37-08 Oversized Plans

....
:- NOTE:
I THE DATA GIVEN ON THESE PLANS IS BELIEVED
I � ............ • • • .... TO BE ACCURATE, BUT THE ACCURACY IS NOT
1 GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
F I 1
I.'..................I I FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
1 I• • • • • • • • • • • • • • • • • • • I PRIOR TO CONSTRUCTION. IF A DISCREPANCY
::: , :: , :.:..:::.'i I IS FOUND, WORK SHALL CEASE AND THE ENGINEER
I .:..'.'.'.'.'• .;...:.;.;._. I NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
�.' .' ' ( NOTICE TO PROCEED.
. :.;.:.;.;.;.:.;.;..
I....................+
I
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PARCEL, 005616004
PIN 96*017016122
O1M199, 51t i-ATH FROPHR`T E ,, LLC
Dal DATE, 1645/2002
DFID BKR'6, t46//63
+�AGANT LNJD
1 i. .•.•.•............... �:,.fl= , ,�, :,F`
F ................ :: _:. _...._::: _..'. ..._..:_ ..._.... _...._ ..._...._ .._. :- : - .• - :. _ .. _ . _.� .. . _ .. , 9. FLOOD
EX lNF l-_T�ATI0H BAS.P ✓ ZONE. X (PER FEMA FIRM PANEL N0. 372098 930D J)
— — —x— — —x— — —x— — —x— — —x— — —x— — —x— —x— — —x — —x— — —x— — —x— — —z— — —x— - SUBJECT TO CHANGE BY FEMA.
L 10. WASTEWATER TREATMENT SYSTEM:
— —x— — —x— — —x— — —x— —x— — —x— — —x— — —x--�y
-
A) PRIVATE ON -SITE COLLECTION TREATMENT AND CONVENTIONA
5 62 07D4"W 3 9B' c
REPLACE EXISTING DETERIORATED PROPOSED 6' TALI OPAQUE
DUMPSTER SCREEN WITH NEW WOOD PRIVACY FENCE
DUMPSTER SCREEN
PARCEL, 0056476W PARCEL, 005647"
PIN, 96VI700773 PIN, 4OV/7/11100
Owee. TOM OF NA65 LEAD ol,IER, KIN5, PALL H
DE77 DAT5, 06/26/2001 Okl R 2, KIN6,, PATRICIA H
DES BK/P6, 1379/79 D= DATE, 10/2q,2002
TOM RECREATION PARK DEW BK/P6, 1457/317
ND
VACANTLA
I C-nE kin
EXISTING ASPHALT PAVEMENT
EXISTING TURFSTONE PAVERS
O EX. IRON PIPE
0 EX. CONC. MON.
O EX. IRON ROD
EX. PK NAIL
EX. FIRE HYDRANT
EX. WATER VALVE
❑ EX. D.I.
- E.X. STORM PIPE
EXISTING RIP -RAP
�i EX. SEPTIC TANK
EX. WATERLINE
EX. LIGHTING FIXTURE
DRAVANG FILE: P07051-BASE.dwg
PLOT SCALE: 1:1
PROPOSED ASPHALT PAVEMENT
{! PROPOSED TURFSTONE PAVERS
PROPOSED INFILTRATION TRENCH
PROPOSED CONCRETE PAVEMENT
PROPOSED 6" CURB (NO GUTTER)
PROPOSED RIP -RAP
0 PROPOSED LIGHTING FIXTURE
L
(GRAVITY)
B) DESIGN FLOW: 475 GPD
"`}'
1) REAL ESTATE OFFICE: 17 emp. x 25 GPD/emp. = 425 GPD
" " 2) WAREHOUSE: 2 emp. x 25 GPD/emp. = 50 GPD
C) LONG TERM APPLICATION RATE (LTAR): 1.2 GPD/SF
D) SEPTIC TANK: 1,000 GAL. COASTAL READY -MIX, STB-913
E) GRAVITY SEWER: 4" SCH 40 PVC ® 1.0% MIN.
F) DRAINFIELD: 4-55 LF 4" DIA. CORRUGATED PLASTIC TUBING ® 3' O.C.
11. DISTANCE FROM DRAINFIELD TO GRAVEL TRENCH = 50'
DISTANCE FROM DRAINFIELD TO INFILTRATION BASIN = 86'
12. BOUNDARY AND TOPOGRPHICAL INFORMATION SHOWN ON THIS PLAN IS BASED
ON A SURVEY BY SEABOARD SURVEYING & PLANNING, INC DATED 5/12/00
AND PREVIOUS PROPOSED SITE PLAN BY QUIBLE & ASSOCIATES, P.C. DATED
12/18/02.
13. THIS PLAN SHEET TO BE UTILIZED FOR SITE LAYOUT AND ON -SITE SEWER
CONSTRUCTION ONLY. FOR SPECIFIC ENGINEERED DESIGN, SEE SEPARATE
CONSTRUCTION DOCUMENTS INCLUDING SEPARATE GRADING, EROSION
CONTROL, AND LIGHTING PLANS.
PAR -'IL, 00364q" 14. THERE ARE NO 404 WETLANDS ON THIS PROPERTY.
P" 4843l7/13346
VP#eZ, AZ_LY MICHAr L w 15. EXISTING BUILDING HEIGHT AND APPEARANCE TO REMAIN UNCHANGED BY THIS
�B"6 �,� APPLICATION. ;�'�/C0A
VACANT L W N4" z
cal,
GRAPHIC SCALE
20 0 10 20 40
I (IN FEET )
1 inch = 20 ft,
EX. WATERLINE
EX. LIGHTING FIXTURE
DRAVANG FILE: P07051-BASE.dwg
PLOT SCALE: 1:1
PROPOSED ASPHALT PAVEMENT
{! PROPOSED TURFSTONE PAVERS
PROPOSED INFILTRATION TRENCH
PROPOSED CONCRETE PAVEMENT
PROPOSED 6" CURB (NO GUTTER)
PROPOSED RIP -RAP
0 PROPOSED LIGHTING FIXTURE
L
(GRAVITY)
B) DESIGN FLOW: 475 GPD
"`}'
1) REAL ESTATE OFFICE: 17 emp. x 25 GPD/emp. = 425 GPD
" " 2) WAREHOUSE: 2 emp. x 25 GPD/emp. = 50 GPD
C) LONG TERM APPLICATION RATE (LTAR): 1.2 GPD/SF
D) SEPTIC TANK: 1,000 GAL. COASTAL READY -MIX, STB-913
E) GRAVITY SEWER: 4" SCH 40 PVC ® 1.0% MIN.
F) DRAINFIELD: 4-55 LF 4" DIA. CORRUGATED PLASTIC TUBING ® 3' O.C.
11. DISTANCE FROM DRAINFIELD TO GRAVEL TRENCH = 50'
DISTANCE FROM DRAINFIELD TO INFILTRATION BASIN = 86'
12. BOUNDARY AND TOPOGRPHICAL INFORMATION SHOWN ON THIS PLAN IS BASED
ON A SURVEY BY SEABOARD SURVEYING & PLANNING, INC DATED 5/12/00
AND PREVIOUS PROPOSED SITE PLAN BY QUIBLE & ASSOCIATES, P.C. DATED
12/18/02.
13. THIS PLAN SHEET TO BE UTILIZED FOR SITE LAYOUT AND ON -SITE SEWER
CONSTRUCTION ONLY. FOR SPECIFIC ENGINEERED DESIGN, SEE SEPARATE
CONSTRUCTION DOCUMENTS INCLUDING SEPARATE GRADING, EROSION
CONTROL, AND LIGHTING PLANS.
PAR -'IL, 00364q" 14. THERE ARE NO 404 WETLANDS ON THIS PROPERTY.
P" 4843l7/13346
VP#eZ, AZ_LY MICHAr L w 15. EXISTING BUILDING HEIGHT AND APPEARANCE TO REMAIN UNCHANGED BY THIS
�B"6 �,� APPLICATION. ;�'�/C0A
VACANT L W N4" z
cal,
GRAPHIC SCALE
20 0 10 20 40
I (IN FEET )
1 inch = 20 ft,
L
(GRAVITY)
B) DESIGN FLOW: 475 GPD
"`}'
1) REAL ESTATE OFFICE: 17 emp. x 25 GPD/emp. = 425 GPD
" " 2) WAREHOUSE: 2 emp. x 25 GPD/emp. = 50 GPD
C) LONG TERM APPLICATION RATE (LTAR): 1.2 GPD/SF
D) SEPTIC TANK: 1,000 GAL. COASTAL READY -MIX, STB-913
E) GRAVITY SEWER: 4" SCH 40 PVC ® 1.0% MIN.
F) DRAINFIELD: 4-55 LF 4" DIA. CORRUGATED PLASTIC TUBING ® 3' O.C.
11. DISTANCE FROM DRAINFIELD TO GRAVEL TRENCH = 50'
DISTANCE FROM DRAINFIELD TO INFILTRATION BASIN = 86'
12. BOUNDARY AND TOPOGRPHICAL INFORMATION SHOWN ON THIS PLAN IS BASED
ON A SURVEY BY SEABOARD SURVEYING & PLANNING, INC DATED 5/12/00
AND PREVIOUS PROPOSED SITE PLAN BY QUIBLE & ASSOCIATES, P.C. DATED
12/18/02.
13. THIS PLAN SHEET TO BE UTILIZED FOR SITE LAYOUT AND ON -SITE SEWER
CONSTRUCTION ONLY. FOR SPECIFIC ENGINEERED DESIGN, SEE SEPARATE
CONSTRUCTION DOCUMENTS INCLUDING SEPARATE GRADING, EROSION
CONTROL, AND LIGHTING PLANS.
PAR -'IL, 00364q" 14. THERE ARE NO 404 WETLANDS ON THIS PROPERTY.
P" 4843l7/13346
VP#eZ, AZ_LY MICHAr L w 15. EXISTING BUILDING HEIGHT AND APPEARANCE TO REMAIN UNCHANGED BY THIS
�B"6 �,� APPLICATION. ;�'�/C0A
VACANT L W N4" z
cal,
GRAPHIC SCALE
20 0 10 20 40
I (IN FEET )
1 inch = 20 ft,
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MMISSION NO.
F
P07051
SIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
08/24/07

ASPHALT
(TO BE INSTALLED
PRIOR TO TURFSTONE)
PAVEMENT BASE
(DIMENSION MAY VARY BASED
ON MANUFACTURER. SEE
MANUFACTURERS SPECIFICATIONS
FOR ACTUAL PAVER THICKNESS)
BOTTOM GRAVEL
BASE
NOTE: USE OF THIS DETAIL MUST BE IN ACCORDANCE
WITH THE "GUIDELINES FOR USAGE" IN THE NAGS HEAD
RECOMMENDED STANDARD DETAIL MANUAL THIS DETAIL
REVISION IS VALID FOR NOT MORE THAN TWO (2) YEARS
FROM THE MOST RECENT DATE OF ADOPTION OR UNTIL
SUPERSEDED BY REVISION, WHICHEVER IS SOONER.
DRAWING ,FILE: P07051-BASE.dwg
PLOT SCALE: 1:1
ELEVA11ON VARIES
SEE GRADING PLAN
FOR SPOT GRADES
CONTRACTOR TO SAW CUT ASPHALT TO
PROVIDE CLEAN EDGE FOR PLACEMENT
OF TURFSTONE PAVERS
VOIDS IN PAVERS TO
BE BACKFILLED WITH SAND
e a-
e
COMPACTED SAND
(98% PROCTOR MIN.
COMPACTION)
1" THICK COMPACTED
SAND BEDDING COURSE
OPEN FACED
F TURFSTONE (TYP)
TOP TURFSTONE
® CURB (AS PER
GRADING PLAN)
WOVEN
GEOTEXTILE
FABRIC
WASHED STONE BASE TO CONSIST OF
8" MIN. THICKNESS FOR TURFSTONE
OUTSIDE OF INFILTRATION TRENCH
AREA.
GRAVEL BASE (STORAGE LAYER)
TO HAVE 24" MIN. THICKNESS
WITHIN INFILTRATION TRENCH AREA
(AS SHOWN ON THE PLANS)
(BOTTOM GRAVEL BASE ® EL. 10.5')
GRAVEL BASE FOR ALL TURFSTONE
AREAS SHALL CONFORM TO THE
=OLLOWING GRADING:
SIEVE VASSING
1.5" 100%
1.0" 95%(t57.)
0.5" 45%(f57.)
No.4 <5%
,OMPACTED STONE TO HAVE 40%
Jnln SPAEF
BOTTOM GRAVEL
(WASHED STONE)
BASE
GEOTEXTLE FABRIC SHEETS SHOULD
OVERLAP 1' MIN. AT EACH SEAM.
TURFSTONE PAVING DETAIL
N.T.S.
A t�ASPHALT
L. PAVEMENT
n
I -�
SECTION A -A
SMALL PARKING LOT
DRIVEWAY CONFIGURATION
(NOT FOR TRACTOR -TRAILER ACCESS)
N.T.S.
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES:
10.5'
11.0'
N
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w
31 In
W
ir
(L
T OR OTHER
JAGEMENT X
11.5
.I
PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
THREADED FASTENERS - ELEVATIONS SHOWN ON
GRADE STICK SHALL BE BASED ON TRUE
ELEVATIONS FROM MEAN SEA LEVEL
CONCRETE
BASE
DEPTH BENCHMARK
N.T.S.
ALL DRAINRELD AND REI',AIR AREAS SHALL BE SEEDED AND MULCHED
ACCORDING TO THE GEfV:RAL SEEDING SPECIFICATIONS
ESTABLISH VEGI
WITH SEEDING
f
ROCK SHALL BE CLEAN, WASHED GRAVEL
OR CRUSHED STONE AND GRADED OR
DANCE WITH SIZE NO.S'
6 OF ASTM D-448.
12. 0'
-TOP OF ASPHALT
-TOP OF CURB NOTE 3,000 PSI FIBERMESH CONCRETE
NCDOT CLASS A
10' EROSION CONTROL
8 THICK)
REBAR\
SECTION A -A
FINISHED GRADE 1 6• 1 7-T 6' FINISHED GRADE
o �.�. o
S '"rMN B-B
FLUME DETAIL
N.T.S.
FILTER CLOTH
CROSS SECTION
INFILTRATION BASIN
BUILDING FEE
N.T.S.
1/4" RAD
9S
2" S9.5A ASPHA' T
6" ABC
Q
PARKWAY
12' CONCRETE
REF. NCDOT STD. 846.01
N.T.S.
C�
DRIVEWAY ASPHALT X— SEC
N. T. S.
H VARIES
SEE PLAN
COMPACTED SAND
WHEEL STOP DETAIL
N.T.S.
DRIVE REBAR FLUSH WITH
TOP OF WHEEL STOP
PRE -CAST 6"H x 9"W x 6'L
CONCRETE WHEEL STOP (TYP)
(INSTALL AT ALL PARKING SPACES)
24" LONG #4 REBAR ANCHOR ROD
(EXTEND 10"INTO GROUND)
XISTING GRADE
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COMMISSION NO.
P07051
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY.
DAD
ISSUE DATE
08/01 /07
SHEET N0.
I`0F 2 SHEET