SW6190603_2019-09-27 NCDEQ Set_9/30/2019

F_MffY` r. WEAVEF, AND
RICKYW AVtp, ANO
7EFE5A W MC:DAN'Ff_ O
DE3,7745 PG 380
APPROXIMATE END OF JURISDICTIONAL STREAM (SEE
DELINEATION BY LAND MANAGEMENT GROUP, ING)
USACE ACTION ID: SAW-2017-0254 EXISTING 18" STORM DRAINAGE CULVERT
WF (TYP) 4
Nffu,., CfovEfz, JR.
EXISTING PROPERTY LINE (TYP) s
( DB 1391 PG 90 r
1 EXISTING ADJACENT PIN# ,517-CG-0054 y_ 1•
PROPERTY LINE (TYP)
S PROJEC T P
SI TE
CONTRACTOR TO
/. DITCH TO CULVERTRADE
I
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.1
OPOSED 15" RCP CULVERT
---Arm MIKEPMA EE DETAILS)
7
EXISTING JURISDICTIONAL STREAM 1�
RECEIVING WATER: BLACK RIVER
BLACK RIVER SURFACE WATER CLASSIFICATIONS
INDEX: 18-68-12-1
CLASSIFICATION: C; SW
RIVER BASIN: CAPE FEAR
i S as
'3
----- as __— es —�—
,
SB
SB
SB ,
STREAM BUFFER
PROPOSED CONSTRUCTION ENTRANCE. (TYP)
MUD TO B M U E 50'x25'x12" RAILROAD
BALLAST WITH SYNTHETIC LINER BETWEEN
STONE AND NATURAL GROUND (SEE DETAIL).
CONSTRUCTION ENTRANCE TO BE MAINTAINED
ADDITIONALAND STONE ADDED ON REGULAR
BASIS AS NEEDED.
7
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EXISTING SOIL DRIVE PROPOSED SILT FENCE
(TYP) (TYP) (SEE DETAIL)
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(TYP)
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PROPOSED 14' WIDE GRAVEL ROAD TO BE
T.
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BUILT ON EXISTING GRADE (SEE DETAILS)
_
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` PROPOSED LIMITS OF DISTURBANCE
TEMPORARY CONSTRUCTION
-
,
STAGING AREA
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GRAVEL DRIVE
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EXISTING GRAVEL DRIVE
(TYP)
UTILITY ELECIRICAL
AC DI.SCONNE T SERVICE LOCATION 1
AND DISCONNECT
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60
VICINITY MAP
(NOT TO SCALE)
DEVELOPMENT DATA
OWNER/DEVELOPER:
PINE GATE RENEWABLES, LLC
130 ROBERTS STREET
ASHEVILLE, NC 28801
CONTACT:
MURPHY DOTY
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
GREGORY HOFFMAN, P.E.
(828) 252--5388
SURVEYOR:
JIMMY BARBOUR SURVEYING, PA
213 S. SECOND STREET, PO BOX 28
SMITHFIELD, NC 27577
CONTACT:
JIMMY BARBOUR
[phone]
PROJECT DATA
PIN: #0215180197
ADDRESS: MEADOWLARK ROAD
DEED BOOK/PAGE: 3643/0153
SITE ACREAGE: 18.96 ACRES
ZONING: R-20
SETBACKS:
FRONT-
50'
SIDES:
10'
REAR:
25'
DISTURBED AREA:
16.1
AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT:
0.00 AC.
(0.0%) 18.96 AC. (100%)
POST -DEVELOPMENT:
O.47 AC.
(3.6%) 18.49 AC. (96.4%)
NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA
FLOODPLAIN.
3. SOIL TYPE A.
4. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN
90 CALENDAR DAYS (WHICHEVER IS SHORTER).
LEGEND
LIM1 TS OF DISTURBANCE
STORM DRAINAGE PIPE -- �---
SILT FENCE SF
EXISTING CONTOURS
PROPOSED CONTOURS 00
TEMPORARY DIVERSION DITCH ro ro _- m
DISTURBED AREA 161 AC
Know what's below. _"IL1""1.
Call before you dig. NORTH
GRADING, EROSION CONTROL,
AND STORM DRAINAGE PLAN
GRAPHIC SCALE
0 30 50 120
( IN FEET )
1 inch = 60 ft.
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DRAWN BY: DSP
CDC PROJECT NO.- 11932
SHEET
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*SIDEWALK TAPERS OpMIN �
5' BACK FROM DRIVEWAY. Q h
BUILD THIS PORTION OF DRIVEWAY PAVEMENT Q U
ONLY AT LOCATIONS WHEN DIRECTED. © H
O O co
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WIDTH OF DRIVEWAY x5' O'r I1J QLI.
a"°C
* SIDEWALK *SIDEWALK
IOPTIDNAL) (OPTIONAL)
DISSIPATE CURB I DISSIPATE CURB H H
BETWEEN THESE LIMITS BETWEEN THESE LIMITS lei] d
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L I
WHIR 3'-O" DRAS SHOWN ON P RADIUS 9`-0" OR
AS SHOWNPLAN
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AREA AREA
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LL
EXPANSION JOINT Z `J
" EXPANSION JOINT H
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PLAN VARIABLE SEE SHEET G" '-0 Q
DETAIL OF DRIVEWAY 2 FOR DRIVEWAY GRADE ) >
H
2" DEEP BAW OUT 2"
'' ' r Q
•• EXISTING DRIVEMAY I PROPOSED
PROPOSED DRIVEWAY PAVEMENT PAVEMENT
PAVEMENT RADIUS '-0"' OR AS
SHOWN ON PLANS
METNQD_ Of TIE -IN DRIVEWAY TURNOUT
WHEN LXIS-SING DRIVEWAY PAVEMENT IS CONCRLTE,
SAW DUT 2" DEEP JOINT AT THE POINT OF TIE-IN. BUILD THIS PORTION OF DRIVEWAY
SAN JOINT P_RPENUICULAR TO EUOE OF EXISTING PAVEMENT ONLY AT LOCATIONS
DRIVEWAY PAVEMENT. WHEN DIRECTED.
SECTION
0- SHEET 1 OF 2
848.02
DESIRABLE DRIVEWAY GRADES
DERM
A R 51_011
*+2% GRADE WHEN * +2% GRADE WHEN THIS
THIS SIDEWALK IS SIDEWALK LOCATION
1$*i5� OR TIER
LOCATION FIA
+16� OR FIA�ER
�es 0R FLATTER _
-n OR FLATTER -8'6 DA FLATTER _
`15%�01fi FLATTER
'SIDEWALK LOGATION
(DO NOT PLACE 510EWALK ON
BERMS LESS THAN 8' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
8' Oi1 LESS
51-0•
+2`
2"-8"
+55k
8' OR LESS
2'-0"
+6%
5'-8"
+2%.
10'
4'.D"
+4As
5'-8"
+29k*
12' & OVER
4'-B"
+44
T-0"
+2k*
MAXIMUM DRIVEWAY QRADE5
TERM
A
*T2% GRADE WHEN *'+2% GRADE WHEN THIS
THIS [E SIDEWALK IS SIDEWALK LOCATION
LOCATION
x25�
-4 ---- - _
12" � 110� � 12
HEIGHT
MESH
GAGE
SELVAGE
FINISH
FABRIC
8
F.K.
GALV
FRAMEWORK
O.D.
WALL
WT. PER FT.
LENGTH
END/CORNER POST
3"
0.160
4.64
11'
LINE POST
2 1/2"
0.130
3.12
10.5'
RAILS
1 5/8"
0.111
1.84
21'
GATE FRAME
1 5/8"
0.111
1.84
VARIES
GATE POST
4"
0.160
6.56
11'
NOTES
FIXED KNOT FENCE DETAIL
NOT TO SCALE
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HEET 2 OF 2
848.02
TENSION WIRE #7 GA.
TOP & BOTTOM GALV.
POST CAP
BRACE RAIL GALV.
1 5/8" LG40
TENSION BAND 15"
ON CTR.
CORNER/END POST
3" LG40 GALV.
TENSION BAR.
CHAIN LINK FABRIC
POURED
CONCRE
ALL NON-FERROUS UNDERGROUND LINES
OUTSIDE BUILDING FOOTPRINT SHALL BE
REQUIRED TO HAVE A MAGNETIC -TYPE
WARNING TAPE INSTALLED IN THE
BACKFILL AT LEAST 6" BELOW GRADE.
FINAL BACKFILL
(SEE SPECIFICATION FOR
COMPACTION REQUIREMENT)
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INITIAL BACKFILL
(COMPACTED TO 98%
OF STANDARD PROCTOR)
HAUNCH
(COMPACTED TO 98%
OF STANDARD PROCTOR)
BEDDING
(COMPACTED TO 98%
OF STANDARD PROCTOR)
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SUITABLE
o FOUNDATION
N ID
I I MIN. TRENCH WIDTH
n 0 (SEE TABLE)
MINIMUM TRENCH WIDTHS
PIPE DIAMETER
MIN. TRENCH WIDTH
12"
30"
15"
34„
18"
39„
24"
45"
30"
56"
36"
64"
42"
72"
48"
80"
54"
88"
60"
96"
MAXIMUM COVER
PIPE
DIAMET
R
CLASS
1
CLASS
II
CLASS
III
12"
43'
28'
20'
15"
43'
28'
20'
18"
43'
28'
20'
24"
34'
23'
17'
30"
34'
23'
17'
36"
34'
23'
16'
42
34'
23'
16'
48"
31'
21'
15'
54"
31 '
21'
15'
60"
31'
21'
15'
LL IJ_
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*ASSUMED
PIPE BACKFILL IS PLACED AND
COM
PACTED TO THE REQUIRED 98%
OF THE
STANDARD PROCTOR
N OTES:
1.
ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARC
PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", AND THE PROJECT
SPECIFICATIONS.
2.
MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQ
IRED.
3.
FOUNDATION: WHERE THE TRENCH IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED
BY THE ENGINEER AND REPLACE WITH
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER, AS AN ALTERNATIVE AND AT THE DISCRETION OF THE I
ESIGN ENGINEER, THE TRENCH BOTTOM
MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4.
BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, OR, 111. THE CONTRACTOR SHALL PROVIDE DOCUMENTATI
N FOR MATERIAL SPECIFICATION TO
ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"(100 mm)
FOR 12"-24" (100 mrn --- 600 mm);
6"(150 mm) FOR 30"-60" (750 mm - 900 mm),
5.
HAUNCHING/INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III IN THE PIPE ZONE EXTENDIN
NOT LESS THAN 5" ABOVE CROWN
OF PIPE, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MA
ERIAL SHALL BE INSTALLED AS
REQUIRED IN ASTM D2321, LATEST EDITION.
6.
MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12"
FROM THE TOP OF PIPE TO GROUND
SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM
COVER, H, IS 12" UP TO 48"
DIAMETER PIPE AND 24" OF COVER FOR 54"--60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM
OF FLEXIBLE PAVEMENT OR TO TOP
OF RIGID PAVEMENT, HEAVY CONSTRUCTION LOADS MAY REQUIRE ADDITIONAL COVER TO PROTECT THE PIPE.
ONTRACTOR TO VERIFY THAT
CONSTRUCTION LOADS WILL NOT DAMAGE INSTALLED PIPES AND PROTECT INSTALLED PIPES IF REQUIRED.
7.
MAXIMUM COVER: MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO
HE TOP OF THE PIPE, AND SHALL BE
LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL.
RCP TRENCH INSTALLATION DETAIL
NOT TO SCALE
lilflV VnC I C LWLf� onn
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DOUBLE CHAIN LINK SWING GATE
NOT TO SCALE
ROW -TO -ROW
SPACING
(VARIES)
SS GROUND COVER
SOLAR RACKING (ELEVATION VLEW)
NOT TO SCALE
CABC OR APPROVED
ALTERNATIVE STONE
61,
COMPACTED TO PGR
SPECIFICATIONS
COMPACTED
SUBGRADE TO PGR
SPECIFICATION
TYPICAL GRAVEL CROSS SECTION
NOT TO SCALE
\\� L\,\\\ 2" S9.5B ASPHALT
_T CABC STONE COMPACTED
TO PGR SPECIFICATION
8„
COMPACTED
SUBGRADE TO PGR
SPECIFICATION
TYPICAL LIGHT DUTY PAVEMENT CROSS SECTION
NOT TO SCALE
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ANNEALED - 3 SPACED AT 120 _ \ %-`~ n
TYPICAL TREE WRAPPING
i� CABC STONE COMPACTED
TO PGR SPECIFICATION
1/2" GALVANIZED TURNBUCKLE ---
.';ATE EACH WIRE
POST
1'1=LLOW FLAGGING - 2 PER WIRE
LOOSEN BURLAP TIES
CUT 8 REMOVE WIRE BASKET
WATER SAUCER MINIMUM 24" COMPACTED
SUBGRADE TO PGR
SET BALL 2" H4 CGHER THAN- SPECIFICATION
�IN151•-1ED CzRADE
3" MULCH LAYER
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SITE DETAILS
DRAWN BY: DSP
CDC PROJECT NO.: 11932
SHEET