SW7110604_APPROVED PLANS_20110620

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_JLLL(Y�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
(❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEl(Q�
YYYYMMDD

I
I
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I
I
I
I LOT 6-R I
I ROANCKE VILL46E
PC. ° E ' a. - 680
I I
I
I
I
I
I
LEGEND
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE PAVEMENT I
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT I
O EX. IRON PIPE
EI EX. CONC. MON. I
cu, EX. UTILITY POLE
EX. SANITARY SEWER MANHOLE I
PROPOSED CURB AND GUTTER
PROPOSED 6' CURB (NO GUTTER)
PROPOSED D.I. HATTON H. 14 MIDGETT .MZ t
_AcaYEL/w V. MID6ETT
=== PROPOSED STORM PIPE DB. - 674, P6. - 325
PC. 'C ,a.-111v
' EXISTING TREE TO BE REMOVED I
- ®-- PROPOSED WATER METER & SERVICE
-SS- PROPOSED SANITARY SEWER I
0C.0. PROPOSED CLEAN OUT
LOT 5-R
ROANOKE VILLAGE
PC. ' E ' 54. - 6B0
LOT
ROANOKE VILLAGE
PO. ° D ". 54_ - 334
9T 30' 44' E
I
24' I�
I/4 fKrVl
p�G1PA1255
Ih
HVAC/SERVICE YARD
TO BE SCREENED W/
I
LATTICE & VEGETATION
I29.67'
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T
8
QI I
n
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6k6'
CONC
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PAD
I11.33'
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kA
N
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LOT9
ROAAV*�E VILLAGE
PC. 'D'x.-33q
CISTERN
PROPOSED
1 STORY
BUILDING
ON SLAB
FFE=9.7' '..
B
D.B. 70B, FC. 7B4
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I LOT I
ROANOKE VILLAGE
IPC. ' D ", 5L - 339 I
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PROPOSED'5'. CONC. WAN .. X
LOT/
ROAM9KE VILLAGE
PC. 'D",a.-339
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p m
7B.00' 25,00' IlLOIr
a.-
a
c
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LOT4
ROAAIOKE PAW BLOCK T I
I-®. - 1, P6. - l49
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CONTROL 65lZME2
TOIW OF MAN7E0 MOM
N. B02,679.075'
N 00' 30' 44° E E: 2,463,778b54'
33b2'
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VVV
I AVF
nW:5 tTeiNnNG co, Inc.
f DB. - 632, P6. - 56
VV PORCHm
L�
30.67'
-
PROPOSED V'xmc. Y✓
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MLGA7NXl '16 AS me iS2
DA4FC0. AMAU
DARF CO. ABWAtJ
DRAWING FILE: P10064-base
PLOT SCALE: 1'= 20'
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROLINA
ONE CALL
.Sul %• `
: ■ '
III':
'� • ■ • •': r�1• CD X
ww
NOTES,
1. PROPERTY OWNER / APPLICANT: DARE COUNTY FARM BUREAU
PO BOX 937
MANTEO, NC 27954
2. PROPERTY IDENTIFICATION: 988014328670 & 988014328580
604 & 606 N. HWY 64/264
3. RECORDED REFERENCE: D.B. 708, PG. 784 & D.B. 1021, PG. 155
4. ZONE: BUSINESS (B2)
5. PROPOSED USE: INSURANCE OFFICE
6. PARCEL AREA: 32,525 sq.ft. - 0.75 acres
7. LOT COVERAGE:
PROPOSED - 13,979 sq.ft. (42.98%)
TOTAL ALLOWED - 55% (17,889 sq.ft.)
8. SETBACKS: REQUIRED PROVIDED
FRONT (EAST): 15' 16.00'
SIDE (NORTH): 10' 87.79'
SIDE (SOUTH): 10' 11.00'
REAR (WEST): 20' 61,95'
9. PARKING REQUIREMENTS:
INSURANCE OFFICE
REQUIRED: lspace/500sf x 5,772 sq.ft. = 12 spaces
PROVIDED: 21 spaces
ADA SPACES REQUIRED: 1 space
ADA SPACES PROVIDED: 1 space
10. BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON
A SURVEY BY W.M. MEEKINS Jr., & ASSOCIATES, Inc., DATED 01/06/11.
11. FLOOD ZONE: "All" (EL. 8'). SUBJECT TO CHANGE BY F.E.M.A.
12. PROJECT SCOPE:THIS PLAN PROPOSES THE CONSTRUCTION OF A
5,772 sq.ft. INSURANCE OFFICE WITH ASSOCIATED PARKING, DRAINAGE,
WATER AND SEPTIC IMPROVEMENTS.
13. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
15. SOLID WASTE DISPOSAL: ROLL OUT CANS ARE INTEND SOLID WASTE
DISPOSAL METHOD. MORE THAN FOUR ROLL OUT CANS WILL REQUIRE
A DUMPSTER.
16. BUFFERING: BUFFERING WILL MEET THE REQUIREMENTS OF ARTICLE 15,
SCREENING AND LANDSCAPING OF THE TOWN OF MANTEO ZONING CODE.
AN EXISTING NATURAL OPAQUE SCREEN BUFFER EXISTS ALONG THE REAR
OF THE PROPERTY SEPARATING THE SUBJECT PROPERTY AND THE
RESIDENCES LOCATED IN ROANOKE VILLAGE. THIS BUFFER WILL BE
MAINTAINED AND ENHANCED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE ORDINANCE. ALONG THE SOUTHERN PROPERTY LINE THE EXISTING
BUFFER WILL BE PLANTED TO MEET THE REQUIREMENTS OF A "FORMAL
OPAQUE SCREEN BUFFER".
17. LIGHTING PLAN: AT THIS TIME EXTERIOR LIGHTING CONSISTS OF
ARCHITECTURAL WALL MOUNTED FIXTURES AT THE EGRESS AND INGRESS
LOCATIONS OF THE BUILDINGS. AT THIS TIME FIXTURES ARE TO BE
DETERMINED. ANY MODIFICATION OR ALTERATION TO THIS PLAN WILL BE
PRESENTED FOR REVIEW IN ACCORDANCE WITH ARTICLE XIX --OUTDOOR
LIGHTING.
18. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A
SWALE/CULVERT SYSTEM AND CONVEYED TO A PROPOSED BASIN LOCATED
AT THE REAR OF THE PROPERTY.
19. THIS PLAN SHEET T UTILIZED
0 BE UTI ED FOR THE INSTALLATION OF SITE LAYOUT
IMPROVEMENTS AN r D UTILITIES ONLY. FOR GRADING &DRAINAGE,
INSTALLATION OF SEDIMENT CONTROL MEASURES & BUILDING
DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS. 1p 1„v.i
8
STORMWATR
A13FRC1Ir.D 4!:
- €' H tjNi N:'IR' ,
MANAGEMEA T OMRA S
Sw� 11 Ofnoy
CIO
EXPRESS
TUN O 8 2V
c DFt4R
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
20' 0 10, 20' 40'
( IN FEET )
1 inch = 20 ft.
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■■■■000R
COMMISSION NO.
P10064
DESKNM BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
03/16/11
SHEET NO.
- T.

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ILOT 6-R
PC. I fI , . - 616E
IPG. ' E " 5L. - 6B0
L
I
I
I li
LEGEND I
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE PAVEMENT I
PROPOSED ASPHALT PAVEMENT
IPROPOSED CONCRETE PAVEMENT �
O EX. IRON PIPE
o EX. CONC. MON. I
CU3 EX. UTILITY POLE
0 EX. SANITARY SEWER MANHOLE I
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
I NIF
H.
PROPOSED 6' CURB (NO GUTTER) HATTON II _R d
E _k4ca/w V. N06ETf
PROPOSED D.I. DB. - 674, PG. - 325
PC. ° C ", a. - no
® PROPOSED STORM PIPE I
--I PROPOSED CONTOUR
00
+`O EXISTING SPOT GRADE
9.0 PROPOSED SPOT GRADE I
PROPOSED FLOW ARROW
EXISTING TREE TO BE REMOVED I
LOT--R
ROANOKE VILLAGE
PC. ° E , a. - 6eO
LOT
ROANOKE VILLAGE
PC. "D ", SL. - 334
N 07°30'44°E
f2 Elff +a,
_
4, 24 luFk.E
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7
14 FECAN
'
XY CYPRE55 ,
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LOT I
ROAAl7KE VILLAGE
PC. "D ; a. - 339
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II II
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SW PORTION OF SLOG' + j1Y
TO GUTTERED.
DOWNSPOUTS TO BE . CISTERN
N
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OCISTERN.
r
FL FROM
OVERFLOW
'
CISTERNTERN TT O GOO
'BASIN.
INFILTRATION BASISI N.
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-'
is
TOP OF BERM
O &5' MIN.
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LOT2 I
ROANOKE VILLAGE
PC. ° D ", 54. - 339 I
AREA BOUNDED BY V CONTOUR I
TO BE UNDERCUT TO AN ELEV.
OF 3.0'. IN -SITU MATERIAL IS
TO BE REMOVED AND REPLACED
WITH MEDIUM SANDS.
t/
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ry`BQ\7O'
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LOT I
ROARI VILLAGE
PC. ° D ' 5L. - 334 I
IEPTH
IENCHMARK
a .
PROPOSED ' • 6.6.. -
1 STORY <
BUILDING 1
ON SLAB PR0190E ai
FFE=9.7' T 51DEWN
LOT INI
9.4 9.4
NYWL
_- YARD IASTNLET
PORCH TOP o e.B' D I #1
INV. O 6 5
trw iw aM`
W70 Lo.
LOT
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ROAAIOKE PARY., BLOCK T
1-0. - 1, RI - 199
I
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CONTROL CORI�R
TO{W OF /'fArITEtJ h10K
N= dO267`1O0
N 00° 30' 44"E E: 2,03,71B154'
3362' �
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fa
, y
15 HOPE N-12 CPP
50 LF O 0.0%
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+o
N+o
m o
O
15 HOPE N-12 CPP
42 LF O 0.0%
WF
TIM 5 FRIN"Ar, Co„ Inc.
DB. - 632, P6. - 56
.
GRADE AREA TO
:: ,. 6 PVC
6.6
TOP O�!P
T5• JNV. O 4.75
DRA TD INLET
66 LF O 0.9X
B" INV. O 6.3:
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NYOPLAST
YARD INLET I�
TOP O 8.6'
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Dg5AN5S41OTARY MAINTAIN
GUTTER° FLOW FINE ACROSS'ENTRAN¢E'
o.
TOOF CLRVE.
� 'Q ASNILIE 'P
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QLGATK.W' AS F9Z
DAREGO.96LAU
. • , 4OO'
-
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B.u3iNE:55-
EX X4 Tf WINE
AI
IX RRE MDRANT
IX FIRE M7:WVIT
d1xATvN 165 Fm
dL"TICN AS FEZ
DAWW. AERIAIJ
DARE LO. ABWAU
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROUNA
ONE CALL
DRAWING FILE: P10064-bass
PLOT SCAB: 10= 20'
�",� ► :is �Ivy\♦'♦v
ma
mill
��a:.•�o�4its
Nib
1/�►II'V� ��Q o iil no �' - �11wn''a -,
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NOTES
1.
,� III ^�,��\b,,,,�,,� jv,��r;\♦,�+�
1
PROPERTY• DARE COUNTY FARM BUREAU
•O BOX 937
PROPERTY2. • •N: 983014328670 & 988014328580
.1• : ,••
4. ZONE: BUSINESS (132)
5. PROPOSED OFFICE
7. LOT COVERAGE:
PROPOSED
TOTAL• 1
ASSOCIATES,8. BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON
DATED • 1 .
FLOOD9. ZONE: "AE* (EL. 8'). SUBJECT TO CHANGE BY F.E.M.A.
ELEVATION10. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF
PAVEMENT OF OTHERWISE NOTED.
SPOT ELEVATIONS1 1 AS "TW" INDICATE TOP OF WALK ELEVATION.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE IXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
20' 0 t0' 20' 40'
( IN FEET )
1 inch = 20 ft_
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jz(5
COMMISSION NO.
P10064
DESPAD BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
03/16/11
SHEET NO.
F G SHEETS

I
I
I
I
I
I
I LOT 6-R I
I ROANOKE VILLAGE
PO. ' E ' SL. - 660
I I
I
I
I
I
I
LEGEND
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE PAVEMENT I
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT I
O EX. IRON PIPE
17 EX. CONC. MON. I
CCb EX. UTILITY POLE
EX. SANITARY SEWER MANHOLE I
a- - - EXISTING CONTOUR
PROPOSED CURB AND GUTTER
NiF
PROPOSED 6' CURB (NO GUTTER) HATTON H. HIL)5ETT J? 6
JAC-aa/FE V. t406ETT
0 PROPOSED D.I. DB. - 674, P& - 525
PC. 'L'SL.-IIID
PROPOSED STORM PIPE I
—9.0— PROPOSED CONTOUR
- x PROPOSED SILT FENCE
i4( Ip PROPOSED INLET PROTECTION
�LDD� PROPOSED LIMITS OF DISTURBANCE UMITS OF DISTURBANCE TO RUN CGNCI
VATH PROPERTYTO OCCUR BEYOND PROPERTY
3 PROPOSED SLOTTED DRAIN INLET PROTECTION I
XEXISTING TREE TO BE REMOVED
IDRAWING FILE: P10064-baa
PLAT SCALE: 1"= 20'
I I I
I I
I
LOT 5-R I I
ROANOKE VILLAGE LOT 4 I
PG. " E ' 5i.. - 68C7 ROANOKE VILLAGE LOT 3
I PO. ' D ", a. - 339 ROAN2,�E VILLAGE
I PC. I D 11 a- - 339
I
I I
1 I
N OO° 30' 44'
- 7-
EXISTING TREES OUTSIDE
�, UMITS OF DISTURBANCE
TO REMAIN UNDISTURBED
+
-'' LIMITS OF + XJ'BLM
H FELAH - .-DISTURBANCE
` SILT 20LYPRFaS
x I � FENCE
;a
I I
i + GSTERN
1
D.R. 708, FC. 7BI
LOT2
ROANOKE VILLAGE
PC. I D 0, a. - 339
AN
ANT
_ ---
PROPOSED
UNE
1 STORY
BUILDING
m
!
ON SLAB
N
- FFE 9 7'
_-
I I
I I
I LOTI I
ROANOKE VILLAGE
IPC. "D ' 5- - 334 I
LIMITS OF DISTURBANCE TO' RUN[OINCIDENT
TH PROPERTY UNE NO,LAND DISTURBANCE
To OCCUR BEYOND PROPER7Y'UNE
v
1-TECTION \
j
(tW.)
t \
LOT
ROANOKE PARY., BLOCK T
f-B. - I, PG. - I44
I
CONTROL GORNB2
TOM OF HANTfi7 "vm
N. W2,679.075'
N 000 30' 44' E E• 2963,776.654'
33.62' � I
I
V
N/F
77M 5 PRINTING Co, Inc.
DB. - 632 PG. - 56
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROL►NA
ONE CALL
■.
n ::� rG.�
�
go ♦♦♦O�
�� •♦
�1►�. ►-All z
NOTES:
1. PROPERTY OWNER / APPLICANT: DARE COUNTY FARM BUREAU
PO BOX 937
MANTEO, NC 27954
2. PROPERTY IDENTIFICATION: 988014328670 & 988014328580
604 & 606 N. HWY 64/264
3. RECORDED REFERENCE: D.B. 708, PG. 784 & D.B. 1021, PG. 155
4. ZONE: BUSINESS (B2)
5. PROPOSED USE: INSURANCE OFFICE
6. PARCEL AREA: 32,525 sq.ft. - 0.75 acres
7. BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON
A SURVEY BY W.M. MEEKINS Jr., & ASSOCIATES, Inc., DATED 01/06/11.
8. FLOOD ZONE: "AE" (EL. 8'). SUBJECT TO CHANGE BY F.E.M.A.
SOIL EROSION & SEDIMENTATION
CONTROL PLAN NOTES:
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) AREA TO BE DISTURBED: ±28,511 sq.ft. - t0.65 ac.
b.) PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
c.) IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES
(APR. 1- SEP.30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE
FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT
VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING SPECIFICATIONS ON
SHEET 6 OF 6).
d.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL BE
INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY.
SEE SILT FENCE DETAIL ON SHEET 6 OF 6.
e.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
f.) CONSTRUCTION SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND
APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF
CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) AS GRADING PROCEEDS WITHIN A DRAINAGE AREA, INSTALL DRAINAGE FEATURES
(STORM SEWER, SWALES, DROP INLETS, ECT.) AND ASSOCIATED SEDIMENT CONTROLS
(CHECK DAMS, INLET PROTECTION, OUTLET PROTECTION, ETC.)
7) ONCE SITE IS STABILIZED, INFILTRATION BASIN IS TO BE CLEANED OF ANY
ACCUMULATED SEDIMENT, FINE GRADED AND STABILIZED
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
m. 0 IV 20• +a•
OIL-
( IN FEET )
1 inch = 20 ft_
oIn
W
F
m
yN
N
a-'
3
a
�
�
a
0a�
<
<
....©©m®
0
0
COMMISSION NO.
P10064
DESIGNED BY
DAD
DRAWN BY
JMH
CHECIII D BY
DAD
ISSUE DALE
03/16 11
SHEET NO.
3
i I
I

12-
CAP
"VAN ACCESSIBLE" SIGN
6" CONCRETE (4,000 psi)
VAN
ACCESSIBLE
6x6 10/10 WIRE MESH
SIGN: R7-8 OR R7-8A
RESERVED
GREEN - BORDER AND LEGEND
SLOPE TO DRAIN
m
PARKING
WHITE - BACKGROUND
18'-0" MAX. 18'-0" MAX.
18'-0" MAX.
BLUE - IN ACCORDANCE W/
v c dd
ADA STANDARDS
ax x x=
.d
EQUAL
SPACES EQUAL SPACES
EQUAL SPACES
4. dQ d V
AXIMUM
C C 4
a
PENALTY
SIGN: R7-8D
d e
3 E D
D E 0 D E
D D E D
.: D
GREEN - BORDER AND LEGEND
d a'. d' d d
I I
I I I I I
I I I I
WHITE - BACKGROUND
FOR "W" = 6'-0" OR LESS
-. .
w.
EEO
18'-0" MAX. 18'-0" MAX.
18'-0" MAX.
% N:, r % �/ " "
/ \ � 6" ABC (NCDOT TYPE A )
EQUAL
SPACES EQUAL SPACES
EQUAL SPACES
U.
`/f�\i: \
3I01
E D
D E D D E
D D E D
0
1i1
THOROUGHLY COMPACTED SUBGRADE
D D
D
�iN
E D
D E D D E
D D
m
N a
CONCRETE PAVEMENT SECTION
0
a o
o
x a
N.1:S.
FOR "W" = MORE THAN 6'-0"
(a
0- K
NOTE:
- PROVIDE 6" THICK CONCRETE SLAB -ON -GRADE
REINFORCED WITH 6x6-WI.4xW1.4 W.W.F
- REINFORCING STEEL ASTM, A615, GRADE 60, WELDED
RADIUS CONC. TOP WIRE FABRIC ASTM, A185.
- 1-1/2" CLEAR CONCRETE COVER ON ALL
REINFORCING.
\ 4" CONCRETE (3,000 psi, BROOM FINISHED)
6x6 10/10 WIRE MESH
A
•4 2500 PSI CONCRETE SLOPE TO DRAIN
a a dd
a c d d e
I_
12o Y d e
f — , -+I
ADA RESERVED PARKING SIGN DETAIL
N.T.S.
THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
PVC SCREW CAP
AND ADAPTER
J(.
IL� \-3/8" TO 1- DIA
WASHED STONE
E = EXPANSION JOINT
NOTES: D = DUMMY JOINT
-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
-AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
-SEE ALSO ARCHITECTURAL PLANS SHEET A1.4
JOINT PATTERN
TRAFFIC
RATED
JOINT
SEALANT
1 /8-f J •__.1 /8-t 11 /8-tJ `1 /8 f 'e
RADIUS RADIUS RADIUS RADIO
SAWCUT
(PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DETAIL,
SIDEWALK JOINTS
N.T.S.
1/4-
PARKWAY
6" z 12'9 CONCRETE CURB
REF. NCDOT STD. 846.01
N.T.S.
1/2"
' 3" RADIUS
' v:
.04 SLOPE
NA
TOP OF PAVEMENT
JOINTS (TYP)
3
`ASPHALT i _ SIDEWALK FLUSH WITH
FILM Vmw ASPHALT
TOP OF WALKWAYS I 6'RAMP I TOP OF WALKWAY and ASPHALT
SEC'ITON A —A
WHEELCHAIR RAMP
WALKWAY
xzs.
X" ASPHALT
S9.5A
X" ABC
(NCDOT
COMP)
SUBBAx
ASPHALT X-SEC
m r.1
J I `—PJC PIPE LENGTH
(O/{r\ J(\' j//\ AND SIZE TO SUIT
— 4' TYPICAL
45'BEND
- ` LENGTH 4 SIZE TO SUIT WIDTH VARIES -SEE PLAN WIDTH VARIES - SEE
SEWER CLEAN -OUT I I
N.T.S
1.5" CTS POLY.
(200 PSI) WATER
SERVICE PIPE \
PLASTIC ADAPTER FOR
COMPRESSION CONNECTION
BRASS METER
EASEMENT OR
R/W LINE
METER BOX
///---
(CONC" C.I..
OR PICAM
/WITHCAST
IRON UD.
..o.. °.o..0-0.0--0-0-o`!o..y.o..0. o..o.. o..y.... DUAL CHECK VALVE
e.:O.... 0.... n.... n. - .e. n.e. n. BACKFLOW PREVENTION
d�\\ DEVICE
SINGLE STRAP BRASS SADDLE SERVICE 13' BRASS CORPORA710N^STOP \ 1.8' BRASS CURB STOP
TAMPED BACKFRl
CONTRACTOR TO CONSULT WITH RWS DARE COUNTY WATER DEPARTMENT
PRIOR TO ORDERING METER BOX , SADDLE TAP, CORPORATION STOP,
AND CURB STOP TO MAKE SURE THEY MEET THEIR REQUIREMENTS.
TYPICAL 1.5" SERVICE LINE AND METER BOX INSTALLATION
N.T.S.
NOTE
ALL CONCRETE RI WALKS, CURBS A DRIVES
SHALL BE 3,000 PSI FIBERMESH CCNCREtE
RAISED CURB
N.T.S.
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COMMISSICN N0.
P10064
DESOn BY
DAD
DRANN BY
JMH
CHECKED BY
DAD
ISSUE DALE
03/16 11
SHEET NO.
(DRAWING FILE: P10064-410ails
PLOT SCALE: N.T.S.

_ - 1� _.i_•.!1 -.., �'.Ici s-.t 1 �..:.... _.L. .. ...:r:i I !1�L'LLi ..��.._ - _ .�-_-_ 1
VARIES
FOR MASONRY
FRAME AND GRATES, / ANCHOR
3/16" DIA.
r
WALL TIE,
O 16" CTS
r BARS
Q o 6- CTS
BRICK LAID WITH
"B" BARS
1/2" +/- 1/8"�/
0 12" CTS
MORTAR JOINTS
"D- BARS
O 12- CTS
BARS
_ — 4
0 12" CTS
A"A"
- a 'n. 4-.. m - - I
O R_ ,
"D- BARS
O 12- CTS
—VARIES—
VARIES
FOR CONCRETE
FRAME AND GRATE ANCHOR
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- -F- BARS - I
O 6" CTS
"B" BARS
0 12" Cis
"A" BARS
L
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a
D.BARS
0 12" CTS
VARIES
r6- SUMP REQUIRED ON
TRUCTURES 8 910
DRAWING FILE: P10064—dstalls
PS
N.T.S.
PLAN
WITH COPING REMOVED
SECTION X-X
VARIES
3/16- E
WALL T
O 16" C
BRICK LAID
1/2' +/- 1y
MORTAR JOR
-1- MIN.
VARIES
"D- BAI
O 12"
TRAFFIC BEARING DROP INLET
- USE IN ALL ROADS, PARKING LOTS & TRAVEL WAYS
- REFERENCE NCDOT SPECIFICATION DRAWING 840.35
- ALL REINFORCING MEMBERS TO BE /5 REBAR
- GRATE TO HAVE MAXIMUM 1/2- GRATE OPENING
- REQUIRED WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
24' SQUARE GRATE
FRAME & GRATE
EAST JORDAN
4•z8•x18•
IRON WORKS
DUD B
5250 CATCH BASIN
TYPICAL)
INLET GRATE & FRAME BRICK COPING
24"
ro P
m
`.-�CRETE
SECTION Y—Y
24 SQUARE GRATE
& GRATE
MME
EAST JORDAN
4"x8•x18-
IRON WOPo(S
SOLID BLOCK
5250 CATCH BASIN
(TYPICAL)
INLET GRATE & FRAME BRICK COPING
<
24•
CONCRETE BASE .,.:.-
SECTION Y-Y
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES
7.0'
7.25'
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
GRAVEL OR COMPACTED
SAND BACKFILL
N12 (DOUBLE WALL) HDPe CPP PIPE
i' (CORRUGATED PERFORATED PIPE)
L <
m
PIPE TO BE LINED NTH 6- MIN.- J *PIPE TO BE INSTALLED AS PER
FILTER FABRIC SLEEVE MANUFACTURES RECOMMENDATIONS
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIPE
HDPe CPP PIPE INSTALLATION DETAIL
NTS
�®
CONCRETE HIGH SLUMP
CONCRETE TO TOP
OF PIPE
CONSTRUCTION PRODUCTS NC.
© COPYRIGHT
TOP OF GRATE SHOULD BE _ ROUGH
RECESSED APPROXIMATELY SHAPED BED
1/4-INCH BELOW FINISHED 0
GRADE. THE CONCRETE IV' DIA. CVITECH SLOTTED DF.AIN
EDGE ALONG THE EDGE OF PIPE
THE GRATE SHOULD BE BEVELED �{. (ARMCO ALUMINIZED STEEL TYPE 2)
OR ROUNDED. WITH 6" SLOTTED CONTECH SLOTTED DRAIN DETAIL DRAIN HEIGHT.
a
L] N.T.S.
6
w
�
w
9.0 PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
a
THREADED FASTENERS - ELEVATIONS SHOWN ON
GRADE STICK SHALL BE BASED ON TRUE
It ELEVATIONS FROM MEAN SEA LEVEL
a
8.0
7
CONCRETE
(SASE
1' 6- ) IN EACH BASIN
DEPTH ' ' BENCHMARK
N.T.S.
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A -A
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B-B
FRAME PLAN
n
N
II 1I1
--1—
2 1/8" '
SECTION L-L
SECTION P-P
5 5/
T
11 6-—S-0 7/ IRY 1/2,
R I RID.m L � w 8-
n O i 1/r
6- 8" 3/4. Y 3/4
R I SECTION R-R
3 1/Y r-11 1/r 1 18•
SECTION K-K
HOOD ELEVATION
STORM INLET DETAIL
HEIGHT OF BOXES VARY
NC DOT 840.15 CONC
WALK TOP OF
BERM
Ti
Llj
144 m 1, III
y
ITT �IT�1 a d�i1f 3�i�+h�.,�-�'.;1�r'��.Gi,rF�
SECTION A -AREA BOUNDED BY 8' CONTOUR TO BE UNDERCUT
HORIZONTAL 1'=20' 0 AN ELEVATION OF 3.0'. IN -SITU MATERIAL IS TO
VERTICAL 1"-10' BE REMOVED AND REPLACED WITH MEDIUM SANDS
CURB &GUTTER FRAME, GRATE & HOOD
REQUIRED WHEREVER SRIRM INLET IS PLACED IN CURB At WTR7i
REF. MMOT STD. 840.03B
N.T.S.
1 5/8- �1
1 1/2' I�—� r'1 5/0
0 0
0 0
1 15/32" O O
2'-3 1 /4" 0 0
0 0
o 0
0 0
1 •_q 1 • H
1 15/32' fl•-4 1/r'-7 5 8"
PLAN OF GRATING
CAST IRON
1 3/8"
3�0
SECTION N-N
E
2'-6- L
F�
S-6"
1 /8- PLAN OF FRAME
S_3 3/4 CAST IRON
�1-
E
J
V-7 5 8 - V-7 5 8 4-
3-1 3/4- 21/8
T S-6-
1" DEPRESSION 1/. —' 1/8-
SECTION-GG Ilar SECTION-EE ,,
2'-3 3/4- I`
r 3 1/4" 3/4 3/4•
p � 4" 2" 2•-2"
2"1 3/16-� 2" 2 1/8- V-1 3/4 2 1/8"
SECSEC11ON-HS y_y_I{-HH 2'-6-
SECTION-FF
STANDARD DROP INLET FRAME & GRATE
N.T.S.
INFILTRATION AREA
SIDEWALL SIDE SLOPE
03.1
SEED INFILTRATION BASIN
�AS PER THE GENERAL
/
/ SEEDING SPECIFICATION
INFILTRATION AREA
FLOOR
INFILTRATION AREA
SIDEWALL SIDE SLOPE
O 3:1
ELEVAn(SEE
oNs VARY
PLANS FOR CONTOUR
ELEVAnON INFORMATION)
TYPICAL INFILTRATION AREA CROSS SECTION
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COMMISSION NO.
P10064
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
03/16/11
SHEET NNE
5
_OF 6 SHEETS
- - 1
ei�, (.1 � }�. it I.

r•VAITI ICTI/'. CII TC� CA��In �TVO�
SILT FENCE DETAIL
N.T.S
PERMANENT VEGET
(SEEDING DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLER 15 LBS.
FESCUE 20 LBS.
FERTILIZER
26-13-13 O 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
CH
( 4" WIDEyx 8" DEEP )
STONE (2" TO 3" COARSE
CONCRETE
e -
1
HIGH SLUMP
CONCRETE TO TOP
OF PIPE
' i ' FILTER FABRIC
1 n}
ROUGH
SHAPED BED
18" DIA. CONTECH SLOTTED DRAIN PIPE
(ARMCO ALUMINUM) WITH 6" SLOTTED
DRAIN HEIGHT.
SLOTTED DRAIN INLET PROTECTION DETAIL
N.T.S.
TEMPORARY VEGETATION
SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FERTILIZE
10-10-10 O 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL:*
— FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
— MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP. THEY MUST BE FILLED IN, RE —SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE REUMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING SPECIFIATIONS
SEDIMENT POOL
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NCDOT STANDARD #57 WIRE SCREEN O WNW
WASHED STONE 8"XS"X16" CMU G^_ia
DEWATERING H N &a—amo
1' MIN n d 4�7"dwoi7�i�ligOF
2' MAX ■ Q�R� So
�• c�i
U.
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IRallkl STORM DRAINAGE
F.1rI_, STRUCTURE W/GRATE
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 6.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
INLET PROTECTION
N.T.S
ry SToN f
GRAVEL CONSTRUCTION
ENTRANCE/EXIT DETAIL
N.T.S
7
■■■■©©m®
COMMISSION NO.
P10064
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DAIS
03/16 11
SHEET NO.
6
DRAWING FILE: P10064—ddalls
PLOT SCALE: N.T.S.