SW3200102_1735 Heilig Road (03-12-2019)_1/17/2020

/ \ PROPOSED PASE I DEVELOPMENT SUMMARY
\ PROJECT NAME: BUILDING EXPANSION FOR
1735 HEILIG ROAD
NOW OR FORMERLY / C` \ OWNER: IOM ENTERPRISES, LLC
CITY OF SALISBURY / PARCEL P.I.N.: 402 021
D.B. 786 PG. 108
TAX MAP 402 PARCEL 67 / L / \ \\ CIVIL SITE DESIGN PLANS PREPARED BY: AMICUS PARTNERS, PLLC
\ ZONING = RS C PHONE: [phone] G2 1
/ \ ✓ II ZONING: LI / CBI JURISDICTION: CITY OF GRANITE QUARRY/ROWAN COUNTY
NOW OR FORMERLY /
CITY OF SALISBURY / \ / � � � ?� � SETBACK (EAST): 10 FT (NORTH): 25 FT Firm License # P-1191
D.B. 786 PG. 823 \ / — / I TI APP�R,�O�XI EXI ING °
TAX MAP 402 PARCEL 68 / — // �/ N wHTER M (SOUTH): 30 FT (WEST): I O FT 7140 WSdde 140 on Road
/ / LOT SIZE: I 159, 13 I .G 2G.G I SQ. FT ACRES Concord, NC 28027
ZONING = RS / — — � � � / / � / / .
C / 5 ' EXISTING USE: MANUFACTURING AND WAREHOUSE Civil Site Design
/ < MET€R- / UTILIT
/ Bpy� / / BOX Es �� Low Impact Development
/ APPROXIMATE JURISDICTIO4LINE — B LA IC �- PROPOSED USE: MANUFACTURING AND WAREHOUSE —
_\ �� — \ �// SIC NUMERIC CODE: 1 54 I Small Scale Building Design
/�� \ I \ Telephone: [phone]
7) ( PVMT�% EXISTING PARKING: 1 29 SPACES Facsimile: 704.248.7951
4tP
Q101,
EXISTING HANDICAP PARKING: G SPACES
\ /T>/N'y/8�1/ \ \`� Seals:
976SFOFASPHALT \ / /� AREA OF EXISTING BUILDING COVERAGE: 1 50, 131 SQ.FT
TO BE REMOVED Q \ \ \ \ fl'(�N�// •
11
Latest Revision Revision Revision \ > �// ��� / // �� \ �O AREA OF EXISTING PARKING AND DRIVE COVERAGE: 1 80,42G SQ.FT C(7
rLandscapin,�
Title Sheet No. Or1 lnal Date Date Number Note / , L C \ \ J AREA OF EXISTING SIDEWALK COVERAGE: 2,73G SQ.FT �•Q�oFEss�o�9`••y
xisting Conditions C-I .O 07/2G/18 03/I 2/I 9 5 Per City of Salisbury / 1 l \\ \ �\ �j TOTAL EXISTING IMPERVIOUS AREA: 333,293 SQ.FT SEAL
C-2.0 07 2G 1 8 03 1 2 1 9 / Per City of Salisbury \ �/ 032006
/ / / / 5 c / // / / / /� \ H A I �✓ AREA OF P OPOSED BUILDING ADDITION: G7 500 S .FT
es Details C-2. I 03/I 2/I 9 - Per City of Salisbury / / \ /�/// ////// / \� / \\ \ �j R R Q
Plan C-3.0 Per Town of Granite Quarr � — AREA OF ADDITIONAL PARKING AND DRIVE COVERAGE: 32,24G SQ.FTy•F.c'NE07/2G/ 18 O I / 14/ 19 3 Y I / / /�/� / / OO \ \ \ S �i,• °gas R. PP ��`
Phase Erosion Control C-4.0 07/2G/ 1 8 1 1 / 1 3/ 1 8 2 Per Town of Granite Quarry / :� I // T o _ '�5' \ �/ AREA OF IMPERVIOUS TO BE REMOVED: 34,009 SQ.FT ••••••..�•.•••••`.
C % / / \
Phase II Erosion Control C-4. I Per Town of Granite Quarry I y �( s �\ \ / _
07/2G/ 1 8 O 1/ 1 4/ 1 9 3 Y I// l/ 03 12-2019
Erosion Control Details C-5.0 07/2G/ 1 8 01114119 \3 Per Town of Granite Quarry / 1 :� ` / / f r \ \ \ / \ �� \ TOTAL PROPOSED NEW IMPERVIOUS AREA: 99,74G SQ.FT
Erosion Control Details C-5. 1 07/2G/ 18 O 1 / 1 4/ 1 9 Per Town of Granite Quarry I / I ` /// 1
9 /� j /� NET INCREASE IN IMPERVIOUS AREA: G5,G87 SQ.FT
Storm Water Mana ement Plan C-G.0 07/2G/ 18 O 1 / 1 4/ 1 9 3 Per Town of Granite Quarry
Sand Filter Details C-G. I 07/2G/ 1 8 0 1/ 1 4/ 1 9 3 Per Town of Granite Quarry I / C
\ / //// / / / \ ✓ '� \\ l PERCENT IMPERVIOUS AREA: 34.42%
w
0
9
SITE
VICINITY MAP
6 NOT TO SCALE
/// FLOOR \ \
=819.76'
EXISTING 8" F E
509 DUKE POWER ESNT< PROTECTION L00
\ / / / �� /O / I I J I \ TING
(D.B. 782 P G . 9 0 4) / / /// ///4�r��^` / ���r HYDRANT
z
�1 TB M
I
^ �j� TER H z
�O / )
EL .=815.28'
EXISTING
\ HYDRANT
DRAIN �' �l x Ui
F.FLOOR 4 Z
�8�
I l/�jlll/ll/ I P
I�✓/ �1 /I I 1 I 6� S� \ CM
EXIST \\\ EXI 1NG 8 FIRE / \
YDRANT F.FLOOR=819.35' \ 1� PRO
TION LOOP
/J �/ I DI R ION �\ �� / / �`
1 J I l \ I 1 \ UN OWN / O�
IN =8 7.18' /1,11 ° L 80� Cj
5 00 4 PARKING SPACES OHO
NOW OR FORMERLY I I / I I ` \ - �O TO BE REMOVED
ROWAN COUNTY /�
BOARD OF EDUCATION
D.B. 179 PG. 294
EXIS IN� 8" IRE TOP H 1 I
D.B. 556 PG. 613 TBf�1 I / /�T�CTIdN 1\ /
D.B. 623 PG. 343 % \ P\
TAX MAP 402 PARCEL 36
ZONING RS \ / �� Project Number: 17-18-092
� Date: tij / ae:,
JJ T ETAL SHEAD �O �lv �� h e 03/ 12/20 19
4W �� \ ✓ O BE REMOVED / 02 �• Q O. DK ���,
Opc Q �. Drawn By JRD
\ / \ o9%c # / N �jx / �PQ) V tL Checked By: NRP
o00 EXISTINCI DU PS ER L�OCA N /y s J / J 16,631 SF OF ASPHALT �O
o I / TO BE REMOVED
I o �- —�- T�EMAIN v�� / / /� (rr// EX. SED. o Q
/ o I \ s / �l
/ I I � � / POND � �P Revisions:
% �\ C - -
/ / I � I 1 � \ � � \\ \\�\\ \ , �P-�- / 07 2G 18 ORIGINAL SUBMITTAL
—\ LOOR=83 \\\ \ \ QI I 0-23- 18 PER DEVELOPER
' \ \ / EXI N� \ \\
I % NL \ \\ \\\ \ ` / 1 2-1 G- 18 PfR TOWN of CRANiTE oUARRY
b
4,452 FEET OF CONCRETt / / \ \\ O
TO BE REMOVED \ / / J P�� Co
hQ� \ / O I - 14- 19 PfR TOWN of Cw NiTf ouARRr
A 02-1 3- 1 9 PfR CITY of SALISBURY
LEGEND / / / / , / 1 ' \ \ EXISTING �, / �,° / / I J J J 111> / �' QG Q�� \ / A 03-1 2- 1 9 PfR CITY of SALISBURY
' HYDRANT
ESUBJECT XISTING SANITAPROPERTY
SEWER BOUNDARY
EXISTING 68' DUKE POWER R W
Sheet Title.
— EXISTING 50 DUKE POWER EASMENT
ADJACENT PROPERTY
EXISTING FENCE
PROPOSED BUILDING EXPANSION \ \ %// �// \ NO OR OR FORMERLY
I l / /// �/ o
EXtsTr���6�sFzoaE— / / / / /// %////// \ C / EDNA SMITH
W W 709 W W EXISTING WATER LINE \
REMOVED \\ / //////////� / \ � D.B. 1172 PG. 965
I l I ROWAN—SALISBURY C + / / / / / / / \ \ \ / TAX MAP 402 PARCEL 29 EXISTING
--- / /i// // / /
BOARD OF EDUCATION GRAPHIC SCALE \ \ \ /�//
' D.B. 1245 PG. 658 CONDITIONS � \ / � / � / � \
60 0 30 60 120 '
TAX MAP 402 PARCEL 86
ZONING = LI
RTOP OF OUGHED N D \ �j % / / / \ Sheet No:
COPYRIGHT © 2019, AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTI AND
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BI SOUTIiPOINT
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT SURVEYING.
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

PROPOSED 8" PVC FIRE MAI /
\ EXISTING 8" FIRE MAIN TO BE ABANDONE
EXISTING FIRE MAIN PIED. TO BE RELOCATE ^
50 DUKE POWER ESfM /a / IR
B. 782 PG. 904 /� P'N
(D. / / P.
EXISTING FIRE HYDRANT TO BE RELOCATE
OUTSIDE OF EXPANSION FOOTPRINT.
G.C. TO VERIFY FIRE LINE LOCATION
PRIOR TO FOUNDATION CONSTRUCTION/ / �E>Isrikc
A I H D _ T
NOTE TO THE REVIEWER: I
IT IS THE INTENT OF THE OWNER TO INSTALL i
A BMP TO TREAT AND DETAIN THE REQUIRED
NOTES: STORM EVENTS FOR THE "NET" INCREASE IN I I �2" PVC -
1. ALL 12"X18" ACCESSIBLE SIGNS (R7-8A & R7-1) SHALL BE MOUNTED AT LEAST 7 FEET IMPERVIOUS AREA AS PART OF THE PHASE 11 STUB UP
FROM GRADE TO EDGE OF SIGN FACE (MTUCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET I I
IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT BUILDING EXPANSION. I
EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), U.S. DEPARTMENT OF e I
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING
ZONE AREA.
4. MAXIMUM GRADE FOR ACCESSIBLE PARKING AREA IS NOT TO EXCEED 2% IN ANY DIRECTION.
SIGNAGE ACCESSIBLE R TE
® © © © (SEE NOTE 3)
SEE STD. NO
50.09 FOR
DETAILS —
I I¢ I
CO
wl
ICO
LLJ
of
IC
�I
0
I I
I tE�
NSIBLEXISTING 8" FIRE
SPACE d �'PROTECTION LOOP
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. N n
0 OI
PARKING SPACE PAVEMENT MARKINGS /c:5 a,
I
/
O /
RESERVED I /
VAN R7-8e 1 PARKING MUTCD PARKING
ACCESSIBLE 12"x6 R7-1
12"x18" MUTCD
SEE STANDARD NO. 50.10E & 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
N"TES:
-.�
IIIMENSITRI3 NuSr KAICH SItl EWAIII A1Dm
DIMNSI S MUST WATCH
CONCRETE
1. V_ INTAIN A MINIMUM OF D.SX SLOPE -ON ALL CONCRETE SURFACES TIC
PRCMOTE SURFACE DRAINAGE TOWARD CURB.
�}.
a
TYP_ e' w 5' MINWM
(4' w 4MN. PER PROVAD•W)
I-M (2. MAX) N ANY RIRECBNN
+�.
(WALKABLE
SURFACE)
WHERE
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE
ti
PERMITTED
RAMP AREA
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FILOWUNE OF THE
CURB AND GUTTER.
4
4_ THE WING AND RAMP SURFACES SHALL DE 3UDG PSI CONCRETE WITH A
SIDEWALK ACCORDANCE WITH CURRENT NCDOT STAmDAAD
4
FINISH IN EDITION
SPECIFICATIONS FOR ROADS AND STRUCTURES,
5. DRAINAGE STRUCTURES. MAST ARMS. LIGHT POLES AND OTHER OBSTRUCTIONS
RAMP WIDTH MUST
C. C
SHALL NOT BE PLACED IN LINE WITH RAMPS. LOCATION OF THE RAMP SHALL
TAKE PRECEDENCE OVER LOCATION OF OBSTRUCTIONS EXCEPT WHERE EXISTING
MATCH SIDEWALK WIDTH
(TYR)
OBSTRUCTIONS ARE BEING UTILIZED IN THE NEW CONSTRUCTION.
• IF TURNING SPACE
PARKING TABULATION CHART (ACCESSIBLE PARKING INCLUDED)
Lot or Parking
Total # of Parking Spaces
# of Accessible Spaces Provided
Total
Area
Required
Provided
Regular with 5'
Access Aisle
Regular with 8'
Access Aisle
Accessible
Provided
Existing
38
127
5
1
6
Post Expansion
55
125
4
1
\
6. SEE STANDARD DRAWING 10359 FOR DETECTABLE WARNING INSTALLATION. OBSTRUCTION DEPRESSED 2'-B' IS CONFINED BY a. Required number of parking spaces based on 'Town of Granite QuarryL, m Ordinance -Table 9.2.1.
—1 CURB a GUTTER CURB OR VERTICAL q p g pg ,( O j
7. SEE USOO LNr�ECT ON DUGrx�Ms I-1 THROUGH I-3 FOR TYRcw RAMP MIN. 1 Fr. SURFACE AT BACK OF b. Existing Warehouse/Industrial - (.25 space per every 1000 sq.ft.) x (150 3 sq. ft) = 38 parking spaces required. v
PLACEMENT AND INTERSECTION LAYOUTS, CONCRETE FULL DEPTH THE TURNING SPACE, rr
CURB REVEAL THE DIMENSIONS OF V
c. Proposed Warehouse/Industrial - .25 space per eve 1000 s .ft. x 67,250 s t 17
B. CURB RAMPS SHALL HAVE A SEGMENT OF STRAIGHT CURB AT LEAST 24 TURNING SPACE MUST p ( p p every q ) q )
INCHES LONG LOOTED ON EACH SIDE OF THE WINO SLOPE AND WfTHIN THE BE S"KY MINIMUM.
CROSSWALK uARKING4. PLACEMENT FOR oesTRucTED CORNER d. 4 accessible space with 1 van access per every 76-100 parking sp ces.
TURNINGS MUST MATCH; TURNING SPACE T 7� �„/ /
9. FOR ALL RAMPS AT NARKED CROSSWALKS THE RAMP OPENING AT THE FULLY DIMENSIONS MUST MATCH SIDEWALK WIDTH DIMENSIONS AND e. Off -Street Loading Requirements - (120,000 - 220,000 sf — 3�ces). 16 loading spae S' exlstmg
( RAMP WIDTH MUST '1 /1 Y
DEPRESSED CURB) SHALL BE LOCATED WITHIN THE PARALLEL BOUNDARIES OF TYP. 5' X 5° MINIMUM MATCH SIDEWALK
CROSSWALK MARKINGS, (4' X 4' MIN, PER PROWAG••) YY
( 1.5% (2.00% MAX) IN ANY DIRECTION WIDTH.
10_ IF A. SINGLE DIAGONAL RAMP ON A CORNER IS USED TYP. ONLY IN
RETROFITS), SCE. THE ROMP CENTERLINE SHALL BE LOCATED AT THE CORNER r / /Q
RADIUS CE, THE NE UNLESS OTHERWISE L E LOCATED
B1' THE ENGINEER. A MIN. tiy. ,,.. • �� ELEC.
4'zi CLEAR SPACE BEYOND THE CURB FACE MUST BE WHOLLY OUTSIDE OF METER
THL PARALLEL VEHICLE TRAVEL LANE (SEE OAGRAM BELOW)- . •. P 4 • • • Py`j- /
CLEAR sPAGE: APPROXIMATE JURISDICTIO4 LINE BOX
4'x4` -4'X 4•MINIMUM _ _ '-`�=
CLEAR -BEYOND BOTTOM GRFDE BREAK '4 P Q�
SPACE -Wff IN PMESTRAN STREET CROSSING •C.+ `'•-
-OUTSIDE PARALLEL VEHICLE TRAVEL LANE @ 5' CONCRETE _
RAMP
(TYP.) CURBSHOWN AS _
G OPTION ONLY /
RAMP WI OTH MVST M WHEN _
} suE
MATCH SIDEWALK WIDTH
RFAC�
DEPRESSED 2'-S" PRESENT
CONCRETE MIN 1 FT CURB k GUTTER (PLANTING STRIP) / Q
FULL DEPTH
CURB REVEAL
SLOPE "A" 1-59 (2.9P9 MAx}
SLOPE "B" 7.5% (8.33% MAX)
SLOPE "a' Tay MAX PLACEMENT FOR SMALL CORNER RADIUS / � PROPOSED 5,620 SF
NEW PAVEMENT
NOT TO SCALE EXISTING LIGHT POLE TO BE RELOCATE
CITY OF CHARLOTTE PLACEMENT OF CURB RAMPS / OUTSIDE OF EXPANSION FOOTPRINT.
1' LIND DEVELOPMENT STANDARDS RETAINING WALL
AT OBSTRUCTED OR SMALL CORNER RADIUS / BYOTHERS�
INCLUDES CHARU071E ETJ
�L� 10,35A 17
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
PROVIDED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (AEA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
8' 8' 8' 5' 8'
EXISTING
HYDRANT
EXISTING DUMPSTER LOCATION
TO REMAIN
PENALTY
$ 250
I
SEE STANDARD NO. 50.1OC FOR
SUPPLEMETAL SIGN DETAIL
LEGEND ' S 63°
07 >
SUBJECT PROPERTY:BOU DARY S2�,
EXISTING SANITARY P.
/ EASMENT F ,
EXISTING 68': DUKE :POW . R/W
—"'—"'—"'— EXISTING 50'// DUK POW EASMENT
ADJACENT P/ROPEY
XX EXISTING FWCE
PROPOSED UILID G E F�ANSION
PROPOSED:FENCE 11
W W W W EXISTING ATER INE
PROPOSE WATO LIN
GRAPHIC SCALE
1 60 0 30 60 120 '
o � '
COPYRIGHT© 2019, AMICUS PARTNERS, PLLC. /01
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY SOUTHPOINT
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT SURVEYING.
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VAUD, TRUE COPIES.
PROPOSEDEO
EXISTING 8" FIR
PROTECTION L00
::
F. FLOOR
=819.76'
�A
3 ` ^
UTILI
BOXE
PVMT
PROPOSED PASE I DEVELOPMENT SUMMARY
PROJECT NAME: BUILDING EXPANSION FOR
1735 HEILIG ROAD
\ OWNER: IOM ENTERPRISES, LLC
PARCEL P.I.N.: 402 021
CIVIL SITE DESIGN PLANS PREPARED BY: AMICUS PARTNERS, PLLC
PHONE: [phone] G2 1
ZONING: LI / CBI JURISDICTION: CITY OF GRANITE QUARRY/ROWAN COUNTY
APPROXIMA7 EXISTINGO�
P
18WATER M �`
SETBACK (EAST): 10 FT (NORTH): 25 FT Firm License # P-1191
•
(SOUTH): 30 FT (WEST): 10 FT 7140 Weddinton Road
Suite 140
s LOT SIZE: 1, 159, 13 1 .G12G.G I SQ. FT/ACRES Concord, NC 28027
EXISTING USE: MANUFACTURING AND WAREHOUSE Civil Site Design
Low Impact Development \� � PROPOSED USE: MANUFACTURING AND WAREHOUSE
\Cpr
Small —Scale Building Design
SIC NUMERIC CODE: 1541
Telephone: [phone]
\ !� EXISTING PARKING: 1 29 SPACES Facsimile: 704.248.7951
\\ `� EXISTING HANDICAP PARKING: G SPACES
\ P AREA OF EXISTING BUILDING COVERAGE: 150,13 I SQ.FT Seals:
\\ AREA OF EXISTING PARKING AND DRIVE COVERAGE: 1 80,42G SQ.FT c
4�
\ \ v AREA OF EXISTING SIDEWALK COVERAGE: 2,73G SQ.FT �� o o .,• y
EXISTING \ ` �� P '9 ��.`� : �•Fessi by%
HYDRAN� '
TOTAL EXISTING IMPERVIOUS AREA: 333,293 SQ.FT SEAL
AREA OF PROPOSED BUILDING ADDITION. G7,500 SQ.FT
0 032006
\ O
s� rx \ �s� AREA OF ADDITIONAL PARKING AND DRIVE COVERAGE: 32,24G SQ.FT o�R
.. •PP���O`,
AREA OF IMPS VIOUS TO BEREMOVED: 34,009 S .FT �''•. .•`'�
�aunu��
�04j TOTAL PROPOSED NEW IMPERVIOUS AREA: 99,74G SQ.FT 03-12-2019
\1 NET INCREASE IN IMPERVIOUS AREA: G5 G87 SQ.FT
'S� PERCENT IMPERVIOUS AREA: 34.42%
\ O O QAO
AC IBLE SIGNAGE�0A \
s
(SEE DETAILPROITE�CT ONE L OE , ���
1',ZCI STI N� \
H RAN \
TB M °
O TER H
Fs PR9K0SED ENTRANCE GATE -\ /EL .=815.28' UJ
fs '� C. TO C ORDINATE INSTALLATION
tic O O)e`BOX WITH ROWAN COUNTY
FIRE MARSHALL
F. FLOOR
F 4'
SO
Off,
o g `O�P�S
+s O�o
1 o (j F E
Al
.o Q
\ A.
QD ISTING
EXISTING 8" FIRE MAIN T t.'°' '. HYDR
BE ABANDONED
EXISTING f W
HYDRANT
PROPOSED ENTRANCE GATE
3o PG.C. TO COORDINATE INSTALLATION
�R OF K OX BOX WITH ROWAN COUNTY
Fq� FIRE MARSHALL
'SFTeq
�cr
i'�
EXIST
HYDR
T�
T
v
G 0
XISTING 8" FIRE
80.0 � L PROTECTIOt6DOP
4 T
PROPOSED 26,626 SF
CONCRETE DRIVEW
XISTING LIGHT PO TO BE RELOCATED
W OUTSIDE OF EANSION FOOTPRINT.
P'
\\
•. o . 00 L0 \
XISTING FIRE HYDRANT TO BE LOCATED
~ OUTSIDE OF EXPANSION FOO-�,PRINT.
N G.C. TO VERIFY FIRE LINE LOCATION /
V PRIOR TO FOUNDATION CONSTRUCTI N
,—EX TING FIRE MAIN PEE. TO BE RELO AT D
EX. SEE. ROPOSED 8" PVC WATER LINE
POND °h TO SERVE SPRINKLER SYSTEM /
\ \ / tK
XISTING LIGHT POLE TO BE RELOCATED \
\ OUTSIDE OF EXPANSION FOOTPRINT. / 7 7\
ROPOSED 8" PVC FIRE MAIN
< �17
��.
ACCESS ROAD TYPICAL CROSS-SECTION
VTOP OF POND
ROUGHED IN
PROP. BUILDING
EXPANSION
STING FIRE HYDRANT TO BE RELOCATED
OUTSIDE OF EXPANSION FOOTPRINT.
G.C. TO VERIFY FIRE LINE LOCATION
PRIOR TO FOUNDATION CONSTRUCTION
ED FENCE
- ---- 1 /FT
KEY
0 6" CONCRETE
6" STONE
PROP. UNPAVED \
SHOULDER \
z
4-.
x
�
U
C
Project Number:
Date:
Drawn ,By: ,
Checked By:,
17-18-092
6 03/ 1 2/20 1 9
JRD,
NRl'
Revisions:
07-2G- 18
ORIGINAL SUBMITTAL
10-23-18
PER DEVELOPER
1 2-1 G- 18
FER Towle of GRANITE QUARRY
O I - 14- 19
ffR TOWN of GRANITE QUARRY
02-1 3- 1 9
1 FER CITY of 5Au5BURY
03-1 2- 1 9
FER CITY of SAusBURY
Sheet Title:
SITE PLAN
\ \3 Sheet No:
�1

SALISBURY-ROWAN ULITIES STANDARDS AND SPECIFICATIONS
SECTION II - MATERIALS
2.01 DUCTILE IRON PIPE (DIP)
ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 (SEE CURRENT CITY OF SALISBURY WATER & SEWER APPROVED PRODUCT
MANUFACTURER'S SHEET FOR APPROVED TYPES LOCATED IN APPENDIX "A")
DIP PIPE MUST BE MANUFACTURED IN THE USA.
DIP PIPE MUST BE NEW PIPE (NO USED PIPE ALLOWED).
NO DAMAGED PIPE WILL BE ALLOWED.
ALL WATER PIPE SHALL HAVE A POTABLE WATER LOGO (PW) ON ALL JOINTS.
THE DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF AWWA STANDARD C-151/ANSI
A21.51, AWWA C-111/ANSI A21.11, AWWA C-150/ANSI A21.50. THE DUCTILE IRON PIPE SHALL BE SUPPLIED IN NOMINAL LENGTHS OF 18 OR
20 FEET.
THE DUCTILE IRON PIPE SHALL BE CEMENT -MORTAR LINED WITH A SEALCOAT IN ACCORDANCE WITH AWWA C-104, AND BITUMINOUS COATED
ON THE EXTERIOR IN ACCORDANCE WITH AWWA C-151.
PIPE JOINTS SHALL BE MECHANICAL OR "PUSH -ON" MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C-111, OR FLANGED JOINTS IN
ACCORDANCE WITH AWWA STANDARD C-115.
EACH JOINT OF DUCTILE IRON PIPE SHALL BE HYDROSTATICALLY TESTED TO 500 PSI AT THE POINT OF MANUFACTURE BEFORE THE OUTSIDE
COATING AND INSIDE LINING ARE APPLIED. TESTING MAY BE PERFORMED PRIOR TO MACHINING BELL AND SPIGOT. FAILURE OF DUCTILE
IRON PIPE SHALL BE DEFINED AS ANY RUPTURE OR LEAKAGE OF THE PIPE WALL.
ALL MATERIALS USED IN THE PRODUCTION OF THE PIPE ARE TO BE TESTED IN ACCORDANCE WITH AWWA STANDARD C-151 FOR THEIR
ADEQUACY WITHIN THE DESIGN OF THE PIPE, AND CERTIFIED TEST RESULTS ARE TO BE PROVIDED TO THE CITY UPON REQUEST. ALL
CERTIFIED TESTS, HYDROSTATIC AND MATERIAL, ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY AT THE EXPENSE
OF THE PIPE MANUFACTURER.
RESTRAINED JOINTS SHALL BE TR FLEX OR LOK TYTE AS MANUFACTURED BY U.S. PIPE, LOK-FAST OR LOK-RING AS MANUFACTURED BY
AMERICAN PIPE OR APPROVED EQUAL. RESTRAINED JOINTS SHALL BE USED WHEN THE PIPE LOCATION EXCLUDES THE USE OF THRUST
BLOCKS FOR PROPER SUPPORT.
2.02 DUCTILE IRON FITTINGS
DUCTILE IRON FITTINGS MUST BE USA MADE (SEE CURRENT CITY OF SALISBURY WATER & SEWER APPROVED PRODUCT MANUFACTURER'S
SHEET FOR APPROVED TYPES LOCATED IN APPENDIX "A") ALL FITTINGS SHALL BE SHORT, COMPACT DUCTILE IRON TYPE, PRESSURE
CLASS 350 IN ACCORDANCE WITH ANSI/AWWA C153/A21.53, AWWA C-11 VANSI A21.11, AWWA C-104/ANSI A21.4. THE FITTINGS SHALL BE
TESTED, AND THE MANUFACTURER SHALL PROVIDE CERTIFIED TEST RESULTS WHEN REQUESTED BY THE CITY. THIS TESTING SHALL
INCLUDE HYDROSTATIC PROOF TESTING OF THE FITTINGS.
ALL FITTINGS SHALL BE ALL -BELL AND OF THE MECHANICAL JOINT TYPE. MECHANICAL JOINTS SHALL BE MANUFACTURED IN ACCORDANCE
WITH AWWA STANDARD C-1 11 /A21.1 1.
ALL FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 350 PSI AND A MINIMUM IRON STRENGTH
OF 25,000 PSI.
ALL FITTING INTERIORS SHALL BE CEMENT -MORTAR LINED AND SEALED IN ACCORDANCE WITH AWWA STANDARD C-104/A21.4, AND THE
OUTSIDE SHALL BE BITUMINOUS COATED.
2.03 POLYVINYL CHLORIDE PIPE (PVC) AND FITTINGS
ALL PVC WATER PIPE IS TO BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL HAVE PUSH -ON JOINTS WITH INTEGRAL BELL AND LOCKED -IN
GASKET AND SHALL CONFORM TO ASTM D-1784, ASTM D-3139. THE BELL SHALL CONSIST OF AN INTEGRAL WALL SECTION WITH A
LOCKED -IN, SOLID CROSS-SECTION ELASTOMERIC RING. PIPE WILL ALSO BE THE TYPE APPROVED BY THE NATIONAL SANITATION
FOUNDATION, AND SHALL BEAR THE NSF LOGO.
ALL WATER PIPE SHALL HAVE A POTABLE WATER LOGO (PW) ON ALL JOINTS. (SEE CURRENT CITY OF SALISBURY WATER & SEWER APPROVED
PRODUCT MANUFACTURER'S SHEET FOR APPROVED TYPES LOCATED IN APPENDIX "A") ALL PIPE FOR 6-INCH AND LARGER MAINS SHALL
CONFORM TO AWWA STANDARD C900, DR 14, CLASS 200, RATED WITH A WORKING PRESSURE 200 PSI. ALL FITTINGS SHALL BE
MECHANICAL JOINT DUCTILE IRON AS SPECIFIED IN ITEM 2.02 OF THIS SECTION.
PVC PIPE WILL BE USED ONLY IN AREAS WHERE THE HIGHEST WORKING PRESSURE IS 125 PSI OR LESS.
MAXIMUM LINE SIZE FOR PVC PIPE IS 8-INCHES. MINIMUM COVER IS 3-FEET. DUCTILE IRON PIPE WILL BE REQUIRED IN ALL LOCATIONS WHERE
THE WORKING PRESSURE EXCEEDS 125 PSI AS MEASURED OR CALCULATED, WHERE COVER IS LESS THAN 3-FEET OR WHERE PIPE SIZE
EXCEEDS 8-INCHES.
PVC PIPE SHALL NOT BE USED UNDER ROADS, FOR ROAD CROSSINGS, CREEK CROSSINGS, OR RAILROAD CROSSINGS.
PVC PIPE THAT HAS BEEN YARD STORED FOR AN EXTENDED TIME AND/OR EXPOSED TO OUTSIDE WEATHER ELEMENTS FOR A EXTENDED
AMOUNT OF TIME (TO THE POINT THAT IT HAS CHANGED COLOR AND/OR HAS BECOME BRITTLE) SHALL NOT BE ALLOWED.
ALL PIPES AND MATERIALS ARE TO BE TESTED ACCORDING TO THE REQUIREMENTS OF AWWA STANDARD C-900.
CERTIFIED TEST RESULTS ARE TO BE PROVIDED TO THE CITY WHEN REQUESTED. THESE TESTS SHALL BE PERFORMED BY AN INDEPENDENT
TESTING LABORATORY AT THE EXPENSE OF THE PIPE MANUFACTURER.
PVC PIPE SHALL BE INSTALLED WITH STONE BEDDING AS SHOWN IN THE STANDARD DETAILS AS TYPE II BEDDING, UNLESS ROCK, POOR SOIL
OR SATURATED CONDITIONS EXIST, IN WHICH CASE, TYPE III BEDDING SHALL BE USED.
PVC PIPE FOR WATER LINES SHALL HAVE COPPER TRACER WIRE (14-GAUGE) FOR ITS ENTIRE LENGTH AND SHALL BE LOOPED UP AT VALVE
BOXES FOR CONNECTION TO PIPE LOCATING EQUIPMENT.
2.05 GATE VALVES AND TAPPING VALVES
GATE VALVES AND TAPPING VALVES:
(SEE CURRENT CITY OF SALISBURY WATER & SEWER APPROVED PRODUCT MANUFACTURER'S SHEET FOR
APPROVED TYPES LOCATED IN APPENDIX "A")
GATE VALVES TWELVE (12) INCHES IN DIAMETER AND SMALLER, SHALL BE ALL BELL WITH MECHANICAL TYPE JOINTS. THEY SHALL BE "O" RING,
OPEN -LEFT VALVES OF THE NONRISING STEM TYPE. VALVES SHALL BE AWWA TYPE. RESILIENT SEATED VALVES MAY BE USED ON ALL
NEW CONSTRUCTION. ON EXISTING WATER LINES, VALVES SHALL BE WEDGE (BRONZE) SEATED. VALVES SHALL BE DESIGNED FOR A
MINIMUM OF 200 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE WITH A TWO (2) INCH OPERATING NUT. VALVES
SHALL BE CAST IRON OR DUCTILE IRON. ALL INTERIOR AND EXTERIOR PARTS SHALL BE EPDXY COATED.
VALVES SHALL BE M.J. TYPE, WITH SLOTTED HOLES ALLOWED ONLY AT THE 11 O'CLOCKAND 1 O'CLOCK POSITIONS. SHOULDER BOLTS (NOT
TEE BOLTS) SHALL BE USED IN THE SLOTTED HOLES.
FLANGE VALVES CAN NOT BE SUBSTITUTED FOR TAPPING VALVES.
2.08 VALVE BOXES
ADJUSTABLE VALVE BOXES SHALL BE GRAY CAST IRON OF THE DIMENSIONS SPECIFIED IN THE STANDARD DETAILS OF THESE
SPECIFICATIONS. BOXES AND EXTENSIONS SHALL BE OF THE "SLIP-ON" TYPE. SCREWED CONNECTIONS SHALL NOT BE ACCEPTED. THE
WORD "WATER" SHALL BE CAST INTO THE LID (SEE CURRENT CITY OF SALISBURY WATER & SEWER APPROVED PRODUCT
MANUFACTURER'S SHEET FOR APPROVED TYPES LOCATED IN APPENDIX "A")
2.09 FIRE HYDRANTS
NOZZLES SHALL HAVE NST THREADS AND SHALL CONSIST OF THE FOLLOWING: 2-TWO AND ONE-HALF INCH NOZZLES, AND 1-FOUR AND
ONE-HALF INCH NOZZLE. ALL NOZZLES SHALL BE PROVIDED WITH CAP AND CAP RETAINING CHAIN. THE HYDRANT VALVE OPENING SHALL
BE FOUR AND ONE-HALF INCHES. BRONZE TO BRONZE THREADS SHALL BE PROVIDED BETWEEN THE HYDRANT SEAT OR SEAT RING AND
THE SEAT ATTACHING ASSEMBLY. ALL HYDRANTS MUST INCLUDE CAST OR DUCTILE IRON EPDXY LINED SHOE AND PROTECTIVE VALVE
STOP DEVICE. ALL HYDRANTS SHALL BE GREASE LUBRICATED, NO OIL FILLED ASSEMBLIES SHALL BE ALLOWED. FIRE HYDRANT COLOR
SHALL BE SILVER OR COLOR REQUIRED BY THE LOCAL FIRE AUTHORITY HAVING JURISDICTION. (SEE CURRENT CITY OF SALISBURY
WATER & SEWER APPROVED PRODUCT MANUFACTURER'S SHEET FOR APPROVED TYPES LOCATED IN APPENDIX "A").
HYDRANTS SHALL BE OPEN -LEFT TYPE AND SHALL HAVE A SIX-INCH HUB -END OR MECHANICAL JOINT ELBOW. THE HYDRANT BARREL SHALL
BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF THREE FEET BURY AND BE OF THE BREAK -AWAY IMPACT TYPE.
HYDRANT TEES WITH SCREWED END VALVE ASSEMBLIES, AS MANUFACTURED BY GRIFFIN OR EQUAL ARE ACCEPTABLE, OR RESTRAINT MAY
BE ACCOMPLISHED USING 3/4" BARS AS SHOWN IN THE STANDARD DETAILS.
COPYRIGHT© 2019, AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY SOUTHPOINT
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT SURVEYING.
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VAUD, TRUE COPIES.
SECTION III - CONSTRUCTION METHODS
PART 1 -SITE WORK
GENERAL
PIPE LAYING SHALL IN ALL INSTANCES BE ACCOMPLISHED IN A WORKMANLIKE MANNER LAID TRUE TO LINE AND GRADE WITH BELL ENDS
FACING (UP -GRADE) IN THE DIRECTION OF LAYING. THE VARIOUS PIPES SHALL BE HANDLED, BELLED -UP AND LAID IN ACCORDANCE WITH
THE MANUFACTURER'S REQUIREMENTS AND GOOD ENGINEERING PRACTICES.
JOINT DEFLECTIONS SHALL NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION.
(b) TYPE II -GRANULAR MATERIAL EMBEDMENT: FOR TYPE II BEDDING, THE TRENCH BOTTOM IS UNDERCUT A MINIMUM OF SIX (6- INCHES
BELOW THE PIPE BARREL GRADE AND FILLED WITH AN NO. 67 STONE AND BACKFILLED WITH CLEAN BACKFILL AS SHOWN IN THE
STANDARD DETAIL, PLACED IN 6-INCH LOOSE LAYERS AND COMPACTED TO 95%.
1.06 INSTALLATION LIMITATIONS
THE FOLLOWING ARE LIMITATIONS AND BEDDING REQUIREMENTS FOR SUPPORTIVE STRENGTH AND SHALL BE ADHERED TO AT ALL TIMES.
(b) TYPE II BEDDING, OR GREATER, SHALL BE USED FOR ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR (SATURATED) SOIL OR ROCK
ARE PRESENT.
SECTION IV - TESTS AND INSPECTIONS
PART 2 -WATER
BACKFILL SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE CITY. TESTS SHALL BE PERFORMED IN
ACCORDANCE WITH ASTM METHODS AND BE APPROPRIATE TO THE SOIL TYPE. THE BACKFILL IN PIPELINE TRENCHES SHALL BE TESTED
AT A MINIMUM AS FOLLOWS:
PIPELINES WITHIN THE ROAD RIGHT-OF-WAY, EXISTING OR PROPOSED ROADS. TEST DENSITY EVERY 12-INCHES (2 LIFTS) OF PLACED
BACKFILL AT INTERVALS OF 200 FEET, MINIMUM ONE PER DAY.
PIPELINE UNDER LAWNS OR CROSS-COUNTRY: TEST DENSITY EVERY 12-INCHES (2 LIFTS) OF PLACED
BACKFILL AT INTERVALS OF 500 FEET, MINIMUM ONE PER DAY.
AT COMPLETION OF WORK, LINES SHALL BE THOROUGHLY CLEANED BY FLUSHING POTABLE WATER TO REMOVE ALL DIRT AND DEBRIS.
PIPELINE SHALL BE FLUSHED AT A RATE OF AT LEAST 2.5 FEET PER SECOND FOR A DURATION SUITABLE TO THE UTILITIES INSPECTOR.
WATER THAT IS USED FOR FLUSHING (WATER LINES) THAT HAS NOT BEEN TREATED (CHLORINATED) BY THE CONTRACTOR MAY BE
DISCHARGED INTO THE STORM DRAIN.
2.03 LEAKAGE TEST
THE WATER LINE SHALL BE TESTED FOR LEAKAGE. THE WATER LEAKAGE TEST IS A TWO PART TEST; PART A (PRESSURE AND PART B
ALLOWABLE LEAKAGE. PART A & PART B MUST PASS FOR THE TEST TO BE CONSIDERED SUCCESSFUL.
LEAKAGE TESTS SHALL BE CONDUCTED ON A SCHEDULE AGREED UPON BY THE UTILITIES INSPECTOR, ENGINEER OR ENGINEER'S
REPRESENTATIVE AND THE CONTRACTOR. CITY INSPECTION IS REQUIRED DURING THE TESTS WITH A MINIMUM 48 HOUR NOTICE (2
BUSINESS DAYS).
WATER SERVICES (TAP, SERVICE LINE, AND METER SETTER) SHALL BE INSTALLED PRIOR TO WATER LINE LEAKAGE TEST.
THE PIPE SHALL BE FILLED WITH POTABLE WATER FOR A PERIOD OF 24 HOURS BEFORE TESTING BEGINS. IT SHALL BE ENSURED THAT THE
PIPE IS FULL OF WATER AND ALL AIR HAS BEEN REMOVED BEFORE TESTING. CONTRACTOR SHALL PRETEST THE WATER LINE PRIOR TO
SCHEDULING A TEST WITH ENGINEER AND UTILITIES INSPECTOR.
THE WATER LINE SHALL BE TESTED AT 1.25 TIMES THE HIGHEST WORKING PRESSURE ALONG THE SECTION, OR 200 PSIG, WHICHEVER IS
GREATER. THE TEST SHALL BE OF AT LEAST 2 HOURS DURATION AND THE PRESSURE MAY NOT DROP MORE THAN 5 PSIG DURING THE
TEST.
ALL EXPOSED PIPE, FITTINGS, VALVES AND HYDRANTS SHALL BE VISUALLY EXAMINED DURING THE TEST. LEAKAGE SHALL BE NO GREATER
THAN THE AMOUNT DETERMINED BY THE FORMULA:
L = SD (P)112
133,200
WHERE L = ALLOWABLE LEAKAGE (GALLONS / HOUR)
S = LENGTH OF PIPE IN TEST (FEET)
D = NOMINAL PIPE DIAMETER (INCHES)
P = AVERAGE TEST PRESSURE (PSIG)
PIPE HAVING MORE THAN ALLOWED LEAKAGE SHALL BE REPAIRED. ALL VISIBLE LEAKS SHALL BE REPAIRED REGARDLESS OF THE AMOUNT OF
LEAKAGE.
2.04 VALVES
VALVES SHALL BE FIELD TESTED AS DIRECTED BY AWWA SPECIFICATION C500 AND C504 AS APPLICABLE.
(a) DURING THE LAST STAGES OF THE TEST AND WITHOUT ANY REDUCTION IN PRESSURE, FIRST THE HYDRANT VALVES WILL BE CLOSED,
THEN PROGRESSING IN AN ORDERLY MANNER FROM THE END OPPOSITE FROM THE TEST PUMP, EACH MAIN LINE VALVE WILL BE CLOSED
AND PRESSURE RELEASED TO DETERMINE IF IT IS HOLDING PRESSURE (MINIMUM 30 MINUTES).
(b) ALL BUTTERFLY VALVES WILL BE TESTED TO 150 PSI (OR 1.25 TIMES SYSTEM PRESSURE, IF HIGHER) FOR A MINIMUM OF 30 MINUTES
(EACH) AFTER THE PIPELINE HAS BEEN SUCCESSFULLY TESTED.
VALVES SHALL BE TESTED ON A SCHEDULE AGREED UPON BY THE UTILITIES INSPECTOR AND THE CONTRACTOR. CITY INSPECTION IS
REQUIRED DURING THE TESTS.
2.05 STERILIZATION
SAMPLING TAPS SHALL BE PROVIDED EVERY 1,000 FEET AND AT THE END OF EACH BRANCH. TAPS SHALL BE LOCATED AND CONSTRUCTED SO
SAMPLES MAY BE EASILY COLLECTED WITHOUT DANGER TO PERSONNEL OR LIKELIHOOD OF SAMPLE CONTAMINATION.
SAMPLING TAPS MAY BE USED AS BLOW -OFFS. THE NUMBER AND LOCATION OF THE TAPS/BLOW-OFFS MUST BE APPROVED BY THE UTILITIES
INSPECTOR. HYDRANTS MAY NOT BE USED FOR BACTERIOLOGICAL SAMPLING.
ALL PARTS OF A POTABLE WATER SYSTEM (INCLUDING SERVICE LINES) SHALL BE STERILIZED IN ACCORDANCE WITH AWWA C601 AND THESE
SPECIFICATIONS. PREVENTIVE AND CORRECTIVE MEASURES DURING CONSTRUCTION (AWWA C601) SHOULD BE ADHERED TO DURING
CONSTRUCTION TO ENSURE SUCCESS OF THE STERILIZATION PROCESS.
LINES SHALL BE INITIALLY CHLORINATED TO 100 MG/L.
LINES MUST HAVE A MINIMUM FREE CHLORINE RESIDUAL OF 24 MG/L AFTER 24 HOURS.
WHEN THE CONTRACTOR HAS DETERMINED THAT THE LINE HAS BEEN CHLORINATED TO THE PROPER LEVEL, HE SHALL REQUEST A
LABORATORY CONFIRMATION OF THE FREE CHLORINE LEVEL. ADVANCE NOTICE SHALL BE GIVEN TO THE UTILITIES INSPECTOR PRIOR TO
REQUESTING SAMPLING FOR CHLORINE LEVEL CONCENTRATION (ON SITE TEST) AS REQUIRED IN SECTION 1.80 - INSPECTION. IN LIEU OF
USING CITY RESOURCES, THE CONTRACTOR MAY USE AN APPROVED CERTIFIED TESTING LAB; HOWEVER CITY INSPECTION OF THE TEST
IS REQUIRED.
AFTER THE REQUIRED CONTACT TIME (24 HOURS), THE CONTRACTOR SHALL HAVE THE CHLORINE RESIDUAL TESTED AND IF THE CHLORINE
LEVELS ARE AT LEAST 24 MG/L THEN THE CONTRACTOR CAN FLUSH THE LINE AND ALL APPURTENANCES WITH SALISBURY DISTRIBUTION
WATER UNTIL COMPLETELY PURGED.
NO BACTERIOLOGICAL SAMPLES WILL BE COLLECTED AT POINTS WHERE THE FREE CHLORINE RESIDUAL EXCEEDS THE AMBIENT
DISTRIBUTION SYSTEM FREE RESIDUAL BY MORE THAN 0.5 MG/L.
CARE MUST BE TAKEN TO DISCHARGE THE CHLORINATED WATER IN A MANNER WHICH WILL NOT ENDANGER PLANT OR ANIMAL LIFE OR BE
UNSAFE. CHLORINATED WATER MUST BE DISCHARGED IN AN ENVIRONMENTALLY SAFE MANNER AND IN ACCORDANCE WITH ALL
FEDERAL, STATE, AND/OR LOCAL LAWS AND REGULATIONS. CHLORINATED STERILIZATION WATER SHALL NOT BE DISCHARGED INTO THE
CITY'S SEWER OR STORM DRAIN SYSTEMS. CONTRACTOR MUST TREAT THE CHLORINATED WATER TO MEET NORTH CAROLINA QUALITY
DISCHARGE STANDARDS.
BACTERIOLOGICAL TESTING/SAMPLING SHALL BE REQUESTED ON THE SAME DAY THE LINE IS FLUSHED. BACTERIOLOGICAL TESTING WILL BE
PERFORMED BY THE CITY LABORATORY MONDAY THROUGH THURSDAY PRIOR TO 12:00 P.M. AT LEAST 24 HOUR NOTICE SHALL BE GIVEN
THE UTILITIES INSPECTOR/LAB PRIOR TO SAMPLING. THE UTILITIES INSPECTOR WILL COLLECT AND DELIVER THE SAMPLES TO THE LAB
(TESTING FEE APPLIES). EACH SAMPLE SHALL BE MARKED LEGIBLY, IDENTIFYING WITH LETTERS OR NUMBERS EACH SAMPLING POINT.
UNDISTURBED
EARTH
12'
, CLASS A
3000 PS]
3o CONCRETE
x
ti
rV N
FOR DESIGN
PRESSURE-200 PSI
TYPICAL SECTION
SIZE SCHEDULE
TEE OR BEND
CLASS A
u z Iri? L ire L 74aa PS]
CLASS A
Uaaa PS]
!
d E CONCRETE
CONCRETE
UNDISTURBED
UNDISTURBED
n,••''''''''': EARTH
EARTHF♦ ♦�,'
UNDISTURBED
•. EARTH
PLAN - TEE
PLAN
I
- BEND
C174 OF SALISBURY, N.C. STANDARD 3E7A]L
DATE; JANUAR" 1,
1991
WATER SYSTEMS
N07 To SCALE
THRUST BL❑CKING
STANDARD W-1
CONCRETE �NRUST BLOCK SCHEDULE
P] PE
EE
ND
S]IE
9p fTEE�
�5?
22??
lI"
INCHES
N
L
N
L
N
L
N
L
2'
75'
1,5`
,50'
1,0'
,50'
,75'
.50'
.50'
4'
1.5`
3.0'
I.0'
�,5'
1A'
1.5`
I.4'
1.4'
�"
�.4'
a.a•
1.s•
3s•
I.a•
3.a�
I.4•
I.s'
s'
s.s'
s.a`
�.s�
a.a`
1.s`
s.s`
1.a'
�.5•
i0'
3.0'
6.5'
Z.5'
S.0'
2.0'
4.0'
l.a'
3.a'
72'
3,5'
8.0'
3.0'
5.0'
2.5'
S.0'
].5`
3.5`
9"
7 5/8'
6 3/8'
2' A
w
WATER
>
6 1/8°
6 1/2'
A
9 1/2'
w
5 3/4' �w i� 7 5/16' �l
5 1/4'
N 5 3/4'
�u _ 7'
`° SECTI❑N A -A
8"
8 1/2'
NOTE:
10 1/4' SEE CURRENT APPROVED PRODUCT
MANUFACTURERS SHEET FOR APPROVED
TYPES (APPENDIX A)
CITY OF SALISBURY, N.C, STANDARD DETAIL
DATE: OCTOBER 17, 2006
WATER SYSTEMS
NOT TO SCALE
VALVE BOX
STANDARD W-4
VARIES
VARIES
SEE NOTE #2
AS DIRECTED
AS DIRECTED
PUMPER NOZZLE
TO FACE STREET
AT 90°
18"x18'x6'
DEEP CONCRETE
PAD
-
oD
VALVE BOX
112 CU. N
SEE DETAIL
z
No 67 STONE
DUCTILE IRON M.J. W-4
�
TEE W/6BRANCH
OR 'HYDRANT TEE 6° GATE
VALVE
6" DI PIPE
e
I
MIN,
PR❑VIDE RETAINER GLAND
FOR EACH MECHANICAL
JOINT FITTING (TEE, VALVE, BEND)
T- BOLTS
Ql RETAINER GLAND
(MEGA -LUGS OR GRIP
PIPE
RINGS ONLY) FOR
DUCTILE IRON PIPE
Q
Q2 SEE CURRENT APPROVED PRODUCT
MANUFACTURERS SHEET FOR
APPROVED TYPES (APPENDIX "A')
CITY OF SALISBURY, N.C. STANDARD DETAIL
DATE. OCTOBER 17, 2006
AMENDED; MAY 19, 2009
WATER SYSTEMS
NOT TO SCALE
STANDARD W-3
FIRE HYDRANT
PAVEMENT
BRICKS
18'x 18'x6�.
,OVER
CON(. PAD
STANDARD
VALVE BOk
,`aLVE Dok
NOT To cONTAET
TOP SECT]OhI
WATER MAIN
OR VALVE .
TAMPED SACKF[LL�
OR -:
OTHER soon
SUPPORT .
USE: UNDER BOk
ADDITIONAL
VALVE BOkES
FOR EXTENSIONSf i.
SLIP-ON SOIL
PIPE GASKET
�-STANDARD VALVE
Box BOTTOM
SECTION
rv7rn117,7nn1
VALVE BOk
COVER
WATER I
xix _
VALVE
$' OE MASHED STONE-/
TAMPED BACKFILL
INSTALLATION
CITY OF 5AL]SBUR'+, N.L. STANDARD DETAIL DATE JANUARY 1, ]99]
WATER SYSTEMS Nor TO SCALE
VALVE BOX INSTALLATI❑N STANDARD w-5
TOP 6' - 100% STANDARD PROCTOR
/j SLOPE OR SHORING
PER OSHA,
COMPACTED BACKFILL -IN 6"
LAYERS, 95% STANDARD
PROCTOR,
iu z CLEAN BACKFILL
� WO MATERIAL
LARGER THAN 2°)
AGGREGATE N0, 67
� BEDDING-1/4 PIPE D.D.
BELOW PIPE (MIN, 6°) AND
6" UP TO PIPE MIDPOINT
MIN,
"TYPE II" 12"
MIN,
NOTES
1, FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR
SATURATED SOIL OR ROCK ARE PRESENT,
2, TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS,
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG,
BEGIN SIDE SLOPE, IF USED, APPROX, 18" ABOVE TOP OF PIPE,
3, BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAIDCOMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY, EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6' LAYERS AND THOROUGHLY COMPACTED INTO PLACE,
4, UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED,
5, ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6° BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 957 AT GREATER THAN 6°
BELOW GRADE,
CITY OF SALISBURY, N.C. STANDARD DETAIL
DATE; JANUARY 1, 1991
PIPELINE INSTALLATION
NOT TO SCALE
TYPE II BEDDING
STANDARD P-2
Firm License # P-1191
7140 Weddinton Road
Suite 140
Concord, NC 28027
Civil Site Design
Low Impact Development
Small -Scale Building Design
Telephone: [phone]
Facsimile: 704.248.7951
Seals:
�1P pFE3S/ON,•�-9
SEAL
032006
�i•••••F/VGINE��.•• �Q-
�i�_ a�A S • R.
03-12-2019
Protect Number: 17-18-092
Date: 03- 12-20 19
Drawn
,By: , JRD,
Checked By: NRP
Re -visions:
03- 12- 19 PER CITY OF SALISBURY
Sheet
UTILITY
NOTES &
DETAILS
Sheet No:
C-2.1
.

50' DUKE POWER ESM-
(D.B. 782 PG. 904)\
NOTE: All Existing Landscaping to remain
—X
I
I' SUBJECT PROPERTY BOUNDARY II
EXISTING SANITARY SEWER EASMENT
EXISTING 68' DUKE POWER R/W I
EXISTING 50' DUKE POWER EASMENT
ADJACENT PROPERTY
EXISTING FENCE i I
PROPOSED BUILDING EXPANSION
PROPOSED FENCE
1 ' /
60 0 30 60 120
I
LEGEND
I
GRAPHIC SCALE
COPYRIGHT © 2019, AMICUS PARTNERS, PLLC
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
' I I
1
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY SOUTHPOINT
SURVEYING.
. "I \
Firm License # P-1191
7140 Weddinton Road
Suite 140
Concord, NC 28027
Civil Site Design
Low Impact Development
Small —Scale Building Design
Telephone: [phone]
Facsimile: 704.248.7951
Seals:
N CAR
° Q SEAL r
_z> 032006
ti0�°q
�111111111\
01-14— 2019
z
\ o
< \
\ z
0' SHADE \ \
\ Froject Number: 17-18-092
\ Date: 8 O 1/ 14/20 1 9
Drawn
,By:
. EM,IL „
\ \ Checked By:, NRf'
/ Revisions:
l \ 07-2G-18 ORIGINAL SUBMITTAL
\ \ 0 10-23-18 PER DEVELOPER
12-1 G-1 8 PfR TOWN of CRANiTf QUARRY
\ \ O 1 -1 4-1 9 PfR TOWN of CRANiTf QUARRY
\ Sheet Title:
C
y LANDSCAPING
\ PLAN
\
\ \ Sheet No:
i
C�300

NPDES Stormwater Discharge Permit for Constnrdien Adivities (NCG01)
STABILIZATION TIMEFRAMES
(Effective Aug. 3. 2011)
SITE AREA DESCRIPTION
STA13IL12ATION
Tm EFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
emu\
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
QSlopes 3:1 flatter
14 days
7 days for than 50' in length.
or
slopes greater
All other areas with slopes flatter than 41
14 days
None, except for perimeters and HOW Zones.
NCDENRIDivision of Energy, Mineral and Land Resources I I \ \ \
/ � 7
NOTE:
ANY CONCRETE WASHOUT STATION AND STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY
STORM DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. [G.S. 143-215.1]
/
NOTE:_
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES
OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF
WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 46 .01101 / / \ � � � ? � l \
\ I TI
NOTE:
ALL INLETS ARE TO BE EMBOSSED WITH FISH LOGO AND "DUMP NO WASTE, DRAINS TO STREAM?' OR
/ / ! C - e�
EQUIVALENT APPROVED LANGUAGE. � /�C. � / .54
ME TER- LA IC UTILI
BOXES
_'PVMT
�
OVERALL CONSTRUCTION SEQUENCE: / / I
1. SETUP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR AND/OR LOCAL
MUNICIPAL REPRESENTATIVE TO DISCUSS CONSTRUCTION.\\\
FAILURE TO SCHEDULE SUCH CONFERENCE 48-HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES IS A VIOLATION OF H � / / \ / I \ / �/
LOCAL CODE AND MAY BE SUBJECT TO FINES OR OTHER PENALTIES.
2. SURVEY AND FLAG THE DENUDED LIMITS.
3. INSTALL CONSTRUCTION ENTRANCE. / I T
4. INSTALL SILT FENCE, STONE OUTLETS, SKIMMER SEDIMENT BASIN (ST 1), AND OTHER MEASURES (AS SHOWN ON THIS
SHEET); CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. SEDIMENT BASIN NEEDS TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. / `
6. CALL FOR ON -SITE INSPECTION BY NCDEQ INSPECTOR. WHEN APPROVED, CONTRACTOR MAY THEN BEGIN CLEARING \ / / %
AND GRUBBING THE REMAINING PORTIONS OF AREA.
7. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE. REFER TO DETAIL SHEET C-5.1 FOR SEEDING.
10. CONTRACTOR TO COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL//
MEASURES. \ // /// / 11. ONCE SITE IS STABILIZED, SEDIMENT BASIN ST-1 MAY BE REMOVED. / //O0�/ / / FLOOR
EROSION CONTROL NOTES: \ / ��. / / =819.76'
1. ALL "REFERENCE" NUMBERS REFER TO NCDEQ MANUAL UNLESS OTHERWISE NOTED. 5 O DUKE POWER E S � N T ° / �// A�' / /
2. ON -SITE BURIAL PITS MAY REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE LOCAL ZONING�// /�/ cb"�/// / \ \ \ \ \ \\ \^ \
ADMINISTRATOR. // /�� I I 1 I \ STING
782 PG° 904 // HYDRANT
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE EROSION CONTROL (D.B. ) \ / / / / Q I \ \ 810.00_ \
ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.1/4
STABILIZATION:5. GROUND 6. ADD T ONALMEASURSADJACENT STABILIZATION M ES TOCONTROLEROSION ANDSED MENT MAY REQUIRED BY A REPRESENTATIVE OF THE TOWN, / q / 1 TI / � / / � TBM
/COUNTY OR NCDEQ. l I YDR�AN �� \ F TER / s /
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING.
EMBANKMENT MATTING MAY BE REQUIRED FOR SLOPES STEEPER THAN 3:1 BASED ON MATERIAL.
APPROVED. �'
DING PLAN MUST BE SUBMITTED FOR ANY GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY s EX. DRAIN
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT I / ' /// / / /✓ / DO / \ 9s. \\\\ $� __ /
PRE-COSNTRUCTION MEETING. (IF APPLICABLE) I Y l 11 �� s9\ c� N - �- // \
EXISTING
HYDRANT
MAINTENANCE PLAN:
THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED FOR EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE SITE IS I I l�
COMPLETELY STABILIZED AND AFTER CONSTRUCTION FOR STORM WATER MANAGEMENT DEVICES THROUGHOUT THE LIFECYCLE !S F.FL OR
OF THE DEVELOPMENT. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND / F+=819.66'
MAINTENANCE OF ALL EROSION CONTROL FEATURES. FOLLOWING CONSTRUCTION, THE OWNER/RESPONSIBLE PARTY IS
RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF ALL STORM WATER MANAGEMENT FEATURES. I / / 1 �� 'v s�8� ' '6
I//
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ANY RAINFALL lN✓/It
PCONTROL RODUCING
MEASURES ARE MAINTAINED ADESIGNED. WEEK. Y NEEDED REPAIRS WILL BE MADE IMMEDIATELY SO THAT ALL EROSION
2. THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES APPROXIMATELY ONE HALF OF
THE TRAP OR BASIN VOLUME.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING EXIST r \�\ 1 � 1 J�j � -y� \
SPECIFICATIONS AND THE REMEDIATION PLAN IN ORDER TO MAINTAIN A DENSE VEGETATIVE COVER. f CONSTRUCTION ENTRANCE )1 CONSTRUC ON ENTRANCE
4. ALL SEEDED AREAS WILL BE RE -FERTILIZED IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. GRASSED HYDRANT (SEE DETAIL I I I 1 / \ I I L, (SEE D
AREAS WILL BE MOWED AT LEAST ONCE A YEAR. X \ F WOOR=819.3 ET IL 3/5.0)
\\ )
DIR� ION `�\
UNKNOWN %
SELF INSPECTIONS / �( / �I 1 / INV =8 7.18 80500 L /
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND sO
EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED ' I/ I 0�,
EROSION AND SEDIMENTATION PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE
SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND
QUALITY WEB SITE: httt : //dea.nc.gov/about divisions energy-mineral-land-resources/erosion-sediment-control / \ TBM
TOP FH �
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN: ) \ \ \ \ \ \ \ �� O/ / tit � 1"5. /3'�
O
'I
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. / / / / l J 1 \ \ \ y�
2. INSTALLATION OF SEDIMENT TRAPS/BASINS. I \ I iY/
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER. INLET ZONE \ /
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION. / / \ / \ / / / / (SEE DETAIL 6/5.0)
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. l l l l l l l / \ \ \ \� \ Ff / / / / /�� / \\ \ OUTLET ZONE
�iSj� /// (SEE DETAIL 6/5.0) /
7. INSTALLATION OF STORMWATER RETENTION MEASURES. O / / / / ✓
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. / / co,
/ / / / I \ /00
/ / / / 0���2 / S IMENT^WN
PLEASE NOTE THESE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION REQUIREMENTS. IF YOU HAVE / I I � r \ \ ♦�OCK C1K DAM G� / � / /
QUESTIONS ABOUT THE SELF -INSPECTION PROGRAM, PLEASE CONTACT US AT [phone]. l l l I O I �- �-- I (SEE DETAIL 2/5.1) `�� / / �ASI ` PHASE I SKIMMER SEDIpO(ENT TRAP
00 I � I (SE ET � � \ S I SEE DETAIL (1/5.0) /
J I I J / / /� - 0 8SORIF^ICEIU1S/
/ l j / 00 _\ I ST-1 DRAINAGE AREA (PHASE 1 C 2) \ / // \ EMERGENCY SPILLWAY 1.6" ORIFICEZIAMETER /
LEGEND / / I / ' I O \ 2.46 ACRES \ /� /F L00RA19.3/ /EX�I \\\\ \\ / STONE OUTLET /
I/ /� ( O 1 / / �j�o / ' ' ' D ' SEDIM NT ( SEE DETAIL 6/5.1) (SEE DET�(IL 7/5.0)
SUBJECT PROPERTY BOUNDARY / % I J J / PR OSED NCRETE WASHOUT \ /$� / �- \ \
% 1 ( E DETAIL 9/5.1) \ BASIN AFFLE
EXISTING SANITARY SEWER EASMENT / / / )� 1 \ / \ >(SEE DETAIL 6/5.0)
EXISTING 68' DUKE POWER R/W / / �^ \/ EXISTING / �> �b�
EXISTING 50' DUKE POWER EASMENT/ /
ADJACENT PROPERTY I I�YDRANT �' / 7+ /`b / / PROP. SILT FENCE \ /
X X EXISTING FENCE / / f 1 J \ ��,� j 10��j // (SEE DETAIL 1/5.1)
PROPOSED BUILDING EXPANSIONTEMPORARY /
TOPOGRAPHY
DIVERSION DITCH
PROPOSED FENCE I / / I �- -� \ +� / / // \ (SEE DETAIL 3/5.1) /
SILT FENCE (DETAIL 1 /5.1) ! / / l PHASE � / /
ROCK CHECK DAM (DETAIL 2/5.1) I / , sTU?R6 ARF1\
-810.00- / C /
SILT FENCE OUTLET (DETAIL 6/5.1) I ' �(2.24A S) f �/
100,
INLET PROTECTION (DETAIL 2/5.0) +� / % /
/
\
TEMP. DIVERSION DITCH (DETAIL 3/5.1)
DRAINAGE AREA
DISTURBED AREA / / / \ \ ♦ /
TOP OF POND
ROUGHED IN
GRAPHIC SCALE I I I V j B 0p.00-
60 0 30 60 120
COPYRIGHT ©2019 AMICUS PARTNERS PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY CABARRUS COUNTY
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT GIs. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY CABARRUs COUNTY GIS.
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
Firm License # P-1191
7140 Weddinton Road
Suite 140
Concord, NC 28027
Civil Site Design
Low Impact Development
Small -Scale Building Design
Telephone: [phone]
Facsimile: 704.248.7951
MEN- M
Seals:
\\,,,11111111,,,,
N CAR
Q SEAL
=z g 032006 0 �`
i > ° I`
%Q,S
��111111111\\\
12-16-2018
� r•
0
z
�
o
-1
z
�Z
Project Number: 17-18-092
Date: 1 2/ I G/20 18
Drawn ,By: , EML,
Checked By:, NRP,
Revisions:
07-2G-18 ORIGINALSUBMITTAL
10-23-18 PER DEVELOPER
1 2-1 G-1 8 FEK Towle Off GRANITE QUARRY
Sheet Title:
PHASE 1
EROSION
CONTROL
Sheet
C-4.0

ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFIL
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES
OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF
WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 4B .01101 /
I TW
NOTE: / _ \ �- Il '(_.
ALL INLETS ARE TO BE EMBOSSED WITH FISH LOGO AND "DUMP NO WASTE, DRAINS TO STREAM." OR _ F
y PROP. SILT FENCE _ , e�
EQUIVALENT APPROVED LANGUAGE. /C• / 54
/ \ ME TER - (SEE DETAIL 1/5.1) / /� LA� IC UNIT �^ w
Bow / BOXES / /V
NOTE:
PHASE II OF THIS PLAN SHAL NOT COMMENCE UNTIL PHASE I IS COMPLETELY/ STABELIZED.
Jrf I MTQ011,
PROPOSED RETAINING m( \ \ \ \ \ / / ///� • / / .O \ \ \ �� ��
WALL BY OTHER. PLANS
HAVE BEEN SUBMITTED
SEPARATELY.
OVERALL CONSTRUCTION SEQUENCE: I /Y
/1. SETUP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR AND/OR LOCAL / \ / 7 / \JB3A
MUNICIPAL REPRESENTATIVE TO DISCUSS CONSTRUCTION. CONSTRUCTION ENTRANCE / /
FAILURE TO SCHEDULE SUCH CONFERENCE 48-HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES IS A VIOLATION OF (SEE DETAIL 3/5.0) / /
LOCAL CODE AND MAY BE SUBJECT TO FINES OR OTHER PENALTIES.
2. SURVEY AND FLAG THE DENUDED LIMITS.
3. INSTALL CONSTRUCTION ENTRANCE. / ti \ p \ ��� /\ \� \� le J
4. INSTALL SILT FENCE, STONE OUTLETS, SKIMMER SEDIMENT BASIN (ST-2), AND OTHER MEASURES (AS SHOWN ON THIS
SHEET); CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. SEDIMENT BASIN NEEDS TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 18.58
6. CALL FOR ON -SITE INSPECTION BY NCDEQ INSPECTOR. WHEN APPROVED, CONTRACTOR MAY THEN BEGIN CLEARING ti6 \ / / %
AND GRUBBING THE REMAINING PORTIONS OF AREA.
7. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE. REFER TO DETAIL SHEET C-5.1 FOR SEEDING.
10. CONTRACTOR TO COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL \ / / / � � / / / / � � � INLET ZONE
MEASURES. //(SEE DETAIL 6/5.0) \ \
11. ONCE SITE IS STABILIZED, SEDIMENT BASIN ST-2 MAY BE CONVERTED TO SAND FLITER SF-1 PER SHEET C-6.0. / �
/ FLOOR O \ PHA-S€JI SKIMM €R DI EN
�
EROSION CONTROL NOTES: \ / ��� / / / / /=819.76' F \ g o ` TRAP (SE �b TA 11/5.63, \ \
1. ALL "REFERENCE" NUMBERS REFER TO NCDEQ MANUAL UNLESS OTHERWISE NOTED. 5 O DUKE POWER E S N T < / / , // / // // / ` OUTLET ZONE
2. ON -SITE BURIAL PITS MAY REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE LOCAL ZONING /// // //// // / / ( SEE DETAIL 6/\\ \
ADMINISTRATOR. \ / / /- /O� / I 1 I SEDIM NTSKIMMER
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE EROSION CONTROL (D. B . 782 P G . 9 0 4) \ / // j/� i��i // / / / SEE�BASIN ST- JB3= \ \
4. GRADING MORE THANNANCE AND IS ONE ACRE CT TO A IWITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY / / 1 ( ) 4B 2.5"SKIM R
\ / / \
SEDI T \\ / 1" ORIFICE RADIUS
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. / / / PHASEI\ BASIN FF \ ORIFICE DIAMETE� \
5. GROUND STABILIZATION: SEE ADJACENT NEW STABILIZATION TIMEFRAME CHART. DISTURBED AREA �° �� / / / OO. (S DE IL 6/5.0 \ / ( EEb TAIL I5.0)
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE TOWN, 2.14 ACRES m y \
COUNTY OR NCDEQ.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. j� / \ \ ES2
EMBANKMENT MATTING MAY BE REQUIRED FOR SLOPES STEEPER THAN 3:1 BASED ON MATERIAL. PROP. SILT FENCE \
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY (SEE DETAIL 1/5.1) X. / EDRAIN \ / ��' \a
VED.
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT SILT FENCE OUTLFjT /✓ / S�� \ 9s,- O'
PRE-COSNTRUCTION MEETING. (IF APPLICABLE) (SEE DETAIL 6/5.1): �� `q` \ N 7-
MAINTENANCE PLAN:
THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED FOR EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE SITE IS I (% / =81819.OR66'
COMPLETELY STABILIZED AND AFTER CONSTRUCTION FOR STORM WATER MANAGEMENT DEVICES THROUGHOUT THE LIFECYCLE / / I
OF THE DEVELOPMENT. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND�F+/S
MAINTENANCE OF ALL EROSION CONTROL FEATURES. FOLLOWING CONSTRUCTION, THE OWNER/RESPONSIBLE PARTY IS
RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF ALL STORM WATER MANAGEMENT FEATURES. P
�/ / I /I �` 1 I
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ANY RAINFALL INV.= 6.
( . \ J
PRODUCING RUNOFF AT LEAST ONCE A WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY SO THAT ALL EROSION I I ✓I I S� CMP
CONTROL MEASURES ARE MAINTAINED AS DESIGNED. /
2. THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES APPROXIMATELY ONE HALF OF / \ \
THE TRAP OR BASIN VOLUME. �V / / \ \\ J� »> J)>l / j \ I / \
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING /J
SPECIFICATIONS AND THE REMEDIATION PLAN IN ORDER TO MAINTAIN A DENSE VEGETATIVE COVER. II
4. ALL SEEDED AREAS WILL BE RE -FERTILIZED IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. GRASSED I / I I I I 1 \ F.FLOOR=819.35'
AREAS WILL BE MOWED AT LEAST ONCE A YEAR. R8CTI0
/NKNOW
SELF INSPECTIONS / 1 / I =8 7.4 8p50/
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND
EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE
SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND
QUALITY WEB SITE: httt : //dea.nc.gov/about divisions energy-mineral-land-resources/erosion-sediment-control
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN: J \ \ \ \ \ \ \ OO
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS/BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION MEASURES. / /:/� / / / / \ \ s�7.� o o // \\\�� /// ✓ /
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. / /
/ /� ��
PLEASE NOTE THESE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION REQUIREMENTS. IF YOU HAVE
QUESTIONS ABOUT THE SELF -INSPECTION PROGRAM, PLEASE CONTACT US AT [phone].
LEGEND
NPDES Stormwater Discharge Permit for Constn¢ticn Adivities (NCGO1)
ANY CONCRETE WASHOUT STATION AND STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY /
NCDENPJDivision of Energy, Mineral and Land Resources STORM DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. [G.S. 143-215.1 ] \ \
STABILIZATION TIMEFRAMES
(Effective Aug. 3. 2011)
SITE AREA DESCRIPTION
STA13IL12ATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
Lug
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
�! Slopes 3:1 flatter
14 days
7 days for than 50' in length.
or
slopes greater
All other areas with slopes flatter than 41
14 days
None, except for perimeters and HOW Zones.
cs
00
/F.FLOOR,-61
SUBJECT PROPERTY BOUNDARY / J I J J / PR OSED NCRETE WASHOUT \ 15' / / \ \\\
EXISTING SANITARY SEWER EASMENT E DETAIL 9/5.1)
EXISTING 68' DUKE POWER R/W
EXISTING 50' DUKE POWER EASMENT
X X EADJACENT XISTING FEN OE ERTY
PROPOSED BUILDING EXPANSION
TOPOGRAPHY
PROPOSED FENCE
SILT FENCE (DETAIL 1/5.1) I / J
ROCK CHECK DAM (DETAIL 2/5.1)
SILT FENCE OUTLET (DETAIL 6/5.1) ! ' ' �810.00-/�/�/�
INLET PROTECTION (DETAIL 2/5.0)
- TEMP. DIVERSION DITCH (DETAIL 3/5.1) I � 1 -• � � � \� � � � / / � / / //� �� ��/��// / � \
DRAINAGE AREA
GRAPHIC SCALE TOP OF POND I / ROUGHED IN
60 0 30 60 120
COPYRIGHT © 2019, AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY CABARRUS COUNTY
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT GIS. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY CABARRUS COUNTY GIS.
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

PLAN VIEW 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPRQACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
SKIMMER SEDIMENT BASIN THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
DESIGN CRITERIA INLET, A MAXIMUM OF 4 FEET APART. NPDES Sb-W Duchargo PB0n1rarConsaurfiGt AI x .D NCGO1) NCDENWDivNion or Energy, Mineral and Land R-m
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM.
DRAINAGE PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL GENERAL NOTES: STABILIZATION TIMEFRAMES
AREA < 10 AC. MBANKMENT FOR ANCHORING IS RECOMMENDED. (ElNcexe Au5.3,18111
(ACRES) LENGTH 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC
WITH A HEIGHT OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
EVEN GRADE. SITE AREA DESCRIPTION STABILI2 TIDN TIMEFRAME EXCEPTIONS
MIN. INFLOW 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
LENGTH TO 2:1 STRUCTURE ACCUMULATED SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS. ENTRANCE. Perimeter dikes, swales. ditches, slopes 7days None
WIDTH RATIO 10'
MIN. 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
NOTES: ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL High Quality Water lHQWf)Zones Tdays None Amieus Partners, PLLC
MAX. STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
LENGTH TO 6:1 1. REFER TO
WIDTH RATIO NCESCPDM 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
SKIMMER Slopes steeper than 3:1 7 days Ir Slopes are W Dr lessIn length and are
DEWATERING SECTION #6.64 INC DOT 15 OR #57 not sleeper then 2.1, 14dLys ere Ml Mxed.
MIN. 1800 _ AREA* { DEVICE FOR ADDITIONAL WASHED STONE 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
VOLUME (CU. FT. AWIDTHE LENGTH DESIGN WASHING IAPPROVEDSSEDMEINT BASINHSEE STD. NO. RED, IT SALL BE DONE 1515.N AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN Firm License # P-1191
REQUIRED PER AC. MERGENCY SPECIFICATIONS Slopes 3:1 Or HOMES 14 days 7Cays for WOMB grealer than 50• in length.
DISTURBED) * AREA OF BASIN WATER SPILLWAY REGARDING 6. TOWN MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS 7140 Weddinton Road
SURFACE AT TOP OF SKIMMER SEDIMENT ON A THOROUGHFARE. Suite 140
325 PRIMARY SPILLWAY BASINS. All other areas with slopes hatter than 4:1 4days None, except for perimeters and HOW Zones.
SURFACE (SQ. �, -� Concord, NC 28027
AREA PER CFS 2. REFER TO STD. (1/4 INCH HARDWARE CLOTH a' MAX.
REQUIRED Q10) BAFFLES #524.1 FOR (1/4 INCH MESH OPENINGS) 100 FT (MIN) PUBLIC STREET CIVII Site Design
CROSS-SECTION VIEW BAFFLE SPACING
- --------------------------- -
1' FREEBOARD W=5' MIN. AND INSTALLATION. - _ -III-II = _ _ _ -
-'7
6" MAX. DEPTH OF FLOW OVER MBANKMENT EXISTING GROUND -I I= _ I -I II -I I -I I -I I -I I-� LowImpact
INFLOW EMERGENCY SPILLWAY I I III -I I -I I -III -III -III -III -III -III -I
STRUCTURE BAFFLES MIN. 1' T=1.5' MIN. 3' I z' EQUIVALENT OVENMICEO XTILE -III-II1=1II-III-IiI-- #5 WASHED STONE Q Small -Scale Building Design
Z=5' MAX. -TEMPORARY SILT DITCH 1 OR FLATTER Telephone: [phone]
NC DOT #5 OR #57 100 FT (MIN) SEE DETAIL STD. 30.05 2 o Facsimile: 704.248.7951
DEWATERING - - WASHED STONE SEE NOTE
ZON
H=2 MIN. MERGENCY Seals:
SPILLWAY °D
FILTER FABRIC c
DO 10' CONSTRUCTION \ \177771I1(11y77 /
SEDIMENT ANTI - SEEP �``\ \ N CA/?
STORAGE ZONE NOT TO SCALE COLLAR
EEP z 1 OR FLATTER
'77.,
TEMPORARYlTm1 SILT FENCE 2 _ °°�' �-y ,
SEE DETAIL - ° Q SEAL r
SKIMMER SEDIMENT TRAP DATA BLOCK b
STD. 5os.1 03200E '
SK;M(A
INAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKBMW=
IMMER SKIMMER =z
TEA AREA QIO REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE ORIFICE 2-3 INCH COARSE AGGREGA WIRE MESH
ES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 DIAMETER DIAMETER RADIUS
S46 2.46 10.72 4,428 13,125 3,484 4,613 1.25 2.5 4.0 16.0 1.5 5.0 2.0" 1.6" 0.8" „ %0 °°°°°S33 2.25 20.75 7,794 17,297 6,744 7,142 1.25 2.5 4.0 16.0 1.5 5.0 2.5" 2.0" 1.0" Hardware Cloth & Gravel Inlet Protection Detail ///", 4 A S R • 1````\
M_2 yf111Iu11`1
_ _ 2 FT (MIN)
Ref: NCDENR Construction Entrance Detail 01-14-2019
1 Skimmer Sediment Trap Detail 50 Ref: NCDENR #6.06.1 o Slope Stability
5.0 Ref: MOLDS Standard #30.16
Ref: NCDENR #6.64.7
NOTES: - OF SURFACE AREA
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE INLET ZONE 25%
OF SURFACE AREA WATER ENTRY UNIT
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL INLET ZONE 25% GENERAL NOTES: WITH TRASH SCREEN GENERAL NOTES:
OF SURFACE AREA PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED c 1. DRIVE 5' STEEL POST AT LEAST 2. PROP ER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAYBE REQUIRED IF FIELD CONDITIONS WARRANT A p z
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE ��i OUTLET ZONE 15% 24" INTO SOLID GROUND. CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. ~ 2" WEEP HOLES GENERAL NOTES:. H T
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". OF SURFACE AREA 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED. �,• 2 Y usE cuss"e" CONCRETE THRO NMNouT. <a
2. USE STAPLES 1' APART 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE 2 Tn O ^�
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED HORIZONTALLY AND VERTICALLY DISCHARGE END OF THE PIPE. D �Oa PRDVIDIS ALL CODE INLETS OVER 3'-8" IN DEPTH WITH STEPS 12" Hy�C7L
ORIFICE OPENING INSIDE THE 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. r- z T =� I I ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING "0.88.
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN TO ATTACH THE POROUS ORIZONTALTUBE WITH N 1 -4D OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR W4 MAR DOWELS AT
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND
F BAFFLES TO THE WIRE FENCE. coNSTANrHYDRAuucHEAD G:-n>> i 12"USE CENTERS AS HE CON O BY THE ENGINEER, LLJ cc _
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY tOk INSTRUCTIONS ON WEB SITE FOR EACH SIZE. =�ZDRI X I X USE FORMS FOR THE CONSTRUC ION OF THE BOTTOM SLAB. I-UOCO�
IF REINFORCED CONCRETE PIPE I$ SET IN BOTTOM SLAB OF BOX, ADD TO SLAB < f-
z
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER / X 3. MINIMUM BAFFLE SPACING IS 10'. z,2,-a�� -� -- --, AS SHOWN ON BID, NO. a40,OO. E-� 0o
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED t7=IOz - - - I CONSTaucr WITH PIPE CROWNS MATCHING. d0 <
SCHEDULE 40 PVC PIPE '�. D - - , GEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. z
OT
INTO PLACE. \ 4. THE FLOOR OF THE BASIN IN (BARRELORARM) D� INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. E-
THE OUTLET ZONE AND BERMS
FLOW XC" M INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF No. TOM STONE IN A d O
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%. SHOULD BE SEEDED IMMEDIATELY Z i POROUS FABRIC SAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 7 o
AFTER THE BASIN IS CRANNIES ALL EXPOSED CORNERS 1".
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. a CONSTRUCTED. LEXIBLE HOSE ARTHEN EMBANKMENT Y DRAWING NOT TO SCALE.
FLOAT MERGENCY SPILLWAY PLAN
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. / i 5. REFER TO NCESCPDM SE TION PVC VENT WITH GRATE & FRAME REMOVED
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL. / fgRTN S6.65 FOR ADDITIONAL PIPE
X PECIFIATIONS. O
l / fRM TOP VIEW SCHEDULE 40 PVC PIPE LOAT znot..
TOP ELEVATION C5
e BRICK COPING(INCIDENTAL)
EL
(BARRELORARM) O LL
O Fr -I aBID. 440.1 6FRAMt
ui
/ 1 VC VENT PIPE ZG GRlfTE 2-
FLEXIBLE HOSE n = 124 BAR ►z"I 7- W v J
otJT� N m 1 g H O 0 u l
a
POTENTIAL FOR PIPING CAN - jib z = Q q x
OCCUR. PROPER DESIGN TO C D ca Q 1+A MINIMIZE DISCHARGE AROUNDPIPE MUST OCCUR. O d W 2 �--��� O O
III -I III-1 /x _
1II-I OUTSIDE DIAMETER III_ X X/ a DOWEL WI-
H 1
I -I III-Ii WATERENTRYUNIT m Z SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE1 N Fjly III Z
II -I III-' m CO
SECTION x-K SECTION Y-Y � O �JI
4'-0" MAX. SPACING 5' STEEL POST W O
I -I III_ MAINTAIN DEPRESSION TO DIMENSIONS AND QUANTITIES FOR DROP INLET (EASED ON MIN. HEIGHT, H = -
END VIEW SIDE VIEW DIMENSIONS OF BOX 8 PIPE CUBIC YARDS DEDUCTIONS FOR
DISCHARGE PIPE MINIMIZE CHANCE OF SKIMMER PIPE SPAN WIDTH MIN. NEIGH CONC. IN BOX ONE PIPE
TYPICAL BOTTOM WALL PER w.e(e
VARIES III POROUS MATERIAL scHEDULE 40 (NO SCALE) BECOMING STUCK I\
(15" MIN) (COMBINED JUTE MESH FLOW ,� o D A e x SLAB FT. HT. O.M. R.C. r
AND NAG C125 DRAWN BY R EVAN310110
24^ 24" J. W. FAIRCLOTH & SON INC.
COCONUT LINER OR I lz^ 3-a �O2o.z2z o.zzz a-6Ga D.o1s o.GWWW.FNRCLOTHSIOMMER. COM 15" 0.646 0. 023 0.036
EQUIVALENT). 8" X 6" TRENCH FAIRCLOTH SKIMMER' DISCHARGE SYSTEM WITH EMBANKMENT ELEPHONE(9,9)T32_,244 IB" D.7D3 a.D33 0.048
BACKFILL AND FAX:[phone]ssPIPE SHALL BE PLACED COMPACT FENCE AND EMAIL WARREN@FNRCLOTHSMMMERCOM 24" 0.814 0.059 O.0W
ON SUITABLE MATERIAL FABRIC BURIED IN 58401°°i 30" a'^ 6.222 0-222 0.925 0.092 0.12r
TRENCH
IIII�II IIIIII- 7 Faircloth Skimmer Detail CONCRETE DROP INLET
8
5 Trench Detail for Storm Drain III-- N 5.o Ref: Fairclothskim mer.com
5-o Ref: MCLDS Standard #20.25 6 Baffle Installation Detail 5"0 SCALE: N.T.S. [REF: NCDOT #840.14]
5.0 Ref: MCLDS Standard #30.19
o z L�� E C)CO o SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE z
IF SPECIFIED, r+� MITI rr N A OPTIONAL MANHOLE I--h} O W
fit. 3 -B" I- ¢ MIDI, r� Z E sI ¢ 3 C . STATE USE OF SYSTEM ON COVER 6 Q
a ti, a GENERAL NOTES: Z ~ 2 31 ~' Q '�-
aCo O 1'r DEPRESSION S,�u r. g�x at.r0ay Y FH�C7v yHpO �_ (I.E.: SEWER, STORM GRAIN, ELECTRICAL) z00�
D O 1 j F,Lu H 2 �, U m p 6" MMFER ALL EXPOSED CORNERS 1". LL J K.
Z r O T D 2" +--h CR
Hz1x7+ B" 1'-7�B'r #I j„i'G F� of =Z � L - LL
USE CLASS "B„ CONCRETE THROUGHOUT. OOK. - HZ12p ��4 TOP OF COVER O�OMz
fT ¢qv cn _ qA T OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W a LL L7 ' p p
=�Zam r r o II G E E GCS O= �1zWo X x 6m D I - -r I D N4 BAN ODMEL$ AT 12' CENTERS AS DIRECTED BY THE ENDINEER. aUrG� =OZ�m �O ~� �0 ro ect Number: 1 7-18-092
('n2p - _G O _ I d O x,S.,-ICDI---T1�k �� )v� � ♦1' USE FORMS TO CONSTRUCT THE BOTTOM SLAB. H= ZyJ �(n O6 A A B B �=rzrti
S O N H=�2 4,,.-o m rcw� VJ - 0 W
z g m p: -n 07 I coo I.- G W G) I IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, S fa O ,_, r LL Q
G7 Q Iti LO _ 0 _ I - LL M,,, J S y Z a ADD TO SASE AS SHOWN ON STANDARD NO- 840.00. OO N G n = y 1■ p
n i -r O (V _-_--I-_-_ �p�� . '�nD -- - �` 1 z 1"1� - �{�A T CD I--iCc
4
L y Ey O , L F-I K a n _ 1 PROVIDE ALL JUxIN Al 301E 0V6-MI 3'-B" IN DEPTH WITH aTEPa H N Y n r C>' Date: 0 1/ 1 4/20 1 9
I rM �i10 I- - i,i 12" ON CENTENS IN ACCORDANCE RITN STD. N0. 640.BB- WD L__-_-_-_-___- _-_� L_ _ -� RO A,
II I I h W Z a" ADJUST THE ST€EL., WNCRETE AND BRICK MASONRY QUANTITIES r z O
Z /± r S '--`�{ I� TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS 112" B.
SECTION G - G •' r SEE STANDARD 640.54 G SHORTENED AROUND OPENING IN TOP BLAB, ADDITIONAL VARIABLE
�� [1'-4W] LIV-1410.d F#' PLAN FORMANLE COVER 8 FRPME l one 6 ' HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) BOTTOM OF COVER I2" DraWn By: EMIL
PLAN OF FRAME ITN C. To C. MAX.
DIEON IOFI2 IFE9ESTRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
' R
BRICK MAY BE USED
A H r 70 ADJUST FRAME &
� 1'-7 g" 1 -7 g CAST IRON ® AT TO
SURFACE
PLAN OF COMER Checked B NRP
f= O O _ Ma BAR - y•
m'a z PLAN OF GRATING oar � � r' �. LL z o CrOr
2`-3t/4" CAST IRON Li_ ¢ ¢ z - aurLEr PIPE 0 J � f PLAN OF FRAME O
-4 1.4 0 F Ca z O W p Cn
Re -visions:
CO r- _ ❑ °r N = �I I - E DR F 1 " ��; a zo z rrn = 2'-11,�" o 07-2G-1 8 ORIGINAL SUBMITTAL
M z o = p -1 INLET PIPE r - SECTION tL A § d z
o ,Br,,. y�rr �„ < Q v _ m a B" DOWEL o F- _ TI p 1 �4"., Ls, Q
o a = z C-C OR D-D _j QI 10-23-18 PER DEVELOPER
z w C_ o SECTION X-X o
0 t7 1„ 1 rr 1 H yr, O O O C y ¢ z z (D 11 1'-S" s w
r Z z> a O> ¢ 1 2-1 G-1 8 PER TOWN QE GRANITE QUARRY
d (f W D 0 DIMENSIONS AND OUAMTITIES FOR CONCRETE JUNCTION NOXES Q 7 H ID ID m 0 e []
In A O j 5" �2" O DZ 30 O) r- 0 O DIMENSIONS OF BOX AND PIPE RE INF0ACtl1ENT TOP SLAB IN VMD5 TOTAL OUANNIT[E9 9EDUCfE0N5 FOR DNF Q I- 2 z I= 0 1 - 1 4- 1 9 PER TOWN QE GRANITE QUARRY
11.�� + I z {L W IL O / TYPE #1
ilfi O �61' y8" rC` 1�8' F4 PIPE SPAN WIDTH HEIGHT Sets "A" DIMENSIONS IN BOX IMDx AxG ELARS PIPE 0.1-YDG. H H D 1" 7 A, I ��" LL
n " LU
I I
07 z z I 3'-2"
E I I ~ LU
J O Z O n - - • " " D A 0 H No. LENGTH E F CUP DOTTON OF IS. nE LEIS.
MII1i.Y'W N 11 " x
`i�
On _4s, As, d I !4�., Rr [/1+ H 2 z EXP. JGIxT SLAB SLAB FT. n C.S... R.C.
v H SECTION H-H �4 3 �'4 IF- '4 I m o z H 01i p z
�- J Z = m •9^ 12" 2'-0" 2'-0" a'-3" 12 Y-R" 9'-a^ a'-O" O.IGr e. ter 0. 136 2a O. r60 G.OIe e.Oza J z -Z O �+% r 1 C
O J 1-ai r O � P •r 1a" 2'"3" 2'-3' 2'•6" 12 3'•0' 3'•3' 3'-3" 0.186 0.19E 0.204 24 0,902 0.023 0.036 (a O `~ �. �t a \ / ALTERNATE O Z
z a To 2l/g" -� 2%" z a 3 X e^ iB" z'-6" a'-s" z'-a" Ta a-s" 3'-e" 3'-a" a.az7 o.zzT G.zzz ao oes o.aaa o.o4B 9 �� �` SECTION B-8 z Q
O w 24" 3'-0" 3'-0" 3'-3" TB 3'-8" 4'-0' 4'-0" 0.288 0.296 0.269 40 1.434 0.050 0.08E I I W
r N N N I I- N N O WB 2'-Olr2" / I MINIMUM WEIGHTS - LB'S.
W m 9 1�S FF..2 1 �� 3G" a'-B" a'-s" 3'-9" Te s'-9° 4'-B" a'-6" o.a7s 0.4Ts a.29e 51 Beo O. oez O.lar ' y \
FRAME - 180
a W p O . • -' 3e" a'-D" a'-D" 4'-3" zD a'-R" s'-D" 5'-0^ 0.463 D.a63 ❑.aaa e4 2.341 0.132 0.178 2'-B%" \ L �
O a" 'DOWEL 4'-6" 4'-9" 22 5`3" 5'-6" 5'-B" 0. 580 1 0.560 0.370 77 2.078 O.1B0 0.243 % GOVER 120
2'-6'r O 48' 5'-4" 5'-4" W-3" 215 B'-a" 6,4" S'-a" 0.7a3 0.7aa 0.407 111 3.023 0.235 0.317 SECTION A -A I I TOTAL - 300 Sheet Title:
'i 1 J
SECTION Y-Y 50." 5'-i0" W-10" 6'-g" 2e 8'-J" s'-10" e'-10" O.BBS a.8B5 a.a44 12G 6.288 0.297 0.407 \
SECTION E - E SECTION F - F Sr' so 7r-1" 7'-0' 1 7'-8" 1 iSh EEI 1 OF 1 rr " 1.042 1.042 0.481 145 ---
6'-B"9'-1" 0.0.5E
SHEET 1 OF 1 "84054
�2840.31�
YPE
801E l SHEET i OF 1
EROSION
10 CONCRETE JUNCTION BOX CONTROL
9 Drop Inlet Frame and Grates Detail 11 Manhole Frame and Cover Detail DETAILS
5.o SCALE: N.T.S. [REF: NCDOT #840.16]
6"0 SCALE: N.T.S. [REF: NCDOT #840.31 ] 5-o SCALE: N.T.S. [REF: NCDOT #840.54]
Sheet No -
COPYRIGHT © 2019, AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND �11111111111111111111500
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY CABARRUS COUNTY
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT GIs. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY CABARRUS COUNTY GAS.
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

6' MAX.
WOVEN FILTER FABRIC
O
I
N
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR
ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
7.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
&DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
A
T FjjAKE
HARDWARE OLoTH BETWEEN P05T�r,
HART, WARE CLOTH AND ',:JLT FENCE
NOTE-. TO BE 8WED MININALIN OF 1'
STRUCTURAL STONE SHALL BE CLASS -a- 5TDXE
FOI{ ERL43Cfa CONTRm ipurrDSE:s,
5E WENT CONTROL STONE SHALL BE
M W cR rlp. j 7 sT4r+E,
SELT FENCE
f ^ A p0sr
SE'1IVENT
COfEL
MIN
I
MAX,
`''
STRUGTI
ST17►+
rtY� L�IE•t�
flLTC;TlC�1'J'�iv` FFp6}�TVIEkt�
SEEDBED REQUIREMENTS:
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO
INAPPROPRIATE SOIL TEXTURE (TABLE 6.10A), POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR
STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS AS A
GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
- ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT
SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST 0.05 INCHES WATER TO 1.00 INCH OF SOIL).
- SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
- SUFFCENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR
IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES
STEEPER THAT 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
- A FAVORABLE H RANGE FOR PLANT GROWTH USUALLY 6.0 - 8.5.
- FREE FROM LARGE ROOTS, BRANCHES, STONES , LARGE CLODS OF EARTH, OR TRASH OF ANY KIND.
CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE HYDROSEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET - I.E. IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW,
OR ACIDIC TO FOSTER VEGETATION - SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS
DESCRIBED BELOW MAY BE BENEFICIAL OR, PERFERABLY, TOPSOIL MAY BE APPLIED.
SEEDBED PREPARATION:
FILL SLOPES (PERMANENT SEEDING) - FOR FILL SLOPES 3:1 OR STEEPER:
1. LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND UNCOMPACTED, ALLOWING ROCKS, ROOTS, LARGE
CLODS AND OTHER DEBRIS TO REMAIN ON THE SLOPE.
2. ROUGHEN SLOPE FACES BY MAKING GROOVES 2-3 INCHES DEEP, PERPINDICULAR TO THE SLOPE.
3. SPREAD LIME EVENLY OVER SLOPES AT RATES RECOMMENDED BY SOIL TESTS.
FILL SLOPES (TEMPORARY SEEDING) - FOR FILL SLOPES 3:1 OR STEEPER: 1. LEAVE A LOOSE,
UNCOMPACTED SURFACE. REMOVE LARGE CLODS, ROCKS, AND DEBRIS WHICH MIGHT
HOLD NETTING ABOVE THE SURFACE.
2. SPREAD LIME AND FERTILIZER EVENLY AT RATES RECOMMENDED BY SOIL TESTS.
3. INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVING SOIL SURFACE ON THE CONTOUR.
FOR HIGH -MAINTENANCE TURF:
1. REMOVE ROCKS AND DEBRIS THAT COULD INTERFERE WITH TILLAGE AND THE PRODUCTION OF A
UNIFORM SEEDBED.
2. APPLY LIME AND FERTILIZER AT RATES RECOMMENDED BY SOIL TESTS; SPREAD EVENLY AND
INCORPORATE TO A DEPTH OF 2-4" WITH A FARM DISK OR CHISEL PLOW.
3. LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO SPREADING TOPSOIL BY DISKING OR SCARIFYING TO
A DEPTH OF AT LEAST 2 INCHES.
4. SPREAD TOPSOIL TO A DEPTH OF 2-4 INCHES AND CULTIPACK.
5. DISK OR HARROW AND RAKE TO PRODUCE A UNIFORM AND WELL -PULVERIZED SURFACE.
6. LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
FOR GENTLE OR FLAT SLOPES WHERE TOPSOIL IS NOT USED:
1. REMOVE ROCKS AND DEBRIS.
2. APPLY LIME AND FERTILIZER AT RATES RECOMMENDED BY SOIL TESTS; SPREAD EVENLY AND
INCORPORATE INTO THE TOP 6" WITH DISK, CHISEL PLOW, OR ROTARY TILLER.
3. BREAK UP LARGE CLODS AND RAKE INTO A LOOSE, UNIFORM SEEDBED.
4. RAKE TO LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
NOTE:
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE
OF CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE (NCDA) SOIL TESTING LABORATORY.
DIRECTIONS, SAMPLE CARTONS, AND INFORMATION SHEETS ARE AVAILABLE THROUGH COUNTY AGRICULTURAL
EXTENSION OFFICES OR FROM NCDA. ALLOW 1-6 WEEKS FOR SAMPLE TURN -AROUND SO PLAN WELL IN
ADVANCE OF FINAL GRADING.
WHEN SOIL TEST ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED ON THE INDIVIDUAL SPECIFICATION SHEET
FOR THE SEEDING MIX CHOSEN (TABLES 6.11C THROUGH 6.11V). APPLICATION RATES USUALLY FALL INTO
THE FOLLOWING RANGES:
- GROUND AGRICULTURAL LIMESTONE:
LIGHT -TEXTURED, SANDY SOILS: 1 TO 1-1/2 TONS/ACRE
HEAVY -TEXTURED, CLAYEY SOILS: 2-3 TONS/ACRE
- FERTILIZER:
GRASSES: 800-1,200 LB/ACRE OF 10-10-10 (OR THE EQUIVALENT)
GRASS -LEGUME MIXTURES: 800-1,200 LB/ACRE OF 5-10-10 (OR THE EQUIVALENT)
5
5.1
Seeding Specifications
Ref: NCDENR
COPYRIGHT© 2019, AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
STEEL POST
z � w FILTER FABRIC
a
- JU
°U FLO rtW
4"
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL
BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
1 Silt Fence Detail
Ref: NCDENR #6.62.5
!ILT Fericu
GENERAL NOTES:
1. STONE OUTLETS SHOULD BE PLACED IN
THE LOW-LYING AREAS OF SILT FENCING,
BASED ON FIELD CONDITIONS.
2. MAINTENANCE - FRESHEN STONE WHEN
SEDIMENT ACCUMULATION IS 6 INCHES OR AS
NEEDED.
Stone Outlet Detail
5.1
Ref: NCDENR
Seeding Mixture Rate (lb/acL
Tall Fescue 200 (4-5 lb/1,000 sq. ft.)
Nurse Plants:
Between May 1 and Aug. 15 add 15 lb/acre Sudangrass or 10 lb/acre German
Millet. Before May 1, or After Aug. 15, add 40 lb/acre rye (grain).
Seeding Dates:
Best: Aug. 25 - Oct.
Possible: Feb. - Aug.
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add
40 lb/acre rye grain and use a channel lining that offers maximum protection.
Soil Amendments:
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Operate tillage equipment across the waterway.
Mulch:
Use jute, erosion control matting, or other effective channel lining material to
cover the bottom of the channels and ditches, and staple securely. The lining
should extend above the highest calculated depth of flow. On channel side
slopes above this height, and in drainages not requiring temporary linings,
apply 4,000 lb/acre grain straw and anchor straw by stapling netting over
the top.
Mulch and anchoring material must not be allowed to wash down slopes
where they can clog drainage devices.
Maintenance:
Inspect and repair mulch frequently. Refertilize in late winter of the following
year; use soil tests or apply 150 lb/acre 10-10-10. Mow regularly to a
height of 2-4 inches.
REFERENCE: NORTH CAROUNA EROSION AND SEDIMENT CONTROL MANUAL
Seeding Mixture Rate (lb/acre)
Tall Fescue 200 (4-5 lb/1,000 sq. ft.)
Sericea Lespedeza 30 (0.7-0.8 lb/1,000 sq. ft.)
Kobe Lespedeza 10 (0.2-0.3 lb/1,000 sq. ft.)
Seeding Notes:
1. In Eastern Piedmont add 251b/acre Pensacola Bahiagrass or 10 lb/acre common
Bermudagrass. Use common Bermudagrass only where it is unlikely to become a pest.
2. After Aug. 15 use unscarified sercia seed.
3. Where a neat appearance is desired, omit sercia and substitute 40 lb/acre Bohiogross
or 15 lb/acre hulled Bermudagrass.
4. To extend spring seeding dates into June, add 15 lb/acre hulled Bermudagrass.
However, it is perferable to seed temporary cover and seed Fescue in September.
Nurse Plants:
Between May 1 and Aug. 15 add 15 lb/acre Sudangrass or 10 lb/acre German
Millet. Before May 1, or After Aug. 15, add 40 lb/acre rye (grain).
Seeding Dates:
Best: Fall (Aug. 25 - Sep. 15), Late Winter (Feb. 15 - Mar. 21)
Possible: Fall (Aug. 20 - Oct. 25), Late Winter (Feb. 1 - Apr. 15)
Fall is best for Tall Fescue and late winter for Iespedezas. Overseeding of Kobe Lespedeza
over fall -seeded Tall Fescue is very effective. Use unhulled Bermudagrass seed in fall.
Soil Amendments:
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover or another suitable mulching
material. Anchor mulch by tacking with asphalt, roving, or netting. Netting is the pre-
ferred anchoring method on steep slopes.
Maintenance:
Inspect and repair mulch frequently. Refertilize in the second year unless
growth is fully adequate. Mow regularly to a height of 2-4 inches in
necessary areas. Other areas may be mowed once or twice a year,
but is not necessary.
REFERENCE: NORTH CAROUNA EROSION AND SEDIMENT CONTROL MANUAL
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY CABARRUS COUNTY
GIs. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM
CABARRUS COUNTY GIs.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW). aISs ■ PoP
A MAXIMUM SPACING B
-
_ =1 i_IIJII_lll_Ill_Ill- a ,_ _
A AND B ARE AT EQUAL ELEVATIONS CROSS SECTION
1•-*• MN.
1111�1I L
r MN. II IJII JH�
m"'ill 0�-13
MIS„ _ Ili
"'mom„ ti,illr� nuEM cLont
UI=INgll�ll=1" ul==llrwul1
ul= "IdH$Ill�i lln ulni_ITiyr�Ul�l_UI_UIs
PLAN
Temporary Rock Check Dam
5.1
Ref: MCLDS Standard #30.10
FILL SLOPE
Temporary Silt Ditch
5.1
Ref: MCLDS Standard #30.05
2' M17
FINISH G�DE
NATURAL GROUND
DW
IAX
MHIER
BERM
SILT FENCE
(SEE NOTE 2)
NOTE: BOTTOM WIDTH OF CHANNEL = 1.0 FT
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1% UNLESS CHECK DAMS ARE PROVIDED. MIN. HEIGHT OF CHANNEL = 2.0 FT
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
*36" MIN. SPACING TYP.
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
6" OVERLAP IN SLICE
NON-WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
WATER TABLE
J.I NOTES
1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO
MAINTAIN DIRECT CONTACT WITH THE SOIL DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE MINIMUM, MANUFACTURED PRODUCTS
MAY HAVE ADDITIONAL REQUIREMENTS THAT MUST BE MET.
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLODS,
STICKS, GRASS. MAT/BLANKETS SHALL HAVE GOOD SOIL CONTACT.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
n Embankment Matting Detail
Ref: MCLDS Standard #30.20
SEEDING:
FOR PERMANENT SEEDING FILL SLOPES STEEEPER THAN 3:1, USE HYDRAULIC SEEDING EQUIPMENT TO APPLY
SEED AND FERTILIZER, A WOOD MULCH FIBER AT 45 LB/1,000 SQ. FT., AND MULCH TACTIFER.
FOR GENTLE TO FLAT SLOPES OR TEMPORARY SEEDING, BROADCAST SEED AT THE RECOMMENDED RATE WITH
A CYCLONE SEEDER, DROP SPREADER, OR CULTIPACK SEEDER. RAKE SEED INTO THE SOIL AND LIGHTLY
PACK TO ESTABLISH GOOD CONTACT.
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE
NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS PUBLISHED NORTH CAROLINA STANDARDS
AND SHOULD BEAR AN OFFICIAL "CERTIFIED SEED" LABEL.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAY. LABELS CONTAIN IMPORTANT INFORMATION
ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS
FOR CONTENT AND NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
Lt9�97�1��9AP�IIReiylblbl�rl/_il��l_1�1�:�9��r]IR�
FOR PERMANENT SEEDING FILL SLOPES 3:1 OR GREATER:
- IN MID -SUMMER, LATE FALL, OR WINTER, APPLY 100 LB/1000 SQ. FT. GRAIN STRAW, COVER WITH
NETTING AND STAPLE TO THE SLOPE. IN SPRING OR EARLY FALL USE 45 LB/1000 SQ. FT. WOOD
FIBER
IN A HYDROSEEDER SLURRY.
FOR HIGH -MAINTENANCE VEGETATION AND TEMPORARY SEEDING:
- APPLY 90 LB/1000 SQ. FT. (4,000 LB/ACRE) GRAIN STRAW AND TACK WITH 0.1 GAL/SQ. YD.
ASPHALT (11 GAL/1000 SQ. FT.)
FOR GRASS -LINED CHANNELS:
- INSTALL RECOMMENDED EROSION CONTROL MAT IN THE CHANNEL, EXTEND UP THE CHANNEL BANKS
TO THE HIGHEST CALCULATED DEPTH OF FLOW (SEE GRASS -LINED CHANNEL DETAIL), AND SECURE
AND ANCHOR.
MAINTENANCE:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL
COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED AREAS FOR FAILURE
AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND
QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR
OVERSEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT
APPROPRIATE FOR PERMANENT SEEDING.
IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE
IS RESPONSIBLE.
FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES
REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE
FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING
MIXTURE.
FOR GENTLE SLOPES
Seeding Mixture Rate (lb/acre)_
Tall Fescue 250 (4-5 lb/1,000 sq. ft.)
Nurse Plants:
Between May 1 and Aug. 15 add 35 lb/acre German Millet.
Before May 1, or After Aug. 15, add 40 lb/acre Rye (Grain).
Seeding Dates:
Best: Aug. 25 - Oct.
Possible: Feb. - Aug.
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add
40 lb/acre rye grain.
Soil Amendments:
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover or
another suitable mulching material.
Maintenance:
Inspect and repair mulch frequently. Topdress with 10-10-10 fertilizer if
growth is not fully adequate. Mow regularly to a height of 2-4 inches.
5 -k: ,k 6iL =1kli ,k1F,E-7
IC- =LisZK• _ 51A0
FL'{-?• C-0
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5
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r
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kF,T TL SC,+LE I Yr':
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NOTES
AJCTU•%. L•%YC.L--•0 RE :=TE;1JINEC IN THE FIEL--
c, A I L'h-%-;I I::IJ I ',-K LJ -A I-%LL CI_ Iw: 1 A-LL-,
I ITIIIw 0;'rj= T•1_ T[\1P;;F{y41'
-A.CILI I Y.
r Rj �. _I-0Ir L a lr i_l I1} r'rIk 114U I I L V1JjI4.1j4 '.-1JwL::.L I L
7,!1.2110. T F.'-vIJ-IEE S+-LL RE 9Eh1.05•ED =ROh1--° SITE
:'IF THE 'r nRK rN"/-.{SP.7j:.F., %)- nR R=r.".:l F",,
!.1 •{ 4:': UE-1"E•.i'-&-} . vF•' L:11.4.L: v1J`� }.i,a l Uwp.�h1,.=
AUS=D E%' THE RE'200%_ 017 --I9 TE VPOPAF;w }ON' BETE
irA3Hf I.T F ,.^.I• I-IFr nibl 13F Fk•..KFp . =n. T=rAlPF'. �w
•: Ih_ILI�L.y (, •'ItL;Lk _I�:;:rF;l`J,
A �
II -I - - Y H
I - =1
I -
-I
I -
x � `� � I1=11_ A
I „III_I B G/
W `W
- LINING MUST BE ANCHORED CROSS SECTION VIEW
A
B /
C
CHANNELS SHALL BE LINED WITH NORTH AMERICAN GREEN
EROSION CONTROL LINING OR SYNTHETIC INDUSTRIES TURF
REINFORCEMENT MATS OR ENGINEER APPROVED EQUIVALENT.
(SEE DETAIL 8/5.3 FOR INSTALLATION SPECIFICATIONS.)
CHANNEL
TYPE
PERMANENT
LINING
REQUIRED
PERMANENT
LINING
MATERIAL
CHANNEL
HEIGHT
H (ft)
SIDE SLOPE
A
B
W
Y
X
TD-1
NO
DS75
1.00
3
3
3.50
3.50
1.0
DL-2
NO
DS75
2.00
3
3
4.00
4.00
2.0
GENERAL NOTES:
1. AREA IN AND AROUND CHANNEL SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND
ROOT MAT. COMPACT LOOSE MATERIAL IN AND AROUND CHANNEL SO THAT SURFACE WATER MAY ENTER AND
FLOW FREELY.
2. APPLY LIME, FERTILIZER, AND SEED PRIOR TO PLACEMENT OF EROSION CONTROL MATTING.
3. LAY EROSION CONTROL MATTING ON THE TOP OF THE CHANNEL AND UNROLL IT DOWN THE GRADE.
ALLOW MATTING TO LAY LOOSELY WITHOUT WRINKLES.
4. JOIN TWO STRIPS OF MATTING BY OVERLAPPING 4 INCHES AND STAPLING EVERY TWELVE INCHES ALONG
THE OVERLAP. ALONG THE UPPER EDGE OF THE CHANNEL, BURY THE MATTING IN A TRENCH NO LESS THAN
6 INCHES DEEP AND COMPACT SOIL OVERTOP OF IT.
5. STAPLE THE MATTING EVERY TWELVE INCHES ALONG THE TOP EDGES AND EVERY THREE FEET ACROSS THE
SLOPE AND ALONG THE MIDDLE. STAPLES SHOULD BE U-SHAPED AND 4 INCHES TO 6 ICHES LONG.
6. INSPECT THE CHANNEL WEEKLY OR AFTER EVERY RAINFALL EVENT UNTIL VEGETATION IS FIRMLY
ESTABLISHED. SHOULD EROSION OCCUR, REMOVE ANY SEDIMENT AND REPAIR WITH MATTING OR MULCH SO
THE DESIGNED FLOW CAPACITY OF THE CHANNEL IS NOT ALTERED OR EFFECTED.
Grass Lined Channel Detail
5.1
Ref: North American Green
=_r�is/alk�,�ar1
it .. c
y _v I_ SEI A:
A.
hCy- lr-C-*�
E-EFiH
13 Lh 4C
fr
hclin -4f,ki- ki:GUR-L'e
=AST=AE1ARCAIND � ti -DECTION 9-9
F%ITIr;- r--Rlki-Tr-v kiC--0 -sv+,..E
�171.111�
Concrete Washout
5.1
N TS
rvC-_Y 1C-b F
W1
END OF FLARED SECTION
0 % SLOPE -APRONS MUST BE FLAT
5!hDSs�C,
PLA.N
wDIT TIZ S�_,A_E
SERIA
FE 'BEL011� R41='
ax•a •a:ural
FFs'1dt
wi r I I :Y.W.L1 PLANKS
...... ,-... .. .._.._..,.._.._.. ._. 111 00 1' MIN.
II II IIP
1' MIN. 1
1 -6" FILTER FABRIC LAP
(IF NEEDED)
ELEVATION
NAIUKAL UKAUL
MINIMUM H=2/3 PIPE DIAMETER SECTION B- B
THICKNESS)
ALL RIPRAP SHALL BE CLASS B OR ENGINEER APPROVED.
APRON
D(FT)
La(FT)
W1(FT)
W2(FT)
T(FT)
D50(IN)
DMAX(IN)
H (IN)
FES-1
1.25
6.0
3.75
7.25
0.75
4.0
6.0
15.0
FES-2
2.00
9.0
6.0
8.0
0.75
4.0
6.0
24.0
FES-3
(2)1.25
9.0
7.5
11.5
.75
4.0
6.0
24.0
FES-4
1.25
6.0
3.75
7.25
1.25
6.0
9.0
15.0
* D = diameter of pipe
** d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
Riprap Apron Detail
5.1
Ref: MCLDS Standard #20.23
Firm License # P-1191
7140 Weddinton Road
Suite 140
Concord, NC 28027
Civil Site Design
Low Impact Development
Small -Scale Building Design
Telephone: [phone]
Facsimile: 704.248.7951
Seals:
\\\
N CA/�
0
` Q SEAL
=z g 032006 0 a:-`
Jj�
01-14- 2019
0
Z
<
C'_
o
-1
Z
Z
I•f1
-
Froject Number:
17-18-092
Date:
01 / 14/20 1 9
Drawn ,By: ,
EMIL
Checked By:
NRF
Revisions:
07-2G-18
ORIGINAL SUBMITTAL
0
10-23-18
PER DEVELOPER
1 2- I G-1 8
FEK TOWN Off CRANiTE QUARRY
O 1 -1 4-1 9
FEK TOWN Off CRANiTE QUARRY
L �
Sheet Title:
EROSION
CONTROL
DETAILS
Sheet No:
C�5
■
1

Pipe
InletID
From (Up)
To (Dn)
Inlet
Drainage
Area
Runoff Coeff
IncrQ
TotalRunoff
FlowRate
VelAve
Line Size
Line Length
InvertUp
InvertDn
LineSlope
Grnd/Rim
ElevUp
Grnd/Rim
Elev Dn
PIPE
CLASS
(in/hr)
(ac)
(C)
(cfs)
(cfs)
(cfs)
(ft/s)
(in)
(ft)
(ft)
(ft)
(%)
(ft)
(ft)
HEILIG ROAD BUILDING
EXP
Pi
DI1
DI1
FES1
7.26
0.56
0.30
1.22
1.22
1.22
5.40
15.00
165.00
818.00
813.00
3.00
824.00
813.00
RCP III
P2
FES1
FES1
D12
1 7.26
0.76
0.30
1.66
2.88
2.88
3.48
24.00
60.00
812.94
812.62
0.50
812.94
815.00
RCP III
P3
D12
D12
JB3A
1 7.26
0.54
0.75
2.94
5.82
5.82
4.78
24.00
96.00
811.61
810.94
0.70
815.00
819.00
RCP III
P4A
JB3A
JB3A
JB3B
7.26-
-
-
5.82
5.82
4.78
24.00
282.00
810.94
808.97
0.70
819.00
814.00
RCP III
P413
JB3B
JB3B
RISER
7.26-
-
-
5.82
5.82
6.99
24.00
23.00
808.97
808.50
2.00
814.00
813.00
RCP III
P5
RISER
RISER
FES2
7.26
1.50
-
1.03
6.85
6.85
4.99
24.00
40.00
808.50
808.22
0.70
813.00
808.22
RCP III
EX. P6
TD2
TD2
FES3
7.26
0.44
0.75
2.40
9.25
9.25
5.00
(2) 15.00
71.00
806.90
806.46
0.60
806.90
806.46
RCP III
P7
D14
I D14
JB5
1 7.26
0.44
0.90
2.87
2.87
2.87
4.59
15.00
40.00
808.00
807.60
1.00
814.00
814.75
RCP III
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2.871
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18.00
95.00
807.60
803.00
4.841
814.751
803.001
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WALLS MUST BE APPROVED BY 1
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LEGEND
SUBJECT PROPERTY BOUNDARY
EXISTING SANITARY SEWER EASMENT
EXISTING 68' DUKE POWER R/W /
.... - - EXISTING 50' DUKE POWER EASMENT
- ADJACENT PROPERTY
X X EXISTING FENCE
- PROPOSED BUILDING EXPANSION
70.a TOPOGRAPHY
PROPOSED FENCE
DRAINAGE AREA
1 I '?0
GRAPHIC SCALE 1 1 1 TOP OF POND
60 0 30 60 120 ROUGHED IN / iB00.00-
COPYRIGHT© 2019, AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS ADJACENT PROPERTIES REFERENCED FROM A SURVEY CONDUCTED BY CABARRUS COUNTY
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT GIS. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY CABARRUS COUNTY GIS.
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

V /11 YV 1 IL 1 LI \ VI - I
(SEE DETAIL ON THIS SHEET)
SAND FILTERS SF-1 PLAN VIEW
SIDE SLOPES OF SF AREA TO
BE 3:1 AND MUST BE CLEAN,
WASHED STONE TO PREVENT
CONTAMINATION OF SAND IN FILTER
820
810
DAYVAI ELEV
800
10—YR, 24—HP WATEI
2—YR, 2
1ST I
0+00
1 INCH = 10 FEET
VERTICAL GRAPHIC SCALE (PROFILE VIEW)
1 INCH = 10 FEET
10 0 5 10 20
GRAPHIC SCALE (PLAN VIEW)
30 0 15 30 60
COPYRIGHT © 2019 AMICUS PARTNERS, PLLC.
ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS
OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT
ADJACENT PROPERTIES, PROPERTY DIMENSIONS, AND COORIDINATES REFERENCED FROM
OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY
CABARRUS COUNTY GIs.
COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY
THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
SAND FILTER MEDIA
;TED. CLEAN WASHED
)SED TO PREVENT LARGE
CLOGGING THE SYSTEM.
WASHED SAND BASE OR A HARD
SURFACE SUCH AS RIVER ROCK
PERFORATED PIPE UNDERDRAIN COLLECTION SYSTEM
—III— i—III THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE
11
DO NOT COMPACT BOTTOM EQUIPPED WITH 6-INCH MINIMUM PERFORATED SCHEDULE 40
SCARIFY BOTTOM A MINIMUM OR STRONGER PVC PIPE.PERFORATIONS SHALL BE PER
OF 3-FEET AASHTO M278 FOR PVC PIPE,OR BE 3/8-INCH IN
DIAMETER SPACED 3 INCHES ON CENTER ALONG
TYPICAL SECTION 4 LONGITUDINAL ROWS THAT ARE SPACED 90° APART.
NOT TO SCALE THE PIPES SHALL HAVE A MINIMUM SLOPE OF 0.5% AND
A MAXIMUM SPACING OF 10 FEET ON CENTER.
SAND FILTRATION DETAIL
REF: CHARLOTTE- MECKLENBURG BMP DESIGN MANUAL (REVISED JULY 2013)
THE TOP OF THE SAND FILTER MEDIA MUST BE PROTECTED.
CLEAN WASHED STONE MUST BE USED TO PREVENT LARGE
FLOATABLES FROM CLOGGING THE SYSTEM.
1 +00
THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED
WITH 6-INCH MINIMUM PERFORATED SCHEDULE
40 OR STRONGER PVC PIPE.
PERFORATIONS SHALL BE PER AASHTO M278 FOR PVC PIPE, AASHTO M252
THE PIPES SHALL HAVE A MINIMUM SLOPE
OF 0.5% AND A MAXIMUM SPACING OF 10 FEET ON CENTER.
WATERTIGHT JOINT AT
RISER CONNECTION
18" REINFORCED CONCRETE PIPE (TO FES-2)
INLET INVERT ELEV. = 810.50 FT
OUTLET INVERT ELEV. = 810.00 FT
LENGTH = 40.00 FT
SLOPE = 1.25%
TRASH RACK NOTES:
EACH TRASH RACK IS TO BE CONSTRUCTED OF #3 REBAR, MUST BE
GALVANIZED PRIOR TO FINAL ASSEMBLY. OPENINGS ARE TO BE NO MORE
THAN 6" SQUARE. THE ORIFICE TRASH RACKS ARE TO BE ASSEMBLED
IN ONE PIECE, AND THE TOP TRASH RACK IS TO BE ASSEMBLED IN 4
SEPARATE PIECES AND BOLTED (NOT WELDED) FOR FINAL ASSEMBLY.
TRASH RACK SHALL HAVE A HINGED PANEL FOR WORKER ACCESS.
(SEE ABOVE DETAIL)
CONSTRUCTION GUIDELINES FOR SAND FILTRATION BASIN
SPECIFICATION/TEST METHOD
SIZE
NOTES
MATERIAL
Sand substitutions such as Diabase and
ASTM-C-144 or
Graystone #10 are not acceptable. No
ASTM-C-33 concrete sand
0.02" to 0.04"
calcium or dolomitic sand substitutions are
Sand
acceptable. No "rock dust" can be used for
sand.
Ash content < 15%,
The material must be reed -sedge humic peat,
pH range: 5.2 to 4.9,
n/a
shredded, uncompacted, uniform and clean.
Loose bulk density
(For open and sand filter only).
Peat
Underlain Gravel
blue stone, double washed, #57 stone
0.5" to 1.5"
4" min. over underdrain and max of 12" total
Must maintain 125 gpm/ft^2 flow rate. Note: a
0.08" thick
Geotextile Fabric
MIRAFI 140 OR EQUAL
4" pea gravel layer may be substituted for
equivalent opening
(if required)
geotextiles meant to "separate" sand filter
size of #80 sieve
layers.
ASTM-D-4833 (Thickness)
ASTM-D-412 (Tensile strength 1,100 lb,
Impermeable Liner
P
elongation 200 percent)
Liner to be ultraviolet -resistant. A geotextile
30 mil thickness
fabric should be used to protect the liner from
ASTM-D-624 (tear resistance - 150 lb/in)
puncture.
ASTM-D-471 (water absorption: +8 to 2%
mass)
Min. 6" perforated Scheduled 40
3/8" perf. @ 3" O/C along 4 longitudinal rows that are
Underlain Piping
AASHTO-M-278 (PVC)
or stronger PVC or double
spaced 90 degrees apart. Pipes shall have a min. slope
AASHTO-M-252 (HDPE)
wall HDPE
of 0% and max spacing of 10' O.C.
On -site testing of poured -in -place concrete
required: 28-day strength and slump test; all
Concrete (cast -in -
Fe=3,500 psi; normal weight,
concrete design (cast -in -place or pre -cast) not
place)
air -entrained; reinforced to meet ASTM-615-69
n/a
using previously approved state or local
standards requires design drawings sealed
and approved by a licensed, professional
structural engineer.
Concrete (pre -cast)
Per pre -cast concrete manafacturer
n/a
Non-rebar steel
ASTM A-36
n/a
REFERENCES: MANUAL OF STOPRMWATEPR BEST MANAGEMENT PRACTICES; NORTH CAPROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF HUNTEPSVILLE WATER QUALITY DESIGN MANUAL (JUNE 2013 EDITION)
CHARLOTTE-M ECKLENBUFG BMP DESIGN MANUAL (REVISED JULY 201 3)
ADMINISTRATION MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE (REVISED JUNE 2013)
SAND FILTER MAINTENANCE TASKS AND SCHEDULE
TASK
SCHEDULE
INSPECT BANKS AND SURROUNDING DRAINAGE AREAS
FOR EROSION AND STABILIZE IF NECESSARY
MONTHLY
STREET SWEEP PARKING LOT
QUARTERLY
TRASH REMOVAL
MONTHLY
INSPECT OUTLET FOR OBSTRUCTIONS
MONTHLY
INSPECT FOR CLOGGING
MONTHLY
INSPECT INLET GRATES
MONTHLY
SKIM SAND MEDIA
YEARLY
PUMP OIL AND GRIT FROM
SEDIMENTATION CHAMBER
YEARLY OR AT 50% FULL
REPLACE SAND MEDIA
AS NEEDED (EXPECT 3 YEARS)
GRA55ED SAND FILTER
MOW BASIN TO RECOMMENDED HEIGHT IN
ALTERNATING PATTERNS TO PREVENT COMPACTION
AND PREVENT WEED GROWTH. BAG CLIPPINGS TO
PREVENT THATCH BUILT -UP -
WEEKLY TO BI-WEEKLY DURING THE GROWIN
SEASON, AS NEEDED OTHER SEASONS
LIGHT FERTILIZING TO ESTABLISH HEALTHY ROOTS
ONLY DURING THE FIRST 2 YEARS
AERATE AND DETHATCH BASIN FLOOR
EVERY 2 YEARS
NOTE: NO SOD/GRASS IS TO BE PLACED ON TOP OF SAND FILTER. REFERENCE TO GRASS MAINTENANCE IS FOR ALL
AREAS OUTSIDE THE SAND FILTER . SAND FILTER TO BE PROTECTED WITH A CLEAN, WASHED STONE ON TOP OF SAND.
CLEANOUTS OF 6-INCH SOLID PVC MUST BE PROVIDED FOR EVERY 50 LINEAR FEET OF UNDERDRAIN, AT ALL BENDS, AND
ENDS OF THE SYSTEM FOR MAINTENANCE PURPOSES. THE TOP OF THE CLEANOUTS SHOULD EXTEND 6 INCHES ABOVE THE TOP
OF FILTER AND HAVE A WATERTIGHT, VANDAL PROOF CAP. AT LEAST ONE CLEANOUT SHALL BE INSTALLED AS AN EMERGENCY
DRAIN THAT IS FLUSH WITH THE TOP OF FILTER AND HAVE A 6-INCH THREADED EXTENSION PIPE. THE FURTHEST CLEANOUT FROM
THE OUTLET MUST HAVE THE MINIMUM REQUIRED FILTER MEDIA DEPTH.
TOP OF RISER ELEV. - 91300 ET
CONCRETE RISER STRUCTURE
WITH 6" THICK 3,500 PSI PRE -CAST
CONCRETE RISER WALL
1 +50
DO NOT COMPACT BOTTOM
SCARIFY BOTTOM PRIOR TO
UNDERDRAIN INSTALLATION
. .00m.
■■■■■
1■■■■■■■
M■■■■■1■_
■�
■T�:!■
s-� -� .--- - ----. .
TOP VIEW
0
O
2+00
SAND FILTERS SF-1 PROFILE VIEW
5.2
�� 3.0
3'X3' REINFORCED CONCRETE
RISER (INTERIOR DIMENSIONS)
SINGLE E
ELEVATION @ CENTER OF ORIFICE = I
50-YR, 24-HP WATER SURFACE ELEVATION = 91339 ET
820
310
DATUM ELEV
800
2+50 24" REINFORCED CONCRETE PIPE (TO FES-2)
INLET INVERT ELEV. = 808.50 FT
OUTLET INVERT ELEV. = 808.22 FT
LENGTH = 40.00 FT
SLOPE = 0.70%
BAR MAT 0 12" ON CENTER
;H DIRECTION
=TE PIPE
THE RISER
3E 0-RING PIPE
HARD PIPE TO UNDERDRAIN
COLLECTION SYSTEM
5' X 5' X 1.0'
3,500 PSI CONCRETE SPREAD FOOTING
WITH (2) REBAR MATS CONSISTING OF #5 REBAR
12" ON CENTER IN EACH DIRECTION
RISER STRUCTURE DETAIL
5.2 SCALE: N.T.S.
Firm License # P-1191
7140 Weddington Road
Suite 140
Concord, NC 28027
Civil Site Design
Low Impact Development
Small Scale Building Design
Telephone: [phone]
Facsimile: 704.248.7951
Seals:
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Mvv
N CAR �° 2'/ by
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_z> 032006 0-_
GINC
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01-14- 2019
Project Number: 17-18-092
Date:, e, 0 1/ 1 4/20 1 9
Drawn ,By: , EMIL
Checked By: NRP l
Revisions:
07-2G-18 ORIGINAL SUBMITTAL
0 10-23-18 PER DEVELOPER
1 2- I G-1 8 FEK TOWN OF GRANITE QUARRY
A O 1 -1 4-1 9 FEK TOWN OF GRANITE QUARRY
Sheet Title:
SAND FILTER
SF-1
PLAN AND
DETAILS
Sheet No:
601