SW8140415_APPROVED PLANS_20140717

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW81�Oy\5
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201-4 0-► l'1
YYYYMMDD

LAKE RD
SITE
REVISIONS
7
00
m
m
v
a
N
c
CN
3
V
CN
N
0
m
>.
C
0
0
k6
N
0
M
M
0
N
m
0
HPLEL INVESTMENTS, LLC
BK 5114, PG 1847
TRACT 2
MAP BOOK 37, PAGE 85
RIP RAP LINED WEIR +`' VACANT
AND EMERGENCY SPILLWAY 15"FES INV 12.0 * ,
5' WEIR ELEV. 14.0 + oa ma +
30' EMERGENCY W/1O'x11.25'x18" E.D.°,
SPILLWAY ELEV. 14.65 / \o 1�_ / PROPOSED CONC.
/ RIMCI N18.50 EXTRUDED CURB
INV 14.50
LIF+ N28'17'25„W 325.00 yeti F
o0 0 0
e
u qi-
OBSERVATION WELL °0°0�0 0g0ggo0°° ° 0-.0g° 2" 3j A1�
0 0 0 0 0°°°°°° °°°°° ° o 0 9,7 I
(SEE DETAIL) °°°°°°°°°°°°°°°°°°°°��0°0°°°°°°°°°° °° ds °°°° 9 „
0 0 0 0 000 000000000000°00 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 o a
0 0 0 0 0 0 0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 �
° o °o°o°°°°o°°°o°°°°°°°°°°°°°° °° r -
0°0g0°o°o°o°o°0°0°000°0°0°0 0°0 I 14" p
o°o°o°o 0 0 0°0 0°00 0° o 0 0000000000000000
° ° °g ° �p.�5•
O°°•"b°°°°°°°° °o°O O°O°O°O°O° O O°O°O°O°O°O°o°°°O° N
7 °0°0°000°0°000°00 000000°o°o°o°oo o°oOo°o°o°0000 °°oo "ti I�. 171 I +
o0o0 0 00 00 0 0 0 0 000 000000
°°°°° ° ° ° ° °°°�° I- J ALIGNMENT PIT
PROPOSED a °0°0°�0@°°00�0�0�0 °° °y° ° °° °a°°s�°a0000000
o da o 0 0 obo o d"o 0 0 0 0 0 0 0 1
$oge°$g°°ggg° °° ° �°° °°°°°°°° PROPOSEb 1-- SEE OWNER FOR
INFILTRATION BASIN °�0000°0° ooa 0°g°0°°°°gg00000°°000000 +
°°°°°°° °°°°°° SPECIFICATIONS
BOT ELEV: 7 o$g°°°° 60°0°0°°°°°°°°°°0° °°°°°°°° °°°°°°°°°°°°°°° °°°°°°°°°°°° 1 O, �X 1 QE) G
� � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00 0 0 0 0 0 0 0 0 0 0 0 0 0000000 000000000 0
TOB VARIES: 15.15-18 ° °°°0 ° $p°o°°°0°0 °°°°°°°0°
5 0 0 0 0 0 00 0 0PW 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0-.-0-0'-0'-'0-0 0° o 0 0 0 0 0
, °o ��°°0a%°°°°°°°°°°��$ $�g��gP° °°°° / FEE: 20. h'
°°°° °°°°°°° °° ° �,,°o°°°°
o ° o ° ° ° ° ,,pp 1 0 0 ° o
o° o°o°o o°o°o' o°o°o°o°0°0°0° °0°oglE1L°Oo�. °o »°o4o°tsOo�Oo°oO
000 0 °o o�o0000000°000000000 0 o�p�9b�q�op,pop000 000000000000
o 0 0 0 0 0 0 00 000 0 000 0 6+4i�bIDb'+�d' o 0 0 0 0 0 1 .VL4
°°000�ID0°00).0 . 0 °° o °"■■ggam�°�q �p�.(.,��gQ°°°°°°°° Z7z@r
/ °gag° ° 0 0 0 0°g0g°° a°g°g°gogog° oo° °� dGa 0"b��' O°0 14
SOUTH ATLANTIC SERVICES, INC. o o go o °g o °°°°°
BK 1048, PG 591 L °°°°°° g°°o°o°o°°°°°°°
°°° °° '.
/ 1 � +`
o°o°o°op o°o°o°o ° o c�Dgogogogogogogogogogogog ogogo
° °°° ° ° ° ° ° o ° ° ° ° °
og0 00000 ggoogogag° ogog0o0g°gogoggg000g 8 gag oggggggagag° gggggg - - - -- l �' EXIST. LIGHT POLE
°° o,,og°�° ° °°°° ° °g�g000a °° �g og° 0 % TO BE RELOCATED
EXIST. DEBRIS PILE °° ° °°°°°° ° g°°°%° ° ogoo �`0�0°°g o----aaw- - - AS SHOWN
TO BE REMOVED °°ab-
0 0 000voao°o°o o°o
° ° ° ° ° ° ° ° ° ° ° ° o 0 o-- 9� _ a ° ° ° ° ° ° ° ° ° ° ° ° ° o °
° o o ° 000 o°o o°m00000 °Q° °/' '9J -4 °'^p _p _o _o _o _o neoo°on°oo°o \
o ° °
°gggo .gg000 ouo 4 ` EXIST. OVERHEAD POWER - - a 4 \
�+ / go�ogogogogoog6g°y�' %�o" 4 o TO BE Rif-OCATED �5ti + 6 oh '8
f I 11
o0g°°g0g0gag0 G o a� HOWN 4 +` +�.
o �� -y - ti 4
%gogog°go a Zoe ry EXhST. CONCRETE PADS 4
I gogog%°° 9XIST. EXIST. GONG. TO BE RENJOVED \
0�°°°0° J GRAVEL q 4 HPLEL INVESTMENTS, LLC
- - -
6°g°9� + EXIST. LIGHT POLE
suRFACE 4 x^ ;� 1 G oa \ ^�^ BK STRACT 21847
0ggg0 v TO BE RELOCATED ° oo s 9' S 4 \ z +` MAP BOOK 37, PAGE 85
°° �0 4 AS Sf t(�WN + 4 v +o °. tih °
01
, 4
I I g°%✓70ry� ' +`�^Fk x�G`5$ 4 4 o (IST. CONC. 4 +,9 G o, o
I °3ti � - - �zo�4 4 y
9
I// 4 L 4 ti 4 ryp` og ^a^� 4 +. EXIST. 4 - Q ^�
/ / 1• S - -��. �a +�' 4 �e GRAVEL a" I
SURFACE 9
4 EXIST. FENCE
/ I �r/7l/®/77/ 7T/TT7 -- 4 4 4 4 TO BE RELOCATED
"�i�_ / 4 AS SHOWN.
v , v 3b Ob
/� I ADD ADDITIONAL
ELEV N= 22.63 / 9'64 `a5 /g �� FENCE AS NECESSARY
I �I .fig �y2C I _ V 22.41 II+ 4 +`0 a \ 44 z o TO LIMITS SHOWN.
13 �� N / REGRADE THIS AREAA\ 0 4
I w EXIST. 1 STORY MASONRY BUILDING FOR POSITIVES AREA N e
'L,ti, / MTH FRONT OFFICE / �a \. 4 + - 4 + ^0. e.
ry v + +
v v\ I `�f /3625 \ 9 00p 4 +,�06
I I I \gym LOADING / 4 x 4
SOUTH ATLANTIC SERVICES, INC. o� I ! ° - /L�/�l/ - _ DOCKti EXISTfNG WELL
BK 1142, PG 1237 q I I ry o 4 4 y -_� ' 2?0
Q 8.64
fy /
e II�1 IF- I(Y /
2ss�� glSi.4 `Jbb oo / ye
GRAVEL �. c�
I 4 SURFACE - 0 + +`�
4 4r (275SF ,�� �c�F%e
a
III�,a °oe ��. \�, ` FIN. FL
/ ELEV 22.70 16./ g NOTE:
+ryo°e�� + 8 NO STORMWATER
+ Vlli 4 4 4. A x - ti, / x LEAVES SITE
4 - 21.08 + /
I GATE I I G TE z4 II WHEEL STOP
\I �39� N \ $ \ I I \ I �� tr - - 0' (TYP.)
20.55 I\ / -F'L�p6 `Sr
\ WHEEL STOPP,.
0.- \ /�
I x \\ \ \ s I \ xz,.o6 (TYP) PROPOSED ASPHALT PAVEMENT
NOTE J is \ \\ 99ti \\ 4 1PIS
APPROX. LOCATION ,195 TO ACCOMMODATE PARKING
NOS ORMWATER e \ �+ws'120. 3 -EXIST.-SEPTIC AREA _ _ 21- J ; f
o, �. - _ EXISTING GRAVEL
LEAV S SITE �f ' I TO BE REMOVED
V . Y o�.
- _ aHw- _ } ip z70 SITE -�_ ° x
/TRIANGLE - Xts�- - -� RESURFACE W/2" OVERLAY
w 2580 SF + V rttio° II ELEVATED 10�O�SITE a SF9.5A ASPHALT TO LIMITS
BENCHMARK: NC GEODETIC MONUMENTH-222 a99'/ + tiYc 24'4 I I�-� 11 SIGN (�QDSE 5 2. a� `>> ,$�'s SHOWN AND RESTRIPE STRIPE
TRIANGLE - 3� - - - /
STEEL ROD ELEV. = 17J1 (NAVD'88) + - - -564b - -+ PARKING SPACES
- - - -mow- 5 ,aa7 ,-j-,- f-� -- 12.5 ti 6 F 1� -'I 5
_ 5
�- r7 `� �� H / ,s"� �-®� mow® -' TSF,�,. T�
`�28.17 5'E - $ 1 oy /' _ _ ]B4_43�_ - - _9� 528�7.2.5 E-16-
[}-16--�VFES=1.5 .,e /, -----_---- �.
- -s� - li 1 / a s n`'- -15- \b�
- 6 -- - -16-- -- -A 1S7 24"R 5a�` _- - .s` - ES - V FE / �lb 6�7.
�WVFES=f4.41 - - �e INV FES f, 1 Y3.64�+�
*` WIDEN EXISTING DRIVSWAY _ _t --� x,7.a, EXIST.
INV. 14.70 a ��. _ b 1 CONCRETE
- -; AS SHOWN 4 6/ e FLUME
_ _ _ _ _ _ _ _ a� //.//T - 17
o LANL 51MItt
EXTEND EXIST. 24"RCP
U.S. HIGHWAY #421 (150' PUBUC RIw)
SITE t
BA •
IIIIIIIII1 IIIIIIII,
G�
SUTTON SUM PLANT RD
A
LOCATION MAP
NOT TO SCALE
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip G. Tripp. P.E.
Date:
Registration Number: 17374 SEAL
Property Owner Certification
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
SITE DATA:
OWNER: BCC OF EDENTON, LLC
ADDRESS: 1415 N. BROAD
STREET
EDENTON,
NC 27932
SITE ADDRESS: 3625 US HWY
421 NORTH
NHCo. PARCEL No. R03200-001-030-000
TOTAL AREA 3.10±
ACRES
DISTURBED AREA
2.30 ACRES
ZONING 1-2 INDUSTRIAL
DISTRICT
USE
INDUSTRIAL
EXISTING BUILDING/CONTAINER/SHELTER AREA
15,350 SF
EXISTING ASPHALT AREA
5,910 SF
EXISTING GRAVEL/CONCRETE AREA
38,990 SF
TOTAL EXISTING IMPERVIOUS AREA
60,250 SF
EXISTING BUILDING AREA TO REMAIN
15,350 SF
PROPOSED BUILDING AREA
10,000 SF
EXISTING ASPHALT AREA TO REMAIN
5,910 SF
PROPOSED ASPHALT AREA
1,610 SF
EXISTING GRAVEL/CONCRETE AREA TO REMAIN
38,520 SF
PROPOSED GRAVEL AREA
15,580 SF
TOTAL PROPOSED/EXSTING IMPERVIOUS
86,970 SF
NET INCREASE OF IMPERVIOUS
26,720 SF
PARKING REQUIRED
1.5 PER 2 EMPLOYEES GREATEST SHIFT
10 EMPLOYEES=1.5x5
8 SPACES
1 PER EACH MANAGER
1 MANAGERS=1x1
1 SPACE
1 VISITOR PER EACH 10 MANAGER
1 MANAGER=1 VISITOR
1 SPACE
1 PER EACH VEHICLE
6 VEHICLES=1x6
6 SPACES
TOTAL PARKING REQUIRED
16 SPACES
TOTAL PARKING PROPOSED
16 SPACES
STREETYARD REQUIRED
(325 FT - 48 FT) X 25
6925 SF
STREETYARD PROVIDED
7120 SF
PARKING LOT INTERIOR LANDSCAPING REQUIRED
PARKING AREA=5916 SF X 8%
473 SF
PARKING LOT INTERIOR LANDSCAPING PROVIDED
935 SF
APPROVED
NORTH CARO(INA ENVIRONMENTAL
MANAGEMENT COMMISSION
SsP 7-/7-11 LEGEND
nc/OLA-SLtl 0-) EXIST. UTILITY POLE W/
GUY WIRE
APPROX. EXIST. WOODS
LINE
I OHw - EXIST OVERHEAD WIRES
N23'20'38"W - - -
869.82"
"MAG" NAIL AT APPARENT CENTERLINE INTERSECTION J
U.S. HWY #421 / S.R. 12145 SUTTON LAKE ROAD
DAYS r° I 1tl Lai
JUN 2 5 2%
o C-
EXIST. CHAIN LINK FENCE
©
EXIST. UNDERGROUND CABLE WARNING_
EXIST. PINE TREE
cell
EXIST. OAK TREE
EXIST. UNIDENTIFIED TREE
EXIST. TREE TO BE REMOVED
- -
PROPERTY LINE e
- -
RIGHT-OF-WAY
x18.87
EXISTING SPOT ELEVATION
O
PROPOSED SPOT ELEVATION
f- ►-
STORMWATER RUNOFF DIRECTION
o°o°o°o�o�o°o
PROPOSED GRAVEL AREA
PROPOSED ASPHALT AREA
®
PROPOSED ASPHALT OVERLAY AREA
EXISTING GRAVEL TO BE REMOVED
®
INLET PROTECTION�?'�'
(175)
LANDSCAPING w/AR
X TSF
TEMPORARY SILT FEN y_
LIMITS OF DISTURBANCE
O
d4
T
V
cc)
z
W
O
W+'
U
Z
O
O
,
O
'y
to
Lou
Z�z
O
1 a
c=�
w
Ora
✓~ZU
O
O
O W Zo
^
d%
�aZ
Q
�z
E-�,--I�aw@
, i 1 L111/,2 /
S E A L =
17374 \
<�j� •F,�GINE�y'���
CREG6'
1jlniin,u�
DATE 06-24-14
DESIGN PGT
'DRAWN EJW
C I
SHEET 1 OF 2
13026
At,

TREE
NCDOT III OR iE
WASHED STONE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
»
-h-ti 1
� I
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
OBSERVATION WELL DETAIL
NTS
M
MvIMMU
0 - 3/8" CONTINUOUS
STEEL AIRCRAFT
CABLE
EXTRUDED CURB DETAIL
NTS
8" ABC STONE (NCDOT)
HARDWARE CLOTH
OPENINGS)
MAINTENANCE
MESH MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT /5 OR /57 STOVE ON A 2:1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (I INCH
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
SMOOTH TO AN EVEN GRADE OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
HTS
TOP VARIES
TEE SHEET C1
NOTE: 4" OF CLEAN SAND TO BE PLACED IN
BOTTOM OF INFILTRATION BASIN AT ELEVATION 10.67
INFILTRATION BASIN DETAIL
NTS
NOTE: PAVEMENT SECTION MAY VARY
�T�i TILT inn
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
i'-6" x V-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
GRAVEL SECTION
RESERVED
READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
WITH
BOLT TO WD. POST W/ 3/8" CANDIUM
o
PARKING
PLATED NUTS, BOLTS & WASHERS.
NTS
9" x 1'-O" x .080 STD ALUM. SIGN
TO READ VAN ACCESSIBLE".
o
(NCDOT)
2" TYPE SF 9.5A NCDOT
BOLT TO WD. POST WITH 3/8" CANDIU
o
PLATED NUTS, BOLTS & WASHERS
o
8" ABC STONE (NCDOT)
9" x 1'-0" x .080 STD ALUM. SIGN
o
TO READ "MAXIMUM PENALTY $250,
HAND
GS D. POST
T LDLQ
WITH 3/8" CANDIUM PLATED
_
LEGEND BORDER -GREEN
NUTSo BOLTS & WASHERS
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
PRESSURE TREATED 4"x4" POST.
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
NTS
1-1/2"R( C 2) 1-1/2•11(NP)
MAXIMUM VAN 11 I- III
/8"(TYP> ACCESSI 3/8'(TYP) -III-III
IIIIIIIIIIIIIII
LBACKGROUND - WHITE BACKGROUND - WHITE
EGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III -III
=III -I I
TYPICAL HANDICAPPED SIGN_
NTS
(STORAGE LIMITS)
15
SECTION
DROP INLET DETAIL
NTS
NK 15.15 3 5' 30'
TOP OF
1BOTTOM OF!
I2„
BOTTOM OF WEIR 14. i
STEEL POST
WIRE FABRIC
GA. o m FILTER FABRIC
WIRESI
M �
w
J
\- ANCHOR FABRIC SKIRT
of AS DIRECTED BY ENGINEER
17
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
0
C(
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
PLAN
CONC. COLLAR 1� Ac
x
<O = ul
2' 0"
BRICK MASONRY w
FLOW j
i0
3000 PSI CONC. oQ
T PAVEMENT
RIP RAP LINED
COMPACTED SUBGRADE
SUBGRADE
TOP OF BANK
BOTTOM OF SPILLWAY
BOTTOM OF WEIR
3
�1
WEIR AND EMERGENCY SPILLWAY DETAIL
NTS
1 " =30
I
■�i�.SEE PLAN
SEE PLAN
• i• •
.RO W
ENERGY •
NTS
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
71MEFRAME
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HOW ZONES)
NPDES GROUND
STABILIZATION CRITERIA
NTS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPEUES RATE Ala/ears)
Rye (grain) 120
Annual lespedeza (Kobe in
14.65 Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedezo When duration of temporary cover is not to extend
beyond! Juror.
SEEDING DATES:
Mountains - Above 2500 M Feb. IS -Noy 15
Below 25M It: Feb. I -May 1
Piedmont - Jon. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
FoEae recommendations of soil tests or appN 2.000 Its/acre around ogricW-
turd limestone and 750 Ib/ocre 10-10-10 Hilber.
MULCH
APPLY 4,000 LB ACRE SRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH HOPoNG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Referblos N growth is not fully adequate Revved, referBLize and mulch im-
mediately following erosion or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
GERMAN MILLET 40
N THE PIEDMONT AND M&14TANS. A SMALL-SrBbiw SUNDNM.RLSS MAY BE
SUBSTITUTED AT A RATE OF 30 l8/ACRE
SEEDING NOTES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MY 1-AUG. 15
COASTAL PINT - APR. 15-AM 15
SOIL AMENDMENTS
FOLLOW RMOMMU MIGNS OF SOL TESTS OR APPLY 2,OCO US/ACRE GROUND AGRICUL-
TURAL UMB70IE AND 750 LB/ACRE 10-10-10 FEIDIIIZFR
MULCH
APPLY 4,aao LB/ACRE STRAW. ANCFKIR STRAW BY TACKING WITH ASPHALT, tETTNG,
OR A MULCH NN:IOflNG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MACH ANCHORING TOOL
SITE
WORK NOTES
REVISIONS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
pate
Description
By
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11.
EXISTING SURVEYING PERFORMED BY CHRIS GLOVER AND SUPPLIED BY THE OWNER.
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
I7
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
O
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20,
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
I�/I
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
•r�C�1•
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
23.
SEE GEOTECHNICAL REPORT NO- ---------- DATED -------- BY
FOR ADDITIONAL REQUIREMENTS.
______
CONSTRUCTION
SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
r , Z
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
w a
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION,
n% 00
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
w
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
al
CONSTRUCTION.
r
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
�I
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
M
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
W E
CLEANED OUT AS STATED OR WHEN HALF FULL.
E-I 14
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
r�I�
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
F 4 z
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
A
ENTERING STORM DRAIN PIPING.
zz
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
OF
CF O
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
E'I
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
U 0
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
z
PLAN PROVE TO BE LESS EFFECTIVE.
� 1--4
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
O i �N
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
E4 aF
MAINTENANCE
PLAN
A
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
,
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS,
W T--I
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
O
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
I'll
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
^
00
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
C\2
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
P-well S•"•r
4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
O
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
W IL-4
ACTIVITY ASSOCIATED WITH A SWALE.
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
O O
z
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
O O co
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
CO
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
,L4 Lo Ln ci
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
O 1 1 a
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
Z 'z CYD co
-
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
COO z
W �• w
6.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
�.y _
F-I (� I Z
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
O O O w
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
CD a
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
^^ ,�
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
W U Q)
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
r,
7.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
N �-I O o
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
FLI
~ �i u
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
.--I
E-4 4 A"' �_q
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.
8.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9.
FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND ,
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
MAINTENANCE SEEDING MIXTURE 6ESSI '
REFfl01l1ZE R GROWTH B NOT FULLY ADEQUATE RESEED, REFERRUZE ADO MULCH N- SPECIES RATE (Its/sera)
QQ'
MEDATELY FOLLOWING EROSION OR OTHER DAMAGE FALL -WINTER _ "i'`•. /
SF LFSPEDEZ,A 30 _ SEAL -
PERMANENT GRASSING DETAIL 7- _
PLAN vlEw TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE `�" "U 10 = n374
TALL AN MIL 50 ••
SEEDING MIXTURE iec= RATE AID/acre) SEEDING NOTES
TALL FESCUE BLEND OF TWO OR 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERCEA.
SPECIES 1/2" 6'-11" ..... 1 2" ) RATE 1 O/aazel THREE IMPROVEDVARIETIES) 2W 2. USE COMMON BERUDAgNSS WILY & ISOLATED SITES WHERE IT CANNOT BE
14 ATE (SPAN) 25 COME A PEST. BLla1WALWUS5 WY BE REDUCED WITH 5 b/ern CE
00 /-7/8"0 HOLES SEEDING NOTES SING DATES SEEDING DATES
MOUNTAINS - AUG. 15-DEC. IS AUGUST - DECEMBER ARIL 1 - JULY 15 el
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS ,
FRONT VIEW SOIL AMENDMENTS
SOIL AMENDMENTS APPLY tWE AND FERTILIZER ACCORDING TO SOIL TESTS, OR N SAI SOILS) AN ro/ear.
GRa1M1 AIa6&LTNAL UYFSRNE (USE THE LOWER RATE ON SNAI SOILS) AND APPLY LIME AND FERTILIZER ACCORDING TO SOL TEM OR APPLY 3,000
1.DOp b/aaa 10-10-10 ffRll
Z FOLLOW SOIL TESTS OR APPLY 2,0& lB/A(%tE GROUND AGRICULTURAL GROUND AGRICULTURE LIMESTONE AND 500 b/xn 10-10-10 FERTILIZER.
g 1 2" "I 2" REINFORCI 4 :RED LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. MULCH �- z -
O CON44000 CR :�I MULCH ARY 4.0& b acro GRAN STRAW DR EQUIVALENT CEDER OF ANOTHER SUITABLE
SIDEWALK CURB N v A.
28 DAYSANCNoR By TACKING MXCK S1RUY FW TACKING WITH ASPHALT, ROANG, OR NETTING OR BY CRAP-.
I OR AAPPLY MULCH 4,000 AN/CIAIgPoNG TOOT.. AA DSK WIMWBLADES SET NEARLY STRAIGHT CAN MALCHODO Ibloon, GRALN SIMWOR, N Da1x1oF'N4»xEn'IM
BE USED AS A MULCH ANCHOMNG.T001-
WIDTH x LENGTH x HEIGHT NG WITH A W1LCH ANCHORING 7&L A DISK WITH BLIDES SET NEARLY vd+ 1
END VIEW 9" X 7'-D" x 4" USED AS A MULCH ANCHORING TOOL WIDI A � TTM�G� A �DISET �YD I Eft c BE
PARKING AREAD'W A MULCH T001'
DATE MhTED MAINTENANCE MAINTENANCE
NOTE: WHEEL STOP NOT TO EXCEED 4" IN HEIGHT. Repair tine refertilize damoase areas immediately. Topdross with 50Mlb)//mr, FERTI.M ACCORDING TO SDE TESTS OR APPLY 4o b xn NfIROGEN M JANIARr MAINTENANCE
L WHEEL STOP DETAIL June IS.
iwarewd with 50 n March. IT itblb/xn pKoobe (Pied anry to extend and temporary to Pan)w`d OR SIM AR TURF FERII VER. IN SEPTEMBER �°FERTILIZER AP�PIM�MNS WPP CS
JUN 2 5 201� APPEARANCE
or Korean (Mountains) leepedezo in late February or early March. WARM WEATHER, AS TIES INCREASES STAND LOSSES TO DISEASE RESEED, FERrEIIE REQUIRES, MOWEDm'OAPRIL WITH NLY ONCE r ID a�NTNITROFE A �T REIIFAT AS GGRSOw N
NTS AND MACH DNMCFD AREAS IMMEDIATELY. MOW TO A HEIGHT OF Z5-3.5 INCHES DESIRED. OMIT SERCEA NO MOW AS OFTEN AS NEEDED.
AS NEEDED.
� �''��,,�cREGG`�y��`�•
DATE
06-24-14
DESIGN PGT
DRAWN
MLV
C 2
SHEET 2 OF 2
13026

I LAKE RD
SITE
REVISIONS
El Da{e I Description By
RIP RAP LINED WEIR
AND EMERGENCY SPILLWAY
5' WEIR ELEV. 14.0
30' EMERGENCY
SPILLWAY ELEV. 14.65
OBSERVATION WELL
(SEE DETAIL)
PROPOSED
INFILTRATION BASIN -
BOT ELEV: 7
TOB VARIES: 15.15-18
SOUTH ATLANTIC SERVICES, INC.
BK 1048, PG 591
EXIST. DEBRIS PILE
TO BE REMOVED
SOUTH ATLANTIC SERVICES, INC.
BK 1142, PG 1237
HPLEL INVESTMENTS, LLC rvt
BK 5114, PG 1847 `g m
TRACT 2
y MAP BOOK 37, PAGE 85 a *gam A
VACANT +hie BUTTON STEAM PLANT RO
ry1 A
+ 15"FES INV 12.0
+,"\ W/10 x11.25'x18" E.D.9
/ Cl
No. 1 / PROPOSED CONC. LOCATION MAP
18.50 EXTRUDED CURB NOT To SCALE
N� o V 14.50
N28'17'25"W " `°dry on
- °-°-°-°-°-°-°-°-o-°-°-°�-°- -o-
00000000000000o fno D000DOD0000 000 O cL 72" I
F o 0 0 0 0 0 0 0 0 �e o 0 0 0 0
o
° °00o°o°o°o° I I f +� 14'
0 0 0 0 0 0 0 0 0°0 0 0°0°0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°°°°°°° �° 000 °°°°°° °°68 00000°0°0°0°0 0° 5"
o°o"D o°o°o°o o°o° °o°o°o°o°o o°o°o°o°o°o°o°o°o
/ o0000000°00. 0 0°0 000 00000 0 0000000000000 000 o,`% I 7
° o°° o 0 0° o 0 0°0 0 0
o°o°o°o°dao° o°o 0 00 0000000000 00 0000Doo o +,`�
o V ° ° ° ° o o ° ° ° ° °
0 0 o wo. 0 0�0 o do o io 0 oy'b"o 0 0 0 0 / k
$o ogoDoDoDo %%°%aa� %�%�%°°°°°%°%�%°%°%°% %�o�&%OSgog +q
PROP0
/ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° o ° ° o ° ° ° o ° °
o° °o°°°°� 0°°° °°°°°°° °°°°°° 1 'x1 ®� G
°°°°°° °°°°°°°°° ° °°°°°°°°°°00 °°°°° FI
°°°°°°°°° °°°°°°°°°o°o°° °°° o°° °°°°°°°0000O°oo
o 0 0 0 0 0 0 0 0 0 0 0 p o 0 0 0 0 0 0 0 0
y Dove Mo0;°o0%00' DODODODODODo�°00°o�qq°��Qy�yq� o °yyaQ�o$°oay°ooD°o� / FFE: 20.
/ o ° ° ° o o $'45"tl4d`b
° 0 0 ° ° ° °
o° °o°�°o °o°o°o°qq�°�o°o°o°o°o°o°o o°o o,JLpgo o'b°o° d'o$°os - -
/\ 0000°� 0000°° 00°000b°000°o°o°o°oo°ooOO°O° �q�gb�Q°po�,pOP°�00°�0°0°0°0°0°0 1 X/ 2"
o °Oo °o°o°o°o°o°° o oo o6+�dob�b�d�o° 0 0 00000000
°°°° o °°O°°°O000 ,00 j.�{QjJ,]� °��Qj�.°, QJ ��(1Q�°°O°O°O° 14'
DOD°00�00°D°D°o�0°°°O°ODO° O Oho °"D-O-O��,y.yWgp[�p °�°0°�°�°0° 12" /
D00000°0 0000000°00000 oO° ba°°Oo
°0°0° �'b°o° 0° o 0 0 0 0 0 o y 3•
O O O O O O pO°° O O' O°O ° O° O O° o O O O
° °°°°°°°a °°O °°° ° °° �°°°°°°°°°°°°°°00-00
°ooO °° ° ° °00 ° °0000Oo
0 o°b�bYo"000000°°0000^00o�o�e°oQo-oo 00°00000000 0000II°o °°�°0ao0a0v0o0-°eb°x.��
°e>0 0 0 0000
°00o°o„gp03�°K0 000 o'Oa'0'o0-ooaAo�n�.g`�goo0oo0° o n--'«OHW-
/ d°sO00°o° 0✓ �iAm� V= -4 V AV
880%° og0080ET.
OVERHEAD POWER S - _ q 4 \
/ ° °g°g0000°0°0 �� o" a 4 TO BE R�,COCATED
1 °Cb
%.o°gogo0®°�' ti° <�S�HOWN _ +'' 4 +'
-08g0°0go° EXIST. CONCRETE PADS 4
20 _ ti
I ogo�° ° j EXIST. q GRAVEL Exlsr. cork. TO BE RE1' PVED
SURFACE - - - - q Q
�g + EX�T. LIGHT POLE s 4 14 x o 6
0000o q TO BE RELOCATED o� yo q N h 4 a" q 4 Q z
° + o o�
AS__SI OWN- -- � - \ 4 q +� _ _ a 10 �� m
I o°�i�0�. +ti, x4y58 c. o CIS1.. CONc
zq?4 44 4
I Y a '. Q
14 4 '� q. ti\ ry h.. e�� +, EXIST. z
I I / A u £ ^e ` +�~4 1 - 4 q ,�e _ A GRAVEL Q �"' a"
^.. s - `��+�,. ti i��f 4 SURFACE q
+/ �772, T7�� ////Tl/�� /%l7 q 4 4 q 4 4
ENE,T 4 4 ,
CE RI ' i N w N ELEVN= 22.63 15.sa - +,ffi4 09`'\Ilk
\y1. 22.41
I I I % 111REGRADE
THIS AREA 4 0 0o
I �j I ��Q I y w y EXIST. STORY MASONRY BUILDING FOR POSITIVEq AREA a +
MTN FRONT OFFICE / v \ 4 4 6\ I +
40
rv25 LOADING q \ +4 ~
*4o
6
J) A
A0"
6�
ALIGNMENT PIT
SEE OWNER FOR
SPECIFICATIONS
EXIST." LIGHT POLE
TO BE RELOCATED
AS SHOWN
\
HPLEL INVESTMENTS, LLC
\ BK 5114, PG 1847
TRACT 2
+ MAP BOOK 37, PAGE 85
II
I
j
I
EXIST. FENCE
TO BE RELOCATED
AS SHOWN.
ADD ADDITIONAL
FENCE AS NECESSARY
TO LIMITS SHOWN.
q� I'j 11l-DOCK EXISI'tW WELL
20 d q
I d 4
ILI
- ri Q All\ -f8.64 /
GRAVEL
SURFACE 4 --P'; Q
V /
C � / 18.82
a \ _5 ti FIN. FL (275SF) \C 'Mgr*,e
Ij �9 006 tio7 ELEV = 22.70 a 16 e NOTE:
ti0 j +7 ' + °0aN NO
+" k ° q Q a \* zl , oe x - k,. / x + g LEAVES
SITE
M EATER
4
1 0
/1L/LL/mil/1L/
\ I GATE I I cm\ I <z4 / - - WHEEL STOP
(TYP.)
+,p \ \2' �� 2oI\\ /,� +ti .5s WHfELs'STO�. �, z 86 x
I \ xz,,os (TYP) + / PROPOSED ASPHALT PAVEMENT
NOTE JIB" \ \ \ '9ti \\ 4' , 4 � APPROX. LOCATION / I ": TO ACCOMMODATE PARKING
NO S ORMWATER \ �a+vy#zo. s --EXIST. SEPTIC AREA
LEAV S SITE \ �' �� I - - EXISTING GRAVEL
�f oa �. TO BE REMOVED
oeW_ _ 1Q x70' S�TEI Y-�,��® - _ ^ x RESURFACE W/2" OVERLAY
w i 2580 � : ,9 q +tio" II E tt� " O SITE a - SF9.5A ASPHALT TO LIMITS
BENCHMARK: NC GEODETIC MONUMENT H-222 y 9' / ti� 24,4 \I -� SIGN (30-0 s` s SHOWN AND RESTRIPE/STRIPE
STEEL ROD ELEV. = 17.11 (NAVD'88) + n ~ / I I _ IRIANGLE - 3-Y -- - - 5 .2' ,, , _+�e
e:a - PARKING SPACES
----a1W- 5 L a� "°� -- --__ 12.5 ti^ 6 F
1` \ '. "° + STRE D TSF 9` STR e
�. Y
5'E� 164.43:-�-7
_ y ', _ _ S28'1722- E \ / -16-
_� -156
1ST. 2,40R _ 5- j V
-17- + g� d� X JNV FES=i4.-41 - - - --+ -16INV4F - +13.64/`• EXIST.
INV. 14.70 0 �,� WIDEN EXISTING-DR1VEWAY _ _ x17.41 / /-6oC16JCONCRETE
-/ I N -
F -:e t AS SHOWN �� ` FLUME
fig, it p&"-17-
�- ----,r ---:-,mom- - _ -- -- - �--- - - -
LAN STRIPE' ..
EXTEND EXIST. 24"RCP
U.S. HIGHWAY #421 (150' PUBLIC RIW)
N23'20'38"W - - -
869.82'
"MAG" NAIL AT APPARENT CENTERLINE INTERSECTION J
U.S. HWY #421 / S.R. #2145 SUTTON LAKE ROAD
FOR DRAINAGE AREA PURPOSES ONLY
E G E I VE71
3� 1
BY:
V L
n�
W
Qi
�
W
a
z
�
o
q
~
�x
U
z
E4
O
z
O
E-i
O
z
H
H
a
I--1
z
0-4
z
ra
O
-t'
_CIO
V
Zz
W
0
S.
CO
+'
U
z
,(y
Lo
lC3 v
y
•1
p
'z
I
co
I a
Co can
ZN
wCIO
rouea
(:
�
O
O
.--I
owz
"-.q
a,
O)aZ
1^1w.
n
"z
E-�
a
co cu
FT
Essi'
S E A L
- 17374
CREGO" \I'
DATE 06-24-14
DESIGN PGT
DRAWN MLV
SHEET 1 OF 1
13026