONAL ARROW
PRDP.CDNTDUR LINE
50 - - EX.CONTOUR LINE
CENTERLINE OF DITCH
OVERHEAD UTILITY
WATER MAIN
SEWER MAIN
BURIED DRAIN TILE
ADJACENT PROPERTY LINE
PROPERTY LINE
DRAINAGE EASEMENT
STORM LINE
• SC - SEWER CLEAN -OUT
• PP - POWER POLE
• FH - FIRE HYDRANT TINE: TOP OF WALK
• WV - WATER VALNEDD=DRAINAGE
• WM - WATER METER DIVIDE
R/W - RIGHT OF WAY
CL - CENTERLINE
EIP - EXISTING IRON PIPE
EIR CONC - EXISTING IRON ROD
IN CONCRETE
INV. - INVERT OF PIPE OR DITCH
RCP - REINFORCED CONCRETE PIPE
TC - TOP OF CURB
TP - TOP OF PAVEMENT
UTILITIES NOTES
TO BE SERVED BY CITY WATER AND SEWER
NO EXISTING TAPS FOUND
NO GRAVITY CITY SEWER MAIN ALONG R/W
SEE WATER/SEWER & PUBLIC WORKS DEPTS,
SEE PLANNING AND INSPECTIONS FOR ALLOCATION
WATER AND SEWER LOCATED BY CITY OF HAVELOCK
NO BURIED UTILITIES LOCATED OTHER THAN SHOWN.
CALL NORTH CAROLINA ONE CALL CENTER
AT 1-800-632-4949 BEFORE ➢IGGING
ZONING NOTES
CURRENTLY ZONED HIGHWAY COMMERCIAL (HC)
20' MINIMUM FRONT LINE
20' MINIMUM REAR LINE
15' MINIMUM SIDE LINE
SEE CITY OF HAVELOCK PLANNING & INSPECTIONS
THIS PARCEL SCALES IN FLOOD ZONE X
AS PER 171R,M, PANEL k 3720641200 J, INDEX
DATED MAY 16, 2008.
THIS PARCEL DOES NOT LIE IN AN ACCIDENT POTENTIAL ZONE.
THIS PARCEL SCALES IN NOISE CONTOUR 60 LON, AND ARE SUBJECT
TD PERIODIC AIRCRAFT NOISE FROM MCAS CHERRY POINT. SEE CITY
OF HAVELOCK PLANNING DEPARTMENT FOR SPECIFIC INFORMATION.
1 OTES I
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RAILROAD
C
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SITE IF<d
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HWY 70
A
A
DEVONSHIRE
WESTBROOKE
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SHOPPING CNTR
9
b
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('2VICINITY MAP
P-1
Inv.ln (FM)=45.0
EXISTING MANHOLE
AT CORNER OF
CHURCH PROPERTY
SMH RIM • 49,23'
SMH INV s s 41.1'
FLOW INV
4 FORCE MAIN MATCH LINE
��_
w°ons N/F
JEANETTE COLTER '4
DB, 849 PG, 478, ZONED HC
k
4j'89
4'Chainiink Fence
N 18°50'29'W 104.47' 05 riR CoNC EDGE OF WOODS
rip -
• r . • r -�r . , . . • r
itr • , ♦ ' • ' • r • ♦ r • • r • • • • • EDGE 0!
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r r • • r • r • ♦ • • r • r r r • • • ♦ r 49,0 9,14
rp
, • , • , • , . , • , f , • �. • , " , " , • , • , " , " , ♦ ,p " , ♦ , " , " o PARKING
N • • r • r • r r r • • • • r • • • •
r r r • • r • • r • • r • ♦ r • ♦ • r r
•r I • r r r • • 4'- ,rR AR IME • • • • , • • ••'1�
♦ •
• I'W 0 • ',• ',, . ',' r ' M PA PAVED DRIVE
-A r • • p
' • VO • , ' • • • TJ 493�
• . • • <
z I''''.'"'•,�''', Ensure all Setbacks
W •" Its '"♦ '"' '••
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ITT ', I,�, r ','• '•'• '•'• PARKING are met
0 CD
;13 D ' r ' •' •'
(n • I I y
ITT a A
rn
7000SQ.FTMETAL
VACANT BLDG. , " CZ C-
N / F • I ` I I • r r Trr
JEANETTE COLTER v *'0 sgft 3200 s ft stora e
DB, 849 PG. 478 vo �, , " , " a VAW�E 41
t q 9
ZONED HC o I it 'S , r ♦ . , . Ln i
FRANK WILLIAMS • , ', r ', , ♦ GE �CY /
CD ' JENNIFER WILLIAMS
DB, 2519 PG, 141 ',•' +~ < s o�dST�M
o 0,4789+/-ACRES ', e / YiDDFLQ D
ZONED HC ff' T '
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t (See Bldg Plan for Local! ) " ' " ' '• ' 15.0. 49•40 Tp
fit• OnC., „ D gFt, ... PAVED PARKING
A .p
-n Asphal Pavement fJ ' ' " Fp
1 4ge7
" ' I 7,140 q.ft 0
o (Detail Be Sht.SP 3) Tp 26
CID • r
I�400
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9 S ' 48,83 TC ASPHALT RH 48,90
• »_ ' PRIVAHP
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• _ l 2 MIN. FR , 12.r "! '• :y top
29
• O 0 494 k
LF.CTRIC LIt' ES _ tS
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R
3.5' ,I . , 9RWI NH:IF: FtYK OWN.PATH
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.R r • •ai "' •' Rom".
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• ,,. �� AIN a475
470
5
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WV P S 24°34' D Surface rnln INV
rip ' '' - �Nn�IHERE.---FE 46 Rumble 7.0 4Sq'
�.,• NY MAN C❑NTINUES RISE 1 .5 r i , ,., .�4 5
r� CITY j 460 6 k aT*71T-
/} 47.98 TP
4 - 5 45, A
NI wwkwlNin ROW p,
umPin9 Stalin detail separate 446.5 47,0
..-iLAPM na0 4 ..,a TP
Imo♦ „�.._.. _
pROPERTL; R/W DITCH OUTLET ;16 r�
PIMP STATION
_..
2"Sewer Force Main uJl
j81. Min.Cover
5'M_ _.
in.Separation
Tp WILLIAMS LOT If 438'
340' FROM WILLIAIU PP.OPERQ
'ewer Force Main-�_ k
TO PUV STATION
44.'73r-_ APPROXIMATE FORCE MAIN
ST. PAUL'S LUTHERAN CHURH -SEE
EDGE OF
out
J�TP
5 Located existing water main PRI96
,67 TP �o any construction. See Note 13).
Malntaln all min.clearances.( -�
SERVICE RO
JOS AD 49•00
CEN
4gTERLINE OF
,♦u.. _ .
PER NCDOT SPEC.
EDGE GF PAS
GR�MEDIAN
US HlowWAY I
260' PUBLIC RAW
GRASSED MEDIAN
3 VERALL PLAN.
is
0
$m
r
m
TP
Match Inv.
and Flow Direction
GRAPHIC SCALE
is M
( IN FEET )
1 inch = 15 ft.
N/F
RICHARD YOUNG
DB, 2382 PG. 495
ZONED HC
Lift Station Plans- To be
submitted separately
AREAS
Total Site=20,861 Sq.Ft.,0.4789Ac
Impervious=14,840 Sq.Ft,0.34Ac
Building=7,000 SgFt
Parking=7,140Sq.Ft
Sidewalk=700 Sq.ft
% Coverage=0.33%
Bike Rack (Space No.19)
Exact location to be
field verified w/City Planning Dept
6"Asphalt Roll Curb
Roll Out Trash
Match Ex.Grade
Both Sidewalk Ends
(See Grading Plan Sht.SP-3)
I
PAVE DRIVE
Fire Hydrant
S 24.35'38'E 104.
TIE T❑ EIR IN Cal
4-----
EDGE OF
�«cfe Genfe�
GENERAL 9N0 CONSTRUCTION NOTES
>. THE PLAN IS ONLY FOR CONSTRUCTION OF A METAL BLOC, PARKING AND D/W
KARWE TRAINING/GYM FACILITY, ON A SLAB -ON
GRADL' METAL 80M91A'G LESS THAN 112 ACRE OF DISTURBED AREA.
LOCI-9 ALONG SERVICE ROAD/US HIGHWAY 70E, CITY OF HAVROCK, CRAWL COUNTY, NC.
517.,ODR£SS• 473 US HWY 70
DEVELOPER•
MR. FRANK WIZ84 IS,P60
US HIGHWAY 70, HAVELOCK, CRAVEN COUNTY, NC
252-447-2446
2. THE Ji^ �!)aRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON ARE 94SED ON A
ON A FIELD RUN SURVEY PERFORMED BY JAMES SIMONS AND ASSOCIATES,
W Nor 'r 200
3. CONTRACTOR MUST CONTACT ENGINEER OF RECORD 24 HRS PRIOR TO ANY
CONSTRUCTION TO OBSERVE WATERLINE CONSTRUCTION
OR IN CASE OF ANY DISCREPANCIES FOUND IN THESE PLANS.
4. ALL W?Rn .SHALL B£ DONE IN ACCORDANCE WITH STATE, COUNTY,
AND OWY OF HAVELOCK CODE OF ORDNANCES.
5. ALL 040 WORK SHALL BE DONE IN ACCORDANCE WITH STATE AND COUNTY
AND NCDOT STANDARDS AND SPECIFICATIONS. NO OPEN CUTTING ALLOWED.
FINAL PVAINT. X-SECT PER GEOTECH RECOMMENDATIONS.
6 UPON COMPLETION OF CONSTRUCTION, THE WATER LINF SHALL B£ TESTED
UNOF? PRESSURE AND PROVED WATER PGHT W17H POTABLE WATER SUPPLY
IN ACCORDANCE WITH SPECIFICATIONS, STATE, AND LOCAL CODES
SEE P UMBING PLAN FOR DETAILS FROM 5-FOOT OU731OF INTO THE SLOG.
7. THE 0l11ELOPER 1S RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS
AND CITIES WHICH OCCUR A5 A RESULT OF PRO✓ECT CONSTRUCTION
WITHIIV OR CONTIGUOUS TO EXISTING RIGHT OF WAY.
B. THE 01 WER SHALL OBTAIN A PERMIT FROM THE RESIDENT
ENGIKER PRIOR TO STARTING ANY CONSTRUCTON WITHIN ANY NCOOT R-O-W.
9 EXIS7INC UTILIT/E3' SHOWN IN A GENERAL WAY ONLY. CONTRACTOR TO
FIELD IOCA7E EACH FOR EXACT LOC47ION.
10. CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND
SEDIRWT CONTROL STANOAR05 ARE A117
11. CONI.r40TOR TO SEED OR MULCH ALL DISTURBED AREAS
12 CONPACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD
BEFOIL7 .ST,4RT/NG CONSTRUCTION AND NOTIFY THE ENGINEER OF O/SCREPANCIES
13. ALL L'irZ5ANG UNOERGROUNO VALIAES SHALL BE PHYSICALLY LOCATED
SY P E' CONTRACTOR OR HIS AGENT PRIOR TO THE BEGINNING OF
CONYiRLICTION /N THE VICINITY OF THESE UALITIES THIS PLAN DOES NOT
REPRE5'_NT NA ALL EXISTING UTILITIES ARE SHOWN OR THAT THOSE
SHOkV ARE CORRECTLY LOC11TD. IT lS THE CONTRACTORS RESPONSIBILITY
TO C NTACT EACH IITI117Y COMPANY. 9/0 TEST PITS, AND TAKE WHATEVER STEPS ARE
N£CE: " 4RY TO ACCURATELY LOCATE AND PROTECT ALL EXISANG UALIAES
NO &?KSTRUCAON SHALL PROCEED UNTIL THE ACCURATE LOCATIONS OF
UT7Ll7t HAV- BEEN MAD£ AND IT HAS BEEN OETERU/NEO BY THE
CO .+"T'7R r114T CONSTRUCTION CAN DE ACCOMPLISHED IN ACCOROANCE
WITh 1IE5£ PLANS WITHOUT 1./TI11,7Y CONFL10Y IN THE EVENT 711AT
C",W.,ti` EXIST THE 06NER AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
14. NC i:14NG£S TO ANY ASPECT OF THESE PLANS
15. NO AA'OWN HETLANDS ON SITE APPROVED
16, PARKNG Nor, THCAROLINAENVIRONkIENTAL
3100S0.FT.GYM®1SP.PER200SO.FT.=165P, hSANAGEMENTCOMMISSION
3100 SO.fT.5402416E C%1SION OF WATER QUALITY
7CTAL 7000 SOFT.
7CT.4L RE00=19 SPACES Date
7e7AL PROV/DE0=19 SPACES (1BfB/KE RACK) Stormwater Permit No. �7o�v3zs.
l (WE) HEREBY C£RAFY THAT / AM (WE ARE) THE OWNER OF THE PROPERTY
SHOWN AID DESCRIBED HEREON AND THAT l (W£) HEREBY APPROVE THIS
DEl/ELOPIENT PLAN. l (WE) FURTHER CERTIFY Tmr ALL EXTERIOR 1MPROV£ML-NTS,
INCLUDIW BUT NOT LIMITED TO PAVING AND LANDSCAPING, AS SHOWN ON THIS SITE
PLAN loll BE MAINT£A/NED IN ACCORDANCE WITH THIS PLAN AND THE 017Y OF
HAVELOC,' CODE OF ORDINANCES
0WN£R3 .SIGNATURE
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;SHEET TITLE
No.
1 Site Plan (15 Sca
2 Detail Plan
3 Gradinq/Landsca
Plan (10 Scale
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KsMj Engineerfi1 ,pllc
388 McCotter Blvd
Havelock, NC 28532
252-349-5803
[e-mail]
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FF=49.b5
4.25
4.65
---49.5
TOP=49.1
4"Overflow Inv.Out=48.5 9'0
All Fill to be placed in 6" lifts
TOP F R 8.5 and compacted to 95%.
EX.GRgGE._. _ _ - -
-°_ --- - I 48.0.
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18"SAND 47.0
'..:. ° . 95'-4"Slotted vc
6 �' 6 .4"p.�0 RI$ERITEE' . EI.=46.4,w/Filter Sock
Bottom EI.=46.0 Ty 12"Inv.ln=48.0 Ty Inv.OUt=46.0
° ° Thru wall,rubber gasket or equiv.
° ° ° °a ° e To Ex.Swale
8" LAYER 57 STONE
VERIFY SOIL BEARING
CAPACITY PER GEOTECH
ENGINEER.
2 � CROSS SECTION A -A
= 48.6 1 op ti.= 4v.
1 SAND FILTER/SEDIMENT CHAMBER PLAN VIEW
SP- 1 "=10'
V. V- V, w
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388 McCotter Blvd
Havelock, NC 28532
252-349-5803
ksm1.eng1neer1ng@gma1Lcom
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PAVED DRIVE Grate El.=48.6
12" Inv.Out=47.0
v TP 49.34 TP 49,31 49,01
EDGE OF PVM'T - ---_o _ EDGE OF - •
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SED.CHAMBER
95'x4.25'=404FTA2
TopEI.=49.1'
(See Detail Sht.SP-2)
SEEDING MIXTURE TYPE RATE
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Conc.Sand FilterArea=--/
95'X4.65'=442FTA2
Top=49.1,Top Storage=48.5 v
(See Detail Sht.SP-2) Q
,
SER/CE4 LESPEDEZA .30 /bs. / acre
Bermudogross COMMON 10 lbs. / acre
Pensacola Bahiagrass 50 lbs. / acre
GERMAN MILLET 10 Lbs. / acre
1. Chisel topsoil and scarify if necessary to prepare seed bed.
2. Rip the entire area at least four (4 ) inches deep.
J. Remove all rootmot, debris or foreign material, leaving surface
reasonably smooth and uniform.
4. Apply agriculture lime ( in absence of soil test, 3000 lbs. per
acre), fertilizer ( 10-10-10 at a rote of 500-1000 lbs. per
acre), 500-800 lbs. per acre of superphosphote or equivalent.
5. Apply seed on freshly prepared bed and cover seed slightly with
cultipocker or other seeding equipment.
6. Mulch immediot�e/v with wheat straw or hay t o rate of 4000 lbs./acre
11 1SEEDING NOTES
EXISTIN
COMPACTED SACKFUL TO
GSM MODIFIED PROCTOR
F UNDER PAVEMENT
MMALLB TD ANGLE OF
APPROVED BY THERENOINEER
b
TO ' PIPE EMBEDMEN
00%MMOODIFED PROCTOR T
OOMPAIF RREOUIRREED BYA"ET ENGINEERAR
FPE MOTH +G+'
TRENCH BOTTOM
T
4'� TRENCH DETAILS
r r�
To direct all flow to inlet
Catch Basin
I
20'Grass filler EI.Top of Curb=El.Pavement +6"
Grate El.=48.6
p M
"
Top EI=483 Typ.All sides of Parking Area
12" Inv.ln=46.55
9
W
(Shown adjacent to pvmt.for clarity only)
Btm.EI=47.0
12" Inv.Out=46.45
O _
¢
4"Overflow Screened Riser,Top=48.0
Inv.Bottom= 46.45
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4"Riser tee3 to 4" pvc (from fltler),Inv.=45.9+/-
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TW=Top of Walk
HP= High Point
DD= Drainage Divide
1/4 "/-Pt,, Min or as shown
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8" ABC BASE
ROAD CROSS SECTION DETAIL
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TYPE A LANDSCAPE PLAN - PLANT AS SHOWN IN RAISED MUL
QTY. TYPE BOTANICAL NAME COMMON NAME BB/CONT.
09 CANOPY QUERCUS VIRGINIANA LIVE OAK 1"CAL.1313
31 SHRUB AZALEA INDICA INDIAN AZALEA CONT
8 UNDERSTORY CORNUS FLORIDA DOGWOOD 1"CAL.BB
Exact species to be field determined at site with City Planner
2 PLANTING NOTES
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KsMj Engineering,pllc
388 McCotter Blvd
Havelock, NC 28532
252-349-5803
[e-mail]
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CODE ID. NO. i SIZE
SCALE: ASSHOWN
NO.
JOB ORDER NO.
SPEC. NO.
DRAWING N0. SP'3�
SHEET OF
5
FAMILY KARAT CENTER

SEEDING MIXTURE TYPE RATE
S£R/CEA LESPEDEZA 30 lbs. / ocre
Bermudogross COMMON 10 lbs. / core
Pensacola Bahiagrass 50 Ibs. / acre
GERMAN MILLET 10 Lbs. / acre
>. Chisel topsoil and scarify if necessary to prepare seed bed.
2. Rip the entire area at least four (4 f inches deep.
J. Remove all rootmat, debris or foreign material, leaving surface
reosoncbly smooth and uniform.
4. Apply agriculture lime ( in absence of soil test, 3000 lbs. per
acre), fertilizer ( 10-10-10 of a rate of 500-1000 lbs. per
acre), 500-800 lbs. per acre of superphosphate or equivalent.
5. Apply seed on freshly prepared bed and cover seed slightly with
cu/tioacker or other seeding equipment.
6. Mulch immediately with wheat straw or hay t a rote of 4000 lbs./ocre
T❑P❑GRAPHIC NOTES:
VERTICAL CONTROL = ASSUMED ELEVATION
OF 50,0' ON FINISH FLOOR ADJACENT BUILDING
X 45.55 = EXAMPLE OF SPOT ELEVATION
CONTOUR INTERVAL 0.5'
FLOW ARROW OF DRAINAGE
-No-TRAFFIC DIRECTIONAL ARROW
_50- PRORCONTOUR LINE
- -50 - - EX.CONTOUR LINE
CENTERLINE OF DITCH
OVERHEAD UTILITY
WATER MAIN
SEWER MAIN
BURIED DRAIN TILE
ADJACENT PROPERTY LINE
PROPERTY LINE
DRAINAGE EASEMENT
STORM LINE
• SC - SEWER CLEAN -OUT
• PP - POWER POLE
0 FH - FIRE HYDRANT
• WV - WATER VALVE
• WM - WATER METER
R/W - RIGHT OF WAY
CL - CENTERLINE
EIP - EXISTING IRON PIPE
EIR CONC - EXISTING IRON ROD
IN CONCRETE
INV, - INVERT OF PIPE OR DITCH
RCP - REINFORCED CONCRETE PIPE
TC - TOP OF CURB
TP - TOP OF PAVEMENT
UTILITIES NOTES
TO BE SERVED BY CITY WATER AND SEWER
NO EXISTING TAPS FOUND
NO GRAVITY CITY SEWER MAIN ALONG R/W
SEE WATER/SEWER & PUBLIC WORKS DEPTS,
SEE PLANNING AND INSPECTIONS FOR ALLOCATION
WATER AND SEWER LOCATED BY CITY OF HAVELOCK
NO BURIED UTILITIES LOCATED OTHER THAN SHOWN,
CALL NORTH CAROLINA ONE CALL CENTER
AT 1-800-632-4949 BEFORE DIGGING
Z❑NING NOTES
CURRENTLY ZONED HIGHWAY COMMERCIAL (HC)
20' MINIMUM FRONT LINE
20' MINIMUM REAR LINE
15' MINIMUM SIDE LINE
Family Karate Center
11 5 TYPE A -LANDSCAPE WOODSREIf� 1
x UNDERSTORY, 1 CANOPY, r?
4'e4 .3 SHRUBS PER 0.50'
N 18°50'29'W 104.47'( DTL.SHT.2)
era i1J2 - -
�R
fn r' 1n'nlJd7NG/F� At .,.. d'�'�` .' -, " °. �
4_71W=4,7.U(SL:L: VIL.1110 Jnr
18 iVfIN. CLEARANCE
INV.OUT==46. 5f� E
47.0
46.5
�� 46.0
C� 20 R/W DITCH OUTLET 46,6.
T'LINE
4$6 �-
APPRO%. CONY WATER MAIN - 48.
i0N A------
EE LITY
SANITARY SEWER CONNECTION
TP
49.0
M
47.0
N
11
E
-- 48.5
SEED ALL
DISTURBED AREAS
(See D#5N.1)
c
EDGE OF WOODS
Ta Ta
PARKING
ROLL OUT
TRASH
m PAVED DRIVE
PER SIDEYARD k
3 ENCROACHMENT, 49"
4 HOUR WALL
REOD.
SEE BLOC.
PLANS PARKING
0 0
A IV
m \
m 2 IYP
2X2D
I GRATE
� MATCH LrXPVMT GRADE
D 49,00 PER NCDOT SPEC.
EXACT
TO BE
,PL&6�
(SP. NG
TC ASPHALT
TP
EDGE OF
INSURANCE /
rTY
)1a
PAVED PARKING
N/F
RICHARD YOUNG
DB, 2382 PG, 495
ZONED HC
Y GRADE
490 S HG/
Y 2,0 LV
PAVED DRIVE
VERIFIED W/CITY
'T
48,5
TP 48.46
41'
Cx
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IF OWKNOWN PATH -4
TO SEWER MAIN
480
az5
�- 47.0
46.5
46.5 IlyVi
47.0 4$.q
�= 47.5
( IN FEET )
1 inch = 15 ft.
TP
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PAVED DRIVE
o TP
40 -ru
®0.5q MIN.
MATCH INV.
AND FLOW DIRECTION
S 2
TIE
1GEN&& AND CONSTRUCTION NOTES
1. THE PLAN /S ONLY FOR CONSTRUCTION OF A METAL BLOC; PARK/NG AND D/W
KARATE AND RETAIL COMMERCIAL FACILI7Y, ON A SLAB -ON
GRADE METAL 8UIL0/NG LESS 1h4N 1/2 ACRE OF D/STURBED AREA.
LOCATED ALONG SERIOCE ROAD/US HIGHWAY 70E, 017Y OF HAVELOCK CAMPEN COUN7Y, NC.
SITE ADDRESS.• 473US HWY 70
DEVELOPER.•
MR. FRANK WILLMAS,PhO
US HIGHWAY 70 HAVELOCK, CR46N COUNTY, NO
252-447-2446
2. TH£ TOPOGR4PHIC AND BOUNDARY INFORMA17ON SHOWN HEREON AR£ 84SED ON A
ON A I7ELO RUN SURVEY PERFORMED BY ✓AMES SIMONS AND ASSOCIATES,
IN NOV OF 2008..
3. CONTRACTOR MUST CONTACT ENCINEER OF RECORD 24 HRS PRIOR TO ANY
CONSTRUCTION TO OBSERVE WATERLINE CONSTRUC17ON
OR IN CASE OF ANY DISCREPANCIES FOUND IN THESE PLANS.
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH STATE; COUNTY,
AND CITY OF HAVELOCK CODE OF ORDNANCES.
5. ALL ROAD WORK SHALL B£ DONE IN ACCORDANCE WITH ST17F AND COUNTY
AND NCOOT STANDARDS AND SPECIFICATIONS. NO OPEN CUTTLNG ALLOWED.
FINAL PVMNT. AV -SECT PER GEOTECH RECOMMENOAPONS.
6. UPON COMPLETION OF CONSTRUCTION, THE WATER LINE SHALL BE TESTED
UNDER PRESSURE AND PROVED WATER RGHT WITH POTABLE WATER SUPPIK
IN ACCORDANCE WLTH SPECIFICATIONS, STATE, AND LOCAL CODES
SEE PLUMBING PLAN FOR DETAILS FROM 5-FOOT OUTSIDE INTO THE 8LOG.
7. THE DEVELOPER lS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS
AND U77LI77ES WHICH OCCUR AS A RESULT OF PROJECT CONS7R907/01V
W11HIN OR CONTIGUOUS TO EXISTING RIGHT OF MAY
8. 1NE OWNER SHALL OBTAIN A PERMIT FROM 7HE RES'IOENT
ENGINEER PRIOR 70 STARING ANY CONSTRUCTION WITHIN ANY NCDOT R-O-W
9. EXISTNG UTILITIES SHOWN IN A GENERAL WAY ONLY. CONTRACTOR TO
FIELD LOCATE EACH FOR EXACT LOCATION.
10. CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND
SEDIMENT CONTROL STANDARDS ARE MET.
t I. CONTRACTOR TO SEED OR MULCH ALL 0157URBED AREAS
12. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEYA77ONS IN FIELD
BEFORE STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF DISCREPANCIES
13. ALL EXISTING UNDERGROUND U7LI77ES SHALL BE PHYSICALLY LOCATED
BY THE CONTRACTOR OR HIS AGENT PRIOR TO THE BEGINNING OF
CONSTRUC7701V IN THE VICIN17Y OF THESE IIPLI77ES: THIS PLAN DOES NOT
REPRESENT TWT ALL EXIS77NG UALI17a ARE SHOWN OR THAT THOSE
SHOWN ARE CORRECTLY LOCATED. lT lS THE CONM40TOR5 RES'PONSIBILl7Y
70 CONTACT EACH UX17Y COMPANY. 0/0 TEST P17S AND TAKE WHATEVER STEPS ARE
NECESSARY TO A6CUR47ELY LOCATE AND PROTECT ALL EXISTING UNITIES
NO CONSTRUCTON SHALL PROCEED UNTIL THE ACCURATE LOCATIONS OF
1177LI17ES HAVE BEEN MADE AND IT HAS BEEN DETERMINED BY THE
CONTRACTOR THAT CONSTRUCTION CAN BE ACCOMPLISHED IN ACCORDANCE
WITH THESE PLANS WITHOUT UTILITY CONFLICTS IN THE £VENT THAT
CONFLICTS EXIST 7HE OWNER AND ENGINEER SHALL B£ NOPRED IMMEDIATELY.
14. NO CHANGES TO ANY ASPECT OF IHES'E PLANS.
15.. AP--ffM90W lfi7L44" ON $/If_
16. PARKING
3200 SO.FT.INDOOR [e-mail].=16SP.
2400 SO. fT.OFFICE ®3/1000t0.16YRFACTOR=7SPACES
TOTAL 7000 SOFT.
TOTAL R£00=23 SPACES
TOTAL PR0VIDF0=23 SPACES (22t811(Lr RACK)
l (WE) HEREBY CER77FY THAT l AM (WE ARE) )NE OWNER OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT / (W£) HEREBY APPROVE THIS
DEVELOPMENT PLAN. / (W£) FURTHER CERTIFY TMT ALL EX7£RIOR IMPROVEMENTS,
INCLUDING BUT NOT LIMITED TO PAVING AND LANDSCAPING, AS SHOWN ON THIS S/TE
PLAN WILL BE MAINTEAINED IN ACCORDANCE WITH 7HIS PLAN AND 777E C17Y OF
HAVELOCK CODE OF ORDINANCES:
OWNERS SIGNATURE
Appr1mm :T
IiNw
EIVISIC
o�L.s2
a (A) C90321�
0 MoRTy 'qS PER c
B 2519
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REVISIONS:
DATE:
DEC.2008
SCALE: AS SHOWN
p'
DESIGN: SHS
DRAFT: SHS
CHECKED BY: MLS
ARCH: -�
JOB
NUMBER: 2008-23
SHEET % OF 2

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SIZE 1
B
9 BE DS
A B
18 f0
BENDS
A B
9. 10
22 1 2
A B
8 8
A
10
B
72
PLUGS
C
10
D
27
8
22 13
12
13
8
10
13
18
12
29
10
28 1
14
1
10
13
18
20
14
38
12
29 21
18
21
11
18
18
24
18
41
14
35 24
1
24
12
20
22
2
18
48
18
38 2
21
27
12
24
24
30
2
84
NOTE: Bo W an 1.5 • working pressure of 100 PSI plus AWWA Water Hommer.
All bearing arfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
SD 4-10
NOT TO SCALE
EXISTING GROUND
COMPACTED BACKFILL T(
90% MODIFIED PROCTOR
COMPACTED BACKFILL TO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
SLOPE WALLS TO ANGLE OF
�— REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
COMPACTED PIPE EMBEDMENT
TO 90% MODIFIED PROCTOR
�- COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE ENGINEER
PIPE WIDTH +24'
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
SAND FIL TER 5TORIV141ATER FACILITY
/ ty DE AIL
NOT To SC41C
�9RA
104x)10) INAGZ��
5ASEMNIT TO �c
SD 1-07
NOT TO SCALE
CUSE IN UNPAVED AREAS)
27r0 PRECAST
CONCRETE COLLAR
FINISH
GRADE
4f.
VALVE BOX
T
WITH LID
GATE VALVE
M.S. CUTTING -IN VALVE M.J.
N.S. CUTTING -IN SLEEVE
CUTTING -IN VALVE AND
SLEEVE
SD 4-15A
(USE IN UNPAVED AREAS)
NOT TO SCALE
DRIVEWAY
FLOW
4 " PVCl/.
ROAD CROSS SECT/ON - NO SCALE
3.67' 4.J6'
1/4'/ft.
—7
1" I-2 OVERLAY
1.5" I-2
8' ABC BASE
TOP ELEV. =49.5
V.=49.0 a.
COVER d 9 0
d SW IL TER 4 '•GRADE
a
° 8.0
4 "PVC ®05� SED/MENTATION BAS/N d 4 :Y4'riF
a OP OF SAND=47.5
' a 4'PVC TO GRASS FILTER 18" SAND
47.0
INV.OUT
TO FILTER 44H
6: PERFORATED Pti W/ LTER SOCK
° BOTTOM EZfV =46.0
d d .. °4 °
4" CONC. : a d °
3000 PSI CONC.
No.4 bars 24'OC. 4VESIRELEV.WEIR=49 SHWT ELEV=45
4" LAYER 57 STONE SAND FILTER STORIMIATER FACILITY BELOW STONE
VERIFY SOIL BEAR/NO CAPACITY PER COMPACT TO 95X
GEOTECH ENGINEER. CROSS-SECTION DETAIL
SECTION A A
NOT TO SCALE
d
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REVISIONS:
DATE:
DEC.2008
SCALE: AS SHOWN
DESIGN: SHS
DRAFT: SHS
CHECKED BY: MLS
ARCH:
JOB
NUMBER: 2008-23
SHEET 2 OF
SAND FIL TER 50. CHAMBER DETAIL -SCALE / '=5'