SW7130408_APPROVED PLANS_20140606

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

'T)
�I
PROP. STORMWATER
MAINTENANCE AND ACCESS
EASEMENT
Lo
TERMINATE FENCE ON EAC�' '
SIDE OF CONCRETE SPILLWAY SITE DATA.
I
I SITE AREA: 1.30± Ac. (56,955± SF)
x x x x' x x' x x x NIR w F ADDRESS: US HIGHWAY 17 BUSINESS
��� �+ / /+ PARCEL: PORTION OF LOT 2 (DB 760-212 & 1004-846)
\ I TAX PARCEL #: 15008189 (PART)
I r CURRENT OWNER: SIMMONS I. PATRICK
y11 F ZONING DISTRICT: B-1 (GENERAL COMMERCIAL)
x I La PROPOSED USE: GROCERVRETAIL USE
I 1 I GRAVEL / k\LP
BUILDING SQUARE FOOTAGE: GROSS BUILDING SQUARE FOOTAGE - 8320± SF
I MAX. BUILDING HEIGHT: 35 FT.
2-6' DIA. PIPE BOLLARDS x SETBACKS: FRONT - 10 FT
@ EACH DUMPSTER FILLED I I SIDE - 8 FT
WITH CONCRETE, PAINTED / I REAR - 0 FT
RED I x PARKING REQUIRED: 16 SPACES (1 SPACE PER 500 SF BASED ON GROCERY USE)
I0
DUMPSTER ENCLOSURE (
6' WOOD FENCE 1 PARKING PROVIDED: 33 SPACES INCLUDES 2 HANDICAP SPACES, 1 VAN
I
WITH DOUBLE LEAF I I ACCESSIBLE)
GATES 4' CONDENSING UNIT PAD I x x
(T-6"x16'-B')
' HIG� CHAIN±
I x
O (LINKIT
H CHAIAlfL ENCE
Li
I x
TERMINATE CHAINLINK
FENCE N EACH SIDE OF
RIPRAP APRON xI I
::..
I 4
M T'
3' WIDE JURB UTkD6' CONCRETE x
p x UMPST PAD'-;
F
Y y x
GRAVEL O `'x v
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I 1'-6' STANDARD CURB
LU & GUTTER
0
I
GRAVEL I
I
I
20' TAPER FROM 30'
TO 18' C&G
I
I
RING D.B. 1004-846)
'"W 759.91'(T)'
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gyp
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0
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----------------------
x x x ' ['QN('RFTFx PAT:
(10'x22x22')-
INK F NCE ,
�
! 12' WIDE,
DOUBLE
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MATE
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ENCU`n`
CHANK
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LOADING AREA (20'x30')
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6' DIA. PIPE BOLLARDSLa
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FILLED WITH CONCRETE,
N
•
PAINTED RED
/
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CONCRETE WHEEL
STOPS (TYP,)
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/
4' MONOLITHIC
CONCRETE SIDEWALK (TYP)
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PROPOSED FAMILY
y
DOLLAR
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7
�± 8,000 SF� A
'
FFE`-f31,00
o
X
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'
6' DIA. PIPE BOLLARDS
GRAVEL
S.0' @ 6' O.C. FILLED WITH
j
CONCRETE, PAINTED RED
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I
'
CONCRETE WHEEL
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STOPS (TYP.)
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18 7'
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yr $fix-6' REVERSE SLOPE
CURB AND GUTTER
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10.0'
(Typ)
10
IN
1U' Y KUN I JL 1 ant.
1'-6' REVERSE SLOPE
POTENTIAL FUTURE
ACCESS POINT
L
I I 25'x25' TRIANGLE
I NCDOT EASEMENT
—AL
19.91' 10'x7GHT—! A r X*`BHT—NGLES �� ��
X ��pp CURB AND GUTTER ECM N49 25'S3_'E ICJ pIN�R
---�-- -- — �, 0.00 -- — -- -1 — ���
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E E E 1� E pSIGN GW S6_V TB E E—
RIM 28.45' /8% 3� '
I IOUT:25.85' AO' -� I4'
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III NGS MONUMENT
"F 213" NAD 83(1986)
N: 649,245.41 FT
E: 2,567,585.30 FT
EL: 28.82 FT (NAVD 88)
w
�\ II
30 &G 11
11>
FULL OF8DE8 IS
AW
_---_—__--U S._ HIGHWAY 1 (BUSINESSPPS-
100 PUBLIC RIGHT—OF—WAY
\ `\
• \\ aw CB -41'
GENERAL SITE NOTES:
1. DIMENSI❑NS SHOWN ON PLAN ARE TO FACE OF CURB,
UNLESS NOTED ❑THERWISE. CONTRACTOR SHALL N❑TIFY
ENGINEER OF ANY DISCREPANCIES WITH THE DIMENSI❑NS
SHOWN ON THE PLAN,
2. ALL PARKING LOT STRIPING SHALL BE 4' WIDE. PAINT
COLOR SHALL BE WHITE.
3, CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS
FOR BUILDING DIMENSI❑NS,
4, CONTRACTOR RESP❑NSIBLE FOR PROVIDING ALL
MATERIALS TESTING DURING C❑NSTRUCTI❑N.
HEAVY DUTY ASPHALT:
8' ABC STONE + 2' S 9.5B + 1' S 9,5A
NOTE: REMAINDER OF PARKING LOT WILL
BE LIGHT DUTY WITH A SECTI❑N OF 6'
ABC STONE + 2' S 9,513 + 1' S 9,5A
SIGN LEGEND:
T A - STOP SIGN (R1-1: 30'x30')
�— B - _ HANDICAP PARKING SIGN
Know what's below.
Call before you dig.
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NORTH
Scale:
1 "=20'
Date:
03/28/2013
Project No.:
Revisions:
-1. 05/21/13 NCDOT COMMENTS
1 06/13/13 REVISED BUILDING SIZE
4, 03/20/14 REMOVED LEFT TURN LANE
,'d 03/20/14 ADDED CHAINUNK FENCE
' 03/20/14 ADDED SIDEWALK TO R/W
Sheet C3
. ..' f _ � _ _ • _ - • �.L � �J�� .� . _. •mil .. _� _ _ _ _ � '

TEMPOR ILT
\FENCE I S i�L\�.E ALONG
Cp - f D STURBED\ 1\S I \ 28 - - -
XX= o
r � -
LP SEDIMENT I I I
FOREBAY \ CU I I
J
\ TOP OF DI I
El EV - 283
I 4' HIGH CHAIN
LINK FENCE
at
I' CLASS 1 RIP RAP APF-"
Y0X1Nh'FL8'CFWINK
I
RIP
RAP
APRON
I
rw
1
RIP RAP APRON
`CLASS
L=12',
W=5', D=12'
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Qm
w
p
W
0
m
TEMPORARY SILT
FENCE INSTALLED ALONG
DISTURBED LIMITS
HARDWARE CLOTH
INLET PROTECTION
(TYP)
I \
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
/
I 2
01,
I / x 29.
I
I _
A
30.20 --
\ L.
',� .t •e• ''rY \ co
J CHAIN-UNK 'X
30.67 30.67 30.33 FENC ^ X
29.00
/ X
/ 30.33
30.33 ro
9 >eo
9
PROPOSED FAMILY
d W -
FFE^31.00
PP '
II -11
w\ I
10, CONCRET� 1 /
EMERGENCY SPILLWAY TERMINATE FENCE ON EA
EL. - 27.0 I SIDE OF CONCRETE SPILL A\
SEE DETAIL SHEET C6
Z 1
//�� I 23'/15' RCP ry
@ 0.43% /
l TOP ELEV F DA 28.3 ), I ' I CL I RIP RAP
APR N
-- k i L= W=G', D=12'
27 ri
+�
10' TEMPORARY RI RAP
28 \ EMERGENCY SPILLW
o ° FOR SKIMMER BASIN
EL - 27.5
26 o
w
OUTLET STRUCTURE \
- (SEE DETAIL SHEET k
I C6) I
1 PERMANENT POOL -� �' I ��
L. 20,5 \\ S LF SKIMMER OUTLET D IC�
I (SEE DETAIL SHEET C7
TOP OF DAM
.5 -� ' q I ELEV - 28.3
26
I I fix/
HIGH CHAIN
28 I I WINK FENCE
9 LLF) E E - 28.5 /
38 E��� 30 L
• a 31.00
:.
• •.. � .M•. �- 30.90
3p 31.00
30.79
m:!mI///�:.�''
6
.;
TC 30
BC 30
i�
f•
30.79
30.19
30.00 31.00 31.00
T"__30. 0� o
BC 30 0 30.3
30.30 \
TEMPORARY SILT
FENCE INSTALLED A ONG
DISTURBED LIMITS
� / J
30.10 6 29.96
HP
48 29 1
HARDWARE
3� INLET PROTE(
(I YP)
A 30.50 I
LJ
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_ LP A - _ PF __ 1 w II II PLANTER
A- - ECM II�II
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E
E- ----- - - - =�
IL I CB
LMPORARY SILT IIRIM:28.45'
FENCE INSTALLED ALONG 11OUT:25.85
-24- - - - - DISTURBED LIMITS29
11>
/
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III NGS MONUY
- ii'2 "F 213' NAD 8
N: 649,245.1
11> I I E: 2,567,585.
CJ I ( EL 28.82 FT (A
w
W W W � W � /' `7. - W - = W - _ =W
SS SS SS '',SS SS SS-SS-SS---------S FCB
FURI DEBRIS _
TARY SEWER LINE S \
INITY SEWER MAP
_- P----------U.S. HIGHWAY 17(BUSINESS)----SS, 1SS- � \S -,SS-
100' PUBLIC RIGHT-OF-WAY //
29.96 w I
!LP
29.66
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w I ASPHALT
3o.so � I J
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1tu
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1RI
111
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Figure 6.65a Pomus baffles in a sediment basin. The fbw is d<sbilb led eveNy acmes the basin b md"
flow labs and hobuWme, resulrg m 9reabr sediment reterltam
Bdlbt aW m be lagllW et> ..* in t11dir My pwide Web' WbdhL
Rd rtuPipn 6A%and the PollawkI Yri PDim
• The bd % nurrYl eaWt to be awted a the botmm and ddr wft
BWN W by trmohlny a tat dr tine..
• Mm of do eedltnra will mxmllar to the Mr bW m 9N ahodd be
mdily wmitible Pox mfift erne.
Ouooert mpg 6Lpperf post.
to wars to pfw la9Me berte 6 6Wdts
vmtmm fre ward. . w
POML6m dew4mW0ndapemuebdflebfeaetim i bndn Nnrthet6lrtibmwelrbealm0awdlr
gone ih*Ah dle bepM mmmiel.
f,6a t ww
POROUS BAFFLE DETAIL � A
SITE DATA:
SITE AREA - 1.30t Ac. �56,955t SF
DISTURBED AREA - ;t 50t Aa (65,126t SF) A
SOIL TYPE - CRAVEN CrA� AND LEN )IRje
CONSTRUCTION SEQUENCE: 1 G
1. INSTALL CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE. CONTRACTOR SHALL
ONLY REMOVE ENOUGH OF THE EXISTING CURB AND GUTTER TO INSTALL
CONSTRUCTION ENTRANCE.
2. BEGIN STRIPPING OPERATIONS.
3. BEGIN GRADING OF BUILDING PAD.
4. BEGIN INSTALLATION OF FOOTINGS AND BELOW SLAB UTILITIES.
POUR BUILDING SLAB AND START BUILDING CONSTRUCTION.
r6. INSTALL SKIMMER DEVICE AND TEMPORARY EMERGENCY SPILLWAY. GRADE SEDIMENT
BASIN TO BOTTOM ELEV. 25.0.
7. INSTALL STORM DRAINAGE AND UTILITIES.
8. INSTALL EXTERIOR CONCRETE ALONG WITH THE CURB AND GUTTER. COMPLETE
DRIVEWAY ENTRANCE ONTO HIGHWAY 17.
9. INSTALL ABC STONE ON PARKING LOT.
Ito REMOVE SKIMMER DEVICE, POROUS BAFFLES AND TEMPORARY EMERGENCY SPILLWAY.
11.INSTALL OUTLET STRUCTURE AND 15" RCP ALONG WITH PERMANENT CONCRETE
EMERGENCY SPILLWAY.
121COMPLETE EXCAVATION OF SEDIMENT FOREBAY AND PERMANENT POOL
13. COMPLETE PAVING AND LANDSCAPING.
14. REMOVE PERIMETER SILT FENCE ONCE SITE IS STABILIZED.
GENERAL NOTES:
1. GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN
3:1.
2. PERMANENT GROUND STABILIZATION IN 14 DAYS AFTER CONSTRUCTION IS COMPLETE.
3. SEE TABLE BELOW FOR GROUND STABILIZATION CRITERIA.
4. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE. ( SECT. ILB (2)(b))
SITE AREA
STABILIZATION TIME
STABILIZATION TIME
DESCRIPTION
FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES,
AND �51_UVLb
HIGH QUALITY WATER
7 DAYS
NONE
HQW ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND
THAN 3:1
ARE NOT STEEPER THAN
2:1. 14 DAYS ARE
ALLOWED.
7-DAYS FOR SLOPES
SLOPES 3:1 OR
14 DAYS
GREATER THAN 50 FEET
FLATTER
IN LENGTH.
NONE ( EXCEPT FOR
ALL OTHER AREAS
14 DAYS
PERIMETERS AND HQW
WITH SLOPES FLATTER T14AN 4-1
ZONES)
GRADING NOTES:
1. SPOT ELEVATIONS SHOWN ARE BOTTOM OF CURB, UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL REFER TO GEOTECHNICAL EVALUATION,
DATED SEPTEMBER 13, 2012 BY SHIELD ENGINEERING ALONG
WITH RECOMMENDATION LETTER DATED X.
3. FOR BUILDING PAD PREPARATION, CONTRACTOR SHALL REMOVE
TOPSOIL. CONTRACTOR SHALL COMPACT EXISTING SOIL WITH A
NON -VIBRATORY ROLLER. CONTRACTOR SHALL PLACE
GEOCOMPOSITE (TENCATE PEC 35/35 OR EQUAL) ON
SUBGRADE.
4. THE UPPER 12-INCHES OF FILL BENEATH BUILDING PADS AND
ROADWAYS SHALL BE COMPACTED TO 100% STANDARD
PROCTOR. THE REMAINING SHALL BE COMPACTED TO 95
PERCENT STANDARD PROCTOR.
5. THE DAM FOR THE STORM WATER POND SHALL BE COMPACTED
TO 98% STANDARD PROCTOR.
6. LANDSCAPE AREAS SHALL BE COMPACTED TO 90% STANDARD
PROCTOR.
PERMANENT SEEDING SPECIFICATI❑NS:
SEEDING DATES: MARCH -JUNE
MIXTURE RATE
FERTILIZER (10-113-10) 20 lb/1000 sf
AGRICULTURAL LIME (GROUND OR PULVERIZED) 0 lb/1000 sf
CENTIPEDEGRASS 20 lb/Acre
MULCH 4000 lb/Acre
I LI"II-UKHK T 3Ltin,4u Jr'_ui_r il..H I iuiw!>:
SEEDING DATES: COASTAL PLAIN - AUG. 15- DEC. 30
MIXTURE RATE
AGRICULTURAL LIME (GROUND OR PULVERIZED) 2,000 lb/Acre
RYE 120 lb/Acre
MULCH 4000 lb/Acre
Know what's below.
Call before you dig.
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NORTH
1 "=20'
Scale:
Date:
Project No.
Revisions:
3/28/2013
LT04/17/13 REVISED SPOT ELEVATIONS
04/18/13 NCDENR COMMENTS
• 05/21/13 NCDOT COMMENTS
a• 06/13/13 REVISED BLDG FOOTPRINT
Sheet C4