20051729 Ver 1_More Info Received_20170206

AFTON RIDGE II -BUILDING 1
INDEX OF SHEETS
1. COVER SHEET
C1.1 OVERALL SITE PLAN
C1.2 SITE PLAN
C2.1 PHASE I, INITIAL EROSION CONTROL AND DRAINAGE PLAN
C2.2 PHASE II, GRADING DRAINAGE AND EROSION CONTROL PLAN
C2.3 STORM DRAIN AREA PLAN
C3.1
SITE
UTILITY PLAN
C4.1
SITE
DETAILS
C4.2
SITE
DETAILS
C4.3
SITE
DETAILS
1-1.1
LANDSCAPE PLAN
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AFTON RIDGE
KANNAPOLIS, NORTH CAROLINA
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Phone: [phone]
Fax: [phone]
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LEGEND:
ACU - AIR CONDITIONING UNIT
BFP -BACK FLOW PREVENTOR
C&G - CURB & GUTTER
CB - CATCH BASIN
CGF - COMBINED GRID FACTOR
CI - CURB INLET
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
C/O - CLEAN OUT
D. B. -DEED BOOK
DI - DROP INLET
DIP - DUCTILE IRON PIPE
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EMM - EXISTING METAL MONUMENT
EN - EXISTING NAIL
EOG - EDGE OF GRAVEL
EOP - EDGE OF PAVEMENT
EU -END UNKNOWN
FC - FIRE CONNECTION
FH - FIRE HYDRANT
FV - FIRE VALVE
GM - GAS METER
GV- GAS VALVE
GW - GUY WIRE
ICV - IRRIGATION CONTROL VAL VE
LMP - LAMP POST
LP - LIGHT POLE
(M) - MEASURED
MBX - MAILBOX
M.B. -MAP BOOK
N C. G.S. - NORTH CAROLINA GEODETIC SURVEY
NIR - NEW IRON ROD
NN - NEW NAIL
O/HANG - OVERHANG
(P) - PLATTED
PB - POWER BOX
PIN - PARCEL IDENTIFICATION NUMBER
PM POWER METER
#5 WASHED STONE
6" MIN. THICK x 3' HIGH (MIN)
FLOW
GENERAL NOTES:
PERSPECTIVE VIEW
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED
TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
3. CLEANOUT PRIOR To SEDIMENT REACHING HALF of BERM
HEIGHT.
VOLUME = 3600 Fr' PER ACRE DISTURBED TO TOP OF BERM ELEVATION.
SURFACE AREA REQ'D = 435 SQ. FT. PER CFS Q10
#5 WASHED STONE
MIN 2'
MIN.
CLEANOUT ELEVATION (SEE NOTE 3)J SECTION
CLASS I RIP RAP
� FINISHED GRADE
NOT TO SCALE
Know what's below.
Call before you dig.
DIAL 811 OR 1-800-632-4949
WWW.N000C.ORG
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES
AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
Any off-site borrow and waste required for this project must come from an approved erosion control plan site, a site regulated under the
Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management. Debris from demolition activities should be
disposed of at an approved facility.
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 control 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:
PROJECT NARRATIVE: THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A 260,000
SF WAREHOUSE/OFFICE COMMERCIAL BUILDING. SEDIMENTATION CONTROL WILL PERFORMED BY
A SKIMMER BASIN IN THE EXISTING BMP2 ON THE SOUTH SIDE OF THE SITE. TEMP.SILT
FENCE, SILT DITCHES, INLET PROTECTION AND OTHER MEASURES WILL CONVEY AND CONTAIN
EROSION ON-SITE UNTIL PERMANENT GROUND COVER IS ACHIEVED AND PERMANENT STORM
DRAINAGE IS IN PLACE.
1. SET UP PRE -CONSTRUCTION CONFERENCE ON SITE WITH EROSION CONTROL
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
2. SHEET C2.1 INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN WITH
STONE OUTLETS. NEXT INSTALL SKIMMER TO EXIST. OUTLET STRUCTURE(SEE DTLS. SHT.
C4.1) AND BAFFLES AS SHOWN. NEXT REMOVE EXISTING TWIN 24"CPP. NEXT INSTALL
GRAVEL FILTER RING, NEXT INSTALL INLET PROTECTION, NEXT INSTALL TEMP. SILT
DITCH 1 & 2 WITH MATTING AND ROCK CHECK DAMS. NEXT INSTALL PERM. DITCH 1
SEED AND MULCH WITH MATTING. REMOVE 15"RCP LEAVING IN PLACE ONE SECTION OF
PIPE. CUT A TAIL DITCH TO SKIMMER BASIN/BMP FROM PIPE
3. CALL INSPECTOR FOR APPROVAL BEFORE PROCEEDING.
4. BEGIN CLEARING, AFTER CLEARING IS DONE, SEE NEXT PHASE OF EROSION CONTROL
SHEET C2.2
5. MAINTAIN EROSION CONTROL DEVICES AS SPECIFIED ON SHEET C4.1 & C4.2.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING & DESIGN MANUAL,
U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, LAND QUALITY SECTION
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, CONTRACTOR
MUST HAVE WRITTEN PERMISSION FROM THE OWNER BEFORE PROCEEDING.
CONTACT JON WILSON [phone] FOR EC MAINTENACE ISSUES
1) Ground Stabilization*
Site Area
Stabilization
Stabilization Time
Description
Time Frame
France Exceptions
• Perimeter dikes,
PHASE
swales, ditches
7 days
None
and slopes
• High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than _.1,
14 days are allowed.
7 -days for slopes
• Slopes 3:1 or
14 days
greater than 50 feet
flatter
in length
• All other areas
None
(except for
with slopes flatter
14 days
perimeters and
than 4:1
H W Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site-specific conditions that make compliance
impracticable-" (Section II.B(2)(b))
NOTE: TABLE ABOVE SUPERCEDES ALL OTHER
TIME FRAMES SPECIFIED ON PLANS
NOTE: BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER
AT 1-800-632-4949 IT'S THE LAW
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VICINITY MAP (NOT DRAWN TO SCALE)
CABARRUS COUNTY, NUMBER 2 TOWNSHIP, NC
OWNER: CK AFTON RIDGE RETAIL LLC
DEED REFERENCE: BOOK 5578, PA&E 115
TAX PIN: 4691904955
PMH -POWER MANHOLE
http://portal.nedenr.org/web/Ir/erosion ELEVATIONS BASED ON NCGS MONUMENT "DRAIN" ELEV = 676.836(NGVD29).
GRAVEL AND RIP RAP FILTER BERM BASIN (FEMA ELEVA CONVERSION- GVDON ATABASF°°NNAV°8�.
POB -POINT OF BEGINNING As a minimum, the inspections shall be performed after each of the following phases of a plan: CONVERSION- NG VD 29=NAVD88 - 3.6 FEET. SOURCE USGS SCIENTIC
PP - POWER POLE 1. Installation of perimeter erosion and sediment control measures. INVESTIGATIONS REPORT 2010-5040)
PG. - PAGE
PVC - PLASTIC PIPE 2. Installation of sediment traps/basins. -BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.
RIW -RIGHT-OF-WAY - RECORDED 3. Clearing and grubbing of existing ground cover.
R/DENUDED AREA - 19.3 AC
-THE OFF-SITE RIGHT-OF-WAY SHOWN HEREON /S FOR /LL USTRATIVE
RCP - REINFORCED CONCRETE PIPE 4. Completion of any phase of grading that requires provision of stabilization. PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE
SDMH - STORM DRAIN MANHOLESOILS : C U L L E N RIGHT-OF-WAYS SUR VEYED, AND DOES NOT CERTIFY TO THE RIGHT OF WAY
SSMH- SANITARY SEWER MANHOLE
5. Installation of measures during any phase of the project. WIDTH OF ANY ADJACENT PROPER TIES
TB - TELEPHONE BOX 6. Completion of construction or development. -AERIAL TOPOGRAPHICAL INFORMATION PROVIDE BY INDEPENDENT
TERR. - TERRACOTTA PIPE NOTE: FEMA X -SECTION STA 677 APPROX. 130' NORTH OF PROPERTY 7. Installation of stormwater retention measures. YA D K I N RIVER BASIN MAPPING CONSULTANTS, INC. JOB # IMC3972; CONTACT INFORMATION: 8037
TMH -TELEPHONE MANHOLE LINE ON CODDLE CREEK 100 YEAR FLOOD ELEVATION 613.6 CORPORATE CENTER DRIVE, SUITE 300, CHARLOTTE, NC28226 [phone].
TVB - CABLE TV BOX 8. Quarterly until the establishment of permanent ground cover is fully established.
WB - WATER BOX
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Ss - - - - - V . 650.01(IN)(N) 54" RCP 54" RCP
I \\ I \ \ \\ / /�/ // / I / / / / / / / / I / /� j�-( •�� _ - ^s s a sD sD sow �` au� - - �� _%- �� - s-� it W�� INV_6= SD sg - -L .� - -o =-_ - s - - N INV: 652.E
INV
\ \ / / / / / / / / / ♦ }-*% \ \ SSM�r� / �CB CB ICV \� INV 649.70 S " a CB '_ \ So 54 RC INV: 653.'
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I I \ \ \ I I / / '� 1 / I I I ,p �I/ \ INvys ( _ --/�---- _ - - - - -- ------ --------
I _I_ I ,� r t 1 / < / \ \ \\ /�� 640.2 _ -� - - \ Ir s�s.�(ll\ � - IN77 62rs.2 - - - - L) - - - - �nlv ,, - - - ��rro� 6s7 3G(tNM - _ -- -G
O. r� nn/ini\/ni\ O G G /
c I 1 w I / �/^-moi \ \ \ f ' � - - - � , INV: 646.97(OUT) INV: 648.01(OUT) I INV: 650.78(IN)(NE) s
I I I I I �\ �/ \ h I I o -
s \ I ' �I IN NI INV: 647.22(IN)(W) 0 I INV: 650.73(OUT) INV: 651.90(IN)(SE) �\ i
�x \ \ , ham, i i IIIT I� CB INV:651.62(OUT)
\ m a ® \ /
I I ISI
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GR: 659.53
..jGR: 643.5 INV: 650.58(OUT)
� I
INV: 0(IN) CB _ui
SDMH� 40 0 20 40 so Iso GR: 662.71NV: 628.17(OUT)B
S?, I'I ID RIM: 661.8,
�4 . INV: 652.61 (OUT) ' ' yl SO CP INV: 653.87
x EL(VERIFIED) I I III III I I GR: 662.90
I I ICB
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GEoSCIENCE
GROUP
Incorporated
500-K Clanton Road
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
www.geosciencegroup.com
NC FIRM UCENSE:F-0585(ENG)
NC FIRM UCENSE:C-279(LA)
R
PROJECT MANAGER
-
DESIGN -BY
_
APPROVED BY
-
FILE NAME
-
DRAWING SCALE
-
REV. DATE
1 NCDENR 12.14.16
PROJECT DATE
-
2 REV.STORM 1.26.17
PROJECT NUMBER
CH16.0088.CV
PHASE
TASK
PLOT DATE
1 61"SEAL
ID725

GENERAL GRADING NOTES
A. THE CONTRACTOR SHALL NOTIFY LOCAL UTILITY COMPANIES AND UTILITY LOCATOR SERVICE PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL
MEET W/ OWNER'S MAINTENANCE PERSONNEL AND OTHERS AS NECESSARY TO ASSIST IN LOCATING ALL EXISTING UTILITIES AND BELOW GRADE IMPROVEMENTS
NOT CHARTED BY THE SURVEYOR.
B. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW GRADE IMPROVEMENTS ARE APPROXIMATELY AS
SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF SUCH PRIOR TO BEGINNING
CONSTRUCTION.
C. INSTALL TEMPORARY INLET SEDIMENT TRAPS AT ALL EXISTING STORM DRAINAGE STRUCTURES ADJACENT TO OR IMMEDIATELY DOWNSTREAM OF DEMOLITION
AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM DRAINAGE SYSTEMS.
D. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING
APPURTENANCES CONNECTED TO THE SUPPLY UNE BETWEEN ANY WATER METER AND IT'S REQUIRED BACKFLOW PREVENTER. E. APPROVAL OF THIS PLAN IS
NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
F. SEE MECH.PLANS FOR LOCATION OF ROOF LEADERS. PIPE SIZE MAY BE REVISED ACCORDING TO DOWNSPOUT LOCATION. CONTACT ENGINEER AS REQUIRED.
G. RETAINING WALL DESIGN SHALL BE PREPARED BY A LICENSED NC ENGINEER. RESPONSIBILITY OF THE WALL DESIGN BY ENGINEER AND CONTRACTOR.
PROVIDE SHOP DRAWINGS FOR APPROVAL.
UPSTREAM
STIR
DOWNSTREAM
STIR
DIAMETER
INCHES
LENGTH
FT.
SLOPE
%
DRAINAGE
AREA (AC)
RUNOFF
COEFF
1. .
INLET
RUNOFF (Q)
CFS
TOTAL
FLOW
CFS
UPSTREAM
INVERT
DOWNSTREAM
INVERT
STR.#
TYPE
STIRCOVER
ELEV.
COMMENT
FT.
so
S1
15
68
1.18%°
0.58
0.80
3.26
3.26
653.00
652.20
So
CB
657.30
3.05
S1
S2
24
186
0.50%
1.45
0.80
8.15
11.42
652.00
651.07
S1
DI
656.94
2.94
S2
S3
24
194
0.80%
1.56
0.95
10.42
21.84
651.07
649.52
S2
DI
656.70
3.63
S3
S4
30
222
0.70%
2.18
0.95
1 14.56
36.39
649.52 1
647.97
S3
I DBL -CB
654.59
2.57
S4
S5
36
226
0.60%
2.34
0.95
15.63
52.02
647.97
646.61
S4
DBL -CB
654.36
3.39
S5
S6
42
226
1.35%
2.15
0-95
14-36
66.38
646.61
643.57
S5
DBL -CB
655-00
4.89
S6
S7
42
108
2.38%
0.58
0-95
3.87
70.25
643.57
641.00
S6
CB
655-20
8.13
S7
S8
42
22
0
10.00 /00.55
0-90
3.48
73.73
641.00
638.80
S7
CB
653-90
9.40
S8
S9
42
14
1.00%
-•
-
•-
73.74
616.14
616.00
S8
JB(NOTE 3)
649-00
29.36 CLASS IV O-RING RCP
S9
WALL
616.00
S10A
S10
10
38
3.03%
0.19
0.80
1.07
1.07
656.00
654.85
S10A
CB
660.00
3.17
S10
S11
10
88
4-15%
0.07
0.80
0.39
1.46
654.65
651.00
S10
CB
658-65
3.17
0.23
0.80
1.29
S11
CB
657.00
D
S20
S21
10
108
1.00%
0.15
0.80
0.84
0.84
649.30
648.22
S20
CB
653.30
3.17
521
S22
10
14
10.00%
0.55
0.90
3.48
4.32
647.00
645.60
S21
CB
653.70
5.87
S22
S23
10
20
0.50%
-
-
4.32
618.10
618.00
1 S22
I JB(NOTE3)
651.00
32.07 CLASS IV O-RING RCP
S23
WALL
620.00
1.AII Structures to be NCDOT Standards. NON-STANDARD BOXES contractor provide shop drawings. All storm drain to be RCP CL.III unless noted otherwise
2.Charlotte Rainfall Intensities =10yr- 7.03 in/hr, 25yr = 8.21, 50yr = 9.00. Inlet Runoff, Q = (C x I x A)
3.Manhole to be water tight
CABARRUS COUNTY, NUMBER 2 TOWNSHIP, NC
OWNER- CK AFTON RIDGE RETAIL LLC
DEED REFERENCE: BOOK 5578, PAUE 115
TAX PIN: 4691904955
(CONTINUE CONSTRUCTION SEQUENCE)
6. BEGIN RETAINING WALL CONSTUCTION AND STORM DRAIN DIVERTING RUNOFF INTO
PIPES PROVIDE INLET PROTECTION AS STUCTURES ARE BUILT. RE -GRADE BMP TO
FINISH GRADES AS SHOWN ON THIS SHEET SEEDING AND MULCHING WHEN FINISH
GRADES ARE ACHIEVED.
7. ALL SURFACE RUNOFF FROM THE PROPOSED DISTURBED AREAS MUST BE ROUTED
TO AN EROSION CONTROL DEVICE. AS FINISH GRADES ARE ACHIEVED INSTALL
PERMANENT GROUND COVER.
8. INSTALL CONCRETE WASH BASIN AT CONSTRUCTION ENTRANCE.
��L�J1l►trWl•�1:�i��[�]�K_]►lr>r;�iL�l�/���1:��y����yL�1�J!Zi]►��I�I��K�i/1►L�ZK��
10. UPON APPROVAL FROM INSPECTOR, REMOVE BAFFLES FROM BMP, REMOVE
SKIMMER, AND INSTALL PERMANENT BMP VEGETATION PER PLANTING DETAIL SHEET
C4.1. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES SEED AND MULCH ALL
DISTURBED AREAS
ALL DROP INLETS TO BE NCDOT 840.46 SEE DTL. SHT.C4.3
/"ACT�JALJEE�MA FRI�E I I I iI1 1 \ / � _/(TAKtN FR FIELD' RUN o \/ ---��/� /// 6�0� ---�/ �_�� -//6�,
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T ) / 1
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TEMP.STONE OUTLET / / � � \ \ � / 600 �
SD - - -� - __- TYP.SEE RETAIL / 48 / TW:, 8
11�A'"635.22 .� _ _ _ _ ' - -- - _ _ / BW- 640 1 3 P G .�
/ \� \� \ NV: 615.46(IN) 3 TYPE 3 BUFFER \ - - -- - - -- -----------------G= _ _ - - - - - �\ �( E HEADW - _ -
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// /� - 2 �\ d \ o}� �/ �° SDS= -s°- �a---sp -- sD -sv- cs\= --s�---�----s---------------------��V1� 632\ �f- y 650 50
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\ \ / / INLET PROTECTION, TYP. \� I
I / INV: 589.36(IN) I I \ RIM. 624.23 I I ,' ��
I \ I ,
INV: 9.23(OU� I \ 1 1 I } 4 I / / / / / /
I I INS 612.53(IN I , / \ . SEE DTL. SHT.C4.1 I I
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I N
\ 1 1 Ih�111 11 ��/ Ij Il11III X11 II III ° (ti / IL -
\ I I I �� I ( I x X I I (BASED ON FEMA FLOOD PANEL 4691 CROSS \ \
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II I I I I I I I I 1 1 1 I I I I I \ -1 1 ( ELEV.-613.6-3.60-610.00 + 2 FEETIq 7
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h i
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664
CONCRETE WASHOUT
I I' I I N I -- I Il III I [ `1 •�,•'' `° � � I II \� \ III 1 \ \ \ � °. °. ,� ti °� s6o
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17 /rte i */ _��" �� �p \ x- x x- x- x- x- x- x- x- x� x- x- x- x- x- x- x- x- x- x� r-�1-CCB LOWER TO 658.0) 60 X-� X- x- / I \INV: 654.55( T)
- - - _ � x EXISIX
1 \ \ �� S LET PROTECTION, TYP. c1 1 I CB - _ - - - - - - - - - - - - - - - - - - + I I 6 x / / NLET PRO TION, YP
TEMP.SILT FENCE;T T----- IL 'A / I I EE DTL. C
G� � � �L GR: 659.91 � x RFM. / J
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VARIABLE WIDTH PUBLIC R W / a INV: 650.88(IN) _ - -66i a INV: 657.05(OUT)
/ �' - GR: 658.07 59
INV: 650.08 IN ,n / INV/ 45.04(OUT) INV: 654.24 OUT 6 0 66A/ L) I
/ / / �' w i ` mss ss ss �s o ss ss ss 8" PycSS ss SS -ss ss ss ss ss s� S SS UT) IV: 650.85s(SOUT ss-s��C ss ss ss Ss Ss Ss
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/ ►.�I -ss (^ INV: 649 05(OUT) 18" R P 60" RCP 3
"IT
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qV: 657.95(OUT)of ell �+
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1 1 \ r/ INV: 650. 1 I 54" RCP
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o S' 646.$7(OUT) INV: 648.01 (OUT) I INV�650.7$(iN)(NE) - I
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IM I III INV: 650.73(OUT) 1NV:651.62(OUT) \ IL ---
INV:
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INV: 647.22
B
/--------------------
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�
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628. (ouT) B/GR: 662
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EROSION CONTROL SEQUENCE(GRADING AND DRAINAGE) (VERIFIED)
Aj\
\ \ / f ,' I I 1. AS AS AREAS ARE BROUGHT TO GRADE ADJUST AND MAINTAIN TEMP.SILT CB'
�� / / I o I GR: 662.85
//l / / `� I (o I DITCHES TO ALWAYS DRAIN TO EXISTING SLOPE DRAINS. WHEN DRY PERIODS
63 \ \ / a / / i I I INV: 652.56(IN)
ARE ALLOW, MODIFY BMP2 TO NEED FINISH GRADES AS SHOWN THIS
SHEET, AND PROVIDE PERM. SEEDING. (VERIFIED)
R\ 6 5.
INV.\ (6U 2. AS GRADES ARE ACHIEVED INSTALL STORM DRAINAGE AND INLET PROTECTION.
�( oq y PROVIDE PERMANENT GROUND COVER AS SOON AS FINISH GRADES ARE MET.
JP, \\\ `\\ X
/`O 40 0 20 40 80 160 ` CB ,''
♦ GR: 35.39 i I I 3. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND SPECIFIED ON SHEET C4.1
�' i i
, � i i 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
629.00(OUT)
629.00(OUT)' /SSVIH SCALE: 1 40
'
\
R)IN: 641.67 1 I I
MV: 635.82(IN) 1
GEoSCIENCE
GROUP
incorporated
500-K Clanton Road
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
www.geosciencegroup.com
NC FIRM UCENSE:F-0585(ENG)
NC FIRM UCENSE: C-279(LA)
PROJECT MANAGER
-
DRAWING SCALE
-
REV. DATE
1 NCDENR 12.14.16
PROJECT DATE
-
DESIGN -BY
2 REVISE BMP, RETN.WALLS AND STORM DRAINAGE 1.26.17
3 REVISE STORM AND GRADING 2.6.17
PROJECT NUMBER
CH16.0088.CV
APPROVED BY
-
PHASE I TASK
FILE NAME
-
PLOT DATE
`!\,1\11\H till If, !!1 IJ
+ • • I a 'i /1 .17 '
L _
1072GINe5
z
AFTON RIDGE II -BUILDING 1
KANNAPOLIS, NORTH CAROLINA
CHILDRESS KLEIN PROPERTIES
PHASE II, GRADING DRAINAGE
AND EROSION CONTROL PLAN
\11\
NI
I � N
I
INV: 650.*1N) 9 ia'4
n INV: 650.25(OUT)
GR:
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4
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illS I�
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C2.2

GEoSCIENCE
GROUP
Incorporated
500-K Clanton Road
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
www.geosciencegroup.com
NC FIRM UCENSE:F-0585(ENG)
NC FIRM UCENSE:C-279(LA)
DRAWING SCALE
-
REV. DATE
PROJECT DATE
—
DESIGN—BY
PROJECT NUMBER
CH16.0088.CV
APPROVED BY
—
PHASE TASK
��e�■0-
PLOT DATE
Ri
/ACTGALMA FRIf1'E
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INV: 615.38(OUT)-_-��--�___-_-
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GEoSCIENCE
GROUP
Incorporated
500-K Clanton Road
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
www.geosciencegroup.com
NC FIRM UCENSE:F-0585(ENG)
NC FIRM UCENSE:C-279(LA)
PROJECT MANAGER
-
DRAWING SCALE
-
REV. DATE
PROJECT DATE
—
DESIGN—BY
PROJECT NUMBER
CH16.0088.CV
APPROVED BY
—
PHASE TASK
��e�■0-
PLOT DATE
Ri
■
:
:gym
PROJECT MANAGER
-
DRAWING SCALE
-
REV. DATE
PROJECT DATE
—
DESIGN—BY
PROJECT NUMBER
CH16.0088.CV
APPROVED BY
—
PHASE TASK
FILE NAME
—
PLOT DATE
1
.: L
' 1472.5 ;
ifiN�i i `v�`
AFTON RIDGE II -BUILDING 1
KANNAPOLIS, NORTH CAROLINA
CHILDRESS KLEIN PROPERTIES
ih SDMH
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STORM DRAIN AREA PLAN
�eyo�
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INV
667.85
659.97(OUT)
665.89
662.37(OUT)
IC2,3

GENERAL NOTES:
1. ALL WATER MAIN AND SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH STANDARD
SPECIFICATIONS FOR WASTEWATER COLLECTION
AND WATER DISTRIBUTION FOR THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY (WSACC).
CONTRACTOR SHALL HAVE A COPY OF
THESE SPECIFICATIONS ON SITE AT ALL TIMES.
2. ALL EXISTING WATER AND SEWER MAINS ARE OWNED AND OPERATED BY THE CITY OF
KANNAPOLIS. THE SITE INSPECTOR MUST BE
CONTACTED AT LEAST 48 HOURS PRIOR TO MAKING ANY CONNECTION TO THE EXISTING SYSTEM.
3. SANITARY SEWER LATERALS AND WATER METER LOCATIONS ARE APPROXIMATE AND ARE
SUBJECT TO RELOCATION DUE TO FIELD LOCATIONS.
UNDER NO CIRCUMSTANCE WILL CLEANOUTS AND METERS BE LOCATED IN DRIVEWAYS.
4. WATER METERS SHALL MEET CITY OF KANNAPOLIS STANDARDS. CONTRACTOR IS RESPONSIBLE
FOR INSTALLING METER BOXES AND
PURCHASING METERS. CONTRACTOR SHALL COORDINATE WITH SITE INSPECTOR TO HAVE WATER
METERS DELIVERED TO THE CITY OF
KANNAPOLIS.
5. THE DEVELOPER WILL BE RESPONSIBLE FOR PAYING APPLICABLE WATER AND SEWER
CONNECTION FEES BEFORE THE FINAL PLAT CAN BE
RECORDED.
6. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES ASSURING
THAT UTILITIES ARE LOCATED PRIOR TO
COMMENCEMENT OF CONSTRUCTION. CALL NORTH CAROLINA 811 (1-800-632-4949) FOR UTILITY
LOCATING SERVICES AS REQUIRED BY LAW
PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR SEWER OVERFLOWS THAT OCCUR DUE TO ACTIVITIES
INITIATED BY THEM AND SHALL BE
RESPONSIBLE FOR, BUT NOT LIMITED TO, THE COSTS ASSOCIATED WITH PERFORMING REMEDIAL
WORK OF/FOR ENVIRONMENTAL IMPACTS AND/OR
THE PAYING OF FINES ASSESSED BY REGULATORY AGENCIES AND/OR THIRD PARTY CLAIMS.
8. UNLESS OTHERWISE NOTED, WATER MAINS SHALL HAVE A MINIMUM COVER OF 36 -INCHES.
9. BEDDING FOR THE SEWER MAINS SHOULD BE WSACC CLASS B BEDDING.
10. UNLESS OTHERWISE NOTED, WATERLINES SHALL BE PVC C900 FOR 6'-12"DIAMETER AND PVC
SDR 13.5 FOR 2'!--4" DIAMETER PER
WSACC STANDARDS.
11. UNLESS OTHERWISE NOTED, SEWER MAINS SHALL BE PVC SDR 35 PER WSACC STANDARDS.
12. LATERALS SHALL HAVE A NO -HUB CAP AND STAINLESS STEEL NO -HUB BAND AT THE CLEAN
OUT.
13. DUCTILE IRON PIPE SHALL BE REQUIRED FOR BOTH WATER AND SANITARY SEWER IF THE
FOLLOWING CLEARANCES ARE NOT MET:
• WATERLINE CROSSING UNDER SANITARY SEWER (FOR ANY CLEARANCE).
• 18 -INCH VERTICAL FOR WATERLINE INSTALLED ABOVE SEWER LINE.
• 10 -FOOT HORIZONTAL SEPARATION FOR WATERLINE PARALLEL TO SEWER LINE (OR 18 -INCH
VERTICAL SEPARATION IN SEPARATE DITCHES).
• FOR WATERLINE, 18 -INCH CLEARANCE WITH STORM DRAINS.
FOR WATERLINE, 12 -INCH CLEARANCE WITH GAS MAINS, TELEPHONE DUCTS, AND
UNDERGROUND CABLES.
FOR SANITARY SEWER, 24 -INCH CLEARANCE WITH STORM DRAINS.
14. INITIAL CONNECTION TO THE EXISTING WATER MAIN SHALL BE IN ACCORDANCE WITH THE CITY
OF KANNAPOLIS DETAIL FOR A TEMPORARY
BY-PASS CONNECTION FOR FILLING NEW WATER MAINS. THE TEMPORARY JUMPER CONNECTION
SHALL BE REMOVED AND THE WATERLINE
CONNECTED TO THE EXISTING SYSTEM ONLY AFTER THE PROPOSED SYSTEM HAS BEEN PRESSURE
TESTED, CHLORINATED AND ACCEPTED BY
THE CITY OF KANNAPOLIS. NO OTHER CONNECTIONS WILL BE ALLOWED TO THE EXISTING SYSTEM
UNTIL THE PROPOSED SYSTEM HAS BEEN
ACCEPTED.
15. NOTIFY THE CITY OF ANY WORK BEING PERFORMED ON THE WEEKENDS. NO WORK REQUIRING
TESTING OR OBSERVATION BY THE CITY WILL
BE PERMITTED WITHOUT WRITTEN PERMISSION.
16. NOISE ORDINANCE: 7:OOAM TO 9:OOPM -WEEKDAYS, 8:OOAM TO 9:OOPM WEEKENDS.
ADDITIONAL PROJECT SPECIFIC NOTES MAY BE NECESSARY.
CONTRACTOR TO COORDINATE
ELECTRICAL SERVICE SIZE
AND LOCATION WITH ELECTRIC
U TI LI TY.
NOTE: CONTRACTOR TO REFER TO
MECHANICAL PLANS FOR EXACT
LOCATION OF ALL UTILITY CONNECTION
TO BUILDING
R:\Drawings\2016 Projects\Afton Ridge bldg. 1\AFTON1.25.17.dwg, 1/27/2017 2:07:44 PM, 1:40
NOTES:
TAP AND CONNECTION FEES SHOULD BE COORDINATED WITH JEANNIE CHILDERS AT THE WATER & SEWER BILLING OFFICE
(704-933-1133).
APPLICANT WILL BE REQUIRED TO PAY ASSOCIATED WATER AND SEWER CONNECTION FEES PRIOR TO ISSUANCE OF ZONING
PERMIT.
CONTRACTOR WILL BE RESPONSIBLE INSTALLING BACKFLOW DEVICES AND FOR INSTALLATION OF METER BOXES AND ALL
CONNECTIONS TO EXISTING
WATER AND SEWER IN ACCORDANCE WITH CITY OF KANNAPOLIS STANDARDS. CONTRACTOR SHALL CONTACT THE PUBLIC
WORKS AT 704-920-4200
AT LEAST 48 HOURS PRIOR TO MAKING ANY CONNECTIONS.
CONTRATOR IS RESPONSIBLE TO COORDINATE ALL FIRE HYDRANT LOCATIONS WITH THE KANNAPOLIS FIRE DEPARTMENT
BEFORE INSTALLATION.
UPON PROJECT COMPLETION THE PUBLIC WATER UTILITY EASEMENT SHALL SHOW BEARINGS AND DISTANCES.
ALL WATER, SANITARY SEWER, GAS AND ELECTRIC SERVICE LINES ARE TO BE LAID WITH A TRACER WIRE.
SDMH - - _ _ _ _
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24"
32"
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SIZE
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DEVICE SIZE
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16"
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8"
6"
BACKFLOW PREVENTION
KANp S BY-PASS CONNECTION FOR FILLING NEW
Public Works WATER MAINS
DATE: JULY 9, 2015
W -BF -05
CABARRUS COUNTY, NUMBER 2 TOWNSHIP, NC
OWNER: CK AFTON RIDGE RETAIL LLC
DEED REFERENCE: BOOK 5578, PA&E 115
TAX PIN: 4691904955
- ELEVATIONS BASED ON NCGS MONUMENT "DRAIN" ELEV = 676.836(NGVD29)
-BROKEN LINES INDICATE PROPERTYLINES NOT SURVEYED.
-THE OFF-SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE
PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLYTO THE
RIGHT-OF-WAYS SURVEYED, AND DOES NOT CERTIFY TO THE RIGHT OF WAY
WIDTH OF ANY ADJACENT PROPERTIES.
-AERIAL TOPOGRAPHICAL INFORMATIONPROVIDE BYINDEPENDENT
MAPPING CONSULTANTS, INC. JOB # IMC3972; CONTACT INFORMATION: 8037
CORPORATE CENTER DRIVE, SUITE 300, CHARLOTTE, NC 28226 [phone].
INV: 653.90
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FOR TOP OF DE
DISTURBED ARD
POND BEYOND '
DAM, INCLUDING
DOWNSTREAM F)
AND DISTURBED
SLOPES IMMEDIE
TO THE BMP P(
FOREBAY, SEED
MARSH FARM RI
SEED MIX AT A
PER 1000 SQ.
FOR THE AREA BETWEEN
THE PLANTINGS INDICATE[
AND THE TOP OF DAM
ELEVATION AND FACE OF
RETAINING WALL FOR 801
BMP POND AND FOREBAY
SEED WITH MELLOW MARS
FARM POLLINATOR SEED
OR APPROVED EQUIVALEN
AT A RATE OF 3 LBS. PI
1000 SQ. FT.
BMP PLANTING
TOP DAM=622.5
10'
FOR THE AREA BETWEEN
THE PLANTINGS INDI 'AT
AND THE TOP OF DAM
ELEVATION AND FACE 0
RETAINING WALL FOR BOTH
BMP POND AND FOREB ,
SEED WITH MELLOW MAR H
FARM POLLINATOR SEED MIX
OR APPROVED EQUIVALE
AT A RATE OF 3 LBS. 7R
1000 SQ. FT.
LTA
FINISH
NA13
- SND
SLOPE
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
I
#5 WASHED g) -ON f
A� STORAGE n
AREAiA
^
0 0
STORAGEARE
o o
CATCH
BASINN.
i
FSO/
PLAN VIEW
w
#5 WASHED
z STONE Ofw
F'0* m Q �o%
12" MIN.
a CATCH
BASIN
S-4'
SECTION A -A
INLET PROTECTION
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO NC EROSION CONTROL MANUAL FOR DESIGN STANDARDS
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
PLAN
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED. o x SLOPE
OUTLET
La
W1
W2
*T
H
RIP -RAP
VELOCITY
(FPS)
REMARKS
TSDI
2
2
2%
17.3
1.1
1.6
0
4.6
USE NAG S150
TSD2
2
2
2%
17.3
1.1
1.6
0
4.6
S23
10'
10'
2'
8"
2
AVG.SIZE 6"
gg
38'
18'
4' 1
1.3
1 2
AVG.SIZE 12"
Maintenance Inspect inlets at least weekly and after each significant ('/2 inch Of greater)
rainfall event. Clear the mesh wire of any debris or other objects to provide
adequate flow for subsequent rains. Take care not to damage or undercut the
wire mesh during sediment removal. Replace stone as needed.
WIDTH AND
DEPTH TO BE DESIGNED
BERM
SILT FENCE
WHERE SHOWN
DITCH #
LEFT RIGHT
SIDE SLOPE SIDE SLOPE
CHANNEL
SLOPE
010
(CFS)
p OW
T.
DITCH
6P1
T.
V
T.
VELOCITY
(FPS)
REMARKS
TSDI
2
2
2%
17.3
1.1
1.6
0
4.6
USE NAG S150
TSD2
2
2
2%
17.3
1.1
1.6
0
4.6
USE NAG S150
PD1
3
3
2%
10.3
0.8
1.5
2
2.8
USE NAG S150
PD2
2
2
1%
3.5
0.6
1.5
2
1.7
USE NAG S150
TEMP./PERM DITCHES
Maintenance Inspect temporary diversions once a week and after every rainfall. immediately
remove sediment from the flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. when the area protected is
permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
PLANTING SCHEDULE
L
C
1 n'AA IKI
PLAN
MIN.
�,-B, 1' MIN.
FILTER FABRIC LAP
(IF NEEDED)
ELEVATION
NANRAL GRADE
RIP RAP
H �I
T (THICKNESS)
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax. MINIMUM UM H-2/3 PIPE DIAMETER OF FILTER FABRIC
SECTION B -B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
STAPLES 1/8"DIA.4"
RANDOM SPACED
12" O.C.
LINE INTERIOR AND
AROUND STRAW BALES
WITH 6 MIL. BLACK
PLASTIC
BINDING WIRE
TRAW BALE, TYP.'IJ STRAW BALE
SOIL TO SUPPORT WOOD OR METAL
PLASTIC AND PREVENT STAKING(2 PER BALE)
PUNCTURE
SECTION B -B
V-6" MIN.
�CONCRETE� NOTES:
II II 1. PLACE ON LEVEL GROUND
II WASHOUT 2. INSTALL SIGN WITHIN 30' OF
WASHOUT BASIN
3. CLEAN OUT BASIN WHEN 50% FULL
4. INSPECT BASIN MIN. ONCE A WEEK
5. INSTALL SILT FENCE AROUND
PERIMETER OF BASIN EXCLUDING THE
SIDE USED FOR ACCESS
CONCRETE WASHOUT SIGN DETAIL 6. PLACE BASIN NEAR CONSTRUCTION
ENTRANCE
CONCRETE WASHOUT DETAIL
NOT TO SCALE
YM. PLANTED AREA QTY. BOTANICAL NAME
COMMON NAME
ROOT/CONTAINER
SPACING REMARKS
AREA
< 10 AC.
(ACRES)
Late winter: February 15 - April 15
MIN.
SEEDING
LENGTH TO
2:1
SA U S C RNUUS
LIZARD TAIL
2" PLUG OR EQUIV. CONTAINER
2 FT OC SEE NOTE BELOW FOR AVAIL.
PW 1038 SF 526 PONTEDERIA CORDATA
PICKERELWEED
2" PLUG OR EQUIV. CONTAINER
3 FT. OC
I
C
2" PLUG OR EQUIV. CONTAINER
24" OC, STAGGERED ROWS
SL 1502 SF 621 SAGITTARIA LATIFOLIA
ARROWHEAD, DUCK POTATO
2" PLUG OR EQUIV. CONTAINER
24" OC, STAGGERED ROWS
fertilizer.
325
SURFACE
(SQ. Fr,
AREA
PER CFS
REQUIRED
Q10)
moo
w
** QUANTITIES ARE FOR CONVENIENCE ONLY, CONTRACTOR IS RESPONSIBLE FOR ACTUAL PLANT MATERIAL SHOWN ON PLANS.
NOTE: LANDSCAPE CONTRACTOR SHALL ESTABLISH QUANTITIES BASED ON ACTUAL AREA TO BE PLANTED AND PLANT SPACING INDICATED ABOVE.
PROVIDE START-UP MAINTENANCE FOR PLANTINGS, INCLUDING TEMPORARY IRRIGATION OR HAND WATERING, UNTIL PLANTS ARE ROOTED AND GROWTH IS ESTABLISHED.
PLANTS ARE AVAILABLE FROM MELLOW MARSH FARM, SILER CITY, NC [phone] WWW.MELLOWMARSHFARM.COM
I I EXTENSION
SIDESLOPES 2.5:1
2
1 6'VEGETATED SHELF
EX.CONTROL STRUCTURE,SEE DETAIL SEDIMENT DEPTH AROUND MAIN POOL
INDICATOR SEE PLANTING PLAN
6:1 SLOPE
2 -- --------------- TEMPORARY POOL ELEV=618.62 FOREBAY
1NORMAL POOL=617.50 \
BOTT.SHELF: 617 TOP S1 EELF:618
TEMP SKIMMER MAX.STORAGE = 615.00 2
SEE DTL.THIS SHEET 2 1
1
PERM.BOTTOM ELEV.=614
SKIMMER.INV=613.5(BORE)
PERM.BOTTOM ELEV.=613
SEDIMENT STORAGE GRADE TO 613.5
GRADE TO 612.5
PROP.THROAT
ELEV=621.50
EXIST.36"RCP
EX.THROAT::�kr
ELEV=617.3.3 L
3"PVC \
NEW.3"ORIFICE ELEV: 617.50
WATER SURFACE 3"ORIFICE ELEV: 617.50 O
EX.18"SLUICE GATE
INV.=613.61
MODIFY BMP #2
NOT TO SCALE
NOTES:
1. EXISTING TRASH RACK TO BE REUSED
2. SLUICE GATE VALVE STEM TO BE EXTENTED
3. RAISIING OF EXISTING OUTLET STRUCTURE TO
BE DESIGNED BY LICENSED PE WITH SHOP
DRAWINGS SUBMITTED PRIOR TO CONSTRUCTION
4. SKIMMER ORIFICE TO BE GROUNTED IN AT JOB
FINISH WITH NON -SHRINK GROUT.
5. AN AS -BUILT SURVEY OF THE BMP AND THE
OUTLET STRUCTURE TO BE PROVIDED TO THE
ENGINEER AND APPROVED BY NCDENR AND CITY
OF KANNAPOLIS
30"WEIR ELEV.619.40 TYP.
EXIST. 4'X4'(INSIDE) CONCRETE
OUTLET STRUCTURE
/ 1
I I EX.36" RCP
EX.INV.613.28 /
MODIFY PRE -CAST DETENTION OUTLET PRE -CAST DETENTION OUTLET STRUCTURE(BMPM
NOT TO SCALE
W)
EXIST. 4'X4'(INSIDE) CONCRETE
OUTLET STRUCTURE AND HOOD(RE-USE
EX.THROAT
ELEV=617.33
3"ORIFICE ELEV: 616.16 \
3"ORIFICE ELEV: 616.16 0
/ 1
I EX.36"RCP
I
18"SLUICE GATE EX.INV.613. /
INV.=613.61
AS -BUILT PRE -CAST DETENTION OUTLET PRE -CAST DETENTION OUTLET STRUCTURE(BMPM
NOT TO SCALE
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
disturbed areas within 21 calendar days after
AREA
< 10 AC.
(ACRES)
Late winter: February 15 - April 15
MIN.
SEEDING
LENGTH TO
2:1
WIDTH RATIO
15 lbs/acre hulled Bermudagrass
MAX.
imbalance is responsible.
LENGTH TO
6:1
WIDTH RATIO
tall fescue is very effective.
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
lbs/acre limestone and 1000 lbs/acre 10-10-10
DISTURBED)
fertilizer.
325
SURFACE
(SQ. Fr,
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
INFLOW
STRUCTUR
PLAN
NOTE: A7 of
STRUCTURAL STONE SHALL BE CLASS "B"STONE
FOR EROSION CONTROL PURPOSES POST
SEDIMENT CONTROL STONE SHALL BE
NO. 57 STONE SILT FENCE SILT FENCE
kWA
HARDWARE
CLOTH
HARDWARE CLOTH BETWEEN POSTS
HARDWARE CLOTH AND SILT FENCE A-
TO BE BURIED MINIMUN OF 1' TOP VIEW
SEDIMENT SILT FENCE POST HARDWARE SILT
CONTROL & POST CLOTH FENCE
STONE LLLLLLLLLL L LLLLLLL
2•J 1 LLLLLLLLLL LLLLLLLLLL
LLLLLLLLLL LLLLLLLLLL
Oy, 2 LLLLLLLLLL LLLLLLLLL
1� MAX LLLLLLLLL LLLLLLLLL
`STRUCTURAL
�1 1STONE 18"MIN.
SECTION "A -A" FRONT VIEW
STONE OUTLET DETAIL
STONE OTLETS SHOULD BE PLACED IN THE LOW-LYING AREAS OF SILT FENCING, BASED ON FIELD CONDITIONS
MAINTENANCE: FRESHEN STONE WHEN SEDIMENT ACCUULATION IS 6 INCHES OR AS NEEDED
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
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).
CLASS B RIP
i
III_I=111_gl�ll-qlq- MAXIMUM SPACING _ B
-
izi =111_III_III_II1=111=III= = I_
III=111=111_111_ 111_111_
A AND B ARE AT EQUAL ELEVATIONS CROSS SECTION
TEMPORARY ROCK CHECK DAM
l'-6" MIN.
MONE
Maintenance Inspect baffles at least once aweek and after each rainfall. Make any required
repairs immediately.
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse,
tear, decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half full, to provide adequate
storage volume for the next rain and to reduce pressure on the baffles.
Take care to avoid damaging the baffles during cleanout, and replace if damaged
during cleanout operations. Sediment depth should never exceed half the
designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits, bring the area to grade, and
stabilize it.
-�Y_taY •���
1'1'1'1'1
AVERAGE = AREA*
WIDTH LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERII
Z0
FILTER Fi
BANKMENT
S
NOTES:
1. REFER TO
NCESCPDM SECTION
#6.64 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
DATA BLOCK NOT TO SCALE
BASIN DRAINAGE DENUDEDBASIN VOLUME I BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKIMMER
AREA AREA QIo REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE
(ACRES) (ACRES) (CUBIC Fr.) (CUBIC FT.) (SQ Fr.) (SQ Fr.) H/2 I DIAMETER DIAMETER
BMP2 15.4BMP2 15.4 1�s�2�71473 17583 32530 2.s 5 s VARIES NA NA 6" 3"17583 32530 2.5 5 5 VARIES NA NA 6„ 3"
SKIMMER SEDIMENT BASIN
GENTLE SLOPES STEEP SLOPES
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre Sericea lespedeza
(unscarified after August 15)
10 lbs/acre Kobe lespedeza
disturbed areas within 21 calendar days after
FALL: August 25 - October
FALL: August 25 - October 15
SEEDING
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 lbs/acre hulled Bermudagrass
15 lbs/acre hulled Bermudagrass
imbalance is responsible.
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
same season, if possible.
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
lbs/acre limestone and 1000 lbs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10-10
through 6.11 v).
fertilizer.
fertilizer.
NOTE 1
40 lbs/acre of German millet
80 lbs/acre of tall fesue
Ground Cover-- Protective cover must be established on all
disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
SEEDING
Graded slopes and fills --Protective cover must be established on all graded slopes and fills within 21 calendar days after
a phase of grading is completed
or has temporarily ceased.
SEEDING
SCHEDULE
Maintenance Generally, a stand of vegetation cannot be determined to be fully established
If vegetation fails to grow, soil must be tested to determine ifacidity or nutrient
until soil cover has been maintained for one full year from planting. Inspect
imbalance is responsible.
seeded areas for failure and make necessary repairs and reseedings within the
hydroseeding.
same season, if possible.
Fertilization -On the typical disturbed site, full establishment usually
Reseeding -If a stand has inadequate cover, re-evaluate choice of plant
requires refeelili canon in the second growing season, Fine turf requires
materials and quantities of lime and fertilizer. Re-establish Lhe stand after
annual maintenance fertilization (Table 6.126). Use soil tests if possible or
seedbed preparation or over -seed the stand. consider seeding temporary,
follow the guidelines given for the specific seeding mixture. (Tables 6.l 1c
annual species if the time of year is not appropriate for permanent seeding
through 6.11 v).
(Practice 6. 10, Temporary Seeding).
z
Maintenance: Check sedimentbasin safter eachrainfall.Remove sediment andrestore original
volume when sediment accumulates to about one-half the design volume.
Sediment should be placed above the basin and adequately stabilized.
Check the structure for erosion, piping, and rock displacement weekly and
after each significant (1,h inch or greater) rainstorm and repair immediately.
Remove the structure and any unstable sediment immediately after the
construction site has been permanently stabilized. Smooth the basin site to
blend with the surrounding area and stabilize. All water and sediment should
be removed from the basin prior to dam removal. Sediment should be placed
in designated disposal areas and not allowed to flow into streams or drainage
ways during structure removal.
Maintenance Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the sktmnier.
Repair the baffles if they are damaged. Re -anchor the baffles if water is
flowing underneath or around them.
If the skimmer isclogged with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and down and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged-, if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement, Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
IAX
NTER
SEEDING
MIXTURE
40 lbs/acre of German millet
80 lbs/acre of tall fesue
120 lbs/acre Rye (grain)
80 lbs/acre tall fesue
p
V
May 1 - August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
�T CLO
ULQ
�
`y
add 50 lbs/acre of annual Kobe lespedeza.
J
Apply 4000 lbs/acre straw or equivalent
Apply 4000 lbs/acre straw or equivalent
a
m
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil tests, or 2000
Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS
lbs/acre limestone and 750 lbs/acre 10-10-10
lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer.
fertilizer.
SEEDING SCHEDULE
(SEASONAL)
Maintenance Reseed and mulch areas where seedling emergence is poor, or where erosion
ocean, as soon as possible. Do not mow. Protect from traffic as much as
possible.
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2'-0" X 2'-0"
CONCRETE
PROTECTOR^ RING
NOTE:
1. USE PROTECTION RING IN SHOULDER OF ROAD.
YPE
PER
ON
E
E
SANITARY
SEWER MAIN
(UNDER)
J ZM
10'-0"
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
VALVE WITH HANDWHEEL
MIN
DMIN
OPERATOR SHUT OFF
MIN
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
SANITARY
DEBRIS AND STONES.
VALVE #2
\
U
CRUSHED ROCK, PEA GRAVEL COARSE
SEWER
3.
SOIL
WATER
AGGREGATE SIZE NUMBER 57. EMBEDMENT
MAIN
WATER MAIN
6"
_
MATERIAL SHALL BE PLACED IN LAYERS NOT
WHEN REQUIRED
(OVER)
24" INTO SOLID GROUND.
MAIN
MORE THAN 6" DEEP AND COMPACTED AS
=Zn
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OF
CT-
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WATER 00 WF
MAIN MF
SANITARY
SEWER I 10'-0" I `-SANITARY
MAIN MIN ' SEWER
MAIN
2'-0"
- I _III -1107- -
-1 11- = 11-T
_I r�_111
IIII I I- m z_ z
WATER I SANITARY
MAIN I I I1 _ (OVER) SEWER MAIN
Iki -
-I 11= I I SANITARY DUCTILE IRON
SEWER WATER MAIN
MAIN
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER MAIN, BUT WITH LESS THAN 18"
CLEARANCE, OR WHEN THE SANITARY SEWER MAIN IS ABOVE THE WATER MAIN, BOTH THE
WATER MAIN AND THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON
PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL
DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE OF
THE CROSSING.
RELATION OF
WSACC VALVE BOX INSTALLATION WSACC WATER MAINS TO
WATER AND SEWER AUTHORITY WATER AND SEWER AUTHORITY SANITARY SEWER MAINS
R VISION DATE BY CHKD OF CABARRUS COUNTY REVISION DATE BY CHKD OF CABARRUS COUNTY
NO. FILE NAME: W1.0 DATE: 8/06 NO. FILE NAME: W3•0 DATE: 8/06
1-3
DISTANCE VARIES
EXPANSION HANDWHEEL
MUELLER #H-14234, OR
McDONALD 714-2EHG 5/8" x 3/4" HERSEY 420
(OR APPROVED EQUAL) COMPOSITE PD METER W/ NICOR
SOUTHEASTERN MB -17 METER BOX W/ SOLID LID, OR CONNECTOR AND MI. NODE AMI
NICOR
DFW PLASTICS DFW37C-SBSM METER BOX & LID MODULE
(OR APPROVED EQUAL) (TO BE DEELL IVERREDEDTO THE CITY).
CONNECTOR
METER STOP
MUELLER #8-24278N W/
#H -15426N (INSTA-TITE), OR
FORD #BA96-323W W/ LOCK WINGS
(OR APPROVED EQUAL)
1" TEE : FORD #T666 -444 -NL, OR METER
McDONALD #74760-33 1" WITH IN-LINE
LOCKABLE BALL VALVE, OR THREADED OUTLET W/CAP
MUELLER #H-15158
AND 1" PLUG (SEE W -WS -01C FOR DETAILS 3 4" x 12" BRASS NIPPLE TO
TEE TO BE LOCATED BEHIND SIDEWALK %� ,, EXTEND BEYOND BOX
POLYETHEYLENE WATER
SERVICE PIPE �A��AA' ��` % ���`� FORD #HS91 -323 OR
(IPS)(SDR-7) 200 PSI6" OF #57 WASHED STONE MUELLER #H -14247-A
STRAIGHT CHECK VALVE
1" PIPE FORD #Y502 YOKE OR
MUELLER #H-5020 YOKE
1" x 3/4" REDUCER
MUELLER H -15404-N NOTES:
45" 1. WATER METER TO BE SET DIRECTLY IN FRONT OF
RIGHT-OF-WAY
CORPORATION STOP 2. CONNECTION TO EXISTING PLUMBING SHALL BE
THE RESPONSIBILITY OF THE HOME OWNER
IN MUELLER #B -25005N (INSTA-TITE), OR 3. #12 PLASTIC COATED SOLID COPPER WIRE SHALL
MUELLER #B -25009N (110 COMPRESSION), OR BE TAPED TO TOP OF POLYETHEYLENE PIPE
FORD #F600 W/ COMPRESSION FITTING 4. METER SHALL READ IN GALLONS
SERVICE SADDLES
2" MAIN -DRESSER #194
6" AND LARGER -
FORD # F202 W/ DOUBLE STRAPS,
OR MUELLER SADDLE W/ DOUBLE STRAPS,
OR SMITH BLAIR #313 W/ DOUBLE STRAPS
-61
DOMESTIC WATER SERVICE
WATER ETER CONNECTION ITH
KANNAP IS 14' TEE FOR nIRRIGATION CONNECTION
Public WOYkS�� DATE: SEPT 27 2016
W -WS -01A
4'-0" MAX. SPACING
(TYPICAL)
TABLE OF EMBEDMENT
DEPTHS BELOW PIPE
NOTES:
=
J ZM
WIRE FENCING
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
VALVE WITH HANDWHEEL
COMPACTED FINELY DIVIDED MATERIAL FREE FROM
DMIN
OPERATOR SHUT OFF
MIN
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
INLET ZONE 25%
DEBRIS AND STONES.
VALVE #2
\
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CRUSHED ROCK, PEA GRAVEL COARSE
H
3.
SOIL
ROCK
AGGREGATE SIZE NUMBER 57. EMBEDMENT
27" & SMALLER
6"
6"
_
MATERIAL SHALL BE PLACED IN LAYERS NOT
WHEN REQUIRED
OUTLET ZONE 15%
24" INTO SOLID GROUND.
INSTALLATIONS.
MORE THAN 6" DEEP AND COMPACTED AS
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30" TO 60"
6"
9"
SPECIFIED.
w p
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66" & LARGER
6"
12"
4.
REFER TO SPECIFICATIONS FOR GEOTECHNICAL
F0
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
J
7. HANE) PI A(.Fn FMRFnMFNT GHAI I RF
=
J ZM
WIRE FENCING
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
VALVE WITH HANDWHEEL
COMPACTED FINELY DIVIDED MATERIAL FREE FROM
Y =��
OPERATOR SHUT OFF
=
J Zrn
INLET ZONE 25%
DEBRIS AND STONES.
VALVE #2
\
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Y
H
3.
EMBEDMENT ABOVE THE TOP OF THE PIPE SHALL
W
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REINFORCING STEEL
O
BE AN UNCOMPACTED LAYER FOR ALL
_
Z
WHEN REQUIRED
OUTLET ZONE 15%
24" INTO SOLID GROUND.
INSTALLATIONS.
v Y
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1 1/4 Bc
o
STAY SPACING.
n
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00 0
": Z
Bc+ 8" MIN
0?
4.
REFER TO SPECIFICATIONS FOR GEOTECHNICAL
F0
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
J
��
W
FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS
W
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
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
FOR TRENCHES IN FINE SOILS EXTENDING BELOW
WIRE FENCE.
CLAS D
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
CLASS C
AREAS.
GROUNDWATER LEVEL.
Z
EMBEDMENTS FOR MAINS
°
3. MINIMUM BAFFLE SPACING IS 10'.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
Z
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
REVISION
DATE BY CHKD
w
NOT TO SCALE
FILE NAME: WS 1.0 DATE: 8/06
NO.
5.
TRENCH OUTLINES DO NOT INDICATE ACTUAL
o
ENCASEMENT
TRENCH EXCAVATION SHAPE, SOIL CONDITIONS,
w
4. THE FLOOR OF THE BASIN IN THE
MAY BE
OR PRESENCE OF SHEETING LEFT IN PLACE.
PLACED TO
EMBEDMENT MATERIAL SHALL EXTEND THE FULL
w
o
FULL
WIDTH OF THE ACTUAL TRENCH EXCAVATION.
TRENCH
I
SEEDEDIMMEDIATELY AFTER THE BASIN
WIDTH
CLASS A
S
ARCH ENCASEMENT
LEGEND
_ _j
ZM
Bc
OUTSIDE DIAMETER OF PIPE
H
COVER ABOVE TOP OF PIPE
w U
p
D
NOMINAL PIPE SIZE
m
�coz
a
EMBEDMENT BELOW PIPE (SEE TABLE)
HAND PLACED EMBEDMENT
Z
Li
o
GRANULAR EMBEDMENT
Li
m
Li
o
CONCRETE
CLASS B
=
J ZM
WIRE FENCING
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
VALVE WITH HANDWHEEL
Z
Y =��
OPERATOR SHUT OFF
=
J Zrn
INLET ZONE 25%
U 0
\�O
VALVE #2
\
U
w =-
Y
H
m
SEE NOTE 5
W
��I--
U p
Q \c0
T
X\
O
OF SURFACE AREA
1. DRIVE 5' STEEL POST AT LEAST
Z
Z
OUTLET ZONE 15%
24" INTO SOLID GROUND.
CONNECTOR. (READ IN GALLONS)
,..,.
OF SURFACE AREA
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
UTILITY
STAY SPACING.
n
2. USE STAPLES 1' APART
12" MIN.
5. TURN SILT FENCE UP SLOPE AT ENDS.
:2
C
HORIZONTALLY AND VERTICALLY TO
F0
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
J
/.
W
o
W
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
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
X
WIRE FENCE.
CLAS D
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
CLASS C
AREAS.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
WSACC
WATER AND SEWER AUTHORITY
EMBEDMENTS FOR MAINS
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
REVISION
DATE BY CHKD
OF CABARRUS COUNTY
NOT TO SCALE
FILE NAME: WS 1.0 DATE: 8/06
NO.
SILT FENCE
2'x3'x31" DEEP CONCRETE METER
BOX & LID MANUFACTURED BY
DELLINGER (OR APPROVED EQUAL)
oOfCONCRETE FORD ANGLE
COLLAR METER VALVE
OR APPROVED
STANDARD EQUAL
z VALVE BOX
i7
1 1/2" OR 2" HERSEY 562/572 WITH NICOR
CONNECTOR AND MI NODE AMI MODULE WITH
NICOR CONNECTOR (TO BE DELIVERED TO THE
CITY).
\ SLOPE AWAY FROM
LID
IF
• - � to I-Ufa•%tr'. :..�' �!�i`�•�ii'�
NOTE:
FORD ANGLE
CHECK VALVE
OR APPROVED
EQUAL
FORD SERIES 70
COPPERSETTER W/
BYPASS BALL VALVE &
DUAL CHECK VALVE (OR
APPROVED EQUAL)
1. WATER METER TO BE SET DIRECTLY IN FRONT OF RIGHT-OF-WAY.
2. CONNECTION TO EXISTING PLUMBING SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.
3. #12 PLASTIC COATED SOLID COPPER WIRE SHALL BE TAPED TO TOP OF PLASTIC PIPE.
4. METER SHALL READ IN GALLONS.
�WATER SERVICE
>< i � rir
KAN APO 12"-2" WATER METER CONNECTION
Public Works
DATE: JULY 9, 2015
W -WS -02
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" DIA. RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
EXISTING GROUND
- t -
III -III III- =O 10 1 i
I I I-� I I II � 1= N
GENERAL NOTES:
BAFFLEI N S TA L LAT I 0 N 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE. MAINTENANCE NOTES:
Maintenance Inspect baffles at least once a Week and after each rainfall. Make any required 3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
repairs immediately. PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
Be Sure t0 maintain access to the baffles. Should the fabric Of a baffle Collapse. THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE 2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
teal, decompose. Oi become ineffective. replace It promptly. ARS' OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
p p p p y SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
Remove sediment deposits When It reaches half full, t0 provide adequate 3. SEDIMENT DEPOSITS SHOULD REMOVED WHEN DEPOSITS REACH APPR
p p � 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA HALF THE HEIGHT OF THE BARRIER.. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
storage volume for the next ram and to reduce pressure on the baffles. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
Take Care to avoid damn in the baffles durin Cleanout. and rC lace if damaged EXISTING GRADE, PREPARED AND SEEDED.
� g g P 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
during cleanout operations. Sediment depth should never exceed half the AREAS OF CONCENTRATED FLOW.
designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits. bring the area to grade, and
Stabilize it. TEMPORARY SILT FENCE
R:\Drawings\2016 Projects\Afton Ridge bldg.1\AFTON1.24.17.dwg, 1/24/2017 1:20:39 PM, 1:40
III=1I1=1I1=1I1=III -III=1I1=1I III=1I1=1I1=1I1=III -III=1I1=1I
z_ z_
STORM SEWER
00
WATER MAIN
STORM SEWER WATER MAIN
NOTE:
WHEN A WATER MAIN CROSSES OVER OR UNDER A STORM SEWER AND CONDITIONS
PREVENT THE REQUIRED 18" MIN VERTICAL SEPARATION, THE WATER MAIN SHALL
BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT
OF CROSSING.
III=III=III=III=III -III=III=1I II1=1II=III=IIITER III -111=111=11
SANITARY N STORM SEWER N
SEWER MAIN-/
JT�
STORM SEWER SANITARY
SEWER MAIN
NOTE:
WHEN A SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM SEWER AND
CONDITIONS PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, THE SANITARY
SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 10 FEET ON EACH SIDE OF
THE POINT OF CROSSING.
ate RELATION OF WATER MAINS AND
SANITARY SEWER MAINS
KANN�AP IS
Puhlic TO STORM SEWERS DATE: 16 APR 21
U -WS -01
COLLAR \
STANDARD C
VALVE BOX
GATE VALVE
KAN P I S
Public Works
REDUCED PRESSURE DETECTOR ASSEMBLY
INLET ZONE 35%
WIRE FENCING
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
VALVE WITH HANDWHEEL
OF SURFACE AREA
CHECK VALVE #1
OPERATOR SHUT OFF
VALVE WITH HANDWHEEL
CHECK
INLET ZONE 25%
OPERATOR SHUT OFF
VALVE SEE NOTE 2, 3
VALVE #2
\
I I I� I I I I-JrI I f-J�J I� IJ I �I
N111=L11 I �J1=1I
OF SURFACE AREA
-1�1LI-1
01
SEE NOTE 5
INLET ZONE 2R
GENERAL NOTES:
T
X\
O
OF SURFACE AREA
1. DRIVE 5' STEEL POST AT LEAST
iy
NODE AMI MODULE WITH NICOR
OUTLET ZONE 15%
24" INTO SOLID GROUND.
CONNECTOR. (READ IN GALLONS)
#1
OF SURFACE AREA
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
UTILITY
STAY SPACING.
n
2. USE STAPLES 1' APART
12" MIN.
5. TURN SILT FENCE UP SLOPE AT ENDS.
KANNAPOLIS CROSS CONNECTION CONTROL POLICY.
C
HORIZONTALLY AND VERTICALLY TO
F0
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
J
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
ATTACH THE FILTER FABRIC TO THE
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
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
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
X
WIRE FENCE.
THE APPROVED ASSEMBLY.
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
AREAS.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
HIGH HAZARD
FLOW1X
SILT FENCE
4. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD BE
\I
I
SEEDEDIMMEDIATELY AFTER THE BASIN
S
DATE: JULY 9, 2015
W -WS -02
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" DIA. RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
EXISTING GROUND
- t -
III -III III- =O 10 1 i
I I I-� I I II � 1= N
GENERAL NOTES:
BAFFLEI N S TA L LAT I 0 N 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE. MAINTENANCE NOTES:
Maintenance Inspect baffles at least once a Week and after each rainfall. Make any required 3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
repairs immediately. PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
Be Sure t0 maintain access to the baffles. Should the fabric Of a baffle Collapse. THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE 2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
teal, decompose. Oi become ineffective. replace It promptly. ARS' OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
p p p p y SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
Remove sediment deposits When It reaches half full, t0 provide adequate 3. SEDIMENT DEPOSITS SHOULD REMOVED WHEN DEPOSITS REACH APPR
p p � 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA HALF THE HEIGHT OF THE BARRIER.. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
storage volume for the next ram and to reduce pressure on the baffles. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
Take Care to avoid damn in the baffles durin Cleanout. and rC lace if damaged EXISTING GRADE, PREPARED AND SEEDED.
� g g P 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
during cleanout operations. Sediment depth should never exceed half the AREAS OF CONCENTRATED FLOW.
designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits. bring the area to grade, and
Stabilize it. TEMPORARY SILT FENCE
R:\Drawings\2016 Projects\Afton Ridge bldg.1\AFTON1.24.17.dwg, 1/24/2017 1:20:39 PM, 1:40
III=1I1=1I1=1I1=III -III=1I1=1I III=1I1=1I1=1I1=III -III=1I1=1I
z_ z_
STORM SEWER
00
WATER MAIN
STORM SEWER WATER MAIN
NOTE:
WHEN A WATER MAIN CROSSES OVER OR UNDER A STORM SEWER AND CONDITIONS
PREVENT THE REQUIRED 18" MIN VERTICAL SEPARATION, THE WATER MAIN SHALL
BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT
OF CROSSING.
III=III=III=III=III -III=III=1I II1=1II=III=IIITER III -111=111=11
SANITARY N STORM SEWER N
SEWER MAIN-/
JT�
STORM SEWER SANITARY
SEWER MAIN
NOTE:
WHEN A SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM SEWER AND
CONDITIONS PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, THE SANITARY
SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 10 FEET ON EACH SIDE OF
THE POINT OF CROSSING.
ate RELATION OF WATER MAINS AND
SANITARY SEWER MAINS
KANN�AP IS
Puhlic TO STORM SEWERS DATE: 16 APR 21
U -WS -01
COLLAR \
STANDARD C
VALVE BOX
GATE VALVE
KAN P I S
Public Works
REDUCED PRESSURE DETECTOR ASSEMBLY
RESILIENT SEATED GATE
WIRE FENCING
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
VALVE WITH HANDWHEEL
RESILIENT SEATED GATE
CHECK VALVE #1
OPERATOR SHUT OFF
VALVE WITH HANDWHEEL
CHECK
VALVE #2 SEE NOTE 2, 3
OPERATOR SHUT OFF
VALVE SEE NOTE 2, 3
VALVE #2
\
I I I� I I I I-JrI I f-J�J I� IJ I �I
N111=L11 I �J1=1I
#1
-1�1LI-1
01
SEE NOTE 5
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
HERSEY 420 COMPOSITE PD METER
(TYP)
O
TH NICOR CONNECTOR AND MI
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
I I I I=I I I=I I I=I I I=I I I; I I I I I I I I I I III=� III=I I �=III=I
4 THICK 3000 PSI CONCRETE SLAB. IIIIIIl II II II IIIr
IIIIIIIII F
NODE AMI MODULE WITH NICOR
TEST
- FLOW
CONNECTOR. (READ IN GALLONS)
#1
MATERIAL
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
UTILITY
STAY SPACING.
n
ENCLOSURE
12" MIN.
5. TURN SILT FENCE UP SLOPE AT ENDS.
(HOT BOX)
GROUND
)�%�\\\/\\\/� / y
4" THICK 3000 PSI
CONCRETE SLAB. SLAB
EXTEND 4" BEYOND COVER CONNECT TO
gFOyOETNPRINT OR DESIGNED FIRE LINE
PIPE MATERIAL AS SPECIFIEd GINEER. SERVICE
BY COK STANDARD
SPECIFICATIONS
NOTE:
APPROVED FIRELINE ASSEMBLIES
1• REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST
AMES 5000ss (3"-6") CONFORM TO CITY OF KANNAPOLIS SPECIFICATIONS.
2• APPROVED RP INCLUDES SHUT OFF VALVES #1 AND #2 AS
WILKINS 975ADA (2"-6") PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE
PERMITTED.
CONBRACO 40-700-E3 (3") 3. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE
(APOLLO) 40 -70A -E3 (4") (OS & Y) HAND WHEEL OPERATORS.
40 -70C -E3 4• 8"- 10" RP SHALL BE SUPPORTED AT CENTER WITH BRICK
(6") PEDESTAL.
40 -70E -E3 5 - RESTRAINED JOINTS SHALL BE WITH MEGA LUG RESTRAINTS
(g") OR APPROVED EQUAL.
40 -70G -E3 6• TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE #1
(10") AND IS PART OF THE APPROVED ASSEMBLY.
7. HOT BOX SHALL BE A 20 MIL. ORTHOTHALIC POLYESTER
FEBCO 826YD (3"-10") GELCOAT WITH ULTRA -VIOLET INHIBITORS. GELCOAT SHELL
IS BACKED WITH 1/4" CHOP -STRAND POLYRESIN BONDED
HERSEY 6CM FIBERGLASS AND LINED WITH POLYURETHANE INSULATION
8• HHEATED ENCLOSUREMIN. R FACTOR S
WATTS 909 RPDA (3"-10") ARE REQUIRED FOR ALL FIRE LINE
CONNECTIONS.
BACKFLOW PREVENTION
3"-10" REDUCED PRESSURE DETECTOR
ASSEMBLY (RPDA) F--
DISTANCE VARIES
EXPANSION HANDWHEEL
MUELLER #H-1423.4 OR
McDONALD 714-4EHG
(OR APPROVED EQUAL)
SOUTHEASTERN MB -17 METER BOX W/ SOLID LID, OR
DFW PLASTICS D1324-15-SBSM METER BOX & LID
(OR APPROVED EQUAL)
METER STOP
SPECIFY 1" MUELLER #B -24278N W/
#H -15426N (INSTA-TITE), OR
1" HERSEY 452 POSITIVE
DISPLACEMENT METER WITH NICOR
CONNECTOR AND MI. NODE AMI
MODULE WITH NICOR CONNECTOR
(TO BE DELIVERED TO THE CITY)
METER
DATE: JULY 9, 2015
W -BF -02
MUELLER #H-14259 (110 COMPRESSION), OR 'PLUG
FORD #BA96-444W W/ LOCK WINGS
(OR APPROVED EQUAL) /
1" x 12" BRASS NIPPLE TO
CORPORATION STOP\\ EXTEND BEYOND BOX
MUELLER #B -25005N (INSTA-TITE), OR �\
MUELLER #B -25009N (110 COMPRESSION), OR ����\� �\ �\ �\ �\ �\ �\ FORD #HS91-323 OR
FORD #F600 W/ COMPRESSION FITTING L6" WASHED STONE MUELLER #H-14247
STRAIGHT CHECK VALVE
FORD #Y504 YOKE OR
MUELLER #H-5040 YOKE
POLYETHEYLENE WATER SERVICE
45° PIPE (IPS)(SDR-7) 200 PSI
NOTES:
1. WATER METER TO BE SET DIRECTLY IN FRONT OF RIGHT-OF-WAY
MAIN 2. CONNECTION TO EXISTING PLUMBING SHALL BE THE RESPONSIBILITY
SERVICE SADDLES OF THE HOME OWNER.
2" MAIN -DRESSER #194 3. #12 PLASTIC COATED SOLID COPPER WIRE SHALL BE TAPED TO TOP
6" AND LARGER- OF POLYETHEYLENE PIPE
FORD # F202 W/ DOUBLE STRAPS, 4. METER SHALL READ IN GALLONS
OR MUELLER SADDLE W/ DOUBLE STRAPS,
OR SMITH BLAIR #313 W/ DOUBLE STRAPS
1 WATER SERVICE
KANS 1" WATER METER CONNECTION
Public Works O� DATE: SEPT 27 2016
ll�� W -WS -01 E
STEEL POST 8' MAX.
STEEL POST
WIRE FENCING
WIRE FENCING
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
Z FILTER FABRIC
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
a w #5 WASHED STONE
'� J
WOVEN FILTER FABRIC
w a f FLOW
FLOW
•DD
AREAS.
SUPPORT AS
TEST
I I I� I I I I-JrI I f-J�J I� IJ I �I
N111=L11 I �J1=1I
I ISI I �I I I I I- I I Imo_
ll1=llj_ I X11= I ll�l J ;- N.
-1�1LI-1
01
GENERAL NOTES:
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
a a' 1
LINE WIRES WITH 12" STAY SPACING.
< . Q...°. °.I fa a ROUND
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
I I I I=I I I=I I I=I I I=I I I; I I I I I I I I I I III=� III=I I �=III=I
4 THICK 3000 PSI CONCRETE SLAB. IIIIIIl II II II IIIr
IIIIIIIII F
THAN 30 DAYS.
SLAB TO EXTEND 4" BEYOND COVER
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
FOOTPRINT. RIGID PIPE
TYPE.
MATERIAL
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
NOTES: TO BUILDING
STAY SPACING.
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MAINTENANCE NOTES:
5. TURN SILT FENCE UP SLOPE AT ENDS.
KANNAPOLIS CROSS CONNECTION CONTROL POLICY.
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1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
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PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
APPROVED BY THE CITY OF KANNAPOLIS BACKFLOW PREVENTION
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
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
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
SHALL BE REPLACED PROMPTLY.
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
THE APPROVED ASSEMBLY.
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
AREAS.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
PREPARED AND SEEDED.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
HIGH HAZARD
TEMPORARY
SILT FENCE
PUBLIC PRIVATE
Cl NO -HUB CAP Q
GROUND
I
SS BAND
4" SCH 40 PVC
MINIMUM SLOPE 1
4" CAP
12" NIPPLE
4" COMBINATION WYE
4" SCH 40 PVC`
45' 1. TRACER WIRE CONSISTING OF #12 PLASTIC COATED SOLID WIRE
- HORIZONTAL AXIS TAPED TO THE TOP OF THE PIPE SHALL BE INSTALLED ON ALL
SANITARY SEWER MAINS AND SERVICES.
x--45' WYE 2. FOR SERVICES, TRACER WIRE SHALL BRANCH OFF AT THE WYE AND
RUN TO THE CLEAN-OUT, UP THE CLEAN-OUT AND BE SECURED
UNDER THE CAST IRON CAP. THE SERVICE CONNECTION WIRES SHALL
BE CONNECTED TO THE MAIN LINE TRACER WIRE BY SPLICE (CRIMP
STYLE) CONNECTORS.
3 THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST
MAGNESIUM ANODE
(1 LB MIN.) NEW SERVICE LATERAL
REQUIRED WHERE NO CONTINUED AS DETAILED ABOVE
TRACER WIRE IS INSTALLED
ON EXISTING SEWER MAIN SEWER
MAIN
KAN P S
Pltblic Works
EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE
WITH SPLIT BOLT CONNECTORS. WIRE NUTS SHALL NOT BE USED. A
WATER -PROOF CONNECTION IS NECESSARY TO PREVENT CORROSION.
4. SERVICE LATERALS SHALL BE INSTALLED WITH A MINIMUM OF FOUR
(4) FEET OF COVER AND A MINIMUM OF FIVE (5) FEET BELOW THE
EDGE OF PAVEMENT, UNLESS OTHERWISE APPROVED BY THE
OWNER/DEVELOPER.
5. PIPING FOR SERVICE LATERALS SHALL BE SCHEDULE 40 PVC EXCEPT
FOR LATERALS OR SECTIONS OF LATERALS THAT HAVE LESS THAN
TWELVE (12) INCHES OF COVER OR MORE THAN EIGHTEEN (18) FEET
OF COVER. THE PIPE SHALL BE DUCTILE IRON PIPE FOR THE
LATERAL OR SECTION OF LATERAL WITH LESS THAN 12 INCHES OR
MORE THAN 18 FEET OF COVER.
6. ALL PVC SERVICE LATERALS SHALL BE INSTALLED USING CLASS B
BEDDING. DIP SERVICE LATERALS SHALL USE CLASS C BEDDING.
WASTEWATER SERVICE
LATERAL CONNECTION
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
DATE: 16 APR 27
S -L-01
1/4 TURN FULL PORT
CHECK VALVE #1 '
BRONZE BALL SHUT
OFF VALVE #1. SEE
CHECK 1 4 TURN FULL PORT
VALVE #2 BRONZE BALL SHUT OFF
NOTE 5
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
10 r
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VALVE #2. SEE NOTE 5.
a ¢
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FLOW
•DD
AREAS.
SUPPORT AS
TEST
RECOMMENDED BY
COCK
#1 MANUFACTURER.
01
PORT
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
12" MIN.
a a' 1
la ° . .
< . Q...°. °.I fa a ROUND
l I I=I I=III=III I=III=I
I„III lII I ;,III- III-II�ITIII
I I I I=I I I=I I I=I I I=I I I; I I I I I I I I I I III=� III=I I �=III=I
4 THICK 3000 PSI CONCRETE SLAB. IIIIIIl II II II IIIr
IIIIIIIII F
W
SLAB TO EXTEND 4" BEYOND COVER
RIGID PIPE MATERIAL (SEE
FOOTPRINT. RIGID PIPE
NOTE 4).
MATERIAL
FROM METER &
NOTES: TO BUILDING
CUT-OFF VALVE
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1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO CITY OF
0.
KANNAPOLIS CROSS CONNECTION CONTROL POLICY.
C
2. 3/4" - 2" RP INCLUDES SHUT OFF VALVES #1 AND #2 AS PART OF THE
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ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
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3. ALL RP INSTALLATIONS SHALL BE INSTALLED IN A PROTECTIVE COVERING
APPROVED BY THE CITY OF KANNAPOLIS BACKFLOW PREVENTION
ADMINISTRATOR.
4. RIGID PIPE AND FITTINGS SHALL BE 3/4" TO 2" BRASS OR K -COPPER.
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5. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE #1 AND IS PART OF
THE APPROVED ASSEMBLY.
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6. HEATED ENCLOSURES ARE REQUIRED FOR ALL FIRE LINE CONNECTIONS.
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7. ALL BACKFLOW DEVICES SHALL BE LEAD-FREE AND BE APPROVED BY THE
UNIVERSITY OF SOUTHERN CALIFORNIA.
KA N NAPO-
L�S
Public Works-�
BACKFLOW PREVENTION
3/4"-2" REDUCED PRESSURE PRINCIPLE
ASSEMBLY (RP)
�O O HYRDANT SHALL BE INCLUDE
5" INTEGRAL STORZ PUMPER CONNECTION
0
AS REQUIRED BY
O 0 MANUFACTURER OF
FIRE HYDRANT
#7 STONE "" I
GRAVEL TO
6" ABOVE
WEEP HOLE
0 0
s4 s• DIP
•64 eo.
�80 LB BAG OF
CONCRETE
STONE PAD HYDRANT TEE
GATE VALVE -
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KAWoNAB S
Public Works
Wt
WOVEN FILTER FABRIC
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RESTRAIN WITH
ROMAC GRIPRING
OR MEGA -LUG
RESTRAINT SYSTI
6' MAX.
FIRE HYDRANT
DATE: FEB 2, 2015
W -BF -01
NOTES:
HYDRANTS SHALL HAVE 5-4" VALVE OPENING AND
SHALL CONFORM TO WSACC SPECIFICATIONS
ALL HYDRANTS SHALL BE ONE OF THE
FOLLOWING:
MUELLER - SUPER CENTURION 200
AMERICAN DARLING - MARK 73-1
AMERICAN AVK - SERIES 2780
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE. MAINTENANCE NOTES
4"
DATE: JULY 9, 2015
W -FH -01
3. TURN SILT FENCE UP SLOPE AT ENDS.
STEEL POST
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FILTER FABRIC
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DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
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FLOW y�
4"
DATE: JULY 9, 2015
W -FH -01
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
U
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
p N N 0 1 1
THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
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SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
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3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
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EXISTING GRADE, PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
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SIDEWALK (5' STD.) ¢ GENERAL NOTES: I YELLOW OR EQUAL
H o FT. VISIBILITY °
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BR° $SGOTTEA SHDC,'lUNB 0.04 (NORM ) D•oz IRORM.) LL J �,--I Z THAT A 15 F❑❑T SPACING MAY BE USED WHEN A MACHINE IS USED ❑R WHEN
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H ACCESSIBLE BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING,
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12"x6" C❑NTRACTI❑N J❑INTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR s
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SIDEWALK " TOP OF F- w�-1 ALL C❑NTRACTI❑N J❑INTS EXCEPT IN 8' X 6' MEDIAN CURB SHALL BE FILLED
O ELEVATION GDRB MIN. CURB F- RESERVED S E R V E D ,.
(p c RB o WITH JOINT SEALER, >
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m CURB .- > PARKING 90• EXPANSION J❑INTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT m� N
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TO EXCEED 33%) O a p
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5 °'°' 5.8, 5.8' S.D'' H 2 -0 CURB & GUTTER OD
*,r SIDEWALK z .6 (SEE STD, 848,01)
CO s' 4.0' 6. 8' 6. 8' s.o' Z a?o SURFACE OF GUTTER
1/8 RAD, .� x
� SEE NOTE 1 T
a TERMINATION DETAIL
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_ MAXIMUM �� N� V
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5 4.5' 10, 3' B . 7' 3.4'
5' S.o' ,o.e' 6.9' 3.1' / W f SIGN R7 8D OI O « o
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W � m��
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H B=DISTANCE FROM FRONT EDGE OF SIDEWALK r ^ o o a o x `'`
TO BACK POINT OF 12:1 {8.33D) SLOPE. �' 2 0 U 0 3 Z Z
+� * BACK OF SIDEWALK DROP REQUIRED FOR ALL ca THIS PORTION OF RAMP [-{ .3 TYPICAL BOLLARD DETAIL
SIDEWALK SLOPES. CROSSWALK LIMITS. , TRANSVERSE EXPANSION JOINT
NOT TO SCALE
_n "* BACK OF SIDEWALK DROP REQUIRED FOR w SEE NOTE 1 (SEE NOTE LIMITS.
SEE NOTE t
O SIDEWALK SLOPES 0.04. Z
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' PLAN VIEW IN CURB AND GUTTER 1 SURFACE COURSES -9.58)
SEE NOTES
DUAL RAMPS 2, 1z & i7
RADII
(40° MIN. /F DOR WIDTH) NOT TO SCALE 2"INTERMEDIATE COURSE(1-19.013)
FINISHED GRADE 000
ROADWAY ROADWAY (SEE STD. NO 50.10A NOTE 1)
PLAN SYMBOL PLAN SYMBOL
PLAN VIEW CCFR CR 8" CRUSHED AGGREGATE BASE COURSE
SHEET 1 OF 3 DIAGONAL RAMP
. MAX. 25' RADII CURB CUT FOR FOR PROPOSED SHEET 1 OF 3 M • • • •
848.OS (N07 PERMISSIBLE0"MIN FFLOOROR W CONSTRUCTION] FUTURE RAMP WHEELCHAIR RAMP • • • • 4 •
848.05 COMPACTED SU B GR AD E
- - .._ --------- -- -- - -- - - --- - - u.._ _ . - -- (95% STANDARD PROCTOR)
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(1.6" TO 2.4") ! 1/2" R 6" 12"
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STANDARD HEAVY DUTY PAVEMENT SECTION CD O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0
N NOT TO SCALE Z � W
(1.6"TO 2.4") SUPPLEMENTAL PARKING SIGN Q
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
7" 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O cfl _j � 1 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v
00000000000000000000000 18'+ 2"SURFACE COURSES -9.58)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Op Op Op Op I Q 100 M
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W
00000000000000000000000 6CRUSHED AGGREGATE BASE COURSE
O O O O 18 CURB AND GUTTER .,
NOT TO SCALE ��\�\\\\��\COMPACTED SUBGRADE 0 z
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TRUNCATED DOME PLAN VIEW ��0/\//\//\//\//\//\//\//\//\//\//\� (95% STANDARD PROCTOR)
NOTES: TRUNCATED DOME SPACING 12 �\\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\
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1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS. 1 STANDARD LIGHT DUTY PAVEMENT SECTION -
3. C�
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.//•��
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. NOT TO SCALE lJ /
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. I I
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS. � __j
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE. 6 ' 5'M I N . 6 ' O (�
8. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. 0 0.2"
EXPANSION JOINT (8'-10' O.C.) z W
TRUNCATED DOME SECTION
Z IN. 1" DEPTH Q/
� ; . 4000 P.S.I. CONCRETE 0
w 6"x6" W2.OxW2.0 W.W.F. REINFORCING Z �
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(ALTERNATE BID)
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1/8" RADIUS I�9 9 (95% STANDARD PROCTOR)
o I FRAM GRATE ° HOOD z 3/4"
REINFORCED CONCRETE DETAIL
�•�j '-- E 00 0� SEE STD. NO. 840.03 SON I RADIUS
.�� 8" A a" E GENERAL NOTES: F�0> G,( �Q 1/8" RADIUS
OPTIONAL MANHOLE ALL EXPOSED CORNERS TO BE CHAMFERED 1". °Z IA~ Z V-011
0' GENERAL NOTES: << 2"
9D /� < cn O BACK OF CURB E-�s NOT TO SCALE
�. 0 w Ytt g' C CLASS "B" CONCRETE TO BE USED. z � c; > 0 MORTAR JOINTS LQ" TO Yg" THICK. fZ-I� C7 U'•
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MORTAR JOINTS It" f 1$" THICK. w a0 aOa Ill z -) X CLASS "B" CONCRETE 70 B£ USED THROUGHOUT. L1. J r•1 \\\\`���N()II++t1ra
Z --I_> _ OO +--i -( D _ - THE POURING OF FLOOR SLAB T° BE ACCQMPLI9HED BY FORMING. O t!J= - v a v \�`\� �.' •, , f
{.__ _ ; - __ _+ ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED. + 1
O (y 1 %( ' , X t LC = O > M DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. W < Z LI. N n n v .�
.� ;; Y! 1 A r a D �� D FORMS ARE TO BE USED FOR THE CONSTRUCTION OF w d < U- � -r9 >
2 `°' O O ANI,
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(,,,, = O -{ a" ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STO. NO. 840.6$. F- Z N T - '� Com••
"�:•"+t--.'Ti p o 1 Y� LL JUMBO BRICK WILL BE PERMITTED, CONCRETE BRICK OR 4° 1"- z W I -I O r A - - - - - MIN, USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. O F-• d d L
0 O y -p y+- A .y^i , SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK, O H W ® J +� �►-1 a3 = g�� JUM80 BRICK WILL SE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE LLu"� JI� -a . S D O a v d t I �, y a _ FOR 8`-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8`•0" IN o o cn �. •"r D MIN. BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. a 4 d v d NOT TO SCALE ti 072rJ
• �%' y+ HEIGHT, USE 12" WALL TO W-0" FROM TOP OF WALL, AND 8" WALL +"'+ D > - - - - n o. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE.1-4d
-�, \\ _ FOR THE REMAINING W-0". DIMENSIONS AND QUANTITIES TO BE F- H H AS SHOWN ON STD. N0. 840.00. X1.1 v
;- - -- - _ ADJUSTED ACCORDINGLY. a- ca O FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE + ru © XP AN SI ON JOINT (4'-6' 0. C.) % +1/
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8'-0 . QUANTITES TO BE ADJUSTED ACCORDINGLY. A�
Y"- M C ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
-^--�, - FRAME GRATE AND D �'�1L� \�\\
PLAN SEE STANDARD 840.54 #SPACED 6„ ALL JUNCTION BOXES OVER 3'-6" IN DEPTH SNAIL BE PROVIDED PLAN X SEE STD.NO. 840.03 STEPS -STD. N0. 840.68 w ° ' 2 3000 P.S.I. CONCRETE
- - FOR MANHOLE COVER & FRAME WITH STEPS 1'4' ON CENTERS. STEPS SHALL BE IN ACCORDANCE 1'-0" STEPS STD. NO. 840.68 .a
N A
C. TO C.
OPTIONAL WITH STD. N0. 840.88. • °'
BRICK MAY BE USED TO ADJUST THE STEEL CONCRETE AND BRICK MASONRY QUANTITIES
ADJUST FRAME & COVER TO INCLUDE THE AtSDITiON OF THE MANHOLE {I.£. DIAGONAL BARS 8" _ 6"
TO SURFACE ELEVATION MAX. 1' SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE g
8" o _ , HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
-
m HEADER m 8 A 1'- 6" MOUNTABLE CURB AND GUTTER COMPACTED SU BGR ADE
�. R ES Cj z �• " MIN. MIN. MIN. O \\i\\i\\i\\i\\i\\i\\i\\..... i\\i. (95% STANDARD PROCTOR)
Tai Li MIN.LL
W r lv _ W ,� W .� MIN. A E --I E --i 'Z
OUTLET PIPE O j aD "_ 1-I TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY
p z O� N Pq= I _ ° y N W CONCRETE SIDEWALK DETAIL
x a : n I g„ e„ G 3 Q THE APPROPRIATE CITY ENGINEERING DEPT.
n .. , E OR F 11 z Z 4-4 O o- - o MIN. D MIN, a LL
+ O -u -i A 1 - B + 16"-,r �i p O °" ' � � D 6r, D cr NOT TO SCALE
-•••) c_
INLET 6' p,,_ -•_ SECTION
OUTLET ELEVATION C -C OR D -D H -1 m C SECTION Y -Y n
0) SECTION X - X ¢ cn '� 7° M6" <
1Sj t ® DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES p ® -� }� 'A CJ END ELEVATION
SEE STANDARD 840.54 F 1 OC - _
FOR. MANHOLE COVER &FRAME DIMENSIONS OF BOX AND PIPE COVER CUBIC YARDS Z (� O a" WHERE 30" TO 36" PIPE IS USED
/f- REINFORCEMENT DEDUCTIONS FOR ONE 0 � � � O < F NOT TO SCALE
`G PIPE SPAN WIDTH HEIGHT BARS DIMENSIONS CONIC. BRICK MASONRY PIPE CU.YDS. SECTION J "J )
e-1 T BRICK MAY BE USED TO O ® H D SIDE ELEVATION
� ADJUST FRAME s COVER BASE & MIN. WALL PER •� �` ° E -^I SECTION M -M - V
M TO SURFACE ELEVATION MAX. ,' D A B H N0. LENGTH E F COVER HEIGHT FT. HT. C.S. B.C. cv „ r (A H m ° ° 1 WHERE 42" TO 54" PIPE IS USED = f"t 04 MOUNTABLE C U R B
M O ® g" CU. YD, CU. YD, CU. YD. - O H •- 1*i ° �° o CO = '-
M x 14" X 8" EXP. JOINT 12" 2'-0" 2'.0- 2'-3" 12 3'_11„ 3'-4" W-4" 0.412 0.591 0.263 0.020 0.032 Jic :� Z J m
is" 2' 0° 2' 0„ 2'-6" 12 3'•1" 3'-4" 3'-4" 0,412 0.667 0.263 0.031 0.047 O �"'• O J tr J C7
31 t/q)r 8rr 98 2'-4" 2'-4" d _9" 14 3'•5" 3'•a" 3'-S" 0.498 0.814 0.296 0.044 0.065 7D B M L! M W
24" 3 0' 3'•0" 3'-3" 16 4'-1" 4'-4" 4'-4" 0.695 1.178 0.362 0.078 0.113 v I I A ,
30" 3'-4" 3'•4" 3'-9" 116 4'-8 4'-8" 4'-8" 01807 1.481 0.396 0.122 0.170
36" 4'-0" " 4`-0" 4'-3" 20 6`-," W-4" 6'•4" 1.053 1,959 0.461 0.176 0.238 L• I < a ,
a n r VIEW WHEN 6" X 6" CURB I I GENERAL NOTES
42" 4'-8 4'-8" 4'-9" 22 5'-9' 6'-0' 6'-0" 1.333 2.503 0.527. 0.240 0.323 [[
- IS USED IN PLACE OF H000 I I �,- O flly, ,;y� i=f;:. * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS:
-- 46" 5'-0" 5' 4' S'-3" 24 $'•, ' 6:-4" a`-4" 1.486 2.840 Q.560 0.313 0.422 C '[�:.
54" 5 a W.",5'-9" 26 $'-7' 8'•10" W-10" 9.729 3.502 0.609 0.396 0.535 v v'. v 840.04 840.05 840.14 840.15 840.31 840.32 840.34 F <
H Z O• I �I, I , , , , , , ,
MEET. 1 OF 9 _ GO" 6'-0" s' 0 6'-3" 28 7'-1' 7'-4" -7'-4" 1.992 4.113 0.658 0.499 0.660 .SHEET 1 OF 1 HEE7 1 OF 2 SHEET 1 OF 2 Cn 00 6" � 840.35, 840.36 AND 840.41. Z F- _ Q
E U
S CTION Y
}/ 66" $' 6'° 6'-6" B'•s" 30 7'-7" 7 -to" 7'•9 > I --I 1 MIN. * Lr
0' 223 7 ,7 1
. 7 a. 7S o oa o.5s o,79s
PLAN L H
�4Q " � ��, •�•�% : S4O.O1 PAN $Q,Q 01 r O T � � CLR. (TYP) INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE � J 0 �
M0 _ D SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. 0 0 = Z
1" MIN. * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. cr
_-n>>M CLR.(TYP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 Lu<QLL
O= I ' I
:17WELDED WIRE FABRIC (WWF). Q W
M Z Z H - _n v WWF WLAP4 #5 REBARS @12" * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB T015' -O". _ ~ Z W
S OLL 0
� O v !7 H WWF fi" ON- CENTERS (HORIZ. * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD crc) J Q
-I EXPANSION JOINTS z 0 = Z O <
<• m H TO FABRIC) 4 X 4 8 1926.704. O cnCC
H Z << 3 H o GENERAL NOTES: H O > v * Z H
7Dcn O B" E� 4'-6" 4'-6" F- o� I � > ' & VERT. H ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
> H O M Z p� = U < . y ALL DROP INLETS OVER T-6" IN DEPTH TO BE PROVIDED WITH STEPS +- < > (USE '8
H C7 F1 Z ¢ v .. v DRAINAGE UNLESS ALLOWED BY DETAIL IN PLANS. CV LL_
H
T- p TIS cn 6' �{ 6" LL_ J O H �p U O �-I 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66. Q � . LARGER r
M Z = •-1 #4 BARS V' _ STD. 840.03 FRAME O 0 a = z y H O F. it „ z = O O PRECAST ALL ELEMENTS TO MEET ASTM C913 . 0
H > @ EQUAL SPACES GRATE &HOOD O r 'n O CLASS B CONCRETE TO BE USED. ,, C7 v STRUCTURES ui
L70�n� 1Y2" iJ�" WQzL� mz =� ALL MORTAR JOINTS ARE 12" t i/g" a-Ja'"z Z v TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE r 0
=000 3" f1T1TN1T0oj)no 2 CD L70�(y� X X FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O�z l'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
WLII111111 uu F- U O envLLJ
z 1 1 u n \ rmNUUnOOpp _ ~ z w s -n Z > m BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO I- U Q 0 = PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
• OOH EMS i� OPLL OJ =Cn50 f =- -- -� TRAFFIC. Q � H PLAN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
c) aD - ¢OF1�( z� _v _n L 1- = Z: Lu
��D R " - w R �+ - w 6'-0" O (npE 001 1 JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLID CONCRETE CO1-LI OJ 6 L OR W 6 * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
> gci �o Z '-' n �z T BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. �0"< THE SAME MIN. AREA OF STEEL IS PROVIDED.
>� a - a PLAN �> --1> - O cn� MIN. MIN.
00fAN a� •'•'� CURB AND GUTTERVJITHCAPLANINONSTEEPGRADES Wp �D{ -, IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD z .> * SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
xQ TO BASE AS SHOWN ON STANDARD 840.00.
raci
J ' , „ IL STANDARD SPECIFICATIONS.
Z mm [] O O FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12' , L1.1
.r 10 d w TOP ELEVATION $„ z pp WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING W-0". ,- [� #4 REBARS @ LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
EXPANSION JOINT -/QUANTITIES TO BE ADJUSTED ACCORDINGLY. fTt #4 REBARS @ ;: 6" CENTERS oD
TO 6'-0" X W-0 . U)
ab
USE ON FLAT GRADES 2%1 AND UNDER Y �� Z 6" CENTERS "' EACH WAY = * 0
PLAN O THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE LL ujQ
n Fr -I LOCATEDEACH YIN ~ SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER 0
S� 3'-G"I - - - ' WITH COPING REMOVED Cn CENTER THIRD IS GREATER. C3 W
EXPANSION JOINT m I DEPRESSED GUTTER LINE a TYPICAL PRECAST Z
I H = * ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
PLAN OF TOP SLAB SECTION S -S �- 3' 6" BRICK COPING 2'-s" H OF WALL I• -I F"
�"� RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
cc D. 840.1e Z DWG. 840.34 FOR MANHOLE INSTALLATION. Q
Z ELEVATION O rn FRAME AND GRATE >
W NORMAL CURB AND GUTTER ON LIGHT GRADES IL Z 0 v� O m > Q
0 N av H ! m 0 0 Z H
(..� = TOP ELEVATION NORMAL GUTTER LINE z1-4 N 1 w fn - - - - - z W W D > PRECAST RISER PLAN H
N O 811 E #8 „W" BARS 8 < Q a N O ~
�j #4 BAR 8' EXPANSION JOINT a" A a" � J H I"I 0 2 #5 BARS EACH SIDE 0 Q uj
#4 BARS "V" g" USE ON GRADES OVER 2� Q m d. ,� > 8 B 8 Z
v Cd3 EQUAL SPACES - a - -_ - H a Z 0 OF OPENING FULL SPAN _ 6" L' 6" Z W
Z[ CA> - C> I Q M C D 1" MIN. CLEAR IO MIN. MIN. m Q
r 'v 70 o = o.
i o' I 1o'MAx I L_\s'_o' QI-� o�� QO _ 1 MIN. CLR. Z
(JI n O EXPANSION JOINT I I o a W n I a_ H I 'L' OR 'W' + 2 WALLS �r = I�„I I"I
DEPRESSED GUTTER LINE - = C I Q
= v #4 BARS "U" L
6".I Q V O _ I Q m !7 SEEPS
ELEVATION F- F*1 H +- .� I r; - v ' v • H LL
W D co Y CN Z> O (� #4 REBARS w p J LL
M y SECTION R -R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES (� CN r• `� U m I ¢ 6" CENTERS 4X4 W4xW4 J 0' 0' C7 Q D
(/1 H 2 H m ift zSECTION X -X D = H r > O I 3 r o WWF (LAP WWF m �' • v �' z
N z U) -1 0 SECTION Y -Y H m N , I• 6" ONTO FABRIC) p H p:. .. .� �` p w
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, N, WITH NO RISER)*
cc v•' v•' 'v• H
Z O J m DIMENSIONS AND QUANTITIES J
T DIMENSIONS OF BOX AND PIPE TME SLAB CU.YDS. CONIC. IN BOX BRICK MASONRY DEDUCTIONS O `h DIMENSIONS OF BOX &PIPE CONC. TOTAL BRICK MASONRY C7 I Q X v v v •.
DEDUCTIONS FOR • ' �' 0'
077 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BAFIS-U BARS -V BARS -W TOTAL TOP BOTTOM TOTAL STICK MSIR. BRICK AND ONE PIPE Z M PIPE SPAN WIDTH HEIGHT IN BASE ONE PIPE z I 2 #5 BARS @ a' •. > Q •�• •4' •�' ••
D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB CONIC. INIMLLS CONCRETE C.N. R. 0. W PER FT. BRICK MIN. w OPENING 1" #5 REBARS 12'r :: �• ' v' • P• ' o ' P•
D
12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.281 0.291 0.883 1.164 0.020 0.042 D A B H CU. YDS. HEIGHT COPING H C. S. R. C. CLEAR (SEE NOTES) CENTERS , • •' � •. �p �, • �p �, • C4.3
15" 3'-0" 2'-2" 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047 v • v
12" 3-0 2-0 2-8 0.287 0.313 0.037 0.871 °.020 0.°32
18" 9'-0" 2'-2" 3'-3" 0.281 0.241 1.043 1.324 0.044 0.065 3'-0" 2'-0" 2'-8" LOCATE OPENING z v• v•
24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121 15" 3'•0" 0.267 0.313 1 0.037 0.976 0.031 0.047 i AS REQUIRED TYPICAL SECTION •' °• °' •'• °' •• °••• •o'
30" 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.808 2.217 0.122 0.184 18" 3'-5" 0.287 0.313 0.037 1.108 0.044 0,065 TOP SLAB
24" 4'-0" 0.267 0.313 0.037 1.289 0,078 0.113 (SEE NOTES) _ Z
38" 3'-0" 2'-2" 3'-10" 4'-9" V-8" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261 30 3'-0" 2'-0" 4'-3" 0.267 0,313 0.037 1.367 0.122 0.170 SHEET 1 OF 1 6" 'L' 6" TYPICAL SECTION (D SHEET 1 OF 1
42" 9'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371
48" 3'-0" 2'-2" 5'-0" 5'-9" 2'_0" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 41 0.173 0.410 0.583 2.4,5 2.998 0.313 0.477 840.46 MI" PLAN TOP SLAB MIN. OF BASE UNIT ISOMETRIC VIEW $40.46
SHEET 2 OF 2 54" W-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-6" 4 3'-0" 8 3'-3" 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET 1 OF i SHEET 1 OF 1
SHEET 2 OF 2 840.15
840.01 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.01 840.15
R:\Drawings\2016 Projects\Afton Ridge bldg. 1\AFTON1.24.17.dwg, 1/24/2017 1:41:13 PM, 1:40

SHADE TREE
ORN. TREE
LARGE SHRUB
SHADE TREE
SMALL SHRUB
ORN. TREE
ORN. TREE
LARGE SHRUB
SHADE TREE
SHADE TREE
ORN. TREE
PLANTING SCHEDULE
SYM.
QTY.
BOTANICAL NAME
COMMON NAME
ROOT/CONTAINER
CALIPER/HEIGHT
PROJECT NUMBER
CH16.0088.CV
BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D.C.
2.
ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE LOOSE, OPEN PLANTS.
AE
SEE PLAN
ULMUS PARVIFOLIA 'ALLEE'
'ALLEE' LACEBARK ELM
B & B
2"-2.5" CAL, 10'-12'
TM
SEE PLAN
ACER BUERGERANUM 'AERYN' (ABMTF)
'AERYN' (ABMTF) TRIDENT MAPLE
B & B
2" CAL, MIN 8'
MULTI -TRUNK SPECIMENS
NPH
SEE PLAN
ILEX CORNUTA 'NEEDLEPOINT'
NEEDLEPOINT HOLLY
B & B OR CONT.
MIN. 24" TALL
SO
SEE PLAN
QUERCUS SHUMARDII
SHUMARD OAK
B & B
2"-2.5" CAL, 10'-12'
OLL
SEE PLAN
PRUNUS LAUROCERASUS 'OTTO LUYKEN'
OTTO LUYKEN LAUREL
B & B OR CONT.
MIN. 18"-24" TALL/WIDE
SB
SEE PLAN
AMELANCHIER X 'AUTUMN BRILLANCE'
'AUTUMN BRILLANCE' SERVICEBERRY
B & B
2"-2.5" CAL, 10'-12'
AH
SEE PLAN
ILEX OPACA 'GREENLEAF'
'GREENLEAF' AMERICAN HOLLY
B & B
2"-2.5" CAL, 10'-12'
WM
SEE PLAN
MYRICA CERIFERA
SOUTHERN WAX MYRTLE
B & B
MIN. 36" TALL
Wp
SEE PLAN
QUERCUS PHELLOS 'HIGHTOWER'
'HIGHTOWER' WILLOW OAK
B & B
MIN. 2.5" CAL MIN 10'
FM
SEE PLAN
ACER SACCHARUM FLORIDANUM
FLORIDA MAPLE
B & B
2"-2.5" CAL, 10'-12'
SBD
SEE PLAN
AMELANCHIER X 'PRINCESS DIANA"
'PRINCESS DIANA" SERVICEBERRY
B & B
2"-2.5" CAL, 10'-12'
BC
SEE PLAN
TAXODIUM DISTICHUM 'SHAWNEE BRAVE'
'SHAWNEE BRAVE' BALD CYPRESS
B & B
2"-2.5" CAL, 10'-12'
OF S E OR NUBS DOCUMENTATION
DRAWING SCALE
-
PLANTING NOTES:
1 REV.NOTE 2.6.17
1.
ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN THE AMERICAN STANDARDS FOR NURSERY STOCK
PROJECT NUMBER
CH16.0088.CV
BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D.C.
2.
ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE LOOSE, OPEN PLANTS.
FILE NAME
-
PLOT DATE
THE CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL MATERIALS WHICH DO NOT
MEET THESE REQUIREMENTS.
3.
ALL PLANTING BEDS SHALL BE MULCHED WITH 3" THICK COMPOSTED/MILLED PINE BARK.
4.
ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, AND INJURIES.
5.
ALL PLANT BEDS SHALL HAVE A 4" V -CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED.
6.
CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS FROM THE DATE OF FINAL ACCEPTANCE
BY THE LANDSCAPE ARCHITECT.
7.
THE SPECIES, VARIETIES, AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILL BE PERMITTED ONLY UPON
WRITTEN APPLICATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT, AND WHEN APPROVAL BY SAID LANDSCAPE
ARCHITECT IS IN WRITING.
8.
SYMBOLS: B&B = BALLED AND BURLAPPED; O.C. = ON CENTER; GAL. = GALLON CONTAINER, M.S. = MULTI -STEM; HT. = HEIGHT,
CAL. = CALIPER.
9.
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON THE PLANTING PLAN. IF ANY
DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN, THE
CONTRACTOR SHALL PROVIDE ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED, THE
CONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND THESE PLANTINGS SHALL BE INCLUDED
IN THE CONTRACTOR'S INITIAL BID.
10.
SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 8" OF
SOIL THROUGHOUT SHRUB BEDS.
11.
THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER IN WRITING OF ALL SOIL CONDITIONS
THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST BE ASSURED.
12.
FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING SOIL
30' WIDE TYPE 3 PERIMETER BUFFER YARD
AND PLANTING TREES.
REQUIRED PLANTING PER 100 LF OF BUFFER:
13.
REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL/PLANTING MIX -OR- UNCOMPACT AND AMEND TOP 18" OF EXISTING SOIL
TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES. (WITHIN ENTIRE MINIMUM AREA OF 200 SQ. FT. PER TREE)
1 SHADE TREE, 2 ORNAMENTAL TREES AND 9 MEDIUM/LARGE SHRUBS
ALL TREES WILL BE PLANTED IN AMENDED SOILS IF EXISTING SUITABLE TOPSOIL HAS BEEN REMOVED.
ONE (1) ORNAMENTAL TREE MAY BE SUBSTITUTED FOR FOUR (4) SHRUBS
14.
ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT.
ONE (1) SHADE TREE MAY BE SUBSTITUTED FOR FOUR (4) SHRUBS
REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
RESULTING PLANTING PER 100 LF OF BUFFER WITH SUBSTITUTIONS:
2 SHADE TREES, 3 ORNAMENTAL TREES AND 1 MEDIUM/LARGE SHRUB
15.
ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH TREE PLANTING DETAIL, SHEET C4.2
16.
UTILITY OR LIGHT POLES ARE NOT ALLOWED WITHIN PARKING ISLANDS/CONTAINING TREES.
Y FOR ALL PLANTS SOURCED
I j ACTUAL FEMA FRINGE I LANDSCAPE CONTRACTOR SHALL PROVIDE BILL AL Jc_
I (TAKEN FROM FIELD RUN FRED MOTLEY FOR THIS PROJECT AS A REQUIRED SUBMITTAL TO VERIFY THAT/THE PLANTS USED IN THIS PLANTING ARE TRUE TO
THE SPECIES, SIZE AND CULTIVAR/SELECTION SPECIFIED. ANY�-TREE OR PLANT FOUND TO BE OTHER THAN THE
II �_ TOPO PER LOMBIN IN)SPECIFIC CULTIVAR/SELECTION SPECIFIED SHALL BE REMOVED AND REPLACED WITH THE CORRECT CULTIVAR/SELECTION
COF CREEK
D 13.
2 0'7 , P G . 14 5 (ZONED R E) AT THE CONTRACTOR'S EXPENSE. /
-�- - - ( DK/
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BED FOR ALL SHRUB
PLA NG A S (T
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82'UNDISTupBE 4.15.2.2) i ' I i �'� ,' /
(REF.UDO I I I I �' ' SO SO SO SO SO
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/ SO
CAALCULAT1 250=$%i ° ° ° o ° °
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EX.SD 1 3l I ° \
j RIM: 624.2
I INV: 612.53lI
I INV: 609.23(OUT) I // ,�ID
'
I I EX.Outlet Structure
TOP: 617.33 I / ,' SO
I I Inv. In (3" Orifice) 616.16 I / / ,'� C3 �' so
f
I
I- I (18" G t) 613 61
5' WIDE PREPARED
`MULCHED PLANTING
BED FOR ALL SHRUB
PLANTING AREAS (TYP)
0
0
m
NOTES:
1. ALL REQUIRED TREES MUST HAVE SINGLE STEM TRUNKS WITH NO
CO -DOMINANT TRUNKS OR BRANCHES. TREE TRUNKS SHALL BE
STRAIGHT IN FORM AND FREE OF DAMAGE OR CRACKS. PRUNING CUTS
SHALL BE CALLUSED OVER. BRANCH LENGTH SHALL BE TYPICAL FOR
THE TREES AGE AND NOT BE BROKEN, DISEASED OR INJURED. ROOT
FLARE SHALL BE LOCATED AT GRADE AND BE FREE FROM EXCESSIVE
ADVENTITIOUS ROOT GROWTH.
2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY
AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT.
REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
3. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24"
NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING SOIL TO
MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES WITHIN ENTIRE
MINIMUM AREA OF 200 SQUARE FEET PER TREE.
4. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE
OVERHEAD DISTRIBUTION OR TRANSMISSION LINES.
5. SITE LIGHTING MUST BE A MINIMUM TWENTY (20) FEET AWAY FROM ANY
TREE.
6. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES.
PLANT MIN. 10' FROM ALL UNDERGROUND UTILITIES (GAS, WATER,
PHONE, AND ELECTRICAL LINES.)
JACO PROPERTIES, INC.
DB- 2123, PG. 235
Is - • flm
[g7l(IM On
M!F 649.3
3
ALONG TRUCK PARKING
AREA, EDGE OF 5'
PLANTING BED IS 10' FROM
BACK OF CURB (TYP)
85
G�
V</
GpFi SC,O P
�O
O "90
SITE 1 `�
�P
VICINITY MAP (NOT DRAWN TO SCALE)
CABARRUS COUNTY, NUMBER 2 TOWNSHIP, NC
OWNER: CK AFTON RIDGE RETAIL LLC
DEED REFERENCE: BOOK 5578, PAGE 115
TAX PIN: 4691904955
- ELEVATIONS BASED ON NCGS MONUMENT "DRAIN" ELEV = 6 76.836(NG VD29).
-BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.
-THE OFF-SITE RIGHT-OF-WAY SHO WN HEREON IS FOR ILLUSTRATIVE
PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE
RIGHT-OF-WAYS SURVEYED, AND DOES NOT CERTIFY TO THE RIGHT OF WAY
WIDTH OF ANYADJA CENT PROPERTIES.
-AERIAL TOPOGRAPHICAL INFORMA TION PRO VIDE BY INDEPENDENT
MAPPING CONSULTANTS, INC. JOB # IMC3972; CONTACT INFORMATION: 8037
CORPORATE CENTER DRIVE, SUITE 300, CHARLOTTE, NC 28226 [phone].
° SO
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I I I Inv. Out 613.28 I // �' ' I I I I
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1 N I o �� I UBLIC 9 9 9 9 I I I o0
I I INV: 609.17 I h ,' S , 1 9
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I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I PRP I
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I I I N o 7 I <�� • / 2'BOC \ - - I NOTES: " TIL.
1 q I I
I ; SO 18' 18' I S I I I
I I N \ 1 SEE BMP PLANTING DETAIL ON SHEET C4.1 I 18' o I 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
N m j \v' LANDSCAPE CONTRACTOR SHALL PROVIDE, PLANT I 2 00 I 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. W I I
N 0 ::E 1 AND MAINTAIN ALL BMP PLANTINGS, UNTIL PLANTS I OLL ®30"OC. I I
I ARE ESTABLISHED AND GROWTH IS EVIDENT. BMP 1 I I ° 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
Y
Pm PLANTING INCLUDES THE SPECIAL RIPARIAN AND I I BC REQUEST OF ARBORIST. I I I
1 a, I I • POLLINATOR SEED BLENDS FOR DISTURBED AREAS i NPH ® '0. I I 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
w
LEGAL MANNER.
w OM I I OF THE BMP AS SPECIFIED ON SHEET .C4.1. I I �I
0 N m I 1� I PROVIDE DOCUMENTATION OF SEED MIX, I / - - I 5 I I
I I I . RESEED UNMULCHED, DISTURBED AREAS.
I _j z I USED AS STATED IN PLANTING NOTE 17 ABOVE. I SO
o I i II \ 1 ° / I SBD
CATEGORY 1 BUILDING YARD (TYP. ALONG ENTIRE BLDG. FACADE)
(CD ZONING, NOT VISIBLE FROM INTERSTATE OR STATE HIGHWAY)
MINIMUM REQUIRED WIDTH=6'
- PROVIDED WIDTH=21'
I I I SO I i TOTAL 3 BUILDING ENTRANCES 0 5' WIDTH=15'
N 1 I BUILDING YARD LENGTH=257'-15' BLDG. ENTRANCES --
242'
1 • I I 1
AE POINTS REQUIRED= 242'x0.4=97
I I I I
LCPREPARED i I I TM' MINIMUM ORNAMENTAL TREES REQ
UIRED=8
ORNAMENTAL TREES PROVIDED=8
MULCHED PLANTING
MINIMUM SMALL OR MEDIUM EVERGREEN SHRUBS REQUIRED=64
I N I I I 1 BED FOR ALL SHRUB I -I-; - SMALL EVERGREEN SHRUBS PROVIDED=82
I i PLANTING AREAS (TYP) TOTAL POINTS PROVIDED=82(1) + 8(6)=130
1 SO° A I SB
I I
I CATEGORY 1 BUILDING YARD (TYP. ALONG ENTIRE BLDG. FACADE)
1 II I I \ \ (CD ZONING, NOT VISIBLE FROM INTERSTATE OR STATE HIGHWAY)
1 I I I I Ld MINIMUM REQUIRED WIDTH=6'
I I �_ SBD OLL 030"OC.
I I I I I- LL PROVIDED WIDTH=6'
I TOTAL 11 BUILDING ENTRANCES ® 5' WIDTH=55'
I I i N i S I I BUILDING YARD LENGTH=995'-55' BLDG. ENTRANCES=940'
I 1170 7 10 o z I I IBC I POINTS REQUIRED=940'x0.4=376
I
I I Im m I I MINIMUM ORNAMENTAL TREES REQUIRED=32
I I 1 D I X I I ORNAMENTAL TREES PROVIDED=32
MINIMUM SMALL OR MEDIUM EVERGREEN SHRUBS REQUIRED=251
N I I m
I N I I I i I SMALL EVERGREEN SHRUBS PROVIDED=257
TOTAL POINTS PROVIDED=257(1) + 32(6)=449
I I I 1 N I SOo 1°
S
3/4' NYLON STRAP -
ROOT CROWN TO
BE AT FINISH GRADE
4' HIGH / 6- WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALLL
3 - 1'.2"08' WOOD STAKES
WITH CENTERED 3/8' HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE
SUP KNOT WITH STOP KNOT.
6' LARGER THAN TREE DIAMETER
a KEEP MULCH AWAY FROM
TRUNK 1' TO 2'
-4' MAXIMUM LAYER OF MULCH
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
AND ANY NAILS/PoNS• ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' i6' 24" 16"
3" 14-16' 18 32' 21"
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
FINISH GRADE
I I I I
I ICD
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WI I I I
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471,341 S(
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1 *t_ i _- / 1 1 I OLL 0 30"OC. OLL 0 30"OC. OLL0 30"OC. OLL 0 30"OC. OLL 0 30"'OC. OLL 030"OC. OLL ® 30"OC. OLL 0 30"OC. OLL 0 30"OC. OLL 0 30"OC.
I I I I iCLi '1 I SBD
I 1 N I I I N I 1IQ
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I SO ` o o o - - o o `. o o 0 0 0 - o `C - - - -
I I o 0 0 0 o 0 0 - - ti+ o o 0 0 0 0 ` 0 0 0 o o �, o o o dr
I I SB TM TM SB SBD TM SBD SB SB SBD TM TM SBD SB TM B TM liul SBD SB 1M SBD TM TM SB TM BD TM SB TM
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WIDE/PREPARED \ \I
MULCHED PLANTING
/GAS SERVIll
/ Y / V �� WITH NAT.GAS.
I 1 SO \ BED FOR ALL SHRUB \ A / / / / A
NPH ®5'O.C. NPH ®5'O.C.
A V / � PLANKING AREAS (TYP) (XXX)NPH ®5'O.C. ' / � / / � \ v
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EX -WO WO I I / \ o E/Xo WO y EX o WO \ % WO / EX -W o \ ° °
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\\\ "s / \` ' ��\\ ' / / \ \- �ov> Q >v°_ , , -_ Vi=a- - - - - - - - GLEN AFTON BLVD.lop - -
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EX -Wo j / / / �y/��-�-- SS SS ss -ss -s! o SS SS SS SS SS SS SS SS -SS -ss -ss -ss -SS SS vii -SS SS SS SS SS SSS SS SS -SS -ss -R; '
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GEQSCIENCE
GROUP
Incorporated
500-K Clanton Road
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
www.geosciencegroup.com
NC FIRM LICENSE: F-0585(ENG)
NC FIRM LICENSE: C-279(LA)
9
SS SS leSS SS -
\ I \ I /� i •,\ �� /_ j �/ SS = 9B s SD SD SD SD -D= _ = S�=_ _ _ _ - - _ _ �� _ _ _� _ - - _ SD SDLE
EX jam/ �/�� =-- ---a-� - ��� ---
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It
REQUIRED WIDTH 8'
II PROVIDED WIDTH >8' _�I
o I I nso\
\
I N I EXISTING SHADE TREES (EX -WO) PLANTED 40 FT. O.C.
_------------ - - - - - - - - I - - - - - - - - - - - - - .-4dD-. SHAD.E_IREES_ IWQ)_2LANTE.D-WHORE-SHOWN - - I I /�� i r -
- - - - - - - - - - - - - - - - - - - - - - - - - -
\\ ss \\ 1 W I ,I / / / / / /'� /' ___----- i i WILL MEET THE STREET YARD PLANTING REQUIREMENTSI�
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lop
V
IRRIGATION NOTES:
/ ,� y��' ,' I I 1. PROVIDE AND INSTALL AMULTI-ZONE IRRIGATION SYSTEM WITH ELECTRONIC PROGRAMMABLE CONTROLLER FOR ALL LANDSCAPE AREAS
, I I IMMEDIATELY ADJACENT TO THE OFFICE BUILDING COMPONENT ONLY. TREE, SHRUB AND GROUNDCOVER PLANTINGS SHALL RECEIVE DRIP IRRIGATION.
�s�/ A SHOP DRAWING SUBMITTAL FOR THE IRRIGATION SYSTEM IS REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION. IRRIGATION SHOP DRAWING SHALL
BE PREPARED BY AN IRRIGATION ASSOCIATION CERTIFIED DESIGNER. IRRIGATION DESIGN AND CONSTRUCTION SHALL INCLUDE ALL NECESSARY ELECTRICAL
AND PLUMBING, INCLUDING EXTENDING THE IRRIGATION SERVICE LINE FROM THE METER AND BACKFLOW PREVENTER TO THE OFFICE BUILDING
COMPONENT AREA.
2. THE REQUIRED SIZE OF THE IRRIGATION METER AND BACKFLOW PREVENTER SHALL BE CONFIRMED BY THE IRRIGATION SYSTEM DESIGNER PRIOR TO
%% FINAL PRICING AND SHOP DRAWING PREPARATION AND SHALL PROVIDED IN THE INSTALLATION, REGARDLESS OF THE IRRIGATION METER AND'Pul�,'� /i� �y �i I o BACKFLOW PREVENTER SIZE SHOWN ON THE UTILITY PLAN, SHEET C3.1.
PROJECT MANAGER
-
DRAWING SCALE
-
REV. DATE
1 REV.NOTE 2.6.17
PROJECT DATE
-
DESIGN -BY
PROJECT NUMBER
CH16.0088.CV
APPROVED BY
-
PHASE TTASK
FILE NAME
-
PLOT DATE
AFTON RIDGE II -BUILDING 1
KANNAPOLIS, NORTH CAROLINA
CHILDRESS KLEIN PROPERTIES
- - - - - - - - - - - - - - - - - - - - - - - -
I UE �U�II �, �UE I I I
S SD II
I �I I I fi
III ii I� IIIN I ilk
I III 11 P I I
I I I
40 0 20 40 80 160 III I I III I II I I I
I III II� � III I III I
SCALE: 1 " = 40' �I ijl III I IIS I
I � III I II I I
I III III � III I�� I I
I II ;I; dl All I I
LANDSCAPE PLAN