SW7110902_APPROVED PLANS_20111006

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

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VICINITY MAP
IYIA C T 0 1
382t M.L. ]KING, JR.0 BLVD.
CITY OF NEW BERN,
CRAVEN COUNTY, NORTH CAROLtNA
NOT TO SCALE
SHEET INDEX
CS COVER SHEET
Cl GENERAL SUBDIVISION PLAN
C2 SITE LAYOUT & DEMOLITION PLAN
C3 SITE UTILITY PLAN
C4 SITE GRADING PLAN
C5 ENLARGED SITE PLAN & DETAILS -
STORMWATER TREATMENT
C6 SITE PLAN - TURN LANE IMPROVEMENTS
C7 DETAILS
C8 DETAILS
C9 DETAILS
C10 DETAILS
Cll OFF -SITE SEWER IMPROVEMENTS
Ll SITE LANDSCAPE & SIGNAGE PLAN
LEGEND
E41STINGNEW
--OHE--
OVERHEAD ELECTRIC LINE
--UGE--
UNDERGROUND ELECTRIC LINE
-UGE-
-- FO --
UNDERGROUND FIBER OPTIC
FIRE WATER LINE
-FW-
- - W - -
WATER LINE
-W-
-- S --
SEWER MAIN/SERVICE
-S-
- - D - -
STORM DRAIN
-D-
- -
DITCH/SWALE
- - -
- - 5 - -
CONTOUR
-5-
CURB AND GUTTER
DROP INLET/INLET PROTECTION
O
CURB INLET
U!
SEWER CLEANOUT
C.O.
X
FENCE
------
TREE LINE/CLEARING LIMITS
- - -CL- • -
SILT FENCE
-----SF-----
+37.0
SPOT ELEVATION
+24.5
FH
FIRE HYDRANT
FIRE DEPT CONNECTION
FDCV
wl m
WATER VALVE
►�
THRUST BLOCK
UTILITY POLE
c-
GUY WIRE
EB O
ELECTRIC BOX/TRANSFORMER
®
WATER METER
CONCRETE
GRAVEL
0
ASPHALT
ASPHALT (HEAVY DUTY)
0
ABBREVIATIONS:
AC
ACRE(S)
APPROX.
APPROXIMATE
fL
CENTER LINE
C.O.
CLEANOUT
DIA
DIAMETER
D.I.
DUCTILE IRON
DOT
DEPT. OF TRANSPORTATION
DS
DRAINAGE STRUCTURE
EX.
EXISTING
FES
FLARED END SECTION
FFE
FINISH FLOOR ELEVATION
HWY
HIGHWAY
INV
INVERT
MAX
MAXIMUM
MIN
MINIMUM
NC
NORTH CAROLINA
O.C.
ON CENTER
OHE
OVERHEAD ELECTRIC
PP
POWER POLE
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
LF
LINEAR. FEET
HP
HIGH POINT
TYP.
TYPICAL
WM
WATER METER
WV
WATER VALVE
®
AT
#
NUMBER
DEGREE
t
PLUS OR MINUS
L=
LENGTH EQUALS
SH DATA:
PRESENT OWNER: MEADOWS NOPERTIES, LLC
120 FAk" `C AVE.
CHARLE 29407
PROPOSED OWNER/ ARTTSC ULC
DEVELOPER: MR. AR. kAVEtiEL, III
105 WA-_ CROK DR, SUITE 4-A
CHARLEt ^9412
(843) 7:
SITE ADDRESS: 3821 M.L. v:. BLVD., NEW BERN, NC (PARCEL A -TRACTOR SUPPLY)
3823 M.L. Kl� RLVD., NEW BERN, NC (PARCEL B-OUTPARCEL)
DEED REFERENCE: D.B. 1142. 1 i °. 30, PG. 112
TAX PARCEL ID: 8-207-090 & 207-13001
SITE ZONING: C-3 (PARCEL A hsl B) AND R-10S AND R-8 (PARCEL C)
BULDING SETBACKS
FRONT = 25 FEET
SIDE = 10 FEET
REAR = 10 FEET
EXISTING USE: VACANT
PROPOSED LAND USE: PARCIL A -TRACTOR SUPPLY, USE CODE 2.210
PARCEL G-FUTURE DEVELOPMENT
SIR AWA&
SITE AREA (PARCEL A): 166,375 SF, 3.82 ACRES
SITE AREA (PARCEL B): 85,782 SF, 1.97 ACRES
SITE AREA (PARCEL C): 1,049.923 SF, 24.10 ACRES
TOTAL SITE AREA 1,302,080 SF, 29.89 ACRES
FLOOD ZONE DESIGNATION: ZONE X (NOT A SPECIAL FLOOD HAZARD ZONE), PER
FEMA DFIRM 3720546900J, DATED JULY. 2, 2D04.
NOTE ROOD ZONES SUBJECT TO CIVAM BY FEMA.
PAR M SUMMARY (PARCEL A)
GROSS FLOOR AREA 19,097 SO. FT.
FORMULA 1 SPACE MINIMUM PER 200 SQUARE FEET OF GROSS FLOOR AREA
NUMBER OF SPACES REQUIREDPER LAND USE ORDINANCE: 19,097/200 = 95 SPACES
NUMBER OF SPACES PROVIDED: 79 SPACES (INCLUDING TREE ISLANDS)
NUMBER OF PARKING SPACES PROVIDED: 68 SPACES
NUMBER OF TREE ISLANDS PROVIDED: 11 SPACES
NUMBER OF OVERSIZE PARKING PROVIDED: 26 SPACES
NOTES:
L SECTION 404 WETLAND AREAS ARE PRESENT ON THE PROPERTY AS PRESENTED ON THE
PRELIMINARY PLAT. THIS WERAND LINE HAS BEEN CONFIRMED BY THE US ARMY CORPS OF
ENGINEERS. NO WETLAND AREA, oILL BE DISTURBED IN ANY MANNER BY THE PROPOSED
CONSTRUCTION.
2. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER I SA NCAC 02B DO NOT EXIST
ON THE PROJECT SITE.
3. ALL STRUCTURES BUILT ON THE PROJECT SITE SHALL COMPLY WITH THE REQUIREMENTS
OF THE NORTH CAROLINA BUILDING CODE, 2009 EDITION.
4. NO STRUCTURES SHAM BE BUILT OUTSIDE THE BUILDING SETBACKS WITH THE EXCEPTION
OF FENCES, DRIVEWAYS, SIDEWALKS OR UTILITY STRUCTURES.
5, ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS FOR THE CITY
OF NEW BERN TO COMPLETE MAINTENANCE OR REPAIR ACTIVITIES AS IT SEES APPROPRIATE.
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PERLIMINARY SUBDIVISION PLAT i I �--
-NOT FOR RECORDATION, CONVEYANCE OR SALES- I 0
— — — J L
Ip
---- ------ G ;SMEDIAN
— — — -
- - - - GRASS �
N 84'5C29' E 596.61' (TOTAL) 42150'
\
1 — 20 LANDSCAPE &1FTER E� �84175.1
_3(1'23'�E� 0
---------------- iPF1Io I EASEMENTAREA 'B'=7,928SF I I
1 EXISTING 1 STORY BRICK I
EXISTING 1 STORY PRICK STRUCTURE, TO REMAIN I
STRUCTURE, TO REMAIN
1
EASEMENT AREA 'A' = 6,861 SF RIANCE I ; US HWY 17 ENT ICORRIDOR --� --
m 1 I
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PARCEL A I I
I n (ENTRANCE CORRIDOR PARCEL B / cAROLYN S. LEBH
—1 : 0 166,375 SF I '' D.B. 1752, PG. 811
85,782 $F N m �' I P.C. B, SL 293
3.82 AC
I PANES PROPERTIES LLC : ZONED C-3
1 BAZEMORE CRAVEN, LLC 1 I 1.97 AC I W I I 8-207-211
D.B. 1932, PG. 1047 a;
1 D.B. 725, PG. 347
ZONED C-3 — — 1 I ZONED 7� II II I I HARTFAMILY 61' LLC
8-207-020'EBUFFER EASEMENT & 20' B1770, PG. 2
DRAINAGE AND US 1EASE/ENT I
1
(D.B. 2211, PG. 824) I .' N' I ZONED C-3
8-207-231
N I
E 208.91'
SETH B. NEEDHAM I N 8458'19' I
REBAR
D.B. 2243, PG. 843 20' BAEM ^ r N 84'44'10' E In
ZONED R-15 1 S 9'29'28' E J `-UMI1S — . 824 o Intg0.49'
8-207-240 1 63.45' C 349.25' LIMITS OF R - 8
N
ZONING T �7
—
IPF N 8436'13' E 212.44' _ — 15' WIDE DRAINAGE /
15' WIDE DRAINAGE I EASEMENT LAICEVIEW ESTATES, SEC. II
— —
�ptVH► EASEMENT I
THOMAS A DANIELS
Svtl 3.PG' 3
• . . ..
D.B. 1616, PG. 966
ZONED Vt-15
' ZONED C-3
8-207-091
8-207-170
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8-207-239 �.'.'4O4 ilANDS ..' = i
Sq.140TE5•, PARCEL C / I
1,049,923 SF QL
2410 AC In
s
LOT 38
8-207-4-038
LOT 37 \
rr 8-207-4-W \
J'.'.'.•.'.'.'.'. 8039,51
.E
J MEADOWS PROPERTIES, LLC j IPS�
'.'._.'.'.'_'! PURIM OF FIRST TRACT1633, PG.
/
LOT 4 LOT 5 /,�. D.B.
ZONED R-8242
LOT 3 I /8-207-C-005/ ' (SINGLE-FAMILY & MULTI -FAMILY) /
LOT 1 I LOT 2 i I / m� 8-207-M /.
PROPOSED FUTURE BELLE OAKS PHASE V
I BELLE OAKS, LLC
_ D.B. 2752, PG. 158
�- 7- / ZONED R-IOS
1 \
LOT 9 ` HIGGINS MEADOW SUBD. • _ _ • _ _
\ \ \ � :. '4Q4. YIEiLIQ40S • : / _
\ P.C. G, SL 46-E
— L ZONED R-151 LOT
\ I LOT I11 7
LOT 10 11 8 y , \ / I
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_ 4S02'Z2'S7'W /
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\ �
sN 65.23
LOT 1 LOT 80
\ \ 8-2074-001 s-207-F-0BO
\ / LOT 2 LOT 79 H 8-207 L=29.52' L
I 1 -F-079 R=180.50'
TAN=14.77' \_-
1 / DELTA=6'01'49' _
8-2074-M S11'23'171Y
LOT 3 61.00' S78'36'43'E
52.19' I
I I 1 LOT 78
I LIMITS I 504 NEUSE RIPARIAN BUFFER AREA LOT 4 2U7-F-078
1 BE OAKS - E I
\ I \ DINEDR-1 S1 LOT 77 I
LOT 5 8-2074-077 N o
LOT 76 " 8-207-13001 I?
LOT 6 8-1
LOT 75 153.00' i
\ 1 .
CITY OF BERM .
DB.1365PC. 581 /
/
A PRELIMINARY: UBDIVISION PLAT
Ct Ct SCALE.
I,
I /
LOT 7
! LOT 36
I 8-207-4-CM
1
`Lor 35
I 8-2D7-4-035
I LAKEVIEW ESTATES, SEC. II
P.C. D, SL 449
' ZONED R-15
I� LOT 33
8-207-4-033
LOT 32
/y 8-207-4-M
it
LOT 31
8-207-4-031
FSAII
LOT 30
8-207-1-M
LOT 29
8-207-1-M
8 207-F-075
S)$3643�
BELLE OAKS PHASE II�¢�yA�
I `
LOT 74
P.C. G, 199-H 92
ZONE R-10S
LAKEVIEW ESTATES
P.C. B, SL 141
73013 LOT 72
/ LOT 28 ZONED R-15
8-LOT
.4
8-2074-072
8-207-1-t>28
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/
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107.105)8136'I
0
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336.06• (70LQ)
I LOT 27
_
.50!2z6.96'
8-207-1-027
T -W59'
v
�
Z
LOT 71
8-207-F-071
BELLEG SL PHASEHit
ZONED R-
/ LOT 26
8-207-1-026
8-207-F-008
I
TAX ID
j OWNER NAME
MAILIN.ADDRESS CITY STATE' ZIP
8w-m
BAZEMORE CRAVEN LLC
4801 PARAGON PARK RD
RALEIGH
NC
27616
8207-0M
RAVES PROPERTIES LLCJ W
312 S FRONTST
NEW BERN
INC
28560
8207-WO
MEADOWS PROPERTIES LLC
12D FARMFELD AVE
CHARLESTON
SC
29407
S207-091
DANIELS, THOMAS ASHLEY
5109 PIETREE LN
NEW BERN
NC
28562
S207-1-026
JONES, ELIZABETH
5009 LAKESHORE DR
NEW BERN
NC
28562
S207-1-027
MURPHY, CHESTER E & JOYCE B
5011 LAKESHORE DR
NEW BERN
NC
28562
82074-128
MUtPHY, CHESTER E & JOYCE B
5013 LAKESHORE DR
NEW BERN
NC
28562
111-207-1-M
SANDERS, SILLY JOE & SANDERS, MARY
5013 LAKESHORE DR
NEW BERN
NC
28562
.8-207-1-M
WEATHERINGTON, LAWRENCE A & DEBORAH
3419 OAKS RD
NEW BERN
NC
28560
8 207-13001
BELLE OAKS LLC
PO BOX 1575
NEW BERN
NC
285t'�
8207-170
DANIELS, THOMAS ASHLEY
5109 PINETREE LN
NEW BERN
NC
28562
S207 2002
HIGGINS MEADOW PROPERTY OWNERS
PO BOX 1575
NEW BERM
I NC
285M
B•207-211
LEITH. CAROLYN S TRUSTEE
6005 CASTLEBROOK DR
RALEIGH
INC
27604
III 231
WART FAMILY INVESTMENTS LLC
W9 MADAM MOORES LN
NEW BERN
NC
28562
8207$39
NEEDHAM, ROGER T & LISA T
1208 RIVER RD
NEW BERN
INC
28562
8207-240
NEEDHAM. SETH B & WILMA V
1210-RIVER RD
NEW BERN
NC
28562
8-207-245
NEEDHAM, SETH B & WLMA V
1210 RIVER RD
NEW BERN
NC
28562
82074-031
CALSL ROBERTJ & KAREN A
107 KANSAS RD
RHINEBECK
NY
M72
8-207.4-=
BILLS, JOHN M & ELLS, SAMI LYN CO
3812 HORSESHOE RD
NEW BERN
NC
28562
8M-4.033
.AWES, JESSE P & MCARTHUR JESSICA
3810 HORSESHOE RD
NEW BERN
INC
28562
B-2074-035
GIBSON, DOROAIY T
38M MITCHELL CR
NEW BERN
NC
28562
8-2D7.4-036
DUIMUSIC, VESNA & STANISLAV
3803 MRC;FIELL CR
NEW BERN
INC
28562
8-207.4-W
CODER CHARLOTTE L
3W5 MITCHELL CR
NEW BERN
NC
28562
8-207.4-M
CORLEY, HOWARD GREGORY 8 &
3807 MITCHELL CR
NEW BERN
NC
28562
8=-C4)05
BENNETT, MICHAEL SUZANNE & MICHAEL
109 BELLES WAY
NEW BERN
NC 128562
8207104106
PURVIS, PRES70N & VICTORIA J
111 BELLES WAY
NEW BERN
INC
2M
S-207-F-001
BRATCHER CATHY J
112 FISTING CREEK DR
NEW BERN
NC
28582
S207f-00A
BELLE OAKS PROPERTY OWNERS
PO BOX 1575
NEW BERN
NC
28563
8207-F-008
BELLE OAKS PROPERTY OWNERS
PO BOX 1575
NEW BERN
INC
28563
S-207-F-071
MICHAUD, GARY F & HAZEL K
303 BELLE OAKS DR
NEW BERN
NC
28562
8-1
ELKS, BRAIN D
205 BELLE OAKS DR
NEW BERN
NC
2&562
B407-F-M
CEDARS, ERIC & TONYA
203 BELLE OAKS DR
NEW BERN
NC
28562
8207-F-075
VOEGELE. KEW J
207 FISHING CREEK DR
NEW BERN
NC
28562
8-Z07f-078
NEYYELL. JAMES ROBERT & BRRA FORDON
205 FISHING CREEK OR
NEW BERN
NC
28W
8-207-F-M
HART, BRAW & LAUiEN
203 FISHING CREEK DR
NEW BERN
NC
28562
8.207-F-M
SHEPPERSON, JASON D & TERESA L
201 FISHING CREEK DR
NEW BERN
NC
28562
8207•F-079
BURROWS, CYNTHA L & RICHARD G
3103 PEPPERCORN RD
NEW BERN
NC I
28562
S-207­F-=
HURST, ROBERT PATTERSON & H ILLARY
113 FISAM CREEK DR
NEW BERN
NC
2M
GENERAL SUBDIVISION PLAN ACCEPTABLE TO:
CHAIRMAN, CITY OF NEW BERN PLANNING BOARD
DAIL
1
RELEASE FOR PERMITS
JKA
7/7/11
2
DEPARTMENT REVIEW COMMENTS
JKA
7/18/11
3
REVISED PARKING
JKA
• 9/7/11
NO.
DESCRIPTION
BY
DATE
Revisions
ME TA:
PRESENT OWNER: MEADOWS PROPERTIES, LLC
120 FARMFIELD AVE.
CHARLESTON, SC 29407
PROPOSED OWNER/ ARTTSCO7W0, LLC
DEVELOPER: MR. ARTHUR RAVENEL, III
105 WAPPOO CREEK DR, SUITE 4-A
CHARLESTON, SC 29412
[phone]
SITE ADDRESS: 3821 M.L. KING, JR. BLVD., NEW BERN, NC (PARCEL A -TRACTOR SUPPLY)
3823 M.L. KING, JR. BLVD., NEW BERN, NC (PARCEL B-OUTPARCEL)
DEED REFERENCE: D.B. 1142, PG. 319; M.B. 30, PG. 112
TAX PARCEL ID: 8-207-00 & 8-207-13001
SITE ZONING: C-3 (PARCEL A AND B) AND R-10S AND R-8 (PARCEL C)
BUILDING SUWKS,
FRONT = 25 FEET -
SIDE = 10 FEET
REAR = 10 FEET
EXISTING USE: VACANT
PROPOSED LAND USE: PARCEL A -TRACTOR SUPPLY, USE CODE 2.210
PARCEL B-FUTURE DEVELOPMENT
SITE AREA (PARCEL A): 166,375 SF, 3.82 ACRES
SITE AREA (PARCEL B): 85,782 SF, 1.97 ACRES
SITE AREA (PARCEL C): 1,049.923 SF, 24.10 ACRES
TOTAL SITE AREA 1,302,080 SF, 29.89 ACRES
FLOOD ZONE DESIGNATION: ZONE X (NOT A SPECIAL FLOOD HAZARD ZONE), PER
TEMA DFIRM 37205469OOJ, DATED JULY. 2, 2004.
NOTE FLOOD ZONES SUBJECT TO CHANGE BY FEMA
PARKING SUMMARY (PAXg Al
GROSS FLOOR AREA 19.097 SO. FT.
FORMULA 1 SPACE MINIMUM PER 200 SQUARE FEET OF GROSS FLOOR AREA
NUMBER OF SPACES REQUIREDPER LAND USE ORDINANCE: 19,097/200 = 95 SPACES
NUMBER OF SPACES PROVIDED: 79 SPACES (INCLUDING TREE ISLANDS)
NUMBER OF PARKING SPACES PROVIDED: 68 SPACES
NUMBER OF TREE ISLANDS PROVIDED: 11 SPACES
NUMBER OF OVERSIZE PARKING PROVIDED: 26 SPACES
NOTES:
1. SECTION 404 WETLAND AREAS ARE PRESENT ON THE PROPERTY AS PRESENTED ON THE
PRELIMINARY PLAT. THIS WETLAND LINE HAS BEEN CONFIRMED BY THE US ARMY CORPS OF
ENGINEERS. NO WETLAND AREAS WILL BE DISTURBED IN ANY MANNER BY THE PROPOSED
CONSTRUCTION.
2. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B DO NOT EXIST
ON THE PROJECT SITE.
3. ALL STRUCTURES BUILT ON THE PROJECT SITE SHALL COMPLY WITH THE REQUIREMENTS
OF THE NORTH CAROLINA BUILDING CODE, 2009 EDITION.
4. NO STRUCTURES SHALL BE BUILT OUTSIDE THE BUILDING SETBACKS WITH THE EXCEPTION
OF FENCES, DRIVEWAYS, SIDEWALKS OR UTILITY STRUCTURES.
5. ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS FOR THE CITY
OF NEW BERN TO COMPLETE MAINTENANCE OR REPAIR ACTIVITIES AS IT SEES APPROPRIATE.
30 0 15 30 60
GRAPHIC SCALE 1' = 30'
100 0 50 100 200
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JR BLVD - U.S. HIGHWAY 17 - - -
M.L KIN 5'0' PAVED/PUBLIC R/W
9 STOP BAR
` TURN LANE IMPROVEMENTS
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N ` / - - -W- - - - - DESIGNED
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# �---
1 STORY j
BRICK /
EASEMENT AREA 'A/ = 61861 SF
20' LANDSCAPE BUFFER EASEMENT & 20'-
ELECTRIC EASEMENT (D.B. 2211, PG. 824)
POINT OF CONTACT FOR NATURAL GAS SERVICE:
MR. WILL SILVER
PIEDMONT NATURAL GAS
(252 916_an� --
POINT OF CONTACT FOR CITY OF NEW BERN ELECTRIC:
MR. BRUCE NOBLES
PROGRESS ENERGY
[phone]
POINT OF CONTACT FOR WATER AND SEWER
MR. MATT MONTANYE
STAFF ENGINEER
[phone]
JOHN & LOLAR RAINES
D.B. 530, PG. 524
ZONED C-3
EASEMENT AREA 'B' = 7,928 SF
I I�
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I 1 I I I 12' WIDE MAINTENANCE GATE
Z xBY OTHERS STORMWATER TREATMENT AREA
N B4 58'19" E 208.91' 1. I I I 13
I _
303.29'
AREA OCCUPIED BY OTHERS
FENCE ENCROACHMENT 2 LIMITS OF C-3 ZONING - - -CL"
(12,730 SQ FT) X yyITS OFF-8 2WNG
1 _ - -..-.
A 349.25' - _CL- •N--Sn8'1� 65� MT _ PARCEL C WOODED AREA
SITE LAYOUT & DEMOLITION PLAN - 1,049,923 SF TO REMAIN
LWooDED AREA 24.,9 AC j '
C2 C2 SCALE: 1"=30' _ - - - TO REMAIN?
S HMfE 17ENTRANCE CORRIDOR
I
THOMAS A. DANIELS
D.B. 1616, PG. 966
ZONED
1 RELEASE FOR PERMITS JKA 7/7/11
2 DEPARTMENT REVIEW COMMENTS JKA 7/18/11
3 REVISED PARKING JKA 9/7/11
NO. DESCRIPTION BY DATE
Revisions
1.
THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2.
PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3.
ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN. SEE DETAIL J, SHEET C-4.
DEMOLITION
WORK ITEMS
O1
EXISTING OVERHEAD ELECTRIC TO BE RELOCATED BY PROGRESS ENERGY.
2Q
EXISTING AREA TO BE CLEARED AND GRUBBED.
NEW WORK ITEMS:
1O
NEW ASPHALT PAVEMENT - SEE DETAIL A, SHEET C7.
O
OUTSIDE PROPANE FUELING AREA -BY BUILDING CONTRACTOR. SITE CONTRACTOR
SHALL COORDINATE WITH BUILDING CONTRACTOR.
NEW CONCRETE APRON - SEE DETAIL C. SHEET C7.
®
NEW CONCRETE SIDEWALK - SEE DETAIL D, SHEET C7.
O
NEW WHEEL STOP - SEE SHEET DETAIL E, SHEET C7.
©
NEW CURB & GUTTER - SEE SHEET DETAIL F, SHEET C7.
7O
NEW HANDICAP RAMP - SEE DETAIL G, SHEET C7.
NEW HANDICAP SIGNAGE - SEE DETAIL H, SHEET C7.
gO
NEW TRAFFIC MARKING - SEE DETAIL I, SHEET C7.
iQ
NEW TRAFFIC SIGNAGE - SEE DETAIL J, SHEET C7
11
SLAB -ON -GRADE JOINTS - SEE DETAIL K. SHEET C7.
;2
NEW DROP INLET - SEE DETAIL L. SHEET C7.
13
NEW CHAINLINK FENCE & SLIDING GATE - SEE ARCHITECTURAL PLANS.
14
NEW BOLLARD - SEE DETAIL B, SHEET C8.
15
PAVEMENT CUT AND PATCH - SEE DETAIL C, SHEET C8.
16
GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C9.
17
SILT FENCE - SEE DETAIL B, SHEET C9.
0
DROP INLET PROTECTION - SEE DETAIL C, SHEET C9.
0
CHECK DAM - SEE DETAIL D, SHEET C9.
PO
INLET/OUTLET PROTECTION - SEE DETAIL E, SHEET C9.
°
VEGETATED SWALE - SEE DETAIL F, SHEET C9.
r?2
2" WATER SERVICE CONNECTION - SEE DETAIL A, SHEET C10.
%1
NEW FIRE HYDRANT - SEE DETAIL B, SHEET C10.
NEW VALVE AND VALVE BOX - SEEDETAIL C, SHEET CIO.
T
THRUST BLOCKING - SEE DETAIL D, SHEET C10.
PIPE TRENCH BEDDING - SEE DETAIL E, SHEET, C10.
2i
SEWER CLEANOUT - SEE DETAIL F, SHEET C10.
@8
NEW DEEP AIRVAC VALVE PIT - SEE DETAIL G, SHEET' C10.
Sa DATA FOR PARCEL A
PRESENT OWNER: MEADOWS PROPERTIES, LLC
120 FARMFIELD AVE.
CHARLESTON, SC 29407
PROPOSED OWNER/ ARTTSCOTWO, LLC
DEVELOPER: MR. ARTHUR RAVENEL, III
105 WAPPOO CREEK DR, SUITE 4-A
CHARLESTON, SC 29412
[phone]
SITE ADDRESS: 3821 M.L. KING, JR. BLVD., NEW BERN, NC (PARCEL A -TRACTOR SUPPLY)
DEED REFERENCE: D.B. 1142, PG. 319; M.B. 30, PG. 112
TAX PARCEL ID: 8-207-090 & 8-207-13001
SITE ZONING: C-3
BUILDING SETBACKS:
FRONT = 25 FEET
SIDE = 10 FEET
REAR = 10 FEET
EXISTING USE: VACANT
PROPOSED LAND USE: PARCEL A -TRACTOR SUPPLY, USE CODE 2.210
SIM A3E�
SITE AREA (PARCEL A): 166,375 SF, 3.82 ACRES
FLOOD ZONE DESIGNATION: ZONE X (NOT A SPECIAL FLOOD HAZARD ZONE), PER
FEMA DFIRM 3720546900J, DATED JULY. 2, 2004.
NOTE: FLOOD ZONES %UCT M gNNGE BY FEYA
PARKING INMARY (pA= A)Al
GROSS FLOOR AREA: 19,097 SO. FT.
FORMULA. 1 SPACE MINIMUM PER 200 SQUARE FEET OF GROSS FLOOR AREA
NUMBER OF SPACES REQUIREDPER LAND USE ORDINANCE: 19,097/200 = 95 SPACES
NUMBER OF SPACES PROVIDED: 79 SPACES (INCLUDING TREE ISLANDS)
NUMBER OF PARKING SPACES PROVIDED: 68 SPACES
NUMBER OF TREE ISLANDS PROVIDED: 11 SPACES
NUMBER OF OVERSIZE PARKING PROVIDED: 26 SPACES
NOTES:
1. SECTION 404 WETLAND AREAS ARE PRESENT ON THE PROPERTY AS PRESENTED ON THE
PRELIMINARY PLAT. THIS WETLAND LINE HAS BEEN CONFIRMED BY THE US ARMY CORPS OF
ENGINEERS. NO WETLAND AREAS WILL BE DISTURBED IN ANY MANNER BY THE PROPOSED
CONSTRUCTION.
2. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B DO NOT EXIST
ON THE PROJECT SITE.
3. ALL STRUCTURES BUILT ON THE PROJECT SITE SHALL COMPLY WITH THE REQUIREMENTS
OF THE NORTH CAROLINA BUILDING CODE, 2009 EDITION.
4. NO STRUCTURES SHALL BE BUILT OUTSIDE THE BUILDING SETBACKS WITH THE EXCEPTION
OF FENCES, DRIVEWAYS, SIDEWALKS OR UTILITY STRUCTURES.
5. ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS FOR THE CITY
OF NEW BERN TO COMPLETE MAINTENANCE OR REPAIR ACTIVITIES AS IT SEES APPROPRIATE.
30 0 15 30 60
GRAPHIC SCALE 1" = 30'
LO
O W Q
E� m
oz
H
u z
O
I� in 1=1
O
L .
Q CD
M
/�. co
V �
v
W
CO
W Ln.LI
Z N
C7� ,oc00
ZLoZ
W V_ ccri
.J O m N
m L
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Qa,za
Z',
Z
O
U1 Z E� Q ,
0
O
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�: w E-+
CY) W
�1
E-4.
10051
,

_ f �
\ o
m I
1
1
EXISTING 4"CAP
\ TO BE OVED
INV=15.94
15" RCP - -
_ v. 16.7'
RCP --_ -
17.0'-
-S 15
EXISTING 4" \
VACUUM LINE
EXISTING VACUUM
VAULT / II
II
I
II
I
'I I�
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN. SEE DETAIL J, SHEET C-4.
NEW WORK ITEMS:
0 NEW ASPHALT PAVEMENT - SEE DETAIL A, SHEET C7.
O SOUTSIDE PROPANE HALL COORDINATE WTHNBUILDNG CONTRACTOR. G AREA -BY BUILDING CONTRACTOR. SITE CONTRACTOR
0 NEW CONCRETE APRON - SEE DETAIL C, SHEET C7.
40 NEW CONCRETE SIDEWALK - SEE DETAIL D, SHEET C7.
O NEW WHEEL STOP - SEE SHEET DETAIL E, SHEET C7.
© NEW CURB & GUTTER - SEE SHEET DETAIL F, SHEET C7.
70 NEW HANDICAP RAMP - SEE DETAIL G, SHEET C7.
® NEW HANDICAP SIGNAGE - SEE DETAIL H, SHEET C7.
g0 NEW TRAFFIC MARKING - SEE DETAIL I, SHEET C7.
10 NEW TRAFFIC SIGNAGE - SEE DETAIL J, SHEET C7
11 SLAB -ON -GRADE JOINTS - SEE DETAIL K, SHEET C7.
i2 NEW DROP INLET - SEE DETAIL L, SHEET C7.
13 NEW CHAINLNK FENCE & SLIDING GATE - SEE ARCHITECTURAL PLANS.
14 NEW BOLLARD - SEE DETAIL B, SHEET C8.
15 PAVEMENT CUT AND PATCH - SEE DETAIL C, SHEET C8.
1B GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C9.
17 SILT FENCE - SEE DETAIL B, SHEET C9.
18 DROP INLET PROTECTION - SEE DETAIL C, SHEET C9.
ig CHECK DAM - SEE DETAIL D, SHEET C9.
0 INLET/OUTLET PROTECTION - SEE DETAIL E, SHEET C9.
©j VEGETATED SWALE - SEE DETAIL F, SHEET C9.
Q 2" WATER SERVICE CONNECTION - SEE DETAIL A, SHEET CIO.
©3 NEW FIRE HYDRANT - SEE DETAIL B, SHEET CIO.
©4 NEW VALVE AND VALVE BOX - SEE DETAIL C, SHEET CIO.
0 THRUST BLOCKING - SEE DETAIL D, SHEET CIO.
© PIPE TRENCH BEDDING - SEE DETAIL E, SHEET CIO.
27 SEWER CLEANOUT - SEE DETAIL F, SHEET CIO.
® NEW DEEP AIRVAC VALVE PIT - SEE DETAIL G, SHEET CIO.
A SITE UTILITY PLAN
C3 3C3 SCALE: 1"=30'
_ 1 RELEASE FOR PERMITS JKA 7/7/11
_ - - - - - 2 DEPARTMENT REVIEW COMMENTS JKA 7/18/1 1
3 REVISED PARKING JKA 9/7/1 1
_----- ---____--G---- NO. DESCRIPTION BY DATE
_ -------__-_---G------ - Revisions
�--
II - - -- /
- ----------------
' SOUTHBOUND LANE _ - -------------
---------------------------------------- /
KING, JR BLVD - U.S. HIGHWAY 17
I 0' PAVED/PUBLIC R/W _ i�ax6"�APPIN DDLE-N VALVE 24
,5 - _ O
�1) THRUST BLOCK 25
\ II EXISTING 8" PVC
` 1) f_WATEB..-SERW-FCONAECTION 22 WATER MAIN NEW 6" D.I. WATER 15 1
24 (1) 8"x6" TAPPNG SADDLE &rIARV - - 1) THRUST BLOCK 25 MAIN- 36" - 'r- 1NV �4== ---CP
\ I _ (1UST BL CK --CFO MINIMUM BURY o _ -w- - - - IN
_ - _ _ - -- - --------w- - - - -
T - NORTHBOUND LANE FO-,. p
-w- -
\ / _
421.50'�-
\\\\- - _ - - -- -w- ' Fo' N 8456'29" E 596.61' (TOTAL) HE / PYLON SIGN, O �DNE I
_ /�� SEE INSET 'A' I Y DESIGNED BY OTHERS I
s 9 W---OHE- �� _r• F� _ _n THIS SHEET Ll
_ 0 175.10' NEW VACUUM PIT 28 26 NEW 6" D.I. FIRE
INV=18.22 (6" D.I.) WATER MAIN - SEE
DETAIL D, SHEET C8
NEW 40OLF 4" D.I. VACUUM 26 O (1) THRUS(1) 4" BIOCCAP FOR WATER MAIN PROFILE
SHEET CllER MAIN - SEE 25 N �
O�
JOHN & LOLAR RAINES D.B.
530, PG. 524
N 84 58' 19" E 208.91'
AREA OCCUPIED BY OTHERS
FENCE ENCROACHMENT
(12,730 SQ FT)
349.25'
26 NEW 6" D.I FIRE
WATER MAIN
23
• J I
•• . '• ': ..tea _�._ :• 4 .•.. .
a . `.. _ .':.• :, .. -.� .'. .. •:-4,800,8F DISPLAY AREA: ' .r .. ..: �.: _ d :'.• .�:d;
•d •4... '.� .d•'
NEW GAS SERVICE -CONTRACTOR TO I
COORDINATE WTH UTILITY P.ROVIDER I
NEW 2" PVC DOMESTIC WATER >Oc I
SERVICE - 36" MI BURY
REDUCE TO 1 1/ AT ILDING I
+NEW 'a
o I UND
SERVICEOB P OGRESSECTRIC ENERGY
�t 6" TEE
I THRUST BLOCK(a I
EXTEND FIRE WATER MAIN I
INTO MECHANICAL AREA. I
ROUTE NEW WATER MAIN SEE FIRE PROTECTION PLAN FOR a:
BELOW NEW STORM DRAIN - PROVIDE CONTINUATION. SEE SPECIAL
MINIMUM 24" VERTICAL SEPARATION NOTE 1, THIS SHEET.
' : •" I 1 STORY
' .. `. d a I BRICK
•. ry . t4:.7e QOd: SID WALK.
NEW FIRE DEPARTMENT 2 C.O.
• .a ..
CONNECTION - SEE DETAIL H • ' °' �'
SHEET CIO
...:._ ;;.a ••n..:� �-�:.�
L
m
P. M G N
..;
7
5I`
0 0 NU 0
I
926 NEW 378LF t 6" D.I.
FDC
..
INV 2.
.. ._ .
EWER SERVICE 0 1.0%
. •. • • . : .'
d d..
I
C.
NEW FDC 26
° `.. 4.. ;.e .• , : ^ : ' 15,00© '$F
N
Cl
ATER
A E A
;' °.OUTSIDE.`STORAGE:%
1
o
:..
d- • .
W
•.. d.' • .
IN
5'
7'
R T
0
.. a ._ • .:
o f
F 2 0'
d .d .r .'...y�.
C.
• d •' •• Y
.
: i - •..
a - .. .. • ..
ROUTE NEW SEWER ABOVE
E U G LA C C E � j
C IN 10
-• � d • - •.
,d
I
LO 10 '
NEW STORM DRAIN 27 .d
I 22
PARCEL B
d
85,782 SF
C.0.27 d ..
1.97 AC
aw . : • lOADING d
.d. AREA' •.
.d
r
.•
I
••
NEW UNDERGROUND ELECTRIC
I
SERVICE BY PROGRESS ENERGY
I
--
o
NEW 4" PVC CONDUIT
BY SITE CONTRACTOR
8'x8'x6" THICK CONCRETE
APRON PER PROGRESS ENERGY
I iz�
COORDINATE WITH PROGRESS
SPEC BY SITE CONTRACTOR
I
ENERGY
COORDINATE WITH PROGRESS
13
I
ENERGY
EXISTING 8" PVC WATER MAIN i
- -W
METER BOX AND 1.5"
BACKFLOW PREVENTER,
BY CONTRACTOR,
METER BOX BY CONTRACTOR'
1.5" METER BY CITY
PL ZE
;INSET 'A'
SCALE: 1"=10'
POINT OF CONTACT FOR NATURAL GAS SERVICE:
MR. WILL SILVER
PIEDMONT NATURAL GAS
[phone]
POINT OF CONTACT FOR CITY OF NEW BERN ELECTRIC:
MR. BRUCE NOBLES
PROGRESS ENERGY
[phone]
POINT OF CONTACT FOR WATER AND SEWER
MR. MATT MONTANYE
STAFF ENGINEER
[phone]
I I STORMWATER TREATMENT AREA NEW TRANSFORMER.B N
Y I rn
I PROGRESS ENERGY cn
I SPECIAL NOTE:
I 1. THE ,CONTRACTOR SHALL PROVIDE A REDUCED PRESSURE DOUBLE CHECK
_ BACKFLOW ASSEMBLY (RPZ) ON THE FIRE MAIN RISER IN THE MECHANICAL
ROOM: THE RPZ SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING
�- 303.29' -CL- (ASSE) STANDARD AND CARRY THE ASSE SEAL OR APPEAR ON THE
-CL- ' - -- I UNIVERSITY OF CALIFORNIA APPROVED LIST.
LIMITS OF C-3 ZONING .
8 Zf]DIING -CL- ' I
�11TS �-
_cL_ ' -- ' THOMAS A. DANIELS D.B.
- (X� N-mg 652-5-r ( M7EJ PARCEL C I 1616, PG. 966
1,049,923 SF I 30 0 15 30 60
24.10 AC I
I GRAPHIC SCALE: 1' = 30'
O (z
OEWyc
oz
E, W
C-).z
O Q
a�Q
• O
LO
cM
m
C� N
z
Lu > .
wCO
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0 o
z L Z ,.
fnX�,
J m m Lo
O N
> 0 w'. _
QCLZG.
� O �
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O
E•-,I E-+
E .
(20 W ~
U1

N05�24'3�"W
_--- ___--G--
---- \\2 _ - ---_- --G -- --� --- - - - - -
/------------G------- _ Z
17.7
OH
-
- - - - - 23-
OHE --- - _ ---- ' - ___ _ -
- --------- ------------- - 17 -�- -- -
' \\ - '---------------------------- ___-----23----N� JR BLV�_: U'S. HIGHWAY- ---
--- ---- . KI L
I ' ---- - __ �- PUBLIC R/W 1_--
EX.I=RCP- - -� E�
----�__�--- PAVED -----------------------
_23-
I --
\\ 16
- - - -- I �11 - _----` TURN LANE IMPROVEMENTS,-aEE SWEET C 3 ----
i
-W- -
-23
\ l_- S= ==-- --- _ 24 � 4 17
FO
19
=21.4 ---- - �_____----�24.i _ 19 21 -- �..._... ���t-.._... \ ip 4
_ "�3 - _ _---- _- -- --- I I /
24.4 _ .._..._..._..._..- I _ _ S-ONEj
\ _182iTIW -FOB- _---- i _.-- _..._...-..._g•-r�- - ' 1 / '
_ / • 23.5 . �.. / LR-- - 1 -sro - 17
4 20�1.1 I _...�...-...-..._ •s�-... 17 % - - - _ .. _ .. - .. ki \\\ 24A i i I
-7 ' I
_may Enuc/pa
\ 19.
I
1 STORY
1
BRICK 1\ \
21.3 I 1 _ _ '� A /i• .
i- r t PAv --41
I
d ....• . :.RMLABLORCRE ..
a '-- / DSy10 60LF15"RCP
�8550 243 24.1 243 12 18
�1 \\ DRAINAGE BASIN #1 I 12 18 I I I
�\ LIMITS\ OF OISTURBkE �\ 1 } % # i 4
\ AREA - 93,407 SF
IMPERMEABLE = 13,6k1 SF - -
\\ %BUA = 4.6% \ _ I 'l T \ 439
0.45�\ 9"E - _ - 24M I _ ' 24.41C
25Z
DS#2 \I % 25.1 :.24.1 -24.0
1218
1 3 0
1 \ L = OTC 251 4 1 . • ? 2
S 1. 24AIM -• p : • d :.:
�� O d • •.. • • .F ♦ .. d •, d
It � � � • � / % I / r 25.1 24.1 _ ..• a - • � .. 25.SIW G :.e • - � A - •.. --• ._': �. a=. : .
/ � '� rye. / � � -._ ; ` .r: ;2iil � i ..-- /. - .a• � - .. . -� .• - . • .
31
w TC 25.1 / / // .Q:•`- q..� - .r $ '•.d:r :...a.:
I NV.=17.4
240
20' LANDSCAPE BUFFER EASEMENT & 20' ut / I • �- •_d� • d .• • /
DRAINAGE AND UTILITY EASEMENT (D.B. 2211, PG. 824) I Il " 1 ' 21 \\ \\\ \� \\ 12 18 DSO MR A E A I ° / •. a• ; -° , .
2 C .ry ':•.; -••-,• �. .• -'° °.7 • -d F
II 19. .1 \ \ \\ \\ I T C :.r. . a .«. /-a ..: .
/ ••d
10
\ \\ II 1 \ \\. 11 FF = D ' /' d. r • tee..• • •../
\ I 19 I { 1 1 .4 I- .
\ 117 '
NOTE: "I 1•,s.: 1 1 I I .:
ALL GRADED AREAS SHALL 19.7' ' 1 •_ < I -� F'
BE PROVIDED WITH ' ' 1 I L I I .•\� n
\ I 11 WHILE NIEEDEDEASEM NT- PARCEL B
\ I \ \ DS# 24 I / //' :. d-+. - \ y�-, �'.••'.: • : • -- �°
STABILIZING GROUND COVER a5,782 sF
WITHIN 7 DAYS OF THE \\ 111 I 1.97 AC \ " .- • ;a / 24.0
COMPLETION OF ANY PHASE 1931 Ix 19..
OF GRADING ACTIVITY.
DRAINAGE BASIN #2Nil
;' 11 \\ •4 ,' •• ,..� y :'. ,ye, moo
1 1 LIMITS OF DISTURBANCE
\ 1 1 1 AR� = 166,375 SF /3.82 ACRES
1 I IM ►2YEABLE = 110,114 SF
cp
1 , t
2�;' q'•• I•
%BUA - 66.18% 42
1J '�
.49 I +243 \\\ \ / I _ I DSig T
III i\' 24.6TC 12 18 DS#5 15LF 18 RCP, (1)FES
.00
1
I' I
I 1 ' 21 I
o / 19.95 4 : 1
Of
CD
\ Iltllll� 1 I /
� II
Z \ 11 tll 1 1 1 I =19.3' %
20 '
11" 1 .5 1 1. 1 1
19.11 11 X 11 I 20' DRAINAGE EASEMENT-
1 WHILE NEEDED 1 1
I.
19
o I.
19.i 1, *9.8' I.
17 ` 17
\ I \
17.0 1 \�\ \\' IIIIIIX19.5I!� � .. .-...�-..._----------==T�' _ I
19.4
CL
A SITE GRADING PLAN-
C4 C4 SCALE: 1"=30'
--
____
- i ,LZ�� \ / / �o� 9A � ?/!NffH NON -WOVEN GEOTEXTILE.
1y- \`15LF/18"
18 � /
17 j 20 11BY
I %
TORMWER INFORATIDN BASIN
EW /
(SE SHEEfi C5 FOR ENLARGED ) /
- .... / -SF' � _ �• .:yam •
__. �..-.. I
17 PARCEL C
1,049,923 SF /f 162 I
24.10 AC I r 26155`1 s
x 21.3
• 1r
�I 12 1
o \ P9 i I
\\ I 1
° 23J\ ' I
235
I � �
\\ 1 I 1 STORY
OSS �I BRICK
�12 24A
r 2
�I
1 _I
iI
I �I
:�
I
Z#7
it
1
= .I
1
1 I
/
\
1
r
\
/
I
\
�
I
I I
I
I
I
_
"-DRAINAGE BASIN #2
I LIMITS OF DISTURBANCE
AREA = 166,375 SF /3.82 ACRES
17 IMPERMEABLE = 110,114 OF
I %BUA = 66.18%
I c = 0.49
..J I
I
'I
I 30 0 15 30 60
I GRAPHIC SCALE: 1' = 30'
1 RELEASE FOR PERMITS JKA 7/7/11
2 DEPARTMENT REVIEW COMMENTS JKA 7/18/ 1 1
3 REVISED PARKING JKA 9/7/11
NO. DESCRIPTION BY DATE
Revisions
DRAINAGE STRUCTURE SUMMARY TABLE
STRUCTURE I.D.
RIM ELEVATION
INVERT ELEVATION
COMMENTS
DS#1
23.9
21.4
DROP INLET
DS#2
23.3
20.9
DROP INLET
DS#3
23.7
20.5
DROP INLET
DS#4
23.7
20.0
DROP INLET
DS#5
23.7
19.6
CURB INLET
DS#6
23.2
18.5
CURB INLET
DS#7
23:7
19.0
DROP INLET
DS#8
23.2
19.7
DROP INLET
DS#9
22.8
20.3
DROP INLET .
DS#10
23.3
20.6
DROP INLET
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE
PROJECT LIMITS OF DISTURBANCE.
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. '
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT 'RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3, ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
N. SEE DETAIL J, SHEET C-4.
NEW WORK ITEMS:
tO NEW ASPHALT PAVEMENT - SEE DETAIL A, SHEET C7:
O OUTSIDE PROPANE FUELING AREA -BY BUILDING CONTRACTOR.
SITE CONTRACTOR SHALL COORDINATE WITH BUILDING CONTRACTOR.
30 NEW CONCRETE APRON - SEE DETAIL C, SHEET C7.
Q NEW CONCRETE SIDEWALK - SEE DETAIL D, SHEET C7.
5O NEW WHEEL STOP - 'SEE SHEET DETAIL E, SHEET C7.
© NEW CURB & GUTTER - SEE SHEET DETAIL F, SHEET C7,
7O NEW HANDICAP RAMP = SEE DETAIL G, SHEET C7.
® NEW HANDICAP SIGNAGE - SEE DETAIL H, SHEET C7.
9O NEW TRAFFIC MARKING - SEE DETAIL I, SHEET C7.
10 NEW TRAFFIC SIGNAGE - SEE DETAIL J, SHEET C7
11 SLAB -ON -GRADE JOINTS - SEE DETAIL K, SHEET C7.
12 NEW DROP INLET - SEE DETAIL L, SHEET C7.
13 NEW CHAINLINK FENCE & SLIDING GATE - SEE ARCHITECTURAL PLANS.
14 NEW BOLLARD - SEE DETAIL B, SHEET C8.
15 PAVEMENT CUT AND PATCH - SEE DETAIL C, SHEET C8.
16 GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C9.
17 SILT FENCE - SEE DETAIL B, SHEET C9.
18 DROP INLET PROTECTION - SEE DETAIL C, SHEET C9.
19 CHECK DAM - SEE DETAIL D, SHEET C9.
20 INUET/OUTLET PROTECTION - SEE DETAIL E, SHEET C9.
21 VEGETATED SWALE - SEE DETAIL F, SHEET C9.
22 " 2" WATER SERVICE CONNECTION - SEE DETAIL A, SHEET CIO.
23 NEW FIRE HYDRANT - SEE DETAIL B, SHEET CIO.
24 NEW VALVE AND VALVE BOX - SEE DETAIL C, SHEET CIO.
25 THRUST BLOCKING - SEE DETAIL D, SHEET CIO.
26 PIPE TRENCH BEDDING - SEE DETAIL E, SHEET CIO.
27 SEWER CLEANOUT - SEE DETAIL F, SHEET C10.
28 NEW DEEP AIRVAC VALVE PIT - SEE DETAIL G, SHEET C10.
SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE NCDENR'S LAND
QUALITY SECTION
2. REVIEW. EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. CLEAR SITE AS NEEDED TO INSTALL SILT FENCING.
5. ERECT SILT FENCING.
6. COMPLETE SITE CLEARING.
7. EXCAVATE STORMWATER INFILTRATION BASIN AND STABILIZE.
8. INSTALL ALL OTHER EROSION CONTROL DEVICES IMMEDIATELY AFTER EACH ELEMENT OF
CONSTRUCTION IS COMPLETED (ie. INSTALL CHECK DAM WHEN SWALE IS COMPLETED).
9. CONSTRUCT SITE IMPROVEMENTS.
10. STABILIZE WITH GRASS ALL AREAS NOT TO BE FURTHER DISTURBED .BY CONSTRUCTION
ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
11. REMOVE ANY ACCUMULATED SEDIMENT FROM INFILTRATION BASIN.
12. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE
REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER OR THE NCDENR'S LAND QUALITY
SECTION.
13. REMOVE GRAVEL CONTROL ENTRANCE AND SILT FENCING -AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
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PARCEL A
166,375 SF
3.82 AC
12 18 DS4 47fC 255TC i i 6 x Z'�'.9\ d �d °
�\a 'p ��1�MOO SF -
11 I I 1 \ \ 2591C TR OR PL 'QUTSIOE.STORA'GE °
/9,0 SF a /v d 233 �"L 1. / x
N I t i I x 20.4 II N \ 26 / d °. u! d.v /' 2
_.o / o /
v dj /v 2 ATC
` 111 I I 1 21 1 � I I x\ % x .4 -' d ° i °
w �3.0 v x 2 .8. °n ' 24.0
w x 119.4 I I 16.0 . ° ° , ' 264' : :�3 c-� a .. a : d ia..24:9 . i 243 / / /
17 1 x 19. ' d. 23,5 ,': <d / / 21.2 /
19.'t I x II x I 1 pp 1 d ° v d G :° e v� /� 4 °o / /
20.6
I t I i 4� \ �� a ° a LUWINGa v . ° p a ° o a ) ° a °
hI t 1 24 3 \ IP n RAMP..d / /
Q . . �7' / 2U 25O v. 21 v 25.0 - v ° d 1pp� i
III j I PARCEL B 1 \ , 1 I 4
X I I 85,782 SF I 246TC / x I I ,/ 23.6 / x 21�Q
I 1.97 AC 21.6 / \
I I II i I , .
12 18 l/ / 12 18 23S
:-
�ix I DS#5 / DS '
\ \
x 20.2 ( II II�149. I x 20.4 \\ �x
+� ; 3 24 HP / 71C 237 x /
I III I I-T-
II I \5LF 18-RCP. MFES 2IF
III X / D 1 20 15LF 18 RCP 1 fES If
x
21.1
y 6 1 21 / ' 17 /
�Ix 19.5 INV=19.3' _16 5' HIGH GREEN VINYL COATED CHAIN LINK FENI
I 1 9 9 i N 4 I BY OTHERS
f�X Ij 1 1-� x20.1 1.) , x21.8
1 1 N x 22.5/ STORMWATER INFILTRATION BASIN x 17
` ' N BY OTHERS NTENANCE GATE n ; 0---*OBSERVATION WE SEE.' . �+'/ 2 N /
`DETAIL C, THIS SHEET
236.93' I/ x 1.0 /
19.1;YII19.8rl 1� I '
17 I I 16 / � 20.7
17 19
x 2 17
18.9 x 2 0.7
I1 I 1
19.5
k I 1QPFNINr 0 FI FV - /
19.1f Ixli1 I I / 17 iO + ,
+ ---- I 22 , k 26.6
- - --- -- x 18_�=--- - - - - - - - - ------ : -- - - _ --x 8 x 21_8 . - . f
----_ �__ 9-- _-_ -_ - - - - - - _ - - - -
x16.5 --- - CL ---- -...- _ .. --CL- = SF---. _. - =gF= - _-..---.
- - - - 20 - .....
_ -
- ---- - - - - . - - 17 x 20.6
-19----, 2D.a
o 7.9 19--------=4----I�
\ - - - - - - - -
3 \\ // / -2 - -� 0.0+ 1.9
\ \ - 20- x -TO REMAI-------x --- -- - - - - - - - - - �- SFn • -�-'' PARCEL C
�0� x .9 _ No --\\ 21.5 '6" 12' WIDE x 18" THICK x 17 x 21.3 1,049,923 SF I
00 RIP RAP APRON UNDERLAIN N x 21 1 24.10 AC // I
ci x 20.2 WITH NON -WOVEN GEOTEXTILE. ,
x 20.4
A ENLARGED SITE PLAN - STORMWATER TREATMENT
C5 C5 SCALE: 1"=20'
mA
3
BASIN STAGE/RWAGE RELATIONSHIP
STAGE
ELEVATION
AREA(SF)
0 VOL (CF)
TOTAL VOLUME (CF)
0.0 FT
16.0 FT
7,626
0
0
1.0 FT
17.0 FT
9,277
8,451
8,451
2.0 FT
18.0 FT
11,000
10,138
18,SE9
3.0 FT
19.0 FT
12,795
11,897
30,486
4.0 FT
20.0 FT
14,334
13,564
44,050
5.0 FT
21.0 FT
16,601
15,467
59,517
6.0 FT
22.0 FT
18,611
17,606
77,123
CENTIPEDE SOD, PINNED IN PLACE -
10-YR, 24-HR STORM LEVEL=:21.3' V
1-YR, 24-HR STORM LEVEL = 19.2' V
1.5" STORM LEVEL = 17.5' V
BOTTOM, ELEVATION 16.0':
•?:?:. ?'.D`_ 4+'^^,a %E.; cspr :0_-�s>.E ^^.'. :w-. .".'�.,::�:." 3
,r 1AYER, CLEAN SAND
B ) STORMWATER INFILTRATION BASIN - CROSS SECTION
C5 C5 NOT TO SCALE
RIM ELEVATION =
24"
4" SLOTTED WELL
C OBSERVATION WELL
C5 C5 NOT TO SCALE
6" CAP - DO
NOT GLUE
6" PVC CASING
BASIN BOTTOM = 16.0
12" NON -
SHRINK GROUT
24" BENTONITE
:TS
EN
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OLITSIDE.THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN. SEE DETNL J. SHEET C-4.
SUMMARY OF TRACTOR SUPPLY
LOT BUILT -UPON AREAS
LOT AREA = 166,375 SF (3.82 ACRES)
EXISTING BUILT -UPON AREA = -0- SF
BUILDING = 16,050 SF
GRAVEL PARKING = 13,069 SF
PAVER PARKING - 5,160 SF (OUTSIDE STORAGE)
CONCRETE TRAFFIC AREA = 6,420 '$F
CONCRETE SIDEWALK = 6,938 SF
ASPHALT PARKING = 58,877 SF
TCLTAI- BUA = 1.10,114 SF
`e BUA = 110,114 SF/166,375 SF = mm
18" THICK RIP -RAP PAD
€ EVATI0N-t9. :,
CK BASIN BOTTOM = 16.0' \ NON -WOVEN
FILTER FABRIC
\4'� D SECTION A -A
C5 C5 NOT TO SCALE
TOP OF OVERFLOW = 21.2`
h = ZU.0
C L EXISTING DITCH
NEW WORK ITEMS-
0 NEW ASPHALT PAVEMENT - SEE DETAIL A, SHEET C7.
O OUTSIDE PROPANE FUELING AA((��EA-BY BUILDING CONTRACTOR. SITE CONTRACTOR
SHALL COORDINATE WITH BUILDING CONTRACTOR.
3O NEW CONCRETE APRON - SEE DETAIL C, SHEET C7.
® NEW CONCRETE SIDEWALK - SEE DETAIL D, SHEET C7.
O NEW WHEEL STOP - SEE SHEET DETAIL E, SHEET C7.
© NEW CURB & GUTTER - SEE SHEET DETAIL F, SHEET C7.
7O NEW HANDICAP RAMP - SEE DETAIL G, SHEET C7.
® NEW HANDICAP SIGNAGE - SEE DETAIL H, SHEET C7.
gO NEW TRAFFIC MARKING - SEE DETAIL I, SHEET C7.
10 NEW r ,TRAFFIC SIGNAGE - SEE DETAIL J, SHEET C7
ii SLAB -ON -GRADE JOINTS - SEE DETAIL K, SHEET C7.
12 NEW DROP INLET - SEE DETAIL L, SHEET C7.
13 NEW CHAINLINK FENCE & SLIDING GATE - SEE ARCHITECTURAL PLANS.
14 NEW BOLLARD - SEE DETAIL B, SHEET C8.
15 PAVEMENT CUT AND PATCH - SEE DETAIL C, SHEET C8.
16 GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET C9.
17 SILT FENCE - SEE DETAIL 8,.SHEET C9.
18 DROP INLET PROTECTION - SEE DETAIL C, SHEET C9.
1g CHECK DAM - SEE DETAIL D, SHEET C9.
pp INLET/OUTLET PROTECTION - SEE DETAIL E, SHEET C9.
21 VEGETATED SWALE - SEE DETAIL F, SHEET C9.
Q 2" WATER SERVICE CONNECTION - SEE DETAIL A, SHEET C1O.
©3 NEW FIRE HYDRANT - SEE DETAIL B, SHEET CIO.
©4 NEW VALVE AND VALVE BOX - SEE DETAIL C, SHEET CIO.
Q THRUST BLOCKING - SEE DETAIL D, SHEET CIO.
Q PIPE TRENCH BEDDING - SEE DETAIL E. SHEET C10.
©7 SEWER CLEANOUT - SEE DETAIL F, SHEET C10.
® NEW DEEP AIRVAC VALVE PIT - SEE DETAIL G, SHEET C10.
30 0 15 30 60
GRAPHIC SCALE: 1' = 30'
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Iml
- — z -OHE
I
EXISTING WHITE
DASHED CENTER LINE_ — — -
i
EXISTING WHITE
DASHED CENTER LINE i
I
EXISTING EDP, TO REMAIN
i
i
A PLAN VIEW - LAYOUT AND STRIPING
C6 C6 SCALE: 1"=25'
EXISTING WHITE
DASHED CENTER LINE — — -
--OZ--
--
i
JEXISTING WHITE7
R )NED CENTER LINE
— I
'wl ?0.32t
EXISTING EOP, TO REMAIN
c
/
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B PLAN VIEW - GRADING
C6 C6 SCALE: 1 "=25'
1 RELEASE FOR PERMITS JKA 7/7/11
— — — — 2 REVISED PARKING JKA 9/7/11
NO. DESCRIPTION BY DATE
_ — — — — — EXISTING WHITE SOLID EDGE LINE
EXISTING EOP, TO REMAIN Revisions
— — — — — LVD — U.S. HIGHWAY 17 — — —
M,E KING, JR B PUBLIC R/W EXISTING WHITE _ — — — —
_ PAVED/ DASHED CENTER LINE
" — — — — /
— — — — EXISTING WHITE SOLID EDGE LINE — — EXISTING WHITE — — — —
DASHED CENTER LINE �— — — EXISTING WHITE SOLID EDGE LINE
OHE- II /C _ — — —
OHE- II _ —
_ — — EXISTING EOP, TO REMAIN /
— SOUTHBOUND LANE — — — — ---'
'. EXISTING WHITE -4� — — -26 EXISTING TAPERE EIXI STOP BAR II — —DASHED CENTER LINE _\ — — — -_ TO REMAIN — --WHITE
WHITE SOLID EDGE LINE EXISTING EOP, TO REMAIN
EXISTING STOP BAR WHITE MINI -SKIP
—
TO REMAIN — — 11— — WHITE SOLID
II — II TURN LANE LINE 250' TAPER EXISTING WHITE
DASHED CENTER LINE — — —
EXISTING WHITE SOLID EDGE LINE
MODIFY PAVEMENT AS SHOWN,
THIS AREA-SE'E�DETAIL 1, THIS SHEET—
\ EXISTIN�bSfOP BAR
XQ REMAIN
\ II
-EXISTING STOP BAR
TO REMAIN �` \
.L
75' NEW FULL STORAGE —
165' EXISTING FULL STORAGE — — — _ — — — WHITE SOLID
77777� ---240' TOTAL FULL STORAGE NORTHBOUND LANE — — WHITE DIRECTIONAL ARROW TURN LANE LINE
CENTERED ON LANE
EXISTING WHITE SOLID EDGE LINE — — WHITE MINI -SKIP LINES _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
EXISTING EOP
WHITE DIRECTIONAL ARROW STOP BAR TO REMAIN
00 CENTERED ON LANE `
N O �—\
— EXISTING WHITE SOLID D EDGE LINE
_ — — WHITE SOLID EDGE LINE
FULL STORAGE ^�
1 175.10'
PROPERTY LINE
EDGE OF
EXISTING PAVEMENT
EXISTING PAVEMENT WIDTH
75
8
150' TAPER _ OH —
421.50' PROPERTY LINE
N 845� E 596.61' (TOTAL) .OHE-
_ PYLON SIGN,
DESIGNED BY OTHERS
-- -- —_ ---. .e .° Q
— - ° .4 °d e c 1s,
_ e ° °. _ ° .. .- d 4 ..
000 S'E DISPLAY. AREA
a
° .. ° .. - °°.. .e
d
m
NEW a . ° d
VARIES-12' MAXIMUM 0 FULL WIDTH
SLOPE�:1' SURFACEECOURSE ASPHALT �� I I I I II 11 I I I I I I I I #
1
'STOP' SIGN
I
� � I
\O I '
yF I
I
l� X'
' I
l�
COMPACTED SUBGRADE J \-8' ABC STONE BASE — — — — — —
1 TYPICAL PAVEMENT SECTION NOTE: — — — — — — — — —
C6 C6 NOT TO SCALE THIS PAVEMENT SECTION APPLIES TO — — — — — — — — —
ALL TURN LANE CONSTRUCTION _ — —
— — — — — — EXISTING EOP, TO REMAIN /
_
KING, AU.S. HIGHWAY 17 — o-
- BLVD — — — — — — —
_ 150' PAVED/PUBLIC R/W
Atm
— — — — — — —
At — — — _---iZ-
- J i' — — — - - EXISTING-EOP, TO REMAIN
SOUTHBOUND LANE - - - - ------- --_ /
EXISTING EOP, TO REMAIN
II / \ -- -- ----
j c'� -------------------
_ — ------ _ -----------------
' II ---- — — — —
\\ II ----------------- —
/ EXISTING EOP
--- - I -------- TO REMAIN
- 1 lZ----------- 231
o - 23
NORTHBOUND LANE
' ---- 15
91 + ` py� "STOP" SIGN
— -r — _ 23 ---
— — ---- _
_ZZ�= =— - --------- 24_... —1
_--- _---- - - g + 214
. as 17 I
---__� ��� ------ _------- ___----a...—233
0
M \00
0
o i
cD
19 _ - _-_--------------- — —...— SF- 4
-- — .. _�
_1 2 - `— _--lZ--- /------- ------ --- --...-.-.-...-...-• PROPERTY LINE
.. 421.50' .L-t\
------------- - ---- N 8456-29" E 596_TOTE- ---
14
\-. - - .. - ' 17 PYLON SIGN, /
21 1 J " - - DESIGNED BY OTHERS 24.0 I
H . —.
—...—...
i 175.10_sF.-1—...—...— I n
I PROPERTY LINE 17 i ' ° ° ° pd °
° e �� e ° / d I
245 e. ° ° �' W SF DISPLAY..AREA a ' WAr,* 1
a e °a` II ° Q °d ° DS10Em 1 9
a d 24S
�24.0
I 1
1 243 24.1 24.3 11
NEW 155LF 15" RCP IOD (2) FARED END'gCTIONS 0 0.5% I 11
\\
%I � \\\� 2S�91C
\'II
1 N I I
11
I I �
25 0 12.5 25 50
GRAPHIC SCALE: 1' = 25'
, :
1
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2" TYPE SF-9.5A
SURFACE COURSE
r 6" ABC STONE BASE COURSE
COMPACTED SUBGRADE
= STANDARD PAVEMENT SECTION
7^ TVDC CC_O rA
TYPE 1-19.0 B INTERMEDIATE BINDER
%/� --COMPACTED SUBGRADE
® = HEAVY DUTY PAVEMENT SECTION
ALL NEW PAVEMENT SHALL BE STANDARD
PAVEMENT SECTION UNLESS NOTED OTHERWISE
NEW PAVEMENT SECTION
A N
C7 NOT TO SCALE
GRAVEL SECTION
NOT TO SCALE
ASPHALT
1 "R­
NISH GRADE
AS INDICATED
6" EXPANSION JOINT
(2) #4 CONT.
#4 @ 12" O.C.
NOTE PROVIDE PERMEABLE CONCRETE PAVEMENT FOR THE 4800 IF
DLSPLAY AREA ON THE NORTHERN SIDE OF SITE, UNDERLAIN
WITH 4" 157 STONE, OR APPROVED EQUAL.
PROVIDE THICKENED SLAB ALONG ALL EDGES.
C CONCRETE APRON
C7 NOT TO SCALE
FINISH GRADE
AS INDICATED
1/4": 1
.--- X . X : X
A 'v —1n
2" 4" 6x6 WWF 10/10
SIDEWALK WITHOUT INTEGRAL CURB
jj AS INDICATED
PAVEMENT L 1/4".1r
o X X" X'
-�•I I�-
" 4"
6" 2
6x6 WWF 10/10
SIDEWALK WITH INTEGRAL CURB
NOTES:
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING
STRUCTURES AND WALKS AND AT 50' INTERVALS ALONG
STRAIGHT SECTIONS OF WALK
2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND
AT ALL CHANGES IN DIRECTION OF WALK. CONTRACTION
JOINTS SHALL BE 1/8" WIDE X 3/4" DEEP.
D SIDEWALK
C7 NOT TO SCALE
SELECT FILL
3,000 PSI CON
SMOOTH FINISH
3,000 PSI CONCRETE-\
SMOOTH FINISH
cx
I�—
E WHEEL STOP
C7 NOT TO SCALE
0
_I
SECTION A -A
24"
24" REBAR #5 ANCHOR
(TYP. OF 2)
24" REBAR #5 ANCHOR
A—] f(TYP. OF 2)
PLAN
24"
t"
6n = SPILL CURBING
2" RADIUS
" . FORM ALL MEDIAN CURBING
TO SPILL
PAVEMENT
CONCRETE
CURB & GUTTER- 7 1/2^
24"
i 1'-5" I
1"
2" RADIUS
®= CATCH CURBING
PAVEMENT
" •CONCRETE
CURB & GUTTER. i
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED 10'-0" O.C. TO A MINIMUM DEPTH OF 1-1/2".
2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER SUITABLE FOR THE APPLICATION.
3. EXPANSION JOINTS SHALL BE PLACED 80' O.C. AND ADJACENT TO ALL FIXED OBJECTS (WALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & GUTTER EVENLY BETWEEN SPOT ELEVATIONS.
F CURB & GUTTER
C7 NOT TO SCALE
NOTE: ACCESSIBLE RAMPS AND CURB RAMPS WHERE
POURING OF A SEPARATE INTEGRALLY COLORED
CONCRETE IS REQUIRED, INSTALL SHEAR DOWELS
2'-0" O.C. AND KEYWAYS TO PREVENT HEAVING OF
12"
RESERVED
PARKING
12"
NOTES:
1. COLORS
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
00 WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
12"
VAN
ACCESSIBLE
H HANDICAP SIGNAGE
C7 NOT TO SCALE
I ri-yj}- --
6'-4"
5'-4" (�) 36"36"
13'-4(40"R 3 " 5'-4' 32'
TYP) 44" 14- "28"I (TV) 28"
4'-8'
II�
12" 32" I---12"
s'_4^ DIRECTIONAL ARROWS—WH(fE
RAMPS W/ ADJACENT SIDEWALK OR CONC. SURFACE. SLOPE
= Y:X
ADJOINING SLOPE SHALL X WHERE
X IS A
NOT EXCEED 1:20 Y LEVEL
PLANE
INTEGRALLY COLORED
WALK STREET
RED CONCRETE
MEASUREMENT OF CURB RAMP SLOPE
VARIES PER MANUF.
_
N
"X" IS 60" MIN. AT AN OUT
c'
SWING DOOR WITH A SLOPE OF
1:50 (2%) MAXIMUM. LEVEL
PEDESTRIAN
SURFACE IS PREFERRED.
WALK
2.35" (TYP.)
SIDE FLARE NOTE: (SEE
REFERENCE DIAGRAM ABOVE)
SEE SIDE FLARE NOTE��/
SIDE FLARES SHALL HAVE A
- -
MAXIMUM SLOPE OF 1:10 (10%).
SECTION OF "DOME STAMP"
WHERE "X" IS LESS THAN 48",
PATTERN IN SURFACE
-0
kA_
SIDE FLARE SLOPE SHALL BE
2.35"
MIN" .
1:12 (8.337) MAXIMUM.
0.9" DIA.,n
O
O
CURB RAMP
0.2"H.
O
N
CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING
THE FULL
Lo
WIDTH AND DEPTH OF THE RAMP. THE DETECTABLE SURFACE
MUST CONSIST OF
N
O
RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9
INCHES, A HEIGHT
2.35"
2.35"
OF NOMINAL 0.2 INCHES AND A CENTER -TO -CENTER SPACING
OF NOMINAL 2.35
INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE
MUST CONTRAST
WITH THE SURROUNDING SURFACES (EITHER UGHT-ON-DARK OR
PLAN OF "DOME STAMP"
DARK -ON -LIGHT). SEE ABOVE.
PATTERN IN SURFACE
C HANDICAP RAMP
C7 NOT TO SCALE
15'
a
®~ ® 13 cm
mm s1OP CENTER LINE-wHIiE
PAVEMENT STRIPING -WHITE
00
SOLID GORE LINE
WHITE
N
STOP BAR -WHITE
TRAFFIC MARKING
C7 NOT TO SCALE
SIGNAGE PLACEMENT
STOP
TYPE A SIGN
NOTE
ALL SIGNAGE AND SIGNAGE PLACEMENT SHALL
CONFORM TO NCDOT STANDARD NO. 100.56 AS
DEPICTED IN THE NCDOT ROADWAY STANDARD
DESIGN MANUAL.
J TRAFFIC SIGN
C7 NOT TO SCALE
cD
8'-4"
ff
LJ-
32' I--12"
3C'�1 1 /4
SAW CUT TOP OF SLAB
JOINT. SEALANT
M
3/8"--f—
�1/2".DIAMETER BACKER ROD
I�]I� SAW CUT
TYPICAL CONTRACTION (JOINT (CJ)
3/8" � TOP OF SLAB
rz;_ PREFORMED JOINT FILLER
1/2" SMOOTH DOWEL X 2'-6" LONG @ 2' O.C.
WRAP OR GREASE ONE END
TYPICAL EXPANSION JOINT (EL
K SLAB -ON -GRADE JOINTS
C7 NOT TO SCALE
6'
•--�. .. ._. ONCRETE JOINTS
TYP. ALL 4 CORNERS
l:
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PLAN CONCRETE COLLAR -PROVIDE IN
GRASSED AREAS ONLY, OMIT
IN PAVED AREAS
NCDOT SIGN
NDICATED ON PLAN
PROVIDE PEDESTRIAN FRIENDLY GRATES
EAVY DUTY CAST IRON FRAME AND
GRATE. 25"x25" MINIMUM. 2 #4 CONT. R
1.5 SF TOTAL OPENING AREA
HANNEL POST: RIM
4' TYP
INVERT
PIPE O.D. + 12"
COMPACTED BASE
SECTION
-2' WIDE CONCRETE COLLAR
8" CONCRETE
ROUT ENTRANCE
PIPE
J ----2"X4" KEY
#5 @ 12" O.C. E.W.
NOTES:
1. CONTRACTOR MAY CONSTRUCT DROP INLETS OF BRICKS OR MASONRY PER THE SPECIFICATIONS.
L DROP INLET
C7 NOT TO SCALE
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REINFORCING
SEE ARCHITECTURAL PLANS FOR STORAGE YARD FENCING -BY BUILDING CONTRACTOR
A 7' CHAINLINK FENCE & GATE
Cg NOT TO SCALE
CONCRETE CAP-1"
-
(3) 3/8" REBAR RINGS
-
-r
o
(6) 3/8"x66" REBAR
w
ARRANGED IN A CIRCLE
8" DIA. SCHEDULE 40
STEEL PIPE FILLED WITH
CONCRETE. PAINT SAFETY
YELLOW
16" CONCRETE BASE
B BOLLARD
C8 NOT TO SCALE
1'
INITIAL SAW CUT
EXISTING ASPHALT
EXISTING STONE BASE
NEW 10" STONE E
1'
2" TYPE SF-9.5A
SURFACE COURSE
0000-0-0
ASPHALT
SAW CUT
TING ASPHALT
EXISTING STONE BASE
PACTED SUBGRADE
PIPE TRENCH SECTION
NOTES:
1. REMOVE CONCRETE SIDEWALK TO THE NEAREST JOINT.
2. CONCRETE FINISH & JOINT PATTERN SHALL MATCH
EXISTING
3. ALL SAWCUTS SHALL BE PERPENDICULAR TO THE EDGE OF
THE EXISTING CONCRETE.
C PAVEMENT CUT & PATCH
C8 NOT TO SCALE
EXISTING 8' PVC
WATER MAIN
WM CORNER POST
30
28
26 RNISH GRADE
24
NEW s
22 WATER N
20
18
16
0 0 0 0
N 4 4 4
N N N N
0+00
rD PROFILE -FIRE WATER MAIN
HORIZONTAL SCALE: 1 "=30' Cg
VERTICAL SCALE: 1 "=3'
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OVER 12" LAYER OF STONE BASE COURSE
°O°O
O O O O MAINTENANCE:
O O O O 1. MAINTAIN ENTRANCE CONDITION.
O - O 10' THIS MAY REWIRE REPLACEMENT
O O OF STONE.
°O°O o
0000000
EDGE OF EXISTING
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
Cg NOT TO SCALE
i�
6" THICK
#57 STON
PERIMETER
SELF -ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
FILTER FABRIC
BURY FLOW
MAINTENANCE:
1.INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2' OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
B SILT FENCE
Cg NOT TO SCALE
C DROP INLET PROTECTION
Cg NOT TO SCALE
G' CTE"M DT1CT
#57 STONE
NOTE:
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
" OPENINGS)
NOTE:
3T PROVIDE CURB INLET PROTECTION
AT ALL DRAINAGE STRUCTURES.
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. CLEAR DEBRIS AND REPLACE STONE
AS NEEDED.
3. REMOVED ACCUMULATED SEDIMENT
WHEN IT REACHES A MAXIMUM DEPTH
OF 6 INCHES.
12" THICK NCDOT #57
STONE ON UPSTREAM SIDE
\� \ 3
\ FILTER CLOTH
12" THICK NCDOT #57 WASHED 1.5'
STONE ON UPSTREAM SIDE CLASS B
RIPRAP
CLASS A NON -WOVEN I 4' MINIMUM
GEOTEXTILE FABRIC r 6= MAXIMUM
D CHECK DAM
Cg NOT TO SCALE
A OUTLET
0
FLOW ==>
SECTION A -A
MAINTENANCE
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED PRIOR TO THE LEVEL
REACHING WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
0000
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C
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MIN. RIP RAP SIZE
MAX. RIP RAP SIZE
15"-18"4.5
1 10
1 11.5
9
1 4
6
E INLET OUTLET PROTECTION
Cg NOT TO SCALE
AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION
OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE
FOLLOWING SPECIFICATIONS: (SEE ALSO TIME CONSTRAINTS, BELOW)
SEEDBED
LIME 2 TONS PER ACRE
FERTILIZER 1 TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
SUPREIIAENDAL VEGETATIVE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA THE STRAW
AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE IT
FURTHER RESISTANCE TO BLOWING AND WASHING. THE CONTRACTOR
SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA IF NECESSARY THE CONTRACTOR WILL WET DOWN
THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN
TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT
LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE
OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY
BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING, BE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS FROM THE
COMPLETION OF THE PROJECT, PERMANENT GROUND COVER
SHALL BE ESTABLISHED.
F VEGETATION PLAN
Cg NOT TO SCALE
MAINTENANCE:
1. INSPECT STRUCTURES AT LEAST WEEKLY AND
AFTER AT LEAST A 1/2" OR
GREATER RAINFALL EVENT.
2. IMMEDIATELY MAKE ALL NEEDED
REPAIRS.
PROVIDE CHANNEL LINING MATERIAL
runnIurl 1 WIMP
atlt00000-1.
CENTERLINE ELEVATON AS INDICATED
;---,7T,,Oj,P OF BANK/EDGE OF FABRIC
CURLED WOOD MATTING
` 24" MAX.
_ fABRII
-8' MAXI STAPL
SWALE
PLAN VIEW
PROVIDE CURLED WOOD MATTING ON ALL SWALES INDICATED AS -
NOTES:
1. INSTALL MATTING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
2. PREPARE, SEED, AND FERTILIZE SWALE PRIOR TO MATTING INSTALLATION.
3. APPLY MATTING IN DIRECTION OF WATER FLOW.
4. PLACE MATTING IN CONTACT WITH SOIL.
5. BUTT ROLLS OF MATTING WITH 6" OVERLAP.
6.U-STAPLES SHOULD HAVE 6" MIN. LENGTH AND 1" MIN. CROWN.
G VEGETATED SWALE'
Cg NOT TO SCALE
T�ROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENCED BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE ENGINEER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
MAINTENANCE PLAN
1. ALL AREAS WILL BE SEEDED TO SPECIFICATIONS IN THE VEGETATION PLAN IN
ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DESNE VEGETATIVE COVER.
2. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING AND STONE CHECK
DAMS WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX INCHES.
4. REMOVE ANY ACCUMULATED SEDIMENT FROM THE INFILTRATION BASIN AT
THE COMPLETION OF CONSTRUCTION.
NOTE:
ALL GRADED AREAS SHALL
BE PROVIDED WITH
STABILIZING GROUND COVER
WITHIN 7 DAYS .OF THE
COMPLETION OF ANY PHASE
OF GRADING ACTIVITY.
SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE NCDENR'S LAND
QUALITY SECTION
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. CLEAR SITE AS NEEDED TO INSTALL SILT FENCING.
5. ERECT SILT FENCING.
6. COMPLETE SITE CLEARING.
7. EXCAVATE STORMWATER INFILTRATION BASIN AND STABILIZE.
8. INSTALL ALL OTHER EROSION CONTROL DEVICES IMMEDIATELY AFTER EACH ELEMENT OF
CONSTRUCTION IS COMPLETED (ie. INSTALL CHECK DAM WHEN SWALE IS COMPLETED).
9. CONSTRUCT SITE IMPROVEMENTS.
10. STABILIZE WITH GRASS ALL AREAS NOT TO BE FURTHER DISTURBED BY CONSTRUCTION
ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
11. REMOVE ANY ACCUMULATED SEDIMENT FROM INFILTRATION BASIN.
12. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE
REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER OR THE NCDENR'S LAND QUALITY
SECTION.
13. REMOVE GRAVEL CONTROL ENTRANCE AND SILT FENCING AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
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SIZE
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2 CTY ENGINEER NAY REWIRE GRANULAR
EUS ONENT AS NECESSARY BASED ON
LOCAL SOIL COA070VS
J. SELECT FILL SHALL BE USED FOR ALL
BACKFRL IF LOCAL Sat 15 CONSIDERED
L#WIABLE
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BACKRLL
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2'-0"
SQUARE 4" BRASS PLUG
CAST IRON 3 1 2"
4 4 1/2"
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CONCRETE COLLAR
4" PVC SOIL PIPE
-'
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CARRIER PIPE
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F SEWER CLEANOUT
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RATED FOR H2O LOADING
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FOR CLARITY) RATED, FIBERGLASS VALVE PIT.
2T I.D. AT TOP, 36" I.D. AT BOTTOM
4' CLEANOUT
INV IN=19.22 42"
4" D.I. VACUUM FLEXIBLE CONNECTOR
LINE ANTI -FLOTATION O —
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1
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b4w PAPER)
4" GRAVITY SEWER WITH
COUPLING
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540 DEEP 3" SUC*ION PIPE
FIBERGLASS SUMP, 30" I.D.
AT TOP, 16" I.O. AT BOTTO
FIGURE 5-5: DEEP AIRVAC VALVE PIT
C DEEP AIRVAC VALVE PIT -MODEL VP5442
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4 Smtz COH6EcTm
TYPICAL NOTES %mm Wm/j ouwm
GUAWM
1)-ALL EXPOSED PIPWG AND FITTINGS TO BE GALVAN12ED OR MODEL � R6625 RN. (
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