20190393 Ver 1_Site Plans_20190329 (2)

VICINITY MAP - N.T.S.
PREPARED FOR
PENDABLE DEVELOPMENT
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PLAN SHEET INDEX:
COVER
COVER SHEET
SP -OSP
OVERALL SITE PLAN
SP -1
SITE PLAN
SP -2
STREET TREE PLAN
SP -3
SIGHT DISTANCE ANDPROFILE
SP -4 -SP -5
SITE 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
GRADING PLAN
GP -2 -GP -4
SPOT GRADING
GP -5
GRADING PLAN DETAILS
BMP -1
BMP PLAN
BMP -2 -BMP -3
BMP DETAILS
SD -DA
STORM DRAINAGE AREAS
SD -1 -SD -9
STORM DRAIN PROFILES
RP-1-RP-6
ROADWAY PLAN & PROFILES
UP -1
OVERALL UTILITY PLAN
UP -2 -UP -12
WATER & SEWER PLAN & PROFILES
UP -13 -UP -18
WATER & SEWER DETAILS
J
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
CAR
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CARO
`SJ/O�O®�O°Q4pFESSj04%Y�,®0
r
m m SEAL o °w
SEAL �o
C-4168 �' ' 43341 �a
ING
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�U/11111011'®®® /� ���+�Il1lII111/11�
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Ills
Section B Phase
DrawnTitle:
Cover
Project No. Drawing o.
2668
DWG File Name:
Cu v E
2668 -Cover

ROAD TIE LOCATION
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/ / / / '\ X , I J/ k ' _ - 1 ; I I 1,\ I I I IAMENITY NOTES:
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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:
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VICINITY MAP - N.T.S.
DEVELOPMENTINFORMATION-
-
".
PROJECT: WHISPERING HILLS
City of Locust, North Carolina
DEVELOPER: DEPENDABLE DEVELOPMENT
2649 Brekonridge Centre Drive
Suite 104
Monroe, North Carolina 28110
P: 704-238-1229
OPEN SPACE: Proposed
% Provided
ROAD LENGTHS: Phase B -I -
Phase -2 -
Future -
LOT COUNTS: Phase S-1 -
Phase S-2 -
Phase S-3 -
Phase S-4 -
Phase -5 -
Phase S-6 -
Phase S-7 -
Phase -8 -
MEMO= IMME. O
••(Excludes
• * •
2,215 LF+
1,305 LF±
12,357 LF±
MR
*LANNI NG/ZONI NG: CITY
OF LOCUST
is Ray Kennedy
Locust, North Carolina 28097
P:
704-888-5260
P.O. Box 190
Locust, •rth Carolina 28097
! �rI
11[il -----,------ ------- 1111�� 101111 III no =
11 ,- 'Illifl2IIIIIIIII- '. ON
DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEO
ACM311h.=...
"_ _11791,1N.4
W-lQy-
pw
N" a One -Call Center
Engine r.
REV
a.
Know whars below.
Call before you dil
. Joc arris ssocia•tes, Inc:
Engineering - Land Surveying ® Planning
Management
127 Ben 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 Seal Engineer's Seal
®'.11%11111111111", e"111111111111 1I
°....
o°QQ- /t/y o p 9
Ir ° ® � w
M SEAL z o v � SEAL �e
®C <o �%C-4168 %�s o% � �,,e,C? 043341„, -.
o�i�� °° ;��Nii &c�\)o `p�`o. ®rax/9°° �Q���
° CQ °°°®°°°°°��
,','q,' /s&AS�� . ''. 'HERR 1®®®
I"11rnAaa11111/ "I'l ,111%%®,%
Project Mrlrlage/” Drawn
C. Bridges R. HaMOUd
Department Manager CElecved
P. Murphy T. Kelley
Print/Plot Date
February 2, 2013
Client
DEPENDABLEDEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
—
Project: --
WhisperingHills
Section B Phase
Drawing Title:
Sketch Plan
Project No. Drawing No.
2668
DWG File Name:
2668 -Overall Site plan
2627 Srekonridge Centre Drive
Monroe, North Carolina 28110
P 704-774-1964
TALC PARCELS:
557603349479, 557603440904, 557601453123
5576013527231557601462708,557601457571
557602555840 + Platted Lot & Common Areas
ACREAGE:
185.8 Acres±
ZONING:
OPS - Open Spade District
LOTS PROPOSED:
466 Single Family Residential Detached Lots
DENSITY:
2.49 DUA (Proposed/Previous Allowed)
LOT WIDTH:
60 Ft. (mein.) @ Front Setback
LOT SIZE:
71500 Sq.Ft. (min.)
LOT STANDARDS:
Front Setback - 25 Ft.
Corner Yard - 10 Ft.
Side Yard - 5 Ft.
Rear Yard 25 Ft.
OPEN SPACE: Proposed
% Provided
ROAD LENGTHS: Phase B -I -
Phase -2 -
Future -
LOT COUNTS: Phase S-1 -
Phase S-2 -
Phase S-3 -
Phase S-4 -
Phase -5 -
Phase S-6 -
Phase S-7 -
Phase -8 -
MEMO= IMME. O
••(Excludes
• * •
2,215 LF+
1,305 LF±
12,357 LF±
MR
*LANNI NG/ZONI NG: CITY
OF LOCUST
is Ray Kennedy
Locust, North Carolina 28097
P:
704-888-5260
P.O. Box 190
Locust, •rth Carolina 28097
! �rI
11[il -----,------ ------- 1111�� 101111 III no =
11 ,- 'Illifl2IIIIIIIII- '. ON
DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEO
ACM311h.=...
"_ _11791,1N.4
W-lQy-
pw
N" a One -Call Center
Engine r.
REV
a.
Know whars below.
Call before you dil
. Joc arris ssocia•tes, Inc:
Engineering - Land Surveying ® Planning
Management
127 Ben 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 Seal Engineer's Seal
®'.11%11111111111", e"111111111111 1I
°....
o°QQ- /t/y o p 9
Ir ° ® � w
M SEAL z o v � SEAL �e
®C <o �%C-4168 %�s o% � �,,e,C? 043341„, -.
o�i�� °° ;��Nii &c�\)o `p�`o. ®rax/9°° �Q���
° CQ °°°®°°°°°��
,','q,' /s&AS�� . ''. 'HERR 1®®®
I"11rnAaa11111/ "I'l ,111%%®,%
Project Mrlrlage/” Drawn
C. Bridges R. HaMOUd
Department Manager CElecved
P. Murphy T. Kelley
Print/Plot Date
February 2, 2013
Client
DEPENDABLEDEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
—
Project: --
WhisperingHills
Section B Phase
Drawing Title:
Sketch Plan
Project No. Drawing No.
2668
DWG File Name:
2668 -Overall Site plan

7930 SF
176 B / o (-
7930 SF / P 3,0- 257 B
/ 7930 SF ( _ 118 B
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p 00'' �.:•. 0 �, 2 01 Sl - HrDISTAN E
p. �• �z". ' -.$ . 60.6T 8.00' Z 8 00' Al nrl, 61.0 61.00'.,. 6 .00'
/ �—
\ 190 B l �.-L: _ o - - - _ _9+00
12112 SF o 191 B 192 B o J`4 - -�- -{ -
8659 SF 7800 SF / - o CONTENTM NT DRIV
o. 193 B � .� `-�• : ' ` �-- ---_-� .---._ _
7800 SF
.2
.27
9
194 B _
sr —
449 _ 8075 SF p / 195 B
°p' 6 . oo- �' / 196 B I
60•01, N so.00, -, _`l / 8147, SF
197 / B I
L / / M
/ 8610 SFo I 198 B
621,' 8610 SF
73.93,
73.93'
DONALD & LESLIE STEPHENS MARVEN &BRENDANiITH�
PIN 557-603-436-946 II PIN 557-603-448-082
DEED BOOK 969 PAGE 637 I DEED BOOK 1550 PAGE 902
I
A. THE CITY OF LOCUST PLAN REVIEW 1S ONLY FOR GENERAL CONFORMANCE WITH THE CITY OF LOCUST DESIGN
CRITERIA AND THE CITY CODE OF ORDINANCES. THE CITY OF LOCUST IS NOT RESPONSIBLE FOR THE ACCURACY AND
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
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.
1. 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.
PROPOSED AMMENITY AREA
VICINITY IAP - N.T.S.
DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
EV
0
_ —
-
0
_ I ,I Project Manager Drawn
MMr
NORTH CAROLINA
215 B
7930 SF
of
Tj
p i
290 B
-
-- — Print/Plot Date
k
MON ROE, NORTH CAROLINA 28110
-
PROPERTY OWNER:
4�
— — — — —
6 1'
6
2627 BREKONRIDGE CENTRE DRIVE
w
MONROE,i NORTH CAROLINA 28110
1
.-
9767 SF
6
1'
557601352723,557601462708,557601457571
. 1' '-' T�
64-.0a'
ACREAGE:
6� 1'
,.
: •6£T1'
'I
OPS - OPEN SPACE DISTRICT
L .
EWALK
73 SINGLE FAMILY RESIDENTIAL DETACHED LOTS
PHASE 1
l
00
! 24 LOTS
u
f
ir- '
M
r
8566 SF
I
1
-
0
199 B 200 B
201 B
202 B I
203 B
204 B
'
�
208 B
209 B
210 B
L— —
0
cc
8181 SF 8075 SF
-
—
I
0
0
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0 0
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214 B
I �
�
I
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289 B
__J27.0Q!__
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R. Joe ams SJR Associates, Inc.
I
7930 SF
�o
II
`� ---
9005 SF
233 B
234 B
o
2116
Engineering ® .and Surveying - Planning
7930 SF
7930 SF
—
118
—
— -
I
7874 SF
310 B
Management
I
I
56.57 62.11'
1 5368 S
127 Beu Casey Drive Suite 101Fort Mill S.C. 29708 P: 803 802-1799
62.11'
62.11'
62.11' 1 62.11' 1
0
1 62.11'
2136
I
I
127:00
I
2886
co
8510 SF
�`
8827 SF
I
61.
0'
-�
V'Vi/Vwx ooharris°Corn
112:00'
.�,
®
®
_
—
z+UU
13+00 1
14+01
_----.-_....--
- {-oo -o -f -
i
'- -F- - }--
250' SIGHT DISTANCE--�---�, I
- {-I
1-250'
_
SIGHT DISTANCE
This drawing shall not be used for construction purposes until the
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 "LAKEVIEV1l' N=583,519.78 E=1,452,755.44
SITE SOILS INFORMATION:
KkB, MhB
JERRY-& TAMM1( DIXON -- � _R®dNEY & LINDA BLALOCK- --_
PIN 557-604-533-963 PIN 557-604-543-622
DEED BOOK 1073 PAGE 577 DEED BOOK 370 PAGE 241 I
II
DEVELOPMENT INFORMATION:
seal and.i nature of the res onsible re istrant a ears on the
s
9 P 9 pp
s 1 �16 5>3�0 __-- ___- _ -' drawing, arid proper permit forms and related fees are transmitted
I �—� _ by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
2 B o
TU) F_8566 SF Cor;�or��ie Sial Engineer's Seal
313 o . .i Ca Roti
CJ 8710 SF $o° FESS/p°°°�q -,® W", _jO
—I
°
1 B �_ n m SEAL z 1 I- � SEAL °s
N. ®� o c C-4168 3 may `` �®--� 043341 za
>i T 7874 SF ®p o J ~rr <_V �6,o
I I X2/00 76.87 -s®''°q�''js&ASSq�\®°`,®e/''''.0'°MER°R.'ON"®
i
WHISPERING HILLS
gyp'
_ I ,I Project Manager Drawn
MMr
NORTH CAROLINA
Do ou C. Bridges R. Hamoud
I
I I Departimnt Manager Checked
2649 BREKONRIDGE CENTRE DRIVE
P. Murphy T. Kelley
-
-- — Print/Plot Date
k
MON ROE, NORTH CAROLINA 28110
P: 704-238-1229
PROPERTY OWNER:
4�
— — — — —
6 1'
6
2627 BREKONRIDGE CENTRE DRIVE
� 6�3`
MONROE,i NORTH CAROLINA 28110
6 9'
P: 704-774-1964
TAX PARCELS:
6
1'
557601352723,557601462708,557601457571
. 1' '-' T�
6 ' .: _
ACREAGE:
6� 1'
,.
: •6£T1'
'I
OPS - OPEN SPACE DISTRICT
L .
EWALK
73 SINGLE FAMILY RESIDENTIAL DETACHED LOTS
PHASE 1
I o
(
! 24 LOTS
M
8566 SF
0
199 B 200 B
201 B
202 B I
203 B
204 B
205 B 206 B
C. 207 B
C.
208 B
209 B
210 B
L— —
0
cc
8181 SF 8075 SF
0
8075 SF
0
8076 SF +
0
8073 SF
0
8075 SF
0 0
8075 SF 8075 SF
8075 SF
0
8075 SF
0
8075 SF
0
8075 SF
__J27.0Q!__
I
J
o
2116
N
-- —
—
—
— -
7874 SF
I
I
I
56.57 62.11'
62.11'
62.11'
62.11'
62.11'
62.11' 1 62.11' 1
62.11'
1 62.11'
62.11'
62.11'
I
127:00
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 "LAKEVIEV1l' N=583,519.78 E=1,452,755.44
SITE SOILS INFORMATION:
KkB, MhB
JERRY-& TAMM1( DIXON -- � _R®dNEY & LINDA BLALOCK- --_
PIN 557-604-533-963 PIN 557-604-543-622
DEED BOOK 1073 PAGE 577 DEED BOOK 370 PAGE 241 I
II
DEVELOPMENT INFORMATION:
seal and.i nature of the res onsible re istrant a ears on the
s
9 P 9 pp
s 1 �16 5>3�0 __-- ___- _ -' drawing, arid proper permit forms and related fees are transmitted
I �—� _ by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
2 B o
TU) F_8566 SF Cor;�or��ie Sial Engineer's Seal
313 o . .i Ca Roti
CJ 8710 SF $o° FESS/p°°°�q -,® W", _jO
—I
°
1 B �_ n m SEAL z 1 I- � SEAL °s
N. ®� o c C-4168 3 may `` �®--� 043341 za
>i T 7874 SF ®p o J ~rr <_V �6,o
I I X2/00 76.87 -s®''°q�''js&ASSq�\®°`,®e/''''.0'°MER°R.'ON"®
i
WHISPERING HILLS
gyp'
_ I ,I Project Manager Drawn
MMr
NORTH CAROLINA
Do ou C. Bridges R. Hamoud
I
I I Departimnt Manager Checked
2649 BREKONRIDGE CENTRE DRIVE
P. Murphy T. Kelley
-
-- — Print/Plot Date
k
DENNIS LILES DENNIS & MELISSA LILES
PIN 557-604-640-545 PIN 557-602-557-000
DEED BOOK 391 PAGE 999 DEED BOOK 878 PAGE 253
PROJECT:
WHISPERING HILLS
LOT WIDTH:
CITY OF LOCUST,
NORTH CAROLINA
DEVELOPER:
DEPENDABLE DEVELOPMENT
LOT STANDARDS:
2649 BREKONRIDGE CENTRE DRIVE
SUITE 104
CORNER YARD 10 FT.
MON ROE, NORTH CAROLINA 28110
P: 704-238-1229
PROPERTY OWNER:
CAROLINA DEVELOPMENT SERVICES, LLC
REAR YARD 25 FT.
2627 BREKONRIDGE CENTRE DRIVE
OPEN SPACE:
MONROE,i NORTH CAROLINA 28110
(20% REQUIRED)
P: 704-774-1964
TAX PARCELS:
557603349479, 557603440904, 557601453123
ROAD LENGTHS:
557601352723,557601462708,557601457571
666 LF±
557602555840 + PLATTED LOT & COMMON AREAS
ACREAGE:
19.48 ACRES± (PHASE 1)
6.24 ACRES- (PHASE 2)
ZONING:
OPS - OPEN SPACE DISTRICT
LOTS PROPOSED:
73 SINGLE FAMILY RESIDENTIAL DETACHED LOTS
PHASE 1
! 49 LOTS
P HAS E 2
! 24 LOTS
DENSITY:
2.61 DUA (PROPOSED/PREVIOUS ALLOWED)
LOT WIDTH:
60 FT. (MIN.) @ FRONT SETBACK
LOT SIZE:
7,500 SQ.FT. (MIN.)
LOT STANDARDS:
FRONT SETBACK 25 FT.
CORNER YARD 10 FT.
SIDE YARD 5 FT.
REAR YARD 25 FT.
OPEN SPACE:
REQUIRED ± 5.14 AC.
(20% REQUIRED)
PROVIDED ± 6.91 AC.
(34.4% PROVIDED)
ROAD LENGTHS:
PROSPEROUS PATH
666 LF±
CONTENTMENT DRIVE
1,538 LF±
COMFORT WAY
732 LF±
GENTLE BEND COVE
429 LF±
BABBLING BROOK LANE
155 LF±
February 2, 2018
Client
DEPENDABLEV L PM NT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whisperingdills
Section B PhaseI
Br vvi g Title:
Site Plan Overall
Section B Phase
Project No. Drawing Ing Nor.
2668
DWG File Name: 1
2668 -Site Plan

I
7800 SF
194 B
•sr , r 8075 SF /
50.05 B
'• � l 7
0, F p / l
6 � 60 805 S
.00- � � 196 iB � f
°.01' N 0-- 0, - / 8147 IF / 1.97 B I
/ 8610 SF 198 B
62.1 / / 8610 SF
62.9, 1 I
?3.93,
73.93'
- ---� -- — -- T '_I' EWALK \ –'
C? ( 0 2128
0 00 8566 SF I
o!
1996 200 B 201 B 202 B 203 B 204 B I 205 B 206 B 207 B 208 B I 209 B 210 B L
0 0
OM
0 0 0 0 0 0 0 0
m I 8181 SF 8075 SF 8075 SF8076 SF 8073 SF 8075 SIF 8075 SF 8075 SF 8075 SF 8075 SIF 8075 SF 8075 SF _-t27.cto—
N211 B
— — -� 7874 SF
- cfl
56.57' 62.11' 62.11' 62.11' 62.11' 62.11' 62.11' 62.11' 62.11' 62.11' 62.11' 62.11' 127W
DONALD &LESLIE STEPWENS` 1� _MARVEN & ffRENDA SMITH__ -� __ -- �7���---- - - --.BANK-OF AMERI-GA ---- --- — —
PIN 557-603-436-946 II PIN 557-603-448-082 i PIN 557-603-449-219
DEED BOOK 969 PAGE 637 1 DEED BOOK 1550 PAGE 902 DEED BOOK 1624 PAGE 445
P" NYLON STRAP OR TREE STRAP W
OLY OR HEMP ROPE GUYS -OPTIONAL.
REMOVE AFTER 1 YEAR REVIEW.
SET TREE IN VERTICAL POSITION PRIOR
TO STAKING W
Ir 4 -
TOP OF ROOT BALL SHALL BE 2" 7
ABOVE ADJACENT UPHILL GRADE. DO 4" LAYER OF MULCH
NOT PLACE ADDITIONAL SOIL ON TOP- (2" OVER ROOT BAIL)
OF ROOTBALL.
1 "x2"x 12" WOOD STAKES W/
CENTERED J HOLE. EQ. SPACED 4" HIGH WATER RING
ON UPHILL SIDE OF TREE ONLY. OUTSIDE OF BACKFILL
REMOVE TOP I OF BURLAP FROM II=III-III-1 �� - �`,r�'•��/�� SOD, MULCHED SI�RUB BED
2 I—I I=I I( �- =I I—I��I�// I or SEEDED AREA (SEE
B&B TREES, REMOVE THE TOP 3 1 I/
��=1���—=III-=I I I � 1�1 PLAN)
OF WIRE BASKET WHERE PRESENT I�''11
2:1 MAXIMUM SLOPE
EXISTING SOIL (AMEND AS REQUIRED)
UNDISTURBED SOIL (IF SOIL HAS BEEN j '
_ �_ _ NATIVE SOIL BACKFILL OR
II III III—III—III—III PLANTING MIX AS'
PREVIOUSLY DISTURBED, TAMP SOIL I -i%i iii—iii—iii—i 77REQUIRED BY SOIL
UNDER BALL TO MINIMIZE SETTLEMENT) - I Ii i lII I 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 PLANTINGDETAIL
N.T.S.
JERRY-& TAMMY-DIXON --I�ODNEY &-LINDA BLALC)CK -
PIN 557-604533-963 - PIN 557-604-543-622
DEED BOOK 1073 PAGE 577 DEED BOOK 370 PAGE 241
I
ti
— - I i r f res onsible r istrant a ears on the
sea ands natu e o the e
g P 9 pp
_ _. _ drawing, and proper permit forms and related fees are .transmitted
Co.— by the Owner, Owner's Agent or Contractor to the Authority
—� having jurisdiction:
O I 2 B -�
+ vi I 8566 SF 00 Corporate Seal Eng'ineer's Seal
®0111111111))®®
-- 12z no — 8710 SF /oti°Uri
° 9 a
L_ 1 B SEAL Z ��N SEAL ° �, e
I 7874 SF N -- ®� a C 4168fm ° 043341 �o w
.,may°,
' 27-00 76.87 .�R��c�! ASS®G\P®`o �1_ ! ®,�'p�JHER
t I ' I r _ ��d11111111111� ®�/1111l1►11®
�.. o .:
I� I Project Manager brawn
- } ^ , rn C. Bridges R. Hamoud
1 1 Department Manager Checked
V
SST TREE IAL
PLANT SYMBOL DESCRIPTION SIZE RECOMMENDED SPECIES*
LARGE MATURING MINIMUM SUGAR MAPLE
CANOPY SPECIES 3" CALIPER WILLOW OAK
RED MAPLE
CRAPE MYRTLES, BRADFORD PEARS AND O HER ORNAMENTAL TREES ARE NOT PERMITTED FOR
USE AS STREET TREES.
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B Phase 1
Drawing !"ilia:
Street Tree flan
Project No. Drawing No.
2668
DWG Pile Name:
266&Site Plan
DONALD &LESLIE STEPWENS` 1� _MARVEN & ffRENDA SMITH__ -� __ -- �7���---- - - --.BANK-OF AMERI-GA ---- --- — —
PIN 557-603-436-946 II PIN 557-603-448-082 i PIN 557-603-449-219
DEED BOOK 969 PAGE 637 1 DEED BOOK 1550 PAGE 902 DEED BOOK 1624 PAGE 445
P" NYLON STRAP OR TREE STRAP W
OLY OR HEMP ROPE GUYS -OPTIONAL.
REMOVE AFTER 1 YEAR REVIEW.
SET TREE IN VERTICAL POSITION PRIOR
TO STAKING W
Ir 4 -
TOP OF ROOT BALL SHALL BE 2" 7
ABOVE ADJACENT UPHILL GRADE. DO 4" LAYER OF MULCH
NOT PLACE ADDITIONAL SOIL ON TOP- (2" OVER ROOT BAIL)
OF ROOTBALL.
1 "x2"x 12" WOOD STAKES W/
CENTERED J HOLE. EQ. SPACED 4" HIGH WATER RING
ON UPHILL SIDE OF TREE ONLY. OUTSIDE OF BACKFILL
REMOVE TOP I OF BURLAP FROM II=III-III-1 �� - �`,r�'•��/�� SOD, MULCHED SI�RUB BED
2 I—I I=I I( �- =I I—I��I�// I or SEEDED AREA (SEE
B&B TREES, REMOVE THE TOP 3 1 I/
��=1���—=III-=I I I � 1�1 PLAN)
OF WIRE BASKET WHERE PRESENT I�''11
2:1 MAXIMUM SLOPE
EXISTING SOIL (AMEND AS REQUIRED)
UNDISTURBED SOIL (IF SOIL HAS BEEN j '
_ �_ _ NATIVE SOIL BACKFILL OR
II III III—III—III—III PLANTING MIX AS'
PREVIOUSLY DISTURBED, TAMP SOIL I -i%i iii—iii—iii—i 77REQUIRED BY SOIL
UNDER BALL TO MINIMIZE SETTLEMENT) - I Ii i lII I 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 PLANTINGDETAIL
N.T.S.
JERRY-& TAMMY-DIXON --I�ODNEY &-LINDA BLALC)CK -
PIN 557-604533-963 - PIN 557-604-543-622
DEED BOOK 1073 PAGE 577 DEED BOOK 370 PAGE 241
I
ti
— - I i r f res onsible r istrant a ears on the
sea ands natu e o the e
g P 9 pp
_ _. _ drawing, and proper permit forms and related fees are .transmitted
Co.— by the Owner, Owner's Agent or Contractor to the Authority
—� having jurisdiction:
O I 2 B -�
+ vi I 8566 SF 00 Corporate Seal Eng'ineer's Seal
®0111111111))®®
-- 12z no — 8710 SF /oti°Uri
° 9 a
L_ 1 B SEAL Z ��N SEAL ° �, e
I 7874 SF N -- ®� a C 4168fm ° 043341 �o w
.,may°,
' 27-00 76.87 .�R��c�! ASS®G\P®`o �1_ ! ®,�'p�JHER
t I ' I r _ ��d11111111111� ®�/1111l1►11®
�.. o .:
I� I Project Manager brawn
- } ^ , rn C. Bridges R. Hamoud
1 1 Department Manager Checked
V
SST TREE IAL
PLANT SYMBOL DESCRIPTION SIZE RECOMMENDED SPECIES*
LARGE MATURING MINIMUM SUGAR MAPLE
CANOPY SPECIES 3" CALIPER WILLOW OAK
RED MAPLE
CRAPE MYRTLES, BRADFORD PEARS AND O HER ORNAMENTAL TREES ARE NOT PERMITTED FOR
USE AS STREET TREES.
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B Phase 1
Drawing !"ilia:
Street Tree flan
Project No. Drawing No.
2668
DWG Pile Name:
266&Site Plan

EM
2/2/2018 Initial Submittal to City of Locust & NCDEQ
11
A
&49 Omdo "One -Call Center
Engineer:
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben 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 Seal
,001111i11fill
R0/
®®� °FESS/qt% y
'9� ° o
om SEAL
-' c> C-4168
po°�61
° oo"°°°••°°
Engineer's Seal
1%%IIIB11///®I
0
°w
SEAL°
° 043341 ,
°
el
/ ,opHER®?\—
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE V LO NT
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Wir-lispering Hills
Section B Phase
Drz-vivi ng 'Title:
Sight istance
Project No. Drawing No.
2668
DWG Pile Name:
2668 -Sight Distance

TYPICAL BLUSTER MAILSOX FOUNDATION
NOTES:
�I
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP
�6" SLIP KNOT WITH,STOP KNOT,
6" LARGER THAN TREE DIAMETER
ROOT CROWN TO.
BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
4" HIGH / 6"WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
3 - 1"x2'x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
"�- BACKFILL AS SPECIFIED
REMOVE TYPICAL EXCESS SOIL_�_ .,y:"
FROM ROOT CROWN �.,,�
Effm
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE —VARIES—
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET [ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK '(ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA, MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21 NOT TO SCALE
TREE PLANTING
NOTES:
1. CONTRACTOR SHALL USE EXTREME CAUTION
WHEN WORKING NEAR EXISTING TREES.
2. WHERE EXISTING TREES ARE WITHIN 4' OF
THE PROPOSED BACK OF CURB, THE PROPOSED
CURB SHALL END A MINIMUM OF 12" FROM
THE TREE'S BUTTRESS ROOTS.
3. CONTRACTOR SHALL COORDINATE WITH THE CITY ARBORIST
TO IDENTIFY TREES FOR WHICH THIS DETAIL APPLIES
PRIOR TO CONSTRUCTION NEAR THE TREE(S).
4. NO TREES SHALL BE REMOVED UNLESS CLEARLY SPECIFIED
ON THE PLANS OR IDENTIFIED BY THE ENGINEER. L
5.
AVOID FILL PLACEMENT NEAR TREE. BUTTRESS ROOTS (TYP.)
6. FOR ADDITIONAL SPECS., SEE SECTION
1000 PART 03. B AND C CURB
CURB
12" 12"11
MIN. MINI
EXIST. HAND SHAPED ASPHALT
ELEVAATIONTION EXIST. GROUND
ELEV. AT TREEJ CURB AT EXIST. TREE
ASPHALT CUB PLACEMENT AT EXIS-
v
SPECIFIED BALL DIAMETER
SPECIFIED BALL DIAMETER
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER
AS DUG TOP OF BALL
AS DUG
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL SOIL LINE UNACCEPTABLE SOIL
COVERING
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 ARBORIS
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT FLi\RE DEPTHS
DATE I ISSUED FOR I REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
R o. Harris ♦; Associates,
Engineering ®Land Surveying . Planning
1Vlanagernent
127 Ben Casey Drive, Suite 101, For[ Mill, S.C. 23708 Y: (S03) 802-179)
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 :seryl Engineer's Seal
o`%%%W Iu i o d7jd�� \\\►n u 11111111
.(` �Nj CAR ' °� CA RO
O� ESS/0 °°°?9 'o QEz�f ESsjp�,!%9
�q<
0
z SEAL�SEAL
�
� 'Ci — c1/)� e o2�C-4168 � j ® 043341 ,>
cpp 0
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
4ok'a l_
Whispering Hills
Section B Phase
Drawing Title:
Site Plan Details
r rr),ect i o. Drawing No.
2668
DWG File Warne:
2668 -Site Plan
vitalTM Cluster Box Unit - Type I
112°I
30 1/2" --�- 18" —►
°� ❑ ® ❑
28 1/2"
® ❑ ❑
® ❑ ❑
❑ ® ❑
- -- -- 47 3/8"
14 1/2"
PEDESTAL
°� ❑ o ❑ 33 3/8"
PEDESTAL
°m 62"
4 T
575/8" 611/"
4" 12..
161/8" I
14"0"
4. 12
45"
� 12"
30 1/8" 28
10„
BOLT PATTERN
FRONT VIEW SIDE VIEW
PEDESTAL BASE
BOLT PATTERN
NOTES.TENANT
DOOR CHART
FRONT VIEW SIDE VIEW
DOORTYPE DIMENSION(HEIGHTX WIDTH)
BOX UNIT
NOTES,
TENANT /
1 16'
10'FARCEL 10/4"x]2,13/1
13" PARCEL 13-3/4"x12-13/16"
1. This unit is approved for USPS and private applications. HODUCTSHIES: Tv
vital CLUSTER
OUTGOING SLOT 3(4'x1 I-3/4"
BOX UNIT
Company
2. Decorative mailbox accessories sold separately and are USPS Approved
SCALE NONE
LASTREV DATE
9/26/2012
DRAWING NUMBER
products.
1
4. Florence "F" series CBU is Officially Licensed by USPS. 5935 Corporate Drive • Manhattan,
KS 66503
3. Pedestal should be installed with included Rudder Pad;MODEL
License#CDSEQ-08-B-0012 www.florencemailboxes.c
A GIBRALTAR INDUSTRIES
1570-8
REV A
AFD
mounting hardware not Included, refer to installation manual forA'I=F
SCALE NONE
LAST REV DATE
recommendations. mcin�e Chlring
company
9/26/2012
DRAWING NUMBER
DRAWN BY
4. Florence "F" series CBU is Officially Licensed by USPS: 5935 Corporate Drive ® Manhattan;
KS 66503
License#CDS EQ -08-B-0012 www.florencemailboxes.c{
m e 18001275-1747
1570-8CS
AFD
- A GIBRALTAR INDUSTRIES
COMPANY
TYPICAL BLUSTER MAILSOX FOUNDATION
NOTES:
�I
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP
�6" SLIP KNOT WITH,STOP KNOT,
6" LARGER THAN TREE DIAMETER
ROOT CROWN TO.
BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
4" HIGH / 6"WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
3 - 1"x2'x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
"�- BACKFILL AS SPECIFIED
REMOVE TYPICAL EXCESS SOIL_�_ .,y:"
FROM ROOT CROWN �.,,�
Effm
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE —VARIES—
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET [ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK '(ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA, MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21 NOT TO SCALE
TREE PLANTING
NOTES:
1. CONTRACTOR SHALL USE EXTREME CAUTION
WHEN WORKING NEAR EXISTING TREES.
2. WHERE EXISTING TREES ARE WITHIN 4' OF
THE PROPOSED BACK OF CURB, THE PROPOSED
CURB SHALL END A MINIMUM OF 12" FROM
THE TREE'S BUTTRESS ROOTS.
3. CONTRACTOR SHALL COORDINATE WITH THE CITY ARBORIST
TO IDENTIFY TREES FOR WHICH THIS DETAIL APPLIES
PRIOR TO CONSTRUCTION NEAR THE TREE(S).
4. NO TREES SHALL BE REMOVED UNLESS CLEARLY SPECIFIED
ON THE PLANS OR IDENTIFIED BY THE ENGINEER. L
5.
AVOID FILL PLACEMENT NEAR TREE. BUTTRESS ROOTS (TYP.)
6. FOR ADDITIONAL SPECS., SEE SECTION
1000 PART 03. B AND C CURB
CURB
12" 12"11
MIN. MINI
EXIST. HAND SHAPED ASPHALT
ELEVAATIONTION EXIST. GROUND
ELEV. AT TREEJ CURB AT EXIST. TREE
ASPHALT CUB PLACEMENT AT EXIS-
v
SPECIFIED BALL DIAMETER
SPECIFIED BALL DIAMETER
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER
AS DUG TOP OF BALL
AS DUG
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL SOIL LINE UNACCEPTABLE SOIL
COVERING
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 ARBORIS
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT FLi\RE DEPTHS
DATE I ISSUED FOR I REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
R o. Harris ♦; Associates,
Engineering ®Land Surveying . Planning
1Vlanagernent
127 Ben Casey Drive, Suite 101, For[ Mill, S.C. 23708 Y: (S03) 802-179)
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 :seryl Engineer's Seal
o`%%%W Iu i o d7jd�� \\\►n u 11111111
.(` �Nj CAR ' °� CA RO
O� ESS/0 °°°?9 'o QEz�f ESsjp�,!%9
�q<
0
z SEAL�SEAL
�
� 'Ci — c1/)� e o2�C-4168 � j ® 043341 ,>
cpp 0
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
4ok'a l_
Whispering Hills
Section B Phase
Drawing Title:
Site Plan Details
r rr),ect i o. Drawing No.
2668
DWG File Warne:
2668 -Site Plan
vitalTM Cluster Box Unit - Type IV
30 1/2" --�- 18" —►
12„
® ❑ ❑
❑ ® ❑
- -- -- 47 3/8"
14 1/2"
62" 61 1 /2"
57 5/8" ® ❑ ® Cl
PEDESTAL
106 El 1
m � ❑ 38..T
4 T
}
4" 12..
161/8" I
14"0"
1
10" •-
1
� 12"
PEDESTAL BASE
BOLT PATTERN
FRONT VIEW SIDE VIEW
DOOR CHART
NOTES.TENANT
DOOR TYPE I DIMENSION (HEIGHT. WIDTH)
5'x 12-13/16"
10 "PARCEL 10-1/4'x12-13/16"
1. This unit is approved for USPS and private applications. PEDUMERIES: TM
2. Decorative mailbox accessories sold separately and are USPS Approved vIf01 CLUSTER
OUTGOING SLOT 3/4' x 11-3/4"
BOX UNIT
products.
3. CBU pedestal should be installed with included Rubber Pad;
FLORENCE
MODEL 1570-13 1
REV A
mounting hardware not included, refer to installation manual forA"'
recommendation. manufarin
Company
SCALE NONE
LASTREV DATE
9/26/2012
DRAWING NUMBER
DRAWN BY
1
4. Florence "F" series CBU is Officially Licensed by USPS. 5935 Corporate Drive • Manhattan,
KS 66503
License#CDSEQ-08-B-0012 www.florencemailboxes.c
A GIBRALTAR INDUSTRIES
rn e [phone]
COMPANY /`
1570-13CS
AFD
TYPICAL BLUSTER MAILSOX FOUNDATION
NOTES:
�I
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP
�6" SLIP KNOT WITH,STOP KNOT,
6" LARGER THAN TREE DIAMETER
ROOT CROWN TO.
BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
4" HIGH / 6"WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
3 - 1"x2'x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
"�- BACKFILL AS SPECIFIED
REMOVE TYPICAL EXCESS SOIL_�_ .,y:"
FROM ROOT CROWN �.,,�
Effm
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE —VARIES—
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET [ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK '(ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA, MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21 NOT TO SCALE
TREE PLANTING
NOTES:
1. CONTRACTOR SHALL USE EXTREME CAUTION
WHEN WORKING NEAR EXISTING TREES.
2. WHERE EXISTING TREES ARE WITHIN 4' OF
THE PROPOSED BACK OF CURB, THE PROPOSED
CURB SHALL END A MINIMUM OF 12" FROM
THE TREE'S BUTTRESS ROOTS.
3. CONTRACTOR SHALL COORDINATE WITH THE CITY ARBORIST
TO IDENTIFY TREES FOR WHICH THIS DETAIL APPLIES
PRIOR TO CONSTRUCTION NEAR THE TREE(S).
4. NO TREES SHALL BE REMOVED UNLESS CLEARLY SPECIFIED
ON THE PLANS OR IDENTIFIED BY THE ENGINEER. L
5.
AVOID FILL PLACEMENT NEAR TREE. BUTTRESS ROOTS (TYP.)
6. FOR ADDITIONAL SPECS., SEE SECTION
1000 PART 03. B AND C CURB
CURB
12" 12"11
MIN. MINI
EXIST. HAND SHAPED ASPHALT
ELEVAATIONTION EXIST. GROUND
ELEV. AT TREEJ CURB AT EXIST. TREE
ASPHALT CUB PLACEMENT AT EXIS-
v
SPECIFIED BALL DIAMETER
SPECIFIED BALL DIAMETER
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER
AS DUG TOP OF BALL
AS DUG
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL SOIL LINE UNACCEPTABLE SOIL
COVERING
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 ARBORIS
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT FLi\RE DEPTHS
DATE I ISSUED FOR I REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
R o. Harris ♦; Associates,
Engineering ®Land Surveying . Planning
1Vlanagernent
127 Ben Casey Drive, Suite 101, For[ Mill, S.C. 23708 Y: (S03) 802-179)
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 :seryl Engineer's Seal
o`%%%W Iu i o d7jd�� \\\►n u 11111111
.(` �Nj CAR ' °� CA RO
O� ESS/0 °°°?9 'o QEz�f ESsjp�,!%9
�q<
0
z SEAL�SEAL
�
� 'Ci — c1/)� e o2�C-4168 � j ® 043341 ,>
cpp 0
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
4ok'a l_
Whispering Hills
Section B Phase
Drawing Title:
Site Plan Details
r rr),ect i o. Drawing No.
2668
DWG File Warne:
2668 -Site Plan

NOTES:
1. CURB AND GUTTER STREETS TO BE VALLEY
GUTTER.
2. THE CROWN FOR PAVEMENT IN CUL-DE-SAC
VARIES BASED ON SPOT GRADES
CUL-DE-SAC DETAIL
R
V
2' VALLEY GUTTER
10" RADIUS
A A"
o �• a': -10"RAID IUS •�°�� .�
2'-O"
2'-0" VALLEY GUTTER
9" OR 10..
y 1/8.. 5/16, "-'3/16
1 5/16" - I I I I I I \\v
--1'-9" APPROX.-�-- 12'-6PLICE BOLT " MAX.MAX.-�i I+1 E BOLT
5/8" NC -2
2" FOR POST BOLT
DETAIL OF BOLT
5/8" DIA. x POST BOLT PLAN x-12 1/2"
1 1/4 SPLICE BOLT�I 4 1/4 15166dDDEEP RECESS-15/8"I�-
4 REQUIRED 4 1/4"-7I
BEAM 'TYPE GUARD RAIL 2"- 2°
TERMINAL \
SECTION
M
0 o n N DETAIL OF NUT
POST POST
MAX. 12'-6" CENTER TO ENTER OF POSTS
X13
TYPICAL ELEVATION /
f16 MIN. DIA. HOLE
4
W 6 x 8.5
3 1 /4"-►-
SEE STD. 1 1/6 1 17/32" --°-1 1-.-4 -1
�2:1 SLOPE (MIN. 3')
FER-1
NO. 50.08ATY LINE STEEL GUARD RAIL�-PROPER�� 13/16" MIN.
DIA. HOLE �
12" DIA, HOLE
EDGE OF PAVEMENT 3 1/4" �h NEUTRAL AXIS TO BE FILLED
WITH CONC.
<* GROUND
1 1/8" 3/4" x 2 1/2" POST °
DEAD-END STREET BARRICADE N
BOLT sLOT Z
SPLICE BOLT t in
°
SLOT
2 5/16 29/32" x 1 1/8" D° . � ° , F6"
\SPLICE BOLT SLOT
•m •
SECTION THRU RAIL ELEMENT DETAIL OF POST I
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONSi 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.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE ELEMENT RAIL EL INCLUDING SPLICES SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80 000 LBS.
A E ,
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
'THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOTA BE PERMITTED.
5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIIZED 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
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 (TO BOC) - 15' (TO BOC) - 11'-0"
Utility Easement
13' (TO EOP) - 13' (TO EOP) - 2'-0"
1/4"/FT 1 /4„SFT
-'- 3/8"/FT 3/8 /FT
SIDEWALK _ SIDEWALK
-y- 1'-0" -0" 5'-0" -*- 5'-0"-0"=-1'-0"-�-
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
10'-0" -
Utility Easement
DATE ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
Joe Harris r
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
0,00►11 rll't'°®'®111 7AIl/,�1
°°°°��.°°g- \ �rR0�®®1�A
®°
ES S;0 °°°° 9 °RO
° y
m SEAL o ;V SEAL
SEAL z° c
c> C-4168 o •Z �'` �' 043341 z>
��' 2FF v���°
Atn
/S& ASS�r e°' 1 //°/1'n°i� phER°Rae
7 °fit �",'IIIIIlilt
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Efate
February 2, 2018
Client
DEPENDABLE V L PMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B Phase 1
Drawing Title:
cSitc Plan Details
Project No, Drawing No.
2668
DVVG t=ile Name:
2668 -Site Plan
M0
' .�
SIDEWALK (8' STD.)._..
1-4
>'"O m
^-^P
fit3'"R &" A 13
IITILX" S'TRIPI
& �Q SY` - 44. q, x .}, DROP CURB € E 2, DETECTABLE Q 02 WIN.)
;I' ($TD. 2'-8" CURB Ri-JIRU"`i`iC e�s`i 0.08 KAX 0.02 (NORrA.) -
<I�..
fes?"
M
k' a GUTTER MOM M 17.04 NORM.)
LL. �.-1 �
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uukC<L%
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i>
y SECTION 13-13
0 W
Cn 1
°� 1F s s , 9ID14'a'dLit 4I ° hl �
\�` �� D RB TITrT1-` Luna[±
ELEVATION UHF3
DROP
t`.. rl P --P
, LU
�a THAIISITIQM TRANSITION
.Ufl3
x-
VARIABLE SLOPS AOT
-. TO FXCEEO 10:1
SECTION A -A
ISOMETRIC VIEW
• z
PAY LIMITS, FOR CURB RAMP EXPANSION JOINT -... r SIDEWALK
STD. 876: a1)\
CL
0
1 IA4
(SEE
NOTE: A PQRrION OF ONE OR BOTH RAMPSL4
MAY EXTEND OUTSIDE THE RETURN.
co
..
NOTES:
1. DETECTA8LE WAHNTNv DOMES IMLL COVER 2'-O" L ENGYH AND FULL WIDTH OF THE I '"
4!I
t11 (
RAMP FLOOR AS SHOWN ON THE DETAILS. ug,
2. UETEITAPLE WARNING COMES OTLL GQ1A fRnu'1' V4181LITY WITH AIIUOIra NI, SURFACE, EITHER LIGHT -ON -DARK, u v �u za ,� ;i ^--^-�E:i PAP15I'".IP: JOIM'r
2.
� s ''. T .� -STD.
I
"
OR DARK -ON -LIGHT. SEQUENCE COVERING THE ENTIRE RAMP. Sar e EE 8a8.Oi
o SEE NOTE 1�,. m-xista ' {;. Ire 4, x 4, t )
z r tANDING
1
'� CJ
x
PIPAPP WIDTH AREA IS VAR.AEiLE
C]s
. :15�
E%PAPISIOFA JtYTNT
I
CL
'go #
f (IEE SIS" 4,, 1 i
-...
< �
IM A
SIU
a-;1 .EYda.LK
0
rI 51111
rr;; FF, I r r.Or 6' O..O' 9. r7` 6.8 8 O ""
0.8 R TO 1.40"H a' 0.O" 7 8' 7.3 6.511,
�
<
GO
P^t
w�
4
J a' U.0' 8.©' 7,3' 8.5'.,1 ti
TOP DIAMETER OF NO LESS, er
m� IRAN 50t TO NO MORE , 2,0' 7,471 7,8' 519, 4' X 4' CLEAR' SPACE ��',� �
� 0
-I
,•'yi
� 4
O r� irp Lrr THAN 666 OF THE EASE 5" 2.5' 8.3' U.1' 4.8' M�)SP FP ATL WiBPTWI � � �
a a ✓ DIAMETER :a"..., 3.0' ..8.83 e.13' 4.4'. [S��OWALK
10MITS. p,� } r '�
NOFE
C} . 5"Q J CO) O 1 9,O
5' 14.S' 10.3" Ia.T 3,�Ir BETWEEN RAMPS T� �
LLJ ...
SEE NOTE 1 8= X- (MU") TY
2� W
...tom. B = DISTANCE FRONT EDGE OF 51DENALK
a• TO BACK POINT OF 12;1 (U.9,:J` } SLOPE,
BACK OF 81P£WA.LK DROP REQUIRED FOR ALL
.. ........ . ... .„.... _., _,... .. .._...1 SIDEWALK SLOPES. PLAN
G..T9.1'9 VIEW
a. HACK OF SIOEWA.L K DROP REQUIRED FORf-
SIDEWALK SLUPES 0.04. DUAL RAMP*
DE'rECTABLE WARNING DOMES ANY W11
(A' M?M. FLOOR WIDTH)
1lEET 1 OF 3
SHEET k OF
� �JI
CJ
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M
F4
woo
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F q
,
en �
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LuLL
01 F- LL 0
CD
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im
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SIDEWALK SIDEWALK
SEE. NOTE 12
SEE NOTE 4 SEE NOTE 10 4°-0" (TYP)
STOP LINE
M
SIDEWALK SIDEWALK
SES - _ SIDEWALK SIDEWALK
NOTE 12
cc
4'-011 (T1rPj
SEE'.. �g
LAI
®,
"0G7
0 3:
MLA
I
NOTE 3 SEE NOTE 4
STOP LINE wp U -...SEE NOTE 10
------------
.rrl
t�
#-
r -e
CL
C -i
8IDEWALK
y"
DETAIL SHOWING TYPICAL LOCATION Cil= CURB RAMPS.
25
E' TI_N SALSANSISTP N S TE TE SETI NS
<
PE181Lr F CURB
LU
0
(n
1-t
RAMPS PEDESTRIAii CRO xSWALKS AND STOP LINES
p
LR_
o
M
cc
a?
LLI
Ri7A�Tilar PROPOSED CURB RAMP W1 LANDING ALLOWABLE
LO't<tABLE LOCATIONS
CltlA
FOR PROPOSED PROPOSED OR FUTURE SIDEWALKL RAMP RADII .. ; ........ANY
CURB RAMP
HEET 2 OF 3
SHEET 2 60-Y
848.05
848.05
M
NOTES:
1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE,.
THE ENGINEER.
AS SHOWN IN THE PAVEMENT MARKING
w' �
PLANS OR AS DIRECTED BY
m4 =-.q
2, LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS A$ SHOWN IN THE PAVEMENT MARKING PLANS.
WHEN FIELD ADJUSTMENTS FiEQtiJIHE
to �0-"
00to
1-4=-°A: >
MOVING CURB RAMPS OR kARKING AS SHOWN, OONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE A3
0 RE ED BY THE EN�QINEER.
3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SC A'4'x4'.CLEAR SPACE AT THE BASE
OF THE CURLS RAMP WILL PALL
Oo p
WITHIN THE PEDESTRIAN CROSSWALK LINES,�<_
=I- =
UJ�-
�'�
4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
H 1
S. REFER TO THE PAVEMENT MARKING PLAINS. FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF �f
PAVEMENT MARKING PLAN IS NOT
d I -
13_q
PROVIDED, CONTACT THE SIGNAL DIESIGN SECTION FOR THE STOP BAEi LOCATIONS OR LOCATE AS DIRECTED
BY THE ENGINeen.
m
8. TERMINATE PARKING A MINIMUM OF 20' BACK OF.A PEDESTRIAN CROSSWALK.
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8. CONSTRUCT 'THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
D. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 296 MAXIMUM.
G)
10. CONSTRUCT 'THE SIDE, FLARE SLOPE A, MAXIMUM OF i% MEASURED ALONG THE CURB LINE.
U.
r-
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF
5% AND MAINTAIN A
Cn
SMOOTH TRANSITION:
68
1p. CONSTRUCT LANDINGS FOR :SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY UIRECTIO
. CONSTRUCT LANDINGS FOR�
MEDIAN ISLANDS A MINIMUM OF 15'x6' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
'
CL
f!5
p >
A
13> TO USE A MEDIAN ISLAND AS A PEDESTRIAN AREA, MEDIAN ISL.ANCI;r. WILL BE A MINIMUM OF 8 WICrE,
CONSTRUCT MEDIAN ISLANDS
w
fA C7
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND,
f
14.. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL
BE OUT THROUGH LEVEL WITH
V �THE
SURFACE STREET.
I-
co
15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK AC
OSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER BION -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
H
-r1
iB. PLACE A V2" EXPANSION JOINTWHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY
DRAWING 848.01
1
�TANDARD
17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN
IN THE MUTCD.
UJ
18. CURD RAMPS THROUGH :MEDIAN ISLANDS, SINGLE DAMPS AT DUAL CROSSWALKS OR 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.
SHEET 3 OF 3
HEET 3 OF 3
48.05
848.05
NOTES:
1. CURB AND GUTTER STREETS TO BE VALLEY
GUTTER.
2. THE CROWN FOR PAVEMENT IN CUL-DE-SAC
VARIES BASED ON SPOT GRADES
CUL-DE-SAC DETAIL
R
V
2' VALLEY GUTTER
10" RADIUS
A A"
o �• a': -10"RAID IUS •�°�� .�
2'-O"
2'-0" VALLEY GUTTER
9" OR 10..
y 1/8.. 5/16, "-'3/16
1 5/16" - I I I I I I \\v
--1'-9" APPROX.-�-- 12'-6PLICE BOLT " MAX.MAX.-�i I+1 E BOLT
5/8" NC -2
2" FOR POST BOLT
DETAIL OF BOLT
5/8" DIA. x POST BOLT PLAN x-12 1/2"
1 1/4 SPLICE BOLT�I 4 1/4 15166dDDEEP RECESS-15/8"I�-
4 REQUIRED 4 1/4"-7I
BEAM 'TYPE GUARD RAIL 2"- 2°
TERMINAL \
SECTION
M
0 o n N DETAIL OF NUT
POST POST
MAX. 12'-6" CENTER TO ENTER OF POSTS
X13
TYPICAL ELEVATION /
f16 MIN. DIA. HOLE
4
W 6 x 8.5
3 1 /4"-►-
SEE STD. 1 1/6 1 17/32" --°-1 1-.-4 -1
�2:1 SLOPE (MIN. 3')
FER-1
NO. 50.08ATY LINE STEEL GUARD RAIL�-PROPER�� 13/16" MIN.
DIA. HOLE �
12" DIA, HOLE
EDGE OF PAVEMENT 3 1/4" �h NEUTRAL AXIS TO BE FILLED
WITH CONC.
<* GROUND
1 1/8" 3/4" x 2 1/2" POST °
DEAD-END STREET BARRICADE N
BOLT sLOT Z
SPLICE BOLT t in
°
SLOT
2 5/16 29/32" x 1 1/8" D° . � ° , F6"
\SPLICE BOLT SLOT
•m •
SECTION THRU RAIL ELEMENT DETAIL OF POST I
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONSi 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.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE ELEMENT RAIL EL INCLUDING SPLICES SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80 000 LBS.
A E ,
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
'THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOTA BE PERMITTED.
5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIIZED 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
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 (TO BOC) - 15' (TO BOC) - 11'-0"
Utility Easement
13' (TO EOP) - 13' (TO EOP) - 2'-0"
1/4"/FT 1 /4„SFT
-'- 3/8"/FT 3/8 /FT
SIDEWALK _ SIDEWALK
-y- 1'-0" -0" 5'-0" -*- 5'-0"-0"=-1'-0"-�-
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
10'-0" -
Utility Easement
DATE ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
Joe Harris r
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
0,00►11 rll't'°®'®111 7AIl/,�1
°°°°��.°°g- \ �rR0�®®1�A
®°
ES S;0 °°°° 9 °RO
° y
m SEAL o ;V SEAL
SEAL z° c
c> C-4168 o •Z �'` �' 043341 z>
��' 2FF v���°
Atn
/S& ASS�r e°' 1 //°/1'n°i� phER°Rae
7 °fit �",'IIIIIlilt
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Efate
February 2, 2018
Client
DEPENDABLE V L PMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B Phase 1
Drawing Title:
cSitc Plan Details
Project No, Drawing No.
2668
DVVG t=ile Name:
2668 -Site Plan

LEGEND:
LIMITS OF DISTURBANCE
TREE PROTECTION FENCING
-° 13
PROPOSED SILT FENCE
" .. " PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
X -X
I I PROPOSED INLET PROTECTION
X -X
-►TD-® PROPOSED TEMPORARY DITCH
M PROPOSED STOCK PILE
PROPOSED RIP RAP
. PROPOSED BAFFLES
/ I / . / ..
--
J
l
1
i
1.
/ / ... : * * I
; : . .. : . . I . ., , :1
i
i
i
.
/ . . , * . : : . : : '. \, _... .. , : . . : . I
:* i: . : . - - : : � :: : : : 22
l
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'... ': ..... : : : : : . : : : : . ____1 . . . . . . * * , , , ­ , . ...... I . I *. - I., ..
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. . . . .
1
. ..
. . . .
..
:: l .. .': : \ .
.
. . .
::
( `�
::.I:`� _
.. .
: . . : •
..:. :
..
- •• :. :
•... T FENCE--- --66
•
J O OUTLET TO END) INSTALL 93 LF
N
:.
. \
..
. . : '. : :• . t - /
SING E R IL
(CONC. D 1
( , INSTALL 197 LF - J \ . ...
Cp SINGLE ROW SILT FENCE
INSTALL 98 LF
I
. END TO CONC. OUTLET
: : ) .
/ : :' ' .
/ CE �. .
: \ . �� ..
( SINGLE ROW SILT FEN
I 1.
(END TO END) l
:' :` :'
..
CONC. OUTLET TYP. / .
( )
\': .
'.• `. i
.
w
rr
i
.. `o /
\ .1.
:ARMOR TOP AND EXTERIOR EMERGENCY1
. ._- i : .
:' SPILLWAY W/TURF REINFORCEMENT &SEEDING
•.: •.: � =
l �.
/ (SEEDING TO BE PLACED UNDER MATTING) INSTALL 140 LF
/M. SINGLE ROW SILT FENCE ' •.•
\ .......-N�", \ ....
(END TO END)
..
1
INSTALL 277 LF
` .
.;
•
- CE `1
\ * . . (.� SINGLE ROW SILT FEN ' I .
\'t:'., '• ... •• '• :. G T END) ......
. .
\ .
. . .
C� J
C C / ( / Vit' / .....
\ )7 .
.•.
:'
:A.\
. • . • . •.
- •• \.. :
/ _ �,
. .
.
_
•• . :. ,
\ ; .• ` .: ; INSTALL 350 LF INSTALL 139 LF DENUDED LIMITS
. . �.. : \
:.
\ ; . , SINGLE ROW SILT FENCE �
,\ , EXISTING 30 I EN
:'
.
.
�` : :: 1
..,• SINGLE ROW �
\'. \ :: : STREAM BUFFER (END TO END) (END TO ENDS LT -
F CE
\ .1 \ INSTALL 34'LF / 11 INSTALL 174 LF •
': '•I : ` �� SINGLE ROW SILT FENCE
': '•� •. SINGLE ROW SILT FENCE1. _ /` O�
tt
CONC. OUTLET T END)
O
E i f r ND
( )
:EXISTING 20' SANITARY (E TO END)
\ X
• -
�. ; �.
SEWER EASEMENT :
. .. -• ..
. /..
.... ..:
::::v:
. •.. . . �®
INSTALL 269 LF :
. .
: ,
.. �. : • . : 1 : : LE W SILT FEN �.• p CONC. OUTLET (TYP:)
:,:
SING RO S CE
:' .•
:• . : END TO CON . OUTLET �.• • :®.....
,• IP RAP APRON
( C )
...••••
::..
R
REFER TO DETAILS ' :'..••' .: ; !"::... INSTALL 240 LF
'' CONC. OUTLET TYP. ® ` \
\ '.. c ; 3 :.' \ .... ( ) coy SINGLE ROW SILT FENCE
` 4LF 24" HDPE
. . ; :� 1 : :. S :• , "TEMP. SLOPE DRAIN (TDD #4) ®'000 D T L
.•'
J 1 `• (EN O CONC. OUTLET)
ARMOR TOP AND EXTERIOR EMERGENCY _ ~" : Q10= 42.23 cfs `. 1.418LF TEMPORARY DITCH #5 _
.•..
INV. IN = 634.00
SPILLWAY W/ (URF REINFORCEMENT &SEEDING •., "" -� WITH CHECK DAMS SPACED -
(SEEDING TO BE PLACED UNDER MATTING) ..... ••. N = .0 11 ', `� •® AT 100 FT. INTERVALS (TYP.) I '
V. OUT 626 0 i /
': '. a
INSTALL 108 LF
................
/ ®:
.. : • .
r
SINGLE ROW SILT FENCE `. `• ` ...I ..........:.. •• ,.......-...• : ], , go 1 :•�' {
.. • . 091 .
END TO CONC. OUTLET ; ': - \ IMMER BASIN #2
( ) SK
.
: •...........• � CONC. OUTLET TYP. ® .. . \
%:.. .• DRAINAGE AREA= 4.94 AC
;� .
. .. • : % �- .......... -
\ •
: : •. INSTALL 158 LF
ST L
:, : : _ INSTALL ALL 261 LF : ED AREA = 4. 4 AC. _
• ., T DENUD A 9
:� �, . ;. : .
SINGLE ROW SILT FENCE /, - .
::'• : : NC
:::
SIN LE OW SILT FE E BERM - 6 0
CONC. OUTLET TO (GONG. OUTLET TO END) �, SPIILLWAY = 653.00 /
: •, 630-- /
CONC. OUTLET % CLEANOUT = 651.00 :
CONC. OUTLET (TYP) :. : ' :......... , i r:vl� )1.
1 :� �' BOTTOM BASIN =649.00
" CONC. OUTLET (TYP.) `.• •
Y Y.. \ / REQ. VOLUME = 17,784 CF -
, �.1. /
SEDIMENT BASIN #1
`'*
/': r ACT. VOLUME ,= 19,925 CF
)'
D'
•
O T
DRAINAGE AREA- 15.21 AC. NCE
;.
� SPILLWAY LENGTH = 12 DISTURBANCE
- � . r , cQ LIMITS OF IS
DENUDED AREA = 13.94 AC. \ -
Tg _
KIMMER SIZE 1 3'`
... •-.... Q _
TOP BERM = 634.00: ` / ' I TOTAL= 24.33 ACS
0 _
:•. . ® ORIFICE SIZE (1) ) 2.5"
SPILLWAY =632.001. ,
:: •.•' ..• ..
: � ... INSTALL 220 LF ......._
RISER WEIR =631.50 t `q.• /
• :• ............... \ E �:.
SINGLE ROW SILT FENCE DRAINAGE AREA / '®:.-'' /®
/: �''...' .•
CLEANOUT 628.75 .® I
/'.•' . :' 3 ............ - (CONC. OUTLET TO 1
BOTTOM BASIN = 626.00 63Q_ ; ® INSTALL 261 LF
..
CONC. ,
634 • • . ' .
ME - 4 756 CF `°' w R _ SINGLE ROW SILT FENCE
REQ. VOLUME 5 : _1.
: :
.
........• ..
®,j ,0
ACT. VOLUME = 94 681 CF / :' •� , , r , ® , (STOCKPILE AREA)
133LF TEMPORARY DITCH #4
640'" Y -
CONC.OUTLET (TYP.),_ SPILLWAY LENGTH - 20 FT `^}'--- • '�.�-� '••: �
.. - --- "WITH HECK DAMS SPACED _ .
_ ,�: .
RISER = 5 X 5 I.D. PCS C .. \ .
AT 40 FT. INTERVALS \ STOCKPILE AREA
BARREL 68 LF 36 RCP @ 1.47% / TD r 3900 S . FT.
/' .. ............ Q
I :• .
.
.. \ !' .. 1
: :: :
& , 34LF 18 HDPE t : ..
�\\V� \�IN 344 LF : _� 6 J � ��
TEMP. SLOPE DRAIN TDD #3
SINGLE ROW SILT FENCEY ( ) ' �.::::y /� \ DRAINAGE AREA = 0.53 AC. : ' i� /
(END TO CONC. OUTLET) : ( `� : / %
. .\ t INV. IN = 634.00 . .
`. `•: - : -INV. T = 626.00 F � �"�
�. \ . ,
. :.::.
110U
' • CONC. OUTLET TYP. s : .. . /. ::; i - -- `�
\. / \�
\ ( ) .
:' ,
.�� \. ••% : . : 342LF TEMPORARY DITCH #2 ��6 l
RY IT # : /
369LF TEMPORA D CH 3 : - ; . WITH CHECK DAMS SPACED ___ "
: S : : : � i
WITH CHECK DAMS SPACED .• ; AT 100 FT. INTERVALS (TYP.) __ �..-•••• " &,� 30LF 18" HDPE
VAL TY : E I : / TEMPORARY CROSS PIPE TDD #1
AT 100 FT. INTER S ( P) _ / /
:.. ': . '. C. '•. `; : r ...... / DRAINAGE AREA = 0.37 AC
/ / )
\ ,. :.. *. ., . : : : f INV. IN = 673.50
•. .. . . .
1 I / /
...
c a t..... ... i I i i `T.Z I i �...: . _ ... •• �.j�' �. - -
1
:.\:. - :. :i: :.....
I I t 1 / . .-.........
:.. y
�: :`` : ': I ;:...:.: ' : �/ j i" QPD CONCRETE WASHOUT
- _ / / REFER TO DETAIL
::;
..
G
\:. \ `. .: `' X650 :. % / ,)9 "NI)
�"jNj)
.-....••'•-
N R
'. d LL LF .;: ;' �j X�� CONSTRUCTION
INSTA 133
.
.
,✓ /i . / N\\ IE ,I .
;SINGLE ROW SILT FENCE � / �` %ENTRANCE (TYP.)
..
(CONC. OUTLET TO ....I............ ................... -.: i__-----
:
CONC. OUTLET)
:`
t
- ��
`: ; I • CONC. OUTLET TYP. • • .��. --- --`'" '�• INSTALL 167 LF •. � o EXIST, EDGE OF
:: '- .1:1 :1 11: :...: : I: '• / SINGLE ROW SILT FENCE / PAVEMENT
: / #
E ; INSTALL 125LF INSTALL 209LF ; / (GONG. OUTLET TO END) �: % ' / . / // ACED 1
.-......... TEMPORARY D
' - SINGLE ROW SILT FENCE'•.•% 100 INT SSP
10TH CHECK
I
(CONC. OUTLET FENCE
-.... / /
(GONG. OUTLET TO """ SINGLE ROW SILT
TO
,:.• :`
,� AT FT. INTERVALS (TYP.)
CONC OUTLET)'., CONC.OUTLET) ::.'r- •; / /
,jam - •- . ••i / i
k • - CONC. OUTLET (TYP.) "" '""' CONC. OUTLET (TYP.) ;�� / _/
i- / //�
.. 1�-I
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.
VICINITY MAP - N.T.S.
GRAPHIC SCALE
100 2010
( IN FEET )
1 inch = 100 ft.
Engineer: •
1 & Associates,
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
I
www.rjoeharri's.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®
<°
° @ to
�.z SEAL ,W -fix
- > g SEAL
I. S C-4168 `r <T' 043341 zm
�-
.�
V ..
° T °* ''°®q�° °"'° o o -o�i p
I -111
Project Manager
Drawn
C. Bridges
R. Hamoud
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEV ,LOPS T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
i
project.
hisperin ills
Section B Phase 1 2 .
Drawing Title: I
Erosion Control
Initial Phase
Project No.
Drawing No.
2668
-
DWG File Name:
2668 -Erosion Sheets
I

i
LEGEND:
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98 LF SINGLE
ROW SILT FENCE `•,. `
ST L
• � i
(INSTALLED INITIAL PHASE) /
'J
l
t .
93 LF ....................... NGLE ..
ROW SILT FIENCE , `
T
IAL
I
............................
;.
197 LF SINGLE
(INSTALLED INITIAL PHASE) �
NOTE: �� \
/ > \ CONTRACTOR TO AQU IRE
J )
(O E :' ROW SILT FENCE .......
APPROVAL FROM NCDEQ
(INSTALLED IAL )
/ REMOVAL/TAKININSPECTOR G ROFF
INIT PHASE
•
l
\:
.•� LINE SKIMMER BASIN #2
CONC. OUTLET T P: ••'
( SKIMMER BASIN #2
\ \ ` DRAINAGE AREA = 4.94 AC.
_ 140 LF SINGLE
DENUDED AREA - 4.94 AC.
l \ TOP BERM = 654.00
ROW SILT FENCE
`•':': ': I _ (INSTALLED INITIAL PHASE)
. 1
... � SPILLWAY - 653.00 j
CLEANOUT = 651.00
• � •• •� I \ -- DRAINAGE AREA i
�'• : ; : : _
I .
277 LF SINGLE :` BOTTOM BASIN 649.00
4 CIF
STALLSPHASE)`. ACQT. VOLUME = 19,925 CF
•. •. - IAL•.
TT
:• ••. : : ':
SPILLWAY LENGTH = 12 F
ROW SILT FEN - � ••
`.. : \ : ( a
SKIMMER SIZE ( )
RIP RAP APRON - 3
(INSTALLED
1 J S
REFER TO TAIL l _
/ SIZE
E 1
q DETAILS
ORIFICES E (1) 2 5" •• �
\
I
-. :: \ •. `•. — 139 LF SINGLE c #zo9 fB DENUDED LIMITS'....
\:
INLETPROTECTION (T P.) Q ROW SILT FENCE co
... EXISTING 30 : .. • `.
\'•` �`. '• `; `• `•. :`
STREAM BUFFER I "' •: c9 UT INSTALLED INITIAL PHASE 1174 LF SINGLE
IV1 ( )
CONC � '':
1 .\ OUTLET
- ROW SILT FENCE
. • . \ ..•• : ;' � :` `• .•34LF�24" HDPE ----- --'� •' � � �
\ . - 2 36 :�
1 206LF TEMPORARY DITCH #5 ffs 9 (INSTALLED INITIAL PHASE)
EXISTING 20' SANITA Y.................INSTALLED INITIAL PHASE B#zo7 -
'•.,
E ......... /
• - � :SEWER EASEMENT .. ••
MP SLOPE DRAIN D
` STALLED INITIAL PHASE) "''• ( )
:\ I• ........: I CONC. OUTLET 34 LF SINGLE �.•'' .•:' i. ' :'\ �
..• ..• ; ., .. :.. ; ROW SILT FENCE ... •.. - •''� '� .... p ' `;,- •' \ �
,• ,. 93LF TEMPORARY DITCH #4 �, •••'.c6#215 -�` /
1
. : INSTALLED INITIAL PHASE .....:... ••••••. ,• � .• �6 � �.
\ ( ) • �•• I L2� ��'' g6 240 LF SINGLE
I ..P
�/ �' OW SILT FENCE
CB #205 CB #2 6
(I;3TALLEDINITA RASE) 1�
113 1• • roh� -
- \ � 269 LF SINGLE ••"'•� :' :�� � .•►�" 21
:•. ;; ; : ': E. ROW SILT FENCE CB #204
\ ;' 91 B pNSTALLED INITIAL PHASE}
:':'•:
RIP RAP APRON `
{
INSTALLED INITIAL P�1ASE
\ . ( ) / REFER TO DETAILS : CB #217 s \ /
:. \ , : •1 6B
w
108 LF SINGLE ..........
:'
! _
ROW SILT FENCE- .. • ; r. i- i i••" .'
F
0
3
1146 •� �
(INSTALLED INITIAL PHASE :: • . ; •.....:.... '••. .....•• - •. O.•. '••.: ..... ..
) , • ,. : : :• . .. _- •....... � .• .. .• •.• •.•, . ..'� '" •-c6 9201
l #126 •.
1
21
l�-
1
B'
c6 #a o 1 ..:.......: - ':. �. �-------- '. , : 2:.... - \ : • • -
f CONC. OUTLET :: .- ' Tp / 28 /
CB#134 1413 / \ $B cB #1
t0 B -
2
' CB #127 _
,t 115 '••. V �
-:ate '
SEDIMENT BASIN #1. : : ............... 0 1 - -=- v
DRAINAGE AREA= 15.21 AC. : ......... -.... cfl.
.2346 '•
TD ty8 #133 2336 •
DENUDED ARE - 1 .94 AC. •'•: -
13
A 3
2256 2326 ,�celis
-
TOP BERM - 634.00
SPILLWAY = 632.00 :• : ; ...
�. / ` c6#I40
,,---� •' ...B.#1z2� ;••'�. 2308 � �• .�
" : ' CB #1 1
RISER WEIR -631.50 /•.: b
- \ 2 9B 2
CLEANOUT - 628.75 0�:
\. 2 B
63 �. INLET •YP
2646 `-
N ROTECTION T
_ :� .� : � : � /' .: •' ,.•••' .••'' � '_634.`..- -•-_- • .. ...../ O• •..... .... :' -' `,;� ... INLET PROTECTION. (TYP.) �:-o ,•r. - ( )
BOTTOM BASIN = 626.00 ' 2286
REQ. VOLUME= 54,756 CF /' •' :CB#119 1 i /
�,✓,..... ,j •ioz-
ACT. VOLUME - 94 681 CF �-
.,� l ,• �• 2g ,..•• ; 211.13
SPILLWAY \
m
SPILLWAY LENGTH = 20 FT / :`.` :' :` fid........• : 2�
.•'
RISER_ ' X 5' LD. -PCS
5
BARREL = 68 LF 36 @ /o RCP 1.47 m1 6 2108
650` — 2 CB#109 1; 0 • •�- . 3 9 � \ J
. ;�• � ;�• � 1878 � •- � � a: s � 2
` ; •, ��; i 1 r ; ` j � :i •:i �•• � .• �, , I i c8#tos is O , ,e�+ •'; ,.
376
\ 344 LF SINGLE ` �� 186$.. .1. 5B 1846••:• Y
$......:. 1836 • 0 23 Q 2086 ` ..•.
\v ROW SILT FENCE: \ r �� GB#
2126 :' •• �/.
INSTALLED INITIAL P11ASE
'.. i
.206 :`
• CB # 03
1
U` -CB #104 `.
B
• •�, � , 20513
J
y
J
........... .. � :.(�; •. •. •. •. '. � I � — :. — CB #106 •i ........ �-
• ••. \. :. � • ::• .• .. •• — _ 2036 1 ......... .. .,--,-
•.. :... • :. � ''. '::: ...-� •� ...: , moo' .....
\\'•. �. I 0 ' UCB
.• CB #13 ; • y : ' 226 /
- - •• \ CB #131'.: DRAINAGE AREA
..\:' .� '•. •..... : : : :� #132 B #135 2Q1B /" �'� LIMITS OF DISTURBANCE
B
&A...
'• `:` `: `'• `' ' .' `'• '' : ' ` — — — - 2008 % TOTAL= 24.33 AC±
..
r
l _ fir- .. ••._• ..y .............. .- '...` � ••-�:'�.---�"...... •�
CONC. OUTLET :: : '. : 1926 1938. 1946 195B... .1968.
. 1 1976,.; � ROPD
�.
:.:. :,''
....1.90 1916 RE T
B ... :`.......... % N CONCRETE WASHOUT
135 LF SINGLE �✓ �� ' ® T ''O 1dcj� ' 6�
{{
ROW SILTFENCE .:........... L� .......... —I ..........'��X
:-�
(INSTALLED INITIAL PHASE) ; : �� CONSTRUCTION
ENTRANCE
....-..:� :.650 ..:�... .... ••• • • •.� ;• � ,�• ..� ,••.......:,::• !''
CONC. OUTLET ... .. .
':
r
1 i —/ 167 LF SINGLE 1 ,�
:.:I :, 1�'• : �: ; . moi/ i OF
.... /� - PAVEMENT
126 LF SINGLE 935LF TEMPORARY DITCH
(INSTALLED INITIAL PHASE) 1
OW SILT FENCE
• (INSTALLED INITIAL PHASE) �� ;:.:...j'
ROW SILT FENCE'., .. •...............
CONC. OUTLET
:......
.. ,
EM
(INSTALLED INITIAL PHASE) .......................... .
I'. 208 LF SINGLE CONC. OUTLET
ROW SILT FENCE
(INSTALLED INITIAL PHASE)
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.
VICINITY MAP - N.T.S.
>)AT E ISSUED FOR
2/2/2018 initial Submittal to City of Locust & NCDEQ
111-1- 1-- "I'111.11 -I'll,",.-,,',
R. o. Harris & Assodates,
127 Sen Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjoeharris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, proper er and ro 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
®fie°o.oo
® 8M SEAL "'� -AL z>
a C-4168i-ela �%' ®°rte'. 043341 z°
.�. t �Ll
AZT
�®®,•J`J'�Q° .t•.\P
'0 �'4//S(C ASSN.```
�/JIIIIU®®0®® ` � ®�®1IA11116190r®�
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Piot Date
February 2, 2018
Client
DEPENDABLE DEV LO E -r
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Pr of (r t:
Whispering mills
Section Phase 1 8A 2
Drawing Title:
Erosion Control
Final Phase
Project No. Drawing Nati
2668
DWG File Name:
2668 -Erosion Sheets
LIMITS OF DISTURBANCE
® TREE PROTECTION FENCING
PROPOSED SILT FENCE
is PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
_ x—x
I l PROPOSED INLET PROTECTION
x—x
To PROPOSED TEMPORARY DITCH
PROPOSED STOCK PILE
PROPOSED RIP RAP
'`✓!/\/`�- PROPOSED BAFFLES
rr
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98 LF SINGLE
ROW SILT FENCE `•,. `
ST L
• � i
(INSTALLED INITIAL PHASE) /
'J
l
t .
93 LF ....................... NGLE ..
ROW SILT FIENCE , `
T
IAL
I
............................
;.
197 LF SINGLE
(INSTALLED INITIAL PHASE) �
NOTE: �� \
/ > \ CONTRACTOR TO AQU IRE
J )
(O E :' ROW SILT FENCE .......
APPROVAL FROM NCDEQ
(INSTALLED IAL )
/ REMOVAL/TAKININSPECTOR G ROFF
INIT PHASE
•
l
\:
.•� LINE SKIMMER BASIN #2
CONC. OUTLET T P: ••'
( SKIMMER BASIN #2
\ \ ` DRAINAGE AREA = 4.94 AC.
_ 140 LF SINGLE
DENUDED AREA - 4.94 AC.
l \ TOP BERM = 654.00
ROW SILT FENCE
`•':': ': I _ (INSTALLED INITIAL PHASE)
. 1
... � SPILLWAY - 653.00 j
CLEANOUT = 651.00
• � •• •� I \ -- DRAINAGE AREA i
�'• : ; : : _
I .
277 LF SINGLE :` BOTTOM BASIN 649.00
4 CIF
STALLSPHASE)`. ACQT. VOLUME = 19,925 CF
•. •. - IAL•.
TT
:• ••. : : ':
SPILLWAY LENGTH = 12 F
ROW SILT FEN - � ••
`.. : \ : ( a
SKIMMER SIZE ( )
RIP RAP APRON - 3
(INSTALLED
1 J S
REFER TO TAIL l _
/ SIZE
E 1
q DETAILS
ORIFICES E (1) 2 5" •• �
\
I
-. :: \ •. `•. — 139 LF SINGLE c #zo9 fB DENUDED LIMITS'....
\:
INLETPROTECTION (T P.) Q ROW SILT FENCE co
... EXISTING 30 : .. • `.
\'•` �`. '• `; `• `•. :`
STREAM BUFFER I "' •: c9 UT INSTALLED INITIAL PHASE 1174 LF SINGLE
IV1 ( )
CONC � '':
1 .\ OUTLET
- ROW SILT FENCE
. • . \ ..•• : ;' � :` `• .•34LF�24" HDPE ----- --'� •' � � �
\ . - 2 36 :�
1 206LF TEMPORARY DITCH #5 ffs 9 (INSTALLED INITIAL PHASE)
EXISTING 20' SANITA Y.................INSTALLED INITIAL PHASE B#zo7 -
'•.,
E ......... /
• - � :SEWER EASEMENT .. ••
MP SLOPE DRAIN D
` STALLED INITIAL PHASE) "''• ( )
:\ I• ........: I CONC. OUTLET 34 LF SINGLE �.•'' .•:' i. ' :'\ �
..• ..• ; ., .. :.. ; ROW SILT FENCE ... •.. - •''� '� .... p ' `;,- •' \ �
,• ,. 93LF TEMPORARY DITCH #4 �, •••'.c6#215 -�` /
1
. : INSTALLED INITIAL PHASE .....:... ••••••. ,• � .• �6 � �.
\ ( ) • �•• I L2� ��'' g6 240 LF SINGLE
I ..P
�/ �' OW SILT FENCE
CB #205 CB #2 6
(I;3TALLEDINITA RASE) 1�
113 1• • roh� -
- \ � 269 LF SINGLE ••"'•� :' :�� � .•►�" 21
:•. ;; ; : ': E. ROW SILT FENCE CB #204
\ ;' 91 B pNSTALLED INITIAL PHASE}
:':'•:
RIP RAP APRON `
{
INSTALLED INITIAL P�1ASE
\ . ( ) / REFER TO DETAILS : CB #217 s \ /
:. \ , : •1 6B
w
108 LF SINGLE ..........
:'
! _
ROW SILT FENCE- .. • ; r. i- i i••" .'
F
0
3
1146 •� �
(INSTALLED INITIAL PHASE :: • . ; •.....:.... '••. .....•• - •. O.•. '••.: ..... ..
) , • ,. : : :• . .. _- •....... � .• .. .• •.• •.•, . ..'� '" •-c6 9201
l #126 •.
1
21
l�-
1
B'
c6 #a o 1 ..:.......: - ':. �. �-------- '. , : 2:.... - \ : • • -
f CONC. OUTLET :: .- ' Tp / 28 /
CB#134 1413 / \ $B cB #1
t0 B -
2
' CB #127 _
,t 115 '••. V �
-:ate '
SEDIMENT BASIN #1. : : ............... 0 1 - -=- v
DRAINAGE AREA= 15.21 AC. : ......... -.... cfl.
.2346 '•
TD ty8 #133 2336 •
DENUDED ARE - 1 .94 AC. •'•: -
13
A 3
2256 2326 ,�celis
-
TOP BERM - 634.00
SPILLWAY = 632.00 :• : ; ...
�. / ` c6#I40
,,---� •' ...B.#1z2� ;••'�. 2308 � �• .�
" : ' CB #1 1
RISER WEIR -631.50 /•.: b
- \ 2 9B 2
CLEANOUT - 628.75 0�:
\. 2 B
63 �. INLET •YP
2646 `-
N ROTECTION T
_ :� .� : � : � /' .: •' ,.•••' .••'' � '_634.`..- -•-_- • .. ...../ O• •..... .... :' -' `,;� ... INLET PROTECTION. (TYP.) �:-o ,•r. - ( )
BOTTOM BASIN = 626.00 ' 2286
REQ. VOLUME= 54,756 CF /' •' :CB#119 1 i /
�,✓,..... ,j •ioz-
ACT. VOLUME - 94 681 CF �-
.,� l ,• �• 2g ,..•• ; 211.13
SPILLWAY \
m
SPILLWAY LENGTH = 20 FT / :`.` :' :` fid........• : 2�
.•'
RISER_ ' X 5' LD. -PCS
5
BARREL = 68 LF 36 @ /o RCP 1.47 m1 6 2108
650` — 2 CB#109 1; 0 • •�- . 3 9 � \ J
. ;�• � ;�• � 1878 � •- � � a: s � 2
` ; •, ��; i 1 r ; ` j � :i •:i �•• � .• �, , I i c8#tos is O , ,e�+ •'; ,.
376
\ 344 LF SINGLE ` �� 186$.. .1. 5B 1846••:• Y
$......:. 1836 • 0 23 Q 2086 ` ..•.
\v ROW SILT FENCE: \ r �� GB#
2126 :' •• �/.
INSTALLED INITIAL P11ASE
'.. i
.206 :`
• CB # 03
1
U` -CB #104 `.
B
• •�, � , 20513
J
y
J
........... .. � :.(�; •. •. •. •. '. � I � — :. — CB #106 •i ........ �-
• ••. \. :. � • ::• .• .. •• — _ 2036 1 ......... .. .,--,-
•.. :... • :. � ''. '::: ...-� •� ...: , moo' .....
\\'•. �. I 0 ' UCB
.• CB #13 ; • y : ' 226 /
- - •• \ CB #131'.: DRAINAGE AREA
..\:' .� '•. •..... : : : :� #132 B #135 2Q1B /" �'� LIMITS OF DISTURBANCE
B
&A...
'• `:` `: `'• `' ' .' `'• '' : ' ` — — — - 2008 % TOTAL= 24.33 AC±
..
r
l _ fir- .. ••._• ..y .............. .- '...` � ••-�:'�.---�"...... •�
CONC. OUTLET :: : '. : 1926 1938. 1946 195B... .1968.
. 1 1976,.; � ROPD
�.
:.:. :,''
....1.90 1916 RE T
B ... :`.......... % N CONCRETE WASHOUT
135 LF SINGLE �✓ �� ' ® T ''O 1dcj� ' 6�
{{
ROW SILTFENCE .:........... L� .......... —I ..........'��X
:-�
(INSTALLED INITIAL PHASE) ; : �� CONSTRUCTION
ENTRANCE
....-..:� :.650 ..:�... .... ••• • • •.� ;• � ,�• ..� ,••.......:,::• !''
CONC. OUTLET ... .. .
':
r
1 i —/ 167 LF SINGLE 1 ,�
:.:I :, 1�'• : �: ; . moi/ i OF
.... /� - PAVEMENT
126 LF SINGLE 935LF TEMPORARY DITCH
(INSTALLED INITIAL PHASE) 1
OW SILT FENCE
• (INSTALLED INITIAL PHASE) �� ;:.:...j'
ROW SILT FENCE'., .. •...............
CONC. OUTLET
:......
.. ,
EM
(INSTALLED INITIAL PHASE) .......................... .
I'. 208 LF SINGLE CONC. OUTLET
ROW SILT FENCE
(INSTALLED INITIAL PHASE)
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.
VICINITY MAP - N.T.S.
>)AT E ISSUED FOR
2/2/2018 initial Submittal to City of Locust & NCDEQ
111-1- 1-- "I'111.11 -I'll,",.-,,',
R. o. Harris & Assodates,
127 Sen Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjoeharris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, proper er and ro 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
®fie°o.oo
® 8M SEAL "'� -AL z>
a C-4168i-ela �%' ®°rte'. 043341 z°
.�. t �Ll
AZT
�®®,•J`J'�Q° .t•.\P
'0 �'4//S(C ASSN.```
�/JIIIIU®®0®® ` � ®�®1IA11116190r®�
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Piot Date
February 2, 2018
Client
DEPENDABLE DEV LO E -r
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Pr of (r t:
Whispering mills
Section Phase 1 8A 2
Drawing Title:
Erosion Control
Final Phase
Project No. Drawing Nati
2668
DWG File Name:
2668 -Erosion Sheets

CATCH BASI
DEFLECTOR
)UTLET
SECTION INSTALLATION
CA CIA BASIL ® 1.1 LE R TE IO.l1 ®
(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).
PLACE STONE OVER
1. -FT.IN. CHANNEL BANKS
CLASS B RIP -RAP
2 -FT. MAX. OVERFLOW TOP OF
AT CE TER____[ WEIR BANK
0.75 -FT. MIN
A_ A _ A _ A _ A _ A K
STEEL POST
WIRE FENCING
WOVEN FILTER FABRIC --- 1
R' MAX
M - -
r
N -
00
CONCENTRA TION OUTLETS - SILT FENCE
-STEEL POST
WIRE FENCING
OQ�
-STEEL POST
WIRE FENCING
-CLASS I RIP RAP
#5 WASHED STONE
OQ
6 \
LENGTH AS NECESSARY
TO GO THRU DIKE
PIPE RIP RAP & WASHED STONE
1' MIN. J -
( FILTER BERM
SEDIMENT PIT SEDIMENT PIT
1 2 / 1' MIN.
H=D+12"
FLEXIBLE PIPE -
1 ,
STAKE w, i ,� ' •� ,� .
TIE DOWN AT END
4' (MIN) -
DIAMETER (D)
PROFILE
STAKES'
rrw.-r p
RIP -RAP APR , ,� EARTH DIKE
+ AT LESS THAN 19 SLOPE j j' , ;' w ag
EXTEND TO EDGE OF DISTURBANCE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
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
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
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.
TEMPORAR Y SILTITCH IVE SION ITC
WITHOUT SPECIFIED -LINING
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEQ AND/OR LOCAL REVIEW AUTHORITY.
2. SET AN ON-SITE PRECONSTRUC77ON CONFERENCE WITH NC DEQ EROSION CONTROL INSPECTOR. PRECONS7RUC710N CONFERENCE SHALL
BE USED TO CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUC77ON THAT MUST BE ADDRESSED PRIOR TO BEGINNING
GRADING AC7TVITIES.
J. INSTALL CONS7RUCT7ON ENTRANCE, SILT FENCE, SEDIMENT BASINS, SKIMMER BASINS, AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE
INITIAL PHASE EROSION AND SEDIMENT CONTROL PLAN, CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED
EROSION CONTROL DEVICES. NOTIFY THE ENGINEER AND/OR NC DEQ INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND
UPON SA77SFACTORY 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 77MES 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 CON7RACTOR SHALL DILIGENTLY AND CONTINUOUSLY 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
7. SITE SHALL BE STABILIZED AS AREAS ARE BROUGHT TO FINAL GRADE.
8. 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 INSPECT70N 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 AC77VI77ES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A
SELF-INSPECT70N REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTA7ON 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 FXIS77NG GROUND COVER.
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
-INSTALLATION OF STORMWATER RETEN77ON MEASURES.
-QUARTERLY UN77L THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED,
10. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETA77VE COVER
AND/OR OTHER DEVICES (PAVEMENT, STONE, ETC...). AFTER FINAL SITE REVIEW, INDIVIDUAL MEASURES MAY BE REMOVED UPON
APPROVAL BY THE ENGINEER AND/OR NC DEQ EROSION CONTROL INSPECTOR,
DATE ISSUED FOR REV
212/2018 Initial Submittal to City of Locust & NCDEO 0
TOP OF BANK--\
1.5 -FT.
C LASS B
RIP -RAP
STEEL POST -� 8' MAX.
STEEL POST
L = THE DISTANCE SUCH THAT POINTS
T
A & B ARE OF EQUAL ELEVATION
d d
d
d
WIRE FENCING
__ _ _
__
WIRE FENCING
12" of NCDOT #5
OR #57-��-
-
- ---
WASHED STONE
2
2
FILTER FABRIC
LL
FLOW
d d
1
d
d
d
1
2 -FT. MAX.
WOVEN FILTER FABRIC
A L B
AT CENTER
o¢
oe�
d
d
d
d
2 1 2 21
1
=
I:IIIIIIIIIIIIIIIIIIIII
i _
- - '1
IIIIIIIIIIIIIIIIIIIII 9 III= 11111111111111111111111111111
1 111111111111111111
Illlllllllllila
1
1
0.5 -FT.
N
EE =1_
IIII 1 I III I I
I�I-III=-I-T= 11 Ih=T-I�--II�
I=111=1 1==1 11=1Zi L I:, I i 1=1
I I-IT_I-1 I I_1Tf=ITJ-Ti1=
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ANCHOR SKIRT 6" MINIMUM
1- FT. SUMP
AREA WHERE
1
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III -_I I (I I II I I I I ILI I I lTl 1 1=III
X111-1 i'
R I
SEDIMENT IS
-n
TRAPPED
LENGTH
AS REQUIRED IN FIELD
GENERAL NOTES
MAINTENANCE NOTES:
TO KEY
INTO SIDE OF SLOPES
FILTER CLOTH
OF DITCH (4 '
TO 6 TYP.)
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
NOTE:
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
ROCK CHECK TO BE REMOVED
FILTER CLOTH
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
BY GRADING CONTRACTOR AFTER
FOR A PERIOD OF MORE THAN 30 DAYS.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
CONSTRUCTION IS COMPLETE AND
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
GRASSING IS ESTABLISHED
FABRIC SHALL BE REPLACED PROMPTLY.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
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.
SPACING BETWEEN DITCH CHECK
TYPICAL DITCH CHECK SECTION
TEMPORAR Y SILT FENCE
LENGTH AS NECESSARY
TO GO THRU DIKE
PIPE RIP RAP & WASHED STONE
1' MIN. J -
( FILTER BERM
SEDIMENT PIT SEDIMENT PIT
1 2 / 1' MIN.
H=D+12"
FLEXIBLE PIPE -
1 ,
STAKE w, i ,� ' •� ,� .
TIE DOWN AT END
4' (MIN) -
DIAMETER (D)
PROFILE
STAKES'
rrw.-r p
RIP -RAP APR , ,� EARTH DIKE
+ AT LESS THAN 19 SLOPE j j' , ;' w ag
EXTEND TO EDGE OF DISTURBANCE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
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
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
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.
TEMPORAR Y SILTITCH IVE SION ITC
WITHOUT SPECIFIED -LINING
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEQ AND/OR LOCAL REVIEW AUTHORITY.
2. SET AN ON-SITE PRECONSTRUC77ON CONFERENCE WITH NC DEQ EROSION CONTROL INSPECTOR. PRECONS7RUC710N CONFERENCE SHALL
BE USED TO CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUC77ON THAT MUST BE ADDRESSED PRIOR TO BEGINNING
GRADING AC7TVITIES.
J. INSTALL CONS7RUCT7ON ENTRANCE, SILT FENCE, SEDIMENT BASINS, SKIMMER BASINS, AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE
INITIAL PHASE EROSION AND SEDIMENT CONTROL PLAN, CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED
EROSION CONTROL DEVICES. NOTIFY THE ENGINEER AND/OR NC DEQ INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND
UPON SA77SFACTORY 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 77MES 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 CON7RACTOR SHALL DILIGENTLY AND CONTINUOUSLY 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
7. SITE SHALL BE STABILIZED AS AREAS ARE BROUGHT TO FINAL GRADE.
8. 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 INSPECT70N 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 AC77VI77ES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A
SELF-INSPECT70N REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTA7ON 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 FXIS77NG GROUND COVER.
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
-INSTALLATION OF STORMWATER RETEN77ON MEASURES.
-QUARTERLY UN77L THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED,
10. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETA77VE COVER
AND/OR OTHER DEVICES (PAVEMENT, STONE, ETC...). AFTER FINAL SITE REVIEW, INDIVIDUAL MEASURES MAY BE REMOVED UPON
APPROVAL BY THE ENGINEER AND/OR NC DEQ EROSION CONTROL INSPECTOR,
DATE ISSUED FOR REV
212/2018 Initial Submittal to City of Locust & NCDEO 0
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
®®®►u a +' a � p® ®®®®►►►► u u i'si�sr
CARO n\Y\ CARO ®''®
ES$;,'-
® . M SEALEAL zg
®�C- 4168 o .2 r' r'i� �i~ 043341 zo
o
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client DEPENDABLE V L PMEN-r
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Pr' P��_,is
Whispering ills
Section B Phase 1
Dralivin Title:
Erosion Control
Mails
Project No. Drawing No, �-
2668
DWG File Name:
2668 -Erosion Sheets
III
Mow what's below.
lVaiXi One -Call Center
o y
Oy you
¢i '�® °
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying . Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®®®►u a +' a � p® ®®®®►►►► u u i'si�sr
CARO n\Y\ CARO ®''®
ES$;,'-
® . M SEALEAL zg
®�C- 4168 o .2 r' r'i� �i~ 043341 zo
o
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client DEPENDABLE V L PMEN-r
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Pr' P��_,is
Whispering ills
Section B Phase 1
Dralivin Title:
Erosion Control
Mails
Project No. Drawing No, �-
2668
DWG File Name:
2668 -Erosion Sheets

100' MIN.
PUBLIC STREETMW
o
NOTES: sF�� RR
EXISTING GROUND ° z1 110 po 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON SUPPORT F O SAGGING IRE
s
SOIL STABILIZATION FABRIC TO BE DESIGNED BY THE ENGINEER.
UNDER 2-3" COURSE AGGREGATE 2. REFER TO THE DEQ STORM WATER DESIGN MANUAL FOR
OR RAILROAD BALLAST RIPRAP APRON DESIGN STANDARDS.
TOP OF BAFFLE SHOULD BE 6"
3. RIPRAP SHOULD EXTEND UP BOTH SIDES -OF THE APRON AND AROUND THE END HIGHER THAN THE BOTTOM OF
100' MIN. OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF THE SPILLWAY
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
W SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
n, SAME GRADE: (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL, THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END,
700 G/M^2 COIR MESH
z V) 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM OR EQUIVALENT STAPLED
t'. U WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 �, OR TRENCHED INTO
_ �Z BOTTOM OR SIDES
N J 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
M
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING BAFFLE INSTALLATION -STEP
CHANNEL SHALL NOT BE ALLOWED. 8 B BAFFLE INSTALLATION -STEP 2
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
SHOULD BE CONSTRUCTED 1F POSSIBLE. BAFFLE (TYP.)
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC I w
NOTES: WILL BE NECESSARY UNDER RIP RAP. I- -� I EARTHEN BERM
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
NATURAL GRADE
1. A STABILIZED ENTRANCE PAD OF 2-3" COURSE AGGREGATE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE MUST BE STABILIZED. W
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET,
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6' M RIP RAP
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. "SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP H
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT WITH FABRIC. GSE
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. NOTES
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. OUTLET L W DEPTH STONE SIZE NOTE: LAYER OF FILTER FABRIC 1. DRIVE STEEL FENCE POST AT LEAST 24" INTO
30" RCP 16.00' 18.50' 1.12' 0.50' MINIMUM H=2/3 PIPE DIAMETER p SOLID GROUND
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 36 RCP 20.00' 23.00' 1.35' 0.60' 2. WOOD POSTS ARE NOT ACCEPTABLE
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN 36" RCP POND DISCHARGE 21.00' 24.00' 2.70' 1.20' SECTION B_ B
p p p 3. BAFFLE SPACED AS PER PLAN
APPROVED SEDIMENT BASIN.
CLASS I RIP -RAP 4. BAFFLES SHALL BE INSTALLED PER NC EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
SEDIMENT TRAP MANUAL, BAFFLES.
STABILIZED CONS T.". DICTION ENTRANCE RIP -RAP R ONS; T PIPE OUTLETS OR BASIN
PERSPECTIVE VIEW
BAFFLE INSTALLATION
B J- ES
WATER ENTRY UNITWATER ENTRY UNIT
WITH TRASH SCREEN GENERAL NOTES: WITH TRASH SCREEN GENERAL NOTES: LENGTH AS NECESSARY
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE TO GO THRU DIKE
PIPE. PIPE. SEDIMENT PIT
2, PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN RIP RAP & WASHED STONE NOT REQUIRED IF BASIN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD FILTER BERM IS LOCATED DOWNSTREAM
CONDITIONS WARRANT A CHANGE. I f CONDITIONS WARRANT A CHANGE. 4' MOMMINOF PIPE OUTLET.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. I 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. PIPE VOLUME PER CLDS 30.12
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION �I ( )
INSTALLED.
ORIFICE OPENING INSIDE THE INSTALLED. ORIFICE OPENING INSIDE THE
5. EROSION PROTECTION MUST BE INSTALLED. ALONG THE EMBANKMENT AND AT THE 5. EROSION PROTECTION MUST BE INSTALLED ALONG. THE EMBANKMENT AND AT THE 1.5' MIN. 2 � SEDIMENT PIT
CONST,
ONST NTAL TUBE WITH AANT HYDRAULIC HEAD PIPE. DISCHARGE END OF THE CONSTANT HYDRAULIC HEAD ORIZONTAL TUBE WITH A DISCHARGE END OF THE PIPE: 1Ia
6. INSPECT SYSTEM REGULARLY. TO ENSURE IT IS FUNCTIONING IN A CORRECT 6: INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
FLEXIBLE PIPE
MANNER. MANNER. Af
,
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT"
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. TIE DOWN 10' MAX. SPACING
*
SCHEDULE 40 PVC PIPE SCHEDULE 40 PVC PIPE
ARTHEN EMBANKMENT TIE DOWN. AT END
(BARREL OR ARM) (BARREL OR ARM) ,-�
MAXIMUM HEIGHT OF FLOAT WHEN NO
OTHER STORM WATER DISCHARGE *
MERGENCY SPILLWAY � � A
OPENINGS EXIST 4' (MIN)
LEXIBLE HOSE ARTHEN EMBANKMENT LEXIBLE HOSE a +
(MAJOR STORM EVENT) DIAMETER (D)
FLOAT MERGENCY SPILLWAYFLOAT
PVC VENT PROFILE
PIPE INVERT OF LOWEST STORM PVC VENT ° a a ��
=1I1 D GRATE WATER DISCHARGE OPENING PIPE
c STAKES'
TOP VIEW 111=1� TOP VIEW - -(-II 11 (MINOR STORM EVENT) _ a a
SCHEDULE 40 PVC PIPE LUAT LOAT _ � � � �
a
=I I_� (BARREL OR ARM) I RIP -RAP AP
FLEXIBLE HOSE MUST BE EARTH DIKE
' A
11= I SECURELY FASTENED TO * AT LESS THAN 1% SLOPE
VC VENT PIPE _ VC VENT PIPE STORM WATER THE WATER QUALITY s
FLEXIBLE HOSE DISCHARGE DISCa
III=�-III=I I HARGE OPENING
I OPENING r a
11V7- - EXTEND TO EDGE OF DISTURBANCE "�
POTENTIAL FOR PIPING CAN OUTLET PIPE - -
OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR. LEXIBLE HOSE
L = 1.4 X DEPTH
L = 1.4 x DEPTH I TO THE OVERFLOW CONSTRUCTION SPECIFICATIONS.
TO THE OVERFLOW I � MINIMUM LENGTH APPLIES
WATER ENTRY UNIT I MINIMUM LENGTH APPLES WATER ENTRY UNIT I I SCHEDULE 40 PVC PIPE 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
(BARREL OR ARM) DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO TH.E TOP OF
-I I HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE:
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO - - - _ = END VIEW SIDE VIEW MAINTAIN DEPRESSION TO =
DISCHARGE PIPE MINIMIZE CHANCE OF MINIMIZE CHANCE of 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK (NO SCALE) SKIMMER BECOMING STUCK BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
DRAWN BY T. R. EVANS 10/10 DRAWN BY T. R. EVANS 10/10 PARTY OR HIS AGENT,
J. W. FAIRCLOTH & SON INC. ® J. W. FAIRCLOTH & SON INC. 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
® WWW.FAIRCLOTHSKIMMER.COM FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH OUTLET WWW.FAIRCLOTHSKIMMER.COM
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT TELEPHONE: [phone] TELEPHONE: (919)732 - EMPTYING INTO A DISTURBED AREA. .1244 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
EMAIL: WARRENOFAIRCLOTHSKMMER.COM 732-1266 STRUCTURE EMAIL: WARRENOFAI732-1266
RCLOTHSKMMER.COM TAKING .CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
FLEXIBLE PIPE SLOPE DRAIN
NOT TO SCALE
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED.
TOP OF BERM WIDTH 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, NOTES:
MIN 10'
( ) I
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL.- THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
TOP OF DAM M O
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS: IN THE EVENT SPILLWAYS ARE CUT IN FILL, SPILLWAY SHALL BE 1. REFER TO
SPILLWAY CREST L) FOR LENGTH SPILLWAY DESIGN HIGH-WATER 1' FREEBOARD LINED WITH FABRIC & 12" MIN, DEPTH OF RIP RAP OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER. NCESCPDM
3. SEDIMENT SHALL BE REMOVED AND TRAP 'RESTORED TO ITS .ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DRAINAGE SECTION #6.64
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. AREA < 10 AC. EMBANKMENT FOR ADDITIONAL
LENGTH DESIGN
REMOVABLE TRASH RACK IS OPTIONAL 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. (ACRES) SPECIFICATIONS
FOR EASE IN MAINTENANCE.
1' MIN. 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED, REGARDING
DEWATERING MIN. SKIMMER SEDIMENT
SKIMMER 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. LENGTH TO 2:1 INFLOWBASINS.
SEE DETAIL TRASH RACK 2 3 WIDTH RATIO 10'
RISER CREST ( ) AND STABILIZATION. MIN. 7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL A
- 1 [- � 2. REFER TO STD.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM #30.19 FOR
H PRECAST CONCRETE RISER STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND MAX. BAFFLE SPACING
Y SEDIMENT ARE ON OPPOSITE. ENDS ON THE LONGER BASIN DIMENSIONS. LENGTH TO 6:1 AND INSTALLATION
SEDIMENT CLEAN 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN WIDTH RATIO
OUT ELEVATION RIP -RAP APRON DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. SKIMMER 3, SKIMMER INVERT
Z RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. MIN. 1800 AVERAGE = AREA* DEWATERING ELEVATION
10. THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL). VOLUME (CU. FT. WIDTH LENGTH DEVICE BASIN BOTTOM +
REQUIRED PER AC. EMERGENCY 1' MIN.
CLEAN OUT DISCHARGE PIPE' (BARREL) 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES DISTURBED) *AREA OF BASIN WATER SPILLWAY
STAKE -
Z�2 SHOULD BE PROVIDED IN THE BASIN REGARDLESS OF THE DIMENSIONS TO IMPEDE FLOW. SURFACE AT TOP OF PRIMARY 4. H = SPILLWAY
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED 325 SPILLWAY L ELEVATION -
SKIMMER INVERT
BOTTOM OF BASIN SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. SURFACE (SQ. FT. ELEVATION
e a 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. REAREA RED PER CFS
D 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, Q10) CROSS-SECTION VIEW BAFFLES
!d / HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 1' FREEBOARD W=5' MIN, ANTI -SEEP COLLARS J EMBANKMENT
CONC. ANCHOR 15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. 6" MAX. DEPTH OF FLOW
SIZE, QTY. AND SPACING VARIES OVER EMERGENCY SPILLWAY
S 16: THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT .FENCE MAY BE REMOVED IF PERMISSION INFLOW BAFFLES � T=1.5' MIN.
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN _
ESTABLISHED. Z=5' MAX..
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
I� -
SEDIMENT BASIN �`1 T�ITLI SKIMMER I CHANNEL OR WATER COURSE WHER 50' OF BUFFER IS NOT PROVIDED, DEWATERING - H=2' MI -.
ZONE EMERGENCY
SPILLWAY
NOT TO SCALE
7�� �+ �+ BASINS
�r FILTER FABRIC CLEANOUT SKIMMER' ARM
GENERAL NO TTE,I 9 - SEDIMENT d..►1�s.�INS DEPTH 1' SEDIMENT LENkT1 5 ANTI -SEEP
(H/2) STORAGE COLLAR
DATA BLOCK (MW. 5')
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKIMMER
AREA AREA Qio REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE
DATA A D���+� (ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (Sq FT.) (SQ FT.) H/2 DIAMETER DWMETER
1 A AJ #2 Initial 4.94 4.94 2.85 17,784 17,933 4461 58574 2 ft. 2.5 ft. 4 ft. 12 ft. 1.5 ft. 5 ft. 3.00" 2.50"
#2 Final 4.94 4.94 2.85 17,784 17,933 4461 58574 2 ft. 2.5 ft. 4 ft. 12 ft. 1.5 ft. 5 ft. 3.00" 2.50"
Outlet Riser Barrel Barrel D S Y H Z L Sediment Storage Sediment Storage Surface Area Surface Area Drainage Denuded Riser Crest Top of Dam Bottom of Dam Barrel Barrel Inv. Spillway "Q" 10 Orifice Size Skimmer
Diameter Diameter Slope Required Provided Required Provided Area Area Elevation Elevation Elevation Length In and Out Depth cfs and Inv. In Size
Basin #1 Initial 5'X5' I.D. 36" 1.477. 1' 6' 8' 6' 5.5' 20' 54,756 CF 94,681 CF 9,193 SF 23,215 SF 15.21 AC 13.94 AC 631.50
634.00. 626.00 68 626.00-625.00 1.5 6.20 4.5"-626 5"
��j�'��.{'� BASIN�®.
Basin #1 Final 5'X5' I.D. 36" 1.47% 1' 6' 8' 6' 5.5' 20' 42,336 CF 94,681 CIF 9,193 SIF 23,215 SIF 11,76 AC 11.76 AC 631.50 634.00 626.00 68' 626.00-625.00 1.5' 6.20 12.0"-626 N/A
NOT TO SCALE
*ALL SEDIMENT AND SKIMMER BASINS MUST BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
Engineer:
11. Joe 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 Segal
`,®111111 UIl/',
CA``11/111111//�O�I
R ' CAR4114.
q♦`®yam°°e�FESS/p°°°,ti9''.® ®`y�°Q�pFESS/p��9®r�
E.- ' m SEAL e/ °��i SEAL a
C_ ocr C-4168 � ���� .043341 „aa t� r
,�®�I/11111111®®�� � 1111111111
Project Manager D alwn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
project.
t.
Whispering Hills
Section B Phase 1
Drawing Title
Erosion Control
etails
Project No. Drawing No.
2668
DWG File Name:
2668 -Erosion Sheets

LOT #
110
111
112
113
11,4
PROPOSED
185
186 187
188 189 190 191
192
193
194
195
196
197
198
199
SILT FENCE PLAN #
PROPOSED
1,2,3,4,8
1;2,3,4,8
1,2,3,4,8
1,2,3,418
CONCENTRATION
1,5,6,7,8
1,5,6,7,8 1,5,6,7,8
PROPOSED
1,2,3,4,81__1,2;3,4,8
14 days
1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
__1,2,3,4,8]_1,2,3,4,01-1,5,6,7,8
in length
CONCENTRATION
None (except for
with slopes flatter
14 days
OUTLET (TYP.)
than 4:1
1,2,3,4,8
CONCENTRATION
PROPOSED
LOT #
OUTLET (TYP.)
201
202
203
204
SILT FENCE (TYP.)
208
209 210
OUTLET (TYP.)
SILT FENCE (TYP.)
216
217
218
2191
220
SILT FENCE (TYP.)
CONCENTRATION
SILT FENCE PLAN #
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 1,5,6,7,8 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
OUTLET (TYP.)
LOT #
225
226
227
228
229
230 231 232
233
.234 235
236 237 238
261
262
263
264
SILT FENCE PLAN# 1
SILT FENCE (TYP.)
1,2,3,4,8
1,2,3,4,8
40
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
1,5,6,7,8
7/
-
LOT
EROSION
CONTROL DETAILS
—
❑
/
I
SLOPE NEW
SLOPE
NEW
4
HOME
❑ UNDER
PROPOSED
STOCKPILE
HOME PROPOSED
NEW
HOME
PROPOSED
NEW
HOME
PROPOSED
o
CT
CONSTRUCT.
LOCATION
U
UNDER STOCKPILE
CONSTRUCT. LOCATION /
q
�c
UNDER
STOCKPILE
Q
UNDER SLOPE
CONSTRUCT.
STOCKPILE
qC
n
Q�
CONSTRUCT.
LOCATION
LOCATION
OU
L
0(D
SLOPE
OU
WJ
W_J
oca
a
m�
❑
4Q
TEMPERARY
=o
da'
TEMPERARY
m
0 s
TEMPERARY
�o
��
TEMPERARY
CONSTRUCTION
❑
_
CONSTRUCTION
CONSTRUCTION
CONSTRUCTION
I ❑ ENTRANCE
ENTRANCE
ENTRANCE
ENTRANCE
PROPERTY
PROPERTY
PROPERTY
PROPERTY
LINE
LINE
LINE
LINE
Lu
Z
w
w
_z
w
w
w
af
of
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
NOTE:
SILT FENCE TO BE INSTALLED
BY LOT OWNER
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION
AND TO BE
TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTAINED UNTIL LOT IS GRADED AND TURFPRIOR
MAINTAINED UNTIL
LOT IS GRADED AND TURF
UNTIL LOT IS GRADED AND TURF
MAINTAINED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.MAINTAINED
IS ESTABLISHED:
IS ESTABLISHED.
IS ESTABLISHED:
LOT SILT FENCE PLAN #1
LOT SILT FENCE PLAN #2
LOT SILT
FENCE. PLAN #4
LOT SILT FENCE
PLAN #3
N.T.S.
N.T.S.
N.T.S..
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
PROPOSED.
SILT FENCE (TYP.)
SILT FENCE (TYP.)
CONCENTRATION
OUTLET (TYP.)
d
❑
SLOPE
❑
❑
NEW
HOME
PROPOSED
NEW \
HOME SLOPE PROPOSED
HOME
PROPOSED
NEW
HOME
PROPOSED
q
o
UNDER
CONSTRUCT.
STOCKPILE
LOCATION
Q
o
UNDER STOCKPILE
CONSTRUCT: LOCATION
q
UNDER
SLOPE STOCKPILE
p1
COUNDDRUCT. SLOPE/STOCKPILE,
STOCK ILE
❑
00
Q
CONSTRUCT.
LOCATION ❑
qU
00
13
J=
Um
Um
U�
m�
_b
EL toRY
SILT FENCE (TYP.)
�o
CONSTRUCTION SILT FENCE (TYP.)
�a
d�
TEMPERARY
CONSTRUCTIONo
0-o
¢
Fi
CONSTRUCTION
❑ ❑ ❑
❑ ❑
❑
❑ ENTRANo E ❑ ❑ ❑
ENTRANC
4P
ENTRANCE
____ ❑
—0-0
❑ENTRANCE
❑ ❑
TEMPERARY
PROPERTY
PROPERTY
PROPERTY
PROPERTY
CONSTRUCTION
LINE
LINE
LINE
LINE
ENTRANCE
Lu
Z
z
z
J
w
zPROPOSED
PROPOSED
z
U-1
Lu
z
w
z
i
CONCENTRATION
OUTLET (TYP.)
CONCENTRATION
>c'
J
tr
OUTLET (TYP.)
Of
NOTE:
NOTE:
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
SILT FENCE TO BE INSTALLED
PRIOR TO CONSTRUCTION
BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
MAINTAINED UNTIL LOT IS GRADED AND TURFPRIOR
MAINTAINED UNTIL
AND TO BE
LOT IS GRADED AND TURF
TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTAINED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
IS ESTABLISHED.
MAINTAINED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
IS ESTABLISHED.
LOT SILT FENCE PLAN #5
LOT .SILT FENCE PLAN#6
LOT SILT FENCE
PLAN #7
LOT SILT
FENCE PLAN #8
N.T.S.
N.T.S.
N.T.S.
N.T.S.
LOT # 1 B
213
SILT FENCE PLAN# 15678
12348
LOT #
110
111
112
113
11,4
183 184
185
186 187
188 189 190 191
192
193
194
195
196
197
198
199
SILT FENCE PLAN #
1,2,3,4,8
1,2,3,4,8
1;2,3,4,8
1,2,3,4,8
1,2,3,418
1,5,6,7,81 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
1,2,3,4,81__1,2;3,4,8
14 days
1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
__1,2,3,4,8]_1,2,3,4,01-1,5,6,7,8
in length
—ATI other areas
None (except for
with slopes flatter
14 days
perimeters and HQW
than 4:1
1,2,3,4,8
1,2,3,4,8 1,2,3,4,81,2,3,4'8
LOT #
200
201
202
203
204
205 206 207
208
209 210
211 212 213 214
215
216
217
218
2191
220
221
222 223 224
SILT FENCE PLAN #
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 1,5,6,7,8 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
LOT #
225
226
227
228
229
230 231 232
233
.234 235
236 237 238
261
262
263
264
SILT FENCE PLAN# 1
1,2,3,4,§]_1,2,3,4,8
1,2,3,4,8
1,2,3,4,8
1,2,3,418
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
1,5,6,7;8
1,5,6,7,8
INDIVIDUAL
LOT
EROSION
CONTROL DETAILS
Ground Stabilization*
Site Area Description
Stabilization Time Frame
Stabilization Time
Frame Exeptions
—Perimeter dikes,
FALL: August 25 — October 15
None
swales, ditches and
7 days
SEEDING
slopes
To extend spring seeding into June, add
DATES
—High Quality Water
15 lbs/acre hulled Bermudograss
(HQW) Zones
7 days
None
—Slopes steeper
tall fescue is very effective.
If slopes ore 10' or less in
than 3:1
7 days
length and are not steeper
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10-10
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 other areas
None (except for
with slopes flatter
14 days
perimeters and HQW
than 4:1
Zones)
*"Extensions of time may be approved by the permitting authority based on
GENTLE SLOPES STEEP SLOPES weather or other site—specific conditions that make compliance impracticable."
(Section ILB(2)(b))
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre Sericea lespedeza
(unscarified after August 15)
10 lbs/acre Kobe lespedeza
FALL: August 25 — October
FALL: August 25 — October 15
SEEDING
Late winter: February 15 - April 15
Late winter: February 15 — April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 lbs/acre hulled Bermudograss
15 lbs/acre hulled Bermudograss
Overseeding of Kobe lespedeza over fall—seeded
Overseeding of Kobe lespedeza over fall—seeded
i L
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
AMENDMENTS
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10-10
fertilizer.
fertilizer.
ONSITE CONCRETE WASHOUT FACILITY INSPECTION AND ONSITE CONCRETE WASHOUT FACILITY PROCEDURES
MAINTENANCE
1. CONCRETE WASHOUT AREAS SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A ®����$ ConcreteWasteManagement
Waste Management WM-8 WMI-8
1. INSPECT AND VERIFY THAT ACTIVITY ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCAITED ACTIVITIES. MINIMUM OF 50 FT. FROM STORM DRAIN mss
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 10•
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. MIN LATH & 10'
CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE FACILITIES AND 121N. FOR BELOW GRADE FLAGGING
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 ON ALL MIN SANDBAG
DISPOSING OF HARDENED CONCRETE AND RETURING THE FACILITIES TO A FUNCTIONAL CONDITION. OPERATORS TO UTILIZE THE PROPER FACILITIES. ■ ° ■ ° ■ ■ ■ SIDES
STAKE BEM O O O O
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 (TY') 2
NOTE 1
ONC THE WASHOUT IS 75% FULL. THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED
AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE B B 0 SANDBAG
Ground Cover— Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground 4. REM VE LIQUIDS OR COVER THE STRUCTURES BEFORE REDICTED RAINSTORMS TO PREVENT OVERFLOWS. GENERATED BY WASHOUT OPERATIONS. w
1 8" DIA. 10 MIL.
q / 4"
cover sufficient to restrain erosion must be planted or provided within 21 colander days. ¢ _ STEEL WIRE m PLASTIC LINING
5. WHEN YOU REMOVE MATERIALS FROM THE CONCRETE WASHOUT, BUILD ANEW STRUCTURE OR, IF THE 5. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR BERMED AREAS OF SUFFICIENT > w A A
PREVIOUS STRUCTURE IS STILL INTACT, INSPECT THE STRUCTURE FOR SIGNS OF WEAKENING OR DAMAGE AND VOLU E TO COMPLETELY CONTAIN ALL LI UID AND WASTE ONCRETE MATERIALS ENERATED D RING a AE 0 O
Graded slopes and fills-- Within 21 calendar days, or completion of any phase of grading, whichever MAK NECESSARY REPAIRS. LINE THE STRUCTURE WITH NEW PLASTIC THAT IS FREE OF HOLES OR TEARS AND M Q C G U
E WASHOUT PROCEDURES. STAPLE DETAIL >
REPLACE SIGNAGE IF NECESSARY. IT IS VERY IMPORTANT THAT NEW PLASTIC IS USED AFTER EVERY CLEANING
period is shorter, slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain BECAUSE PUMPS AND CONCRETE REMOVAL EQUIPMENT CAN DAMAGE THE EXISTING LINER. 6. WASHOUT OF CONCRETE TRUCKS SHOULD BE PERFORMED IN DESIGNATED AREAS ONLY. O BERM
erosion.
7. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE WASH OUT.
NOTE 3 MATERAIL REMOVAL ■ a a a s (� O TION A—IA
Mulching-- Apply 4,000 Ib/acre grain Straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DEC. 8. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS BE WASHED INTO CONCRETE WASH OUT STRAW BALE SEC
10 MIL ■ ■ ■ (TYP} pLYwO10 MIL NOT TO SCALE
1. CONCRETE WASHOUTS ARE DESIGNED TO PROMOTE EVAPORATION WHERE FEASIBLE. HOWEVER, IF STORED PLASTIC LINING 24
Anchoring of straw mulch by means -other than applying asphalt tack must be verbally approved by DEQ. PLAN 48" X 24" PLASTIC LINING
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 NOT TO SCALE PAINTED WHITE
NOTE 4 AN Aj PROVED MANNER WITH A WATERTIGHT CONTAINER. SHOULD BE BROKEN UP, REMOVED AND DISPOSED OF PER SOLID WASTE MANAGEMENT. DISPOSE OF PLAN
TYPE "ABOVE GRADE"
HARDENED CONCRETE ON A REGULARBASIS. NOT TO SCALE
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated WITH STRAW BALES S A
2: REMOVE HARDENED SOILDS WHOLE OR BREAK THEM UP. PROPERLY DISPOSE OF THEM OFF SITE OR RECYCLE BLACK LETTERS TYPE "BELOW GRADE"
for rapid setting (RS) or medium setting (MS). Apply asphalt at 0.10 gallons per square yard (10 gal/100 sq.ft.). THE AS ALLOWED BY THE COUNTY AND THE ENGINEER. 10. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) ° CONCRETE ° 6" HEIGHT
- TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED AS SHOWN ON YPASI30 0.5 LAG
SCHEDULE
THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH SUFFICIENT SCREWS 10 MIL
SEEDING SCHEDULE QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT 3' WOOD POST PLASTIC LINING
REMOV L OF TEMPORARY CONCRETE WASHOUT FACILITIES OPERATIONS. INCLUDE A MINIMUM 12 -INCH FREEBOARD. WASHOUTS AT SMALLER SITES, SUCH ASA 3" X 3" X 8'
PERMANENT G R O U N DCOVER APPLICATION SINGLE-FAMILY RESIDENTIAL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE 3
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FORA 4 -INCH FREEBOARD. 10,
M N
REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHOULD CONFORM TO:
AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE STRAW BALES SHALL BE A MINIMUM OF 18" HIGH, 14" WIDE, 36" LONG AND SHOULD HAVE A CONCRETE WASHOUT
MINIMUM MASS OF 50 LBS. THE BALE SHOULD BE COMPOSED ENTIRELY OF VEGETATIVE MATTER, SIGN DETAIL
AND
WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK EXCEPT FOR THE BINDING MATERIAL. (OR EQUIVALENT)
DISPOSED OF. - B B
TEMPORARY SEEDING FOR WARM AND COOL SEASON 2. HOLES. DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE BALES SHALL BE BOUND WITH STEEL WIRE, NYLON, POLYPROPYLENE STRING PLACED WOOD FRAME SECURELY
REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE HORIZONTALLY. JUTE AND COTTON BINDING SHOULD NOT BE USED. BAILING WIRE SHALL BE A STAPLES FASTENED AROUND
EARLY SUMMER SEASON STEEP SLOPES MINIMUM 14 GAUGE. NYLON OR POLYPROPYLENE STRING SHOULD BE 12 GAUGE IN DIAMETER WITH A (2 PER BALE) 10 MIL BINDING WIRE w ENTIRE PERIMETER, WITH
BACKFILLED AND REPAIRED. SEEDED, MULCHED AND CRIMPED PER THE PLASTIC LINING TWO STAKES
BREAKING STRENGTH OF 80 LBS:
COUNTY'S SPECIFICATIONS. WOOD STAKES SHALL BE COMMERCIAL GRADE LUMBER EACH STAKE SHOULD BE FREE FROM a
SEEDING
MIXTURE
40 lbs/acre of German millet
80 lbs/acre of tall fesue
120 lbs/acro Rye (grain)
80 Ibs/acre tall fesue
May 1 — August 15
October 25 — December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 — February 15,
DATES
add 50 lbs/acre of annual Kobelespedeza.
Apply 4000 lbs/acre straw or equivalent
Apply 4000 lbs/acre straw or equivalent
hydroseeding.
hydroseeding.
i L
> SECTION B—B
DECAY, SPLITS OR SPLITS LONGER THAN THE THICKNESS OF THE STAKE OR ANY OTHER DEFECT THAT NOT TO SCALE
WOULD WEAKEN THE STAKES AND CAUSE THE STAKE TO BE STRUCTURALLY UNSUITABLE. STEEL BAR STAKE
REINFORCEMENT SHOULD BE EQUAL TO #4 DESIGNATION OR GREATER. END PROTECTION SHOULD BE STRAW BALE (TYP)PROVIDED FOR ANY FOR EXPOSED BAR REINFORCEMENT.
-PLASTIC LINING SHOULD BEA MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE NOTES
OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPRISE THE IMPERMEABILITY OF THE MATERIAL. 10 MIL
WOOD OR NOTES TWO—STACKED PLASTIC LINING
11. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE NATIVE MATERIAL. METAL STAKES 2 X 12, ROUGH 1. ACTUAL LAYOUT DETERMINED
TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE)SHOULD BE CONSTRUCTED AS SHOWN (OPTIONAL) (2 PER BALE) 1. ACTUAL LAYOUT DETERMINED
WOOD FRAME PLAN IN FIELD.
ON THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH IN FIELD. NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN
TYPE "ABOVE GRADE" SHALL BE
SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY SECTION B—B 2. THE CONCRETE WASHOUT SIGN HE TEMPORARY 3O FR OF THE OED WITHIN
WASHOUT OPERATIONS, MINIMUM 12 -INCH FREEBOARD SHALL BE INSTALLED WITHIN WASHOUTS AT SMALLER SITES, SUCH AS A NOT TO SCALE CONCRETE WASHOUT FACILITY.
30 FT. OF THE TEMPORARY
SINGLE-FAMILY RESIDENTAIL LOT, SHOULD BE SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE CONCRETE WASHOUT FACILITY,
SMALLER THAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FOR A 4 -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 THE IMPERMEABILITY OF THE MATERIAL. January 2003 California Storrnwater BMP Handbook 7 of 7 6 of 7 California StnrmwaterBMP Handbook lanuarf 2003
Construction Construction
12. APPROPRIATE GRAVEL OR ROCK SHOULD COVER PATHS TO CONCRETE WASHOUT FACILITIES www.cabmphandbooks.com www.cabmphandbooks.com
13. ON LARGE SITES WITH EXTENSIVE CONCRETE WORK, WASHOUTS SHOULD BE PLACED IN MULTIPLE LOCATIONS
FOR EASE OF USE BY CONCRETE TRUCK DRIVERS.
DATE E ISSUED FOR BEV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
R. J®c Harris & Associates, Inc.
—
Engineering • Land Surveying , Planning
Management
127 Ben 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 Seal Engineer's Seal
�®OIIIIBO n1111j� ,,,1111110 U/11®'
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e` %y �r e®�® F ESS Uo
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Cheeped
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2,649 SREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: (704) 2.38-1229
Project:
Whispering ills
Section B Phase2
Drawing Title:
Erosion Control
Details
Project No, Drawing No.
2668
DOJO File Name:
2668 -Erosion Sheets EC-

VICINITY MAP
RAPHIC SCALE
100 200
IN FEET )
1 inch = 100 ft.
ATE I ISSUED OR
2/2/2018 Initial Submittal to City of Locust & MCDEQ
Rive
0
1A. Joe Harris & Associates,
Engineering • Land Surveying a Planning
Management
127 Ben Casey Drive, Suite 101, FortMill, 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
0111111111111., 0%%J111111111"
.`®®��
o
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*-.%C-4168 ° ° 043341 ;a
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date —
February 2, 2018
(Tient
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
FIr"Oj ci:
Whispering Flills
Section B Phase 1
Drawing TIM -
Initial Erosion Control
Drainage Area
Project No. Drawing No. —
2668
DWG File Name:
2668 -Erosion Sheets

VICINITY MAP
GRAPHIC SCALE
—100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
DATE I ISSUED FOR I REQ/
2/2/201$ Initial Submittal to City of Locust & NCDEQ 0
r
Associates, Inc.
Engineering ® Land Surveying a Planning
Management
127 Hen Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
'wvv.r'O harris.c0
This drawing shall riot 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
011111111111 "I0111111111,11
CA Rpt ®�a`��H CA)?6
ESS/p4,-1
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911111A / � !111111
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVEL ENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section Phase
Final Erosion Control
Drainage rea
Project Pio, Drawing No.
2668
DWG File Name:
2668 -Erosion Sheets

- N.T.S.
DATE ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
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Mow whaft below.
registrant appears on the
9 Pp
IV" er dod One -Call Center Call before you dig.
related fees are transmitted
t
by the Owner, Owner's Agent or Contractor
to the Authority
\ having jurisdiction.
e Corporate ,peal
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9
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f
Engineering • Land Surveying - Planning
1
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
4
6'lU �. www.rjoeharris.com
1
This drawin shall not be used for construction ur oses until the
\ 9 p p
seal dsignature f the responsible
an o
31
registrant appears on the
9 Pp
drawing, and ro r permit forms and
p pep
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to the Authority
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9
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10.
MONROE, NORTH CAROLINA 28110
P: [phone]
Project.
Whispering dills
Section B Phase 1
Drawing `dile:
Grading Plan
Project No. Drawing No.
2663
DWG Pile Narne:
2668 Grading Sheets

f -650
f
i
.................................. - --- --------.._
...............
PAD =
> PGI
0.21
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
4;
/d. a Cry &s,4 One -Call Center
Rv
a.
Call before you dig.
0
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying ® Planning
Management
127 glen Casey Drive, Suite 101, Port 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
%%1111 a u',,
,���N CARovil 10.
%%%W 11111111111i
0 ®`�- CARpt'>.®®
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Project Manager Dravrn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Pr+;eject.
WhIispering Hills
Section B Phase 1
Drawing Title.
Grading Plan
Spot Elevations
Project No. Drawing No.
2668
DWG File Mame:
t-11 P 19
2668 - Grading Sheets

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2/2/2018 Initial Submittal to City of Locust & NCDEQ
E i -a 1i4 icer:
R EV
below.a.
Know whars
Callbeforeyoudig.
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R. Joe Harris & Associates, Inc.
Engineering Land Surveying - Planning
Management
1,227 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: (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
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Project Manager Drawl
C. Bridges R. Harnoud
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2013
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering Hills
Section B Phase
Grading Plan
Sr%ot Elevations
Project No. Drawing No.
2668
DING File Name:
2668 - Grading Sheets P:
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2/2/2018 Initial Submittal to City of Locust & NCDEQ
E i -a 1i4 icer:
R EV
below.a.
Know whars
Callbeforeyoudig.
0
R. Joe Harris & Associates, Inc.
Engineering Land Surveying - Planning
Management
1,227 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: (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
„oo�, %"01%11111111111"I CARO!
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Project Manager Drawl
C. Bridges R. Harnoud
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2013
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering Hills
Section B Phase
Grading Plan
Sr%ot Elevations
Project No. Drawing No.
2668
DING File Name:
2668 - Grading Sheets P:
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GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
2/2/2018 Initial Submittal to City of Locust & NCDEQ
E i -a 1i4 icer:
R EV
below.a.
Know whars
Callbeforeyoudig.
0
R. Joe Harris & Associates, Inc.
Engineering Land Surveying - Planning
Management
1,227 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: (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
„oo�, %"01%11111111111"I CARO!
® no n oo ,[A/�'/I ♦ ccs
LJ J/a J
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'�,eou 11111111 s'aoo,1,111111®
Project Manager Drawl
C. Bridges R. Harnoud
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2013
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering Hills
Section B Phase
Grading Plan
Sr%ot Elevations
Project No. Drawing No.
2668
DING File Name:
2668 - Grading Sheets P:

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GRAPHIC SCALE
( IN FEET )
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DATE ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
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R. 1' 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
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Project Manager Drawn
C. Bridges R. Ham®ud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
action tease 1
Dirwiving
Grading In
Spot Elevations
Project No. Drawing No.
2668
DWG File Name:
2668 - Grading Sheets G P

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GENERAL NOTES:
"B"
NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
2'
USE CLASS CONCRETE THROUGHOUT.
DIMRNSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
F-
a
PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12"
in
Q
ON CENTER. UBE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
REINFORCEMENT
BARS "A"
z (y
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR N4 BAR DOWELS AT
TOTAL QUANTITIES DEDUCTIONS FON ONE
BOX AND $LAOS PIPE W.YDS.
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12" CENTERS AS DIRECTED BY THE ENGINEER.
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USE FORMS FOS THE CONSTRUCTION OF THE BOTTOM SLAB.
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IFREINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO BLAB
TOP
SLAB
W Q W _
AS SHOWN ON STD. N0. 840.00.
LBS. CU. YDS.
REINF MIN. H"
Q 0,=00
USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED.
12"
)- x r z W
FOR 6'•0" IN HEIGHT OR LESS USE G" WALLS AND BOTTOM SLAB. OVER
2'-3"
U- O
CC
8'•0" TO 18'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
3'-0".
®C:(0
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CONSTRUCT WITH PIPE CROWNS MATCHING.
0.167
h- ,>,1
CHAMFER ALL EXPOSED CORNERS 1".
0.750
LU L1
HEIONT BRICK MASONRY, OPENING IN TOP SLAB.)
16"
R
DRAWING NOT TO SCALE.
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12
OP L TY
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PLAY OPTIONAL SPACED 8 r
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TO ADJUST FRAME A
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OUTLET PIPE •
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* RISER HAS .226 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
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NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
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DIMRNSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
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GENERAL NOTES:
REINFORCEMENT
BARS "A"
z (y
CHAMFER ALL EXPOSED CORNERS 1".
TOTAL QUANTITIES DEDUCTIONS FON ONE
BOX AND $LAOS PIPE W.YDS.
LL •„gel -q z
USE CLASS "B" CONCRETE THROUGHOUT.
8
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OPTIONAL CONSTRUCTIOH - MONOLITHIC POUR, 2" KEYWAY, OR
B4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
LENOTH
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Q V x
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
TOP
SLAB
r'^ h z00, w
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 640.00.
LBS. CU. YDS.
REINF MIN. H"
x W
Z x
PROVIDE ALL JUNCTION BOXES OVER W-8" IN DEPTH WITH STEPSI--p>y
12"
2'•0"
12 ON CENTERS IN ACCORDANCE. WITH STD. NO. 640.60.
2'-3"
M W p
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
3'-0".
3'-0"
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BASS
0.167
0.106
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
0.750
0.016
HEIONT BRICK MASONRY, OPENING IN TOP SLAB.)
16"
2'-3"
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
2'•8"
12
ELEVATION IS 12 FEET.
3'•3"
3'•3"
N4 BAN
0.198
lZ
24
0.902
��
0.036
T8"
J
2'-6"
2'-9"
z
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3'-6"
F�1
0.227
0.227
0.222
DOWEL
1.065
0.033
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NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
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DIMRNSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
z,x^,"®Q�
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DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"
TOP SLAB
01 EN
CUBIC YARDS
IN BOX
TOTAL QUANTITIES DEDUCTIONS FON ONE
BOX AND $LAOS PIPE W.YDS.
D
A
8
H
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LENOTH
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F
TOP
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BOTTOM
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WR.L/
Fr, OF HT,
LBS. CU. YDS.
REINF MIN. H"
C.S.
R. C.
12"
2'•0"
2'-0"
2'-3"
12
1 2'-8"
3'-0".
3'-0"
0.167
0.167
0.106
22
0.750
0.016
0.024
16"
2'-3"
2'•3"
2'•8"
12
3'-0"
3'•3"
3'•3"
0.196
0.198
0.204
24
0.902
0.023
0.036
T8"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-0"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
WO"
31-3"
18
W-9"
4'-0"
4'4'
0.296
0.296
0.2691
40
1.434
0.059
0.085
30"
3'•8"
3'-6"
3'-8"
18
4'-3"
4'-8"
4'-8"
0.375
0.375
0.296
51
1.050
0.092
0.127
36"
4'-0"
4'-0"
V-3"
20
4'-8"
5'-0"
5'-0"
0.463
0.403
0.333
04
2.341
0.132
0.178
42"
4'-0"
4'-6"
4'-e"
22
51-3"
5'-8"
5'-8"
0.560.
0.560
0.370
77
2.878
0.180
0.243
48"
W-4"
W-4"
W-3"
26
$14"
8'•4"
6'4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
S'-10"
5'-10"
5'-e"
28
W-7"
8'•10"
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0.865
0.865
0.444
126
4.283
0.287
0.40i
60"
31-8"
6'-8"
W-3"
30
1 '-3"
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7'-0"
1.042
1.042
0A81
145
5.090
0.367
0.495
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1"A"
7'-1"
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32
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8'-1"
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1.210
1.210
0.518
169
6.817
0.444
0.588
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NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
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,
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DETAIL SHOWING TYPES OF GRATES 2'- 1144
USE ACCORDING TO WATER FLOW.
WATER FLOW SAG WATER FLOW T
a I
-----------------------
A SECTION 0-9
-----------------------------------
WATER RAISED FLOW ARROW
M )> RAISED FLOW ARROW 234
00
144 SECTION A -A
SECTION A -A
SLAB GRADING CRITERIA
TYPICAL LOT GRADING PLAN
PLAN & PROFILE - PAD LOTS
1 of 2
TYPE "A" LOT DRAINAGE TYPE "B" LOT DRAINAGE TYPE "C" LOT DRAINAGE
(REAR TO FRONT) (MID POINT BREAK) (FRONT TO REAR)
�Qw g w
'Fe
�� U SWALE IF REAR YARD o� V SWALE IF REAR YARD
'n ¢ SLOPE GRAINS TOWARD
z p SLOPE DRAINS TOWARD oz N
HOUSE iO � HOUSE
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BREAK / a
' POINT /f T //•
(TYP.)
PAD WIDTH PAD WIDTH PAD WIDTH
2
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II-- HIGH _
POINT w POINT w
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TYPE "C" LOT DRIVEWAYS
SIDE YARD STANDARDS (WORST CASE DESIGN CRITERIA)
R R -
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`PAD ELEVATION 14j MqX /-PAD ELEVATION
SEE NOTE AI-"���2%-MIN
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SIDE YARD SWALE -�A--Il� APE (HI H OR LO SI E
(eY BUILDER) LINE (HIGH OR LOW SIDE)
SIDE YARD SWALE
(BY BUILDER)
-]
NOTE: PER PROVIDED GRADING PLAN, AN EXTENDED FOOTING TYP,20'
ON THE LOW SIDE OF LOT MAY BE REQUIRED FOR
APPROPRIATE GRADING TRANSITION, LOTS NEEDING
EXTENDED FOOTING HAVE BEEN LABELED AS
TURN -DOWN SLABS.
Y �WEEP ROLES
PLAN
F yi v
-R'
DTE
NATES: USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER W-6" IN DEPTH WITH STEPS 12" 003
ON CENTER. USE STEPS WHICH COMPLY WITH STD, DRAWING 840.66. Q d
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 84 BAR DOWELS AT
12" CENTERS AS OIREOTEO BY THE ENGINEER. I ;i R U
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB, LL. J -, H Z
IFREINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB 000)=
AS SHOWN ON STD. N0. 840.00, UJ 5 �E LL
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 1 --(.)Ce CJ (D
e'-0" TO IW -0" IN HEIGHT USE B" WALLS ANO BOTTOM SLAB. ADJUST
QUANTITIES AOCOROINOLY. �� w
CONSTRUCT WITH PIPE CROWNS MATCHING.U- ® 0�
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z H 00
INSTALL STORE DRAINS, OF A MINYMW OF /CUBIC FWT OF N0. 78M STONE IN A )� >
POROUS FABRIC SAG OR X47AP, AT EACH WEEP HOLE OR AS DIRECTED 9Y THE ENGINEER. W
CHAMFER ALL EXPOSED CORNERS 1". ' 0
DRAWING NOT TO SCALE.
.INCREASE THE SIZE OF THE 8" OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINE Efl BY ADDING 2" TO THE WALL NIEOHT ABOVE THE TOP ELEVATION. ADJU4T
QUANTITIES ACCORDINGLY.
6-I
TOP SLAB b•j Q
GUTTER LE`V'E
M4 BAR Z 1" g01 S F
TOP ELEVATION
1)'4" CLW. I0 DID
� S G-
�1 PIPE WALL 101V
"CLR. /(THICKNESS VARIESQ z
(MIN.) Z x
04 BAR Z z F-
I W -
LV
PART SECTION Y -Y 0 ®'-
H
8M0MIENO DETAILS AT OPENING -J 'LU
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (SABED ON MIN. HEIGHT, H) W
REINFORCING TOP b BOT. $LAB CU. YOB. CCiC. TOTAL iRYWTITIES DEDUCTION 0' THROAT
% BARS Y BMS -'Z DIYEN$IONB IN QU% BOX 6 SLABS ONE PIPE O,,E„I Cea
ITN NO LETNITN NO LENGTH F O TOP BIAD mT. wAe BYUR. Xf 186. MOF.(IBR R)
-IC. S. R. Q. YD zz
0' 8 4'•3" 2 4'•3" 4'•8" 9'•9" 9.161 0.271 0.230 a7 1.043 0.016 0.032 0.046
SECTION Y -Y
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W.'.._ 1'•""z."CLR,
T". 13 GARS. "X" ice"
GLH: EQUALLY SPACED GER,
0,
0
F COUNTERSINK PART WHERE HANDLE IS LOCATED 1"
AND ALLOW HANDLE TO MOVE VERTICALLY.
P LAN
cc
rPRECAST
OR CAST IN PLACE TOP SLAB
LL
j C)
F PIPE SLEEVE X 3" LONG.
�. LLJ
R° `o
r
N4 BARS "Y" HANDLE �- 1' PIPE SLEEVE
PART SECTION,
Q tit
D: r
2 z b!
z
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'Q
0 00
-1 0
x � `r
= W
CO Q O
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SECTION W -W
840°04
"4004
SLAB GRADING CRITERIA
TYPICAL LOT GRADING PLAN
PLAN & PROFILE - PAD LOTS +
2 of 2
TYP. 20' PAD DEPTH & WIDTH (SEE PAGE 1) 5' VARIES
R/W FRONT
SETBACK
TYPE "A" LOT DRAINAGE 6B) TIE TO NATURAL GRADE
BACK TO FRONT DRAIN PATTERN MAY OCCUR BEFORE
REACHING PROPERTY
PROFILE VIEW LINE
REAR OF PAD TO BE
MIN. 6"HIGHER THAN
HIGH SIDE LOT SWALE
PAD ELEVATIONPROFILE OF •/
HIGH SIDE OF LTOT CH �N �ATGRA< \
O'Rq pFJ
TYP. 20' PAD DEPTH & WIDTH (SEE PAGE 1) 5' VARIES
R/W FRONT
SETBACK
TYPE "B" LOT DRAINAGE (S, B.) TIE TO NATURAL GRADE
SPLIT DRAIN PATTERN MAY OCCUR BEFORE
REACHING PROPERTY
PROFILE VIEW LINE
PROFILE OF DITCH ON I
HIGH SIDE OF LOT
0m, PAD ELEVATION
MIDDLE OF PAD TO eF_ (TJFTO
MIN. 6" HIGHER THAN N�TVM•9.(-
HIGH SIDE LOT SWALE J'W( G
R9ot)
5' VARIES
TYP. 20' -
R/W FRONT.
SETBAC
TIE TO NATURAL GRADE
TYPE "C LOT DRAINAGE (S,B.) MAY OCCUR BEFORE
REACHING PROPERTY
FRONT TO BACK DRAIN PATTERN LINE
PROFILE VIEW FRONT OFPAD TO N
MIN. 6" HIGHER THAN
HIGH SIDE LOT SWALE
0.00' 10' MIN. PAD ELEVATION
-�_ o oD---
_,__rr '2°/ MIN. VAR --IES'
PROFILE OF DITCH ON J// -_ o -/,TG&,, G-/p,
HIGH SIDE OF LOT
oE�
NOTES:
1. CONTRACTOR TO ENSURE THAT LOTS DRAIN PER TYPICAL LOT GRADING PLAN. BUILDER SHALL BE RESPONSIBLE FOR
PROVIDING POSITIVE DRAINAGE AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT TIME OF HOME
CONSTRUCTION, AS HOME CONSTRUCTION WILL IMPACT SWALES AND DRAINAGE PERFORMANCE.
2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT BE TIED OUT PER TYPICAL DETAILS, A REAR
STEM WALL FOUNDATION, NOT TO EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FOR GRADING
TRANSITION.
3, FALL AWAY FROM PAD TO BE PROVIDED AT A MINIMUM OF 2.0% SLOPE.
-.cr--�.,:.:"'�.a.. ...0 .: , axsr.:. - •.... _. __�- "--.. -.-... -_ 1,-, i .-,.,.. ,s's ,). . --_•' •,� •re- - . s, � ;F .
G
2/2/2018 Initial Submittal to City of Locust & P!r'DO
Engineering •Land Surveying • Planning
Management
I27 Hen Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (303) 602
.rjoeh rrasrCom
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.
CESEporI1tIB Seal Engineer's Seal
®®®, 1,0®0®1l111)/0//00 1
sig ,%0(�� I CARO
ESS/ON®Q�pFESS%�,��y,',®
® o MSEAL C -D C.
A SEAL �>
m � t � C-4168 � � 043341
✓'��I0
oO on000°Oo°��\®®O
'•®,�1((,-'�js& A,p
l�'B•a,HER1R •(b�®`®®
OEEE9ESE22� °,
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley _
Print/i'DIS,DtD$tDEPEIINIDABLE Wh e
February 2, 2018
Client /
V 1
2649 BREKONRIDGE CENTRE DR, SUITE 10
IVIONROE, NORTH CAROLINA 28110
F': [phone]
l Se
erlri ISI
CtIo
II Phase 1 80t 2
0&°1i40f1i'tg Title: Grading-
Iari
Details
Project No., Drawing No.
2668
DWG
File iVarlrm:
2668 -Grading Sheets

V
2/212018 Initial Submittal to City of Locust & NCDEO
s
N�ttt e"One-Call Center
Is.
ow Whams
Call before you dig.
. Jae Barris & Associates, Inc,
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Port 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 Seal Engineer's Seal
CA1R�I °°®��Y ° CA�RoI
o� F S $IQ ° ?S�®��: :®®®4O S$%Q
SEAL°w,"j� jos SEAL zm
®- oe � C-4168 043341 �, a
PjNG &°Svc°' Nq,®.® ",�'� ''�°°®tea"
9 ° °°
1111100 11 lilt"
Project Manager Dravin
C. Bridges R. HamOUd
Department Manager Checked
P. Murphy T. Kelley
Print/Plot fate
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
J' of (;Z:
i ri ills
Section B Phase 1 & 2
Drawing This:
BMP Plan
Project No. Drawing No.
2668
DWG File Name:
2668 -CAMP Sheets

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
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 FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
SHOULD BE CONSTRUCTED IF POSSIBLE.
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
MUST BE STABILIZED.
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
WITH FABRIC.
TURF GRASS
W
NATURAL GRADE
—RIP RAP
NOTE: LAYER OF FILTER FABRIC
PIPE DIAMETER
MINIMUM H=2/3
SECTION B -B
OUTLET
I L
W
I DEPTH
STONE SIZE
DRY DETENTION POND #1
1 21.00'
24.00'
1 2.70' min.
1 1.20'
10'
junction box
weir wall
15UtI1fz�ll1G
FLOW
4:
Low flow
orifice
1/4" mesh wire with 6" (min.)
#57 washed stone face
(Erosion Control Stages)
°.. V
V
'—TIE TO NATURAL �^
1/4" HDPE plate bolted to
structure.
'.
HDPE structural plastic 1/4" plate and
grating with 1" holes and a min. of
V° 0°0
30% of opening area manufactured
000000 1
by Plastic Solutions Inc. or approved
0000°00° t
0 0 0 0 0
equal. Minimum 12" clearance on
8"
all 3 sides for concrete pad.
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 00
0 0 0 0 0 0
0°0°0°
1211
0 0 0 0 0 0 0
-«■ VARIES
12" min.
4" thick concrete apron
CARRY TURF
2500 PSI (MIN.)
Seal®n
HDPE structural plastic 1/4"
^I.te and grating with 1"
es and a min. of 30% of
:ning area manufactured
Plastic Solutions Inc. or
)roved equal.
Elevation
BMP T r-1
IA
u ii�liii■�■■iiii liiiiiiii
�� 1111 ��t,�`1114111k1�■. I�.IA1 :i.
■■ I�tr1.r1■�rr■rr� ■.■ ■■
' �� �A�■i���i■r■■■. air( Ili
. ■■ 'Ittif�.�■illi■�■ ■I, ■■
Precast concrete riser i I I I I
Elev. B
FLS ROOF TRASH RACK
OR AS RECOMMENDED BY MANUFACTURER
(CAN BE LESS THEN MIN. DEPTH SPECIFIED)
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.
1' MIN.
CLASS B CONCRETE
I I J
1' MIN. TRENCH WIDTH L1'MIN.
P -a ,A R
DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
8
1., whaft below.
Call before you dig.
A
' Harris & Associates,
E
0
Engineering - band Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 F: [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
FESS/pIy'� �O Q°OfESsjo
°9
o r�SEAL ° v =� SEAL 'z:®� C -4168r °0043341 „a`o
F4z & SON
0000°
ASSN,,,°'>>,NER
h 1 u 1111"" °®I fill
Project Manager Drawn
C, Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plat Date
February 2, 2018
Client
DEPEINIDABLE DEVELOPMEINIT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase1
Drawing Title:
Details
Project No. Drawing No.
2668
DWG File Name;
2668 -BMP Sheets
'—TIE TO NATURAL �^
GRADE
8"
-«■ VARIES
CARRY TURF
REINFORCEMENT MATTING
III
UP SIDES OF SPILLWAY
CARRY MATTING UP
TOP OF BERM
_
SIDES OF SPILLWAY _
' I I=11
I-11 IT V
° -I 11=11 I -III -I
VARIES
_
1 -I 11-111=
V V
—
;.
..:.:
RCP DISCHARGE PIPE
1-I
I-1 T✓ V
V V (�-111-1 I= =1
I71
(SEE POND DATA BLOCKS
1.
it I V V ©
V V V -L� 1=111=� I I=111=
TOP OF BERM
1 I �=
K7,
18" IV11N.FOR
PIPE DIAMETERS)
SPILLWAY
l-IIIIII0?
I 11=111=
V V V`T"-V V VVVVVVVVVN/VVVVVV7VVVVVV
'`
III_
V v v V. V V ii `i� Y V V V V 'J V V V v V V V
°•
- V V V V V V V V V V V V V V V V V V V V _ SPILLWAY
-
♦, / .�Q •.
VVVVVVVV�i'VVVVVVVVV
h
�Il=v
V V V V V V V V V V V V V V Cl V V V\
(
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I I
VVVVVVVVVVVVVVVVV1=111-
PERMANENTTURF
—_ REINFORCEMENT MATTING
•d
'' :a',:: ''.{.:..."%?,''< .•`,:� '
:''I
CLASS BCONCRETE
VVVVVVVVVVVVV VARIES I1=_111=1_T1=1I1=111=iTI=_l 11 11 111=1 1Tl ICL=1TI
-I Ih1=1
I_� V V v v V V V V v V V V V v V I I I=III=
I i-1 I I -III -III -I 11=1TI-I 11=1 I I -III -I IX11-1 I I =LTI=
III-III=III=1fT 111=111=111=111=1TI=11 i=III-III-III-11-I I h
= I I
... '.
,':_ .; `;....,. ,: `•. °;:.
VARIES
III I I I 1 _
III -II 11==1TI-1 I i -I III -I I f=1 I( -I 11-1 I t --I 1T 11 I I�=1
:..
_
NATURAL GROUND
11=1 I- 1T1=111-11t-IIT-IT_I-III-II_-1I(=III-
11
1' MIN.
H
TURF REINFORCEMENT
-1 I-111=111=Ill=III=Ill=11I-� 11=1 11=1 11, I511 1=III=III=III= POND BOTTOM ;4: 1�-�- I I- I I- I I -T -I I I -T-1 ri-I I =�
— — T.. T.. T.. ...=ITT i11=I11=1 EARTHEN BERM
I,'-IIIII�IIIII�IIIII�lllllill�l- -III IIIII�IIII i'=1�I�11_1=111�I_TI--_III III=�1 111-11(=_1,;111111111=III=III-Illi
I I,�IlI� II1�111 -III ;�IIf1111111i.
+�)
MATTING & SEEDING
„-„ �IIII ill(=
h r
(INSTALL TO TOE OF SLOPE)
BMP DRY DETENTION FOND EMERGENCY SPILLWAY BMP DRY DETENTION FOND FOREBAY SPILLWAY�
1' MIN.
TRENCH WIDTH
VM IN.
P -a ,A R
DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
8
1., whaft below.
Call before you dig.
A
' Harris & Associates,
E
0
Engineering - band Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 F: [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
FESS/pIy'� �O Q°OfESsjo
°9
o r�SEAL ° v =� SEAL 'z:®� C -4168r °0043341 „a`o
F4z & SON
0000°
ASSN,,,°'>>,NER
h 1 u 1111"" °®I fill
Project Manager Drawn
C, Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plat Date
February 2, 2018
Client
DEPEINIDABLE DEVELOPMEINIT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase1
Drawing Title:
Details
Project No. Drawing No.
2668
DWG File Name;
2668 -BMP Sheets

SLOPE INSTALLATION
-2"-5"
(5c -12 5 )
CM)
V
.r
NORTH I m cm \\/` \\� (15 6cm) s... r
\\1J �L..
AMERICAN
GREEN o �%" ` v� �< f NORTH _ \ \//\ \\ \\��\�/\ c, 56CM>
AMERICAN
EROSION CONTROL Products
O
/
� J
Guaranteed SOLUTIONS. . . GREEN
EROSION; CONTROL Products/ `+ 11 =.::::: �r /� \ 4" (10 CM)
14649 HIGHWAY 41 NORTH Guaranteed SOLUTIONS / J,// ,
EVANSVILLE, IN 47725 _ / \ 70
800-772-2040
�+ =:_-: .. .. 14649 HIGHWAY 41 NORTH ...
ww. a reen.com EVANSVILLE IN 47725 _ / l
]
/\\\
`-
\ 5 CM - 12.5 CM
- 800-772-2040 .�
/ \
7.5cm) www.nagreen.com \ \\ �� -
--- A -
6
0 - -
r
\ \ \ \ \ /
__ _ _ - 10 CM - , SCM
6"
\ /
\\ \ i':i_F
_ =APPLICATION OF LIME FERTILIZER
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP's , INCLUDING ANY NECESSARY APPL , AND SEED.
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 RECP's 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 -O -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
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
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 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 RECPs:
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 PLACING STAPLES/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. A. OVERLAPS
ERLAPS WATER MAND INE SEAS 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 ** 1N 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.
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
GuaranteedSOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
STAPLE PATTERN GUIDE
4' (1.2 ) WIDE ROLLS
4.00'[1.22M]
it
8.00' [2.44M]
- 2.00- 2.00' [0.61 M]
4.00'[1.22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
2.00'[0.61M]1.50' 3.00' [0.91 M] ® [0.46M]
4.00'[1.22M]
40 40�2.00'[0.61M]
-A-,-2.00'[0.61M]
4.00'[1.22M]
4.00'[1 22M]
1.3 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
REV. 01/05
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
3' (0.9m)
6' (1.8m)
-- 3.3' (1.Om) -•--
1.6' (0.5m)
3.3' (1.0m)
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
O
0
1.50'[0.46M]
1.50'[0.46M]
1
3.00'[0.91M]
0
-�-
2.00'[0.61M]
-�-
4.00'[1.22M]
4.00'[1.22M]
4.00' [1.22M]
0
-
!1
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES
PER SQ. M)
REV. 01/05
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
3' (0.9m)
6' (1.8m)
-- 3.3' (1.Om) -•--
1.6' (0.5m)
3.3' (1.0m)
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
REV. 01/05
0
2' (0.6m)
O
0
1.50'[0.46M]
3.00'[0.91M]
0
-�---
-1.00'[0.30M]
-�-
2.00'[0.61M]
4.00'[1.22M]
4.00' [1.22M]
STAPLES PER SQ. YD
STAPLES PER SQ. M)
-
!1
3.6 STAPLES PER SQ. YD.
(4.3 STAPLES PER SQ. M)
REV. 01/05
0
2' (0.6m)
REV. 01/05
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
r°i
3.3' (1.0m)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m) �\
Ilk AM 1.6' (0.5m)
T-1 2' (0.6m)
4' (1.2m) J0 0
40
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
N
4' (1.2m)
I
3.3' (1.0m)
10" (0.25m)
REV. 01/05
STAPLE PATTERN GUIDE
8' (2°4 M) WIDE: DOLLS
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH 4.00' [1.22M]
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com 8.00' [2.44M] !®
4' (1.2m)
0
20" (0.5m)
0
0 0 0
0 0 0
3.4
(4.1
4.00' [1.22M]
STAPLES PER SQ. YD
STAPLES PER SQ. M)
REV. 01/05
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
r°i
3.3' (1.0m)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m) �\
Ilk AM 1.6' (0.5m)
T-1 2' (0.6m)
4' (1.2m) J0 0
40
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
N
4' (1.2m)
I
3.3' (1.0m)
10" (0.25m)
REV. 01/05
STAPLE PATTERN GUIDE
8' (2°4 M) WIDE: DOLLS
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH 4.00' [1.22M]
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com 8.00' [2.44M] !®
l 0 l 0 l
3.00' [0.91 M] 0 1.50'[0.46M] 3.00'[0.91M] 0 0 0 0 1.50' [0.46M]
�-
2.00'[0.61M] 1.00' 0.30M
4.00'[11.22-M] ®� -x--2.00'[0.611M]
-®-1.00' [0.30M]
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
REV. 01/05
DATE I ISSUED FOR RIEV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
K Joe HarrisAssociates,
Engineering - Land Surveying o Planning
Management
127 Ben Casey Drive, Suite LOl, Fort NEII, S.C. 29708 P: [phone]
w .rjoeriarris.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 weal
%%J111111111° %0%1111111111
FESS/p°° a/�q �'® :®1°� a�ESS1, ��� °°•�.
°q�
SEAL z1 / �% SEAL 2n.
pC--°o C-4168 -�yi , ? cY' 043341 „40
OvAl
0
1n/s �,pNER°R o�®.
°1111111111+"' /*°" 1""fill I ll o, "°
Project Manager Drawn
C. Bridger R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLEDEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ill
Section B Phase 1
Drawing Title-
BMP
Details
Project No. Drawing No.
2668
DWG File Name:
2668 -BMP Sheeis
-�
-w--- 2.00'[0.61M]
4.00' [1.22M]
-
!1
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
2.00 [0.611v1]1.50
{0.46M]
3.00 [0.91 M]
4.00'[1.22M]
-�-
2.00'[0.61M]
-o-
2.00'[0.61M]
4.00'[1122m]
4.00' [1.22M]
1.3
STAPLES PER SQ. YD.
1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
(2.0 STAPLES PER SQ. M)
l 0 l 0 l
3.00' [0.91 M] 0 1.50'[0.46M] 3.00'[0.91M] 0 0 0 0 1.50' [0.46M]
�-
2.00'[0.61M] 1.00' 0.30M
4.00'[11.22-M] ®� -x--2.00'[0.611M]
-®-1.00' [0.30M]
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
REV. 01/05
DATE I ISSUED FOR RIEV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
K Joe HarrisAssociates,
Engineering - Land Surveying o Planning
Management
127 Ben Casey Drive, Suite LOl, Fort NEII, S.C. 29708 P: [phone]
w .rjoeriarris.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 weal
%%J111111111° %0%1111111111
FESS/p°° a/�q �'® :®1°� a�ESS1, ��� °°•�.
°q�
SEAL z1 / �% SEAL 2n.
pC--°o C-4168 -�yi , ? cY' 043341 „40
OvAl
0
1n/s �,pNER°R o�®.
°1111111111+"' /*°" 1""fill I ll o, "°
Project Manager Drawn
C. Bridger R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLEDEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ill
Section B Phase 1
Drawing Title-
BMP
Details
Project No. Drawing No.
2668
DWG File Name:
2668 -BMP Sheeis

0A"YE I ISSUED FOR
PIEV
202018 Initial Submittal to City of Locust & NCUEQ
J
Is.
Know below.
Callbefore you dig.
R Joe Harris& Associates,
Engineering - Land Surveying • Planning
Management
12713e Casey Drive, Suite 10t, 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.
HIMEMOM
00�� 1 CArRO1%
SS/p�l�q�'�®
sm SEAL �?
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Project Manager Caravan
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot gate
February 2, 2018
Client
DEPENDABLE V L T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B Phase
Drawing Title- --
rainae Areas
Project No. Drawing No.
2668
DWO File Name:
2668-Storrn Profile Sheets S ru'%--D A

2/2/2018 Initial Submittal to City of Locust & NCDEQ
9.� a
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N na nl6Ha One -Call Center
ME
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Call before you 111(g.
R. Joy Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ren Casey Drive, Suite 101, Fort Mill, S.C.29708 P: (803) 8024799
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
CARO''
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2/2/2018 Initial Submittal to City of Locust & NCDEQ
9.� a
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N na nl6Ha One -Call Center
ME
a.
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Call before you 111(g.
R. Joy Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ren Casey Drive, Suite 101, Fort Mill, S.C.29708 P: (803) 8024799
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 R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE'J L T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering
rojei:Iserin bills
Section B Phase1
Drawing Title:
Storm #100 Profile
Project No. Drawing No.
2668
DWG File Name:
2668 -Storm Profile Sheets

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DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
N &4.t rw One -Call Center
Engineer:
J
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 802-1,799
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 Veal
'CARO''
ESS/p�L`�y�'''
SEAL �� o :�i=
®� o C--41684111111111
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CA Rq�
if ESs
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043341<�
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Project Manager Drawn
C. Bridges R. Hamaud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLEEdi LOP
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project: _
Whispering IIIc
Section B Phase 1
Dr�nwjng Title -
STORMitl-
#100 PROI L
Project No. tsr1'>i1-aiu.
2668
DWG File Narne:
2668 -Storm Profile Sheets S,Q_`,2

2/2/2018 Initial Submittal to City of Locust & NCDEQ
IV.d egg d" One -Call Center.
Engineer:
151
Know wha below.
Call before vou I
R. J®c Harris & Associates, Inc.
Engineering Land surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill; S.C. 29708 P: (803),802-1799
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
®®®®►►►iii911ill..
CA Role ®°a
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C.-
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& ASSN ®®e®®®
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CA Rod
°W
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9
043,341 V)
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Prix►'tlPlot Date
February 2, 2018
Client
DEPENDABLE DEV LOP E T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ill
Section B Phase
Dravvin Title:
STORM #101 IL
Project No. Drawing No.
2668
DING File Name:
2668 -Storm Profile Sheets
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2/2/2018 Initial Submittal to City of Locust & NCDEQ
IV.d egg d" One -Call Center.
Engineer:
151
Know wha below.
Call before vou I
R. J®c Harris & Associates, Inc.
Engineering Land surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill; S.C. 29708 P: (803),802-1799
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
®®®®►►►iii911ill..
CA Role ®°a
o SEAL
C.-
'.:S C-4168
& ASSN ®®e®®®
®1111111110►®
Engineer's Seal
®®®►►►►taaar�o`®
CA Rod
°W
�� oW SEAL
9
043,341 V)
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Prix►'tlPlot Date
February 2, 2018
Client
DEPENDABLE DEV LOP E T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ill
Section B Phase
Dravvin Title:
STORM #101 IL
Project No. Drawing No.
2668
DING File Name:
2668 -Storm Profile Sheets

Im
2/2/2018 Initial Submittal to City of Locust & NCDEO
- I I
N Crno�Lr,a One -Call Center
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying - Planning
Management
127 Ben 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.
®�®vein l l l CAR"'
SEAL
°o C-41680 t
ASS®G
EMEMMOM
"%J1111111111', 111
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043341 t
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
.; iont
DEPENDABLE DEVELOPMENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
Section B Phase 1
STORMDnuvjii�q Tide
#103 & STORM #104
PROFILES
Project No, Dr'wor, ity Flo,
2668
DW(3 File Narrne:
2668 -Storm Profile Sheets —
I
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Im
2/2/2018 Initial Submittal to City of Locust & NCDEO
- I I
N Crno�Lr,a One -Call Center
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying - Planning
Management
127 Ben 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.
®�®vein l l l CAR"'
SEAL
°o C-41680 t
ASS®G
EMEMMOM
"%J1111111111', 111
q°
°w SEAL �q
043341 t
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
.; iont
DEPENDABLE DEVELOPMENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
Section B Phase 1
STORMDnuvjii�q Tide
#103 & STORM #104
PROFILES
Project No, Dr'wor, ity Flo,
2668
DW(3 File Narrne:
2668 -Storm Profile Sheets —

DATE I ISSUED FOR
2/2./2018 Initial Submittal to City of Locust & NCDEO
N" a"We a a One -Call Center
Engineer:
R. Joe Harris & Associates,
0
t:'
Engineering • band Surveying - Planning
Management
127 Ben 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.
®® ®®lHICAIRI® ®®
Corr, SEAL°U
®n® C -4168a
W
jS& ASS®
°,.�GP°®®
®/l/!hill""
Engineer's Seal
CAR)
o' °F4 y0° y'�®
FESS
W SEALo
043341>
'
ER V, to�°°®®
Fct Manager Drawn
Bridges R. H
amoud
Manager Checked
P. Murphy T. Kelley
PrintlPlot Date
February 2, 2018
Client
DEPENDABLEEV'EL ENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase
Drawing Tlii:
STORMSTORM #105 & STORM
#107
STORM#108 PROFILES
Project N% Drawing No.
2668
DWG File Name:
2668 -Storm Profile Sheets
i
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DATE I ISSUED FOR
2/2./2018 Initial Submittal to City of Locust & NCDEO
N" a"We a a One -Call Center
Engineer:
R. Joe Harris & Associates,
0
t:'
Engineering • band Surveying - Planning
Management
127 Ben 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.
®® ®®lHICAIRI® ®®
Corr, SEAL°U
®n® C -4168a
W
jS& ASS®
°,.�GP°®®
®/l/!hill""
Engineer's Seal
CAR)
o' °F4 y0° y'�®
FESS
W SEALo
043341>
'
ER V, to�°°®®
Fct Manager Drawn
Bridges R. H
amoud
Manager Checked
P. Murphy T. Kelley
PrintlPlot Date
February 2, 2018
Client
DEPENDABLEEV'EL ENT
2649 BREKONRIDOE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase
Drawing Tlii:
STORMSTORM #105 & STORM
#107
STORM#108 PROFILES
Project N% Drawing No.
2668
DWG File Name:
2668 -Storm Profile Sheets

DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEO
N 24.dL.aOne-Call Center
Engineer;
REV
a.
Know whars be'
Callbef ore you d'19.
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 [Sen 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 Seal
w
SEAL
— '=
=wiz —.9
C-4168 —
,s& ASS,®,.`
Engineer's Seal
CA
j�o`
ESs���'ro®
ti
V SEAL �o
043341 ,tet w E
ER' ®®®
Project Manager Dra+roti
C. Bridges R. Hamoud
Department Manage, Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
r�l�alac, -
WhisperingRids
Section B Phase
%raviiiing $ i7
Storm 109 & Storm #110
Storm 111 Profiles
Project No. Drawing No.
2668
2668 -Storm Profile Sheets
i
i
7L
STORM
#106
Proffieft.
STORM
#11
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STORM
#11
rofile%
-680 ----
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DATE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEO
N 24.dL.aOne-Call Center
Engineer;
REV
a.
Know whars be'
Callbef ore you d'19.
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 [Sen 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 Seal
w
SEAL
— '=
=wiz —.9
C-4168 —
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Engineer's Seal
CA
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043341 ,tet w E
ER' ®®®
Project Manager Dra+roti
C. Bridges R. Hamoud
Department Manage, Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
r�l�alac, -
WhisperingRids
Section B Phase
%raviiiing $ i7
Storm 109 & Storm #110
Storm 111 Profiles
Project No. Drawing No.
2668
2668 -Storm Profile Sheets

DA,rE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
NmV e"d,,4.a One -Call Center
��owwharsbelow.
beforeCall you
0
R. Joe Harris & Associates, Inc.
Engineering Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
A
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.
®®0ee11111111®/®®
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n'° 043341,�=o C) 1
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
a-�01e c :
WhisperingIlls
Section B Phase 1
Drat #200 Profile
Project No. Drawing o.
2668
DWG Pile Name
2668 -Storm Profile Sheets
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DA,rE I ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ
NmV e"d,,4.a One -Call Center
��owwharsbelow.
beforeCall you
0
R. Joe Harris & Associates, Inc.
Engineering Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
A
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.
®®0ee11111111®/®®
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° rn SEAL c° ° ,
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�OS po`
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oW SEAL Zo
n'° 043341,�=o C) 1
e
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
a-�01e c :
WhisperingIlls
Section B Phase 1
Drat #200 Profile
Project No. Drawing o.
2668
DWG Pile Name
2668 -Storm Profile Sheets

DATE I ISSUED FOR
21212018 initial Submittal to City of Locust & NCDEQ
Icy-,
N -a 04uA%w One -Call Center
Eng
imer—
R_V
0
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying ® Planning
Management
127 Ben Casey give, Suite 101, Fort Mill, S.C. 29708 Y: [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 Seal
Engineer's Seal
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
P ro,Jet; :
Whispering Dills
Section B Phase 1
Drawing Title:
STORM #200 IL
s (oj .ct Not Drawing No.
2668
DWQ File Name:
2668 -Storm Profile Sheets
1�::)TORM
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1 inch = 4 -ft.
DATE I ISSUED FOR
21212018 initial Submittal to City of Locust & NCDEQ
Icy-,
N -a 04uA%w One -Call Center
Eng
imer—
R_V
0
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying ® Planning
Management
127 Ben Casey give, Suite 101, Fort Mill, S.C. 29708 Y: [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 Seal
Engineer's Seal
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
P ro,Jet; :
Whispering Dills
Section B Phase 1
Drawing Title:
STORM #200 IL
s (oj .ct Not Drawing No.
2668
DWQ File Name:
2668 -Storm Profile Sheets

FUE
2/2/2018 Initial Submittal to City or Locust & NCDEQ
Naze? e"af'" One -Call Center
sum
R. Joe Harris is
Associates, Inc -
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: (803) 802.1.799
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
ee�s9aUa�ezn�oo
CA1O0/
ES S/0
ate, SEAL zee=
® o o C-4168 qi;gt 14
CV
Engineer's Seal
CARO
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0 °°°
pHER'R ® ®®
project Manager Drawn
C. Bridges R. Hameud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DV LOP T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering IIIc
Section Phase
Dr, 1ving fl'k�a
STORM #201 & STORM
STORM #203
PROFILES
Proj"C'i Pio. Drawing No.
2668 _
DWG File Name:
266E -Storm Profile Sheets S
T_
r
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STORM #2001
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1
FUE
2/2/2018 Initial Submittal to City or Locust & NCDEQ
Naze? e"af'" One -Call Center
sum
R. Joe Harris is
Associates, Inc -
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: (803) 802.1.799
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
ee�s9aUa�ezn�oo
CA1O0/
ES S/0
ate, SEAL zee=
® o o C-4168 qi;gt 14
CV
Engineer's Seal
CARO
4 9l�
mWSEALo
0 v
043341 zo O
0 °°°
pHER'R ® ®®
project Manager Drawn
C. Bridges R. Hameud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DV LOP T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering IIIc
Section Phase
Dr, 1ving fl'k�a
STORM #201 & STORM
STORM #203
PROFILES
Proj"C'i Pio. Drawing No.
2668 _
DWG File Name:
266E -Storm Profile Sheets S

REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ
I
Awl 044,1" One -Call Center
a.
Know below.
Call before you dig.
R. Joe Harris & Associates, Inc.
Engineering Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 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 Seal
Engineer's Seal
0 %%J111111111
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4,
,®.® �\O°Q�pEESsj'-,��'.,®
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9' °W� SEAL T -i
o C -4168x°
9-1)a 043341
ar�aaastoe�
®�uaa'a,as1
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEV L P N
2649 BREKONRIDGE CENTRE DR, SUITE 104
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering erin ills
Section B Phase 1
Drawing Title:
Contentment rive
Project No. ",eta.
2668
DWG File Name:
2668 -Road Profiles

1 O �_
z4�
W Co W
---- -680--W lLLJ
U
-1.00%
C13#140 C #116 C3#118
NV P616"12± 10 .54 LF --1511 RCP 0.50%
PROP. 1�" RCP
EXISTING GRADE �/ INV = 66 .50± C13#11
l
CB#139 Ri✓p l`^i2r$%
C13 #113
o LF -15
PROPOSED GRADE r 230
3g0
—669
- f - - --
PROP. 15" RCP
CB #1'38 CP @ 3 2 INV = 659.90±
OI�'15a R CB #112
_ 1g2
DATE I ISSUED FOR IFI Er- aV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
lk. Joe Harris & Associates,
Engineering Land Surveying - Planning
Management
t27 Ben 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
001111111111j®
CARO
CA RO
°°°°°°
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m SEAL z /` °� SEAL �o
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C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley _
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: (704) 2381229
Whispering Edits
Section B Phase 1
Draliving
Contentment rive
Project No. Drawing No.
2668
DWG File Name.
2668 -Road Profiles

DATE I ISSUED FOR F1EV
2/2/2018 Initial Submittal to City of Locust 8: NCDEQ 0
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690 -- HIGH PT. STA: 1+80.86 -
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to �o HIGH PT ELEV: 663.68
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K: 2 .42
EXISTING GRA E LOW PT. STA: 6+48.80 LVC: 120.00
LOW PT ELEV. 660.84 o u> o to
- - - _ - - -PVFS7A 6+25:00 - o c -i o oNq - LOW PT. SliA: 10+76.12
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R. o. Harris * Associates,
Engineering ® Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mir, S.C.29708 P: (803) 8021799
raw.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."
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase 1
Drawing Title: —
'roserous Path
Project No. Drawing 0.
2668
DWG File NaITIG:
Li
2668 -Road Profiles

ATE I ISSUED FOR REV
2!212018 Initial Submittal to City of Locust & NCCEO 0
B #202 .2 9q 0
C13#129
76.01 LF - 30"RCP 0.50%
PR P. 15" RCP
PROP. 30" RCP INV = 648.27±
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Y `FILE
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Engineering - Land Surveying Planning
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127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjoeharris.corgi
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.
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley _
Print/Plot bate
February 2, 2018
Ghent
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
pro pet:
Whispering !dills
Section B Phase °l
Drawing Title -
Comfort Way
Project No. Drawing No.
2668
DWG File Name:
2668 -Road Profiles

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HIGH PT. STA: 3+44.72 d -
HIGH PT E EV: 652.25 z I j -
U PVI STA 3+50.00 W U)w
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- —� j 3 - — --- — -- ---- -- HIGH-PT-Sl�A 8+62.50
W LVC: 00.00 HIGH PT E! EV: 650.03
PVI STA 9+00 00
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00 °? of �O oo °° LOW PT. STA: 6+65.00
o tip h- LL o to LOW PT E �EV: 648.54 K: 37.50
tY) w W 0 til PVI STA 6+50.00 LVC: 50.00
U Ur o U U PVI ELE : 648.09
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PROP. 24" RCP 119.70 LF
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INV = 644.28±
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2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
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DATE I ISSUED FOR IREV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
Harrislk. Joe r
Associates, Inc.
Engineering • Land Surveying - Planning
Management
1_17 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
it
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase
Drawing Title:
Gentle end Cove
Project No, Na.
2668
DWG File Narne:
2668 -Road Profiles
HOR.
SCALE:
10-00
40
0 20 40
19
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1 inch
= 40ft.
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SCALE:
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Harrislk. Joe r
Associates, Inc.
Engineering • Land Surveying - Planning
Management
1_17 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
it
CA
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)1 C-4168 /� 043341 z°
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase
Drawing Title:
Gentle end Cove
Project No, Na.
2668
DWG File Narne:
2668 -Road Profiles

DATE ISSUED FOR � REV
212/2018 Initial Submittal to City of Locust & NCDEQ 0
R. J®e Harris & Associates, Inc,
Engineering ® Land Surveying ® Planning
Management
127 Beu Casey Drive, Suite 101, FortNIM, 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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CA
CA
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Project Manager
Drawn
C. Bridges
R. Hamoud
Department Manager
Checked
P. Murphy
T. Kelley
PrintlPtot Daie
February 2, 2018
Clint
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Dills
Section Phase 1 & 2
Drawing Title:
Babbling Brook Lane
Project No.
Drawing No.
2668
P-
DWG File dame:
2668 -Road Profiles

DATE I ISSUED FOR
I
2/2/2018 Initial Submittal to City of Locust & NCDEQ
0
Is.
Know below.
Call before .r o dig.
R. J®e Farris & Associates, Inc.
Engineering - Land Surveying ® Planning
Management
127 Be❑ Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [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 Seal
e®1ttuioort'IIII
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Ss1O�°y
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Project Manager
Drawn
C. Bridges
R. Hamoud
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOP T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section Phase
Drawing Tale:
Overall Utility Plan
Project No.
Drawing No.
2668
DWO File Name:
2668 Plan
P-1
-Sanitary Sewer

I I i i�
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220 LF 8' PVC SS \
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RIM: 625.54
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Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 SREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
> aJect:
Whispering Hills
Section B Phase 1
Sewer Plan & Profile
Line -1
Project No, Drawing No.
2668
DWG File Name:
2668 -Sanitary Sewer Plan

! � � I rrc�r. o a rcc.r PRQP. 'fl'
INV = 653.'L9± IN 601-
PROP.
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INV = 651.69± -ago LO
-- 650 -P-RQP—a0!-RGP ®_
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2849 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
WhisperingHills
Section Phase 1
Drawing Title:
Sewer Plan & Profile
Lire -
Project No. Drawing No.
2668
DWG File Name:
2668 Sanitary Sewer Plan —

DATE I ISSUED FOR I REV
2/2/2015 Initial Submittal to City of Locust & NCDEQ 0
I > I 01) I I I / a A DEPTH
LO 00
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GRAPHIC SCALE I I I , 234
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❑O !n I r I I I i 1 1 t27 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
DIP o-3( IN FEET) I
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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
-- 68-_ — ---- — — -- — having jurisdiction.
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C. Bridges R. Hameud
91�I Department Manager Checked
PROP. 15" RCP pFz35 @3 P. Murphy T. Kelley
I G 5 Print/Plot Date
co LO INV = 666.02± „ Q
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o __
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(D DEPENDABLE DEVELOPMENT
0 2649 BREKONRIDGE CENTRE DR, SUITE 10
X MONROE, NORTH CAROLINA 23110
_? — P: [phone]
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Section B Phase 1

.,+
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-- -- - INV = 644.28± _ - — $"
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267.52 LF - 8" PVC SDR 35 @
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Project Manager 0rayin
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT, Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE V L P ENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase 11
Dravvin s Me:
Sewer Plan & Profile
Lire -4
Project No. Drawing No. --
2668
DWG File Marne:
2668 -Sanitary Sewer Plan UP—
0+00
1+00
2+00
3
00 3+21.98
HOR.
SCALE:
,
40
0 20 40
= 40ft.
1 inch
L
VER.
SCALE:
4
0 2 4
�i
1 inch
= 4ft.
Project Manager 0rayin
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy IT, Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE V L P ENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase 11
Dravvin s Me:
Sewer Plan & Profile
Lire -4
Project No. Drawing No. --
2668
DWG File Marne:
2668 -Sanitary Sewer Plan UP—

REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
jVactg%val'.s.E One -Call Center
R. Joe arris & Associates, Inc.
Engineering ®Land Surveying • Planning
Management
127 Ben 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 Seal Engineer's Seal
a®yaan> � u►���� `o%J%%J1a nors®���
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRI®GE CENTRE ®R, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
:"s�Ja�x�1i
Whispering ills
Section tease 1
Drawing Title: --- - - —
Water ain Profile
Prosperous Path
Protect No. Drawing No.
2668
DWG Pile Name:
2668 -Water Profile UP —

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INV = 665.83± ~�
106 LF 8" PVC C90 (DR -18)
WA ERMAIN
--- 660-- —
234 LF 8" 'PVC C900 (DR -18)
WATERMAIN
3+00
DATE ISSUED FOR I REV
2/2/2018 Initial Submitral to City of Locust & NCDEQ 0
373 LF 8" PVC C900 (E R-18)
WATE MAIN
0 5+�00
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 Sea[ Engineer's Sea!
CARNI CARp�
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Proje, .
Whispering ills
Section Phase
Dray'/in Title:
Water Main Profile
Contentment Drive
Project No. Drawing No.
2668
DWG File Narne:
2668 -Water Profile
6+00
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 Sea[ Engineer's Sea!
CARNI CARp�
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Proje, .
Whispering ills
Section Phase
Dray'/in Title:
Water Main Profile
Contentment Drive
Project No. Drawing No.
2668
DWG File Narne:
2668 -Water Profile

DATE ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
'Know what's belOW.
JV-0nta d"ot4.4 One -Call Center Call beforeu dig.
Engineer:
--630-
325 LF 8" PVC C900 ()R-1 8)
WATE MAIN
185LFI 8" PVC C900 (DR-18� ---- -- -- — -- — —
WATERMAI 260 Lff 2" PVC SDR 21
(200 P 1) WATERMAIN
PROP. 8" PVC
8 -ho 9+00 10+00 11-00 12+00 13+00 14+00 15-00 16--00 16-70.69
HOR, SCA E:
40 0 20
VER. SCALE:
4 0 2
1 inch = Oft.
Mx. Joe Harris & Associates, I ct
Engineering - band Surveying • Planning
Management
127 Ben 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
011111ru11i� ,00111111111111 1
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B Phase1
Drawing Title: --
Water Main Profile
Contentment Drive
Project No. Drawing No.
2668
DWG Fila Name:
2668 -Water Profile
T
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DATE ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
'Know what's belOW.
JV-0nta d"ot4.4 One -Call Center Call beforeu dig.
Engineer:
--630-
325 LF 8" PVC C900 ()R-1 8)
WATE MAIN
185LFI 8" PVC C900 (DR-18� ---- -- -- — -- — —
WATERMAI 260 Lff 2" PVC SDR 21
(200 P 1) WATERMAIN
PROP. 8" PVC
8 -ho 9+00 10+00 11-00 12+00 13+00 14+00 15-00 16--00 16-70.69
HOR, SCA E:
40 0 20
VER. SCALE:
4 0 2
1 inch = Oft.
Mx. Joe Harris & Associates, I ct
Engineering - band Surveying • Planning
Management
127 Ben 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
011111ru11i� ,00111111111111 1
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B Phase1
Drawing Title: --
Water Main Profile
Contentment Drive
Project No. Drawing No.
2668
DWG Fila Name:
2668 -Water Profile
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DATE ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
'Know what's belOW.
JV-0nta d"ot4.4 One -Call Center Call beforeu dig.
Engineer:
--630-
325 LF 8" PVC C900 ()R-1 8)
WATE MAIN
185LFI 8" PVC C900 (DR-18� ---- -- -- — -- — —
WATERMAI 260 Lff 2" PVC SDR 21
(200 P 1) WATERMAIN
PROP. 8" PVC
8 -ho 9+00 10+00 11-00 12+00 13+00 14+00 15-00 16--00 16-70.69
HOR, SCA E:
40 0 20
VER. SCALE:
4 0 2
1 inch = Oft.
Mx. Joe Harris & Associates, I ct
Engineering - band Surveying • Planning
Management
127 Ben 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
011111ru11i� ,00111111111111 1
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ESS/Q °e° �9 moi✓ `� �� j pf ESS/®°
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l»tison�ra / ,
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering ills
Section B Phase1
Drawing Title: --
Water Main Profile
Contentment Drive
Project No. Drawing No.
2668
DWG Fila Name:
2668 -Water Profile

HOR. SCALE:
40 0 20
liuc-fz -CJft.
VER. SCALE:
4 0 2
1 inch = 4ft.
ATE ISSUED OR REV
21212018 Initial Submittal to City of Locust & NODE«
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Foil 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
X19111 U//!� 11111111///
CARS''%, ,.�`'�N CARo''
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®� C-4168��' 043341 ,zm w
Project Manager Drawn
C. Bridges R. Hamoud
Department manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B Phase 1
Drawing Tive.
Water Main Profile
Comfort Way
Project No. Drawing No.
2668
DWG File Name:
2668 -Water Profile U m
F -
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HOR. SCALE:
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liuc-fz -CJft.
VER. SCALE:
4 0 2
1 inch = 4ft.
ATE ISSUED OR REV
21212018 Initial Submittal to City of Locust & NODE«
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Foil 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
X19111 U//!� 11111111///
CARS''%, ,.�`'�N CARo''
8
SEAL o- SEAL
®� C-4168��' 043341 ,zm w
Project Manager Drawn
C. Bridges R. Hamoud
Department manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Hills
Section B Phase 1
Drawing Tive.
Water Main Profile
Comfort Way
Project No. Drawing No.
2668
DWG File Name:
2668 -Water Profile U m

DATE ISSUED FOR
2/2/2018 Initial Submittal to City of Locust & NCDEO
H1H, r
a
all
N CwoC«Ha One -Call Center
f 5
below.
Call before :} g
I" t
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,et�iAa®e®a,, ®e.1tanias1r,r,®
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Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/blot Date
February 2, 2018
Client
DEPENDABLE V LOP ENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering Mills
Section B Phase 1
Drawing Title:
Water Main Profile
Gentle Bend Cove
Project No. Drawing No.
2668
DVIG File Name:
2668 -Water Profile U ®1

V
2/2/2918 Initial Submittal to City of Locust & NCDEQ
r
IV -a 04u&o a One -Cali Center
IE1
1 ;
Know belOW.
Call before you dig.
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
®®`%01111'11111®®'+,�® ®®`®,®e®rnaoAeAa�®o'®,�
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C. Bridges
•
Department Manager
CheckedI
P Murphy
Print/Plot Date
elo
Client
DEPENDABLE
DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 14,
MONROE, NORTH CAROLINA 28110
Project:
Whispering Hills
Section B Phase 1
Drawing Title:
Water Main Profile
Babblinrl Brook Lane
Project No. Drawing No.
2668
DWG File Dame:
2668 -Water Profile

OP 6`, 1009* STANDARD
PROCTOR
COMPACTED l` SLOPE OR
C3 ad� 86"cIAYERS 7 / OSHAAING PER
'j,` 95 TANDA
PROCTOR Rp/
« \
N
r �
CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2'7
2' MIN, HAND
EXCAVATION
6" MIN
s" MAx
NOTES
1, FOR USE WITH ALL DIP, RCP AND VCP UNLESS CONDMONS 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. 16' 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.
I. 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.
DRAWNBY: SCU
DATE: 112004 TYKE I BEDDING ,
DWG. NO.. W-1
APPROVED BY: IDD �13tanly County Public Utilities
VARIES VARIES
AS DIRECTED AS DIRECTED a®
tai
PUMPER NOZZLE
TO FACE STREET „r
AT 90°
18"x1B"x8"
CONCRETE
VALVE
RING
VALVE BOX
z
112 CY MIN.
6" GATE o NO.67 ONE
DUCTILE IRON MJ VALVE
TEE W/6" ,O
OR HYDRANT TEE 6"0 DIP PIPE
VC v
OkS
ri 6" MIN. \>
\ PROVIDE TWO
3/4"0 RODS
THREADED AT
ENDS (INC. NUTS)
EQUALLY SPACED
AROUND PIPE
BETWEEN ALL
MECHANICAL
JOINT FITTINGS
T- BOLTS
PIPE PIPE FLANGE.
314"0 TIE 80L7
Q 314.0 TIE BOLT NUT
314.0 ROUND WASHER
`./ 314.0 THREADED ROD
(COATED WITH COAL TAR)
HARNESS DETAIL
(MINA EACH/HYD)
DRAWN BY: SCI,!
DATE: 1/2004 FIRE HYDRANT
DWG. NO.: W-6
APPROVED BY: DD Stanly County Public Utilities
TOP 5' — 10OX STANDARD PROCTOR
SLOPE OR SHORING
PER OSHA,
COMPACTED BACKFILL —IN 6'
PROCTOR, STANDARD
12 MIN. CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
AGGREGATE NO. 67
BEDDING --1/2 PIPE O.D.
acl J—LBELOW PIPE (MIN, 6') AND
UP TO PIPE MIDPOINT
6' �OG�ic�'bot
MIN
T _2aj
6'MIN
9" MAX
..f39.TE3:
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 6' LONG.
BEGIN SIDE SLOPE, IF USED, APPROXI 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 13ACKFILL MATERIAL, AND 95% AT GREATER THAN 6'
BELOW GRADE,
TYKE 11 BEDDING
Stanly County Public Utilities
M.J. PLUG GATE VALVE�% HYDRANT
W/ ANCHOR ROD /
�x MAIN
PLAN
ung.
FROM FIRE HYDRANT v ..a %W V r
WASHED STONE
DRAWN BY: SCU
DATE: 1/2004 DEAD END CONDITION
DWG. NO.: W-8
APPROVED BY: I DD Stanly County Public utilities
DRAWN BY: SCU
x000
DATE:
1/2004
DWG. NO.:
W-2
APPROVED BY:
DD
TOP 5' — 10OX STANDARD PROCTOR
SLOPE OR SHORING
PER OSHA,
COMPACTED BACKFILL —IN 6'
PROCTOR, STANDARD
12 MIN. CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
AGGREGATE NO. 67
BEDDING --1/2 PIPE O.D.
acl J—LBELOW PIPE (MIN, 6') AND
UP TO PIPE MIDPOINT
6' �OG�ic�'bot
MIN
T _2aj
6'MIN
9" MAX
..f39.TE3:
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 6' LONG.
BEGIN SIDE SLOPE, IF USED, APPROXI 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 13ACKFILL MATERIAL, AND 95% AT GREATER THAN 6'
BELOW GRADE,
TYKE 11 BEDDING
Stanly County Public Utilities
M.J. PLUG GATE VALVE�% HYDRANT
W/ ANCHOR ROD /
�x MAIN
PLAN
ung.
FROM FIRE HYDRANT v ..a %W V r
WASHED STONE
DRAWN BY: SCU
DATE: 1/2004 DEAD END CONDITION
DWG. NO.: W-8
APPROVED BY: I DD 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) �:o RING (TYP) /
-GRADE GRADE
qnr!!�_PLUG PLUG
COUPLING COUPLING
ADJUSTABLE ADJUSTABLE
VALVE BOX VALVE BOX
-CHECK CHECK
11 VALVE VALVE
GALV
SOH 80
THREADED
BRONZE
TAPPING SADDLE WATER LINE'
(SEE NOTE 4) UNI—FLANGE GALV
WATER
& RODS SCH SO
MAIN
+ WATER
MAN
THREADED LONG RADIUS ,ELBOW
BRONZE WATER LINE FOR FILL SECTIONS
RESILIENT SEAT,
ONLY
EPDXY COATED, '-61! PLUG W/
THREADED GATE THREADED
VALVE TAP RESILIENT SEAT,
EPDXY COATED,
LONG RADIUS ELBOW THREADED GATE
FOR FILL SECTIONS VALVE
ONLY
NOTES:
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.
***NOTE***
DRAWN BY: SCU ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DATE: 112004 2j1 & 4" BLOWOFF DAMAGE PREVENTION ACT, ALL
DWG. NO.: W-9 UNDERGROUND FACILITIES ARE
APPROVED BY: DD Stanly County Public Utilities REQUIREDTO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
Rx.
. . Harris & Associates, Inc.
Engineering ® Land Surveying - Planning
Management
127 [Sen Casey Drive, Suite 1.01, Fort Mill, S.C. 29708 P: [phone]
www.rjoe'l-larris.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
0. 01111 � u0 1►n! 1111,111
CA RO
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FE'Y SS/�q e° 9���� ®1�d°-joJESSip'A
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I roject %1arlager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEV LO NT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering dills
Section B Phase 1
Drawing Title: - Water Details
til
Project No. Drawing N0. --
2668
DWO Flip Name
2668 -Water & Sewer Details UP-J,3j
x000
PIPE
0 D.
TOP 6", 100% STANDARD
MIN. MIN, PROCTOR
COMPACTED BACKFILL IN 6"I
LAYERS, 959. STANDARD
PROCTOR
SLOPE OR SHORING PER OSHA
i TOP OF ROCK
NO.67 STONE
1/4 PIPE O.D.
BELOW PIPE (MIN, 6")
AND MIN, OF 6"
/ OVER TOP OF PIPE
"TYPE 111"
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.
SVPPORT.OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND S' LONG,
BEGIN SIDE SLOPE, IF USED, APPROX. 133" 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,
DRAWN BY: SCU
DATE: 1/2004 TYPE III BEDDING
DWG. NO: W-3
APPROVED BY: DD Manly 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) �:o RING (TYP) /
-GRADE GRADE
qnr!!�_PLUG PLUG
COUPLING COUPLING
ADJUSTABLE ADJUSTABLE
VALVE BOX VALVE BOX
-CHECK CHECK
11 VALVE VALVE
GALV
SOH 80
THREADED
BRONZE
TAPPING SADDLE WATER LINE'
(SEE NOTE 4) UNI—FLANGE GALV
WATER
& RODS SCH SO
MAIN
+ WATER
MAN
THREADED LONG RADIUS ,ELBOW
BRONZE WATER LINE FOR FILL SECTIONS
RESILIENT SEAT,
ONLY
EPDXY COATED, '-61! PLUG W/
THREADED GATE THREADED
VALVE TAP RESILIENT SEAT,
EPDXY COATED,
LONG RADIUS ELBOW THREADED GATE
FOR FILL SECTIONS VALVE
ONLY
NOTES:
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.
***NOTE***
DRAWN BY: SCU ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DATE: 112004 2j1 & 4" BLOWOFF DAMAGE PREVENTION ACT, ALL
DWG. NO.: W-9 UNDERGROUND FACILITIES ARE
APPROVED BY: DD Stanly County Public Utilities REQUIREDTO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
Rx.
. . Harris & Associates, Inc.
Engineering ® Land Surveying - Planning
Management
127 [Sen Casey Drive, Suite 1.01, Fort Mill, S.C. 29708 P: [phone]
www.rjoe'l-larris.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
0. 01111 � u0 1►n! 1111,111
CA RO
CARO
FE'Y SS/�q e° 9���� ®1�d°-joJESSip'A
® o i o Q Y
9<
a M SEALz> °W SEAL
®c, o � C-4168 �' ; ' 043341
o °° SFR SVQ�Q ti^�"'
'o>®14�1 /S,C�C AcJ'r®`'so®11NC R®®e®o®`o
I roject %1arlager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEV LO NT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering dills
Section B Phase 1
Drawing Title: - Water Details
til
Project No. Drawing N0. --
2668
DWO Flip Name
2668 -Water & Sewer Details UP-J,3j

UNDISTURBED
EARTH - -
W 121;/ CLASS A
3000 PSI
16o CONCRETE
ArtI. cv
N
* FOR DESIGN PRESSURE -200 PSI
TYPICAL SECTION SIZE SCHEDULE
TEE OR SEND
1/2 L 1 1/2 L CLASS A CLASS A r,�C
3000 PSI 3000 PSI
CONCRETE CONCRETE
_6 UNDISTURBED UNDISTURBED
C14 EARTH EART
UNDISTURBED
EARTH
CONCRETE THRUST BLOCK SCHEDULE
SCU
PIPE
SIZE
90 TEE
45°
BEND
22°
11 °
W-14
INCHES
H
L
I
L
H
L
H
L
2"
.75'
1:5'
50'
1.0'
.50'
.75'
.50'
.50'
4"
13.
30'
1.0'
2.5'
-1.0'
13
1.0'
1.0'.
6"
2.0'
4.0'
1.5'
3.5'
1.0'
3.0'
1.0'
1.5'
8"
2.5'
5.0' 1
2.5' 1
4,0'
1.5' 1
3.5'
1.0' 1
2.5'
10"
3.0'
63 1
2.5' 1
5.0'
2.0'
4.0'
1.0' 1
3.0'
12"
3.5'
8.0'
3.0' 1
5.0-1
25,1
5.0'1.5'
3.5'
* FOR DESIGN PRESSURE -200 PSI
TYPICAL SECTION SIZE SCHEDULE
TEE OR SEND
1/2 L 1 1/2 L CLASS A CLASS A r,�C
3000 PSI 3000 PSI
CONCRETE CONCRETE
_6 UNDISTURBED UNDISTURBED
C14 EARTH EART
UNDISTURBED
EARTH
CL BOX R/W
PUBLIC PRIVATE
BIGHT PROPERTY
CURB & GUTTER 5 OF WAY
OR EDGE OF PAVEMENT
4t4,�4
WATER MAIN w
3
1
3/4 1.,
Q BRASS TAPPING SADDLE - FORD 5-70-203 FORD S-70-203
REQUIRED FOR TAPS
ON ALL EXISTING 2"
PWC & 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 VHH72-7W48-33 FORD VHH74-IOW-48-44
4
METER- HERSEY WITH ITRON REMOTE READ MODULE
METER BOX - IN GRASS: BROOKS 1419 -18" DEEP
W/ CAST IRON METER IN SIDEWALKS: BROOKS 37H - 12" DEEP W112" EXTENSION
READING LID IN TRAFFIC AREAS (WITH APPROVAL) BROOKS - TRAFFIC
CHECK VALVE - INTEGRAL WITH SETTER
(_1 TEMPORARY BRASS PLUG - FOR SERVICES NOT TO BE IMMEDIATELY CONNECTED
ALL ITEMS AS SPECIFIED OR APPROVED EQUAL
DRAWN BY: SCU
DATE: 112004 SERVICE CONNECTION
DWG. NO.: W-19
APPROVED BY: DD Stanly County Public Utilities
SANITARY
SEWER UNDER)
MAIN R (OVER)
�Wn TER
SEE WATER
NOTE MAIN
SANITARY SEWER 101 011 SANITARY
MIN SEWER
2' 011
_III
z SANITARY
I= 1 SEE NOTE SEWER (OVER)
WATER
MAIN L I
wATe�EMIAAiN
SANITARY
SEWER
N07E:
WHEN THE WATER MAIN IS ABOVE 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
DWG. NO.: W-24
APPROVED BY: I DD Stanly County public Utilities
DRAWN BY:
SCU
10°®(j
DATE:
1/2004
DWG. NO.:
W-14
APPROVED BY:
DD
CL BOX R/W
PUBLIC PRIVATE
BIGHT PROPERTY
CURB & GUTTER 5 OF WAY
OR EDGE OF PAVEMENT
4t4,�4
WATER MAIN w
3
1
3/4 1.,
Q BRASS TAPPING SADDLE - FORD 5-70-203 FORD S-70-203
REQUIRED FOR TAPS
ON ALL EXISTING 2"
PWC & 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 VHH72-7W48-33 FORD VHH74-IOW-48-44
4
METER- HERSEY WITH ITRON REMOTE READ MODULE
METER BOX - IN GRASS: BROOKS 1419 -18" DEEP
W/ CAST IRON METER IN SIDEWALKS: BROOKS 37H - 12" DEEP W112" EXTENSION
READING LID IN TRAFFIC AREAS (WITH APPROVAL) BROOKS - TRAFFIC
CHECK VALVE - INTEGRAL WITH SETTER
(_1 TEMPORARY BRASS PLUG - FOR SERVICES NOT TO BE IMMEDIATELY CONNECTED
ALL ITEMS AS SPECIFIED OR APPROVED EQUAL
DRAWN BY: SCU
DATE: 112004 SERVICE CONNECTION
DWG. NO.: W-19
APPROVED BY: DD Stanly County Public Utilities
SANITARY
SEWER UNDER)
MAIN R (OVER)
�Wn TER
SEE WATER
NOTE MAIN
SANITARY SEWER 101 011 SANITARY
MIN SEWER
2' 011
_III
z SANITARY
I= 1 SEE NOTE SEWER (OVER)
WATER
MAIN L I
wATe�EMIAAiN
SANITARY
SEWER
N07E:
WHEN THE WATER MAIN IS ABOVE 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
DWG. NO.: W-24
APPROVED BY: I DD Stanly County public Utilities
NOTE. FOR VERTICAL BEND (DOWN)+°
10°®(j
6"x 6" HYDRANT TEE
IN EXCESS OF 11 Flo ANCHORAGE
> OR 6" GV (SEE PLANS) )-0.
M
� 18' JOINT 6" PIPE
0
Z
ELEVATION
SHALL BE AS DESIGNED BY
MIN,
m
AN ENGINEER.
m
77
TYPICAL CONCRETE THRUST
COLLAR. MIN. OF 12" INTO
CD
UNDISTURBED MATERIAL
_-
.P.
ALL AROUND.
TYPICAL BEND
TRENCH BOTTOM
ELEVATION
,\ \s
TRENCH
1'-0°'
TYPICAL CONCRETEOY
WIDTH
MIN.�Y
THRUST COLLAR. MIN.
\
OF 12° INTO
UNDISTURBED SOIL.
CL
RESTRAINED JOINT PIPE
MAY BE USED IN PLACE
�
OF THRUST COLLAR.
DRAWN BY: SCU
DATE:
1/2004
THRUST COLLAR
DWG. NO.:
W-17
APPROVED BY: DD Stately County Public Utilities
CL BOX R/W
PUBLIC PRIVATE
BIGHT PROPERTY
CURB & GUTTER 5 OF WAY
OR EDGE OF PAVEMENT
4t4,�4
WATER MAIN w
3
1
3/4 1.,
Q BRASS TAPPING SADDLE - FORD 5-70-203 FORD S-70-203
REQUIRED FOR TAPS
ON ALL EXISTING 2"
PWC & 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 VHH72-7W48-33 FORD VHH74-IOW-48-44
4
METER- HERSEY WITH ITRON REMOTE READ MODULE
METER BOX - IN GRASS: BROOKS 1419 -18" DEEP
W/ CAST IRON METER IN SIDEWALKS: BROOKS 37H - 12" DEEP W112" EXTENSION
READING LID IN TRAFFIC AREAS (WITH APPROVAL) BROOKS - TRAFFIC
CHECK VALVE - INTEGRAL WITH SETTER
(_1 TEMPORARY BRASS PLUG - FOR SERVICES NOT TO BE IMMEDIATELY CONNECTED
ALL ITEMS AS SPECIFIED OR APPROVED EQUAL
DRAWN BY: SCU
DATE: 112004 SERVICE CONNECTION
DWG. NO.: W-19
APPROVED BY: DD Stanly County Public Utilities
SANITARY
SEWER UNDER)
MAIN R (OVER)
�Wn TER
SEE WATER
NOTE MAIN
SANITARY SEWER 101 011 SANITARY
MIN SEWER
2' 011
_III
z SANITARY
I= 1 SEE NOTE SEWER (OVER)
WATER
MAIN L I
wATe�EMIAAiN
SANITARY
SEWER
N07E:
WHEN THE WATER MAIN IS ABOVE 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
DWG. NO.: W-24
APPROVED BY: I DD Stanly County public Utilities
GRADE
4-3/4"0 ANCHOR BOLTS
4'--6" LONG W/3" HOOK
BITUMASTIC COAT S-0" 1'-0"
6" MJ PLUG
(TAPPED FOR 2")
8"X2" BRASS nNIPPLE
a' .p: 'a.• .'A"• '.o•
0 c1
0
7o,
2" TRANSITION SLEEVE
d
6"x 6" HYDRANT TEE
> OR 6" GV (SEE PLANS) )-0.
M
� 18' JOINT 6" PIPE
0
Z
ELEVATION
z
0
m
75
m
77
CD
.P.
GRADE
4-3/4"0 ANCHOR BOLTS
4'--6" LONG W/3" HOOK
BITUMASTIC COAT S-0" 1'-0"
6" MJ PLUG
(TAPPED FOR 2")
8"X2" BRASS nNIPPLE
a' .p: 'a.• .'A"• '.o•
0 c1
0
7o,
2" TRANSITION SLEEVE
d
IIS
W
ca
1
4' -On
SECTION
4-3/4-0 ANCHOR BOLTS �
4'-6" LONG W/3" HOOK
81TUMASTIC COAT
6" MJ PLUG
6"x 6" HYDRANT TEE
> OR 6" GV (SEE PLANS) )-0.
� 18' JOINT 6" PIPE
ELEVATION
0
IIS
W
ca
1
4' -On
SECTION
4-3/4-0 ANCHOR BOLTS �
4'-6" LONG W/3" HOOK
81TUMASTIC COAT
6" MJ PLUG
r,i' I) 6"x 6" HYDRANT TEE
18' JOINT 6" PIPE
I
(igD
^ft,
DATE I ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
***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).
NEMW
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
®®0 o CA Rpt ®® ®®��N ° CA'/?o
FESS/p �y'•® .®co o�pVESSj,*°°,�y''•
O /ji ° °Q ti °
®� oz m SEAL �o
m SEAL m
C-4168 o f 043341 t)5 o 4
AYE
Project Manager Drawn
C. Bridges R. Ham®ud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase1
Drawing Title:
tr Details
Project No. Drawing No.
2668
DWG File Name:
®1 2668 -Water & Sewer Details
i�
77
r,i' I) 6"x 6" HYDRANT TEE
18' JOINT 6" PIPE
I
(igD
^ft,
DATE I ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
***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).
NEMW
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
®®0 o CA Rpt ®® ®®��N ° CA'/?o
FESS/p �y'•® .®co o�pVESSj,*°°,�y''•
O /ji ° °Q ti °
®� oz m SEAL �o
m SEAL m
C-4168 o f 043341 t)5 o 4
AYE
Project Manager Drawn
C. Bridges R. Ham®ud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering ills
Section B Phase1
Drawing Title:
tr Details
Project No. Drawing No.
2668
DWG File Name:
®1 2668 -Water & Sewer Details
i�

The following minimum separations shall be maintained
for sanitary sewer crossings:
t 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 & it 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 - ;
10) Surface Drainage ditches/ swimming pools - 10'. Ferrous 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.
DRAWN BY: SCU
DATE: 1/2004 PIPELINE SEPARATIONS
DWG. NO.: W-25
APPROVED BY: DD Staniv County Public Utilities
1188
VALVE BOX
COVER
PAVEMENT/ GRADE--".,!`
18" x 18" x 6"
COVER CONC. PAI]
STANDARD VALVE BOX
VALVE BOX NOT TO CONTACT
TOP SECTION WATER MAIN
OR VALVE
TAMPED BACKFIL/
BRICKS OR
OTHER SOLID
SUPPORT
USE: UNDER BOX 4
ADDITIONAL
VALVE BOXES
FOR EXTENSIONS
WATER MAI
SLIP-ON SOIL
PIPE GASKET
-0 ® r' 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 Sternly County Public Utilities
7 5/8"
7 318"
�I
DRAWN BY: SCU
DATE: 1/2004 VALVE BOX
DWG. NO.: W-31
APPROVED BY: DID Stanly County Public Utilities
DATE I ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
***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).
Engineering ®Land Surveying . Planning
Management
127 Bea 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
%N t
CAR o''s�., ®o®� CA %gip'''
ESS/0 °.
° yi®r 000�� Q°i�OF ES$jz 9�'.®
N.
® SEAL IE o SEAL Lo
a C-4168 fZ-z ° � ,9? ° 043341 -F
NG
g'i/lr��SciC A�S� e®° ` '/, PHErR,e
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEVELOPMENT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
Section B Phase
WWtvviltg T fle:
Water Details
Project No. Drawing No.
2668
DWG File Nage:
2668 -Water & Sewer Details —

_
I
II
0
0
BACKFILL MATERIAL BACKFILL MATERIAL
COMPACTED IN 6" LIFTS COMPACTED IN 6" LIFTS
i
\j/
CENTERLINE OF
/r
\� \ 12" MAX
\\\\
SEWER CAP, SPEARS
NOT ALLOWED IN tytyE Tio
EITHER QUADRANT AGO ySq 6" MINIMUM -°-
j � X/ 6" MIN12
I
PART # 4047-040 OR—
R
BACKFILL MATERIALj 6" MIN �� BACKFILL MATERIAL
COMPACTED IN 3" LIFTS, \\ GOMPACTEU IN 3" LIFTS
APPROVED
APPROVED EQUAL
i
STEPS �—
1
FORMED
l
\\
4" SCH 40
j
!
s'
!I
PVC OR D.I.P.
. no 14 C Q
UNDISTURBED UNDISTURBED
EARTH EARTH.
u
IN—LINE
SPEARS DISCONNECT
WYE` MATCHf.NG BODY, PART # SDC—.040
STANDARD EXCAVATION OVERCUT EXCAVATION
i
I J
Ei
v
MAIN LINE MATEMks, SEE
DUCTILE IRON GRAVITY SEWER
j >
K
F
NOTE 1.
BACKFILL MATERIAL
I
COMPACTED IN 6" LIFTS
.14 4
GRADE'n
\\ .y/
12 MAX_\\
a w
I
x ;
SPRING LINE OF .PIPE ��P• 6" MIN \�
a
'�
CID
I
MANHOLE
4" SGH 40
6" MIN \\
t^
PVC OR D.I.P.
CLASS/\
EMBEDMENT\
°zi ,' 0000 0 X00 0�0,D
D ON IOR AND
r,
UNDISTURBED
l
EARTH
a°
aP
p0A 0UNDISTURBED
STANDARD EXCAVATION
MIN, PIPE EMBEDMENT MATERIAL
_ '
PVC GRAVITY SEWER
+
BACKFILL MATERIAL BACKFILL MATERIAL
COMPACTED IN 6" LIFTS \� COMPACTED IN 6" LIFTS.\\
FOR FUTURE -°SERVICE. WHEN
a1,°.Qp ,pq, 'q D • p '., n ,'. y ALL EXTERNAL DROP
12" MAX\�/ 12" MAX
REST ON UNDISTURBED SOIL
REQUIRED BACKFLOW VALVES
SPRING LINE OF PIPE_ Dip• 6" MIN �� SPRING LINE OF PIPE F6" MIN
SHALL BE INSTALLED ON
r r r r MECHANICAL JOINTS
FULL LENGTH OF SERVICE
PORTION OF LATERAL TO BE
CLAss I / '6" MIN /\ CLASS I 6" MIN
EMBEDMENT \\
MAINTAINED BY PROPERTY
UNDISTURBED EARTH COMPACTED IN 6" LIFTS
EMBEDMENT
DEPTH/\
PROVIDE STONE BEDDING
4" SCHEDULE 4O PVC
SEWER ADAPTERS
INCREMENTS
UNDER WYE AND BEND
MAINTAIN MINIMUM OF 8" OF CLEARANCE BETWEEN DROP CONNECTION AND
\\
MANHOLE STEPS.
14 TAPPING SADDLES ARE +APPROVED FOR CONNECTIONS
UNDISTURBED FOUNDATION STONE FOR
EARTH. UNDERCUT EXCAVATION ONLY /
\r
TO EXISTING SEWER LINES ONLY
CONDITIONED WITH STONE AS REQUIRED BY SPECIFICATIONS
AS DIRECTED BY ENGINEER j
I
RUBBER BOOT STEPS AS SHAWN 5" BITUMINOUS SEALANT OR GASKET AND
OUTSIDEUKOPLL Hu'
3 R
W/ S.S. CLAMP THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
SAN ITARly-f SEWER SERVICE
DETAIL
IT LOCUST
UNDISTURBED
NORTH CAROLINA
01
STANDARD_ EXCAVATION EARTH UNDERCUT EXCAVATION
CITY OF LOCUST
i.
IN WET CONDITIONS IN UNSTABLE SOILS TYPES
PIPE IN WET OR UNSTABLE CONDITIONS
STH O CAROLINA
N ..
cust
;city it a u
ALL PIPE TYPES
SGAI. ;NTS
DATE; V`14, Z. 017
FIGIJ,RE:
(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.
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.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
I
i
i
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
l
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL
PRECAST MANHOLE NOTES:
'
I
F
TYPICAL GRAVITY SEWER TRE"CHING DEVILS
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER
4, IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED,
CITY OF LOCUST
'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.
NORTH CAROLINA
TE
0 C 11 cot
a city With a soul_
SCALE: NTS
DATE: x/30/2009
FIGURE:
AINHOLE DETAIL
DIDG ClAMMUENT MATERIAL
Y TAMPED
NHOI_E
STEPS
CASTIRON FRAME & COVER
I
-111--•
°
SECTION A—^A TEE MANHOLE STEPS
A A
1 1/2" s,rAINLESS
STEEL STRAPS 4
3' O.C. ANCHOR
L�1 `1L TO WALL v.
MIN.
INSIDE DROP PIPING SHALL
MATCH MATERIAL WITH
MANHOLE INLET PIPING
­ N
SPEARS SEWER 0(SCONNECT
i
0
0
CLEANOUT TYPICAL INSTALLATION
0
0
20'MAX. (U.O.N)'; 2' MAX.
CENTERLINE OF
INLET PIPING IS
SEWER CAP, SPEARS
NOT ALLOWED IN tytyE Tio
EITHER QUADRANT AGO ySq 6" MINIMUM -°-
/--NON-SHRINK GROUT WITHIN 1" OF TOP
��
I
PART # 4047-040 OR—
R
7C
APPROVED
APPROVED EQUAL
i
STEPS �—
1
FORMED
l
f
4" SCH 40
j
!
4
!I
PVC OR D.I.P.
. no 14 C Q
!
u
IN—LINE
SPEARS DISCONNECT
WYE` MATCHf.NG BODY, PART # SDC—.040
Q
i
I J
Ei
v
MAIN LINE MATEMks, SEE
PIPE
j >
K
F
NOTE 1.
LATERAL MIN:,
I
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
.14 4
GRADE'n
i uii
a w
x ;
BEND
a
'�
CID
I
MANHOLE
4" SGH 40
I
t^
PVC OR D.I.P.
1
°zi ,' 0000 0 X00 0�0,D
D ON IOR AND
r,
Q
l
-
i -- CONNECT TO EXISTING SEINER
a°
aP
p0A 0UNDISTURBED
SERVICE WITH TRANSITION
MIN, PIPE EMBEDMENT MATERIAL
_ '
COUPLING OR INSTALL PLUG
+
1"' MIN., BARREL OF'PIPE SHALL
FOR FUTURE -°SERVICE. WHEN
a1,°.Qp ,pq, 'q D • p '., n ,'. y ALL EXTERNAL DROP
BUT SHALL BE 1'-4" MIN. AND 4'-0" MAX.
REST ON UNDISTURBED SOIL
REQUIRED BACKFLOW VALVES
{
SHALL BE INSTALLED ON
r r r r MECHANICAL JOINTS
FULL LENGTH OF SERVICE
PORTION OF LATERAL TO BE
TRENCH SHALL. BE
MAINTAINED BY PROPERTY
UNDISTURBED EARTH COMPACTED IN 6" LIFTS
OWNER,
PROVIDE STONE BEDDING
4" SCHEDULE 4O PVC
SEWER ADAPTERS
- MANHOLE TO BE INSTALLED
UNDER WYE AND BEND
MAINTAIN MINIMUM OF 8" OF CLEARANCE BETWEEN DROP CONNECTION AND
NOTE;
MANHOLE STEPS.
14 TAPPING SADDLES ARE +APPROVED FOR CONNECTIONS
2, BASE FOUNDATION TO CONSTRUCTED LEVEL WITH EXISTING MATERIAL OR
TO EXISTING SEWER LINES ONLY
CONDITIONED WITH STONE AS REQUIRED BY SPECIFICATIONS
(
I
RUBBER BOOT STEPS AS SHAWN 5" BITUMINOUS SEALANT OR GASKET AND
OUTSIDEUKOPLL Hu'
3 R
W/ S.S. CLAMP THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
SAN ITARly-f SEWER SERVICE
DETAIL
IT LOCUST
INTERIOR JOINTS PLASTERED WITH MORTAR.
NORTH CAROLINA
01
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
CITY OF LOCUST
a city vvitll a sial::. SCALE: NTS DATE: 4/30/2009nt FIGURE:
F_
OUTLET PIPE. SEE INVERT DETAIL
STH O CAROLINA
N ..
cust
;city it a u
SGAI. ;NTS
DATE; V`14, Z. 017
FIGIJ,RE:
_ .
I
I
i
0
0
I
I
I
0
0
STANDARD OR WATERTIGHT MANHOLE
2'-0"
CENTERLINE OF
INLET PIPING IS
NOT ALLOWED IN tytyE Tio
EITHER QUADRANT AGO ySq 6" MINIMUM -°-
/--NON-SHRINK GROUT WITHIN 1" OF TOP
��
ADJOINING THE MANHOLE �ti� Yeo
OUTLET, l I
7C
MANHOLE �3 a
STEPS �—
NECESSARY TO BRING TOP OF RIM AND COVER
FORMED
TO GRADE. PLASTER INSIDE AND OUTSIDE OF
pq °. CLASS "B" CONCRETE
j
4
. no 14 C Q
Q
P,4
>.n
Q
° SEWER
PIPE
4
} VERTICAL HEIGHT WITH SUPPLIER BUT
a'o MANHOLE STEPS
SECTIONAL PLAN
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
.14 4
"p FLEXIBLE MANHOLE SLEEVE
li
x ;
�
STANDARD
CID
I
MANHOLE
N
w Z_
z
1
°zi ,' 0000 0 X00 0�0,D
D ON IOR AND
La z
ova 0.4 00
o`. (9LUcooN pD0K-
01 �V0000
1L�OO�40 Q
5
a°
aP
p0A 0UNDISTURBED
a
MIN, PIPE EMBEDMENT MATERIAL
_ '
.<,
2" c ,... .. CLASS "B" CONCRETE
q
1
117
w o MAY VARY IN VERTICAL HEIGHT WITH SUPPLIER
a1,°.Qp ,pq, 'q D • p '., n ,'. y ALL EXTERNAL DROP
BUT SHALL BE 1'-4" MIN. AND 4'-0" MAX.
PIPING SHALL BE
DUCTILE IRON WITH
r r r r MECHANICAL JOINTS
UNDISTURBED
SECTION H—H
NOTE:
I
1. DROP CONNECTION IS NOT PERMITTED FOR HIGH VELOCITY SEWER MAINS
- MANHOLE TO BE INSTALLED
MAINTAIN MINIMUM OF 8" OF CLEARANCE BETWEEN DROP CONNECTION AND
¢ IN VERTICAL ALIGNMENT
MANHOLE STEPS.
2, BASE FOUNDATION TO CONSTRUCTED LEVEL WITH EXISTING MATERIAL OR
CONDITIONED WITH STONE AS REQUIRED BY SPECIFICATIONS
(
I
RUBBER BOOT STEPS AS SHAWN 5" BITUMINOUS SEALANT OR GASKET AND
OUTSIDEUKOPLL Hu'
W/ S.S. CLAMP THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
IT LOCUST
INTERIOR JOINTS PLASTERED WITH MORTAR.
NORTH CAROLINA
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
a city vvitll a sial::. SCALE: NTS DATE: 4/30/2009nt FIGURE:
HALF PLAN OF MANHOLE
RING & COVER
V-11 1/2"
II
1/2 -
SECTION
/2„SECTION A -A
MANHOLE COVER
2'-1 1/4"
V
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
I
J
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
"UNDERGROUND UTILITY SAFETY AND
A I (� AND COVERTIL DAMAGE PREVENTION ACT, ALL
ITYOCUST UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
NORTH CAROLINA LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
a city wide a soul... SCALE: NIS DATE: 4/30/2009 FIGURE:
DATE I ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEO 0
R 1
•Harris Associates,
e
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'., Seal
0%%11111111114 %%A11111111111.,
°CARp�' ®® ®.o��H CARpIi''�.
<°D�ESS/p °°''® o®•` yo Q`�pFESSjON,�9'®�
SEAL oma' SEAL
o° C-4168 �;_ a 043341 ° w
° O
&ASS,1��ERfill' ®�®0%
111111111y
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE VLOP FRIT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering
roj ct-
is rin Hills
Section B phase 1
a .)rerun l Title:
Sewer Details
Project No. Drawing No.
2668
DVIG File Name:
2268 -Water & Sewer Details U P- 1 Q.-
i
2'-10" DIA.
I
I
STANDARD OR WATERTIGHT MANHOLE
2'-0"
DIA, FRAME AND COVER AS SHOWN ON DRAWINGS
/--NON-SHRINK GROUT WITHIN 1" OF TOP
��
I
7C
< _ --INSTALL PRECAST CONCRETE RINGS AS
NECESSARY TO BRING TOP OF RIM AND COVER
TO GRADE. PLASTER INSIDE AND OUTSIDE OF
j
BRICK RISERS MINIMUM 1/2" THICK.
Q
Q
o ECCENTRIC CONE SECTION MAY VARY IN
} VERTICAL HEIGHT WITH SUPPLIER BUT
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
z '^
li
�
CID
I
N
LIFTING HOLES SHALL BE FILLED AND
D ON IOR AND
AR.
mNTERIOR� WALLS BW TH MOROTH TAR.
5
a
V)x
a \
F-- 2 4'-D" DIA. -4'-0" VERTICAL PRECAST MANHOLE COMPONENTS
w o MAY VARY IN VERTICAL HEIGHT WITH SUPPLIER
BUT SHALL BE 1'-4" MIN. AND 4'-0" MAX.
� STEPS FULL DEPTH OF
I
- MANHOLE TO BE INSTALLED
¢ IN VERTICAL ALIGNMENT
ON STRAIGHT SIDE OF ALL JOINTS BETWEEN PRECAST SECTIONS
+.,
m MANHOLE. (USE STANDARD SHALL BE SEALED WITH AN APPROVED
RUBBER BOOT STEPS AS SHAWN 5" BITUMINOUS SEALANT OR GASKET AND
W/ S.S. CLAMP THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
INTERIOR JOINTS PLASTERED WITH MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
_ ', PIPES. FORM TO MATCH 2/3 DIAMETER OF
F_
OUTLET PIPE. SEE INVERT DETAIL
I
Ell
\ I
' WATERTIGHT SEAL WITH APPROVED MATERIAL
RUBBER BOOT
MANHOLE BASE SHALL BE PRECAST.
I
i
i
BASE FOUNDATION TO BE CONSTRUCTED LEVEL
WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
PRECAST MANHOLE NOTES:
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 THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER
4, IF MANHOLE IS 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.
TE
AINHOLE DETAIL
CITY OF LOCUST
<f
NORTH CAROLINA
s
---_-- a city with a soul._._
SCALE: NTS DATE: 4/30/2009 FIGURE:
HALF PLAN OF MANHOLE
RING & COVER
V-11 1/2"
II
1/2 -
SECTION
/2„SECTION A -A
MANHOLE COVER
2'-1 1/4"
V
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
I
J
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
"UNDERGROUND UTILITY SAFETY AND
A I (� AND COVERTIL DAMAGE PREVENTION ACT, ALL
ITYOCUST UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
NORTH CAROLINA LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
a city wide a soul... SCALE: NIS DATE: 4/30/2009 FIGURE:
DATE I ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEO 0
R 1
•Harris Associates,
e
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'., Seal
0%%11111111114 %%A11111111111.,
°CARp�' ®® ®.o��H CARpIi''�.
<°D�ESS/p °°''® o®•` yo Q`�pFESSjON,�9'®�
SEAL oma' SEAL
o° C-4168 �;_ a 043341 ° w
° O
&ASS,1��ERfill' ®�®0%
111111111y
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE VLOP FRIT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project -
Whispering
roj ct-
is rin Hills
Section B phase 1
a .)rerun l Title:
Sewer Details
Project No. Drawing No.
2668
DVIG File Name:
2268 -Water & Sewer Details U P- 1 Q.-

DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
(SEE NOTE 4) 1
CLASS' I
RIP—RPP SLOPE
PROTECTION, TYP
EXTEND RIP—RAP 2'-0"
PAST WATER LINE, TYP
�STEEL�CASING PIPE,
SEE DWG S-12
EDGE OF WATER
i
i
i
CAST IRON WITH "SEWER" CAST IN TOP AND
THREADED COUNTERSUNK PVC PLUG OR PVC
-
PRECAST BASE
I
i
I
i
i
l
I
},. 5/13"
SECTION
4'-0" MIN.
r-
IIIII II-1�I11
III
I
g'
RUBBER BOOT
W/ S.S. CLAM RUBBER BOOT
} 1 1/4"
!
18" SQUARE
lllll=ll I Iilllllll CONCRETE PAD
SMOOTH FLOW W/ S.S. CLAMP
NOTES: ~TYP
III�I—II 11111` CAST IRON SERVICE BOX
5/8,
INVERT 2/3
50
CLASS I RIP RAP IN ACCORDANCE WITH SECTION
4, WHERE DUCTILE IRON PIPE IS USED FOR -
IPE DIAMETER
OF
i
- 45' BEND
DMIN.
SHALL BE INSTALLED UTILIZING 2 PIPE
4"X 4" WYE
I
i
I
ALIGNMENT GUIDES PER JOINT ONE FOURTH OF
4" PLUG 4" SEWER LINE
I
f
THE PIPE JOINT LENGTH IN FROM BOTH THE
SECTION A—A
OUT DETAIL
C
2• WITH DRAWING 868.01 OF THE NORTH
CAROLINA
65
DEPARTMENT OF TRANSPORTATION'S 'ROADWAY
1 1/2"—
ALL PIPES SET SO THAT CENTERLINE OF
CITE 1
12" #4 DEFORMED
48
PIPE IS RADIAL TO MANHOLE CENTER.
NORTH CAROLINA
42
3' DETERMINED BY ENGINEER BASED ON
A A
j
CONDITIONS AT SITE. SEE DRAWING SS
-12 FOR
FLOW — _ FLOW
SCALE: NTS DATE: 4/30/2009 FIGURE:
SUBGRADE PARAMETERS FOR EACH TYPE
i
—.
CONSTRUCT SMOOTH1/2" MIN,
Revised: -
FOUNDATION.
FLOW INVERT
THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS
HORIZONTAL AND VERTICAL LOCATION FOR MANHOLE
AERIAL PIPE CROSSING
AS SHOWN ON PLANS IS FOR CENTERLINE OF MANHOLE
HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER FOR THE
TYPICAL PLAN
AND ALL INTERSECTING PIPES.
j
I
Detail No.:
,d
PLAN
I
II
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH—BUILD, EPDXY
0 C U" t
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
I
L I T
�T I
I
- a city With i1 Soul...
SCALE: NTS DATE: 4/'30/2009 FIGURE:
i
I TY LOCUST
NORTH CAROLINA
.. E-) t,
a city with a soul... SCALE: NTS DATE: 4/30/2009
FIGURE:
!
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
(SEE NOTE 4) 1
CLASS' I
RIP—RPP SLOPE
PROTECTION, TYP
EXTEND RIP—RAP 2'-0"
PAST WATER LINE, TYP
�STEEL�CASING PIPE,
SEE DWG S-12
EDGE OF WATER
i
I
I
CAST IRON WITH "SEWER" CAST IN TOP AND
THREADED COUNTERSUNK PVC PLUG OR PVC
I
f
I
k
I
I
i
I
i
PLUG ALONE PER OWNER PREFERENCE
},. 5/13"
8
r-
IIIII II-1�I11
III
I
g'
<..
I II :'
} 1 1/4"
1
18" SQUARE
lllll=ll I Iilllllll CONCRETE PAD
TYP
NOTES: ~TYP
III�I—II 11111` CAST IRON SERVICE BOX
5/8,
1. RIP RAP FOR SLOPE PROTECTION SHALL BE
50
CLASS I RIP RAP IN ACCORDANCE WITH SECTION
4, WHERE DUCTILE IRON PIPE IS USED FOR -
THREADED PVC
ff57 WASHED STONE COUNTERSUNK PLUG
OF
CARRIER PIPE, DUCTILE IRON CARRIER PIPE
- 45' BEND
ICATIONS
SHALL BE INSTALLED UTILIZING 2 PIPE
4"X 4" WYE
I
i
I
ALIGNMENT GUIDES PER JOINT ONE FOURTH OF
4" PLUG 4" SEWER LINE
I
f
THE PIPE JOINT LENGTH IN FROM BOTH THE
-�CLEAN
OUT DETAIL
BELL AND SPIGOT ENDS.
2• WITH DRAWING 868.01 OF THE NORTH
CAROLINA
65
DEPARTMENT OF TRANSPORTATION'S 'ROADWAY
1 1/2"—
0.4375
CITE 1
12" #4 DEFORMED
48
SUPPORT TYPE FOR PIERS SHALL BE
NORTH CAROLINA
42
3' DETERMINED BY ENGINEER BASED ON
-
j
CONDITIONS AT SITE. SEE DRAWING SS
-12 FOR
a city with a nodal...
SCALE: NTS DATE: 4/30/2009 FIGURE:
SUBGRADE PARAMETERS FOR EACH TYPE
i
MANHOLE, TYP —
CONCRETE PIER
SEE DWG SS -12
AND NOTE 3
< I
0
VARIES
I
I
CASING
PIPE, STEEL
DIAMETER
(IN.)
i
I
i
I
i
6
},. 5/13"
8
40
8 3/4"
g'
0.3750
} 1 1/4"
1
18
TYP
NOTES: ~TYP
12
5/8,
1. RIP RAP FOR SLOPE PROTECTION SHALL BE
50
CLASS I RIP RAP IN ACCORDANCE WITH SECTION
4, WHERE DUCTILE IRON PIPE IS USED FOR -
868 OF THE NORTH CAROLINA DEPARTMENT
OF
CARRIER PIPE, DUCTILE IRON CARRIER PIPE
TRANSPORTATION'S "STANDARD SPECT
ICATIONS
SHALL BE INSTALLED UTILIZING 2 PIPE
FOR ROADS AND BRIDGES".
POLYPROPYLENE
1/2" PLASTIC
ALIGNMENT GUIDES PER JOINT ONE FOURTH OF
60
20
THE PIPE JOINT LENGTH IN FROM BOTH THE
RIP RAP SHALL BE PLACED IN ACCORDANCE
60
BELL AND SPIGOT ENDS.
2• WITH DRAWING 868.01 OF THE NORTH
CAROLINA
65
DEPARTMENT OF TRANSPORTATION'S 'ROADWAY
1 1/2"—
0.4375
STANDARD DRAWINGS".
12" #4 DEFORMED
48
SUPPORT TYPE FOR PIERS SHALL BE
STEEL ROD
42
3' DETERMINED BY ENGINEER BASED ON
SUBGRADE
j
CONDITIONS AT SITE. SEE DRAWING SS
-12 FOR
STANDARD
Date: May 12, 2017
SUBGRADE PARAMETERS FOR EACH TYPE
OF
WASTEWATER SPECIFICATIONS
Revised: -
FOUNDATION.
2. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM
THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS
AERIAL PIPE CROSSING
HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER FOR THE
TYPICAL PLAN
USE OF SAID STEPS.NO-
j
I
Detail No.:
,d
DETAIL
I
VARIES
kIAnn I - I 1- TI-
PILE SUPPORTED PIER
SEE DWG S-16
AND NOTE 3
-DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
CHANNEL \\�' BETWEEN MANHOLES
DD PLAIN S-0" MIN FROM CONCRETE PIER
SEE DWG S-14
ALLOWABLE SPANS FOR STEEL CASING PIPE
I
I
CASING
PIPE, STEEL
DIAMETER
(IN.)
i
I
i
I
i
6
},. 5/13"
0.3750
40
8 3/4"
I
0.3750
} 1 1/4"
1
18
10"
50
12
5/8,
0.3750
50
A
1 1 /4E d
24
0.3750
1/4"
A
16
26
PLAN SIDE ELEVATION
55
18
POLYPROPYLENE
1/2" PLASTIC
0.3750
60
20
32
0.3750
60
24
36
^�
/4" 1—
65
30
1 1/2"—
0.4375
65
12" #4 DEFORMED
48
0.500
STEEL ROD
42
56
ELEVATION SECTION A—A
j
CONSTRUCTION NOTES _
I
I
1, ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A M IXIMUM OF
7" FROM INSIDE FACE OF STRUCTURE WALL.
2. 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 STEPS AND
HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER FOR THE
USE OF SAID STEPS.NO-
j
I
,d
DETAIL
I
ITS OF LOCUST
NORTH CAROLINA
0 C U" t
- III
- a city With i1 Soul...
SCALE: NTS DATE: 4/'30/2009 FIGURE:
i
kIAnn I - I 1- TI-
PILE SUPPORTED PIER
SEE DWG S-16
AND NOTE 3
-DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
CHANNEL \\�' BETWEEN MANHOLES
DD PLAIN S-0" MIN FROM CONCRETE PIER
SEE DWG S-14
ALLOWABLE SPANS FOR STEEL CASING PIPE
CARRIER
PIPE, DIP
DIAMETER
(IN.)
CASING
PIPE, STEEL
DIAMETER
(IN.)
MINIMUM
CASING PIPE
WALL THICKNESS
(IN.)
ALLOWABLE
SPAN
(FT.)
6
14
0.3750
40
8
16
0.3750
45
10
18
0.3750
50
12
20
0.3750
50
14
24
0.3750
55
16
26
0.3750
55
18
30
0.3750
60
20
32
0.3750
60
24
36
0.4375
65
30
42
0.4375
65
36
48
0.500
65
42
56
0.5000
65
BOTTOM OF CREEK
OR FLOOD PLAIN
NOTES:
STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL
SEAMLESS WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY
JOINT WITHIN THE CASING PIPE USING APPROVED PIPE ALIGNMENT GUIDE, SEE
DRAWING SS -14. ALL JOINTS SHALL BE RESTRAINED JOINT..
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER BASED
ON SUBGRADE CONDITIONS AT SITE. SEE DRAWING S-12 FOR SUBGRADE
PARAMETERS FOR EACH TYPE OF FOUNDATION:
STANDARD Date: May 12, 2017
WASTEWATER SPECIFICATIONS Revised:
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION m1
Detail No.:
***NOTE***
ACCORDING TO NC HOUSE BILL 476:
UNDERGROUND UTILITY SAFETY AND
DAMAGE PREVENTION
'L
UNDERGROUND FACILITIES ARE
REQUIRED TO BE ELECTRONICALLY
LOCATED (INCLUDING WATER LINES,
SEWER LINES, WATER SERVICES, AND
SEWER LATERALS).
DATE ISSUED FOR REV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
Joe Harris & ssociates,
Engineering ® sand Surveying Planning
Management
127 Sen Casey Drive, Suite 101, Fort Mill, S.C.29708 Y: [phone]
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 --
ee®eenantsa®o®! eeeenau►�4�
CA A ' •
�o°oFESS/p°°° �9d': :®b��°�©FESS�jo
Q`ti-2y
Q
®�,om SEAL 1---tlg SEAL ? _
o C-4168 / 043341 „z'e
°'B.,' �S& ASSN; ®• ,i; ®p%ER,R ee®®®
�'ni�,neee
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DVEL E T
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Whispering Hills
Section B Phase
Drawing Title: --
Sewer Details
Project No. Drawing No.
2668
DWG File Ndrrne:
2668 -Water & Sewer Details UP -1 71

I
2'-0"
MIN
1/4"x3° STAINLESS STEEL STRAP WITHaD-
1/4"x6"
SNUG FIT
1/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
NEOPRENE PAD /4" H STAINLESS
ADHERED TO SADDLETEELANCHOR
OLTS, ASTM A307
R A36
M.
SEE NOTE 4
FOR BAR SIZE
AND SPACING
R
CASING
PIPE DIA.WIDTH
"D" (IN.)
"H"
LFT.)
THICKNESS
A,. (IN.)
PIER
B,. (FT.)
FOOTING
LENGTH
"C" (FT.)
EXISTING GRADE
5 6
12
2'-4"
5-6"
3'-0"
STEEL CASING PIPE
12
2'-4"
6'-3"
S-0"
6-12
10
12
PIPE ALIGNMENT GUIDE
6'-8"
3'-0"
12
12
2'-4"
7'-2"
LOCATED AT EACH JOINT,
< 6
12
S-0"
8'-0"
S -O"
11= SEE DWG S-39
12
3'-0"
9'-0"
S-0"
14-20
10
12
S-0"
9'-10"
S-0"
12
14
3'-0"
10'-6"
S-0"
< 6
14
PIPE JOINT TYP
8'-9"
4'-0"
8
NON -SHRINK
3'-8"
DIP CARRIER PIPE ---/
':\i;
4'-0"
22-28
10
14
S-8"
GROUT PLUG
4'-0"
12
14
S-8"
11'-10"
STANDARD
< 6
3/4" STAINLESS STEEL
4'-4"
9'-0"
4'-0"
MANHOLE
18
4'-4"
ANCHOR BOLTS & STRAPS
4'-0"
30-36
10
SECTION
4'-4"
11'-6"
4'-0"
12
18
4.'-4"
EXISTING GRADE
4'-0"
< 6
18
5'-4"
9'-6"
5'-0"
\ ! STEEL CASING PIPE
18
5-4"
11'-0"
5'-0"
RJ DIP CARRIER PIPE
10
18
5'-4"
12'-0"
STANDARD
12
18
5-4"
MANHOLE PIPE SUPPORT,
5'-0"
< 6
18
3/4" STAINLESS STEEL SEE DWG S-14
9'-10"
5-0"
8
ANCHOR BOLTS & STRAPS
6'-4"
11'-4"
5'-O"
ELEVATION
10
18
6'-4"
12'-4"
STANDARD Date: May 12, 2017
12
18
WASTEWATER SPECIFICATIONS Revised: -
13'-2"1
5'
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION Detail ®�
No.:
3" CLEAR
NORMAL FOOTING
THICKNESS,
SEE NOTE 1
//��
CONCRETE FORTOP
LEVELING
IACED
F COMPETENT
///��/
BEPLWITH
ROCK
FOOTING
00
#7 BARS ®12"
AROUND PERIMETER
OF FOOTING
NON-SHINK GROUT
6"
12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
X
N Q
.— :2ii
W
a
� �
O
Z
a
a �
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
ASTER BULDERS,
OR EQUAL.
STANDARD Date: May 12, 2017
WASTEWATER SPECIFICATIONS Revised: -
AERIAL PIPE CROSSING
CONCRETE PIER ON BEDROCK Detail No.: SS -13
1/4"x3° STAINLESS STEEL STRAP WITHaD-
1/4"x6"
SNUG FIT
1/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
NEOPRENE PAD /4" H STAINLESS
ADHERED TO SADDLETEELANCHOR
OLTS, ASTM A307
R A36
M.
SEE NOTE 4
FOR BAR SIZE
AND SPACING
R
CASING
PIPE DIA.WIDTH
"D" (IN.)
"H"
LFT.)
THICKNESS
A,. (IN.)
PIER
B,. (FT.)
FOOTING
LENGTH
"C" (FT.)
FOOTING
WIDTH
.,D» (FT.)
5 6
12
2'-4"
5-6"
3'-0"
8
12
2'-4"
6'-3"
S-0"
6-12
10
12
2'-4"
6'-8"
3'-0"
12
12
2'-4"
7'-2"
3'-0"
< 6
12
S-0"
8'-0"
S -O"
8
12
3'-0"
9'-0"
S-0"
14-20
10
12
S-0"
9'-10"
S-0"
12
14
3'-0"
10'-6"
S-0"
< 6
14
3'-8"
8'-9"
4'-0"
8
14
3'-8"
10'-0"
4'-0"
22-28
10
14
S-8"
11'-0"
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"
< 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'-10"
5-0"
8
18
6'-4"
11'-4"
5'-O"
51-56
10
18
6'-4"
12'-4"
5'-0"
12
18
6'-4" 1
13'-2"1
5'
I° al
NOTES: I C I
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. S PECI FICATIONS Revised: -
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL Detail No.: SS -12
DATE ISSUED FOR HPV
2/2/2018 Initial Submittal to City of Locust & NCDEQ 0
***NOTE***
ACCORDING TO INC 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).
RJoe.Harris
0 Associates,
`•
Engineering ® Land Surveying e Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
wvvw.rjoeharri .coal
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 Sea[
°0%%J11111a'Ro' cA'Ra'�
�oQ4oFEssia ° ° y °Q�o sr0,�09
l
a m SEAL 9Z°o SEAL �o
o C-4168 043341 f N, LJ4
%,RIs& ASSO,.®°`/i'°•,,;NER'R �,®•°®'®
Project Manager Drawn
C. Bridges R. Hamoud
Department Manager Checked
P. Murphy T. Kelley -
Print/Plot Date
February 2, 2018
Client
DEPENDABLE DEV LO NT
2649 BREKONRIDGE CENTRE DR, SUITE 10
MONROE, NORTH CAROLINA 28110
P: [phone]
Project:
Whispering1-1i11s
Section B Phase
Dravvi g 'ri le:
Sewer Details
Project NoDrawing No.
2668
DWG File Name:
2668 -Water & Sewer Details UP -1