20190393 Ver 1_Site Plans_20190329

PREPARED FOR
VICINITY MAP - N.T.S.
PLAN SHEET INDEX:
COVER COVER SHEET
SP -1 OVERALL SITE PLAN
SP -2 -SP -3 SITE PLAN
SP -4 STREET TREE PLAN
Novernber 13 2018 SP -5 -SP -6 SITE PLAN & TREE PLAN DETAILS
EC -1 -EC -2 EROSION CONTROL PLANS
EC -3 -EC -5 EROSION CONTROL DETAILS
EC -6 -EC -7 EROSION CONTROL DRAINAGE AREAS
GP -1 OVERALL GRADING PLAN
GP -2 -GP -3 SPOT GRADING
GP -4 GRADING PLAN DETAILS
BMP -1 OVERALL BMP PLAN
SMP -2 SMP POND
BMP -3 -BMP -4 BMP DETAILS
CP -1 CULVERT PLAN & PROFILE
PREPARED BY: CP -2 CULVERT DETAILS
SD -DA STORM DRAINAGE AREAS
SD -1 -SD -9 STORM DRAIN PROFILES
RP -1 -RP -5 ROADWAY PLAN & PROFILES
UP -1 OVERALL UTILITY PLAN
UP -2 -UP -14 WATER & SEWER PLAN & PROFILES
✓ a JC) a°1 ��Inc. UP -15 -UP -20 WATER & SEWER DETAILS
Engineering band Surveying ® Planning
x
Management
r,o 127 Ben Casey Drive, Suite 101, Fort Milt, SC 29708 Phone: [phone]
DA,rE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
'I
R. Joe Harris & Associates, Inc.
Engineering , Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: [phone]
O,
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA R CA Ro
ESS/p.....%e°s ESS/0
SEALjr SEAL z e =
y e oo C-4168 m r�.� 043341 ,$ a
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering dills
ecti®nPhase 3 & 4
Cover
Project No.
Drawing No.
2889 (Stanly # 19-51)
DWG File Dame.
2889 -Cover

10' UTILITY EASEMEf4T
20' MAINTENANCE EASEMENT / 1
1 648 5F
/ . 146 EB47 B1
/ 1 9461P r
48 'B
` 14 6 SF /
1YA9EB
y-
/
\ /
9U B 91 B 100
92 B? I 93 B V/
22B
— 5' SIDEWALK 21 B
101 B \ 20
EXISTING WETLAND BUFFER
102 B
250' SIGHT STANCE
\� PERMANENT BMP EASEMENT ----�
\X
PHA ¢may,;A
`1I II`�,
A. THE CITY OF LOCUST PLAN REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE CITY OF LOCUST DESIGN GRAPHIC
p �7sT� SCALE
CRITERIA AND THE CITY CODE OF ORDINANCES. THE CITY OF LOCUST IS NOT RESPONSIBLE FOR THE ACCURACY AND GRA 1 I
ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH SHALL BE CONFIRMED AND CORRELATED AT THE
JOB SITE. THE CITY OF LOCUST, THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR -100 0 50 100 zoo
THE COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.
B. ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE BY THE CITY OF LOCUST STANDARD SPECIFICATIONS
AND DETAIL MANUAL, LATEST EDITION. WHERE A CONSTRUCTION ITEM IS NOT COVERED BY THIS MANUAL, THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD DRAWINGS, LATEST EDITION, SHALL APPLY.
C. ALL WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANLY COUNTY PUBLIC WORKS
STANDARD AND SPECIFICATIONS.
D. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LOCUST STANDARD AND
SPECIFICATIONS.
E. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF LOCUST. THE CITY OF
LOCUST RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT
CONFORM TO THE CITY OF LOCUST STANDARD SPECIFICATIONS AND DETAIL MANUAL, LATEST EDITION, AND THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,
LATEST EDITION.
F. LOCATION AND ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL
CONSTRUCTION,
G. THE CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL AT 811 AT LEAST 48 HOURS PRIOR TO ANY DIGGING. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CONTACTING STANLY COUNTY PUBLIC WORKS AND STANLY POWER
COOPERATIVE.
H. THE CONTRACTOR SHALL HAVE ONE SET OF SIGNED AND SEALED PLANS, REVIEWED BY THE CITY OF LOCUST, ONE
COPY OF CITY LOCUST STANDARD SPECIFICATIONS AND DETAIL MANUAL, LATEST EDITION, ONE COPY OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADS AND STRUCTURES, LATEST
EDITION; AND A COPY OF ANY PERMITS, ENCROACHMENTS OR EASEMENT AGREEMENTS ON THE SITE AT ALL TIMES.
L THE DEVELOPER'S ENGINEER IS RESPONSIBLE FOR ACCURATELY SHOWING EXISTING CONDITIONS, BOTH ON-SITE,
AND OFF-SITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS REQUIRED DUE TO CONFLICTS, OMISSIONS, OR
CHANGED CONDITIONS EITHER ON-SITE OR OFF-SITE THAT ARISE IN THE FIELD WILL BE ENTIRELY THE DEVELOPER'S
RESPONSIBILITY TO RESOLVE. THE COST TO RECTIFY ANY ADVERSE SITUATION TO MEET THE CITY OF LOCUST
STANDARD SPECIFICATIONS AND DETAIL MANUAL AND THE CITY OF LOCUST ORDINANCES SHALL BE BORNE SOLELY BY
THE DEVELOPER, THE ENGINEER, OR CONTRACTOR AS LEGALLY REQUIRED.
J. THE DEVELOPER AND HIS CONTRACTOR WILL BE REQUIRED TO PROVIDE POSITIVE DRAINAGE AND FALL ALONG ALL
DITCHES.
K. THE DEVELOPER AND HIS CONTRACTOR SHALL ENSURE ALL DITCHES ARE STABILIZED PRIOR TO FINAL ACCEPTANCE
OF THE DEVELOPMENT BY THE CITY OF LOCUST.
( IN FEET )
1 inch = 100 ft.
-3
�•I / �
i
r ry s
187 B\\ �. ���/ �/ 197 B \\
DEVELOPMENT I ATI :
SITE TOPOGRAPHY IS A COMBINATION OF FIELD SURVEY PERFORMED BY R. JOE HARRIS AND ASSOCIATES, INC. AND
AERIAL SURVEY PERFORMED BY AVIOIMAGE MAPPING SERVICES, INC.
THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE PER FEMA PANEL 3710557500J. PANEL WAS NOT
PRINTED -NO SPECIAL FLOOD HAZARD AREAS PER FEMA MAP INDEX 37167CINDOE DATED JUNE 16, 2009
BOUNDARY INFORMATION AS PROVIDED BY R. JOE HARRIS AND ASSOCIATES, INC.
HORIZONTAL DATUM TIED TO NAD 83 BY R. JOE HARRIS
VERTICAL DATUM TIED TO NAVD 88 BY R. JOE HARRIS
ALL SURVEYS TIED TO N.G.S. MONUMENT "LAKEVIEW" N=583,519.78 E=1,452,755.44
SITE SOILS INFORMATION:
KkB, MhB
299 B
,r
298 B
29"t B
296 6
i 295 B
i
294 5 /
\
2938
29:
214 E
VICINITY MAP - N.T.S.
PROJECT:
WHISPERING HILLS
DENSITY:
2.01 DUA (PROPOSED/PREVIOUS ALLOWED)
CITY OF LOCUST, NORTH CAROLINA
LOT WIDTH:
60 FT. (MIN.) a@ FRONT SETBACK
DEVELOPER:
DEPENDABLE DEVELOPMENT
LOT SIZE:
7,500 SQ.FT. (MIN.)
2649 BREKONRIDGE CENTRE DRIVE
SUITE 104
LOT STANDARDS:
FRONT SETBACK 25 FT."
MONROE, NORTH CAROLINA 28110
CORNER YARD 10 FT.
P: 704-238-1229
SIDE YARD 5 FT
PROPERTY OWNER:
CAROLINA DEVELOPMENT SERVICES, LLC
REAR YARD 25 FT.
2627 BREKONRIDGE CENTRE DRIVE
OPEN SPACE:
REQUIRED ± 5.61 AC. (10% REQUIRED)
MONROE, NORTH CAROLINA 28110
PROVIDED ± 26.4 AC. (47% PROVIDED)
P: 704-774-1964
ROAD LENGTHS:
WHISPERING HILLS DRIVE 698 LF±
TAX PARCELS:
557603349479, 557603440904, 557601453123
SOFT BEND BREEZE 989 LF±
557601352723, 557601462708, 557601457571
BABBLING BROOK LANE 928 LF±
557602555840 + PLATTED LOT & COMMON AREAS
GENTLE BEND COVE 1,899 LF±
ACREAGE:
18.97 ACRES± (PHASE 3)
37.12 ACRES± (PHASE 4)
ZONING:
OPS -OPEN SPACE DISTRICT
LOTS PROPOSED:
113 SINGLE FAMILY RESIDENTIAL DETACHED LOTS
PHASE 3 53 LOTS
PHASE 4 60 LOTS
AIE ISSUED FOR REV
10/12/18 Initial Submittal 0
'11/1.3/18 Second Submittal I
1-k. Jo • Harris & Associates,
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's. Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA
0,00014111111//1/,,', ®000011111111111111,,
^FESS/p(°°�9''v �.°®��°°°�OEESS/0gy''Pr
(y 'Y °
0
®�>m SEAL za °W SEAL zo
®o^ C-4168 ii j o 043341
a
s
G q °°°°°°°°°
7S&ASS �.�`° ✓ W HER
Project
eelunl®1
Project Manager Drawn
C. Bridges . C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018 _
Asbuilt Drawn Asbuilt Date
Client DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10L
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section - Phase
EI
Ir..Y jin9 3 8t,u:
Site Plan - ON,erall
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Site Plan

7930 SF F 86 ro � , \ \ 8895
\ I L 793U Sr 1930 SF 87 8 '
7930 SF 7930 SF 793y 91� \ 9 B \
793 F- 92 I I �� \ 9047 SF \
7930 SF B B
806 F I I 9052 SF \
/OUTILITY EASEMENT ) ` \ 61.0 ,
1458 � 61,
__ -----
20' ACCESS EASEMENT B O 108169 SF 0° \ \
/ / 648 SF . \ `� 144 B �` 61°p, - \
7930 5E- \
i
143 B �, 61: op'
7930 SF 250' SIGHT DISTANCE
142 B � � --� 61op, � ,;
23.84 7930 SF r
141 B 6� oo, _ _ , iAlft H,13
-.p 7930 SF l \
i 61, p p,
140 B
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i 147 B ` 1.07930 ` SF 61"0 p 10' UTILITY EASEMENT
I 3940 SF �- � .., 138 B � r' �
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/ � ` � � ` O 1 7930 SF F-/• 53.73' 61..00 .00' 79.44
` 136 B \
/ 9
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IT
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148 B co � ` 8290 SF o 133 B
\ 149 B 151 B \� m 8353 SF 7930 5F 7930 SF 8746 SF 129 B
1 66 SF 9510 SF / 152 B
1098050 B 9953 SF / 8510 SF
t N --L 128 B
/ �`�' \ 6' - - - - - - - - - 9297 SF
/ l ` �� \� ``� 9'---�'48! 2' RC1 61.Or-- 2 1' 3 97'
/ / �' \ �% r /
/ 61 po' J o° 9038 SF / / 276 B 1 /1. ,\ 127 B
9411 S F \
10959 SF 275 B o / \
__---- _ :..--- - --� s>� / / �'' -` : � -.. - - -- - ---�
// \ 8580 SF
154 B 74 -s1.o w 7� \ \
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7930 SF/�^ / 28 �.�`/ / 7930 SF
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7930 SF 26 \ 7926 SF
155 B / / / ` 484 B I
8423 SF ' 271 B 45 SF \ /
270 B 269 B 268 B
7930 SF �/ / at 7 / ` _ / , 9103 SF 7930 SF 7930 SF 7930 SF
277 B %'.. - �- _ _ _ r /\ \ 125 B \
10065 SF7926 SF 250' SIGHT DISTANCE
156 ��^' / 278 B /`' `, X32 = - - _ __ -^ I I — ___ i I /�30. \ • /
o° 7930 7930 SF
/ \
2791 \
.29.44' `: 29.44 1.68' / 266 B
7930 SF 280 B r - - - \ 7930 SF 124 B
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7930 SF �----- — — 792 F
281 B .
7930 SF / � �� �•.5.4, 7930 SF � — � � — — (- , � \ / j \` \ \\ / �°p e.�
282 B
7930 SF \ 265 Boy
283 B 284 B 285 B 286 B w C'
/ ^ v� / 287 B \ 9030 SF / 123 B,
158 B �� w / /2 8956 SF I 7930 SF 7930 SF 7930 SF 9298 SF \
\ 7945 SF 7927 SF ��
2- e, / 160 B z40P
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c / (j hid \
Fs � ® / � 5' iso' 3 °, 122 B
161 B / b �LIc3 .74' ®1.0�' 1�' 1 0' 5 s. 7927 SF
9319 SF
lb 1628
$1165F oi_� 2526
163 B 8511 SF \
'/ / / 30' / \ ( 7930 SF 6, 121 B
6' 159 B 44.85- l 164 B _ X83 - - _8 -_- - \ \ 7927 SF
\\ ti/ / \ 9379 SF 379s,
7930 SF
165 B
` 7930SF 166 / ( \ 251 B \ E / 253 B \ °o
B I 10383 SF \ \ \
s1 op, / 7930 SF L \ \ \ \ 8363S-
\ 120 B
20, / 167 Bo I 168 B 169 8 170 B 1 / / / \ \ 7928 SF
9046 SF 8376 SF 7930 SF
10' UTILITY EASEMENT
250 B \� / 254 B \
\ /� I \ 61•�p' _ — - L — — 8363 SF 8363 SF \ 119 B
` \ \ 7928 SF /
18.09' — �- \ \ \ / \ / \ 6\
65.44'6, Q
39A \`\ 26.19' 43.0`1 61.00' rn\ /
` J 5' SIDEWALK
255 B \
250' SIGHT DISTANCE 8363 SF \ \ 8363 SF / \ \ 7928 SF \
171 B /
4®A / 7930 SF
/ \ \
\'off 248 B \ \ / 256 B 117 B
8363 SF \ 8363 SF / 7929 SF.
� � I C 1728 \\ rn\
A A A 7930 SF
GRAPHIC SCALE
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRAITE COE PERMITS HAVE BEEN RELIEVED. IN
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DELEVOPER SHALL BE REQUIRED TO OBTAIN
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMNET OF ANY CONSTRUCTION ACTIVITIES.
DATE I ISSUED FOR I BEV
'10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
I' o- Harris t Associates,
Engineering' • Land Surveying ® Planning
Management
L27 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 P; [phone]
ww.rjIJoeharris.co �
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal j
r- JS`C� °°�pFESSj °may
9 z SEAL z> /= _ ° W SEAL z°>
C-4168 0 �' o 043341
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y�o 1 ...... ��. .
o° S&ASS ° I
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
PrinVPlot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE \SLP ENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section hasp 3
Drawing Title:
Site Plan
Project No.
Drawing No.
2889
DWG File Name:
2889 -Site Plan

90 B
7930 SF
/
89 B �`
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/ 88 B
/ \ 7930 SF
8713
7930 SF
40*
86 B
7930 SF
15B
30 SF
1 1
44P
13
40'
835
i
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/ 8290 SF
� 135 B /
/ 7930 SF
138B
\ 7930 SF
/
39 B
30 SF
275 B
8580 SF
/
276 B
10959 SF
�^ 152 B
8510 SF
277 E
10065 ,
95.36'
0
COS
10' UTILITY EASEMENT
61.00'
61.00
61-00'-- 61.00'
61.0
6 .00
61.00'
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29.06— 3V
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7928 SF
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116B
7800 SF
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7799 5F
114B I
8981F
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61.00' — — —61.00'
—
61. !
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® 61.00'
61.00'
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1 3 6
174 B
61.
176 B
6 .OfJ'—
178 B 179 B
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793 SF
7930 SF
7930 SF
252 B 253 B
8511 SF I 8363 SF
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8363 SF
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255 $
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256 B om
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79.70'
- — — — — _
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0 8363 SF
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243 B
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242 B a0
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9516 SF I 7800 SF
46.a3 I I
7a sa 185 B l
8100 SF !
b 187 B
i0534 SF
DATE I ISSUED FOR BBI
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal !
R. Joe Harris & Associates, Inc.
Engineering Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
MW
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
0aaaanuuej1 01111111111
.®��� CARP"'% ®°��N CAROd
°o°°°
0 0°� Ny° � o
® SEAL 6 W SEAL �o
�� ^off C-41680> , 043341 o
S&ASS ; l�'°®•,oPHER,R`®��°
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn r9built Date
Client
[DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 281.10
P: [phone]
Project:
Whispering Hills
Section ase
Drawing Title,
Site Plan
Project No, Drawing No.
2889
DWG File Name:
2889 -Site Plan I
r---
7.
— — --
--
—
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--
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—
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171 B
172 B
1 3 6
174 B
175 B
176 B
177 B
178 B 179 B
o ®I
180 B
0 7930 SF
7930 SF
793 SF
7930 SF
7930 SF
7930 SF
7930 SF
7930 SF 7930 SF
m m
9523 SF
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61.00' 1
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61.00'
61.00'
61.00' 61.00'
79.70'
s I rp
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1 I 1
1
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1
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SF 1
1
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1\ 1
1
235 B
8510 SF 1 \
INVI
i II 182 B
9064 SF --.---r
181B 184B i 1
9516 SF I 7800 SF
46.a3 I I
7a sa 185 B l
8100 SF !
b 187 B
i0534 SF
DATE I ISSUED FOR BBI
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal !
R. Joe Harris & Associates, Inc.
Engineering Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
MW
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
0aaaanuuej1 01111111111
.®��� CARP"'% ®°��N CAROd
°o°°°
0 0°� Ny° � o
® SEAL 6 W SEAL �o
�� ^off C-41680> , 043341 o
S&ASS ; l�'°®•,oPHER,R`®��°
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn r9built Date
Client
[DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 281.10
P: [phone]
Project:
Whispering Hills
Section ase
Drawing Title,
Site Plan
Project No, Drawing No.
2889
DWG File Name:
2889 -Site Plan I

10' UTILITY EASEMENT
20' ACCESS EASEMENT 1 1' 14!
/ 1 64814FB
471 B
1 940 SF
/ 48 Y8 B
14 6 SF / 149 E
P
\ /
�I m
v,a11I 91Bill91 Bill
92BIlIII 93BI1\\\
\\ 178B
\ \ 179 B
\ \ \ \ .. _ 1 PHASE 8y8 - -
1 1 HAS -1 �
186
187 B \
NYLON STRAP OR TREE- STRAP W/ _
POLY OR HEMP ROPE GUYS -OPTIONAL.
REMOVE AFTER 1 YEAR REVIEW.
SET TREE IN VERTICAL POSITION PRIOR 17%�
TO STAKING O
TOP OF ROOT BALL SHALL BE 2"- -_� ® W 4" LAYER OF MULCH
ABOVE ADJACENT UPHILL GRADE. D0
NOT PLACE ADDITIONAL SOIL ON TOP (2" OVER ROOT BALL)
OF ROOTBALL.
m
1%2"x x2"x 12" WOOD STAKES W/
CENTERED J" HOLE. EQ. SPACED �� , 4" HIGH WATER RING
ON UPHILL SIDE OF TREE ONLY. _o ✓(� j OUTSIDE OF BACKFILL
—�-�—I - — SOD, MULCHED SHRUB BED
REMOVE TOP J OF BURLAP FROM��
B&B TREES. REMOVE THE TOP _III—III—III( ( III— 1 i or SEEDED AREA (SEE
_ - 1111 ' 11 ' I,
PLAN)
OF WIRE BASKET WHERE PRESENT — —
=III=III=I I I=I 1=_/ 2:1 MAXIMUM SLOPE
—1 I I-1 I I —1 11-1 11=1 11=1 11—�
EXISTING SOIL (AMEND AS REQUIRED) �� I I—I I I I I—III=II—III—I (I-
Xr,�'t'zF NATIVE SOIL BACKFILL OR
UNDISTURBED SOIL (IF SOIL HAS BEEN i PLANTING MIX AS
PREVIOUSLY DISTURBED, TAMP SOIL I I� I I� i it li i III=ll=III„ (I IY
UNDER BALL TO MINIMIZE SETTLEMENT) I -- I I—I I III—till REQUIRED BY SOIL
iii ANALYSIS
6" HIGH COMPACTED SOIL 12" MIN. ALL SIDES UNDISTURBED SUBGRADE
MOUND TO MINIMIZE SETTLING
NOTE: STAKE AND GUY TREE ONLY IF REQUIRED OR AS DIRECTED BY OWNER
TREE L TI DETAIL
.° °
\\ 22 B
\ ,1
21 B
20
/ 104
105
2996
/
106 B /
107 E 298 B
)8 B / 297 S
296 B
295 B
1�
294 B
i
214 B
WWI=
TT TREE TABLE
PLANT SYMBOL DESCRIPTION SIZE RECOMMENDED SPECIES*
LARGE MATURING MINIMUM SUGAR MAPLE
CANOPY SPECIES 3" CALIPER WILLOW OAK
RED MAPLE
*CRAPE MYRTLES, BRADFORD PEARS AND OTHER ORNAMENTAL TREES ARE NOT PERMITTED FOR
USE AS STREET TREES.
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
9
N. Joe Harris &Associates,
Engineering - Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
Isommoom
Vv.rjoehrris°CO
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
%0%0®n'
pF ESS
j0
om SEAL SEAL zo
o° c C-4168 o USF n 043341 doe
7S &A ,.®°®®° ✓+g',•,,,PNER�R
Project Manager
Brawn
C. Bridges
C. Bridges
133 B
1326
131 B
I 130 B
Print/Plot Date
November 13, 2018
Asbuilt Drawn
\\ 178B
\ \ 179 B
\ \ \ \ .. _ 1 PHASE 8y8 - -
1 1 HAS -1 �
186
187 B \
NYLON STRAP OR TREE- STRAP W/ _
POLY OR HEMP ROPE GUYS -OPTIONAL.
REMOVE AFTER 1 YEAR REVIEW.
SET TREE IN VERTICAL POSITION PRIOR 17%�
TO STAKING O
TOP OF ROOT BALL SHALL BE 2"- -_� ® W 4" LAYER OF MULCH
ABOVE ADJACENT UPHILL GRADE. D0
NOT PLACE ADDITIONAL SOIL ON TOP (2" OVER ROOT BALL)
OF ROOTBALL.
m
1%2"x x2"x 12" WOOD STAKES W/
CENTERED J" HOLE. EQ. SPACED �� , 4" HIGH WATER RING
ON UPHILL SIDE OF TREE ONLY. _o ✓(� j OUTSIDE OF BACKFILL
—�-�—I - — SOD, MULCHED SHRUB BED
REMOVE TOP J OF BURLAP FROM��
B&B TREES. REMOVE THE TOP _III—III—III( ( III— 1 i or SEEDED AREA (SEE
_ - 1111 ' 11 ' I,
PLAN)
OF WIRE BASKET WHERE PRESENT — —
=III=III=I I I=I 1=_/ 2:1 MAXIMUM SLOPE
—1 I I-1 I I —1 11-1 11=1 11=1 11—�
EXISTING SOIL (AMEND AS REQUIRED) �� I I—I I I I I—III=II—III—I (I-
Xr,�'t'zF NATIVE SOIL BACKFILL OR
UNDISTURBED SOIL (IF SOIL HAS BEEN i PLANTING MIX AS
PREVIOUSLY DISTURBED, TAMP SOIL I I� I I� i it li i III=ll=III„ (I IY
UNDER BALL TO MINIMIZE SETTLEMENT) I -- I I—I I III—till REQUIRED BY SOIL
iii ANALYSIS
6" HIGH COMPACTED SOIL 12" MIN. ALL SIDES UNDISTURBED SUBGRADE
MOUND TO MINIMIZE SETTLING
NOTE: STAKE AND GUY TREE ONLY IF REQUIRED OR AS DIRECTED BY OWNER
TREE L TI DETAIL
.° °
\\ 22 B
\ ,1
21 B
20
/ 104
105
2996
/
106 B /
107 E 298 B
)8 B / 297 S
296 B
295 B
1�
294 B
i
214 B
WWI=
TT TREE TABLE
PLANT SYMBOL DESCRIPTION SIZE RECOMMENDED SPECIES*
LARGE MATURING MINIMUM SUGAR MAPLE
CANOPY SPECIES 3" CALIPER WILLOW OAK
RED MAPLE
*CRAPE MYRTLES, BRADFORD PEARS AND OTHER ORNAMENTAL TREES ARE NOT PERMITTED FOR
USE AS STREET TREES.
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
9
N. Joe Harris &Associates,
Engineering - Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
Isommoom
Vv.rjoehrris°CO
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
%0%0®n'
pF ESS
j0
om SEAL SEAL zo
o° c C-4168 o USF n 043341 doe
7S &A ,.®°®®° ✓+g',•,,,PNER�R
Project Manager
Brawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuiit nate
Client
i
DEPENDABLE D VL PM NT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
r
Whispering bills
Section W Phase
Drawing Title:
Street Tree Plea
Project No.
Drawing No.
2889
DWG Pile Name:
2889 -Site Plan

5W
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Department Manager
5"
0.0'
SIDE'FWALK (5' 570.)..
A 9
1-4-
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5.01k
6'
0.0"
UTILITY STRIP
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6.01" "'
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Q`'c�i DROP CUAB 2' DETECTABLE 0.02 ({MIN,
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
$'
1-0 t ...1
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�S s� 4r % 4' (STD. 21,6" CURB - �Hf1IU < V.5 1 01.06 (MAX _ 0'.02 (NORtb.)
!`-��lAtidING $ P,UTTEA &1HYA P I D,p�# !!(Ns]Rdti. J
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2.0"
7,€i'
4
5'
2.5'
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8.8'
8.3"
a��
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01
3.5"
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1 O.4'
C7
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{-
Ir- 2=_J
9.8'
8:6'
F"y�a) 0
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k
W h- CS
10.3'
8.7'
-ty�
SECTION 8-13
'>(D
10.6'
1 8.b9,
<
_
THE SURFACE STREET.
F-
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✓ 4 uIGEWALi{ OGl ft0 '�"�kiIT1 Uaa t
4 ELEVATION
OL
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TOP DIAMETER OF NO LESS,
MORE
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zee TRANSITION I MOP I TRANSITEOM
I OURS
+
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- TT .R
ft AN 60� TO NO
VARIABLE SLOPES 160T
TD E8CEED 10:5.
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SECTION A -A
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DRAN OF THE BASE
ISOMETRIC 'VIEW
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN"
•�
.�.......n.m.-.,�.�...�.-,.�.. P SIDEWALK
a PAY LIMITS FOR CURB RAMP EXPANSION -JOINT
Com.
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NOTE, A PORTION OF ONE OR BOTH RAMPS
41
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tI3
MAY EXTEND OUTSIDE THE RETURN.
NOTES:
;.`,
t. DETEDTAULE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL ItIOTH OF THE - -
(n
M co
RAMP FLOO8 AS SHOWN ON THE DETAILS.
2. OETECPA @LQ WARNING LQIAE9 YLLL WNTRAST VISIBILITY WITH AOJOINIWvl $IHjFA£E, EITHER LlrHf-¢N-ll ARK, �fi F T � % � EkPANSi JN JOIE -0r
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9
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OR DARK -ON• LIQHT SEQUENCE COVERING THE ENTIRE .RAMP. '„� .��,,,�`,F__ ' a' SEE: STIP. AAfD.41)
$EE NOTE. 4
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C1!<. CF
E3 ,,wi42 +b�`"ae 4' k 4'
�' cu �
1
C: t
RAMP WIDTH AREA IS VARIABLE wr 0 I ` "pax
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.
QU
�+s EXPANSION JV':ItIT
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Department Manager
5"
0.0'
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5.81
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6'
0.0"
6.81
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6.01" "'
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
$'
0.0'
8181
7.3'
E?
2.0"
7,€i'
74 5,4"
5'
2.5'
G
C3
6
3.0'
8.8'
8.3"
a��
"3'
3.5"
�;��
1 O.4'
�
C3 �,
U.S N TO 1 A R
9.8'
8:6'
3.9°
»a
4, 5'
10.3'
8.7'
3.4,
5,
15.011
10.6'
1 8.b9,
3.11
_
THE SURFACE STREET.
F-
TOP DIAMETER OF NO LESS,
MORE
r-5
�
+
UJ
�
ft AN 60� TO NO
18. PLACE A 1,'2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
iv
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DRAN OF THE BASE
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN"
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BNEIT S OF 3
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IAMETER
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5"
0.0'
S 8i
5.81
5.01k
6'
0.0"
6.81
6..8
6.01" "'
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P: [phone]
U3 NATES cs
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
$'
0.0'
8181
7.3'
D'
2.0"
7,€i'
74 5,4"
5'
2.5'
G
C3
6
3.0'
8.8'
8.3"
4.4'.
"3'
3.5"
9.3'
1 O.4'
4.1'
C3 �,
is. TO USE A MEDIAN ISLAND S PEDESTRIAN REFUGE MEDIAN A
A A R N R AREA, AN ISl,.ANDff WILL 9E A MINIMUM OF O WIDE. CONSTRUCT MEDIAN ISL..BWDS
9.8'
8:6'
3.9°
»a
4, 5'
10.3'
8.7'
3.4,
5,
15.011
10.6'
1 8.b9,
3.11
6iacc cc1
SIDEWALK(.}
TM F- f
in
: to
44p-
'�X 4' CLEAR �S-P�yAry+C»E--+"« €.�. �
CROSSWALK �. LIMITS._
Sr@. NOTE tq) _ f
2' MIN. CURS J x z
BETWEEN RAMPS ' ; e ..._ ....... Lip
5E£
0.9' TD ,5' 1.6'" TO0 _ k-(AC'S"�) SEE
F � M. id 'I 2 d
8 = DISTANOE FROM FRONT EDGE OF SIDEWALK
r0. BACK POINT OF 12:1 (6.388.) SLOPE.
aACK OF tiIOEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
.__....... ......_._ _..... ._.i +r BACK OF SIDEWALK DROP REQUIRED FOR PLAN VIEW
SID€ViALK SLOPES 0,04» DUAL RAMPS
HEET 1 of DE'PECTABLE WARNING DOMES ANY RADII
6F 8 a 0 (4' MIN. FLOUR WIDTH)
SEE NOTI
2LT81LSHOWING TYPI& LOCATION OF CURB
RAMPS.. PERESTR.IAN..GBOSSWALKS .AND STAP_ LINES
m�
ROADWAY'
PLAN SYMBOL
Cf PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
FOR PHOPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...... _-ANY
CURB RAMP
HI»ET 2 f?F 3
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7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
0 NOTE 12
W.r-
Asbuilt Drawn
4'-0" (TYP)
client
DEPEINICIABLEDEVELOPMEINIT
SEE
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P: [phone]
U3 NATES cs
r17
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
x STOP LIVE "m SEE NOTE 10
U7
Project No.
-
2889
1.5
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
-t
> W SIDEWALK
G
C3
IL
�
U)
C
C3
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C3 �,
is. TO USE A MEDIAN ISLAND S PEDESTRIAN REFUGE MEDIAN A
A A R N R AREA, AN ISl,.ANDff WILL 9E A MINIMUM OF O WIDE. CONSTRUCT MEDIAN ISL..BWDS
W
7>
DETAIL SHOWINQ TYPICAL LOCATION OF CU1tB AAMPS.
EERE911RIAN gBQgWALM ANQ 5T P LINER F R EE INTERSECTIONS
az
SEE NOTI
2LT81LSHOWING TYPI& LOCATION OF CURB
RAMPS.. PERESTR.IAN..GBOSSWALKS .AND STAP_ LINES
m�
ROADWAY'
PLAN SYMBOL
Cf PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
FOR PHOPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...... _-ANY
CURB RAMP
HI»ET 2 f?F 3
■
R
I
2' VALLEY GUTTER
OR 10"
1 1/8" 5/16 �3 16„
1 5/16"
l_ e 1 1/4" -1
-1'-9" APPROXI 12'-6" MAX.--­� SPLICE BOCr 5/8" NC -2
2" FOR POST BOLT
DETAIL OF BOLT
5/8" I DIA. xPOST BOLT PLAN
1 1/4" SPLICE BOLT 12 1 /2 15 16 DIA. x
4 REQUIRED-'I-F41�4
BEAM TYPE GUARD RAIL 4 1/4" 1�6" DEEP RECESS - -.15/8"
a o 2"-+- 2"
TERMINAL
SECTION
0 0 o
NOTES:
o 'I
� DETAIL OF NUT
1. CURB AND GUTTER STREETS TO BE VALLEY POSTPOST
GUTTER. MAX. 12'-6" CENTER TO 9ENTER OF POSTS -
2. THE CROWN FOR PAVEMENT IN CUL-DE-SAC '1
6„
VARIES BASED ON SPOT GRADES
TYPICAL ELEVATION � T13/16" Mw.
I�DIA. HOLE
W 6 x 8.5
CUL-DE-SAC DETAIL
3 1/4"
ER -1
/4"ER-1 SEE STD, 1 1/6 1 17/32" -1 I"-4 --I i_-6"
2:1 SLOPE (MIN. 3') NO. 50.08A
STEEL GUARD RAIL �/-PROPERTY LINE
a 13/1
DIA. HOLE6" MIN.
EDGE OF PAVEMENT::7 w 12" DIA. HOLE
3 1i 4 a� NEUTRAL AXIS I TO BE FILLED
GROUND WITH CONC.
.- 1 1/8" 3/4" x 2 1/2" POST. a a
DEAD-END STREET BARRICADE BOLI SLOT ZCD
3 1/4x, ss ss. SPLICE BOLT g I
SLOT n
a M e
2 5/16, 29/32" x 1 1/8" e a 6„
' r,a'
�+ SPLICE BOLT SLOT M <
SECTION THRU RAIL ELEMENT DETAIL OF POST
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
10" RADIUS WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
8..
2: FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
. POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
° °� . e r, °' , ,, • . 3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
�• °
10" RADIUS :1
d •' a. 4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
2-0 THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
2'-0" VALLEY GUTTER SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
TEMP. ROAD BARRICADE
50' R/W STREET WITH 30' BOC TO BOC
50' R/W
-- - 25' -0" 25' -0"
+- 10'-0" - 11'-0" 15' (TQ BOC) 15' (TO BOC) -
Utility Easement Utility Easement
13' (TO EOP) - 13' (TO EOP) 2'-0"
1/4"/FT 1 /4"/F.1.
�. 3/8„/FT 3/8"/FT _
SIDEWALK SIDEWALK
5'-0" -m I 5'-0" -0�- 1'-O --
24" VALLEY CURB
PROPOSED PAVEMENT STRUCTURE
1. 1.5" Final BCSC, Type 1-2
2. 2.5 Final BCSC, Type 1-2
3. 8" Compacted ABC
*Final 1.5" to be applied when development has 75% occupancy
DATE I ISSUED FOR BEV
10112!18 Initial Submittal U.
11/13/18 Second Submittal 1
N. Joe Harris r
Associates,
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 P: [phone]
www.rjoenarris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAC
®®®%0%111111111111J/J>® e®a%0®O1/A1450�1/R®,o'
s e° Q• �ao ® ® o°4�j � o :
SEAL t SEAL
®C� °o C-4168 043,341 = o q
r ® ° eA
®•.,�'�'js&ASS ®PHER'R
Project Manager
W_
NOTES:
I. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
PLAINS OR AS DIRECTED BY THE ENGINEER.
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
MOVING CURB RAMPS OR MARKINGS A5 SHOWN, CONTAIN THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER,
S. COORDINATE THE CURB . AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
WITHIN THE PEDESTRIAN CROSSWALK LINES.
4, SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST' EDGE OF TRAVEL LANE I 4' MINIMUM.
a. REFER TO THE PAVEMENT MARKING PLANS. FOR ,TOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FITS THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
8. TERMINATE PARKING A MINIMUM OF 20'13ACK OF A PEDESTRIAN CROSSWALK.
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Department Manager
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P. Murphy
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
Print/Plot Date
November 13, 2018
Asbuilt Drawn
8. CONSTRICT THE RUNNING SLOPE OF THE. RAMP 8.35% MAXIMUM.
client
DEPEINICIABLEDEVELOPMEINIT
2649 BREKONRIDGE CENTRE DR, SUITE 1041
LU
P: [phone]
r17
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
Drawing Title:
Site lan - Details
Project No.
Draw Ing ND.
2889
1.5
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
2889 -Site Plan
C3
IL
12. CONSTRUCT LANDINGS FOR 'SIDEWALK A MINIMUM OF 4x4' WITH A MAXIMUM SLOPE OF 2 IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
U)
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is. TO USE A MEDIAN ISLAND S PEDESTRIAN REFUGE MEDIAN A
A A R N R AREA, AN ISl,.ANDff WILL 9E A MINIMUM OF O WIDE. CONSTRUCT MEDIAN ISL..BWDS
W
TO PROVIDE PASSAGE OVER OR THROUGHT' THE ISLAND.ce
14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
THE SURFACE STREET.
F-
r-5
15. CURB RAMPS WITH RETURNED CUa85 MAY BE USED ONLY WHERE PEDESTRIANS "AtOUL17 NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
SI3
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18. PLACE A 1,'2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
CL
18. CURB RAMIE'S THROUGH MEDIAN ISLANDS, SINOLE RAMPS AT DUAL CROSSWALKS DA LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN"
0
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BNEIT S OF 3
z
48.05
t,LT
R
I
2' VALLEY GUTTER
OR 10"
1 1/8" 5/16 �3 16„
1 5/16"
l_ e 1 1/4" -1
-1'-9" APPROXI 12'-6" MAX.--­� SPLICE BOCr 5/8" NC -2
2" FOR POST BOLT
DETAIL OF BOLT
5/8" I DIA. xPOST BOLT PLAN
1 1/4" SPLICE BOLT 12 1 /2 15 16 DIA. x
4 REQUIRED-'I-F41�4
BEAM TYPE GUARD RAIL 4 1/4" 1�6" DEEP RECESS - -.15/8"
a o 2"-+- 2"
TERMINAL
SECTION
0 0 o
NOTES:
o 'I
� DETAIL OF NUT
1. CURB AND GUTTER STREETS TO BE VALLEY POSTPOST
GUTTER. MAX. 12'-6" CENTER TO 9ENTER OF POSTS -
2. THE CROWN FOR PAVEMENT IN CUL-DE-SAC '1
6„
VARIES BASED ON SPOT GRADES
TYPICAL ELEVATION � T13/16" Mw.
I�DIA. HOLE
W 6 x 8.5
CUL-DE-SAC DETAIL
3 1/4"
ER -1
/4"ER-1 SEE STD, 1 1/6 1 17/32" -1 I"-4 --I i_-6"
2:1 SLOPE (MIN. 3') NO. 50.08A
STEEL GUARD RAIL �/-PROPERTY LINE
a 13/1
DIA. HOLE6" MIN.
EDGE OF PAVEMENT::7 w 12" DIA. HOLE
3 1i 4 a� NEUTRAL AXIS I TO BE FILLED
GROUND WITH CONC.
.- 1 1/8" 3/4" x 2 1/2" POST. a a
DEAD-END STREET BARRICADE BOLI SLOT ZCD
3 1/4x, ss ss. SPLICE BOLT g I
SLOT n
a M e
2 5/16, 29/32" x 1 1/8" e a 6„
' r,a'
�+ SPLICE BOLT SLOT M <
SECTION THRU RAIL ELEMENT DETAIL OF POST
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
10" RADIUS WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
8..
2: FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
. POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
° °� . e r, °' , ,, • . 3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
�• °
10" RADIUS :1
d •' a. 4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
2-0 THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
2'-0" VALLEY GUTTER SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
TEMP. ROAD BARRICADE
50' R/W STREET WITH 30' BOC TO BOC
50' R/W
-- - 25' -0" 25' -0"
+- 10'-0" - 11'-0" 15' (TQ BOC) 15' (TO BOC) -
Utility Easement Utility Easement
13' (TO EOP) - 13' (TO EOP) 2'-0"
1/4"/FT 1 /4"/F.1.
�. 3/8„/FT 3/8"/FT _
SIDEWALK SIDEWALK
5'-0" -m I 5'-0" -0�- 1'-O --
24" VALLEY CURB
PROPOSED PAVEMENT STRUCTURE
1. 1.5" Final BCSC, Type 1-2
2. 2.5 Final BCSC, Type 1-2
3. 8" Compacted ABC
*Final 1.5" to be applied when development has 75% occupancy
DATE I ISSUED FOR BEV
10112!18 Initial Submittal U.
11/13/18 Second Submittal 1
N. Joe Harris r
Associates,
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 P: [phone]
www.rjoenarris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAC
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NOTES:
I. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
PLAINS OR AS DIRECTED BY THE ENGINEER.
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
MOVING CURB RAMPS OR MARKINGS A5 SHOWN, CONTAIN THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER,
S. COORDINATE THE CURB . AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
WITHIN THE PEDESTRIAN CROSSWALK LINES.
4, SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST' EDGE OF TRAVEL LANE I 4' MINIMUM.
a. REFER TO THE PAVEMENT MARKING PLANS. FOR ,TOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FITS THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
8. TERMINATE PARKING A MINIMUM OF 20'13ACK OF A PEDESTRIAN CROSSWALK.
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Department Manager
Checked
P. Murphy
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
Print/Plot Date
November 13, 2018
Asbuilt Drawn
8. CONSTRICT THE RUNNING SLOPE OF THE. RAMP 8.35% MAXIMUM.
client
DEPEINICIABLEDEVELOPMEINIT
2649 BREKONRIDGE CENTRE DR, SUITE 1041
O. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
P: [phone]
r17
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
Drawing Title:
Site lan - Details
Project No.
Draw Ing ND.
2889
1.5
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
2889 -Site Plan
SMOOTH TRANSITION.
12. CONSTRUCT LANDINGS FOR 'SIDEWALK A MINIMUM OF 4x4' WITH A MAXIMUM SLOPE OF 2 IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
U)
MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
IL
C3 �,
is. TO USE A MEDIAN ISLAND S PEDESTRIAN REFUGE MEDIAN A
A A R N R AREA, AN ISl,.ANDff WILL 9E A MINIMUM OF O WIDE. CONSTRUCT MEDIAN ISL..BWDS
W
TO PROVIDE PASSAGE OVER OR THROUGHT' THE ISLAND.ce
14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
THE SURFACE STREET.
F-
r-5
15. CURB RAMPS WITH RETURNED CUa85 MAY BE USED ONLY WHERE PEDESTRIANS "AtOUL17 NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED,
�
00
18. PLACE A 1,'2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
18. CURB RAMIE'S THROUGH MEDIAN ISLANDS, SINOLE RAMPS AT DUAL CROSSWALKS DA LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN"
BNEIT S OF 3
HEET 3 OF S
48.05
5
R
I
2' VALLEY GUTTER
OR 10"
1 1/8" 5/16 �3 16„
1 5/16"
l_ e 1 1/4" -1
-1'-9" APPROXI 12'-6" MAX.--­� SPLICE BOCr 5/8" NC -2
2" FOR POST BOLT
DETAIL OF BOLT
5/8" I DIA. xPOST BOLT PLAN
1 1/4" SPLICE BOLT 12 1 /2 15 16 DIA. x
4 REQUIRED-'I-F41�4
BEAM TYPE GUARD RAIL 4 1/4" 1�6" DEEP RECESS - -.15/8"
a o 2"-+- 2"
TERMINAL
SECTION
0 0 o
NOTES:
o 'I
� DETAIL OF NUT
1. CURB AND GUTTER STREETS TO BE VALLEY POSTPOST
GUTTER. MAX. 12'-6" CENTER TO 9ENTER OF POSTS -
2. THE CROWN FOR PAVEMENT IN CUL-DE-SAC '1
6„
VARIES BASED ON SPOT GRADES
TYPICAL ELEVATION � T13/16" Mw.
I�DIA. HOLE
W 6 x 8.5
CUL-DE-SAC DETAIL
3 1/4"
ER -1
/4"ER-1 SEE STD, 1 1/6 1 17/32" -1 I"-4 --I i_-6"
2:1 SLOPE (MIN. 3') NO. 50.08A
STEEL GUARD RAIL �/-PROPERTY LINE
a 13/1
DIA. HOLE6" MIN.
EDGE OF PAVEMENT::7 w 12" DIA. HOLE
3 1i 4 a� NEUTRAL AXIS I TO BE FILLED
GROUND WITH CONC.
.- 1 1/8" 3/4" x 2 1/2" POST. a a
DEAD-END STREET BARRICADE BOLI SLOT ZCD
3 1/4x, ss ss. SPLICE BOLT g I
SLOT n
a M e
2 5/16, 29/32" x 1 1/8" e a 6„
' r,a'
�+ SPLICE BOLT SLOT M <
SECTION THRU RAIL ELEMENT DETAIL OF POST
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
10" RADIUS WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
8..
2: FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
. POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
° °� . e r, °' , ,, • . 3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
�• °
10" RADIUS :1
d •' a. 4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
2-0 THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
2'-0" VALLEY GUTTER SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
TEMP. ROAD BARRICADE
50' R/W STREET WITH 30' BOC TO BOC
50' R/W
-- - 25' -0" 25' -0"
+- 10'-0" - 11'-0" 15' (TQ BOC) 15' (TO BOC) -
Utility Easement Utility Easement
13' (TO EOP) - 13' (TO EOP) 2'-0"
1/4"/FT 1 /4"/F.1.
�. 3/8„/FT 3/8"/FT _
SIDEWALK SIDEWALK
5'-0" -m I 5'-0" -0�- 1'-O --
24" VALLEY CURB
PROPOSED PAVEMENT STRUCTURE
1. 1.5" Final BCSC, Type 1-2
2. 2.5 Final BCSC, Type 1-2
3. 8" Compacted ABC
*Final 1.5" to be applied when development has 75% occupancy
DATE I ISSUED FOR BEV
10112!18 Initial Submittal U.
11/13/18 Second Submittal 1
N. Joe Harris r
Associates,
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 P: [phone]
www.rjoenarris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAC
®®®%0%111111111111J/J>® e®a%0®O1/A1450�1/R®,o'
s e° Q• �ao ® ® o°4�j � o :
SEAL t SEAL
®C� °o C-4168 043,341 = o q
r ® ° eA
®•.,�'�'js&ASS ®PHER'R
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
client
DEPEINICIABLEDEVELOPMEINIT
2649 BREKONRIDGE CENTRE DR, SUITE 1041
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B - Phase
Drawing Title:
Site lan - Details
Project No.
Draw Ing ND.
2889
DWG File Name:
2889 -Site Plan

NOTES:
vita ITM Cluster BOX Unit - Type 1 12 '`I 1. REMOVE WIRE AND 'NYLON TWINE FROM BALL AND CANOPY.
_ I 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
i
I-�-- 30 1/2" �-I I �-- 18" 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON J
REQUEST OF ARBORIST. ,/-
® ® ❑ 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
ED
281/2" LEGAL MANNER.
® ® ❑ 5. RESEED UNMULCHED, DISTURBED AREAS.
3/4' NYLON STRAP
-6 SLIP KNOT WITH STOP KNOT.
PEDESTAL 6" LARGER THAN TREE DIAMETER
O
L
O ❑ 33 3/8'• ROOT CROWN TO
BE AT FINISH GRADE KEEP MULCH AWAY FROM
m 62.' I TRUNK 1" TO 2"
Irj 4HIGH / 6" WIDE MAXIMUM
57 5/8" 61 1/2" BERM OUTSIDE OF ROOTBALL 4". MAXIMUM LAYER OF MULCH
4° 12'1 3 - 1"&x`18" WOOD STAKES
45"
WITH CENTERED. 3/$" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
10"
30 1/8"
�I----�� BACKFILL AS SPECIFIED
PEDESTAL BASE RROM ROOT CROWN cEss salt _ f ;•
BOLT PATTERN
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
DOOR CHART
AND. ANY NAILS/PINS, ETC..
RtlOT BALL -
FRONT VIEW SIDE VIEW DOORTYPE MMENSION(HEIGHT. WIDTH) REMOVE TOP 1/3 OF WIRE DIA. 12"
VARIES
TENANT 3-3/8x12-13/16' BASKET WHERE PRESENT
NOTES: 10" PARCEL 10-1/4"x12-13/16"
13" PARCEL 133/4"x12-13/16
OUTGOING. SLOT 314°x11-3/4^ RAISE PIT BOTTOM TO SET ROOT CROWN
1 . This unit Is approved for MSPS and private applications.PRouuclsERlEs: vital CLUSTER BOX UNIT TM AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
2. Decorative mailbox accessories sold separately and are USPS Approved
products. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
3. Pedestal. should. be installed with included Rudder Pad; MODEL 1570-8 REV A FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA, MIN. ROOT BALL DEPTH
mounting hardware not included, refer to installation manual for - ---
SCALE NONE LAST REV DATE 2" 12-14' 16' 24" 16"
recommendations. 117anufactu ing company 9/26/2012 3" 14-16' 18' 32" 21"
4. Florence "F series CBU is Officially Licensed by USPS: 5935 Corporate Drive • Manhattan, KS 66503 DRAWING NUMBER DRAWN BY NOT TO SCALE
License#CDSEQ-08-B-0012 www.florencemailboxes.com • [phone] 1570-8CS AFD
A GIBRALTAR INDUSTRIES COMPANY /%®
TREE PLANTING
vitalTM Cluster Box Unit - Type IV
30 1/2" f 1 18"
-u- 12" -r
4.. NOTES:
1. CONTRACTOR SHALL USE EXTREME CAUTION
® El ® ❑ WHEN WORKING NEAR EXISTING TREES.
❑ ® ❑ / 2. WHERE EXISTING TREES ARE WITHIN 4' OF
1412
/ THE PROPOSED BACK OF CURB, THE PROPOSED
® ❑ oe° ° 473/8" CURB SHALL END A MINIMUM OF 12" FROM
62" 61 1 /2" PEDESTAL
THE TREE'S BUTTRESS ROOTS. r"
5� 5/8" ❑ "o - 3. CONTRACTOR SHALL COORDINATE WITH THE CITY ARBORIST
® ❑ TO IDENTIFY TREES FOR WHICH THIS DETAIL APPLIES
o� C7 PRIOR TO CONSTRUCTION NEAR THE TREE(S).
® ❑
381,4" 12" 4. NO TREES SHALL BE REMOVED UNLESS CLEARLY SPECIFIED
ON THE PLANS OR IDENTIFIED BY THE ENGINEER. L
161/8" 14° 5• AVOID FILL PLACEMENT NEAR TREE. BUTTRESS ROOTS (TYP.)
12" 6• FOR ADDITIONAL SPECS., SEE SECTION
1000 PART 03. B AND C CURB
PEDESTAL BASE
BOLT PATTERN CURB
FRONT VIEW SIDE VIEW H12". 12>,DOOR CHART MIN.
_ - DOOR TYPE DIMENSION (HEIGHT z WIDTH)
NA _
NOES: TENT 5'x12-13/16"
IO "PARCEL 10-1/4"x12-13/16"
.
1. This unit is approved for USPS and private applications. HODUMERIH: vital Tin CLUSTER BOX UNIT OUTGOING SLOT 314'x11-3/4' EXIST, PAVT.
2. Decorative mailbox accessories sold separately and are USPS Approved ELEVATION HAND SHAPED ASPHALT
products. ELEV. ATOTREEE CURB AT EXIST. TREE
3. CBU pedestal should be installed with included Rubber Pad;-ODEL 1570-13 REv A
mounting hardware not included, refer to installation manual forA11=FLORENCE SCALE NONE LAST REV DATE
recommendation. manufacturing company NONE
4. Florence' I'" series CBU is Officially Licensed by USPS. 5935 Corporate Drive a Manhattan, KS 66503 DRAWING NUMBER DRAWN BY
License#CDS EQ -08-B-0012 www.florencemailboxes.com.[phone] 1570-13CS AFD
A GIBRALTAR INDUSTRIES COMPANY: -
ASPHALT CUB PLACEMENT AT EXISTING TREE
e --'CONCRETE
SLAB
y
SPECIFIED BALL DIAMETER --�
° ° ° o ° ° ° ° ° ° SPECIFIED BALL DIAMETER
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER
TOP OF GALL
0 0 0 0 0 0 0 0 0 0 AS DUG
°
AS DUG
2" MAXIMUM OF SOIL
JJCOVERING ACCEPTABLE —
1®" 1®" 1®" 1®" 1011 NATURAL SOIL LINE UNACCEPTABLE SOIL
1011 COVERING
1211 1211 1211 12" 12"
ROOT CROWN
ROOT CROWN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT FLARE DEPTHS
D"'ItF E ISSUED FOR BES'
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
R. Joe Harris r
Associates, Inc,
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rj harries®m
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAR� ' ®`' ®\A 1 CAIR''''N.
Ile
<) �9�. %
° SEAL < /w SEAL o
0 o C-4168 �soo 2 0 043341 �= a w
Q
®®1;7S&Ass 1®�1%1'1 ° ®'®>/1; HER"1181111®,1,%%%
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot hate
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B - Phase 3 & 4
Drawing Title:
Site ion ® Details
Project No.
Drawing No.
2889
DWG File Name:
SP-
2889 -Site Plan

LEGEND:
LIMITS OF DISTURBANCE
TREE PROTECTION FENCING
PROPOSED SILT FENCE
INSTALL 73LF `T' - PROPOSED CONSTRUCTION ENTRANCE
INSTALL 99LF SINGLE ROW SILT FENCE .
SINGLE ROW SILT FENCE (CONC. OUTLET TO
(CONC. OUTLET TO CONC. OUTLET) INSTALL 179LF IG ----e PROPOSED CONCENTRATION OUTLET
INSTALL 102LF SINGLE ROW SILT FENCE x -x
CONC. OUTLET) INSTALL172LF DOUBLE ROW SILT FENCE INSTALL 22LF ( DOUBLE ROW SILT FENCE I -I PROPOSED INLET PROTECTION
SINGLE ROW SILT FENCE (SINLGLE ROW SILT FENCE TO DOUBLE ROW SILT FENCE TO CONC. OUTLET)
(GONGOUTLET TO CONC. OUTLET) (CONC. OUTLET TO SINGLE
INSTALL 87LF . ROW SILT FENCE) TD PROPOSED TEMPORARY DITCH
SINGLE ROW SILT FENCE CONC. OUTLET) ARMOR TOP AND EXTERIOR EMERGENCY
(GONG. OUTLET TO INSTALL 144LF SPILLWAY W/ TURF REINFORCEMENT& SEEDING
CONC. OUTLET) CONC. OUTLET (TYP.) SINGLE ROW SILT FENCE (SEEDING TO BE PLACED UNDER MATTING) R PROPOSED STOCK PILE
(CONC. OUTLET TO DOUBLE
INSTALL 171 LF ROW SILT FENCE) PROPOSED RIP RAP
SINGLE ROW SILT FENCE INSTALL 227LF
(CONC. OUTLET TO CONC. DOUBLE ROW SILT FENCE
OUTLET) (CONC. OUTLET TO SINGLE - PROPOSED BAFFLES
. ROW SILT FENCE) .
:..:. �.. - I v l �\� oar : �8 \ \� '
1
86 B \Y
.
.
7B .
$8 B '
ti
�� __ ...........
I
INSTALL 112LF B i 00
- \0 B j \.J ..... 23 B
92.6 '" y9 i < <
SINGLE ROW SILT FENCE :` .` � ,: --- :'' V '::\ 22 B.
' _
... -
:
(SPILLWAY TO CONC. OUTLET I-- _
...
..--�
`^ I : • '' \
_ _ _ _ _ �`
21
VICINITY MAP - N.T.S.
--- --'
. 1 REAM
' 30' NATURAL ST \ 20
. % -' \1.
---- --�-
\ BUFFER (TYP.) ..... \ a�
/ J
TD... Tj}.... ......... .....I...I.........�
RIP RAP APRO INSTALL 176LF \� ..
e
/ ......:......... LE ROW SILT F N E \ ~ ., �,
y SEE�DETAILS \ SING E C 1028''. \ •>��� J
ARMOR TOP AND EXTERIOR EMERGENCY : .:."'••• . _ _ �•••. \ / -�
.. �~�
•.::'..
/ �.,
SPILLWAY W/ TURF REINFORCEMENT &SEEDING /
... •::: CONC OUTLET) ILT TEMPORARY DITCH WITH � _y �� w
TO '1 % .'.
(SEEDING TO BE PLACED UNDER MATTING) h t,
f
• TEMPORARY DITCH WITH - CHECK DAMS SPACED AT .,�4F �w
CHECK DAMS SPACED AT ............."' ` 03
I : �.....,.•. .. . 100 FT INTERVALS (TYP.) ; __
100 FT INTERVALS (TYP.) / ...... �. 1 -ft ft / .
: :... \ -. ..I....
. `.
`.......: .i:04 4
INSTALL 51 LF SEDIMENT BASIN #200 /! eA
T' lj
SINGLE ROW SILT FENCE .. DRAINAGE AREA = 9.49 AC. --- . ------ t •:% :105
1
,:
•
�` _ _� /
(GONG. OUTLET TO SPILLWAY) DENUDED AREA - 8.92 AC. BAFFLES TYP.) '� ti ': ... (h ~ .J
I
. '.
. ( ......... ....
..
.... TOP BERM = 610.0 .. .. _.•' \
SPILLWAY / T1 �isni8 '.. - .. _1_ti�!._ .
`I. , : �' TIS TD �. .
1._ �... � :.
RISERWEIR 607.00 ? �� �..;:
BAFFLESTYP. -
( ) _ % 1.__
.. ..
CLEANOUT 605.50 ; :..
�.
: B TOM B = •..106 B
INSTALL 29LF
: OT ASIN 602.00 `- d ` INSTALL 366LF
.
REQ. VOLUME = 17 082 CF : : r --
SINGLE ROW SILT FENCE \ _ . ;' •• :. ; . S NGLE ROW SILT FENCE /`. _.
ACT. VOLUME - 199,671 CF : OUTLET T N J. .
(CONC.OUTLETTO •,.------ ( ..• -d. / '
:' SPILLWAY LE GTH = 4 FT COLE OU O CONC. N 3
CONC. OUTLET _ ? :' OUTLET) :.298 B
_ ,.... /..:..::. :
RISER 4 X 4 I.D. PCS :' 107..6.......... ..:../-'.
: �.
: : BARREL = 67LF 30" RCP 0.51 /° SKIMMER BASIN #300 : `. : ` /\ "'N /
RIP RAP APRON : �� ..• J
I
/ ,,, r : SKIMMER SIZE (1) = 4.00 DRAINAGE AREA = 7.68 AC. . \ . : ' '. : I / ''� / / -._:/ \ t
f :
SEE DETAILS
_ _ f
ORIFICE SIZE 1 3.00 - `
J /
�r . / /;:
.. .;
O DENUDED AREA 7.49 AC.
INSTALL 925LF TOP BERM = 626.00 _� :..... //:' i : : I l `�'I B
INSTALL 109LF - �'` •• l: : .. . :
SINGLE ROW ORANGE SPILLWAY - 624.00 \ / - -
SINGLE ROW SILT FENCE INSTALL 457LF �.
CLEANOUT 622.50 `
0.97 AC. NOT TO BE TREE PROTECTION FENC '. v - L... ...
(END TO CONC. OUTLET) SINGLE ROW SILT FENCE / n
. :
(ENCOMPASSING TREE BOTTOM BASIN = 621.00 : '
DISTURBS® _ -_
1
REQ. VOLUME - 13,824 CF ` (ENCOMPASSING STOCKPILE ? -
r. SAVE AREA) -.296 B
INSTALL 249LF
. ': /// ' :' : : _ ::: AREA
:..
%
i
F T {''. : ACT. VOLUME = 29,378 CF : : "'.•• . • ) ( • �.�
SINGLE ROW SILT :.:. _ , B 1..... I- ,
•:
SPILLWAY LENGTH = 10 FT .: •-
,IQ
9,B
j
.,�
FEN E
---_
C CONC.
( _
I SKIMMER SIZE 1 3.00"
S ..
IN TAL
O
OUTLET END) S L 154LF
I
o_
TO N .••.�'• •.
ORIFICE SIZE 1 2.00. 2.56 /o as
\ : SINGLE ROW SILT FENCE ' : :, :•_
v
ROW :
.
295 6
' '•:; : • �' (DOUBLE W SILT FENCE TO ......: .. •.............
/ '' . �,X-
:..
.
:. DOUBL R ILT F : >
E OW S ENCS)
.... 1
v
�1
t ` i
;
- ...:':.
TEMP ARY DI7 I :..i... .
OR TCH WITH
a '�
F
CHECK DAMS SPACED AT . - •:.. .
f
1 / �;
/..
::: . : �:
INSTALL 282LF .
100 FT NTERV .
I ALS TYP.
�.
2 4 B ••
( ) 9
i
L
1
\..
SING E ROW SILT
0
A
FF ES TYP.
•B ..
FENCE SPILLWAY \ /% \: i'..'..
( -� '
I TALL 513LF
T C
NS
. ` �'.
O CONC 1
L
SINGLE ROW SILT FENCE . /\� . :
�.
OUTLET) \
;t~
\ �.,;•._.•., \ \ (ENCOMPASSING STOCKPILE �/ .
\-
�•. INSTALL 140LF F'
f .
? - AREA) INSTALL 88LF
SINGLE ROW IL FE
�-7:
\.
E SILT NCE b
IN I T FENCE
S GLE ROW S L \.
J (GONG. OUTLET TO DOUBLE T ONC.
.. : : . `• :. :` (CON
�_�\
-� ROW SILT FENCE ! -
RIP RAP APRON \ • . ) : , : : OUT ET) .
.1.
..
. � \
LET TOC \
SEE DETAILS I : ' `
/� \ ... _ \ .. INSTALL 145LF
�,
\ : : : : SINGLE ROW SILT FENCE
` . `
\ '
�.
. . .
,
:' : \
/ . /_
.._ . . CONC. OUTLET TO CONC. :'''.......:...... - , ,
,. ..,
.;
,.. ..
/ �. I \ . �.
4 OUTLET
%..
1.' \
` .: �� °
ARMOR TOP AND EXTERIOR EMERGENCY -
I M Y
INSTALL 12LF \
J •.
SPILLWAY W/ TURF REINFORCEMENT & SEEDING � \ � .....*•••� �,, ! i, '. : SINGLE ROW SILT FENCE ``__ .`. -� \ /
(SEEDING TO BE PLACED UNDER MATTING) ; ••• :., : \ : CONC. OUTLET TO CONC: / /
: •
.. ',
INSTALL 117LF :: "• ` \,.• - : : ` /
C
. s
�`•.... OUTLET) \
DOUBLE ROW SILT I
/ .•.
.
• : : ....... : ` :: f
!\:
:; FENCE (SINGLE
! \ ''.:'
ROW SILT FENCE - .. - : : E
-..... : I .......
TO SINGLE ROW . ' : \ \ a
/\ .•
/L INSTALL 38LF / .. / .,' :.,
SILT FENCE ( : • '' ` ' ? \ \
�:.. DOUBLE ROW SILT FEN E
:...
`..
:�
. ::'�' '`
SINGLE ROW SILT FENCE '. i
( �\
: ," . •. '
TO END \
INSTALL 362LF
\ /
INSTALL 51 LF11
• � l
D AL 1L FEN E /
BLE W LT FEN
U 60 RCP CLASS IV SINGLE ROWS T C
DOU RO SI CE I
..
•.
/•..
CULV T E : : : : : : T TO END • ...::...
END TO SINGLE ROW : ER (SEE SH ET CP 1) , (GONG. OUTLET ) ;.•• '
( 1 ": .. ::
`` ^�
VARIABLE NATURAL , ?I :.....:::................... ', � ; ; I �' ,. \ i
SILT FENCE) / / i /
Iy
I I
\ \.
I
STREAM BUFFER TYP.
0
/ /
CONST U TION
R G
IM B #4
A L L
`' SK MER ASIN 00
/
INST L 87 F
' ENTRANCE (TYP.) DRAINAGE AREA = 1.53 AC. / /
SINGLE ROW SILT FENCE INSTALL 192LF /
,
. .
SEDIMENT BASIN #100 : �� DENUDED AREA = 1.53 AC. / " /
(DOUBLE ROW SILT FENCE TO INSTALL 76LF \ SINGLE ROW SILT FENCE .•
DRAINAGE AREA = 2.14 AC. TOP BERM = 624.00 : / :: °
SPILLWAY) DOUBLE ROW SILT FENCE (CONC. OUTLET TO CONC. ; ; ; ; / /,.
DENUDED AREA= 1.72 AC. L E T D •'•• •'•. OUTLET SPILLWAY = 622.00 ; /:• a
TOP BER = 610 0 �,...,, f (END O END) \ ... ) - CLEANOUT = 620 50 .: / / r'
M 0
\
�'- �,'`4
- .\ \\ I....
':••'%
,'\
�: , /
� / \ 4 / ..
SPILLWAY - 609.00 INSTALL 51 LF `. : RIP- - AP aPR {J ' BOTTOM BASIN = 619.00 / /
RISER WEIR 608.00 DOUBLE ROW SILT FENCE ) SEE DETAILS REQ. VOLUME 2,754 CF .. /
.:
\ \ :�
END TO END :... l . l - /
CLEANOUT = 606.00 ( ) ACT. VOLUME - 12,764 CF / \&,l ,: Y
. \ / /
INSTALL 87LF •• i ✓. .
- \
- SPILLWAY LENGTH 10 FT
BOTTOM BASIN 603.00
V.. f...
N TRUCTION
CO S
SINGLE ROW SILT FENCE � I :' /':�'` •• •
REQ. VOLUME = 3,852 CF1. : SKIMMER SIZE 1 = 2" ``� _ t'�
O /•. /
CONC. OUTLET TO '� '. ;' _ ° ENTRANCE (TYP.) ,�>� /.: \
ACT. VOLUME= 158 660 CF ( ORIFICE SIZE (1) - 1" @ 1.79 /o v. • \ / /
CONC.OUTLET \ . `• ' .
1
: `' s
SPILLWAY LENGTH = 34 FT ) ••.• l _. /•...... • / .
j :'''
RISER = 4' X 4' I.D. PCS
\ :
..
.
BARREL = 52LF 30" RCP @ 1:56% '..• '--- I,.,,. .. '••.,. INSTALL 732LF :: ... �'::.., j....:. /
SKIMMER SIZE (1) 3" SINGLE ROW SILT FENCE `'
/:.
ARMOR TOP AND EXTERIOR EMERGENCY :...:...: .• '' .• ' r ... '' . ,-
ORIFICE SIZE (1) - 2.25 •-. .. \ (GONG. OUTLET TO CONC. ...... /' , ^ / `
SPILLWAY W/ TURF REINFORCEMENT &SEEDING \ �: ; \ \•' �'..
(SEEDING TO BE PLACED UNDER MATTING) OUTLET) �. \ /
.... •\ ................: - ,\ \
i
\.: .........:..,.....•. '-.. \ .... '•: '• ..'• .
\.,•.::
/.......
jj
1
.:
.
' •.:. OF DISTURBANCE / �.•- "/��...... ,:,.
.. LIMITS \ 11 ~:- �/ i o, : \ \�,': '
... ..•: .. TOTAL- 30.75 AG±
` •' ' \�
\ f"
... \ ..
� '-1 ...... : ', : : : '.
�, / \'' \ /
, .• •� i . j'' '
:, . \.
\
:'
\ ''•. /
\ :., :.
\, ..
\ / c \
\ .� /
, .1 \ti \��
``\ \'..
�'' .
/ /:
''
\ .
\� ..., . �. ` \\o .
.. . . , . .. .1 ,�-, ... \ % ... %. .. .. . .. "--/ . ......... * \ . 16S, , tzll�
- N, ...
. .. ... ..� .. , ,. . . ..�.. .. .......- ... .. .....
.... ...
.. .... .
.
SINGLE ROW SILT FENCE : ''� \\ / .•'.:'/.• ":••' / .
l / /
END T ON OUTLET) \•':
„ .
..
•.•
\ \ \.. Z
\ / q
• `, ' ,
�•.
d
.`: 1 . �y
\ is L
> _
�:;
:%::::..
\\ �, . �•
. . ` ::....:..Z.�:
�.. \ .•.• ° .•. SKIMMER BASIN #500 �q S
•
ffiffia
A_stt
DRAINAGE AREA = 5.03 AC.
DENUDED AREA 5.03 AC.
TOP BERM = 638.00
. SPILLWAY = 636.00 .
CLEANOUT = 634.50
BOTTOM BASIN = 633.00 .
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRIATE COE PERMITS HAVE BEEN RECEIVED. IN IREQ. VOLUME = 9,054 CF
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DEVELOPER SHALL BE REQUIRED TO OBTAINACT. VOLUME= 23,865 CF
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. SPILLWAY, LENGTH = 10 FT
. SKIMMER SIZE (1) = 4"
ORIFICE SIZE (1) = 1.5" @ 1.79%
-100
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
i 1,Am I
�lPIJ�/I
No49 eNL &w. One -Call Center
Engineer:
Is.
Know whan below.
Callbefore you dig.
R. Joe Harris Associates,
•,. '
Edi
0
1
Engineering - band Surveying Planning
1Vlanagement
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
M��rWmwkrernl
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®`®%01111111111 J* ,Neat%11111111111."
,® �`� ° CA R�� ®°°� °roe 4_\)o CA /fo °°°.
° °%° ° 0 ° °°°° ° ,�'.
° E
� , DE SS -%N . -Y -.. ®moo Q4pE SS/a� , y'
°epi q .�t ° q q °
a k, '
lS a c'°
°
a,�, SEAL ,D ° "' SEAL
c% C-4168 043341.
&•tl
° . ° o
0
G �
I'l1nrleee I---1eae
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
IT. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbtlilt Date
('llant
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Drawing Title:
Erosion Control - Initial
Phar
Project No.
Drawing No.
1
2889
DWG File Name.
2889 -Erosion Control

40LF 12" HDPE LEGEND:
SLOPE DRAIN #2
DRAINAGE AREA = 0.24 AC.
39LF 12" HDPE INV. IN = 618.00 am WWI mm M LIMITS OF DISTURBANCE
TEMPORARY SLOPE DRAIN #1 INV. OUT = 610.00
DRAINAGE AREA = 0.28 AC: CONC, OUTLET (TYP.)
INV. IN = 614.00 INSTALL 73LF
INV. OUT = 606.00 SINGLE ROW SILT FENCE 40LF 12" HDPE TREE PROTECTION FENCING
(GONG. OUTLET TO TEMPORARY SLOPE DRAIN #3
CONC. DRAINAGE AREA =0,29 AC. PROPOSED SILT FENCE
INSTALL 99LF INV. IN = 620.00
SINGLE ROW SILT FENCE
(GONG. OUTLET TO INV. OUT = 616.00
CONC. OUTLET) INSTALL 172LF PROPOSED CONSTRUCTION ENTRANCE
INSTALL 22LF
SINGLE ROW SILT FENCE DOUBLE ROW SILT FENCE
PROPOSED CONCENTRATION OUTLET
(CONC. OUTLET TO (CONC. OUTLET TO SINGLE
INSTALL 102LF ROW SILT FENCE) x -x
INSTALL 87LF CONC. OUTLET) DOUBLE ROW SILT FENCE
I I PROPOSED INLET PROTECTION
SINGLE ROW SILT FENCE (SINLGLE ROW SILT FENCE TO 41LF 12" HDPE
x -x
(CONC. OUTLET TO
CONC. OUTLET) TEMPORARY SLOPE DRAIN #4
CONC. OUTLET) CONC. OUTLET INSTALL 179LF DRAINAGE AREA = 0.35 AC. TD PROPOSED TEMPORARY DITCH
(TYP.) SINGLE ROW SILT FENCE INV. IN = 626.00
INSTALL 144LF (DOUBLE ROW SILT FENCE INV. OUT 622.00
PROPOSED STOCK PILE
SINGLE ROW SILT FENCE TO CONC. OUTLET)
INSTALL 172LF (CONC. OUTLET TO
SINGLE ROW SILT FENCE DOUBLE ROW SILT FENCE) INSTALL 227LF PROPOSED RIP RAP
(CONC. OUTLET TO CONC.
DOUBLE ROW SILT FENCE
OUTLET) RIP -RAP APRON
(GONG. OUTLET TO SINGLE PROPOSED BAFFLES
SEE DETAILS ROW SILT FENCE)
INSTALL 11 2L SINGLE ROW SILT FENCE : ' \ t
98
1
SPILLWAY TO CONCENTRATION OUTLET : � ,...... � .• � ..` � ° �° �',' � _..:� :' - �- :': - - �
( ) -�-
;/ 1 ` I •.. �\ •.:... 30' NATURAL STREAM -- 1 B \ 20
\ _
uvxK
BUFFER (TYP.) •••• \ ��;��•_ �� moi---`'~
BAFFLES (TYP.) - INSTALL 176LF \
145 B `\ ,,,
4a B :
\ SINGLE ROW SILT FENCE :,
146 B - ! \ DOUBLE ROW SILT TO 102 B
ARMOR TOP AND EXTERIOR /` ._`-_- 143 B :' :' CONC. OUTLET)
EMERGENCY SPILLWAY W/ TURF :142 B \ :...:... _ .
�-
REINFORCEMENT &SEEDING :! : ...........�...:.. PHASE .0. 1036
141 E� • ..... ,• .... �., l •... .... .... .�:` :.... •�
SEEDING TO BE PLACED UNDER -..
B_
MATTING) �� .... 140 B Tlj �.-" 1.04
�..
f
' •• '•• 47 B SEDIMENT BASIN #200 .i' ,,, ` -- �• ....,••� :-• ,.•• - •••"'� INSTALL 457LF
1 •
H #2AREA=
_ 1 9 _
.. • . o .• DRAINAGE AREA - 11.60 AC. ,� ..� ...... :......... M .,...... •.. ,.•... .. ................. •;. E •�10
INSTALL 51 LF .... I
B #, DENUDED AREA = 0.00 AC. pan �'
-. .- ,,,._. SINGLE ROW SILT FENCE
SINGLE ROW SILT FENCE
(ENCOMPASSING STOCKPILE v
'' : ,-� TEMPORARY DITCH WITH � .. � �,----
(CONC. OUTLET TO SPILLWAY)
' � � • ' TOP BERM = 610.00 :,... -. .• .• -... AREA - . ` ••••.
= CHECK DAMS SPACED AT 2j) ) INSTALL 366LF + / , 299 6
SPILLWAY - 609.00. : ,,.... ••"-� �i,y,� ,` '-,�� /
- RISER WEIR = 607.00 100 FT INTERVALS (TYP.) ➢ •.........• -`W SILT FENCE .8:.
1 r (CONC OUSINGLE OTLET TO CONC. _� ®a`
CLEANOUT = 605.50 135 B.:...............� `
2 6 OUTLET) .
i 00 g BOTTOM BASIN =602.00 : 34 B,. Z
a' 148 B 150 ® ? \
INSTALL 29LF REQ. VOLUME = 20,876 CF l
B 133 1�9 B ...�..10 f
6B
SINGLE ROW SILT FENCE 149 B 15 AC f. VOLUME = 171,580 CF \� '� ���
CONS. OUTLET TO .. L:' .'.
( "~ SPILLWAY LENGTH = 34 FT
1288`
-CONC. OUTLET) % RISER 4'X 4 LD. PCS -, .• •�. .. •. '• `•. `. i :` � 107.8-•...
98 B
: BARREL = 67LF 36" RCP @ 1.96% _ \(...............
..
RIP -RAP APRON _ -
SKIMMER SIZE (1) - 3
- /` �•
SEE DETAILS-
~., : .. •. •. ORIFICE SIZE. 1 = 2 2: 6 B: ; • • B #2� � ., :� -.•,. ` ... � ..�.:... -�'
O .7 , •. '�_� _ -.. ...•• :• .� �: �: `�: 127.•8•-•••. .. .... � ��'�� ....
275 B: 10 B.
INSTALL 109LF _------ , i�/i -. INSTALL 925LF
SINGLE W GRAN :274 B
210'
SINGLE ROW SILT FENCE NG O GE � . • /
._---� - .. : _ 0.97 AC. NOT TO BE . ` � - , :' .......... � .� : �.' • . .� .
END TO CONC. OUTLET / TREE PROTECTION FENCE
( ) 273 B `:
DISTURBED : ' : :' 126 B,....... , I
(ENCOMPASSING TREE �� •. �•. ` .` •.
2 INLET PROTECTION 1;1
c96 B
SAVE AREA„,, .
INSTALL 249LF / ) c�
1 I
F` �w
j (TYP.) 2708 �` 269 B ,.� '- 268.•8• _ 1Q�'B �� '`-�.•
W 1 T
i _ _
SINGLE RO SL /
INSTALL 1 4LF
5
267 B
INSTALL8 LF
FEN N � _ '-•
CE (CONC.,-,
' N L W
SI G E ROW SILT FENCE
12
SB.,.
SINGLE ROW SILT FENCE
77 /
OUTLET TO END •. :.. •�' •`•• •
) \ •.• .,-- •...; • (DOUBLE ROW SILT FENCE TO ,.•• •" ••• . ; � - � ...., •: '., ; �'•• (GONG. OUTLET TO CONC. � I
DOUBLE ROW SILT FENCE); 295 B
OUTLET)
.; ,: �! .: : :.. ... ••�.... • .••' -.••• ,. 12066 �
279 B 1 •' •' .i
1 INSTALL 513LF
124 B
t
1 2f ;
225
57 B.
�. B � SINGLE ROW SILT FENCE � �• '��� �" •::''
F
c ENCOMPASSING STOCKPILE \� /
INSTALL 140LF ( _ INSTALL 112LF
INSTALL 282LF \ c /
\ : AREA \ 2 ?4 E r
W ILT FE ` ) , SINGLE ROW SILT FENCE
SINGLE ROW SILT `'
SINGLE ROW S NCE
GL W
v X83 8
\ \ / 123 B
CONC. OUTLET TO SPILLWAY / \ 2 6 B 287 B (GONG. OUTLET TO CONC. �.•. :' •.�' i'
FENCE SPILLWAY .•: \ ( ) :,� 0.7 r 28a B .285 B'�.. $ #214:: :� •'•.
( -� TO CONC• .
OUTLET
OUTLET \ '\.. ••. : � i . .`;
B \
122 8.
I
-
t
f
B-#127
252'•6 �\
5 fiZ
RIP RAP APRON .
1 I t r i 1
SEE DETAILS 64 B ,- \ . \'•.
159 B
INSTALL 145LF
' SINGLE ROW SILT FENCE _ \
/
. � .... .- C .. �• X51 6: �.• ,:� 253 B ..��'. `� �''�• �`'•.' •.
:: •.............. INSTALL 3 2LF
OUTLET TO CONC. ,
1::,•,. ;; •: \ : i SINGLE ROW SILT FENCE
ARMOR TOP AND EXTERIOR EMERGENCY OUTLET) I \
` •:..' 169 B 17 B
0
-�\. ......,. ,. � I � ••. `: ': '• :. -': CONC: OUTLET TO END �.
_ ( )
SPILLWAY W/ TURF REINFORCEMENT &SEEDING -. � - � ..,.....:/ ., � �-- I .. •. •. . �. .• .., .• / ...•
\ \ 17
(SEEDING TO BE PLACED UNDER MATTING) -.• ; �x � � �••. ..,- ..d .\: •. '•. '•. � - ; `'�-•::.� 254 B ,i
INSTALL 117LF �'' . ' '.. i :.: X301 250 B \
DOUBLE ROW SILT 2 119 B'.
FENCE SINGLE \ `
•
\...............................
....... \
:. ROW SILT FENCE .,.• ..... , , :. •., •., ....... \ ..: •' . %
"-- a . 3
IN ALL F ,�. �"\ :'.. /<
TO SINGLE ROW ST 38L
255 B ✓ \ .:
249
B \
DOUBLER W SIL EN .•
.. O I F CE :
/..
T FENCE 118 B
VARIABLE NAT L
SL
e
/
A URA ' '�,: .
. ...FENCE•. : � 171 B' ............
SINGLE OW SILT ••. - � -"- �`•
STREAM BUFFER (TYP.)
\ - • :'::
TO END) :• ` � '•:_ ..: �'" ...
INSTALL 51 LF DUAL 60" RCP CLASS IV •: 256D /
248.8 ®.•
E 1
17 B `•
DOUBLE ROW SILT FENCE CULVERT. SEE SHEET CP -1
.. 1
( ) 17 :B
2
•
,
(SINGLE ROW SILT FENCE I
j f
TO END `• •`•.� ... / :' / \ ,r•`
11
I
1
/.
257 B
�-- 19
#
11 B
6
• ; � 247 B ;�• .••''% : `j
IN TALL 87LF
`SKIMMER BASIN #400 i
S •8 �
=
173 B
D - .5 AC.
I DRAINAGE AREA 1 9
L OW SIL FENCE �.. / �.
SINGLE R T
SEDIMENT BASIN #100 L FENCE T I CONSTRUCTION \ DENUDED AREA = 0.00 AC. \'
(DOUBLE ROW SIT C O .... \ ...
ENTRANCE TYP.
l TOP BERM = 624,00
DRAINAGE AREA - 10.43 AC. SPILLWAY ��•.. �•"'••• .... : � II (TYP.) �-.- .''.. ,•.. •.. •.......... �••. ''•-. �': / /:'-••.;•'
d INSTALL 192LF :SPILLWAY = 622.00 \ :` : ' 246 B4: 25$- B 115 B
DENUDED AREA = 0.00 AC. l�� / •' /.'
TOP BERM = 610.00
INSTALL 76LF SINGLE ROW SILT FENCE -
CLEANOUT - 620.75 1.74 B
"'•• DOUBLE ROW SILT FENCE �': �:. • • �': •': CONC. OUTLET TO CONC.
i.
SPILLWAY = 609:00 :. ., (
BOTTOM BASIN = 619.00
INSTALL 51 LF
RISER WEIR = 608.00 END TO END ' ) ,.•` OUTLET), � REO. VOLUME = 2,862 CF \. / r/ �•'� ti�•
DOUBLE ROW SILT FENCE
V 12 764 F
Y.
ACT. GLUME C I
CLEANOUT 605.50 ::,t�.. \ 245 B,
D O D-
EN T EN\ :•`��
175 B:`�.
- ( )871-F`_. SPILLWAY LENGTH - 10 FT
BOTTOM BASIN - 603:00\'•:
.. INSTALL '•.
I
/
KIMME SIZE 1 - 2"
:�.
- SKIMMER
REQ. VOLUME - 18,773 CF SINGLE ROW SILT FENCE � O
/. ..
- ` ORIFICE SIZE 1 - 1"
B ✓ /
ACT. VOLUME 15 650 CF
R CE I E
8 ON U T / •.
(
C C. O TLE TO • -�
•... I 260 B
SPILLWAY LENGTH = 34 FT RIP RAP.API ON ( i 244I3 '9 _
CONC.OUTLET) : • 176.6 1
RISER = 4' ' I.D. PCS
R X4
•., -., �,� .: '•:• '•..• '•.,
..SEE DETAILS :; .....,.•
INSTALL 732LF
BARREL - 52LF 30 RCP @ 1.92% \ \ \ \ / ' :; •ti /••/ ...
\\~ SINGLE ROW SILT FENCE \
SKIMMER SIZE (1) 3�� .,., ., ..�. `•. •'.., �•'••., •.• ••,•.• `:., .• •'''••.,. ��'••...... '..../ F.
.•• `'•.
ARMOR TOP AND EXTERIOR EMERGENCY
(GONG. OUTLET TO CONC.
ORIFICE SIZE (1) 2 �'•. `\ ''•.• \ `: 2 3 B �........�' •'•,��'•,-:::�•''•. / . � •
SPILLWAY W/ TURF REINFORCEMENT & SEEDING :.\ \ "' ........... OUTLET) �77 B
(SEEDING TO BE PLACED UNDER MATTING) �-
'•. -
%
�._ \...........:... '•. ••. •.• •._ •.. ••.., '••.,• .: ': .......
242 B..............:• �
'..:
�••... : : 241-13. "•.� \ \ \ `'•... •y`•.
'C /
NCE /
�. ~ . �. LIMITS OF DIS
TURBA \
�'•.. TOTAL= 30.75 AC+ �o
::::•• / 240 B �'•. /:
. '' •:'• ''•. 180 B....-.
''
''•.,,•:,.••.,••.\ \•.,,•.:;., •.,: •.. :. ''•:.''•.• `•.• •':. •'•.• •'•, •�'•-.: •.••'• ;:�'•.....:'� � ....:.:. -•�' •'7 : ,-' •,•., '•..fir? •._ .:•• .••''�� �'': �' �_>- /.`� •�'•.
V.
\ ':,'•. :. �. ...........:....• �. :::::; :.:'.::'.....::••'' 2398 /
181 ;.•
INSTALL 87LF :.••'::••::••''' /.
.- �, .• ..
-,'•..• •� , '• �\ '•.. '•. SINGLE ROW SILT FENCE \ •� / ��,�/: •;•'• .••'::•`•
.. �.• ••.. ' (GONG. OUTLET O END)
. .. :\ •.. . - . •. \. •. ••. •..........• :, .••• .. .. ..�:•:•;•' ,.•:••:>;:'' '•:�.'•:•. - 1826 �'.'•
\ `
:\
P
...........::::
f-1 T7 A Tl T T T f -I C't f -A A T T71
VICINITY A ■
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRIATE COE PERMITS HAVE BEEN RECEIVED. IN
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DEVELOPER SHALL BE REQUIRED TO OBTAIN
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
DATE I ISSUED FOR
10/12/18 initial Submittal
11/13/18 Second Submittal
R. Joe Harris .: Associates,
Engineering • Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.com
f construction ur oses until the
This drawingshall not be used or
purposes
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
'i u1 °'
®``®'H CA,R,, ®® N-- a`®®\A , R
CAR ®
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° A
SEAL SE L oz zo� �'r
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Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
A,sbuilt Drawn
Asbuilt Date
Client
DEPENDABLE V L P ENT
2649 BREKONRIDOE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering mills
Section B - phase
Drawing Title:
Erosion Control incl
Phase
Project No,
Drawing No.
2889
DWG File Name:
2889 -Erosion Control

1 '
\OCG rip^�i
GENERAL NOTES: \ tt5 WASHED C
1. SEDIMENT SHALL BE REMOVED AND TRAP ° STONE
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED /
TO 1/2 THE DESIGN DEPTH OF THE TRAP.A\ \ STORAGE --A
AREA
2. REMOVED SEDIMENT SHALL BE DEPOSITS
IN A SUITABLE AREA AND IN SUCH A o 0
MANNER THAT IT WILL NOT ERODE.
a o
3. THE STRUCTURE SHALL BE INSPECTED BY o 0
THE FINANCIALLY RESPONSIBLE PARTY OR STORAGE
HIS AGENT AFTER EACH STORM EVENT ARECATCH
AND REPAIRS MADE AS NECESSARY. BASIN
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND p0
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND /
T
THE AREA STABILIZED WHEN THE DRAINAGE j doh
BASIN HAS BEEN PROPERLY STABILIZED. PLAN VIEW \
6. ON LARGER DRAINAGE AREAS RIP RAP MAY / I
BE REQUIRED UNDER THE WASHED STONE.
7. THE DOUGHNUT INLET PROTECTION IS RESERVED 5 OR #57
FOR YARD INLETS AND DROP INLETS LOCATED WASHED STONE
IN REAR OR SIDE OF LOTS. 2.5, 1.5'
CLASS B RIP -RAP Q Q
D W
F O S 2-3.5' 1 � Q F
yll CATCH
"- BASIN "
SECTION A -A
R ORI -7-R' DO UGHNUT INLET SEDIMENT TRAP
L = THE DISTANCE SUCH THAT POINTS
A & B ARE OF EQUAL ELEVATION
-_11 -11 1
SPACING BET WEiENDITCH CHECAx'
DEFLECTOR
NCDOT /j5 OR Ef7
WASHED STON .
19 -GAUGE I / LENGTH AS NECESSARY
HARDWARE CLOT \ TO GO THRU DIKE
(PIPE RIP RAP &WASHED STONE
FILTER BERM
1` MIN. SEDIMENT PIT SEDIMENT PIT
FLEXIBLE PIPE H=D+12 +
y ,
A \ A STAKE
TIE DOWN AT END
STORAGE DIAMETER (D)
� \
GENERAL NOTES: AREA PROFILE
..s° . �.
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS \ STAKES' ,9
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 + EARTH DIKE
CATCH RIP -RAP APR
A MANNER THAT IT WILL NOT ERODE BASIN AT LESS THAN t% SLOPE j
3. THE STRUCTURE SHALL BE INSPECTED AFT
U SPECT D ER EACH STORM EVENT BY THE
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY. EXTEND TO EDGE OF DISTURBANCE
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT PLAN VIEW 19 -GAUGE HARDWARE CLOTH
EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE 4' MAX
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED, R CONSTRUCTION SPECIFICATIONS:
6. THE HARDWARE CLOTH AND GRAVEL INLET PROTECTION IS W BE USED ON ALL 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SINGLE AND DOUBLE CATCH BASINS LOCATED IN THE ROADWAY CURB AND GUTTER. \ " DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
NCDOT #5 OR 57
/- WASHED STON? HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
FLow S-� 16" FnAk
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE: BE .PERFORMED AFTER EACH STORM BY THE. FINANCIALLY. RESPONSIBLE
2' \ 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
\ EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
SLOPE DRAIN
I-MRDWARE CLOTH & GRAVEL
STORM INLET SEDIMENT TRAP
STEEL POST - 8` MAX. STEEL POST
WIRE FENCING -- CLASS I RIP RAP WIRE FENCING
--V
WOVEN FILTER FABRIC - �.- F i
PLACE STONE OVER ` T ;T to
m
CHANNEL BANKS
CLASS B RIP-RA
P 1. SFT: _ IN. ,
2 -FT. MAX, OVERFLOW TOP OF r� r G G: 6 5
I
T,
r AT C E TER WEIR BANK I f I-ITI=1 11=1 11=1 11=1 11=1 11=f I H I 1=1 I I -III -I 11=1 11=1 11=1 I I
I - III-11(--III=111=111=111=111=ITI=III=T_=LII 111=III=1I1=1I =1 'ti'f-=Ott='if
0.75 -FT. MIN a j l I 1=1 11 111 I I I=TI ( III -I I -I I( -IIS -I I I_ I Tl f 1T -I I I-T=ITI-111--.111 11=-I I I=1 I F=
_ _ _
III -III -i 11 -III III -I I I-1 11=1 11 11 11-11 111=1 11=1 11=11=1 11=1 I 1:�I I I-1 11-I I I I-III=1 I
N III III -III III -II SII III-III-I1I'T-111 III III`I1I 111-111-1II-II 11=1I1=111
Q a D Q 11, I f I I I I f I i I I I_I=_1i 1=1 11=ITI=Ti=1 11 11 INTI=�=11i 1Tf T11=1 11T=1T= -I Il 11T
1 _III, ,1 Ifl ill I 1111 I I- r11, 1� IITII I ITI I I -`I I , T
Q Q Q Q Q
III
STEEL POST
WIRE FENCING
m FILTER CLOTH -
CHANNEL BOTTOM CLASS.I RIP RAP
WIDTH
M _ #5 WASHED STONE
cvv
6"
CONCENT TION OUTLETS - SILT FENCE
CROISS SECTIONA A T R U STONE DITCH CHECK -gym
TOP OF BANK 1.5 -FT -®. CLASS B RIP -RAP
Q Q Q Q
12" of NCDOT 115 OR 1157
WASHED STONE 2 Q Q Q D Q 2
FLOW 1 \ 1 2 -FT. MAX.
AT CENTER STEELPOST 8' MAX.
Q Q Q Q Q Q STEEL POST
WIRE FENCING _ WIRE FENCING
1� 0.5-FTFILTER FABRIC
UJ
AREA WHERE 1 WOVEN FILTER FABRIC E m
SEDIMENT IS
o 5�pe
TRAPPED LENGTH AS REQUIRED IN FIELD
TO KEY INTO SIDE OF SLOPES I I I I 1=1 I L III 101=1 MCI I lEE I 1=111 I I-1 11=1 11=1 1=1 I f-�-1 11=11 I=1 11=1 I f I H I I-1 I I-
0 .I 11=111-I 11=1 I I I=1 I-=1 11=1 11=1 I I 1 I 1=1 I I-1 11=1 1111T_I==1
F DITCH (4 TO 6 TYP:) N -III=111=III 1f1=III= =11f_111=1T(--III=1(1=TTI--IT_I=111 11f_Tf II�III 1=III=1_TI=
NOTE: 11=111 -III ' I=111 -1I 1-111=1 I I-111-111=J1=1I I =) I III -I I I �J 1-f 11=11J-1 -III-I I l=l' ANCHOR SKIRT 6" MINIMUM
ROCK CHECK TO BE REMOVED FILTER CLOTH "'-'I-lil _ 111, 111II(-111=1ll�ll'� IIITI11�111=III=111-III-III-III: TIIIRII'
BY GRADING CONTRACTOR AFTER
CONSTRUCTION IS COMPLETE AND
GRASSING IS ESTABLISHED GENERAL NOTES: MAINTENANCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
/ r CHECK
SECTION
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
TYPICAL DITIiH i...HEC t.JJ_iCTION FOR A PERIOD OF MORE THAN 30 DAYS, ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
SELF -FASTENER ANGLE STEEL TYPE. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
CATCH BASIN----
� D
OUTLET
SECTION INSTALLATION.
CIATCHBASININLET PROMOTION
(INLET PROTECTION SHALL TRANSITION FROM FABRIC & WIRE MESH TO SILT SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
6 LINE WIRES WITH 12" STAY SPACING. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
5. TURN SILT FENCE UP SLOPE AT ENDS. PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
TEMPOR,4R Y SILT FENCE
CONSTRUCTION SEQUENCE:
I. OBTAIN GRAOING/EROSION CONTROL PLAN APPROVAL FROM DEQ AND/OR LOCAL REWEW AUTHORITY.
2. SET AN ON-SITE PRECONSTRUC77ON CONFERENCE WITH NC DEQ EROSION CONTROL INSPECTOR. PRECONSTRUCT70N CONFERENCE SHALL
BE USED TO CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUC77ON THAT MUST BE ADDRESSED PRIOR TO BEGINNING
GRADING ACTIVITIES.
J. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SEDIMENT BASINS, SKIMMER BASINS, AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE
NOTE:
1. DITCH SHOULD HAVE MIN. LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
3. TEMPORARY SILT DITCHES/DIVERSION DITCHES TO BE IN
PLACE LONGER THAN 30 DAYS SHALL BE TEMPORARILY
STABILIZED WITH SEED AND STRAW MULCH.
TE PO Y SILT DITCH/DIVE SIONDITCH
WITHO UT SPECIFIED LINING
INITIAL PHASE EROSION AND SEDIMENT CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED
EROSION CONTROL DEVICES. N077FY THE ENGINEER AND/OR NC DEQ INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND
UPON SATISFACTORY REVIEW OF THE EROSION CONTROL DEVICES BY THE ENGINEER AND/OR NC DEQ INSPECTOR, CONTRACTOR MAY CLEAR AND
GRUB THE REMAINDER OF THE SITE.
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH
RAINFALL ENSURING THAT ADEQUATE SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED
(FREE OF DEBRIS). ALL EROSION CONTROL FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH RAINFALL, WHICHEVER COMES FIRST.
5. THE CONTRACTOR SHALL DILIGENTLY AND CON77N000SLY MAINTAIN ALL EROSION CONTROL DEVICES TO MINIMIZE EROSION AND SEDIMENTATION.
ADDITIONAL MEASURES SHALL BE INSTALLED AS DIRECTED BY ENGINEER AND/OR NC DEQ INSPECTOR,
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS
Z. SITE SHALL BE STABILIZED AS AREAS ARE BROUGHT TO FINAL GRADE.
S. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE READILY
AVAILABLE FOR INSPECTION BY THE ENGINEER AND/OR NC DEQ INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION
ACTIVITIES AND RAINFALL DATA (AT A MINIMUM).
9. PERSONS RESPONSIBLE FOR LAND DISTURBING AC77VITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A
SELF -INSPECTION REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL IS BEING FOLLOWED.
A LIST OF POSSIBLE PHASES MAY INCLUDE.
-INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
INSTALLATION OF SEDIMENT TRAPS/BASINS
-CLEARING AND GRUBBING OF EXISTING GROUND COVER.
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT
-COMPLETION OF CONSTRUC77ON OR DEVELOPMENT.
-INSTALLATION OF STORMWA TER RETENTION MEASURES.
-QUARTERLY UN77L THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED.
10. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH 77ME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETATIVE COVER
AND/OR OTHER DEVICES (PAVEMENT, STONE, ETC...). AFTER FINAL SITE REVIEW, INDIWDUAL MEASURES MAY BE REMOVED UPON
APPROVAL BY THE ENGINEER AND/OR NC DEQ EROSION CONTROL INSPECTOR,
CONSTR UCTION SE UENCE
DATE ISSUED FOR
10/172/18 Initial Submittal
11/13/18 Second Submittal
01k . Joe Harris r Inc -
Engineering
Associates,
Engineering • Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Hort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction_
Corporate Seal Engineer's Seal
►1„111,,,,,
CA\� %,l�� 'CAR
qo"° $,°FESS/p ° �q �® ®o` •� ° °�pFESSj° o�q�'o.
m SEAL z°< U °iWo SEAL Z°o
C-4168 , ti°W 043341
p >
b
yl
rIS& ASS���0%%N®,
Project Manager
Drawn
C. Bridges
Drawn By
Department Manager
Checked
P. Murphy
Checked By
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B - Ph- ase
I: ri w,vjrtg `T'i'tle.
i
Erosion Control - Details
Project No.
Drawing No.
2889_
DWG File Nalne:
2889 -Erosion Control

100' MIN.
100' MIN.
WATER ENTRY UNIT
GENERAL NOTES:
L
F-
WITH TRASH SCREEN
1
Sediment Basin
LJ
W
23.00'
�
1.58"
W
Sediment Basin
2. PROPER ORIFICE OPENINGMUST BE SELECTED TO ENSURE POND DRAINS IN
28.00'
f-
2.14"
0.95'
Sediment Basin
in
z
10.33'
13.5"
0.50'
Sediment Basin
CONDITIONS WARRANT A CHANGE.
10.00'
U
N
0.50'
Sediment Basin #500
m
10.33
13.5"1
0.50'
D
Required
Provided
n
NOTES
Elevation
1. A STABILIZED ENTRANCE PAD OF 2-3" COURSE AGGREGATE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
Elevation
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
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
ORIZONTAL TUBE WITH A
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
Basin # 1 Initial
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
CONSTANT HYDRAULIC HEAD
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
2'
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.
WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
S'
APPROVED SEDIMENT BASIN,
3, 852 CF
STABILIZED CONS TR DICTION ENTRANCE
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
40,692 SF
WATER ENTRY UNIT
GENERAL NOTES:
L
W
WITH TRASH SCREEN
1, PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
Sediment Basin
#100
23.00'
PIPE.
1.58"
1.05`
Sediment Basin
2. PROPER ORIFICE OPENINGMUST BE SELECTED TO ENSURE POND DRAINS IN
28.00'
30.50'
2.14"
0.95'
Sediment Basin
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
10.00'
10.33'
13.5"
0.50'
Sediment Basin
CONDITIONS WARRANT A CHANGE.
10.00'
10.33'
13.5"
0.50'
Sediment Basin #500
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
10.33
13.5"1
0.50'
Provided
Required
Provided
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
Area
Elevation
Elevation
Elevation
ORIFICE OPENING INSIDE THE
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
3'
26'
ORIZONTAL TUBE WITH A
DISCHARGE END OF THE PIPE.
Basin # 1 Initial
4X4 I.D.
CONSTANT HYDRAULIC HEAD
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
2'
8'
MANNER.
6'
S'
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
3, 852 CF
158,660 CF
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
40,692 SF
SCHEDULE 40 PVC PIPE
1.72 AC
608.00
(BARREL OR ARM)
603.00
LEXIBLE HOSE
ARTHEN EMBANKMENT l
FLOAT
MERGENCY SPILLWAY PVC VENT
2:25 "-603
PIPE I
1
TOP VIEW II
SCHEDULE 40 PVC PIPE LOAT
I
-III
(BARREL OR ARM)
VC VENT PIPE
8'
7'
FLEXIBLE HOSE
POTENTIAL FOR PIPING CAN
26'
_
OCCUR. PROPER DESIGN
20,035 SF
TO MINIMIZE DISCHARGE
-
0.00 AC
AROUND PIPE MUST OCCUR.
610.00
603.00
52'
I x DEPTH
1.0'
TO THE OVERFLOW
WATER ENTRY UNIT
MINIMUM LENGTH APPLIES
END VIEW
ril Till= =111= 11I
SIDE VIEW MAINTAIN DEPRESSION TO - - - -
DISCHARGE PIPE
SCHEDULE 40
MINIMIZE CHANCE OF
(NO SCALE) SKIMMER BECOMING STUCK
1'
DRAWN BY T. R. EVANS 10/10
8'1
J. W. FAIRCLOTH & SON INC.
FAIRCLOTH SKIMMER® DISCHARGE SYSTEM
TELEPHONE: [phone]
WITH EMBANKMENT WLEPHONE: (919) 732-124
17,082 CF
FAX: [phone]
17,318 SF
EMAIL: WARRENOFAIRCLOTHSKIMMER.COM
1 9.49 AC 1
TOP OF BERM WIDTH
1 607.00
.(MIN 10')
602.00p6H602.00-601.751
TOP OF DAM
1.0'
39.81
3.00"-602
DESIGN HIGH-WATER 1' FREEBOARD
Basin # 2 Final
4X4' I.D.
SPILLWAY CREST L FOR LENGTH SPILLWAY
1.96
1'
4'
8'
7'
5'
26'
REMOVABLE
TRASH RACK IS OPTIONAL
22,650 SF
25,456 SF
11.60 AC
FOR EASE IN MAINTENANCE.
607.00
610.00
1' MIN.
52.07
DEWATERING
3"
SKIMMER
RISER CREST (SEE DETAIL)
TRASH RACK 2 3
1r �1
H
PRECAST CONCRETE RISER
Y--
SEDIMENT CLEAN
OUT ELEVATION
z
CLEAN OUT
DISCHARGE PIPE (BARREL)
Z/2
STAKE -_
BOTTOM OF BASIN
D
"
Q
\-ANTI-SEEP
COLLARS
CONC. ANCHOR
SIZE, QTY. AND SPACING VARIES
S
SEDIMENTS MER BASIN
DATA BLOCK
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE DEQ STORM WATER DESIGN MANUAL FOR
RIPRAP APRON 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 999
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT. PLAN
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 J
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. !1
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 K
�Z ,
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7, THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING z
_ B B
CHANNEL SHALL NOT BE ALLOWED. g
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON 0
SHOULD BE CONSTRUCTED IF POSSIBLE.
9, DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC W
WILL BE NECESSARY UNDER RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED. NATURAL GRADE W
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'X6' M RIP RAP M
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM �I I�
DISCHARGES. 12 MIN. DEPTH OF CLASS I RIP RAP H I
WITH FABRIC.
OUTLET
Riser
L
W
DEPTH
STONE SIZE
Sediment Basin
#100
23.00'
25.50'
1.58"
1.05`
Sediment Basin
200
28.00'
30.50'
2.14"
0.95'
Sediment Basin
300
10.00'
10.33'
13.5"
0.50'
Sediment Basin
f4OO
10.00'
10.33'
13.5"
0.50'
Sediment Basin #500
10.00'
10.33
13.5"1
0.50'
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B -B
RIP P APIAON:AT 'IPE OUTLETS
j®nM.
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
BAFFLE INSTALLATION -STEP 1 BAFFLE INSTALLATION -STEP 2
NOTES
/E STEEL FENCE POST AT LEAST 24 INTO
ID GROUND
)D POSTS ARE NOT ACCEPTABLE
FLE SPACED AS PER PLAN
-FLES SHALL BE INSTALLED PER NC EROSION
) SEDIMENT CONTROL PLANNING AND DESIGN
QUAL, BAFFLES.
0
CO C�
0 0 0
WATER ENTRY UNIT CLASS I RIP -RAP
WITH TRASH SCREEN GENERAL NOTES: 0
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE SEDIMENT TRAP
OR BASIN
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD PERSPECTIVE VIEW
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
` ORIFICE OPENING INSIDE THE INSTALLED. �
�-HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE Bl'LES
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. BAFFLE INSTALLATION
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) ARTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
LEXIBLE HOSE (MAJOR STORM EVENT)
I FLOAT
INVERT OF LOWEST STORM PVC VENT
-I� GRATE MATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
TOP VIEW -I I I FLEXIBLE NOSE MUST BE LCAT
SECURELY FASTENED TO
VC VENT PIPE I I STORM WATER THE WATER QUALITY
- DISCHARGE DISCHARGE OPENING
OPENING
OUTLET PIPE _
- LEXIBLE HOSE
H L 1.4 X DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
WATER ENTRY UNIT SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO -
NO SCALE MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY L. R..EVANS 10/10
FAIRCLOTH SKIM MER° DISCHARGE SYSTEM WITH OUTLET WWW.FAIRCLOTHSMMER.COM
STRUCTURE TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARRENOFAIRCLOTHSKIMMER.COM
L
FLOW 5' MIN.
TOP OF BERM-W-
DEWATERING(MIN)
T
SKIMMER 1.5'
EMERGENCY SPILLWAY CREST SEE DETAIL)
GENERAL NOTES: BAFFLES
SEDIMENT STORAGE
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. + ® - WATER SURFACE
X
MAXIMUM LEVEL OF SEDIMENT CLEAN OUT STAKE 12 21
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, (CLEAN BASIN OUT WHEN
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING THIS LEVEL REACHED)
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. IN THE EVENT SPILLWAYS ARE CUT iN FILL, SPILLWAY SHALL BE Z= /2
LINED WITH FABRIC & 12" MIN. DEPTH OF RIP RAP OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT 1T WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
SECTION THROUGH BASIN AND. SPILLWAY
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHNICAL ENGINEER.
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION,
CLASS 1 OR 2
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM
-� 3' -+- 4' MIN. RIP RAP
STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND CARRY RIP RAP UP
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.SIDES OF SPILLWAY -_1
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA, IF CLEAR WATER FROM UNDISTURBED AREAS IN 3 3
AP APRON DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. FLOW I / �j x` SILT FENCE 1.5' min.
EMERGENCY SPILLWAY 1 11-
RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. \
10. THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL). \
r
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR BEETLING. BAFFLES
SHOULD BE PROVIDED IN THE BASIN` REGARDLESS OF THE DIMENSIONS TO IMPEDE FLOW. r \�X RIP RAP APRON THROUGH 2' to 3.5'
�R
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED l / H BeRM " TO END OF DISTURBED AREA NATURAL GROUND
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
13 SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, / \
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. I I \
3' MIN,
15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. fix'- �X
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION X SILT FENCE
ELEVATION OF BERM AND SPILLWAY
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED. * SEE RESPECTIVE EROSION CONTROL PHASE PLANS FOR SIZE AND CONTROL OUTLETS.
17. WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT THE TOE OF A SLOPE > 10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHER 50' OF BUFFER IS NOT PROVIDED. SEDIMENT S MMER BASIN
V
GENERIAL NOTES-SEDI ENT BASINS
INITIAL PHASE FINAL PHASE
Outlet
Riser
Barrel
Barrel
D
S
y
H
1
L
Sediment Storage
Sediment Storage
Surface Area
Surface Area
Drainage
Denuded
Riser Crest
To of Dam Bottom of Da
P
Barrel
Barrel Inv.
In and
Spillway"Q"
De
Depth
10
cfs
Orifice Size
&Inv. In
Skimmer
Size
3.0" 2.00"
Diameter
Diameter
Slope
12,764 CF
1.5'
5,170 SF
622.00
3'
26'
Required
Provided
Required
Provided
Area
Area
Elevation
Elevation
Elevation
Length
Out
3'
26'
2'
10'
Basin # 1 Initial
4X4 I.D.
30"
1.569
2'
8'
7'
6'
S'
26'
3, 852 CF
158,660 CF
3,494 SF
40,692 SF
2.14 AC
1.72 AC
608.00
610.00
603.00
52'
603.00-602.00
1.0'
8.03
2:25 "-603
3"
Basin # 1 Final
4'X4' I.D.
30"
1:9270
2'
8'
7'
6'
5'
26'
18,773 CF
158,650 OF
20,035 SF
40,691 SF
10.43 AC
0.00 AC
608.00
610.00
603.00
52'
603.00-602.00
1.0'
46.06
2.00"-603
J.
Basin # 2 Initial.
4X4' /. D.
30" 1
0.517.
1'
4'
8'1
7' 1
5'
26'
17,082 CF
199,671 CF
17,318 SF
25,456 SF
1 9.49 AC 1
8.92 AC
1 607.00
1 610.00 1
602.00p6H602.00-601.751
'602.00-601.75
1.0'
39.81
3.00"-602
4"
Basin # 2 Final
4X4' I.D.
30"
1.96
1'
4'
8'
7'
5'
26'
20,876 CF
171,580 CF
22,650 SF
25,456 SF
11.60 AC
0.00 AC
607.00
610.00
602.001.0'
52.07
2.00"-602
3"
*ALL SEDIMENT AND SKIMMER BASINS MUST BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
CONTROL
MEASURE
DRAINAGE
AREA
STORAGE
REQUIRED
STORAGE
PROVIDED
CLEANOUT
DEPTH -Z
PROVIDED SPILLWAY
AREA ELEV.
H
I L
T
W
X
SKIMMER
I SIZE I ORIRCE
SKIMMER BASIN 1300
7.68 AC
13,824 CF
29,378 CF
1.5'
11,433 SF
1624.00
3'
26' 1
2'
10'5'
3.0" 2.00"
SKIMMER BASIN 1400
1.53 AC
2,754 CF
12,764 CF
1.5'
5,170 SF
622.00
3'
26'
2'
10'
5'
2.0" 1.00"
SKIMMER BASIN #5001
5.03 AC
9,054 CF
1 23,865 CF
1.5'
11,341 SF
1636,nn,
3'
26'
2'
10'
5'
14.0"11.50"
CONTROL
MEASURE
DRAINAGE
AREA
STORAGE
REQUIRED
STORAGE
PROVIDED
CLEANOUT
PROVIDED SPILLWAY
SKIMMER
DEPTH AREA ELEV. H L I T I W
X SIZE ORIFICE
SKIMMER BASIN 1400
1.59 AC
2,862 CF
12,764 CF
1.5'
5,170 SF 1622.00 3' 26' 2' 10'
5'
* SKIMMER BASINS # 300 & 500 WILL BE REMOVED DURING THE FINAL EROSION STAGE, AS SURFACE IS BROUGHT TO
FINAL GRADE AND SURROUNDING AREAS ARE STABILIZED AND RUNOFF IS DIVERTED TO SEDIMENT BASIN 1 AS SHOWN.
DATE I ISSUED EOR
10/1-2/18 Initial Submittal
11/13/18 Second Submittal
EV
9
1
R. Joe Harris & Associates, Inc.
Engineering ®band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www. rjocom.
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
cA /�?®��y�*�
ESS/0,�,° ®�' r® \'. o°A�O� EJs/O�oo.
° q '9ao ? O -9� a
a SEAL _� a °° W SEAL Z a e
o cA>�C-4168 ^{1 ` f9' 04.3341 a
QD
Project manager Drawn
C. Bridges Drawn By
Department manager Chopped
P. Murphy Checked By
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuiit Date
Client
DEPE1`141DABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
pr1Dje.0;:
Whispering Hills
Section B - Phase
Drawing Title:
Erosion Control -Details
Project NO. Drawing No.
2889
DWG Pile dame:
2889 -Erosion Control EQ -4

PROPOSED
CONCENTRATION
OUTLET (TYP..)
SILT FENCE (TYP.)
❑
SLOPE NEW
HOME ERSIED
q ❑ UNDER CONSTRUCT.
U� ❑
ou
m °-
0LO TEMPERARY
❑ CONSTRUCTION
ENTRANCE
PROPERTY
LINE
Lu w
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #1
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
13
SLOPE
NEW
HOME ERS,ED
q UNDER CONSTRUCT.
00
WJ
Um
J=
a
�o SILT FENCE (TYP.)
❑ ❑ ❑ LO
❑ ❑
TEMPERARY PROPERTY
CONSTRUCTION LINE
Lu ENTRANCE
Z w
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED,
LOT SILT FENCE PLAN #5
N.T.S.
GENTLE SLOPES
PROPOSED
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.) SILT FENCE (TYP.)
-❑ ❑ ❑ Cl ❑
777
NEW
HOME PROPOSED
UNDER STOCKPILE
CONSTRUCT. SLOPE LOCATION
TEMPERARY
CONSTRUCTION
ENTRANCE
PROPERTY
LINE
Z w
J Z
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #3
N.T.S.
CONCENTRATION
1161
1171
118
119
1201
1211
122
OUTLET (TYP.)
124
1251
1261
1271
1281
1291
130
SILT FENCE (TYP.)
132
1j:51
1341
1351
SILT FENCE (TYOPROPOSED
137
1 1.381
139
SILT FENCE P LAN #
1, 2, 3, 4, 8
❑ ❑ ❑
❑ ❑ ❑
1, 2, 3, 4, 8
1, 2, 3, 4, $
1, 2, 3, 4, 8
1, 2, 3, 4, 8
g'
1, 2; 3, 4, 8
1, 2, 3, 4, 8
1, 2; 3, 4, $
1, 2, 3, 4, 8
11,2,3,4,8
11,2,3,4,8
FPR��OPOSED/q
1, 2, 3, 4, 8
1, 2, 3; 4, 8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
1, 5, 6, 7, 8
SLOPE
NEW
HARDENED CONCRETE ON A REGULAR BASIS.
2. REMOVE HARDENED SOILDS WHOLE OR BREAK THEM UP. PROPERLY DISPOSE OF THEM OFF SITE OR RECYCLE
THEM AS ALLOWED BY THE COUNTY AND THE ENGINEER.
10. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE)
- TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED AS SHOWN ON
CONCRETE WASHOUT FACILITY.
13
CONCRETE WASHOUT FACILITIES
QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
REMOVAL OF TEMPORARY
HOME
SINGLE-FAMILY RESIDENTIAL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A 4 -INCH FREEBOARD.
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER
STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHOULD CONFORM TO:
REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED
-STRAW BALES SHALL BE A MINIMUM OF 18" HIGH, 14" WIDE, 36" LONG AND SHOULD HAVE A
AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
MINIMUM MASS OF 50 LBS. THE BALE SHOULD BE COMPOSED ENTIRELY OF VEGETATIVE MATTER,
WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK
EXCEPT FOR THE BINDING MATERIAL.
UNDER
-BALES SHALL BE BOUND WITH STEEL WIRE, NYLON, POLYPROPYLENE STRING PLACED
GROUND DISTURBANCE CAUSED BY THE
2. HOLES, DEPRESSIONS OR OTHER GROUND
STOCKPILE
HOME
MINIMUM 14 GAUGE. NYLON OR POLYPROPYLENE STRING SHOULD BE 12 GAUGE IN DIAMETER WITH A
SLOPE
PROPOSEDNEW
d
-WOOD. STAKES SHALL BE COMMERCIAL GRADE LUMBER. EACH STAKE SHOULD BE FREE FROM
A
DECAY, SPLITS OR SPLITS LONGER THAN THE THICKNESS OF THE STAKE OR ANY OTHER DEFECT THAT
❑
CONSTRUCT.
10 MIL
REINFORCEMENT SHOULD BE EQUAL TO #4 DESIGNATION OR GREATER. END PROTECTION SHOULD BE
LOCATION
NEW
HOME
NOT TO SCALE
- PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE
00
WD
11. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE)
q
q`��'
0
TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED AS SHOWN
PLAN
ON THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH
UNDER
CONSTRUCT.
STOCKPILE
LOCATION
SINGLE-FAMILY RESIDENTAIL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
0M
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A4 -INCH FREEBOARD
q
LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE OF
UNDER
CONSTRUCT.
SLOPE
LOCATION
❑
13. ON LARGE SITES WITH EXTENSIVE CONCRETE WORK, WASHOUTS SHOULD BE PLACED IN MULTIPLE LOCATIONS
FOR EASE OF USE BY CONCRETE TRUCK DRIVERS,
00
❑
00
Q�r�71-
TEMPERARY
CONSTRUCTION
ENTRANCE
ERTY
Um
LINE
z
>M
w
zz
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #2
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.) SILT FENCE (TYP.)
-❑ ❑ ❑ Cl ❑
777
NEW
HOME PROPOSED
UNDER STOCKPILE
CONSTRUCT. SLOPE LOCATION
TEMPERARY
CONSTRUCTION
ENTRANCE
PROPERTY
LINE
Z w
J Z
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #3
N.T.S.
II\1DIVID�JA,L LOT _EROSION CONTROL
PROPOSED
SILT FENCE (TYP.) CONCENTRATION
OUTLET (TYP.)
❑ ❑ 1313a❑
T /
NEW
HOMEPROPOSED
q UNDER SLOPE STOCKPILE ❑
0 CONSTRUCT. LOCATION
00
0J
Um
.! Q ❑
d� TEMPERARY
CONSTRUCTION
ENTRANCE
PROPERTY
LINE
Lu
Z
J
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #4
N.T.S.
SILT FENCE (TYP.)
NEW
HOME PROPOSED
q UNDER SLOPE STOCKPILE ❑
0 CONSTRUCT. LOCATION
LrJ \
0M
:5
MCL TEMPERARY
CONSTRUCTION
ENTRANCE ❑
PROPERTY
LINE
w
Z w
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN#8
N.T.S.
LOT#1
1151
1161
1171
118
119
1201
1211
122
1231
124
1251
1261
1271
1281
1291
130
131
132
1j:51
1341
1351
SILT FENCE (TYOPROPOSED
137
1 1.381
139
SILT FENCE P LAN #
1, 2, 3, 4, 8
11,2,3,4,8
11,2,3,4,8
1, 2, 3, 4, 8
1, 2, 3, 4, $
1, 2, 3, 4, 8
1, 2, 3, 4, 8
g'
1, 2; 3, 4, 8
1, 2, 3, 4, 8
1, 2; 3, 4, $
1, 2, 3, 4, 8
11,2,3,4,8
11,2,3,4,8
11,2,3,4, 8
1, 2, 3, 4, 8
1, 2, 3; 4, 8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
HARDENED CONCRETE ON A REGULAR BASIS.
2. REMOVE HARDENED SOILDS WHOLE OR BREAK THEM UP. PROPERLY DISPOSE OF THEM OFF SITE OR RECYCLE
THEM AS ALLOWED BY THE COUNTY AND THE ENGINEER.
10. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE)
- TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED AS SHOWN ON
CONCRETE WASHOUT FACILITY.
13
CONCRETE WASHOUT FACILITIES
QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
REMOVAL OF TEMPORARY
OPERATIONS. INCLUDE A MINIMUM 12 -INCH FREEBOARD. WASHOUTS AT SMALLER SITES, SUCH AS A
SINGLE-FAMILY RESIDENTIAL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A 4 -INCH FREEBOARD.
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER
STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHOULD CONFORM TO:
REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED
-STRAW BALES SHALL BE A MINIMUM OF 18" HIGH, 14" WIDE, 36" LONG AND SHOULD HAVE A
AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
MINIMUM MASS OF 50 LBS. THE BALE SHOULD BE COMPOSED ENTIRELY OF VEGETATIVE MATTER,
WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK
EXCEPT FOR THE BINDING MATERIAL.
AND DISPOSED F.
-BALES SHALL BE BOUND WITH STEEL WIRE, NYLON, POLYPROPYLENE STRING PLACED
GROUND DISTURBANCE CAUSED BY THE
2. HOLES, DEPRESSIONS OR OTHER GROUND
HORIZONTALLY. JUTE AND COTTON BINDING SHOULD NOT BE USED. BAILING WIRE SHALL BE A
HOME
MINIMUM 14 GAUGE. NYLON OR POLYPROPYLENE STRING SHOULD BE 12 GAUGE IN DIAMETER WITH A
SLOPE
PROPOSEDNEW
COUNTY'S SPECIFICATIONS.
-WOOD. STAKES SHALL BE COMMERCIAL GRADE LUMBER. EACH STAKE SHOULD BE FREE FROM
A
DECAY, SPLITS OR SPLITS LONGER THAN THE THICKNESS OF THE STAKE OR ANY OTHER DEFECT THAT
WOULD WEAKEN THE STAKES AND CAUSE THE STAKE TO BE STRUCTURALLY UNSUITABLE. STEEL BAR
10 MIL
REINFORCEMENT SHOULD BE EQUAL TO #4 DESIGNATION OR GREATER. END PROTECTION SHOULD BE
NEW
HOME
NOT TO SCALE
- PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE
OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPRISE THE IMPERMEABILITY OF THE MATERIAL.
11. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE)
q
q`��'
0
TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED AS SHOWN
PLAN
ON THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH
UNDER
CONSTRUCT.
STOCKPILE
LOCATION
SINGLE-FAMILY RESIDENTAIL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A4 -INCH FREEBOARD
q
LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE OF
UNDER
CONSTRUCT.
SLOPE
LOCATION
❑
13. ON LARGE SITES WITH EXTENSIVE CONCRETE WORK, WASHOUTS SHOULD BE PLACED IN MULTIPLE LOCATIONS
FOR EASE OF USE BY CONCRETE TRUCK DRIVERS,
00
❑
00
Um
Um
>M
zz
QLO
TEMPERARY
CONSTRUCTION
SILT FENCE (TYP.)
d
W,
TEMPERARY
CONSTRUCTION
ENTRANCE
NTRANCE
-0 �L-Iel
❑ o ❑
❑ ® ❑
PROPERTY
PROPERTY
LINE
LINE
Z
w
Z
PROPOSED
z
Lu
PROPOSED
CONCENTRATION
Z
CONCENTRATION
OUTLET (TYP.)
OUTLET (TYP.)
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
IS ESTABLISHED.
LOT SILT FENCE PLAN #6
LOT SILT FENCE PLAN #7
N.T.S.
N.T.S.
DETAILS
II\1DIVID�JA,L LOT _EROSION CONTROL
PROPOSED
SILT FENCE (TYP.) CONCENTRATION
OUTLET (TYP.)
❑ ❑ 1313a❑
T /
NEW
HOMEPROPOSED
q UNDER SLOPE STOCKPILE ❑
0 CONSTRUCT. LOCATION
00
0J
Um
.! Q ❑
d� TEMPERARY
CONSTRUCTION
ENTRANCE
PROPERTY
LINE
Lu
Z
J
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #4
N.T.S.
SILT FENCE (TYP.)
NEW
HOME PROPOSED
q UNDER SLOPE STOCKPILE ❑
0 CONSTRUCT. LOCATION
LrJ \
0M
:5
MCL TEMPERARY
CONSTRUCTION
ENTRANCE ❑
PROPERTY
LINE
w
Z w
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN#8
N.T.S.
LOT#1
1151
1161
1171
118
119
1201
1211
122
1231
124
1251
1261
1271
1281
1291
130
131
132
1j:51
1341
1351
136
137
1 1.381
139
SILT FENCE P LAN #
1, 2, 3, 4, 8
11,2,3,4,8
11,2,3,4,8
1, 2, 3, 4, 8
1, 2, 3, 4, $
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2; 3, 4, 8
1, 2, 3, 4, 8
1, 2; 3, 4, $
1, 2, 3, 4, 8
11,2,3,4,8
11,2,3,4,8
11,2,3,4, 8
1, 2, 3, 4, 8
1, 2, 3; 4, 8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
11,2,3,4,8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
LOT#
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
SILT FENCE PLAN#
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1; 2, 3, 4, 8
1, 2, 3; 4, 8
1, 2, 3, 4, 8
1, 2; 3, 4, 8
1, 2, 3, 4, 8
1,51678
15,6 78
15678
1567 8
56,
1 7, 8
1; 5, 6, 7, 8
1, 2, 3, 4, 5;
6, 7, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1; 2, 3, 4, 8
1, 2, 3, 4, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
LOT#
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
239
240
241
242
243
244
245
SILT FENCE PLAN#
1, 5, 6, 7 8
1 5 6 7 8
,
1 5 6 7 8
1 2 3 4 5
6, 7, 8
1 2 3 4 5
6, 7, 8
1 2 3 4 8
1 5 6, 7, 8
,
1
1, 5, 6, 7, 8
1, 2, 3, 4, 5,
6, 7, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
LOT#
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
265
266
267
268
269
270
271
272
273
274
SILT FENCE PLAN#
1,2,3,4,8
1,2,3,4,8
1,2,3,4,5,
6, 7, 8
1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,5,6,7,8
1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
1,5,6,7,8
LOT#
275
276
277
278
279
280
281
282
283
284
285
286
287
SILT FENCE PLAN#
1, 5, 6, 7, 8
1, 2, 3, 4, 5,
6, 7, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 2, 3, 4, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
1, 5, 6, 7, 8
Sl EEH SLUHES
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre Sericeo lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedezo
MAINTENANCE
FALL: August 25 - October
FALL: August 25 - October 15
SEEDING
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extends spring seeding into June add
P 9 9
To extends spring seeding into June, add
P g g
DATES
15 lbs/acre hulled Bermudagrass
15 lbs/acre hulled Bermudagrass
2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
None
tall fescue is very effective:
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
4. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT
lbs/acre limestone and 1000 lbs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10-10
AMENDMENTS
fertilizer.
fertilizer.
NOTE 1
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 21 colander days.
NOTE 2
Graded slopes and fills-- Within 21 calendar days, or completion of any phase of grading, whichever
period is shorter, slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain
erosion.
NOTE 3
_ her methods approved b DEQ.
Mulching- Apply 4,000 Ib/acre grain straw. Anchor straw by tacking with emulsified asphalt or of pp y
Anchoring of straw mulch by means other than applying asphalt tack must be verbally approved by DEQ.
NOTE 4
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated
for rapid setting (RS) or medium setting (MS). Apply asphalt at 0.10 gallons per square yard (10 gal/100 sq.ft.).
SEEDING SCHEDULE
PERMANENT GROUNDCOVER APPLICATION
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
40 lbs/acre of German millet
80 lbs/acre of tall fesue
120 lbs/acre Rye (grain)
80 lbs/acre tall fesue
MAINTENANCE
May 1 - August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15
INSPECT WHILE ACTIVITIES ARE UNDERWAY, INSPECT WEEKLY DURING THE RAINY SEASON AND OF TWO-WEEK
INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES. EACH FACILITY SHOULD BE LOCATED AWAY FROM
add 50 lbs/acre of annual Kobe lespedeza.
DATES
Apply 4000 lbs/acre straw or equivalent
Apply 4000 lbs/acre straw or equivalent
2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING
hydroseeding.
hydroseeding.
None
FACILITIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND
3. A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT
CONCRETE WASHOUT FACILITY
ONSITE CONCRETE WASHOUT FACILITY INSPECTION AND
ONSITE CONCRETE WASHOUT FACILITY PROCEDURES
MAINTENANCE
-Perimeter dikes,
WOOD POST
1. CONCRETE WASHOUT AREAS SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
1. INSPECT AND VERIFY THAT ACTIVITY ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCAITED ACTIVITIES.
2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT, FROM STORM DRAIN
INSPECT WHILE ACTIVITIES ARE UNDERWAY, INSPECT WEEKLY DURING THE RAINY SEASON AND OF TWO-WEEK
INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES. EACH FACILITY SHOULD BE LOCATED AWAY FROM
INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED IMPLEMENTATION.
CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING. THE AREA SHOULD BE
-High Quality Water
ABLE TO ACCOMODATE THE WASH OUT WASTE, CONCRETE SET UP, BE BROKEN DOWN AND THE DISPOSED OF
2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING
PROPERLY.
CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE FACILITIES AND 12 IN. FOR BELOW GRADE
None
FACILITIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND
3. A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT
DISPOSING OF HARDENED CONCRETE AND RETURING THE FACILITIES TO A FUNCTIONAL CONDITION.
OPERATORS TO UTILIZE THE PROPER FACILITIES.
3. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST, BE CONSTRUCTED AND READY FOR USE
4. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT
ONCE THE WASHOUT IS 75% FULL.
THE OPTION OF THE CONTRACTOR, TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED
STAPLES
AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE
4. REMOVE LIQUIDS OR COVER THE STRUCTURES BEFORE REDICTED RAINSTORMS TO PREVENT OVERFLOWS.
GENERATED BY WASHOUT OPERATIONS.
IFT E
5. WHEN YOU REMOVE MATERIALS FROM THE CONCRETE WASHOUT, BUILD A NEW STRUCTURE OR, H
5. TEMPORARY WASHOUT FACILITIES SHOULD HAVE ATEMPORARY PIT OR BERMED AREAS OF SUFFICIENT
PREVIOUS STRUCTURE IS STILL INTACT, INSPECT THE STRUCTURE FOR SIGNS OF WEAKENING OR DAMAGE AND
VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING
MAKE NECESSARY REPAIRS. LINE THE STRUCTURE WITH NEW PLASTIC THAT IS FREE OF HOLES OR TEARS AND
WASHOUT PROCEDURES.
REPLACE SIGNAGE IF NECESSARY. IT IS VERY IMPORTANT THAT NEW PLASTIC IS USED AFTER EVERY CLEANING
STRAW BALE
BECAUSE PUMPS AND CONCRETE REMOVAL EQUIPMENT CAN DAMAGE THE EXISTING LINER.
6. WASHOUT OF CONCRETE TRUCKS SHOULD BE PERFORMED IN DESIGNATED AREAS ONLY.
MATERAI L REMOVAL
7. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE WASH OUT.
METAL STAKES
8. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE WASH OUT.
1. CONCRETE WASHOUTS ARE DESIGNED TO PROMOTE EVAPORATION WHERE FEASIBLE. HOWEVER, IF STORED
(2 PER BALE)
LIQUID HAVE NOT EVAPORATED AND THE WASHOUT IS NEARING CAPACITY, VACUUM AND DISPOSE OF THEM IN
9, ONCE CONCRETE WASTES ARE WASHED INTO DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE
AN APPROVED MANNER WITH A WATERTIGHT CONTAINER,
SHOULD BE BROKEN UP, REMOVED AND DISPOSED OF PER SOLID WASTE MANAGEMENT. DISPOSE OF
f1
HARDENED CONCRETE ON A REGULAR BASIS.
2. REMOVE HARDENED SOILDS WHOLE OR BREAK THEM UP. PROPERLY DISPOSE OF THEM OFF SITE OR RECYCLE
THEM AS ALLOWED BY THE COUNTY AND THE ENGINEER.
10. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE)
- TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED AS SHOWN ON
CONCRETE WASHOUT FACILITY.
THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH SUFFICIENT
CONCRETE WASHOUT FACILITIES
QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
REMOVAL OF TEMPORARY
OPERATIONS. INCLUDE A MINIMUM 12 -INCH FREEBOARD. WASHOUTS AT SMALLER SITES, SUCH AS A
SINGLE-FAMILY RESIDENTIAL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A 4 -INCH FREEBOARD.
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER
STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHOULD CONFORM TO:
REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED
-STRAW BALES SHALL BE A MINIMUM OF 18" HIGH, 14" WIDE, 36" LONG AND SHOULD HAVE A
AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
MINIMUM MASS OF 50 LBS. THE BALE SHOULD BE COMPOSED ENTIRELY OF VEGETATIVE MATTER,
WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK
EXCEPT FOR THE BINDING MATERIAL.
AND DISPOSED F.
-BALES SHALL BE BOUND WITH STEEL WIRE, NYLON, POLYPROPYLENE STRING PLACED
GROUND DISTURBANCE CAUSED BY THE
2. HOLES, DEPRESSIONS OR OTHER GROUND
HORIZONTALLY. JUTE AND COTTON BINDING SHOULD NOT BE USED. BAILING WIRE SHALL BE A
REMOVAL OF THE TEMPORARY WASHOUT FACILITIES SHOULD BE
MINIMUM 14 GAUGE. NYLON OR POLYPROPYLENE STRING SHOULD BE 12 GAUGE IN DIAMETER WITH A
BACKFILLED AND REPAIRED. SEEDED, MULCHED AND CRIMPED PER THE
BREAKING STRENGTH LBS.
COUNTY'S SPECIFICATIONS.
-WOOD. STAKES SHALL BE COMMERCIAL GRADE LUMBER. EACH STAKE SHOULD BE FREE FROM
A
DECAY, SPLITS OR SPLITS LONGER THAN THE THICKNESS OF THE STAKE OR ANY OTHER DEFECT THAT
WOULD WEAKEN THE STAKES AND CAUSE THE STAKE TO BE STRUCTURALLY UNSUITABLE. STEEL BAR
10 MIL
REINFORCEMENT SHOULD BE EQUAL TO #4 DESIGNATION OR GREATER. END PROTECTION SHOULD BE
PROVIDED FOR ANY FOR EXPOSED BAR REINFORCEMENT.
NOT TO SCALE
- PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE
OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPRISE THE IMPERMEABILITY OF THE MATERIAL.
11. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE)
TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED AS SHOWN
PLAN
ON THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH
SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY
WASHOUT OPERATIONS, MINIMUM 12 -INCH FREEBOARD. WASHOUTS AT SMALLER SITES, SUCH AS A
SINGLE-FAMILY RESIDENTAIL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A4 -INCH FREEBOARD
LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE OF
HOLES, TEARS, OR OTHER DEFECTS THAT COMPRISE'rHE IMPERMEABILITY OF THE MATERIAL.
12. APPROPRIATE GRAVEL OR ROCK SHOULD COVER PATHS TO CONCRETE WASHOUT FACILITIES
13. ON LARGE SITES WITH EXTENSIVE CONCRETE WORK, WASHOUTS SHOULD BE PLACED IN MULTIPLE LOCATIONS
FOR EASE OF USE BY CONCRETE TRUCK DRIVERS,
ConcreteWaste s.
PLASTIC LINING PLAN
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
1/8" DIA. 4"
TE
JdIRE
STEEL
STAPLE DETAIL
BALE
t , , PLYWOOD
48" X 24"
,-PAINTED WHITE
Construction
www.cabmphajidbooks.com
PROPOSED
CONCENTRATION
OUTLET (TYP.)
Ground Stabilization*
Site Area. Description
3-1
Stabilization Time
Frame. Exeptions
-Perimeter dikes,
WOOD POST
None
swales, ditches and
7 days
November 13, 2018
[-"Wf
3' X3"X81
SANDBAG
-High Quality Water
3'
MONROE, NORTH CAROLINA 28110
(HQW) Zones
7 days
None
-Slopes steeperIf
CONCRETE WASHOUT
slopes are 10' or less in
than 3:1
SIGN DETAIL
length and are not steeper
(OR EQUIVALENT)
STAPLES
-Slopes 3:1 or
flatter
14 days
(2 PER BALE)
10 MIL
BINDING WIRE
greater than 50 feet
LINING
in length
-ATI othareas
STRAW BALE
None (except for
WOOD OR
NOTES
NATIVE MATERIAL.
METAL STAKES
PLASTIC LINING
(OPTIONAL)
(2 PER BALE)
1. ACTUAL LAYOUT DETERMINED
A
IN FIELD.
f1
SECTION B -B
2' N
NOT TO SCALE
SHALLOBERINSTALLED WITHIN
30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
January 2003
California Stormwater BMP Handbook 7 of 7
Construction
www.cabmphajidbooks.com
PROPOSED
CONCENTRATION
OUTLET (TYP.)
Ground Stabilization*
Site Area. Description
Stabilization Time Frame
Stabilization Time
Frame. Exeptions
-Perimeter dikes,
10'
None
swales, ditches and
7 days
November 13, 2018
slopes "
Asbuilt Date
SANDBAG
-High Quality Water
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
(HQW) Zones
7 days
None
-Slopes steeperIf
® 0 Ca
slopes are 10' or less in
than 3:1
7 days
length and are not steeper
0
than 2:1, 14 days are allowed.
-Slopes 3:1 or
flatter
14 days
7 -days for slopes
greater than 50 feet
in length
-ATI othareas
None (except for
with slopeers flatter
14 days
perimeters and HQW
than 4:1
PLASTIC LINING
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))
LINING
MIN
B WOOD FRAME SECURELY
FASTENED AROUND
w ENTIRE PERIMETER, WITH
TWO STAKES
> SECTION B -B
NOT TO SCALE
STAKE
(TYP)
10 MIL NOTES
TWO -STACKED PLASTIC LINING ROUGH 1. ACTUAL LAYOUT DETERMINED
2WOOD FRAME PLAN IN FIELD.
NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN
TYPE "ABOVE GRADE" SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
6 of 7 California Stormwater BMP Handbook January 2003
Construction
www.cabmphandbooks.com
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
`_ 1.Harris L Associates,
Engineering ® Land Surveying 9 Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjeeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
e®®®®t 1111111,',
®® �H CA CA Rp ®'o®
QQ 9�
o <v
SEAL z o ami _® SEAL 2°s
c- C-4168 z °`a 043341 = o
•®,a'1jS& ASS® ®°•®r� 'HER R ®®•®°.
1®11n 1111►���® ®,ai•' a„rl a trio
Project Manager
Drawn
Concrete sty Management
LATH &
Department Manager
10'
P. Murphy
Checked By
FLAGGING
ON ALL
November 13, 2018
_
MIN
Asbuilt Date
SANDBAG
SIDES
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
BERM
Section B - Phase
® 0 Ca
Erosion Control ® Details
Project No,
Drawing No.
2889
0
SANDBAG
10 MIL
PLASTIC LINING
UJ
ZE
0
A
0
f1
Q
0
BERM
O
0 O
0
SECTION A -A
10 MIL
NOT TO SCALE
PLASTIC LINING
PLAN
NOTTO SCALE
TYPE "BELOW GRADE"
LINING
MIN
B WOOD FRAME SECURELY
FASTENED AROUND
w ENTIRE PERIMETER, WITH
TWO STAKES
> SECTION B -B
NOT TO SCALE
STAKE
(TYP)
10 MIL NOTES
TWO -STACKED PLASTIC LINING ROUGH 1. ACTUAL LAYOUT DETERMINED
2WOOD FRAME PLAN IN FIELD.
NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN
TYPE "ABOVE GRADE" SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
6 of 7 California Stormwater BMP Handbook January 2003
Construction
www.cabmphandbooks.com
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
`_ 1.Harris L Associates,
Engineering ® Land Surveying 9 Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjeeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
e®®®®t 1111111,',
®® �H CA CA Rp ®'o®
QQ 9�
o <v
SEAL z o ami _® SEAL 2°s
c- C-4168 z °`a 043341 = o
•®,a'1jS& ASS® ®°•®r� 'HER R ®®•®°.
1®11n 1111►���® ®,ai•' a„rl a trio
Project Manager
Drawn
C. Bridges
Drawn By
Department Manager
Checked
P. Murphy
Checked By
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Wh ispering Hills
Section B - Phase
Drawing Title:
Erosion Control ® Details
Project No,
Drawing No.
2889
DWG File Name:
2889 -Erosion Control

VICINITY MAP - N.T.S.
0
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRAITE COE PERMITS HAVE BEEN RECIEVED: IN TOP BERM = 638.0
SPILLWAY = 636.008.0
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DELEVOPER SHALL BE REQUIRED TO OBTAIN CLEANOUT = 634.50
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMNET OF ANY CONSTRUCTION ACTIVITIES. BOTTOM BASIN y 633.00
REQ. VOLUME= 9,054 CF
ACT. VOLUME= 23,865 CF
SPILLWAY LENGTH = 10 FT
SKIMMER SIZE (1) = 4"
ORIFICE SIZE (1) = 1.5" @ 1.79%
DATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
Engineer:
t
Know whars beloCall w.
before 1 dig.
R. Joe Harris & Associates,
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
'Corporate Seal Engineer's Seal
1►111111117
ll /° ®®Illi 117/°j
CA Rpt �6, H CA RQ�
IES S/0 �q�' ,�'`�oo° °pFESS,
e m SEAL z o - SEAL a
C - o° y C-4168 �'=+ 043341 - d 4,�J
z eAlnft
0p
OOO.°0000°
`•, ;IS&' ASS® �® °°®NER R ,®`®
,077lIN/1A1►illla �0 ,®°t®1111x11010%
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
A ,built Drawn
Asbuilt Date
W'li-an"
DEPENDABLE DEV LO ENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 281.10
P: [phone]
Project:
lhispering Hills
Section B - Phase
Drawing Title:
Initial Erosion Control -
Drainage Are
Project No.
Drawing No.
2889
DWG File Name:
2889 -Erosion Control

TEMPORARY SLOPE DRAIN #1
DRAINAGE AREA = 0.28 AC.
C = 0.65
TEMPORARY SLOPE DRAIN #2
DRAINAGE AREA = 0.24 AC.
C = 0.54
TEMPORARY SLOPE DRAIN #3
DRAINAGE AREA = 0.29 AC.
C = 0.61
rTEMPORARY SLOPE DRAIN #4
DRAINAGE AREA = 0.35 AC.
/ C = 0,63
'J r
tiii is 87 l� v •.�
88 B
- •. 23 B
f
__ �-
... 83 B .....
::..: • '
.: 1
L`
9 9 100 8
SEDIMENT BASIN 200
# " 2_
92.8 r33 14 ` . \ \ •� : �•'�
DRAINAGE AREA= 11.6 AC. -~- / \
"
•
21
DENUDED AREA = 0.00 AC. I
20
TOP BERM = 610.00
" �•
SPILLWAY = 609.00 ................... .. -• \ \
ti
1456 \ :. :.... \ \ \\`
RISER WEIR = 607.00 � ••• '-"' � ...,
\ >
CLEANOUT - 605.50
i 144 B \@Mal
BOTTOM BASIN =602.00 \ - - fit...,., \ �•...� .•�"�: \ - \
- - - \ 2B \,. \\
REO. VOLUME= 20,876 CF i .143 BU. .. 1\\�
:142 B ...........::::
ACT. VOLUME 171,580 CF ...:.. •,.. ,... ... .:. . ''•..-. / ';: `,�.1 ;:,"'~\;;,
SPILLWAY LENGTH = 10 FT141 � I , : ... .... '•••...'� , ��� .........
�� ! x , ...
RISER = 4'X 4 I.D. PCS _ \ / -.:..
140 B \.. '� hr`s _
.r \ l~
/ B 1 X04 �; a
BARREL = 51 LF 36" RCP @ 1.96% \ ,....147 B
..
SKIMMER SIZE (1) - 3" :. o H X20 �' `� - -j :105
ORIFICE SIZE 1= 2 i ' N I �. _
O \ B #20 13.................\ 1
1 ^y r,
......... \....•.....
i
.. � 05 .; 1'37 •.. ••., . • •:. ••'' •''.. ......
`'� ''.• -... � :: :� :• .•' 136 *�'••...
F.�
\ /
# �1
3,5
i
y..
\+ ✓ #200 : �\, _ . :..�
1508 : B., 1Q6 B
t: ''•.148 B � •. a •• : , .r
s
' '"•� '- - 129 B .... •. \�-�;;,. •/.,•
151 B 152 B
_ -\
8
,: .-' '•... .: ..... : ••�....� : sem- '•........... :. .• .. ...,..�:..• •��
SEDIMENT BASIN #200 I
`.29 B
..............
i/
: 11.60 AC.
}
: C=0.61 ��, \�,.
� 276 B• � B #22 .... / /
_ T # 297
275 B: - / 108•g`.
1u4 �B
4
' 273. �-<: • -�
1
.'1��•�'�96 B•
\ o
;1 I
o
•• .` � � � ,.• ,..........:27• '� 269 268. `• 1 �•3. - c,
!
• • 26
i
5 BA
a
Ii
- 1 9 - `•.
295 B
! 27 B ' 8
r
I
1
r2 B 0 ! 15
2 .•4 _
\ B: I ' 5 !2 B
J
1
r
B #
8
13 -
1
•.•
26 v 1)
. \'
294SEDIMENT BASIN #100 B
\ 3B
••. 158 B : 10.43 A •�• /•"•
•, • �-\ C •• •2 6 B - 287 B
� � -• '•. '••.... r / •,...`:., .285 �'•., ., )3 •�'•\' � . \`�'•.,
1Y
\- ••\., '� �� 121 B
1 B.
I
"l
C 0.60
z
B:#127
25
/1
\� \
:110, 8 •
: :
I 251
1 B B. 3B ....,..
":. \
•. •., � •.., ` .. :�-•�-,,• -167 ....... , :: • •�:.....••' ..
�.........: / E : 168 1€r 179 B ;@ /
/ /
... /.. SKI #400
\
SKIMMER BASIN
1.59 AC. B 2 2 B 17 / / \
: :
....: :•... -. • .. \ .. .: .. � �: -� 30.1'..... � .•-., '•::'-.. �, . .•. /
:...... t : : - 250 B \
C 0.60 i'
r
r
i-
3 �..
2 B
249 B�✓
i
1 B
r<•'
248 B
u
. DUAL•L •I
60" RCP C ASS V
......... CULVERT E E -
• CU T S E SHEET 1
4,.
I
l
• 2.7 B
/
%�` SKIMMER BASIN #400 '• � �19 1 6 B ..• ,.••;% / .• .. •.�' \ .•
_ 3B. 2476
$ j /✓
DRAINAGE AREA - 1.59 AC. l /
SEDIMENT BASIN #100 '.....,,• ... '•., , CONSTRUCTION '•.,• ••,.. � ::. `•, •'•. ''••:., \, '•••.: ••'••. •''• DENUDED AREA -.0.00 AC.
,
TOP BERM = 624.00
DRAINAGE AREA= 10.43 AC. ENTRANCE (TYP.) /
,. 258•-8 �...... /� //
246 B 622.00
SPILLWAY = \ : 1 B /••
DENUDED AREA - 0.00 AC. / .• /;
i-
- 4
CLEANOUT 620.7
TOP BERM = 61 ..
BOTTOM .0
'••:. � O OM BAS N 619 0
SPILLWAY - 609.00
I
:
- l
.. - 2
RISE W = 0
REQ. 2 86 CF / -•''
R WEIR 6 8.00 /
- Y.
•.
CLEANOUT 605.50,
••• •• ••. . � � � '�: :`�• 'ACT. VOLUME - 12 764 CF ,
\ 3 /•..
2
i
BOTTOM BASIN = 6Q3.OU �•' � ,' SPILLWAY LENGTH - 10 FT � B:" ; '<, \':• .•''� ,✓`°,.y.•••••
REQ. VOLUME= 18,773 CF \\ ° ` SKIMMER SIZE (1) = 2"
ACT. VOLUME= VOLUME -.158,650 CF i , .� \ � • OR .. ICE SIZE
_ • . •. • •� \ �• 269 BSPILLWAY LENGTH = 30 FT 48
/
•� 'q '''\
RISER - 4'X 4' I.D. PCS
BARREL - 52LF 30" RCP @ 1.92%
SKIMMER SIZE 1 - 3"
ORIFICE SIZE (1) 2 \ \
�,
1
\ \ •• .- ., •\ .. •. .: •. \ •'•. '''••....:......... •-'•:. -.• � . / 1,7.•7.6 �} \ . --.•• '�••.,., �''-::::. ° : ��/ ' :.
\. .•
178 B: \`•:,
�'•.. ' • ., 242•
B ....... . ; � � �.,\ ''-. �`•.
\ ....�\ C 241••6
179 B
�\ \ `•. : ; \
I LIMITS OF DISTURBANCE
V. TOTAL= 30.75 AC_
180 B
\.
.•.�••. / 239 $ell
181 B
:%
•.,� .. � 182 B �'..
J
9
y -
O
r!
<
PHAB �_.. ,...�\.. �.,� ✓� `. :% f°
GRAPHIC SCALE
VICINITY IVIA - N.T.S.
DATE ISSUED FOR BBV
'10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
1k Harris
r Associates,
i
.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
%J%11111111111IIII
1
/ 1
1 1
♦H
A R ♦ t
♦ s ® s
�i
A
, N C R
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a//lnlnl® 1111111110
Project Manager
Drawn j
C. Bridges
C. Bridges
g s
Department Manager
Checked.
P. Murphy
T. Kelley
Print/Plot Date
November 13 2018
Asbullt Drawn -:
A�sbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Flills
Section B - Phase
Drawing Title:
Final Erosion Control -
Drainage Area
i
Project No.
a1W1n-9 Nu.
2889
DWG File Name:
.m
E G`
2889 -Erosion Control

SITE TOPOGRAPHY IS A COMBINATION OF FIELD SURVEY PERFORMED BY R. JOE HARRIS AND ASSOCIATES, INC.
AND AERIAL SURVEY PERFORMED BY AVIOIMAGE MAPPING SERVICES, INC.
THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE PER FEMA PANEL 3710557500J. PANEL WAS
NOT PRINTED -NO SPECIAL FLOOD HAZARD AREAS PER FEMA MAP INDEX 37167CINDOE DATED JUNE 16, 2009
BOUNDARY INFORMATION COMPILED FROM DEEDS RECORDED WITH STANLEY COUNTY AND FIELD LOCATED
PROPERTY IRONS.
HORIZONTAL DATUM TIED TO NAD 83 BY R. JOE HARRIS USING GPS LOCATION
VERTICAL DATUM TIED TO NAVD 88 BY R. JOE HARRIS USING GPS LOCATION
ALL SURVEYS LOCALIZED ON NGS MONUMENTS JANE & EFIRD
SITE SOILS INFORMATION:
KkB, MhB
1456
� a
y}7 B
h o
'•.148 B
/ 149 B
0®o
f --
158 B
\ \ r
100
K.
#1 !
133•13 13 6 131 B . , 130 B•.
r :�
DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRAITE COE PERMITS HAVE BEEN RECIEVED.
EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DELEVOPER SHALL BE REQUIRED TO OBTAI
MISSION FROM NCDEQ PRIOR TO COMMENCEMNET OF ANY CONSTRUCTION ACTIVITIES.
VICINITY MAP - N.T.S.
10
.2.99 B
:.298 B
B j
i
/293 6
2
.0
DATE I ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
K. Joe Harris & Associates,
Engineering . Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
EM
www.rjoenar�ris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA 1?6
CARO
°FESS/0$�FESS/O'L
-o q °
om SEAL '�W SEAL Z1 e
a C-4168 o m! 04,' �.
&`y
PHE
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/plot Date
November 13, 2018
Asbuilt Drawn
Asbuiit Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: (704) 238®1229
Whispering Hills
Section B - Phase
Drawing Title:
Grading Plan .. Overall
Project No.
Drawing No.
2889
DWG File Narne:
GP -
2889 -Grading Plan

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NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRAITE COE PERMITS HAVE BEEN RECIEVED. IN p STISCALE THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DELEVOPER SHALL BE REQUIRED TO OBTAIN GRAPHIC S C ALE
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMNET OF ANY CONSTRUCTION ACTIVITIES:
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118 B
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9
DATE I ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
a
Ibelow.
Call beforeyou dig.
P.L..ti:Associates,
Engineering . Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate ;peal Eng'ineer's Seal
CA1?o,
E,SS/0 % y ',® �d°°°*pFESSjQ °°;L9 ®:
o rn SEAL Z' E�+ % SEAL Tl
4 > C-416$ ^ 043341 e
®°.,,-9,Q�°°�®°°°°°°°°C\P ®•®� I �'•, app °°°°°°°°°�� ®.®®
�j®®orHER
,+11110 `e
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
'!
ASbuilt Date
62
.53 133 B ':
31.39132 P
32.87131 B
4.35 130 B
Project:
0.41' TDS
SLAB
SLAB
i SLA& '
Spot Elevations
PG 637.89
PG 633.3 �
PG 634,85
PG,636.12
DWG File Name:
g PAD =50'X65'
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P D=50'X65'
P D=50'X65'
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276 B /
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118 B
r o"o
o-
9
DATE I ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
a
Ibelow.
Call beforeyou dig.
P.L..ti:Associates,
Engineering . Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate ;peal Eng'ineer's Seal
CA1?o,
E,SS/0 % y ',® �d°°°*pFESSjQ °°;L9 ®:
o rn SEAL Z' E�+ % SEAL Tl
4 > C-416$ ^ 043341 e
®°.,,-9,Q�°°�®°°°°°°°°C\P ®•®� I �'•, app °°°°°°°°°�� ®.®®
�j®®orHER
,+11110 `e
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
ASbuilt Date
Client
DEPENDABLE DEQ LOPM T I
2649 BREKONRIDGE CENTRE DR; SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase 3 0& 4
Drawing `ribs:
Ge1%
rading Plan
Spot Elevations
Project No.
Drawing No.
2889
DWG File Name:
-
2889 -Grading Plan

SLAB ^ SLAB ro SLAB h SLAB N SI} B S�EA&�- SLAB o slA ® ^ sLABv v o sl
~ / / ^p pG 639:50 PG 640.86 PG 642.33 PG 643.80 PG 645.27 PG 646.59tpZ
547.68fPAD
PG 648.61 PG 649.52 PG 650.44 PG E
•' • / \ 128 B \ Ab = 50, jX 65' PAD ='60' X 65' PAD = 50' X 65' PAD = 50' X 65' PAD = 50' X 65' D = 50' X 65'= 50' X 65' = 50' X 65' PAD = 50'X 65' PAD = 50' X 65' PAD666$ �N cow^m— o:ro—
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85 B
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✓' ° _ 1(65 'P PG 645.62 5 PG 646.95 PG 648.02 PG 648.99 PG 649.95 PG 650.92
� PAD 50' X 65' PAD 5'
// PG 641.15 PG 641 74
PAD SLAB SLASH #214 215 SLAB SLAB I SLAB SLAB SLAB SLAB
pG 639.72
2.AT fDS
m a" �" \ / 266 B + - ' . 252-43 253 B 254 B 255 B::' 256D 257 B
( N 265 B I �, 1.
267 B
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PAD = P1�6�5 PG 647.35 PG 647.35 � PG 687.09 I PG 646.06 I "
/ ... yr �„�`' k ' PAD 50' x:65' PAD 50' X 65% � PAD 50' X 65' PAD 50' X 65' PAD- 50' X 65' �
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m§f#207271813 0
—_
a
^
ff
E
DATE ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
t'.:°org anate Neal Engineer's Seal
00111111111'1' .011311111111111
CARR .`��®�� CAR®
° �� ESS/p° ° o%q ®` ®> °�pF ESSy
Q 0 °
s° SEAL W SEAL Z°
C-4168 � - WA. n 043341 " ° C/)
it
>•;Q'�G\P`% / O
js&ASSOpHER°R
�'B��/1111111®1��® �®'OIOi111111®1®®®
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbullt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering dills
Section B - Phase
Drawing Titled
Grading Plan
Spot Elevation
Project No.
Drawing No.
2889
DWG File Marne:
2889
GP-
-Grading Plan

O GENERAL NOTES: 2
C)mo BACK OF CURB 911NMWEAU.55 USE CLASS "B" CONCRETE THROUGHOUT.. O Cn
G X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" h Q
- DN CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q h
N O A T T OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, CR 94 BAR DOWELS AT. 2 D.
r 0'n ^iN c, L?•,;; ,v':;,p p y 12" CENTERS AS DIRECTED BY THE ENGINEER. LL, -IOM
1m1 Z -•i i D Y v„ A Y 1- USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM BLAB. 0063=
2
G10 O m > IF REINFORCED CONCRETE PIPE 18 SET IN BOTTOM BLAB OF BOX, MD TO SLAB W LL
6.• ':6 AS SHOWN ON 970. N0. 840.00. h 0
2 H , O '.a, _ 6" •.4 ® 6" x USE TYPE "E", °'F" AND "G" GRATES UNLESS OTHERWISE INDICATED, h h 2 W
(,0Or 'v FOR 8'-O" IN HEIGHT OR LESS USE G" WALLS AND BOTTOM SLAB. OVER T/9 L7 -O --I
S'-0" TO 16`-0" IN HEIGHT USE 0" WALLS AND BOTTOM SLAB. ADJUST =0"
D '•o QUP)ITITIE$ ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING. h 7
OZ PLAN x '.:o •• •' .. , SEE NOTE' CHAMFER ALL EXPOSED CORNERS 1". 1 w0
T P ELEVATION SECTIO X -X DRAWING HOT TO SCALE. 0
FRPLE STEPS - STO. 90.840.06 -
- - ..
TOP ELEVATION - - -
m $ EL
O Z
TLU
a.
On SECTION Y -Y g"
RISER Mr. 0
VARIES su
C) 0s T SECTION J -J m =:.a'; c W Z
D 'p °•Cr
•'.''s WHERE 30" TO 36" PIPE IS USED ]- ~ ~
V :a: SEE NOTE I " SECTION M -E . -
V1-1 WHERE 42" TO 54" PIPE IS USED S N
2 WHERE 30" TO 36" PIPE IS USED
O W RIEHT• CVABJ
a4-
�• A �'1 �7ItLU -1'I A V-
-HERE 42" TO 54" PIPE IS USED p,...':a ., 6,..: •'0 9'':`a'.' E �`a r'•r":i: 'v};R
DETAIL SNOWING METHOD
SHEET 1 OF 2OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
1840.02 1840.021
Z
"~4.EXPANSION JOINTS
A,Oy C)IS
6'. E� 4,•a„ 4r•alr�U
fr71 OZ -01 #4S "V" 6' 6„ STD. 840.03 FRAME W -L WI y
,n p n -1 11'$" 116,. GRATE 6 HOOD. IN— O � 1-02
W "'� W
On O\ .".
gam -0 _n - ." ifl F�---~OW
i,J 01^1 �.
Ox=D R R �o �B 0" 20 Ha
" q` u v, PLAN a w
COO LL .$a ". CURB AND CUTTER WITH CATCH BASIN ON STEEP GRADES 1 W 0
w W TOP. 0
v1 m USE ON FLAT ELEY.EXPANSION JOINT - (
GRADES 2+6 AND UNDER ,jJ,,
DEPRESSED BUTTER LINE
`S EXPANSION JOINT m
PLAN OF TOP SLA® SECTION S -S
ELEVATION 0 Z
r NORMAL CURB AND GUTTER ON LIGHT GRADED LL
C)O NOflLV1L OlJttER LINE 2 W
N 2 - EXPANSION JOINT ~ d
#4 BAR .+
- V) e" E #8 "W" 0AR6 TOP 0.
.� -H ELEV. 0 8-
M iv USE ON t3 ES / VE 2+6 ......LLL
SAMCi =
C p "m v - DEPRESSED GUTTER LINE ��•' LD
(A ® EXPANSION JOINT +
CC
UJ X
DOWEL ELEVATION II®
roSECTION D -R NORMAL CURB AND GUTTER ON STEEP GRADESGO UJ 19 CV
H s
z
9
am
0
aDrD®'IT -o�+CI)
plx�
x® Dm
2000
Z1-1%r'n
m
G) z
� 2
N 0 Ca INU
1 ro Ma
c o C m
nz®
CD r v
�Z�
H
m ® �
i
7D
" RISER HAS :.228 CUBIC YARDi
rE PER FOOT HEIGHT
�zr
J C
C7 �
W
2
o�
J. MANHOLE �)-
E QQ
GENERAL NOTES:
USE CLO ALL EXPOSED CORNERS 1".
0 0 0)= 2
USE CLASS "B" CONCRETE THROUGHOUT. O O fn 3
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY, OH W LLS
D 04 BAR DOWELS AT 12" CENTERS AS DIRECTES BY THE ENGINEER. Q U 0 H
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.. - h ~ 2 W
E I IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, O U- W
1 ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. 00O
s1. " PROVIDE ALL JUNCTION BOXES OVER 3'•6" IN DEPTH WITH STEPS h
I- - - -I 12" ON CENTER$ IN ACCOflDANGE WITH $T0. N0. 80.0.68. CL.
q
Y W
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
).64 C SHORTENED MOUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER & FRAME #4 HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
PLAN OPTIONAL SPACED 6
C. TO C. MAX. DEPTH OF THIS STRUCTURE FAN TOP OF BOTTOM SLAB TO TOP
BRICK MAY BE USED. ELEVATION IS 12 FEET.
TO ADJUST FRAME & -
COVER TO SURFACE
ELEVATION MAX. V
It
#4
6 UL
O
OUTLET �PIPE
' ;" J
EOflF 11 � Z z g LU
SECTION 6r DOWEL
SECTION X -X 0 a OD
SECTION Y -Y
UJ
Ul
_J z
W
0'm0
<71
O
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.UO
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED STOPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
2
h �-
"Z Q
-
DIMENSIONS AND QUANTITIES FOR CONCRETE. JUNCTION VOXES
0 I
u �aHz
HtL CO
DIMENSIONS OF BOX AND PIPE
PIPE $PAN WIDTH HEISHT
REINFORCEMENT
BARS "A'
TOP STAB
DIMENSIONS
O m
CUBIC YARDS
IN BOX
TOTAL. QUANTITIES
BOX AND SLABS
DEWCR0H8 FON &iE
PIPE CU.YDS.
D
A.
8_
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
BILL/
FT. OF HT.
LBS. CU. YOS.
NEINF YEN. "H"
C.S.
R.C.
12"
2'-0"
2'4"
2'•31'
12
2'-9"
3'4"
W-0"
0.187
0.187
0.185
22
0.760 1
0.016
0.024
15"
2'-3"
2'-3"
2'•6"
12
3'•0"
3`•3"
3'•3"
0.186
0.196
0.204
24
0.902
0.023
0.036
18"
2'•S"
2'-8"
2'-9"
14
3'-3"
$'•8"
3'•6"
0.227
0.227
0.222
30
1.066
0.033
0.049
24"
8'-0"
3'•0"
W-3"
16
3'-9"
4'-0"
4'•0"
0.296
0.296
0.269
40
1.434
0.058
0.085
30"
3'•8"
3'4'
3141
10
1 4'-3"
4'-6"
4'-8"
0.376
0.375
0.296
51
1.880
0.092
0.127
381'
4'-0"
4'•0"
4'-3"
20
4'-9"
614"
6'-0"
0.463
0.483
0.333
64
2.341
0.132
0.178
42"
4'-0"
4'-0"
4'-9"
22
W-3"
5'-8"
6'-8"
0.660
0.560
0.370
77
2.076
0.180
0.243
48"
W-4"
W-4"
5'-3"
26
6'4"
8'•4"
0'•4"
0.743
0.743
10.407
111
3.623
0.235 -
0.317
64"
S'•10"
5'•10"
5'-9"
28
8'-7"
W-10"
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INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.UO
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED STOPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
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PERMANENT
BMP ESMT.
DRY DETENTION POND #200 (PERM)
TOP BERM = 610.00
EM. SPILLWAY = 608.00
PRINCIPAL WEIR = 605.00
BOTTOM BASIN = 602.00
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRAITE COE PERMITS HAVE BEEN RECIEVED. IN
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DELEVOPER SHALL BE REQUIRED TO OBTAIN
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMNET OF ANY CONSTRUCTION ACTIVITIES.
VICINITY MAP - N.T.S.
DRY DETENTION POND MAINTENANCE PLAN
1. THE DRAINAGE AREA WILL BE MANAGED TO REDUCE THE SEDIMENT
LOAD TO THE DRY BASIN.
2. IMMEDIATELY AFTER THE DRY EXTENDED DETENTION BASIN IS
ESTABLISHED, THE VEGETATION WILL BE WATERED TWICE WEEKLY IF
NEEDED UNTIL PLANTS BECOME ESTABLISHED (COMMONLY SIX
WEEKS)
3. NO PORTION OF THE DRY EXTENDED DETENTION POND WILL BE
FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT IS
REQUIRED TO ESTABLISH VEGETATION.
4. VEGETATION IN AND AROUND THE BASIN SHOULD BE MAINTAINED AT
A HEIGHT OF SIX INCHES (6").
5. ONCE A YEAR, A DAM SAFETY EXPERT WILL INSPECT THE
EMBANKMENT.
6. MAINTENANCE OF THE DETENTION BASIN IS THE RESPONSIBILITY OF
THE HOMEOWNERS ASSOCIATION.
7. TREES SHALL BE REMOVED FROM WITHIN THE POND AND ON THE
EMBANKMENT.
8. TRASH AND SEDIMENT SHALL BE REMOVED FROM THE INSIDE OF AND
AROUND THE POND OUTLET STRUCTURE.
9. ORIFICES ARE TO BE CLEANED AND UNCLOGGED.
10, THE OUTLET PIPE IS TO BE INSPECTED, CLEANED, AND REPAIRED AS
NEEDED.
8. SEDIMENT ACCUMULATION IS TO BE REMOVED FROM THE POND
WHEN THE VOLUME HAS BEEN REDUCED BY 25%.
9. THE POND BOTTOM SHALL BE MAINTAINED TO PROVIDE PROPER
DRAINAGE TOWARDS OUTLET STRUCTURE. (0.5% MIN BOTTOM
SLOPE).
10. ENERGY DISSIPATERS ARE TO BE INSPECTED, CLEANED, AND
REPAIRED AS NEEDED.
11. EMERGENCY SPILLWAYS SHALL BE INSPECTED AND REPAIRED AS
NEEDED.
12. EROSION ON SIDE SLOPES, IF PRESENT, SHALL BE ADEQUATELY
ADDRESSED AS NEEDED.
13. THE CITY OF LOCUST MUST BE NOTIFIED IN WRITING OF ANY
CHANGES IN MAINTENANCE RESPONSIBILITY FOR THE STORMWATER
DEVICES AT THE SITE.
14. OUTLET STRUCTURE MUST PROVIDE STEPS FOR ACCESS.
DATE I ISSUED FOR I REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
�IIr.Joe Harris c A ! "
Engineering • Land Surveying Planning
Management
U27 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoenarris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
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Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Piot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
ceder - Phase 3 & 4
Drawing Title;
BMP Plan - Overall
Project No.
Drawing No.
2889
I
DWO File Name:
BMP -
2889 -BMP

I IIII ""_••,
PER = 1000
-- --__ - EPRI CIILL�A�Y� 6" . 6
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............. •
\...........................................
DRY DETENTION POND #200 (PERM)
TOP BERM = 610.00
EM. SPILLWAY = 608.00
PRINCIPAL WEIR = 605.00
BOTTOM BASIN = 603.00
STORAGE = 111,599 CF @ TOP OF STRUCTURE
INVERT IN = 602.00
INVERT OUT = 601.50
•i
/
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145 B /
1
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\ ARMOR TOP & EXTERIOR SPILLWAY W/ TURF \
\ \ \ REINFORCEMENT MATTING & SEEDING
�\ (SEEDING TO BE PLACED UNDER MATTING)
\ \`
\ (P550 OR APPROVED EQUAL)
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PG
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\ DETENTION BASIN BARREL \ / \ B
52LF 30 1.56%
\ �\ INVERT IN = 603.00
\ `\� INVERT OUT = 602.19
_ /
..................
RIP RAP APRQN
(REFER TO DETAIL:);_ — \ -,.. '~- --� ..• '� \ `•. � � / \ �\ _ �/ -`\.
30' WIDE SPILLWAY 2
ARMOR TOP & EXTERIOR SPILLWAY W/ TURF PERMANENT
REINFORCEMENT MATTING &SEEDING BMP ESMT.
(SEEDING TO BE PLACED UNDER MATTING)
(P550 OR APPROVED EQUAL) DETENTION BASIN BARREL
RIP RAP APRON 67LF 30 @ 0.74%
(REFER TO DETAIL) INVERT IN = 602.00
GRAPHIC SCALE
INVERT OUT = 601.50
—40 0 20 40 80 160
IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR REV
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal 1
K.Joe Harris ♦. Associates,
Engineering m Land Surveying • Planning
Management
127 Ben Casey Drive, Suite t01, Fort Mill, S.C. 29703 P: [phone]
www.rjoeharris.corp
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's seal
,` %%1111111111 ''®yettauaad'>®
CA/?""CA
,•®`` ��� ° �l �°''•, r1®®o ��� Rel
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Project Manager
Drawn
C. Bridges
C. Bridges
"A"
"B"
"Cl.,
„C2„
,,D„
"E"
"I"'.,G,
Asbuilt Date
H
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 23110
P: [phone]
Project:
POND
Section hale 3
ELEV.
ELEV.
ELEV.
ELEV.
SIZE
INV.
SIZE
SLOPE INV. U/S INV. D/S
SIZE
SIZE
SIZE
#100
610.00
608.00
608.00
606.25
6"
602.00
30" RCP
1.56% 603.00 602.19.
10'
4'X4' 1. D.
8'X8'X2'
#200
610.00
608.00
607.00
605.00
12"
602.00
30" RCP
0.74% 602.00 601.50
10'
4'X4'1.D.
8'X8'X2'
IN. .
BERM WIDTH "F"
VARIES
BERM WIDTH "F"
VARIES
TOP OF EMBANKMENT "A"
�
TOP OF EMBANKMENT "A"
EMERGENCY SPILLWAY B
— — — --- `-- —
EMERGENCY SPILLWAY ,B„
TOP OF RISER -"C1"
/
TOP OF RISER -"C1"
/
MAX ELEV: 607.14 /
MAXE - 606.68
m
PRINCIPLE WEIR -TZ'/
PRINCIPLE WEIR -"C2"
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—I I II I I II I I iANTI-SEEP COLLARS
BALLAST PAD - "H"
FROM DISCHARGE PIPE
_
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BALLAST PAD - "H"
FROM DISCHARGE PIPE
(SEE DETAIL)
TO 5` PAST TOE OF SLOPE
(SEE DETAIL)
TO 5' PAST TOE OF SLOPE
NATURAL GRADE
B
NATURAL GRADE
DRY
DETB\jT"
I
DATE I ISSUED FOR REV
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal 1
K.Joe Harris ♦. Associates,
Engineering m Land Surveying • Planning
Management
127 Ben Casey Drive, Suite t01, Fort Mill, S.C. 29703 P: [phone]
www.rjoeharris.corp
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's seal
,` %%1111111111 ''®yettauaad'>®
CA/?""CA
,•®`` ��� ° �l �°''•, r1®®o ��� Rel
vo�� <�FESS/p,o�9r,P ;®.=Q0CJFESS/O
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','',1111111110% 11111J E R Iloll0®®®
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2013
Asbullt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 23110
P: [phone]
Project:
WhisperingHills
Section hale 3
Drawing Title:
Pond
Project No.
Drawing No.
2889
DW(3 File Name:
2889 -BMP

RIP-RAPAPRONATPOND OUTLETS
10'
1'
vvvveyvvvvvvvv
vv
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TURF GRASS v VARIES
TURF REINFORCEMENT v
MATTING (P550 OR v
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V
v v v
TIE TO NATURAL
GRADE
—amp- VARIES
CARRY TURF
REINFORCEMENT MATTING
UP SIDES OF SPILLWAY CARRY MATTING UP
- — SMEs n� Qo1A1AV
TOP OF BERM —
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v v v v v v v v v v v v v v v v v v v v v
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VARIES =1I I _X7 _ \7 V X7 _;7_ _ W _ I I I_I
—I _ NATURAL GROUND
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TURF REINFORCEMENT =1I I—III1-1I1=1I I "I=111=j
MATTING & SEEDING
(INSTALL TO TOE OF SLOPE)
SMP DRY DETENTION POND EMERGENCY SPILLWAY
Trash rack manufactured
by Plastic Solutions Inc X 8" min
877-877-5727
(Or approved equal)
1/4" HDPE plate bolted to
junction box structure,
weir wall 4" min.* 48"
HDPE structural plastic 1/4" plate and NOTE: TRASH RACK CAN BE USED FOR SIDE ORFICES.
grating with 1" holes and a min. of
oo0 30% of opening area manufactured
ti000000 t by Plastic Solutions Inc. or approved
00000000 �1 equal Minimum 12" clearance on
a°0 0 0 0 0 0 all 3 sides for concrete pad.
a 00000
000000
0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 000 0
FLOW o00000o0o0oco0 1 2 r
-1110-0000
®
Low flow Precast concrete riser
0 orifice
® 12" min.
4" thick concrete apron
2500 PSI (MIN.)
0
1/4" mesh wire with 6" (min.) Section
#57 washed stone face Elev. B
(Erosion Control Stages) HDPE structural plastic 1/4"
® plate and grating with 1"
holes and 'a min. of 30% of LAT ROOF TRASH RACK
opening area manufactured
311 by Plastic Solutions Inc. or ` OR AS RECOMMENDED BY MANUFACTURER
® approved equal. (CAN BE LESS THEN MIN. DEPTH SPECIFIED)
IS011letl IC single BMP O 000000 00
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00 -
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0
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\\\
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Elevation
BMP TRASH RACK
High density
polyethylene
structural plastic or Top View Trash Rack Assembly
approved equal
(All 4 sides)
SOME FORM OF TRACK RACK TO BE PROVIDED OVER PRIMARY
WEIR OPENINGS AT TOP OF STRUCTURE. TRASH RACK DETAIL
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY.
CLASS B CONCRETE
�II
-I
I—
RMANENT TURF
NFORCEMENT MATTING
-IEN BERM
BMP DRY DETENTION POND FORE AY SPILLWAY
ANTI-SEEP COLLAR
GRAPHIC SCALE
—10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
DATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
K.K Joe Harris & Associates,
Engineering ® band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
.rjoeh rris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
�e��r,►nnusoo `®®e=,�a CA �000
000 ao �j
�© a�FESS/pNo�q ��°Q��FESsj�y
®
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o° 04168 043341 = o.°
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,o%l®Sit ASS®®®%��,®e !l$ �oi00%JINER�R
Project Manager Drav+rn
C. Bridges C. Bridges
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuiit Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRlDGE CENTRE DR, SUITE '!Oq
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
Section B - Phase 3 & 4
Draliving TRIne.
P - Details
ProBect No. Drawing No.
2889
DWG File Name:
2889 -BMP
NOTES:
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2.
REFER TO THE NCDEQ STORM WATER DESIGN MANUAL FOR
PLAN
RIPRAP APRON 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 FROMTHE 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
z
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
B B
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
z
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
W
CHANNEL SHALL NOT BE ALLOWED.
8.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
SHOULD BE CONSTRUCTED IF POSSIBLE,
^�
NATURAL GRADE
9.
DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
WILL BE NECESSARY UNDER RIP RAP.
10.
ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
H
�I I
MUST BE STABILIZED.
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
RIP RAP
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
NOTE: LAYER OF FILTER FABRIC
WITH FABRIC.
PIPE DIAMETER
MINIMUM H=2/3
SECTION B—B
OUTLET
L W
DEPTH STONE SIZE
DRY DETENTION POND #100
23.00' 25.50'
1.58' min. 1.05'
DRY DETENTION POND #200
28.00' 30.50'
2.14' min. 0.95'
RIP-RAPAPRONATPOND OUTLETS
10'
1'
vvvveyvvvvvvvv
vv
vN7
TURF GRASS v VARIES
TURF REINFORCEMENT v
MATTING (P550 OR v
�1 APPROVED EQUAL) v
2 °v v 5' MIN.
v
V
V
v v v
TIE TO NATURAL
GRADE
—amp- VARIES
CARRY TURF
REINFORCEMENT MATTING
UP SIDES OF SPILLWAY CARRY MATTING UP
- — SMEs n� Qo1A1AV
TOP OF BERM —
I1=1II II1= v v v=1I1=1II=1II—I
1,; �I l l� 11 l li v v v v=1 ll—III—III=
-I I—I v v 11=1 11=T-
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SPILLWAY v II I II I II I II I I� I TOP OF BERM
v v v v- --V- v v v 111=III=
v v v v v v v v v v v v v v v v v v v v v v IjI_
v v v v v v v v v v v v v v v v v v v v v
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_ v v v v v v v v v v v v v v v v v v —
1=1111 vvvvvvvvvvvvvvvvvvclLllll
III—II vvvvvvvvvvvvvvvvv I—IIG
III—I vvvvvvvvvvvvvvvv111=1
11=1 vvvvvvvvvvvvvvv III=TI-
VARIES =1I I _X7 _ \7 V X7 _;7_ _ W _ I I I_I
—I _ NATURAL GROUND
-1 11— _I 11—I I I I I H I I—I I I I I I—_I I I=1 I I_=I I I, I I 1—_ III III—III—III= POND BOTTOM
III -1 I I III—III—III=1 I I- I' � � � -III. III -1 I I=1 I I-1
TURF REINFORCEMENT =1I I—III1-1I1=1I I "I=111=j
MATTING & SEEDING
(INSTALL TO TOE OF SLOPE)
SMP DRY DETENTION POND EMERGENCY SPILLWAY
Trash rack manufactured
by Plastic Solutions Inc X 8" min
877-877-5727
(Or approved equal)
1/4" HDPE plate bolted to
junction box structure,
weir wall 4" min.* 48"
HDPE structural plastic 1/4" plate and NOTE: TRASH RACK CAN BE USED FOR SIDE ORFICES.
grating with 1" holes and a min. of
oo0 30% of opening area manufactured
ti000000 t by Plastic Solutions Inc. or approved
00000000 �1 equal Minimum 12" clearance on
a°0 0 0 0 0 0 all 3 sides for concrete pad.
a 00000
000000
0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 000 0
FLOW o00000o0o0oco0 1 2 r
-1110-0000
®
Low flow Precast concrete riser
0 orifice
® 12" min.
4" thick concrete apron
2500 PSI (MIN.)
0
1/4" mesh wire with 6" (min.) Section
#57 washed stone face Elev. B
(Erosion Control Stages) HDPE structural plastic 1/4"
® plate and grating with 1"
holes and 'a min. of 30% of LAT ROOF TRASH RACK
opening area manufactured
311 by Plastic Solutions Inc. or ` OR AS RECOMMENDED BY MANUFACTURER
® approved equal. (CAN BE LESS THEN MIN. DEPTH SPECIFIED)
IS011letl IC single BMP O 000000 00
o rifice 00000° 000
00 -
\\ 0 0 12" min. /.
0
000000 O O N1
\\\
0000 NNN1
Elevation
BMP TRASH RACK
High density
polyethylene
structural plastic or Top View Trash Rack Assembly
approved equal
(All 4 sides)
SOME FORM OF TRACK RACK TO BE PROVIDED OVER PRIMARY
WEIR OPENINGS AT TOP OF STRUCTURE. TRASH RACK DETAIL
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY.
CLASS B CONCRETE
�II
-I
I—
RMANENT TURF
NFORCEMENT MATTING
-IEN BERM
BMP DRY DETENTION POND FORE AY SPILLWAY
ANTI-SEEP COLLAR
GRAPHIC SCALE
—10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
DATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
K.K Joe Harris & Associates,
Engineering ® band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
.rjoeh rris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
�e��r,►nnusoo `®®e=,�a CA �000
000 ao �j
�© a�FESS/pNo�q ��°Q��FESsj�y
®
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o° 04168 043341 = o.°
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/ °o°O o�\�.�1�.0` ��.,,, /'O^°o°°°°°0°0, ��`,•m`.
,o%l®Sit ASS®®®%��,®e !l$ �oi00%JINER�R
Project Manager Drav+rn
C. Bridges C. Bridges
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuiit Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRlDGE CENTRE DR, SUITE '!Oq
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
Section B - Phase 3 & 4
Draliving TRIne.
P - Details
ProBect No. Drawing No.
2889
DWG File Name:
2889 -BMP

SLOPE INSTALLATION CHANNEL INSTALLATION X.1 �M)
1-12
(30 Cm)
2"-5°�� \ �J 5 Y�� j! (15 cm)0 O
(5cm-12.5cm) / B" �» V
NORTH \ j//\ \\/ \\� (15 cm) L rv:
AMERICAN �` 4 \ /\`�\ \ :f: "`�\`/ ' , 6
GREEN o N (15'cm) 2 NORTH , >
AMERICAN
1 5
Products O
EROSION CONTROL P
0
1
3
11
O
f
Guaranteed SOLUTIONS W . .. W y ` GREEN •� _ 1,\ " -4"-
W W i 1/ i I
3B /\ �+��� W EROSION CONTROL Products /j"' 'fir ��^ 4" (10 CM)
14649 HIGHWAY 41 NORTH ^ ^ ^ ^ \ \ \ //\//\ \\j\ • ^ / f 1 \ _
EVANSVILLE, IN 47725 Guaranteed SOLUTIONS //\/�\/+ - \/ .
\/\y \ Q
l
-f /
14649 HIGHWAY 41 NORTH �/ �/----------
800-772-20401 \\
ww .na reen.Com - - -
W 9 ------ � 2"-5"
\ it '=:
• --:.::-::-:_•_:::-::{-:-_:-::-::-::- EVANSVILLE, IN 47725 -�::__-'�------- /
_ ..,,� --_- / \\ "' .I (5 CM - 12.5 CM)
.._.....-----•-----------
800-772-2040 --•------------------ -----•-------------------•---•--•--•--- .�
V
.5c w w. a reen.com \ �-:�::_:_-::::-==:.-::-:.::=-`' •�
7 m w n
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5. -
/ 4" 6„
6" v
0cm 15 CM)`
15 EM `.
/ \ \
/
0 0 S S CSEED.
1. PREPARE S IL BEF RE IN TALLING ROLLED ERO ION CONTROL PRODUCTS RECP's IN CODING ANY NECESSARY APPLICATION OF LIME FERTILIZER AND
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPs WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
1. PREPARE SOIL BEFORE 'INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
OF LIME, FERTILIZER, AND SEED, ACROSS THE WIDTH OF THE RECP's.
NOTE: WHEN USING CELL -0 -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6'' 15 CM DEEP X 6" 15 CM WIDE TRENCH RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
( ) ( ) WHEN USING THE DOT SYSTEM', STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE 4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. APART AND 4" (10 CM) ON CENTER TO SECURE RECP's,
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACINGSTAPLES/STAKES STAGGERED 4' (10 CM) APART AND 4' (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN USING THE DOT SYSTEMT" , STAPLES/STAKES 8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE NOTE:
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
RECP's WIDTH. B IF NECESSARY TO ALLOW STAPLES TO SECURE THE
NOTE: C B. PROA. JECTED WATER AND MINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO. .. = C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
PROPERLY SECURE THE RECP's. SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
REV. 01/05
REV. 01/05
STAPLE PATTERN GUIDE.. 4 STAPLE PATTERN GUIDE STAPLE PATTERN GUIDE
y
4' (1.2 Ivl) WIDE ROLLS 6.67' (2.03 M) WIDE ROLLS ��� 8' (2°4 M) WIDE ROLLS
NORTH NORTH NORTH
AMERICAN AMERICAN AMERICAN
GREEN GREEN GREEN
A
EROSION CONTROL Products O 4.00 [1.22M] EROSION CONTROL Products ® EROSION CONTROL Products O
Guaranteed SOUJTIONS
Guaranteed SOLUTIONS Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH 14649 HIGHWAY 41 NORTH IRV 14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725 4.0�.L 2M]
EVANSVILLE, IN 47725. 3' (0.9m) EVANSVILLE, IN 47725
800-772-2040 800-772-2040
800-772-2040
www.nagreen.com 8.00 www.nareen.com [2.44M] www.nogreen.com www.nogreen.com 8.00'[2.44M]
OB -�-
2.00'[0.61M]
--�- -�- 2.00- [0.61 M]
3.3' (1.Om)��
Ak Aft AD,
4.00' [1.22M]
44V I 1.6' (0.5m) 4.00'[1.22M]
F3' (0.9m) 2' (0.6m)
0.7 STAPLES PER SQ. YD. 6' (1.8m) 4' (1.2m) 0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
(0.8 STAPLES PER SQ, M)
1.6' (0.5m) 0.7 STAPLES PER SQ. YD. 3.3' (1.0m)
® © (0.8 STAPLES PER SQ. M)
-13.3' (1.Om) f
2.00' [0.61 M] 1.50'[0.46M] 2.00'[0.61M]
4.00'[1.22M] 3.00' [0.91 M] ® 4A0' [1.22M]1.50° [0.46M]
3.00'[0.91M]
ll
1-� 2.00' [0.61M]
-® 2.00'[0.61M] ®- 2.00'[0.61M]
40 40 .. .
0 0 40 40
4.00'[1.22M] (1.35 STAPLES PER SQ. M) 1.7 STAPLES PER SQ. YD. 0- 1 I 2.00'[0.61M]
(2.0 STAPLES PER SQ. M)
4.00'[1.22M] 40 40
4.00° [1.22M] 40 40
4.00'[1.22M]
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD. 1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M) 0
O (1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
2' (0.6m)
- 4' (1.2m) O 4' .2 m) + 0-_
3.00' [0.91 M] 3.00' [0.91 M] L
1.50' [0.46M] 1.50'[0.46M] ---
k 20" (0.5m) 10" (0.25m) 3.00 [0.91 M] 1.50'[0.46M] 3.00[0.91 M] 1.50' [0.46M]
0 T� ® ® � � � � �
iS
3.3' (1.0m) 20 0.5m)
®
-�- � 2.00' [0.61 M] -®� 1.00'[0.30M] 2.00'[0.61M]
�1.00'
[0.30M]
4.00'[1.22M] 2.00'[0.61M] 3.3 (1.0m) 4.00 1.22M] "„2.00'[0.61M]®
41
-� -1.00'[0.30M]
4.00' [1,22M] 0 O 0 �
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. 3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD. 3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
GRAPHIC CALF
M)5 STAPLES PER SQ
M) (4
1 STAPLES PER SQ. ..
(4.1 STAPLES PER SQ. M) (4.3 STAPLES .PER SQ. M) (4. (4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M) 0 5 _ io ?o
MATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
R. Joe Harris & Associates, Inc -
Engineering . Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29798 P: (803) 802-1.799
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Jeal Engineer's Seal
oo®eafd,taaor,, ®®o%Al,nn11111 �s
e(e o{{�.o °Oo o/�/®, •,®o �Ce°oOtl a%� ✓,
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7S& A
(8 1111111110%.
Project Manage r
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 SREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: (704) 238-1.229
Project:
Whispering Dills
Section B - Phase
Drawing Thlo,
P _ Details
Project No.
Drawing No.
2889
DWG File Name;
i
LJ
2889 -BMP

DA -HE I ISSUED FOR � REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
R. Joe Harris & Associates, Inc®
Engineering ® Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
eau1111, %%% %%J111111111.,
CA CA Ro
�aFVSS/pN
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a:S C-4168 z° n 043341
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Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot gate
November 13, 2018
Asbuilt Drawn Asbuilt [date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
r r®rjed:
Whispering ills
Se
Circ ii sc
Drawing °title.
Culvert Ian 0& Profile
Project No. Drawing No.
2889
DWG Pile Name;
2889 -Culvert Plan & Profile

FLOW
1
SECTION A -A
SECTION B—B
SECTION C—C
INSTALL TEMPORAI
RIP -RAP DISCHARG
W/GEOTEXTILE UNI
(PER DISCHARGE H
REMOVE UPON COI
OF WORK
CLASS I RIPRAP
W/GEOTEXTILE FABRIC
3. MIN,
UNNDERLAYMENT
i
Department Manager
HEAVY DUTY PLASTIC LINER,
GEOMEMBRANE OR OTHER MATERIAL
1.5' MIN. ABOVE
INSTALL 6" LAYER OF WASHED #57 STONE ON UPSTREAM FACE OF ROCK DAM.
WATER LEVEL
TRENCH (TOE) PLASTIC LINER INTO STREAM BED AND OVERLAP LINER AS .
Asbuilt Drawn
NEEDED TO PROVIDE WATERTIGHT SEAL (MAY NEED TO USE GRANULAR
Client
�— FLOW
NORMAL FLOW WATER v o v v o
SURFACE ELEVATION VARIES
6" MIN. OF #57
WASHED STONE
TEMPORARY COFFER DAM ETAIL
TYPICAL DETAIL - N.T.S.
-EXCAVATED AND TOED
INTO EXISTING STREAM
BED/SANDS AT A DEPT
SUFFICIENT TO ANCHOR
TOP OF BANK
NOTES FOR TEMPORARY COFFERDAM:
H
Drawn
1.
INSTALL CLASS I RIP -RAP DAM WITH GEOTEXTILE FABRIC UNDERLAYMENTTO
Department Manager
DIMENSIONS AND HEIGHT REQUIRED.
TOP OF BANK 2
INSTALL 6" LAYER OF WASHED #57 STONE ON UPSTREAM FACE OF ROCK DAM.
3.
TRENCH (TOE) PLASTIC LINER INTO STREAM BED AND OVERLAP LINER AS .
Asbuilt Drawn
NEEDED TO PROVIDE WATERTIGHT SEAL (MAY NEED TO USE GRANULAR
Client
BENTONITE, MASTIC OR OTHER ENVIRONMENTALLY SAFE SEALANT).
4.
LINER SHALL BE DURABLE ENOUGH TO WITHSTAND WATER PRESSURES
P: [phone]
EXERTED ON THE MATERIAL ONCE IT FACES THE TEMPORARY COFFERDAM
erin ills
Whispering H
AND BLOCKS WATERFLOW. GEOMEMBRANES AND/OR OTHER MATERIALS MAY
BE USED.
5.
WHILE LINER IS BEING TRENCHED INTO STREAM BED, POSITION BYPASS PUMPS
2889
AND HOSES TO INTERCEPT AND PUMP WATER. ONCE LINER HAS BEEN TRENCHED
DWG File Name:
ACROSS ENTIRE WIDTH OF STREAM, ROLL LINER ONTO UPSTREAM FACE OF
CP—
COFFER DAM AND BEGIN BYPASS PUMPING OF WORK SITE.
6.
INSTALL CULVERT PIPE & ENDWALLS (TRENCH ACROSS "DRY" STREAM BED) AND
COMPLETE WORK AS DILIGENTLY AS POSSIBLE. RESTORE WORK AREA TO
PRECONSTRUCTION CONTOURS,
7.
ONCE CULVERT WORK HAS BEEN COMPLETED, REMOVE COFFER DAM & RESTORE
STREAM BED TO PRECONSTRUCTION CONTOURS. REMOVE AS MUCH STONE
AS PRACTICAL FROM STREAM BED
8.
STREAM FLOW (WATER SOURCE TO DOWNSTREAM CHANNEL) SHALL BE
MAINTAINED AT ALL TIMES VIA FREEFLOW THROUGH CHANNEL OR BYPASS
PUMPING (AS MUCH AS PRACTICAL).
9.
BYPASS PUMPS SHALL BE OF SIZE AND QUANTITY NECESSARY TO PREVENT WATER
FROM OVERTOPPING THE COFFER DAM AND ENTERING INTO THE WORK SPACE.
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
Ilk. Joe Harris & Associates,
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.cera
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's seal
`sevoeuau11111' o�®sett CA rs,
CA
©FESS/pN q'': �o°°�oVESS,
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SEAL SEAL T o
S C-4168 �< a 043,341 z <w
/S&�w P/1E R
,f'1111111110 11111111111110%
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Cheeped
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPE1K11DArr3LE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
rYjj;C,ct—Whig
erin ills
Whispering H
ectien B - Phase
Effie Purl
Project No.
Drawing No.
2889
DWG File Name:
CP—
2889 -Culvert Plan & Profile

GRAPHIC SCALE\ 186 B \
�...� 187 B —100 0 50 100 200
IN FEET )
1 inch = 100 ft.
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
J,-ipy
r
'I
`:
E o` Harris
r Associates,
Engineering • band Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8021799
www.rjoeharris°corp
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
��H CARO 'C
/pe�y'® q0®®�®^....
pEESSjO
o°Q Qi
mom SEAL za�to SEAL Z
° car C-4168 043341 5--
&ASS�;;ER
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1111110
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Gate
November 13, 2018
Asbuilt Drawn
Asuuilt Gate
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase 3 00t 4
itle:r
Drawing Title-
ina e Areas
Drainage
Project No.
Drawing No.
2889
l DRG File Name:
2889 -Storm Profiles

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1+00
4+00 5+00 6+00 7+00
K
DATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
Enineer,
F` Joe Harris & Associates, Ine;
Engineering . Land Surveying ® Planning
Management
127 ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.roeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer`s Seal
CA Ro
FESS/pN� 9v,® ®�®® �nQ�pFESS/0.
rooM SEAL 9av 'AW SEAL zo
0 0 04168 `po 043341 �� a
'Alf, (]� n°° \ ♦�' �l n°n \ .®
O � ° °ono°°O ,� ♦ t , � °poo°no>°° °�
1111111111 1/111!1111`
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
AsbUilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 SREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B ® Phase
Drawing ing itle:
Storm 100 Profiles
Project No.
Drawing No.
2889
DWG File Name:
2889 -Storm Profiles

TE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
R. Joe Farris & Associates, Inc.
Engineering Land Surveying • planning
Management
127 Gen Casey Drive, Suite 101, Fort Mill, S.C.29708 Y: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
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inns~ inure
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
PrinVPlot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE V LOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
roIraC1:
Whispering Hills
Section B - Phase 3
I
Drawing Title:
I
torm 100 Profiles l
Project No.
Drawing No.
2889
DWG File Name:
2889 -Storm Profiles

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DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
1'. o- Harris& Associates,
Engineering ® Land Surveying ® Planning
Management
127 Bert Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
1111111111111'1 ®%01111111111111®
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1111111 1111111
I
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Brawn
Asbullt Date
Client
DEPENDABLE V LOP T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering mills
Section B - Phase
Drawing Title:
Storm 100 Profiles
Project No.
Drawing No.
2889
DWG Pile !dame:
2889 -Storm Profiles

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DATE ISSUED POR
10/12/18 Initial Submittal
11/13/18 Second Submittal
0
1
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort infill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
a®`ti®u a 111011t� ®
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Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 SREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering liis
Section B - Phase
01nalJ'sing YiMe:
Storm 100 Profiles
Project No.
Drawing 110.
2889
DWG File Name:
5u — /I
2889 -Storm Profiles

630
Drawn
650
C. Bridges
660
Checked
660
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
-
-
DEPENDABLE V L MENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
FINISHED GRAD
P: [phone]
Project:
Whispering Hills
Section B - Phase 3
Drawing Title:
Storm 100 Profiles
Project No.
Drawing No.
2889
DWG File Name:
EXISTING GRADE
2889 -Storm Profiles
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DATE I ISSUED FOR REQ
10/12/18 Initial Submittal 0
1.1/13/18 Second Submittal 1
R. Joe Harris & Associates, Inc.
Engineering ®Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris°corm
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
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ASS;: "�''o.0�,'�HER®R;
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE V L MENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110.
P: [phone]
Project:
Whispering Hills
Section B - Phase 3
Drawing Title:
Storm 100 Profiles
Project No.
Drawing No.
2889
DWG File Name:
2889 -Storm Profiles

1
W
DATE I ISSUED FOR BEV'
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal 1
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 802^1799
www.rjoeharris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®01®Ulllll/ll,®'
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Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
IT. Kelley
Print/Plot nate
November 13, 2013
Asbuilt Drawn
Asbullt Bate
Ciismt
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 23110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Drawing Title:
Storm 200 Profiles
Project No.
Drawing No.
2889
DWG File Name:
2889 -Storm Profiles

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HOR. SCALE:
40 0 20 40
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1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = Oft.
DATE
f ISSUED ORI REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
_ Associates,
Harris 1
Engineering • Land Surveying ® Planning
Management
127 Ben Casey prive, Suite 101, Fort Mill, S.C. 29708 P: ('803) 802-1799
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
"1111uarnroo
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C-4168 o n 043341 5-105o
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0000 °
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Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Piot bate
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOP E T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section se
Drawing tje:
Storm00 Profiles
Project No.
Drawing No.
2889
obit✓; File Name:
2889 -Storm Profiles

DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
EM
0
1
a.
Know whars below.
Callbefore I dig.
r
R ;fir ! Associates,
Engineering • Land Surveying ® Planning
Management
12 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8021799
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
001111I►111'rI %%J111illl►►►►e,
CA /Q(%°tri 1°®®1�� `, Ce
CA
1 Ro
OFESS/pN ° ° 0%9' 0,
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SEAL o c% m�W SEAL
C-4168 043341 o
° G°°°°°°°°
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,F'11111 I
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Piot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
p ojeci:
Whispering Hills
Section B - Phase
Drawing Title:
Storm 200 Profiles
Project No.
Drawing No.
2889
DWG File name:
2889 -Storm Profiles

DATE I ISSUED FOR I REV
10/12/18 Initial Submittal 0
11/13118 Second Submittal 1
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction,
Checked
Corporate Seal
Engineer's Seal
®®1j111111111111,
..11111111114
Asbuilt Drawn
Q�pFo ESSjOy
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DEPENDABLE V LOF'MENT
SEAL z
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terry 300 Profiles
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot mate
November 13, 2018
Asbuilt Drawn
Asbuilt slate
Client
DEPENDABLE V LOF'MENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering halls
ection - Phase
Drawing Teti;
terry 300 Profiles
Project No.
Drawing No.
2889
DWG Pile Name:
SD-
2889 -Storm Profiles

DATE I ISSUED FOR
'10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
1
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's deal
e°°v�i��aant'®BA' `°®0e,►e'a"►'' 1
®♦�p��N CARS`'' ����� CAR���
°00000 00 ✓�' ♦♦ O o°oo°o 0000
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�►►►►!71000100® ►►0'asa%00,%
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
C'llent
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Drawing Title:
Babbling Bkook Lane
Play & Profile
Project No.
Drawing No.
2889
DWG File Name:
m
2889 -Road. Profile

DATE ISSUED FOR REV
'10/12118 Initial Submittal 0
11/1:3/18 Second Submittal 1
. Joe arrisssociatcs, Inc.
Engineering Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Erlgineer's Seal
� `®®®►��un��d�os
® <�N CAROL® ®°�`��`?� CAROI'8.,,
E.$S/Q ,LS1®®o' ®®S=oe°�QEESS,
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U- °o C-4168 0°� 1W .� 043341 �-A 101111111111111110
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE V L PM T
2649 BREKONRIDCE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ering bills
ction B - Phase
Dray;girt
Gentle end Cove
Plan & Profile
Project No.
Drawing No.
2889
DWG File Name:
2889 -Road Profile

DATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying d Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
fill,, ®®W11111111®r®,
CARO��� OA ROS'°
�q°,°°°°°°°°° o,o ®,. °° ° ° o,o
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a C-4168 ' �� e 043341 = o
&Svo `'�.�® ',✓iJ,° o*d�
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot nate
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 281.10
P: [phone]
Project:
Whispering ills
Section B - Phase
Drawing "ride;
Gentle Bend Cove
Pian & Profie
Project No.
Drawing No.
2889_
DWG File name:
2889 -Road Profile

DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
yam;:,
Know �� elCallbefore you dig.
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
01%11111111111f, °®/e►I l i' i t rrrr®®
CAR'',° .®`'��N OARO�''°°
°�ofESS/0'.. �.-'OV ES
>Q r°4Z� ra
0 m SEAL Z r ,�✓° W SEAL '
d c, C-4168 o 043341 4 0
/NG 430,
( '°HER
Project Manager
C. Bridges
•ge
Department olio M of Ili � i Manager
Checked
P. Murphy
T Kelley
Print/Plot Date
November 2018
k «
Client
DEPENDABLE DEVELOPMENT
2649 SREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P. (704) 2381229
Project:
Whispering Hills
ection - Phase 3
Drawing Title:
Oftrecd Breeze
Plan & Profile
Project No. Drawing o.
2889
DWG File Mame:
2889 -Road Profile

DATE ISSUED FOR FREV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
R. Joe Ffarris & Associates, Inc.
Engineering . Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 1,01, Fort Mill, S,C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
01111111111
® °eeeee°e > < >°eeee,°°
°®FESS/� �y '� �a0°Q�pFESsj0, �9 ®®
o m SEAL t,°° SEAL
®p
o c C-4168®� n 043341 o
``yam/ ,�Vc & s�
►n'►'a ►►►nn
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering mills
Section B -. Phase
Drawing Title:
Whispering Hills Drive
PlanProfile
Project No.
Drawing No.
2889
DWG File Marne:
2889 -Road Profile

`\ 3IB &7sB MB 1 t \ \ \
482 LF 2" PVC SDR 21 (PSI 200) 1 I B C B f., E "B \�\ V B B
WATER MAIN C riB6 ,B, fit, \ \ 2236
2.5' OFF BOC, 3' MIN COVER - \\
9 LF 8" PVC C-900 (DR -18) \ `
WATER MAIN \
1x56 / 2.5 OFF BOC, 3' MIN COVERin
lass laaa B
33 LF 8" DIP (PC 350)
_ 143 B WATER MAIN
i 142 B 2.5' OFF BOC, T MIN COVER / 1A5 \46a B
141 B dd�����
` 140 B �+'.'A� ..�
I } 73 LF 8" DIP (PC 350) \ /
p 139 8
147 B _ _ • WATER MAIN 634 LF 8" PVC C-900. (DR -18) 138B 2.5' OFF BOC, 3' MIN COVER WATER MAIN
/ 1 VG- 367 srp �_` 137s 2.5' OFF BOC, 3' MIN COVER 0
\ i ' H f \ eS 136 B - r_ -_I I �p ��1�i�13
^5y�
v / JJj�`_' - �` r r:i4`..„•''..
/ 1488 1506 / � 1348 I
\. 151 B133
1298 �
133 B 132 B 131 B 130 B \ / �"•
/
q / 149 B 152 B ) )' h,U _� @ °CF „6. ` I ' // R %�'�.,,,` �^•,,,,,� / �"" .-..
�B
L - _ - - 128 B 10-b B /
254 LF 8" PVC C 900 (DR 18) \ . �BtcA/d _ / ,
WATER MAIN
\ 2.5' OFF BOC, T MIN COVER ' 163 s 276 B H #1 ° m' 57.10' \ IF\
_ / �/ / z75 B / _ _ _ Se°7 \ 174 LF 8" PVC C-900 (DR -18) 1ID& B 29h B
274 B - - - �. ass / WATER MAIN
TREE SAVE AREA 15a B r �� / 273 s \ \\ 4 2.5' OFF BOC, T MIN COVER / 1
272 B 1x56 / 0 33 LF 8" DIP (PC 350) J 271 B I 2708 269B 2686 \ IA09B
WATER MAIN 2678 73 LF 8" DIP (PC 350)
( / MH '(i 2.5' OFF BOC, T MIN COVER 188 LF 6" PVC C-900 (DR -18) � \ � � � WATER MAW
zna WATER MAIN \ \ \ zss 2.5' OFF BOC, 3' MIN COVER
\ L._ 40 LF 6" DIP (PC 350). q� A �
/ 2.5' OFF BOC, 3' MIN COVER I I 3TaB
156 a / 278 B �, WATER MAIN a I
282 LF 8" PVC C-900 (DR -18) isi° ' 2.5' OFF BOC, 3' MIN COVER 266
WATER MAIN 's��2o \ J 279 B 26 LF 6" DIP (PC 350) I '
2.5' OFF BOC, T MIN COVER 157 B / 8A ` 280 B WATER MAIN I- \\ \ \ 1za e 38 LF 8" DIP (PC 350)
281 B 2.5' OFF BOC, T MIN COVER WATER MAIN \ /
282 6 C 2e5 a 2.5' OFF BOC, 3' MIN COVER
\ \ \ \
`+ � � G F 8• 0$"W '. / 283 B 284 B 285 B 2 B 287.6
�\. \.a. \\ \ .` 1586 /� al.•QJ \� "_'F'VC .. �`�.I \\��� � \
\ •\ � / � ° �`Ov� / 160 � ` .-,.. _` ✓�� \ \
i g� us
#10 422 LF 8" PVC C-900 ( DR -18 \ \
� )
163 B -LF "PVC 2528 ' \ WATER MAIN , \
1sa B OFF BOC, T MIN COVER PROPOSED AMENITY AREA \
_ _ - - , �� \ \ a \ 1z1 B
M \ 165 B
H #3
Ria ea&22
/ •-``\ `' `._ / / �� \ / ` 166 B 251 B \ 253 B
IN:59&a9 EX MH #10 \��° v _ J v ` 167 B 1` H \ \ \ Cr
ar:59e.44 ~_ / / v \� / I 168 B 169 B n s / \ \ 120 B COMMON OPEN SPACE
250 a
119 B
�
Rrk W&9a
588 LF 6" PVC C-900 (DR -18)
/ \ WATER MAIN las a 255 s
/ 7 DUAL 60" RCP CLASS IV 2.5' OFF BOC, 3' MIN COVER \ \ \ \ o. < lie B
171 B
\
1 CULVERT (SEE SHEET CP -1)
RIM:813.9] 256 B
ouie°08o6:ai/eososi.a ! I _ \ �N.�6, \ 248 B \ - nO 117 B
101 LF 6" DIP (PC 350) 172 B
WATER MAIN 60 LF 6" DIP (PC 350)
2:5' OFF BOC, 3' MIN COVER \ / WATER MAIN \ 2576 /
-� 2.5' OFF BOC, 3' MIN COVER 173 B \ za7 B \ ns e f /
122 LF 8" PVC C-900 (DR -18) / \
28 LF 6" DIP (PC 350) \ .2589Q WATER MAIN /
2.5' OFF BOC, 3' MIN COVER WATER MAIN 174 zas e \ � �\ \ � / o � 115 s 2.5' OFF BOC, T MIN COVER \
259 B
`--.•A ` \\ °` \ C! / 245 B 412 LF 6" PVC C-900 (DR -18) 175 B f9
WATER MAIN \ Z 0
RIa1614.3e
IN:606.6 \ \ `... „``�'"; 2.5' OFF BOC, 3' MIN COVER /> \ \ \\ ✓../ / / /
.,..,e„•,y 3
•-___._
our-.- 260 B
176 B � ou� � ,,/ 244 e
\ \ l \ \ za3 a 443 LF 6 PVC C-900 (DR -18)
177 g
WATER MAIN
2.5' OFF BOC, T MIN COVER
\ \ ,:� • \ '° , \ tis / /
178 6
1798 \ \ 241 B
\ \ \
2409
180 B
2396
\\\ � 22 <\
RIN:a19.52\ \ \ 2
IN:612.52 \ \ 18 B
EX. F.H. ASSEMBLY
e /
\ \ I'VIASE n \ S /
RIM: 643.08
R&1s21.4e I H #21 IN: 633.70 �
IN:8r4.38
out-.14sR I OUT: 63y-56
RIM: 623.52 � \
RIH825.54 \ \. IN: 618.10/~ GRAPHIC SCALE
"6'7.24 OUT: 617.84
IN.817.24 ( \ \�
our:en.aa ` J
S
WATER SERVICES WILL BE PLACED IN THE MIDDLE OF THE LOT SO AS TO NOT BE INSTALLED IN THE
DRIVEWAYS. WATER SERVICES SHALL BE RELOCATED AT THE DEVELOPER/BUILDER'S EXPENSE IF
THE DRIVEWAYS IS PLACED ON TOP OF THE WATER SERVICE. IN CUL-DE-SAC LOTS, THE WATER
SERVICE SHALL BE PLACED ON THE OPPOSITE SIDE OF THE LOT FROM THE DRIVEWAY.
0 DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRIATE CODE PERMITS HAVE BEEN RECEIVED. I
HE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DEVELOPER SHALL BE REQUIRED TO OBTAIN
ERMISSION FROM NCDEQ PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
-100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
NOTE:
1. CONTRACTOR SHALL CONTACT STANLY COUNTY UTILITIES 48
HOURS PRIOR TO CONNECTING TO EXISTING 8" WATERMAIN.
SUMMARY OF WATER MAINS & FIRE HYDRANTS
SIZE
LENGTH
SIZE
LENGTH
2" PVC
±482 LF
T. Kelley
Print/Plot
6" PVC
±1,631 LF
6" DIP
±255 LF
8" PVC
±1,897 IF
8" DIP
±249 LF
TOTAL NO FIRE HYDRANTS: 6
TOTAL NO. LOTS OR UNITS SERVED: 113 SINGLE FAMILY LOTS
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
8"PVC SDR35
±3,523 LF
8" DIP
±143 LF
8"PVC SDR26
±1,158 LF
TOTAL NO. OF MANHOLES = 25
TOTAL NO. LOTS OR UNITS SERVED:113 SINGLE FAMILY LOTS
DATE ISSUED FOR IFIE:V
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal 1
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®e 0111111111111 ``00111111!lI�I�I
CARo�.°o`��N CARNI
®�° oFESS/p°o%/®'r �``�R)a°°�pFESS�°oy'�.
s
m SEAL°Q y - SEAL z
°o C-4168 043341 = e w
'0000,®HER1 ';0N
Manager
1� Drawn
BridgesProject
C.
Bridges
Department Manager
Checked
P.M-urphy
T. Kelley
Print/Plot
• .e . * ! i
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Drawing Title:
Utility Plan - Overall
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name
2889 -Sanitary Sewer Plan

�•.� RIM: 6,04.36
IN: 59 .26
N:598.6 (S) \ \
OUT: 598.1640P
/ SS (6
RIM: 608.22 / RIM:606.54_''�
IN: 598.89 _ SS EX MH #10 �i
/ OUT: 598.44 \ /
�, SS
` / A RINI: 608.40
!!! 00:70
OUTd060
/
RIM,610.14/ /
J IN1,59
OUT:. 60 60.54`"
/A / RIM.613.906 7 \ /
OUT: 606.67 /
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRIATE CODE PERMITS HAVE BEEN RECEIVED. IN
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DEVELOPER SHALL BE REQUIRED TO OBTAIN
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
NOTE:
1. CONTRACTOR SHALL CONTACT STANLY COUNTY UTILITIES 48
HOURS PRIOR TO CONNECTING TO EXISTING 8" WATERMAIN.
125 B
j \r
254 B
/ 255 B
SUMMARY OF WATER MAINS & FIRE HYDRANTS
SIZE
LENGTH
SIZE
LENGTH
2" PVC
±482 LF
6" PVC
±1,631 LF
6" DIP
±255 LF
8" PVC
±1;897 LF
8" DIP
±249 LF
TOTAL NO FIRE HYDRANTS: 6
TOTAL NO. LOTS OR UNITS SERVED:113 SINGLE FAMILY LOTS
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
8"PVC SDR35
±3,523 LF
8" DIP
±143 LF
8"PVC SDR26
±1,158 LF
TOTAL NO. OF MANHOLES = 25
TOTAL NO. LOTS OR UNITS SERVED:113 SINGLE FAMILY LOTS
DATE ISSUED FOR I iEV
'10/12/18 Initial Submittal 0
11/13/18 Second Submittal I
K. Joe Harris & Associates, Inc.
Engineering ® Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29705 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®®®r®aan' 111iris®! ®,,ear �►a n►►eviAa
CA /?o �.a���°CARo��11
°®FESS/p ° °/y9 ®': :eo®°°-pf ESs/,° ory
M SEAL 9�> Y �w SEAL Z
o o C-41 68 o f 043341 �� o q
y�;'�`oo°°°°°'°°o. roc•
c
:
°°°°°
\P®®• y►r,•,>,�'°NERiR'e�.�`®.
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date —
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Project
Whispering bills
Section B - Phase
Drawing Title- --- — —
tility Plan
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Sanitary Sewer Plan

112 B 1 ' , 1 1 222 B t \ \ ��..;,--�� �� �\ 1 204 E
B 4t1 1 -- 228 B
LLI Ihl 174 LF 8" PVC C-900 (DR -18) 1 �
U LLI WATER MAIN
COMMON OPEN SPACE `1'13 B 1 i 21
� iV 2.5 OFF BOC, 3 MIN COVER
/ C� 1 1 22323 �–
aQ B 73 LF $" DIP (PC 350)
WATER MAIN 1 11 1 I N 1
— 1 I
2.5' OFF BOC, 3' MIN COVER 227 B I 1 1 1 1
/N 8" G.V. 8" X 6" TEE L
1 1
38 LF 8 DIP (PC 350) I ` 122 LF 8" PVC C-900 (DR 18) 1 1 1
WATER MAIN 422 LF 8" PVC C-900 (DR -18) ! I I 225 B 226WATER MAI
B I 1
2.5' OFF BOC, 3' MIN COVER WATER MAIN 2.5'OFF F BOC, 3' MIN COVER
2.5' OFF BOC, 3' MIN COVER 8" G.V. It 1 224 B
61 / \ \ 127B 1266 1258 124B 1236 1226 1218 1206 1196 1186 1176 1166 115B �M11413
I
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
V
0
1
139 B
i
�\ 136 B / / ea 170 B 182 B ---- -- -- ---r
272 B ,. / o^� / a (-
I I
8" G.V. I 181 B
171 B 172 B 173 B 174 B 175 B 176 B 177 B 178 B 179 B 180 B I
184 B
/ �, 412 LF 6" PVC C 900
137 B / , / / I �
/ \ 283 B WATER MAIN
273 B 9 \ / 169 B / 2.5' OFF BOC, 3' MIN COVER
Of
'185 B
/ 274 B 282 61 /
H 23
68 B �
275 8 \ , 281 B
186 B
167 B
n_
2806 /
/ — 276 B \ /
166 B / I 1 ' 187 B � I
279 8
H #22 / S
/ 1656
278 B
/ 152 B \ � / � /
164 6 188 B
\ 277 B
NO DISTURBANCE SHALL TAKE PLACE WITHIN THE STREAM UNTIL THE APPROPRIATE CODE PERMITS HAVE BEEN RECEIVED. IN
THE EVENT WORK IS TO BEGIN BEFORE THE PERMITS HAVE BEEN ISSUED, THE DEVELOPER SHALL BE REQUIRED TO OBTAIN
PERMISSION FROM NCDEQ PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
KJoe Harris & Associates,
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S. C. 29708 Y: [phone]
www.rjc)eharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
a 011111'1111- W1111r11111 �.
®® ®���, cq Rpt'',,, °'��� COO
®`®4, °FESS/0y9 °°°°° %9 "r .•�` �<^° pFESSy�° 0�9'®'
° 4o
b SEAL zo% c i/ {` ° SEAL q`2 o
o C-4168 043341 Z
°°. o, o �. %gip °°°>°°°° �� •
Project Manager Drawn
C. Bridges C. Bridges`
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH, CAROLINA 28110
P: [phone]
Project:
Whispering dills
Section - Phase 3 & 4
Drawing Title: Utility Pn
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889-SanitarySewer Plan

ONMEMENNEWRFAMMO
10/12/18 Initial Submittal
11/13/18 Second Submittal
a
R. J®e Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Bert Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction,
Corporate Sea] Engineer's Sea]
®,+®®1►Illil/('y' ®+++111111111'r�
CA P
CA R
;` e °FESS/p °°°°q '✓ ®` pFESS/p
°Rp
°q 9
m SEAL cD o / >°W SEAL
C-4168 Q° U �:I�9T 043341 = oFo
'��S&� ASS����NE
s1//11111►++
Project Manager
prawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot pate
November 13, 2018
Asbullt prawn
,Asbullt pate
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
proj cf:
Whispering Flills
Section B ® Phase
Drawing Title: , —
ewer Plan & Profile
LineSS-1
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Sanitary Sewer Plan

DATE I ISSUED FOR PIE
10/12/18 Initial Submittal 0
'11/13/18 Second Submittal i
1
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying Planning
Management
127 Bea Casey Drive, Suite 101, Fort Mill, S.C. 29708 F: [phone]
www.rjo(l.harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®+`Ileullll®ii)>
`®S®Q`�a�11�11F11C11A11R/1o,'9,dCARpESESS/p9 >� SL�
y.'
%
J
SEAL c9s / 2 a SEAL
m o C-4168 Cr - 0433411PAIn r\3 o* = o
�p.� O`® � ®I S/
'''•,.R�js ASS�� f ,�,� �pNER R
,rail/1111111+�®+ � �'
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018 _
Asbuilt Drawn Asbuilt gate
Client
DEPENDABLE V L O P" T
2649 BREKONRIUGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hili
Section B - Phase
Title:
Sewer Plan & Profile
Linc
Project No. Drawing No.
2889 (Stanly # 19-51)
D%,,110 f=ile dame:
2889 -Sanitary Sewer Plan UP

DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
am
Ic
/ 3
r�
N.4 Cmn@;.4.a One -Call Center
Is.
Know below.
Call beftre you g
K. Joe Harris,& Harris,Associates, Inc.
Engineering ® Land surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
NOUNNEM
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
CAR
®®�aeaps i+ue,r
ofESS/04-1
0 O
O
��Irn SEAL �g�T
C.- c
> > C-4168 �a
o >zF qYAt
Engineer's seal
�`®®w®n
00`��� ° CA Rod
C>>Q,0ESS,
0. 9 ':
O O Y �
®O 9 r
e l °
>r° SEAL
043341 o
few -Z
r�NER, ®`aoo®®®®
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Privet/blot Date
November 13, 2018
Asbuilt brawn
Asbuil't Lute
Client
DEPENDABLE: DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase 3 & 4
Drawing Title:
Sewer Plan Profile
Lin -3
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Sanitary Sewer Plan

DA`I'S ISSUED FORREV_
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
mow wharsbelow.
N�vt� Civ aCteK One -Call Center Callbefore
Engineer:
1x. J®e Harris & Associates,Inc.
Engineering „ Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 V: [phone]
www.rjoeharris°corn
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®11111111i/®i®, �1%%1I1111111,
CAROB'' .®°'��� CAROB''°®
®rT, SEAL ° � , �'W SEAL ' a
®G'
.:S C-4168�VFW/ -,n.043341 � <`
/Vo --
ASS�G
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2013
Asbuilt Drawn Asbuilt Date
Client
DEPENDABLE V L ENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, FORTH CAROLINA 28110
P: [phone]
Project:
WhIispering Flills
Section has
Drawing Title,
Sewer Plan Profile
Lin a
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Sanitary Sewer Plan

ISSUED FOR
1C/12/18 Initial Submittal
'11/13/18 Second Submittal
ti
Knowwhafthelow.
Callbefore you dig.
Engineer:
R. Joe Harris & .Associates, Inc.
Engineering ® band Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort. Mill, S.C. 29708 P: [phone]
offill I'm
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction;
Corporate Seal Engineer's Seal
°,eeeeu a 11++lld�
%00111111111111
CA sCARO
Esso °°°9
4
4 ,P °
SEAL 9z0j�� SEAL 2 _
v 9 C-4168 �, :11 043341.
®n
-9 °oho"°c°op<°°p°° IRs`
111111111 /11l111e
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Cate
November 13, 2018
Asbuilt Brawn
Asbuilt Late
Uient
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE NORTH CAROLINA 28110
P: [phone]
Project,
is erin Fills
Section B - Phase 1 & 4
Drawing Title:
Sewer Plan 8,. Profile
Lire ®4
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Narne:
2889 -Sanitary Sewer Plan

DATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18. Second Submittal 1
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjOE,l.harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®ost 9 u 111111s a®
CA Ro
RO
41- //i ° r
0 0
SEAL °v <� SEAL z^
o C-4168° °'4�0 043341
�
V�''�/
A41
SSD\V,�®®®° �''s��,NER,�;
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date
tsliy:.t
DEPENDABLE
DEVELOPMENT
2549 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project.
Whispering Hlills
Section B ® Phase 3
5 -tvi11Y ial :
Sewer Plan 8t Pro -file
Ling ®5
Project No. Drawing No.
2889 (Stanly # 19-51)
DVVO File Name:
2889 -Sanitary Sewer Plan

DATE
ISSUED FOR I REV
10/12/18 Initial Submittal 0
11/13/18 Second .Submittal 1
®
Joe arris & associates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P; [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®®®0111111111/)', %%J11111111 til
CA Ro
SEALzo// SEAL Zo
C-4168 old! r ?>`�;c� 043,341 _ ® 4,4
NG &
/1111111111 /1111111111
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbtillt date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering dills
Section ro" - Phase 3
Drawing Title:
Sewer Plan & Profile
Line SS -5
Project No, Drawing No.
2889 (Stanly # 19-51)
DWG File Narne:
2889 -Sanitary Sewer Plan

DATE ISSUED FOR REV
'10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
9 %%%%%%///%///////%////////////%// II
A. Joe Harris & Associates, Inc.
Engineering Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjc(oharris.c®m
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's :weal
111$,CAS'' 00111111111111.#, CA R
°,eeeee,oe°'® ®®e
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C-4168 z; 043341 z o
°°eeoo°oo
Pr ject Manager
Drawn
C. Bridges
C. Bridges
Department
Murphy
T Kelley
Ll
Print/Plot Date
NovemberP.
1
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Flills
Section - Phase
Drawing Title:
Sewer Plan & Profile
Line SS -6
Project No. Drawl g t3.
2889 (Stanly # 19-51)
DWQ File Name:
2889 -Sanitary Sewer Plan

DATE ISSUED FOR REV
'10/12/18 Initial Submittal 0
11/13/18 Second Submittal' i
r. r
Know whars below.
_a' before you dig.
Engineering • Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
`®,®,ennfiNJ�! 0%A%J111111/111.*
CARp�N, CA Rod,
Z. ��� °*pFESS ° oq .,
° ¢ N ..s /04'..
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C o®� C-4168 d� :� 1° ®n 043341
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Project Manager
Drawn
C. Bridges
C. Bridges
Department manager
Checked
P. Murphy
T. Kelley
Forint/riot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE
DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH
CAROLINA 28110
P: [phone]
Project;
Whispering
Ills
Section B -
Phase
awin Tide,
Water 1101ain
Profile
Whispering
Fills rive
Project No.
Drawing No.
2889 (Stanly # 19-51)
DWrA File Warne:
2889 -Water Profile

DA"M ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
HEV
0
1
R. Joe Harris & Associates, Inc.
Engineering Land Surveying ® Planning
Management
127 Ben Casey, Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms, and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
%%J11111111 J%%1111111111
� ®®%%ue'111111,
CARo'� ®®o��� eE06:1
®°moo°�oFESS/pN „�`®�aeQOF SS/0, y''®
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o� SEAL
®®O o z r SEAL
°
C-4168 04334 1 ZZ'Ae°
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ASS��� '' o OE
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Piot mate
November 13, 2018
Asbuilt Drawn Asbuilt Data
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
pfo.t:
Whispering 1-lills
Section Phase 3
Drawing Title-
Water
itle-flat r Main Profile
Gentle Bend Cove
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Water Profile —
--

DA-rE ISSUED FOR REV
'10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
I. Joe orris ass®ciaics, roc.
Engineering ® Lana Surveying Planning
Management
L27 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®®®,a,eunu��o a�®ieea'oi
(U CAR ' .{\ N CAR ,
ESS/0 ° °%9 ®': :® ��°°"�pF ESSj °°,y',®
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oC-4168 °c7" .� ° 043341 < w
y a NG & \
'O000°oo°°° �.
® ®°° P
��Sdc ASSN,.®`` 'r�% .0 NER R
�.
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
n speringg Hills
Section ® Phase 3 & 4
Drawing Title: —
ter Main Profile
Gen -tie end Cove
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG t=ile Name:
2889 -Water Profile

S I.J �r� 7 ;� iF F �sl
Via:"t" j
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying 4 Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
NFAROMEM
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
°O"%%J1111f11,111 r 0111111111,��
CA Rel �® : °°°��N ° CA /?o
of ESSIp41- q ®` �oESS/p y �®
SEAL z®U ww SEAL 11
C-4168 043341
®®°®"�
®os' / 00006009°0^\��. ��'s ��®� 00000000° \e°o®
//
Project Manager
Drawn
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, !NORTH CAROLINA 28110
P: [phone]
Project:
Wh-ispering Hills
Section B - Phase
ry1w ing Title: -
Water Main rofile
Babbling BrookLarge
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Narne
2889 -Water Profile U 15

)ATE ISSUED FOR R Ev
10/12/18 Initial Submittal 0
.11/13/18 Second Submittal 1
60
F T rff—")E "No r—% B R E Z E
EXISTING GRADE
PROPOSED GRADE —�
— -- - - ---- -- _ _ .
64Q - -- Know
PROP.8 PVC
INV = 637.70± N G� wafZ4,a One Cal! Center i1 dig.
r i M o
/ TR Engineer:
M �1 PROP.15"_ = –
PLOP. 18" RCP – ----
/ IN = 633.84±
N
Lq
-630 _— - -- - _-_ — _- —
M Z Z Z Z n
_ .hoc arms Associates, Inc.
NLq
> Lq O Z 0
0 LO 188 LF - 6" C900 P C WATERMAIN n r o Engineering • Land Surveying ® Planning
/ O = + ? h CD r
w o w c9 (FH TO G.V.) q Management
h+ OCA (0 U) >.�
h 1- w (.� Q 127 lien Casey Drive, Suite 101, Fort Mill, 5.C. 29708 P: [phone]
588 LF - 6" C900 PVC VIATERMAIN
/ (FH 10 DIP END)J
60 LF - 6" DIP WA ERMAIN 40 LF - 6" DIP �/ATERMAIN
(DIP EN TO TEE) ( .V. TO TEE) V�l9J ° � ®�,,� h rr� . e®tai
26 LF - 6" DIP WATERMAI
(TEE TO FH
620— _ — – -- _ _ _ _ This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
PROP. 24" RCP by the Owner, Owner's Agent or. Contractor to the Authority
INV = 617.31±
having jurisdiction.
Corporate Seal Engineer's Seal
PROP. 24" RCP CARO CA j�
INV=614.92±—
e�eninr�
— HN
nnn°! Ro
n
SS1VN °aprS'
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o -4—
a o c
`+ Project Manager Drawn
LU
C. Bridges C. Bridges
Department Manager Checked
Cq
P. Murphy IT. Kelley
--- - z – — — - – — — ---- — --- — Print/Plot Date.
101 LF - 6" DIF WATERMAIN
VC (TEE TO FH) November 13, 2018
w0
W o INV = 604.52± Asbuiit Drawn Asbuilt Date
0
co V)
Client
600-- - - - - - -- - - - - -- - DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering dila
SectionPhase
0+00 1+'00 2+00 3+00 4+00 5+i00 6+00 7+00 8+00 9+00 1a 0®8.31
CirvlJir#g Title. -- —
ter Main Profile
- - -- -
Soft Bend Breeze
HOR. SCALE:
40 0 20 40
1 inch = 40ft.
-- VER. SCALE:
4 0 2 4
i
i
Project No. Drawing No.
2889 (Stanly # 19-51)
1 inch = 4ft.
DWG File Name:
2889 -Water Profile 16

OP 6", 1007,' STANDARD
PROCTOR
�\ S
w
ZCOMPACTED
�/ SLOPE OR
/ BACKFILL IN / SHORING PER
ad3 f� 99 PRSTAND R0 �°` OSHA
Ix
///ix
N D
CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
j 2" MIN, HAND
EXCAVATION
6" MIN
9" MAX
,�1QIES;
1. FOR USE WITH ALL DIP, RCP AND VCP UNLESS CONDITIONS OF POOR OR SATURATED
SOIL OR ROCK ARE PRESENT,
2, HAND EXCAVATE TO CONFORM TO PIPE BARREL
3. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE,
4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND B' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18- ABOVE TOP OF PIPE,
5. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND
THOROUGHLY COMPACTED INTO PLACE.
6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER
THE PIPE HAS BEEN PLACED,
7. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED
GRADE OF BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE.
DRAWN BY: SCU
DATE: 1/2004 TYPE I BEDDING 1
DWG. NO.: W-1
APPROVED BY: DD Stately County ,Public Utilities
HARNESS DETAIL
(MINA EACH/HYD)
DRAWN BY: SCU
DATE: 1/2004 FIRE HYDRANT
DWG. NO.: W-5
APPROVED BY: DD stanly County Public Utilities
TDP 6" - 100% STANDARD PROCTOR
SLOPE OR SHORING
PER OSHA.
COMPACTED BACKFILL -1N 6"
PRO
TOR, STANDARD
92 IN. CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
AGGREGATE NO. 67
13EDDING-1/2 PIPE O.D.
BELOW PIPE (MIN. 6") AND
UP TO PIPE MIDPOINT
6"
m,"7F
6" MIN
9" MAX
NOTES
1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR
SATURATED SOIL OR ROCK ARE PRESENT.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
S. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 959 AT GREATER THAN 6"
BELOW GRADE,
M.J. PLUG GATE VALVE% HYDRANT
WI ANCHOR ROD /
MAIN
5',0" PLAN
vim! v✓ `.'...
7C? C)011.1n01_.(
SEE ANCHOR
BOLT DETAIL \_8" OF No 67
FROM FIRE HYDRANT WASHED STONE
DRAWN BY: SCU
DATE: 112004 DEAD END CONDITION
DWG. NO.: W-8
APPROVED BY: DD, tardy Cunt Public Utilities
�E
DRAWN BY:
SCU
C. Bridges
DATE:
1/2004
DWG. N0:
APPROVED BY:
DWG. NO.:
W-2
P. Murphy
APPROVED BY:
DD
TDP 6" - 100% STANDARD PROCTOR
SLOPE OR SHORING
PER OSHA.
COMPACTED BACKFILL -1N 6"
PRO
TOR, STANDARD
92 IN. CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
AGGREGATE NO. 67
13EDDING-1/2 PIPE O.D.
BELOW PIPE (MIN. 6") AND
UP TO PIPE MIDPOINT
6"
m,"7F
6" MIN
9" MAX
NOTES
1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR
SATURATED SOIL OR ROCK ARE PRESENT.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
S. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 959 AT GREATER THAN 6"
BELOW GRADE,
M.J. PLUG GATE VALVE% HYDRANT
WI ANCHOR ROD /
MAIN
5',0" PLAN
vim! v✓ `.'...
7C? C)011.1n01_.(
SEE ANCHOR
BOLT DETAIL \_8" OF No 67
FROM FIRE HYDRANT WASHED STONE
DRAWN BY: SCU
DATE: 112004 DEAD END CONDITION
DWG. NO.: W-8
APPROVED BY: DD, tardy Cunt Public Utilities
�E
PIPE
OP 6", 100% STANDARD
'ROCTOR
OMPAOTED BACKFILL IN 6'
AYERS, 957. STANDARD
'ROCTOR
LOPE OR SHORING PER OSHA
GP OF ROCK
30.67 STONE
1/4 PIPE O.D.
)ELOW PIPE (MIN. 6")
TND MIN, OF 6"
)VER TOP OF PIPE
"TYPE III"
NOTES:
1, FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE
AND WHEN CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ARE
PRESENT, REGARDLESS OF PIPE MATERIAL.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8,' LONG,
BEGIN SIDE SLOPE, IF USED, APPROX, 18" ABOVE TOP OF PIPE:
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6
BELOW GRADE.
TYPE III BEDDING
Stanly County Public Utilities
IN-LINE BLOW -OFF DEAD END BLOW ---OFF
24"x24"x6"
CONCRETE
24"x24"X6" CONCRETE PROTECTOR RING PROTECTOR
IF IN SHOULDER OF ROAD (TYP) RING (TYP) i
GRADE GRADE
PLUG PLUG
COUPLING COUPLING
C.I. C.I.
ADJUSTABLE ADJUSTABLE
VALVE BOX VALVE BOX
CHECK I CHECK
VALVE VALVE
!�GALV
SCH 80
THREADED
BRONZE
TAPPING SADDLE WATER LINE"
(SEE NOTE 4) UNI --FLANGE GALV
& RODS SCH 80
WATER
MAIN
¢ _ WATER
MAN
THREADED LONG RADIUS ELBOW
BRONZE WATER LINE FOR FILL SECTIONS
RESILIENT SEAT, '-6" PLUG. W/ W6,�
ONLY
EPDXY COATED,
THREADED GATE THREADED
VALVE TAP RESILIENT SEAT,
EPDXY COATED,
LONG RADIUS ELBOW THREADED GATE
FOR FILL SECTIONS VALVE
ONLY
N,GTES;
1. INSTALL 2" BLOW—OFF ON 6" THRU 20 MAINS
2. INSTALL 4" BLOW --OFF ON 24" OR LARGER MAINS.
3. VALVE BOX CONCRETE PAD SHALL BE 24" SQUARE
8" MINIMUM FROM EDGE OF VALVE BOX LID TO
EDGE OF CONCRETE PAD.
4. ADD CORPORATION STOP IF MAKING WET TAP.
DRAWN BY: SCU
DATE: 112004 2" & 4" BLOWOFF
DWG. NO.: W-9
APPROVED BY: DD Stanly County Public Utilities
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
?ATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1.
S o1W 1B h a'Is n m
Naa C6ut"One-Call Center Call beforeyou dig,
Engineer:
R. Joe Harris & Associates, Inc,
Engineering ® Lana Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®®�11u1n11r����� e��t�ItTTTrr��,
CA R s CA ROsGoS
-� OF ESS/0o o QQOFESS/0
o d4 q , °q 9 0
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G o c> C-4168 :% e n 043341Go
= w
00000°°o
+`'e, ''sERtR
Prssj�ct Mall�yer
DRAWN BY:
5CU
C. Bridges
DATE:
1/2004
DWG. N0:
APPROVED BY:
W-3
DD
PIPE
OP 6", 100% STANDARD
'ROCTOR
OMPAOTED BACKFILL IN 6'
AYERS, 957. STANDARD
'ROCTOR
LOPE OR SHORING PER OSHA
GP OF ROCK
30.67 STONE
1/4 PIPE O.D.
)ELOW PIPE (MIN. 6")
TND MIN, OF 6"
)VER TOP OF PIPE
"TYPE III"
NOTES:
1, FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE
AND WHEN CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ARE
PRESENT, REGARDLESS OF PIPE MATERIAL.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8,' LONG,
BEGIN SIDE SLOPE, IF USED, APPROX, 18" ABOVE TOP OF PIPE:
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6
BELOW GRADE.
TYPE III BEDDING
Stanly County Public Utilities
IN-LINE BLOW -OFF DEAD END BLOW ---OFF
24"x24"x6"
CONCRETE
24"x24"X6" CONCRETE PROTECTOR RING PROTECTOR
IF IN SHOULDER OF ROAD (TYP) RING (TYP) i
GRADE GRADE
PLUG PLUG
COUPLING COUPLING
C.I. C.I.
ADJUSTABLE ADJUSTABLE
VALVE BOX VALVE BOX
CHECK I CHECK
VALVE VALVE
!�GALV
SCH 80
THREADED
BRONZE
TAPPING SADDLE WATER LINE"
(SEE NOTE 4) UNI --FLANGE GALV
& RODS SCH 80
WATER
MAIN
¢ _ WATER
MAN
THREADED LONG RADIUS ELBOW
BRONZE WATER LINE FOR FILL SECTIONS
RESILIENT SEAT, '-6" PLUG. W/ W6,�
ONLY
EPDXY COATED,
THREADED GATE THREADED
VALVE TAP RESILIENT SEAT,
EPDXY COATED,
LONG RADIUS ELBOW THREADED GATE
FOR FILL SECTIONS VALVE
ONLY
N,GTES;
1. INSTALL 2" BLOW—OFF ON 6" THRU 20 MAINS
2. INSTALL 4" BLOW --OFF ON 24" OR LARGER MAINS.
3. VALVE BOX CONCRETE PAD SHALL BE 24" SQUARE
8" MINIMUM FROM EDGE OF VALVE BOX LID TO
EDGE OF CONCRETE PAD.
4. ADD CORPORATION STOP IF MAKING WET TAP.
DRAWN BY: SCU
DATE: 112004 2" & 4" BLOWOFF
DWG. NO.: W-9
APPROVED BY: DD Stanly County Public Utilities
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
?ATE ISSUED FOR REV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1.
S o1W 1B h a'Is n m
Naa C6ut"One-Call Center Call beforeyou dig,
Engineer:
R. Joe Harris & Associates, Inc,
Engineering ® Lana Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®®�11u1n11r����� e��t�ItTTTrr��,
CA R s CA ROsGoS
-� OF ESS/0o o QQOFESS/0
o d4 q , °q 9 0
® >�
®� e SEAL z° �. 4 i SEAL z°
G o c> C-4168 :% e n 043341Go
= w
00000°°o
+`'e, ''sERtR
Prssj�ct Mall�yer
Drav��n
C. Bridges
C. Bridges
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
November 13, 2018
Asbullt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P [phone]
Project:
Whispering Hills
Section - Phase
Drawing Title:
Water Details
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG File Name:
2889 -Water & Sewer Details

UNDISTURBED
EARTH
12" CLASS A
3000 PSI
CONCRETE
civ
C
TYPICAL SECTION.
TEE OR BEND
* FOR DESIGN PRESSURE=200 PSI
SIZE SCHEDULE
J1/2 L 1/� 2 L� CLASS A CLASS A
3000 PSI 3000 PSI
v CONCRETE CONCRETE'
Q
iso �` UNDISTURBED UNDISTURB
` ,fie EARTH EART
® 11
1.. /
UNDISTURBED
i EARTH
PLAN n BEND
I
CONCRETE THRUST BLOCK SCHEDULE
SCU
PIPE
SIZE
INCHES
90 TEE
H I L
45"
H
BEND
22°
L H
L
11 °
H
L
2"
.75'
1.5'
.50'
1.0'
.60'
.75'
.50'
SO'
4"
1.5'
3.0'
1.0'
2.5'
1.0' -1:5'
1.0'
1-0-
A'6"
6'
2.0'
4.0'
1.5'
3.5'
1.0'
3.0'
1 A'
1.5'
8"
2.5'
6.0'
2.6'
4.0'
1.5'
3.5`
1.0'
2.5'
10"
3.0'
Ea:
2.5'1
aJ
2.0'
4.0' 1
1.0' 13.0-
3. '12"
12"
3.6'
F8.0'
3.0' 1
5,0'
25 1
5.0'
1.5'
3.5'
* FOR DESIGN PRESSURE=200 PSI
SIZE SCHEDULE
J1/2 L 1/� 2 L� CLASS A CLASS A
3000 PSI 3000 PSI
v CONCRETE CONCRETE'
Q
iso �` UNDISTURBED UNDISTURB
` ,fie EARTH EART
® 11
1.. /
UNDISTURBED
i EARTH
PLAN n BEND
I
DRAWN BY:
SCU
BRASS TAPPING SADDLE - FORD S-70-203 FORD S-70-203
DATE:
112004
REQUIRED FOR TAPS
DWG. NO.:
W-14
ON ALL EXISTING 2"
APPROVED BY:
DD
PVC & GALVANIZED
CONCRETE BLOCKING -1
Stanly County Public Utilities
TYPICAL BEND
BRASS TAPPING SADDLE - FORD S-70-203 FORD S-70-203
TRENCH B®TTOiYI
ELEVATION
REQUIRED FOR TAPS
ON ALL EXISTING 2"
PVC & GALVANIZED
TRENCH
e
e 11-011
�
W
TYPICAL CONCRETE
TAPPING SADDLE - SMITH BLAIR SMITH BLAIR
<
WIDTH
MIN.
THRUST COLLAR. MIN.
`Y
CORPORATION COCK - FORD F-1000 FORD F-1000
>
OF 12" INTO
e
OUTLET CT PJ
UNDISTURBED SOIL.
aJ
METER - HERSEY WITH ITRON REMOTE READ MODULE
METER 13OX - IN GRASS: BROOKS 1419 -18" DEEP
W1 CAST IRON METER IN SIDEWALKS: BROOKS 37H - 12" DEEP W1 12" EXTENSION
READING LID IN TRAFFIC AREAS (WITH APPROVAL) BROOKS - TRAFFIC
�!
CHECK VALVE - INTEGRAL WITH SETTER
0
TEMPORARY BRASS PLUG - FOR SERVICES NOT TO BE IMMEDIATELY CONNECTED
Q
ALL ITEMS AS SPECIFIED OR APPROVED EQUAL
ILLI
SCU
RESTRAINED ,JOINT PIPE
01j'%
102004
SERVICE CONNECTION
[�,
�
MAY BE USED IN PLACE
`
/
i
Sternly County Publictilities---------
OF THRUST COLLAR.
DRAWN BY: SCU
DATE: 112004 THRUST COLLAR
DWG. NO.: W-17
APPROVED BY: DD Stanly County public Utilities
CL BOX RM!
PUBLIC PRIMATE
RIGHT PROPERTY
CURB & GUTTER OF WAY
OR EDGE OF PAVEMENT
4
� J
CTS POLY
WATER MAIN
2 3
314" 1"
SEWERAYUNDER)
A R (OVER)
WATER
MAIN + ::E SEE WA
J- NOTE MA
SANITARY SEWER I 10' 0" I °-- SANITARY
MIN SEWER
=1 11-I 1=1 I r l I_ --a
�I
ti SANITARY
w1I1 II"I SEE NOTE SEWER (OVER)
A IiI�
DUCT
WATERMA�1N
SANITARY
SEWER
NOTE;
WHEN THE WATER MAIN IS A13OVE THE SANITARY SEWER, BUT WITH LESS THAN 18" CLEARANCE, OR WHEN THE
SANITARY SEWER IS ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND THE SANITARY SEWER LINE 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.
DRAWN BY: SCU
DATE: 112004 PIPELINE SEPARATIONS
om
24
DWG. NO.: W-24
APPROVED BY. DD Sternly ac�unty Public Utilities
-------
i
r
0
GRADE
4-3/4"0 ANCHOR BOLTS
4'-6" LONG W/3" HOOK
BITUMASTIC COAT V-0" 1'-0"
6" MJ PLUG
(TAPPED FOR 2")
8"X2" BRASS NIPPLE
• 4 d.. 2" .PVC
11 ®1
2" TRANSITION SLEEVE
y
6"x 6" HYDRANT TEE
OR 6" GV (SEE PLANS)
18' JOINT 6 PIPE
ELEVATION
> la v
M ® w
M
GRADE
4-3/4"0 ANCHOR BOLTS
4'-6" LONG W/3" HOOK
61TUMASTIC COAT 31-0=, 1'-0"
6" MJ PLUG
z EEI
ul
U 0
tn
6"x 6" HYDRANT TEE 4. 0"
(�18' JOINT 6" PIPE
�l
I®
I �
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
I
R. ,. Harris I
. t>.Associates,
Engineering ® Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill,,.C. 29708 Y: [phone]
WWW. rjOe-.kharriS.CO
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAR`®�e�+lnlureeeo , ®r,®eelllnreeeo 0
FEssio °%'q�; ®meq°°�oFEs$/o`°q�'9��v.
�q °° °� e Q ti,� o
b q 0
o M SEAL S'rW SEAL z o S
C-41680 /moi".q 1� `% 043341
°0.q
t, 000°00°° `� ✓, / °®0Og000° \ 0®
A ER
811111! 111
Project Manager ` Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbtlilt Drawn Asbuilt Date
Client
DEPENDABLE EVELOE PENT
2649 BREKONRIDGE CENTRE DR, SUITE 10,
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Hills
Section B - Phase
Drawing Title:
Water Details
Project No. Drawing No.
2889 (Stanly # 19-51)
DING File Name:
2889 -Water & Sewer Details UP -1 0
BRASS TAPPING SADDLE - FORD S-70-203 FORD S-70-203
REQUIRED FOR TAPS
ON ALL EXISTING 2"
PVC & GALVANIZED
PIPE. AWWA THREAD
Q
TAPPING SADDLE - SMITH BLAIR SMITH BLAIR
ALL. OTHER PIPE TYPE 313 TYPE 313
THREAD AWWA TAP
CORPORATION COCK - FORD F-1000 FORD F-1000
INLET AWWA THREAD (EQUAL MUELLER & HAYES MODELS ARE ACCEPTABLE)
OUTLET CT PJ
METERSETTER - FORD VHH72-7WA8-33 FORD VHH74-10W-48-44
aJ
METER - HERSEY WITH ITRON REMOTE READ MODULE
METER 13OX - IN GRASS: BROOKS 1419 -18" DEEP
W1 CAST IRON METER IN SIDEWALKS: BROOKS 37H - 12" DEEP W1 12" EXTENSION
READING LID IN TRAFFIC AREAS (WITH APPROVAL) BROOKS - TRAFFIC
�!
CHECK VALVE - INTEGRAL WITH SETTER
0
TEMPORARY BRASS PLUG - FOR SERVICES NOT TO BE IMMEDIATELY CONNECTED
Q
ALL ITEMS AS SPECIFIED OR APPROVED EQUAL
DRAWN BY:
SCU
DATE:
102004
SERVICE CONNECTION
DWG. NO.:
W-19
APPROVED BY:
DD
Sternly County Publictilities---------
SEWERAYUNDER)
A R (OVER)
WATER
MAIN + ::E SEE WA
J- NOTE MA
SANITARY SEWER I 10' 0" I °-- SANITARY
MIN SEWER
=1 11-I 1=1 I r l I_ --a
�I
ti SANITARY
w1I1 II"I SEE NOTE SEWER (OVER)
A IiI�
DUCT
WATERMA�1N
SANITARY
SEWER
NOTE;
WHEN THE WATER MAIN IS A13OVE THE SANITARY SEWER, BUT WITH LESS THAN 18" CLEARANCE, OR WHEN THE
SANITARY SEWER IS ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND THE SANITARY SEWER LINE 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.
DRAWN BY: SCU
DATE: 112004 PIPELINE SEPARATIONS
om
24
DWG. NO.: W-24
APPROVED BY. DD Sternly ac�unty Public Utilities
-------
i
r
0
GRADE
4-3/4"0 ANCHOR BOLTS
4'-6" LONG W/3" HOOK
BITUMASTIC COAT V-0" 1'-0"
6" MJ PLUG
(TAPPED FOR 2")
8"X2" BRASS NIPPLE
• 4 d.. 2" .PVC
11 ®1
2" TRANSITION SLEEVE
y
6"x 6" HYDRANT TEE
OR 6" GV (SEE PLANS)
18' JOINT 6 PIPE
ELEVATION
> la v
M ® w
M
GRADE
4-3/4"0 ANCHOR BOLTS
4'-6" LONG W/3" HOOK
61TUMASTIC COAT 31-0=, 1'-0"
6" MJ PLUG
z EEI
ul
U 0
tn
6"x 6" HYDRANT TEE 4. 0"
(�18' JOINT 6" PIPE
�l
I®
I �
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATE I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
REV
0
I
R. ,. Harris I
. t>.Associates,
Engineering ® Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill,,.C. 29708 Y: [phone]
WWW. rjOe-.kharriS.CO
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAR`®�e�+lnlureeeo , ®r,®eelllnreeeo 0
FEssio °%'q�; ®meq°°�oFEs$/o`°q�'9��v.
�q °° °� e Q ti,� o
b q 0
o M SEAL S'rW SEAL z o S
C-41680 /moi".q 1� `% 043341
°0.q
t, 000°00°° `� ✓, / °®0Og000° \ 0®
A ER
811111! 111
Project Manager ` Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbtlilt Drawn Asbuilt Date
Client
DEPENDABLE EVELOE PENT
2649 BREKONRIDGE CENTRE DR, SUITE 10,
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Hills
Section B - Phase
Drawing Title:
Water Details
Project No. Drawing No.
2889 (Stanly # 19-51)
DING File Name:
2889 -Water & Sewer Details UP -1 0

The following minimum separations shall be maintained
for sanitary sewer crossings:
1) Storm sewers over sanitary 12" vertical;
2) Water over sanitary - 18" vertical water over sewer or 10' horizontal, or in benched trenches, 18"
vertical water over sewer;
3) Any public or private water supply, WS -1, Class I & II sources used as water supply -100
4) Waters WS -II, WS -III, B, SA, ORW, HQW, or SB - 50';
5) Any other stream, lake or impoundment - 10
6) Any Building foundation - 5';
7) Any Basement -10;
8) Top slope of embankment or cuts of 2'- 10%
9) Interceptor Drains - 5;
10) Surface Drainage ditches/ swimming pools -10'. f=errous pipe with water main joints shall be used
when the separations can not be met provided however that the minimum separation shall not be less
than 25' for a private well and 50' form a public water supply.
PIPELINE SEPARATIONS
Stanly County Public Utilities
al
N6
I Ir V
VALVE BOX
COVER
PAVEMENT/ GRADE--�,
18"x18„x6”
COVER CONC. PAD
STANDARD VALVE BOX
VALVE BOX NOT TO CONTACT
TOP SECTION WATER MAIN
OR VALVE
TAMPED BACKFIL
BRICKS OR ---
OTHER SOLID
SUPPORT
USE: UNDER BOX
ADDITIONAL
VALVE BOXES
.FOR EXTENSIONS
WATER MAI
SLIP-ON SOIL
PIPE GASKET
VALVE
8" OF WASHED STONE-/
STANDARD VALVE TAMPED BACKFIL
BOX BOTTOM
SECTION
INSTALLATION
EXTENSION
DRAWN BY: SCU
DATE: 1/2004 VALVE BOX REQUIREMENTS
DWG. NO.: W-30
APPROVED BY: DD Stanly County Public Utilities
FA
W
1 9" 1
1
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATE ISSUED FOR INEV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1.
A. Joe Harris & Associates, Inc.
Engineering Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y': [phone]
ww.rjoE9 arris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's seal
®sa%Nsuu1111. 0®`ve�auau�ioii
CA Rpt �f., ®`��N CA Rod
-111
®o'A eaoaoae �I ®® °aoo ,I
\o e c
C..C?.S/QA, oa-s/ �I� ® ��s' `o o °A QF E.) s/O,o
/o
t T
SEAL z� °6 SEAL �o _
C-41 68
t� 043341 =tJ
oe
/O oOOoaaoo°°o `00
�,�G ASswvi���, J '°HER'R
Project 'Manager Drawn
C. Bridges C, Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date
Client
DEPENDABLE V L PM IST
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
P. airy ;�:
Whispering dills
Section B - Phase 3
Drawing Title:
Water Details
Projeol No, Drawing No.
28.89 (Stanly # 19-51)
DWG File Name:
2889 -Water & Sewer Details
DRAWN BY: SCU
DATE:
1/2004
DWG. NO.:
W-25
APPROVED BY: DD
PIPELINE SEPARATIONS
Stanly County Public Utilities
al
N6
I Ir V
VALVE BOX
COVER
PAVEMENT/ GRADE--�,
18"x18„x6”
COVER CONC. PAD
STANDARD VALVE BOX
VALVE BOX NOT TO CONTACT
TOP SECTION WATER MAIN
OR VALVE
TAMPED BACKFIL
BRICKS OR ---
OTHER SOLID
SUPPORT
USE: UNDER BOX
ADDITIONAL
VALVE BOXES
.FOR EXTENSIONS
WATER MAI
SLIP-ON SOIL
PIPE GASKET
VALVE
8" OF WASHED STONE-/
STANDARD VALVE TAMPED BACKFIL
BOX BOTTOM
SECTION
INSTALLATION
EXTENSION
DRAWN BY: SCU
DATE: 1/2004 VALVE BOX REQUIREMENTS
DWG. NO.: W-30
APPROVED BY: DD Stanly County Public Utilities
FA
W
1 9" 1
1
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATE ISSUED FOR INEV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1.
A. Joe Harris & Associates, Inc.
Engineering Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y': [phone]
ww.rjoE9 arris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's seal
®sa%Nsuu1111. 0®`ve�auau�ioii
CA Rpt �f., ®`��N CA Rod
-111
®o'A eaoaoae �I ®® °aoo ,I
\o e c
C..C?.S/QA, oa-s/ �I� ® ��s' `o o °A QF E.) s/O,o
/o
t T
SEAL z� °6 SEAL �o _
C-41 68
t� 043341 =tJ
oe
/O oOOoaaoo°°o `00
�,�G ASswvi���, J '°HER'R
Project 'Manager Drawn
C. Bridges C, Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date
Client
DEPENDABLE V L PM IST
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
P. airy ;�:
Whispering dills
Section B - Phase 3
Drawing Title:
Water Details
Projeol No, Drawing No.
28.89 (Stanly # 19-51)
DWG File Name:
2889 -Water & Sewer Details

I
BACKFILL MATERIAL BACKFILL MATERIAL
COMPACTED IN 6" LIFTS COMPACTED IN 6" LIFTS
w
\
6" MIN
\\
BACKFILL MATERIAL j 6" MIN BACKFILL MATERIAL
COMPACTED IN 3" LIFTSX� .COMPACTED IN 3" LIFTS
NOT ALLOWED IN ANNE Ttp I_
INIMUM
EITHER QUADRANT G NS 6" MINIMUM—
El
ADJOINING THE MANHOLE
OUTLET. H
NECESSARY TO BRING TOP OF RIM AND COVER
J s^
UNDISTURBED UNDISTURBED
EARTH EARTH
STANDARD EXCAVATION OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
i
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
I
\\ \/
tz" MAX \
SPRING LINE OF PIP. E� - 6" MIN \�
Opp.•
6" MIN \\
CLASS I y
EMBEDMENT/jX
MANHOLE STEPS
SECTIONAL PLAN
UNDISTURBED
EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
COMPACTED IN 6" -LIFTS
BACKFILL MATERIAL BACKFILL MATERIAL \\
COMPACTED 1N 6" LIFTS •'"l?"
SPRING LINE OF PIPE\� SPRING LINE OF PIPE Rip.• 6° MIN
\
a :A Oz's a' OQ !X100 ppOp�O
.e^,,•
/ CLASS 1 6" MIN '\%
CLASS 6" MIN \\ /\/
EMBEDMENT / r EMBEDMENT
INCREMENTS
UNDISTURBED FOUNDATION STONE FOR \�
EARTH UNDERCUT EXCAVATION ONLY
AS DIRECTED BY. ENGINEER �\
, e °
A , 6 .eQ A ate, • '< a ALL EXTERNAL DROP
UNDISTURBED
STANDARD EXCAVATION EARTH UNDERCUT EXCAVATION
IN WET CONDITIONS IN UNSTABLE SOILS TYPES
I
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIPE TYPES
i
(AS DIRECTED BY ENGINEER)
NOTE: 1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND
HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
i
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
i
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
A L u"ETAIL
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL
i
BASE FOUNDATION 70 BE CONSTRUCTED LEVEL
CITY OF LOCUST
"TYPICAL. GRAVITY SEWER TRENCHING T IL
WITH EXISTING MATERIAL OR CONDITIONED WITH
NORTH CAROLINA
STONE AS REQUIRED BY SPECIFICATIONS
CITY OF LOCUST
SCALE: NTS DATE: 4/30/2009 FIGURE:
NORTH CAROLINA
i
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION,
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON TETE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
a city with a Soul_
SCALE: NTS
DATE: 4/30/2009
FIGURE:
I
-17 7LA ­ k"ENT MATERIAL
Y TAMPED
NHOLE
STEPS
CASTIRON FRAME & COVER
4.
_IIIIItINtiill� 11 _ 11=C^
SECTION A—A TEE
MANHOLE STEPS
9+
A _ A
1 1/2" STAINLESS
STEEL STRAPS °.
3' O.C. ANCHOR
TO WALL
,11 IH -11111111_I111
MIN. '
INSIDE DROP PIPING SHALL p
MATCH MATERIAL WITH
MANHOLE INLET PIPING
r:
I I DETAIL
CITY F LOCUST
NORTH CAROLINA
<i city with �1 s<aLll SCALE: NTS DATE: 4/30/2009 FIGURE
i
0
0
w
0
CENTERLINE OF
INLET PIPING IS
NOT ALLOWED IN ANNE Ttp I_
INIMUM
EITHER QUADRANT G NS 6" MINIMUM—
El
ADJOINING THE MANHOLE
OUTLET. H
NECESSARY TO BRING TOP OF RIM AND COVER
TO GRADE. PLASTER INSIDE AND OUTSIDE OF
MANHOLE
I�
STEPS
- FORMED
i
a. CLASS "B" CONCRETE
v a- %—VERTICAL HEIGHT WITH SUPPLIER BUT
°I 4
a,
° ° p• ,a SEWER
'. PIPE
P
MANHOLE STEPS
SECTIONAL PLAN
LIFTING HOLES SHALL BE FILLED AND
FLEXIBLE MANHOLE SLEEVE
e < ;.
' :�E p
:la
STANDARD ;io",'a
MANHOLE
e' ;
M,Z 0 0
a :A Oz's a' OQ !X100 ppOp�O
.e^,,•
pUU N. �_QOOOD 0000000
:a> UUVV 0p 00
.BMW Z 0
00
° 000 0000cb
z0
a� o �o'OpOD O D
4 v , • a '. o 0 Op UNDISTURBED
A a �op000D
PIPE EMBEDMENT MATERIAL
MIN..oe
2" .,A...,,., CLASS „B" CONCRETE
, e °
A , 6 .eQ A ate, • '< a ALL EXTERNAL DROP
PIPING SHALL BE
DUCTILE IRON WITH
r r r MECHANICAL JOINTS
UNDISTURBED
SECTION H -H
NOTE:
1. DROP CONNECTION IS NOT PERMITTED FOR HIGH VELOCITY SEWER MAINS
MAINTAIN MINIMUM OF 8" OF CLEARANCE BETWEEN DROP CONNECTION AND
MANHOLE STEPS.
i
2, BASE FOUNDATION TO CONSTRUCTED LEVEL WITH EXISTING MATERIAL OR
CONDITIONED WITH STONE AS REQUIRED BY SPECIFICATIONS
i
:r.' - -�J�_ RUBBER BOOT
A L u"ETAIL
I
MANHOLE BASE SHALL BE PRECAST.
i
BASE FOUNDATION 70 BE CONSTRUCTED LEVEL
CITY OF LOCUST
WITH EXISTING MATERIAL OR CONDITIONED WITH
NORTH CAROLINA
STONE AS REQUIRED BY SPECIFICATIONS
St
�1 city With a SQLIL_
SCALE: NTS DATE: 4/30/2009 FIGURE:
HALF PLAN OF MANHOLE
RING & COVER
V-11 1/2"
1/2„
SECTION A—A
MANHOLE COVER
2'-1 1/4"
iv
3/4" 1'-11 3/4" �
t I
4 3/8 2,-0 1/2"
`
2'-9 1/4"
SECTION A -A
MANHOLE RING
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
a
ATE K33SUED FOR I I�EV
10/1.2118 Initial Submittal 0
11/13/18 Second Submittal 1
° Jac Harris & Associates, Inc.
Engineering Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
w.rjoE;harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Sell
ea®A,11111Ii►/e'�'s ,,®®11111111tt'�
® 1 \A CARo� ��N°CARo�'®
S/pN ��y'� ®y�0°Q�pEESS1O�
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C-4168 °': '� n 043341 `-7 ° Ui
SVG &
ltlllll !111111
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Data.
November 13, 2018
Asbuilt Drawn Asbuilt Data;
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE: CENTRE DR, SUITE 10
MONROE, NORTH, CAROLINA 28110
P: [phone]
projoct.
Whispering !dills
Section B - Phase
Sewer Detail,
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG Pile dame:
2889 -Water & Sewer Details
2,-10" DIA.
I
I
2'-0" DIA. STANDARD OR WATERTIGHT MANHOLE
FRAME AND COVER AS SHOWN ON DRAWINGS
NON -SHRINK GROUT WITHIN 1" OF TOP
It x
2
INSTALL PRECAST CONCRETE RINGS AS
NECESSARY TO BRING TOP OF RIM AND COVER
TO GRADE. PLASTER INSIDE AND OUTSIDE OF
BRICK RISERS MINIMUM 1/2" THICK,
X l �
4
0ECCENTRIC CONE SECTION MAY VARY IN
v a- %—VERTICAL HEIGHT WITH SUPPLIER BUT
SHALL: BE 2'-8" MIN. AND 4'-0" MAX.
z
OD
I
N
LIFTING HOLES SHALL BE FILLED AND
ON AND
m NTERIOREWALLSBOTH WITH MORTARR
5"
4'-D" DIA. 4'--0" VERTICAL PRECAST MANHOLE COMPONENTS
w o MAY VARY IN VERTICAL HEIGHT WITH SUPPLIER
w I BUT SHALL BE V-4" MIN. AND 4'-0" MAX.
z ,
_ ;
z
STEPS FULL DEPTH OF
UJ MANHOLE TO BE INSTALLED
= IN VERTICAL ALIGNMENT
w ON STRAIGHT SIDE OFALL JOINTS BETWEEN PRECAST SECTIONS
•`
MANHOLE. (USE STANDARD SHALL BE SEALED WITH AN APPROVED
STEPS SHOWN
RUBBER BOOT AS 5" BITUMINOUS SEALANT OR GASKET AND
> W/ S.S. CLAMP THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
_ INTERIOR JOINTS PLASTERED WITH MORTAR.
1 CONSTRUCT SMOOTH FLOW INVERT BETWEEN
PIPES. FORM TO MATCH 2/3 DIAMETER OF
r-
OUTLET PIPE. SEE INVERT DETAIL
o
r I
WATERTIGHT SEAL WITH APPROVED MATERIAL
f
:r.' - -�J�_ RUBBER BOOT
MANHOLE BASE SHALL BE PRECAST.
i
BASE FOUNDATION 70 BE CONSTRUCTED LEVEL
I
WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
PRECAST MANHOLE NOTES:
i
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION,
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON TETE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
4, IF MANHOLE 15 SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED,
'THE CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
MAINHOLE DETAIL
CITY LOCUST
NORTH CAROLINA
cust
a city With a S« LII...
SCALE: NTS DATE: 4/30/2009 FIGURE:
I
j
HALF PLAN OF MANHOLE
RING & COVER
V-11 1/2"
1/2„
SECTION A—A
MANHOLE COVER
2'-1 1/4"
iv
3/4" 1'-11 3/4" �
t I
4 3/8 2,-0 1/2"
`
2'-9 1/4"
SECTION A -A
MANHOLE RING
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
a
ATE K33SUED FOR I I�EV
10/1.2118 Initial Submittal 0
11/13/18 Second Submittal 1
° Jac Harris & Associates, Inc.
Engineering Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
w.rjoE;harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Sell
ea®A,11111Ii►/e'�'s ,,®®11111111tt'�
® 1 \A CARo� ��N°CARo�'®
S/pN ��y'� ®y�0°Q�pEESS1O�
° SEAL Zoe' / °E SEAL
C-4168 °': '� n 043341 `-7 ° Ui
SVG &
ltlllll !111111
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Data.
November 13, 2018
Asbuilt Drawn Asbuilt Data;
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE: CENTRE DR, SUITE 10
MONROE, NORTH, CAROLINA 28110
P: [phone]
projoct.
Whispering !dills
Section B - Phase
Sewer Detail,
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG Pile dame:
2889 -Water & Sewer Details

I
PRECAST BASE
I
I
SECTION
4'-0" MIN.
RUBBER BOOT
W/ S.S. CLAMP RUBBER BOOT
W/ S.S. CLAMP
SMOOTH FLOW
I
2'-0"
INVERT 2/3
MAXIMUM PIPE SPAN MANHOLE; TYP
IPE DIAMETER
I
I
:4-M]IN
ai
SEE ATTACHED TABLE
SECTION A—A
I.
I
MANHOLE, TYP
OF
ALL PIPES SET SO THAT CENTERLINE
i
I
i
I,
3/4" STAINLESS STEEL
PIPE IS RADIAL TO MANHOLE CENTER.
I
i
I
A A
FLOW FLOW
s/�4" STAINLESS STEEL CLASS I ANCHOR BOLTS & STRAPS
&
CONSTRUCT SMOOTH 1/2" MIN.
CONCRETE PIER
FLOW INVERT
f
f
i
HORIZONTAL AND VERTICAL LOCATION FOR MANHOLE
AS SHOWN ON PLANS IS FOR CENTERLINE OF MANHOLE
AND ALL INTERSECTING PIPES.
I
PLAN
(SEE NOTE 4) EXTEND RIP—RAP 2'—D"
NOTE: MANHOLES ON PLANS NOTED AS 1-110H VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH—BUILD, EPDXY
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
_PAST WATER LINE, TYP
'
. r MAKA
I"HOLE INNERTS DETAIL
I i
a,
CITY OF LOCUST
�.
° NORTH CAROLINA
I
DETAIL
0 t _T
DATE: 4/30/2009 FIGURE:
a city with a soul... SCALE: NTS
l
I
CAST IRON WITH "SEWER" CAST IN 'TOP AND
THREADED COUNTERSUNK PVC PLUG OR PVC
i
i
i I
i
I
i i
PLUG ALONE PER OWNER PREFERENCE
1„ 5/8"
18" SQUARE
CONCRETE PAD
I
2'-0"
—iil��i
�
MAXIMUM PIPE SPAN MANHOLE; TYP
CAST IRON SERVICE BOX
CLASS I
— C�j
1 /4'" I '- _ a41/4"
THREADED PVC
y57 WASHED STONE I COUNTERSUNK PLUG
SEE ATTACHED TABLE
45' BEND
I.
I
MANHOLE, TYP
4"X 4" WYE
4" PLUG 4" SEWER LINE
i
I
i
I,
3/4" STAINLESS STEEL
DETAIL
I
i
I
IT xyl UF LOCUST
NORTH CAROLINA
s/�4" STAINLESS STEEL CLASS I ANCHOR BOLTS & STRAPS
&
STEEL ROD
CONCRETE PIER
_ it dr,y With a sotii... SCALE: NTS DATE: 4/30/2009 FIGURE:
'\`. \4
\ —,
f
i
DATA I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
r
IN. Associates,
Engineering Land Surveying ® Planning
Management
127 Ben CaseyDrive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®���, CA Rpt,°®, ®`��N CA/eo�
®® ® a000000 O o�A ®✓ �, O O°0000 O / ,'®
�pFESSj�
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® a SEAL SEAL Z o
°o�S C-4168 °o 043341 _ °o
.� a/ "yo
''., 9.n °0000°oo°° `1,� � 'I, TO ° 000p°°O° �`\�•`
��
;/S& ASSOc�P��
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
(November 13, 2018
1�sbullt Dravvn �sbillt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Dd`ci��19?�� ;dales':
Sewer Details
Project No. r Drawing No.
2889 (Stanly # 19-51)
DWG Pile !Name:
-21 2889 -Vater & Sewer Details U
11 _ .- -
11/16"
I
I
(
I
VARIES
1„ 5/8"
1., J 8 3/4"
I
2'-0"
10°
1 /4,.
5/8,. -
MAXIMUM PIPE SPAN MANHOLE; TYP
A�
CLASS I
— C�j
1 /4'" I '- _ a41/4"
A3/4
SEE ATTACHED TABLE
PLAN SIDE ELEVATION
RIP—RAP SLOPE
MANHOLE, TYP
- 1/2" POLYPROPYLENE
PLASTIC
1 /4..
L �J
3/4" STAINLESS STEEL
1/4�
DIP CARRIER PIPE WITH PROTECTION, TYP
12" #4 DEFORMED
s/�4" STAINLESS STEEL CLASS I ANCHOR BOLTS & STRAPS
&
STEEL ROD
CONCRETE PIER
ELEVATION SECTION A—A
'\`. \4
\ —,
STRAPS CHOR BOLTS
CONSTRUCTION NOTES
1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A MAXIMUM OF
7" FROM INSIDE FACE OF STRUCTURE WALL
2. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM
(SEE NOTE 4) EXTEND RIP—RAP 2'—D"
THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS
FURNISHED THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND
HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER FOR THE
_PAST WATER LINE, TYP
USE OF SAID STEPS,
i
I
i
I
F
DETAIL
IT'S" F LOCUST
STEEL CASING PIPE,
NORTH CAROLINA
PILE
SUPPORTED PIER
u's 46_�
CD
-_=_-_ __" — _ -=_- z DIP CARRIER PIPE WITH
SEE DWG S-12
a city With a sotil...
SCALE: NTS DATE: 4/30/2009 FFIURE:
I
DATA I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
r
IN. Associates,
Engineering Land Surveying ® Planning
Management
127 Ben CaseyDrive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®���, CA Rpt,°®, ®`��N CA/eo�
®® ® a000000 O o�A ®✓ �, O O°0000 O / ,'®
�pFESSj�
o < Q �, o
® a SEAL SEAL Z o
°o�S C-4168 °o 043341 _ °o
.� a/ "yo
''., 9.n °0000°oo°° `1,� � 'I, TO ° 000p°°O° �`\�•`
��
;/S& ASSOc�P��
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
(November 13, 2018
1�sbullt Dravvn �sbillt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Dd`ci��19?�� ;dales':
Sewer Details
Project No. r Drawing No.
2889 (Stanly # 19-51)
DWG Pile !Name:
-21 2889 -Vater & Sewer Details U
11 _ .- -
VARIES
2'-0"
6'—O"
MAXIMUM PIPE SPAN MANHOLE; TYP
CLASS I
TYP MIN
SEE ATTACHED TABLE
RIP—RAP SLOPE
MANHOLE, TYP
4'-0"
3/4" STAINLESS STEEL
DIP CARRIER PIPE WITH PROTECTION, TYP
-
TYP
s/�4" STAINLESS STEEL CLASS I ANCHOR BOLTS & STRAPS
&
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
CONCRETE PIER
,/ „/\�
\,
'\`. \4
\ —,
STRAPS CHOR BOLTS
RIP -RAP SLOPE \ \
PROTECTION, TYP
SEE DWG SS -12
(SEE NOTE 4) EXTEND RIP—RAP 2'—D"
AND NOTE 3'
STEEL CASING PIPE
_PAST WATER LINE, TYP
I
STEEL CASING PIPE,
PILE
SUPPORTED PIER
CD
-_=_-_ __" — _ -=_- z DIP CARRIER PIPE WITH
SEE DWG S-12
SEE
DWG S-16
RESTRAINED JOINT FITTINGS
0°
AND
NOTE 3
CREEK
CHANNEL ' BETWEEN MANHOLES
cl�°
o
OR FLOOD PLAIN
— S-0" MIN FROM CONCRETE PIER
BOTTOM OF CREEK SEE DWG S-14
ALLOWABLE .SPANS FOR STEEL CASING PIPE
OR FLOOD PLAIN
EDGE OF WATER
NOTES:
8'
CARRIER
CASING
MINIMUM ALLOWABLE
�TYP
PIPE, DIP
PIPE, STEEL
CASING PIPE
STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL
8'
�
DIAMETER
DIAMETER
WALL THICKNESS
SPAN
(FT')
SEAMLESS WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI.
NOTES: yTYP�
(IN.)
(IN.)
(IN.)
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY
JOINT WITHIN THE CASING PIPE USING APPROVED PIPE ALIGNMENT GUIDE. SEE
6
14
0.3750
40
1. RIP RAP FOR SLOPE PROTECTION SHALL BE
8
16
0.3750
45
DRAWING SS -14. ALL JOINTS SHALL BE RESTRAINED JOINT..
CLASS I RIP RAP IN ACCORDANCE WITH SECTION
4. WHERE DUCTILE IRON PIPE IS USED FOR
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER BASED
868 OF THE .NORTH CAROLINA DEPARTMENT OF
CARRIER PIPE, DUCTILE IRON CARRIER PIPE
10
18
0. 3750
50
D AT SITE SEE DRAWING S-12 FOR SUBGRADE
ON SUBGRADE CONDITIONS . -
TRANSPORTATION'S "STANDARD SPECIFICATIONS
SHALL BE INSTALLED UTILIZING 2 PIPE
12
20
0.3750
50
PARAMETERS FOR EACH TYPE OF FOUNDATION.
FOR ROADS AND BRIDGES".
ALIGNMENT GUIDES PER JOINT ONE FOURTH OF
14
24
0.3750
55
THE PIPE JOINT LENGTH IN FROM BOTH THE
16
26
0.3750
55
RIP RAP SHALL BE PLACED IN ACCORDANCE
BELL AND SPIGOT ENDS.
2• WITH DRAWING 868.01 OF THE NORTH CAROLINA
18
30
0.3750
60
DEPARTMENT OF TRANSPORTATION'S "ROADWAY
20
32
0.3750
60
STANDARD DRAWINGS".
24
36
0.4375
65
SUPPORT TYPE FOR PIERS SHALL BE
30
42
0.4375
65
***NOTE***
3 DETERMINED BY ENGINEER BASED ON SUBGRADE
36
48
0.500
65
ACCORDING TO INC HOUSE BILL 476:
CONDITIONS AT SITE. SEE DRAWING SS -12 FOR
STANDARD Date: May 12, 2017
42
56
0.5000
65
1 STANDARD Date: May 12, 2017
UNDERGROUND UTILITY SAFETY AND
SUBGRADE PARAMETERS FOR EACH TYPE OF
WASTEWATER SPECIFICATIONS Revised: -
WASTEWATER SPECIFICATIONS Revised: -
DAMAGE PREVENTION ACT, ALL
FOUNDATION.
UNDERGROUND FACILITIES ARE
AERIAL PIPE CROSSING
AERIAL PIPE CROSSING
REQUIRED TO BE ELECTRONICALLY
TYPICAL PLANDetail No.:
STEEL CASING PIPE ELEVATION —1
Detail No.:
LOCATED (INCLUDING WATERLINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATA I ISSUED FOR
10/12/18 Initial Submittal
11/13/18 Second Submittal
r
IN. Associates,
Engineering Land Surveying ® Planning
Management
127 Ben CaseyDrive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®���, CA Rpt,°®, ®`��N CA/eo�
®® ® a000000 O o�A ®✓ �, O O°0000 O / ,'®
�pFESSj�
o < Q �, o
® a SEAL SEAL Z o
°o�S C-4168 °o 043341 _ °o
.� a/ "yo
''., 9.n °0000°oo°° `1,� � 'I, TO ° 000p°°O° �`\�•`
��
;/S& ASSOc�P��
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
(November 13, 2018
1�sbullt Dravvn �sbillt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B - Phase
Dd`ci��19?�� ;dales':
Sewer Details
Project No. r Drawing No.
2889 (Stanly # 19-51)
DWG Pile !Name:
-21 2889 -Vater & Sewer Details U
11 _ .- -

2'-0" 2'-0"
NORMAL
THICKNE`
SEE NOTI
CONCRET
LEVELING
BE PLACI
FOOTING
RJ DIP CARRIER PIPE
STANDARD
MANHOLE
3/4" STAINLESS STEEL
ANCHOR BOLTS & STRAPS
EXISTING GRADE
STEEL CASING PIPE
PIPE SUPPORT,
SEE DWG S-14
ELEVATION
STANDARD Date: May 12, 2017
WASTEWATER SPECIFICATIONS Revised:
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION Detail No.: —1 1
aR
COMPETENT
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
x
N Q
W
O
z
W
(n
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH
HEIGHT OF 6 FEET OR LESS AS PER
DRAWING SS -12.
2.
NON—SHRINK GROUT SHALL BE "EUCO—N—S"
BY THE EUCLID CHEMICAL COMPANY;
"MASTERFLOW 713" BY MASTER BULDERS,
OR EQUAL.
STANDARD Date: May 12, 2017
WASTEWATER SPECIFICATIONS Revised: -
AERIAL PIPE CROSSING ®�
CONCRETE PIER ON BEDROCK Detail No.:
1/4"x3." STAINLESS STEEL STRAP WITH
1/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
1/4"x6" NEOPRENE P
ADHERED TO SADDLE
CASING
PIPE DIA.
D' (IN.)
"H"
THICKNESS
PIER
WIDTH
B" (FT.)
FOOTING
LENGTH
"C" (FT.)
FOOTING
WIDTH
"D" (FT.)
< 6
12
2'-4"
5-6"
S-0"
8
12
2"-4"
6'-3"
S-0"
6-12
10
12
2'-4"
6'-8"
S-0"
12
12
2'-4"
7'-2"
S-0"
{ 6
12
3'-0"
8'-0"
31-01,
8
12
S-0"
9"-0"
S-0"
14-20
10
12
3"-01"
9'-101'
S-0"
12
j 14
3'-0"
10'-6"
3'-0"
< 6
14
S-8"
8"-9"
4'-0"
8
14
S-8"
10'-01'
4'-0"
22-28
10
14
S-8"
11'-01'
4'-0"
12
14
S-8"
11'-10"
4'-0"
< 6
18
4'-4"
9-0"
4'-0"
8
18
4'-4"'
10'-6"
4'-0"
30-36
10
18
4'-4"
11'-6"
4'-0"
12
18
4'-4"
12'-4"
4'-0"
S 6
18
5-4"
9'_6"
5"-0"
8
18
5'-4"
11'-0"
5'-0"
38-48
10
18
5"-4"
12'-0"
5'-0"
12
18
5"-4"
12'-10"
5-0"
< 6
18
6'-4"
9'-1.0"
5-0"
8
18
6'-4"
11'-4"
5'-0"
51-56
10
18
6'-4"
12'-4"
5'-0"
12
18
6'-4"
13'-2"
5-0"
SNUG FIT
D3/4" 0 STAINLESS
STEELANCHOR
120° BOLTS, ASTM A307
II OR A36
SEE NOTE 4
FOR BAR SIZE
AND SPACING
B
NOTES: O
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY 2000 PSF
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
MAXIMUM SUPPORT HEIGHT (H) = 12'-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3—FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING SS -13.
4. TWELVE—INCH AND FOURTEEN—INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN—INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN—INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
STANDARD Date: May 12, 2017
WASTEWATER SPECIFICATIONS Revised: -
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL Detail No.: SS -12
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION ACT, ALL
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATE ISSUED FOR 11'EV
10/12/18 Initial Submittal 0
11/13/18 Second Submittal 1.
R. o • 11'arris & Associates,
Engineering Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
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9
m SEAL a q SEAL moo =
C-4168zNl*' a 043341 5—'a V c
✓ 'J ° ° 00000°°o \P ♦ 4t I � °Opo 00000 ° o�
",S& ASS ; HERaR of
Project Manager Drawn
C. Bridges C. Bridges
Department Manager Checkers
P. Murphy T. Kelley
PrinVPlot Date
November 13, 2018
Asbuilt Drawn Asbuilt Date
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE: CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110 -
P: [phone]
Project:
Whispering Hulls
Section B - Phase 3 & 4
Dt•al ing TRIO:
SeverDetails)
Project No. Drawing No.
2889 (Stanly # 19-51)
DWG Pile Name:
2889 -Water & Sewer Details