20181337 Ver 1_construction drawings_10/3/2018 4:09 PM

Crawford Design Company © Copyright 2018 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
\ Wetland Impact # 3 (47280) . i, _ Landscape Architecture ♦ Fayetteville, NC
-A Civil Engineering ♦ Southern Pines, NC
W H 1 �1 N G PI N ESS, N. C. 9 9
Water for Phase 1 & Future Road -�'';' ;''�' �``
i/ // // // ,, � - � 230C W. Pennsylvania Ave. ♦ southern Fines, NC 28387
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/ / //. �`��;,;\. 4. Chambers, 2.62 acres Voice: 910-725-1107
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WWWcrawforddsncom
(See attached plan and profile of / `;;�; ; %;;;;;;;';%;;;/ �',`
VICINITY MAP (N.T.S.) 0 !i/ri/` ���► ""j, ►p I"i
culvert and future road) 0ES DES
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See Sheet 5.15 0=0
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Revised PhasingPlan time line: '/ /// CERT. No. C v CERT. No. {
_ ,$ I I I%;% '% y� 3. McLaughlin, 1.4 Acres \ = N C-136 = = C-2097 g
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Phase 1: 27 lots. Complete 1.5 years after approval of revised Phasin Plan and t _ I I = //%/ �� — CAR h CARO
Rou h Grading and I / I I — _. — �µ �' %; /; \ .,_� ,�9yT . �qy�r
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revised Preliminaryplat Includes walking trail prior to recording of final plat). \ /% - -_ �ILLE, �o ,,, evILLE
p ( g p g P ) I / I l oo =, �� / ;, '� �� = - 11��iIIII ►�`� ���ii�nnm►►►`�
WatQirline Loop In — \� „®� /•"/� ----
A IN CL INTERSECTION
OF NC HWY 22 AND
III -111,---- A /—;— I.. L.. .......%..J\ / EOT25 — —,� WAYNOR ROAD S E A L S
Phase 2: 31 lots. Complete 1.5 years after recording of Phase 1 Final Plat.
(Includes second entrance prior to Phase 2 Plat recording and clubhouse within
one year of recording of Phase 2 plat)
Complete 1 year after recording of Phase 2 Final Plat.
Phase 4: 11 lots. Complete 1 year after recording of Phase 3 Final Plat. (Phase 4
shall include emergency connection to Forrest Creek subdivision prior to recording
of Phase 4 final plat.)
1 �
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PERMITTING
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PROJECT DETAILS
Project Manager:
KSL
CAD Technician:
RFN/GER
Reviewed rApproved By:
KSL
Project Number:
17019
SCALE 0 200
Full Scale: Horiz.: 1" = 200'
Half Scale: Horiz.: 1" = 400'
400
ISSUE DATE
1/3/2018
SHEET NUMBER

Crawford Design Company VDCopyright 3O18 All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
GENERAL- NQTES
1. SURVEY PROVIDED BY JOHN G. MATTHEWS, PLS, L-5020,FIRM LICENSE:
------------------------------------
-1343,103 MONROE STREET, SUITE 104,CARTHAGE, NC 28327,910-947-2671,
---------------
------------------------------------------
00
-----------------
------------
Ilk
7UR IE
S�H 12
4-4
11 LL
T PHONE
I Wit
Sloss t
10 1
if
lox
TELEPHONE PEDESTAL
TO
BE REMOVED AFTER NEW SERVICE
SPLIT RAIL FENCE TO BE REMOVED
t" PROVIDED To 280 ROSSBORN LANE
WELLS TO BE ABANDONED IN
/------------
TO BE REMOVED AFTER NEW SERVICE IS ESTABLISHED
WATER LINE TO BE ABANDONED IN PLACE
r ACCORDING TO TOWN OF SOUTHERN PINES
------ REQUIREMENTS AFTER NEW WATER
lirp
--------- - i SERVIPE PROVIDED �O 280 ROS�SBORN LANE IN-
sib -
51
It TO BE REMOVED I— OF
ISTINO STRUCTURES
y LS TO BE ABANDONED IN
ORDAINCE WITH THE STATE
WEL
ACC
OF NORTH CAROLINA REQUIREMENTS
----------------
UNDERGROUND ELEC I KIL, LINt 10 BE ABANDONED IN PLACE
ACCORDING TO TOWN OF SOUTHERN PINES
370
REQUIREMENTS
PROP NtTANK
REMOVED (TYP.)
POWER BOX TO qE�EMOVE�
�-TANK TO BE REMOVE -E1 8
------------------
/ `V, REISS
to ROAL) 41
-------------------
------------------
-------------
Z'
cm
/
-------------------
---------------
----------------------
YI/C I N I T Y LA P (N.T.S.)
---------------
Landscape Architecture* Fayetteville, NC
Civil Engineering * Southern Pines, NIC
230C W. Pennsylvania Ave. * Southern Pines, NC 20387
Voice: 910-725-1107
vvw*.cra~fo,dd,n.com
I
C-136 C-2097
10
PERMITTING
------------------
It- TELEPHONE -LINE TO BEABANDONED IN PLACE -------
E REMOVED
7 SOIL ROAD FROM WAYNOR ROAD -------
ACCORDING TO TOWN OF SOUTHERN PINES
nEvmmwS
------REQUIREMENTS AFTER NEW SERVICE PROVIDED.—
ESTABLISHED TO 280 ROSSBORN LANE
-TO BE MAINTAINED UNTIL ACCESS
.-SEE SHEET 2.0
TO 280 ROSSBORN LANE
PROPOSED ROSSBORN COURT
ACCORDING TO TOWN OF SOUTHERN PINES -
-------------
REQUIREMENTS AFTER NE
SERVICE PRDVIDE�D TO 280 R05SBORN, LANE -----
0 IN WATER
---------------------
---------------
---------------
----------------
71
------------
-------------------------
It
Phase 1 Boundary
--------------------
------------
--------------
------------------
--------------
AI
\J!'t Sullivan Dr.
74 Rothbuiy
100
1438
X//,r Bellhat
ED
FEMA
-----------------------------------
----------------------
----------------------------------
----------------------------
------------------------
Rrom
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Project Manager: KSIL
CAD Technician: RFN/GER
Reviewed / Approved By: KSIL
Project Number: 17019
,c^a 0 100 200
--------------------------
/01
Full Scale: Hnnz:1^=1N0'
Half Scale: Horiz.: 1 200'
oSv, om' 1/3/2018
m,,r *vmo,x

Sullivan Dr.
d
Roth ury Dr.
dN
N
Bellhav n Dr.
3
3
c4 U
o` \14,61
U Z
90\,00
ds
SIT
Rd.
Lamar Ln.
en e Ct. J
Rossbcrn
Black
ranch
Ln.
WHISPEING PINES; N.C.
VICINITY MAP(N.T.S.) o
GENERAL NOTES
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER
INFORMATION INDICATED ON THE TITLE PAGE SHALL APPLY TO THIS
PLAN
3. ALL ELEVATIONS SHOWN FOR THIS PROJECT ARE IN REFERENCE TO THE
BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR
WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
BENCHMARK TO BE SET BY SURVEYOR PRIOR TO CONSTRUCTION.
PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND
FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST
BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ALL SEEDED
AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE
OCCURS, THOSE AREAS SHALL BE RE -SEEDED WITH RYE GRAIN FOR
TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES &
MAINTENANCE.
5. CONTACT: KEVIN LINDSAY, 910-920-7661 FOR QUESTIONS CONCERNING THESE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND
SEDIMENTATION CONTROL MONITORING ACCORDING TO NPDES PERMIT
REQUIREMENTS.
7. SEE SHEET C6.1 FOR TEMPORARY & PERMANENT SEEDING
REQUIREMENTS.
8. ALL BASIN SHALL BE TESTED FOR POSITIVE DRAINAGE, ANY
NON-FUNCTIONING BASINS SHALL BE BROUGHT TO THE ATTENTION OF
THE PROJECT ENGINEER. ANY DAMAGED OR NON-FUNCTIONING INLETS
CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
9. AT LEAST 48 -HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY,
EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY
AND/OR FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH
CAROLINA ONE CALL CENTER - 1-800-632-4949 (NC -811)
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE -CONSTRUCTION CONFERENCE.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. INSTALL TEMPORARY SEDIMENT FENCE AND FENCE OUTLETS.
4. INSTALL TEMPORARY SKIMMER BASIN W/ POROUS BAFFLES, PERMANENT
SCM BASISNS THAT WILL BE USED AS TEMPORARY SKIMMER BASINS
(SEE NOTE BELOW), AND TEMPORARY SEDIMENT TRAPS W/POROUS
BAFFLES.
5. SCMs 2 & 3 SHALL BE USED AS TEMPORARY SKIMMER BASINS BY
INSTALLING POROUS BAFFLES, BLOCKING DISCHARGE ORIFICES, AND
INSTALLING SKIMMERS AS PER SKIMMER BASIN DETAIL. UPON
STABILIZATION OF SITE AND RELEASE OF SITE FROM TOWN OF
SOUTHERN PINES, THE BAFFLES WILL BE REMOVED, DISCHARGE
ORIFICES UNBLOCKED, SEDIMENT REMOVED AND BASIN REGRADED AS
PER PLAN, AND BASIN SHALL BE RESEEDED AND MULCHED (OR SODDED).
6. DEMOLISH EXISTING STRUCTURES.
7. CONSTRUCT SWALES AND TEMPORARY DIVERSION BERMS AS PER
TABLES SHEET 3.0 THIS SHEET AND DETAILS.
8. ROUGH GRADE SITE AND INSTALL CULVERTS, RIP RAP DISSIPATERS.
9. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS.
FINE GRADE SITE AND APPLY PERMANENT SEEDING (GROUND COVER)
TO ALL DISTURBED AREAS.
10. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES BY TOWN
OF SOUTHER PINES HAS BEEN OBTAINED.
DWQ Construction General Permit Ground
Stabilization Requirements
Site Area
Stabilization
StabilizationTime
Description
Time Frame
Frame
Exceptions
Perimeter
(in)
T Dissi ater
dikes, swales,
7 days
None
ditches and
EI (ft)
U
slopes
4.5
0
High Quality
111114-2
L
v �
Water (HQW)
7 days
None
Zones
FES
0
FES
437.9
If slopes are 10'
18
4
or less in length
Slopes steeper
7 days
and are not
than 3:1
72
steeper than
FES
--
2:1, 14 days
411.17
1,00%
are allowed
7
4.5
7 -days for
Slopes 3:1 or
14 days
slopes greater
flatter
RCP
than 50 feet in
391.29
FES
length
0,50%
18
None (except
All other areas
5,5
for perimeters
with slopes
14 days
and HQW
flatter than 4:1
FES
Zones)
' "Extensions of time may be approved by the permitting authority
based on weather or other site-specific condition that make
compliance impracticable." (Sectio 11.13(2)(b))
Crawford Design Company © Copyright 2018 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
CULVERT #1
1
-___-_
-------
---------------
I---------------
L-------
OO -T_____---__501-_____-_-_ O,_____
/ c
' m _
TST #1
p 1
0 '
10'X10' CONCRETEF of
P
IfR
WASH-OUT PIT s.. .
i AND WHEEL WASH
INLET OFI II
�' RCP I I
I
/
I
0
SWALE #5 o
V� SAN
D. Berm #2vv
I
-A �. • INL- I OF p AV A A\
_ - 6" RCP V A AV A
8"0 00 +00 5+00
\ 11
SWALE #12
SW �� I 9s i 11 om III
�
D. Berm #3 N 1,
/
�oi
t/
JLVERT #2 /' 8Pi
;t Protection T 16P 12P �/* 4P
II i j I _ �
I 1 1 II I I I-____-__--- -
IP
I 1 I I I I i PIP /
I I I I 16
I I I I IBP I II I I � I I \
14P I I I i Hw \ _--- - - - - -
l i IJ
SF \ \ �SF�SF ' /
�-SF-SF-SF-SF
16P 1�16P II �sP I j I aF I \ \ \ S
'f SF SF\ SF SF S SF SF SF SF
SF
I
18P 1 P
--
----------
- -------------
zP - zP TST #2
\ \ i 16P
\LOC
LOC_LOC_WC- 4qn
-__, Loc LOc Loc Loc Loc _ '--- __---------- IF SF
l \ Oa� \ \ \ \\ \ LOC_- LOC L-06_- __ LOC LOC ---___ LOC �L'6C LOC/ / -
/Y _ Loc 7 ,
\ \vv� ���� �- ------ _----------- / // LO���-_ LOC
_ /
VOG
'',/ /'
X
limit of Construction 1s the
existing property line. LOC line _ __, -- ,,-,,'--- - -----
\ \ outside property line for clarity._ -
\p p Y --- --------------------
-------------------------
shown_- -
Table 2. Culvert & Dissipater Pad ulna
#
(FT)
Mat
Entrance
Trap Depth
MHeighl
\
�
4l6P
(%)
(in)
T Dissi ater
Width
Le ngth
P
Type
EI (ft)
U
EI (ft)
4.5
0
-1
111114-2
L
v �
Type FSR
1
90
RCP
FES
0
FES
437.9
2,01%
18
4
4.5
5,5
12in,
U
2
72
O
FES
--
/ c
' m _
TST #1
p 1
0 '
10'X10' CONCRETEF of
P
IfR
WASH-OUT PIT s.. .
i AND WHEEL WASH
INLET OFI II
�' RCP I I
I
/
I
0
SWALE #5 o
V� SAN
D. Berm #2vv
I
-A �. • INL- I OF p AV A A\
_ - 6" RCP V A AV A
8"0 00 +00 5+00
\ 11
SWALE #12
SW �� I 9s i 11 om III
�
D. Berm #3 N 1,
/
�oi
t/
JLVERT #2 /' 8Pi
;t Protection T 16P 12P �/* 4P
II i j I _ �
I 1 1 II I I I-____-__--- -
IP
I 1 I I I I i PIP /
I I I I 16
I I I I IBP I II I I � I I \
14P I I I i Hw \ _--- - - - - -
l i IJ
SF \ \ �SF�SF ' /
�-SF-SF-SF-SF
16P 1�16P II �sP I j I aF I \ \ \ S
'f SF SF\ SF SF S SF SF SF SF
SF
I
18P 1 P
--
----------
- -------------
zP - zP TST #2
\ \ i 16P
\LOC
LOC_LOC_WC- 4qn
-__, Loc LOc Loc Loc Loc _ '--- __---------- IF SF
l \ Oa� \ \ \ \\ \ LOC_- LOC L-06_- __ LOC LOC ---___ LOC �L'6C LOC/ / -
/Y _ Loc 7 ,
\ \vv� ���� �- ------ _----------- / // LO���-_ LOC
_ /
VOG
'',/ /'
X
limit of Construction 1s the
existing property line. LOC line _ __, -- ,,-,,'--- - -----
\ \ outside property line for clarity._ -
\p p Y --- --------------------
-------------------------
shown_- -
Table 2. Culvert & Dissipater Pad ulna
#
(FT)
Mat
Entrance
Trap Depth
MHeighl
Outlet
Top Elim s_ (ft)
(%)
(in)
T Dissi ater
Width
Le ngth
Length
Type
EI (ft)
Type
EI (ft)
4.5
L
-1
111114-2
Thick,
Type FSR
1
90
RCP
FES
439,00
FES
437.9
2,01%
18
4
4.5
5,5
12in,
A
2
72
RCP
FES
411,89
FES
411.17
1,00%
18
7
4.5
8,5
15in,
B
3
48
RCP
FES
391.29
FES
391.05
0,50%
18
4
4.5
5,5
12in,
A
4
48
RCP
FES
387.79
FES
387.00
1,65%
18
9,5
4,5
11
15in,
B
5
52
RCP
FES
382,26
FES
381,22
2.00%
18
11
4,5
12,5
15in,
B
6
84
RCP
FES
381,00
FES
377.00
4.76%
18
13
4,5
14,5
15in,
1
7
58
RCP
FES
367,58
FES
367.00
0.01%
36
18
9
21
24in,
2
8
44
RCP
FES
378,44
FES
378
0.01
18
8
4.5
9,5
12in,
A
I au _ i mporary
beament i rap
Lin r cion � i bi )
TST #
Si -do Slope
Trap Depth
MHeighl
Trap
(t)
Top Elim s_ (ft)
Surface
Area (s#)
Volume
(0
Veit (R)
Width
Le ngth
Length
Hei ht
t
2
3
4.5
26
52
1 352
27W
4
1.5
2
2
3
4.5
28
56
1568
3300
4
1.5
3
2
3
4.5
28
56
1568
3300
4
1.5
4
2
3
4.5
27
54
1 458
3024
4
1.5
5
2
3.5
5
36
72
2592
0597.6
4
1
6
2
3
4.5
18
36
64 8
1080
4
1.5
7
2
3
4.5
18
38
8
1080
4
1.5
Table 4. Pha s e I I
rrpery 1 e FIs Area
Total Area
.2 acres
1457,489 sf
OPL%n Sap C* I )
- 91'
Non as
1X57189 sf
Plavernen t
52,E sf
SI deawalk
7,197 sf
Houses
27 ea,
st/ho use
4AC S#
]A On tots
IC931= 51
Total IA
157,550 Sf
3.55 peren
Avg IA Nan OS
lefi
Avg IIA Total PH 1
11115%
Ta ble 5. Swa le S l mrna ry
M irrimu r1'
Depth
Bottom
Width
Side
Slope
Top
w idh
Channel
Slope
Channel
A
0.53
0
4
4.24
2-43%
Straw
1
0.32
0
4
2.56
1.00%
Straw
2
0.54
0
4
4.32
2.18%
St raw
3
0.36
0
4
2.88
8.01
RR -A or P
4
0.23
0
4
1.84
4.38%
Straw
5
0.25
U
4
2.00
5-1.6%
Straw
6
0.49
0
4
3.92
4.61%
S75 Straw
7
6.28
0
4
2.24
4.40°
Straw
8
0.25
0
4
2.00
5.37%
Straw
9
0.36
0
4
2.88
5.88%
S75 Stew
10
0.21
0
4
1.68
2.43%
Straw
11
0.37
0
4
2.96
1.00
St raw
12
0.45
0
4
3.60
2.18%
St raw
13
0.47
0
4
3.76
8-01%
RRA or P300
14
0.49
0
4
3,92
438%
S75 Straw
15
0.52
0
4
4.16
516%
RR -A or P3100
16
6.48
2
4
5 84
4-61%
875 Straw
17
048
4
4
7. B4
4.40°
675 Straw
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pined NC 28387
Voice: 910-725-1107
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PROJECT DETAILS
Project Manager:
KSL
CAD Technician:
RFN/GER
Reviewed / Approved By:
KSL
Project Number:
17019
SCALE
0
50
100
Full Scale: Horiz.: 1" =
Half Scale: Horiz.: 1" =
50'
100'
ISSUE DATE
1/3/2018
SHEET NUMBER
C3,00

Sullivan Dr.
d
of ury
Dr.
o. dN
N
Bellhav n Dr.
ILL
a
8v
o day
U
�c�\106 c
ar
SITE
Rd.
amar Ln. �
en Ct.
Rossborn
Black
ranch
Ln.
WHISPB:�NG PINES, N. C.
AI
VICINITY MAP(N.T.S.)
GENERAL NOTES
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER
INFORMATION INDICATED ON THE TITLE PAGE SHALL APPLY TO THIS
PLAN
3. ALL ELEVATIONS SHOWN FOR THIS PROJECT ARE IN REFERENCE TO THE
BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR
WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
BENCHMARK TO BE SET BY SURVEYOR PRIOR TO CONSTRUCTION.
PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND
FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST
BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ALL SEEDED
AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE
OCCURS, THOSE AREAS SHALL BE RE -SEEDED WITH RYE GRAIN FOR
TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES &
MAINTENANCE.
5. CONTACT: KEVIN LINDSAY, 910-920-7661 FOR QUESTIONS CONCERNING THESE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND
SEDIMENTATION CONTROL MONITORING ACCORDING TO NPDES PERMIT
REQUIREMENTS.
7. SEE SHEET C6.1 FOR TEMPORARY & PERMANENT SEEDING
REQUIREMENTS.
8. ALL BASIN SHALL BE TESTED FOR POSITIVE DRAINAGE, ANY
NON-FUNCTIONING BASINS SHALL BE BROUGHT TO THE ATTENTION OF
THE PROJECT ENGINEER. ANY DAMAGED OR NON-FUNCTIONING INLETS
CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE -CONSTRUCTION CONFERENCE.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. INSTALL TEMPORARY SEDIMENT FENCE AND FENCE OUTLETS.
4. INSTALL TEMPORARY SKIMMER BASIN W/ POROUS BAFFLES, PERMANENT
SCM BASISNS THAT WILL BE USED AS TEMPORARY SKIMMER BASINS
(SEE NOTE BELOW), AND TEMPORARY SEDIMENT TRAPS W/POROUS
BAFFLES.
5. SCMs 2 & 3 SHALL BE USED AS TEMPORARY SKIMMER BASINS BY
INSTALLING POROUS BAFFLES, BLOCKING DISCHARGE ORIFICES, AND
INSTALLING SKIMMERS AS PER SKIMMER BASIN DETAIL. UPON
STABILIZATION OF SITE AND RELEASE OF SITE FROM TOWN OF
SOUTHERN PINES, THE BAFFLES WILL BE REMOVED, DISCHARGE
ORIFICES UNBLOCKED, SEDIMENT REMOVED AND BASIN REGRADED AS
PER PLAN, AND BASIN SHALL BE RESEEDED AND MULCHED (OR SODDED).
6. DEMOLISH EXISTING STRUCTURES.
7. CONSTRUCT SWALES AND TEMPORARY DIVERSION BERMS AS PER
TABLES SHEET 3.0 AND DETAILS.
8. ROUGH GRADE SITE AND INSTALL CULVERTS, RIP RAP DISSIPATERS.
9. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS.
FINE GRADE SITE AND APPLY PERMANENT SEEDING (GROUND COVER)
TO ALL DISTURBED AREAS.
10. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES BY TOWN
OF SOUTHER PINES HAS BEEN OBTAINED.
DWQ Construction General Permit Ground
Stabilization Requirements
Site Area
Stabilization
Stabilization
Description
Time Frame
Time Frame
Tr@P
Heligm (R)
Tap aims. M)
h i h Length
Exceptions
Perimeter
(FT"!
Mat
dikes, swales,
7 days
None
ditches and
M
(in) ip Dissipater(1)
L W_1
slopes
Thick.
Type RR
High Quality
90
Water (HQW)
7 days
None
Zones
437.19
2.01%
18
4
If slopes are 10'
5-5
12in_
or less in length
Slopes steeper
7 days
and are not
than 3:1
411.89
steeper than
411.17
1.00%
2:1, 14 days
7
4.5
are allowed
15in_
Z;-
7 -days for
Slopes 3:1 or
14 days
slopes greater
flatter
FES
than 50 feet in
0.50%
18
length
None (except
All other areas
for perimeters
with slopes 14 days
and HQW
flatter than 4:1
Zones)
"'Extensions of time may be approved by the permitting authority
based on weather or other site-specific condition that make
compliance impracticable." (Sectio 11.13(2)(b))
Crawford Design Company © Copyright 2018 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
See Sheets 5.0 10 11 &15 for / �\\/� /
//continuation grading, drainage,
o , /�1//and erosion control for phase 2
/waterline\ loop) SCM 3/TSB 4
SEE DETAIL '/ //���/ /� ///
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360
400
CULVERT #5 --------_-
v vv / _ -
\1
\
\
\
0
Table 3 _ Tempora ry
Sedi me nt Trap Dimensi cn s (TST)
Table 2.
Culvert & Dissipater
Pad Summary
Side S lope
Trap Dep ri
fft)
Tr@P
Heligm (R)
Tap aims. M)
h i h Length
Su rbEe
Area (SJ
r
(FT"!
Mat
Entrance
Type
EI (ft)
Outlet
Type
EI (ft)
M
(in) ip Dissipater(1)
L W_1
W-2
Thick.
Type RR
1
90
RCP
FES
43900
FES
437.19
2.01%
18
4
4.5
5-5
12in_
A
2
72
RCP
FES
411.89
FES
411.17
1.00%
18
7
4.5
8.5
15in_
Z;-
3
3
48
RCP
FES
391.29
FES
391.05
0.50%
18
4
4.5
5.5
12in_
A
4
48
RCP
FES
387.79
FES
387.00
1.65%
18
9:5
4.5
11
15in-
E
.3
52
RCP
FES
382.28
FES
381.22
2-G0%
18
11
4.5
12.5
15in_
B
6
84
RCP
FES
381.00
FES
377.00
4.78°0
18
13
4.5
14.5
15in_
1
7
58
RCP
FES
387.58
FES
367.00
0.01°
36
18
9
21
24in_
2
8
44
RCP
FES
378.44
FES
378
0.01 1
18 1
8
1 4.5
1 0.5
12in_
A
oc-tom Loc c _ v
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360
400
CULVERT #5 --------_-
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VO r�b� S. Swale summary //� /,/ /�/ // // / �� � `` \\
G`I wide,r13Pe wid d`I FPkNW {,Pal o
ifd illi it] /
/ raj
1 4.92 4 250 1.4011 9k / v v `v A V ° \ \
2 0 J34 0 - 432 220% SLra- /
3 U 31 0 = 280 A.ill% RR -A �P300 \
# 0.32, 0 1.1St 4,A SLrd►' ��%
5 0.26 .0 21011 '"&,dpi Sty ``� .� /' , / / / �/ \ // \
6 10 3 *
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T U.2A 10 224 *4015 Straw ,' ��� .�// I ////// /I // �/�// ✓/ �� � � \J � \` �. � � \ II I�\ \
& 10.26 0 Z00 +& 37% Stn.►
\ 0 10.E 2-811 +�8e% 576 Strrr
>>,��, 1
v Av 7Q 10.1 ti r9 X4395 5trir / �,���/ i/���� v
\ \ 11 10.37 4 .295 1AXI% Strrry % \\ \ P\
12 (1.454 3.00 Zi$% Stri1 ^ SSMH4 14P� \� \
RIM ELEV=370.66 I j.-�� / / / I /6P I "' < 14 \ q I I I \
1 -0� -0 1 RFk P \ S \
\ M / INV OUT=362.
-a ' INVOUT=362.32 f / /24� I /�
V P °
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10 10-09 4 684 4.#1% _ 37431+#r / �` - / 7%` //' /' / j goo o I /
17 0 0 4 4 7.84 4.40% 575a" /' / _--- V ' �v�// / // �'I ; L /
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m
0�pN►nunuv�'i ,,,puuluuljlj��
DEA�nQ. v CO,yA�
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PERMITTING
REVISIONS
W
a.
Z
0
Cn
Z
>
- aJ
W M
m 0 J
0
Cl) Z 0C
v 0z Q Z
0w= 0
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a 3.1
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W Z° Z 0
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WW3.0maC'w
PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By: KSL
Project Number: 17019
SCALE 0 50 100
Full Scale: Horiz.: 1" = 50'
Half Scale: Horiz.: 1" = 100'
ISSUE DATE
1/3/2018
SHEET NUMBER
C3,01
Table 3 _ Tempora ry
Sedi me nt Trap Dimensi cn s (TST)
TST #
Side S lope
Trap Dep ri
fft)
Tr@P
Heligm (R)
Tap aims. M)
h i h Length
Su rbEe
Area (SJ
vdu me
fc �
LLftt
Weir (ft)
4 W i
1
2
3
4.5
26 _ 52
1352
2760
4
1.5
2
2
3
4.5
28 56
1569
4
1.5
3
Z
3
4.5
28 56
1568
33DD
4
1.5
4
2
S
4.5
:27 54
1458
5D24
4
1.5
5
2
15
5
36 72
2592
6597.5
4
1.5
6
2
3
4.5
18 36
648
1060
4
1.5
7
1 2
1 3
1 4.5 1
18 36
1 648
1
A
1.5
\X
\ \\X
\ \ \380
\ rn \
\ \ \ \ 1010\ \ \ \\\ \\\ I \ \\ \\
CULVERT #6
` v� � I ; vI v
/ Af/p A A \ V A �� �V \ , 1 A Silt Fence Outlet (typ.) \\\ \\ �\ \\ ; \\ ���\ -395_-
o
SCM 2/TSB 3
- \
X, \ \ ,\ ✓ \\\ �O\ SEE DETAIL , ---
VO r�b� S. Swale summary //� /,/ /�/ // // / �� � `` \\
G`I wide,r13Pe wid d`I FPkNW {,Pal o
ifd illi it] /
/ raj
1 4.92 4 250 1.4011 9k / v v `v A V ° \ \
2 0 J34 0 - 432 220% SLra- /
3 U 31 0 = 280 A.ill% RR -A �P300 \
# 0.32, 0 1.1St 4,A SLrd►' ��%
5 0.26 .0 21011 '"&,dpi Sty ``� .� /' , / / / �/ \ // \
6 10 3 *
.49 0 .92 61% SF6Strrr
T U.2A 10 224 *4015 Straw ,' ��� .�// I ////// /I // �/�// ✓/ �� � � \J � \` �. � � \ II I�\ \
& 10.26 0 Z00 +& 37% Stn.►
\ 0 10.E 2-811 +�8e% 576 Strrr
>>,��, 1
v Av 7Q 10.1 ti r9 X4395 5trir / �,���/ i/���� v
\ \ 11 10.37 4 .295 1AXI% Strrry % \\ \ P\
12 (1.454 3.00 Zi$% Stri1 ^ SSMH4 14P� \� \
RIM ELEV=370.66 I j.-�� / / / I /6P I "' < 14 \ q I I I \
1 -0� -0 1 RFk P \ S \
\ M / INV OUT=362.
-a ' INVOUT=362.32 f / /24� I /�
V P °
\ \ 1 1 4 41 RR-AFlan
� � �i � � {� • �YY ' / / � �`//�// /� \� 4P
10 10-09 4 684 4.#1% _ 37431+#r / �` - / 7%` //' /' / j goo o I /
17 0 0 4 4 7.84 4.40% 575a" /' / _--- V ' �v�// / // �'I ; L /
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m
0�pN►nunuv�'i ,,,puuluuljlj��
DEA�nQ. v CO,yA�
�=
CERT. No. c p y CERT. No. {
C-136 C-2097 $ p
♦ I O
P
�� i( CRrN CARO G. ,♦♦♦ ��, T y STN CARD\•\ PG. ,,,♦
,,,,,�� If 111111- A ,
SEALS
k CARO
S f
}
y 'EAL
027502
'�219
PERMITTING
REVISIONS
W
a.
Z
0
Cn
Z
>
- aJ
W M
m 0 J
0
Cl) Z 0C
v 0z Q Z
0w= 0
�Zz V
a 3.1
0 C, 0 V Z
W Z° Z 0
in Z2� W - -
Z WLu azi Cl Cl)
Lu > � Lu 0
a Q = L)
WW3.0maC'w
PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By: KSL
Project Number: 17019
SCALE 0 50 100
Full Scale: Horiz.: 1" = 50'
Half Scale: Horiz.: 1" = 100'
ISSUE DATE
1/3/2018
SHEET NUMBER
C3,01

385
380
375
370
365
360
355
350
345
Crawford Design Company © Copyright 2018 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
/ Stubout and plug / /// for future connectionWETLANDS / ,///,
/-
SANITARY SEWER WETLAND CROSSING #2
STA:6+44 (0.0') OutFall #1 / / / JACK AND BORE - NO IMPACT
/ STA:0+00 (0.0') OutFall #3 / / /
SSMH #10 /
_ / \
TOP=362.69 / /
_ 79 LF 8" D.I.PVC SS @ 0.50%
INV.=351.93 (PVC Pipe 8" IN -SE)
INV.=351.93 (PVC Pipe 8" IN -NE) f
INV.=351.73 (PVC Pipe 8" OUT -SW) 56LF 16" STEEL CASING
(JACK AND BORE)
1 A ' 42 LF 8" (SDR -21 Water Quality) PVC SS @ 7.84%
\ 86 LF 8" (SDR -21 Water Quality) PVC SS @ 0.50% 99'19'26 172°38'35"' STA:7+64 (0.0'R) /
SSMH#27
/ - ✓ x TOP=366.96
INV.=356.00 (PVC Pipe 8"
0 INV.=355.80 (PVC Pipe 8" OUTENW) I /
159°57'19,, / 4n 0
179°25'32,,, 8100Oy \
u STA:5+58 (0.0') OC ?3p 07
36 LF 8" D.I. SS @ 1.17 /° \ �� O AFB„ SSD
STA:8+28 (35.71) Road F / O SSMH #9 Q
' Stubout and plug STA:2+29 (0.0') Outfall 91 - TOP=360.94 GOC 3SJpV, 00
for future connection SSMH #7 STA:4+26 (0.0') 0 5� , SS@4, i
� INV (PVC Pipe 8" IN -NE) c`
TOP=357.49 SSMH #8 5 oC G INV.=351.10 (PVC Pipe 8" OUT -W) N 7j�
TOP=358.58 /00 5k �Gc' C 9x00 00
INV.=348.45 (PVC Pipe 8" IN -SE) �° Q / 1
STA:1+93 (0.0') Outfall #1 INV.=348.25 (PVC Pipe 8" OUT -W) NV.=350.11 (PVC Pipe 8" IN -E) JAN\ ° 11
to / `�- GOC\ 132 24'30
STA:1+86 (0.0') Road F V.=3 .91 ( 11 i T t�
- SSMH #2 � � O ti��a BOG I STA:7+23 (0.0')
INVo347 832PVC Pipe 8"PIN N) OOl 00 I 7 \`��Ez SSMH #26 _ SOC
() 76°8'18"' 3+00 COl 0,143°20'10"' �F / TOP -364.06
INV.=47.83 PVC Pipe 8" IN -E) 33 / - 9�
( p ) + � OG / INV. -352.52 (PVC Pipe 8" IN -SE)
INV.=347.63 PVC Pipe 8" OUT -S) "' 2 4 / -
_ ( p ) 151 14 46 04 LF 8" SD - / INV. -352.32 (PVC Pipe 8" OUT NW) 0
/ k
- - �OC 8"(SDR- 21) Water Quality PVC SS @ 0,720
''----� °50 ,8 .II .� / WETLANDS
/
100 / \ y�F / / / 1
w LOC
150LF 16" STEEL CASING Q
(JACK AND BORE) / LLI WE
Mq / \
/ / / / \ 7Jro/
WETLANDS ,
/ / C / 1 \�
WJE T i
'C
SANITARY SEWER WETLAND CROSSING #1 /
JACK AND BORE - NO IMPACT
93°48'30
ET \ GENERAL ROADWAY NOTES
TO BE APPLIED TO ALL ROADWAY PLAN AND PROFILE SHEETS.
STA:9+96 (0.0') OutFall #1 \
STA:22+54 (0.0'R) Road A \
SSMH #28
\ TOP=372.74
INV.=365.73 (PVC Pipe 8" IN -E)
INV.=365.53 (PVC Pipe 8" OUT -NW) \
'NUA• LUC;A I ION OF STREAM / / 6� / / / / / / / / � y / / / / / / / 1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
Trl� - -/� 2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE
/ / / PAGE SHALL APPLY TO THIS PLAN.
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
t17�
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
TEMPORARY BENCHMARK SHOULD BE SET BY THE SURVEYOR PRIOR TO CONSTRUCTION.
STA:0+00 0.0' OutFall #1 / / / � 4. ALL SIDEWALK/STREET CROSSINGS SHALL HAVE DETECTABLE DOMES INSTALLED PER NCDOT AND
/ /
Existing SSMH / / ADA GUIDELINES AND REGULATIONS.
TOP -354.95 / / 5. ALL PAVEMENT MIXES ROADWAY SUBGRADE COMPACTION AND CONCRETE MIXES HALL BE
/ / / _ / SS
/ /
INV.-_ 346.70 (PVC Pipe 8" IN N) / / � DESIGNED AND TESTED TO CONFORM TO STATE AND LOCAL GUIDELINES AND REGULATIONS,
( INV.=346.50 (PVC Pipe 8" OUT -W)/ /
/ / INCLUDING TOWN OF SOUTHERN PINES FIRE DEPT. STANDARDS. TESTING PER INCDOT STANDARDS
/ w� / MUST BE PROVIDED FOR ALL PUBLIC ROADS. ALL ROAD TESTING SHALL PASS NCDOT ROAD
M / / / /
STANDARDS FOR COMPACTION ETC.
6. SEWER LINE EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS,
WETLANDS
/ /
/ STUMPS AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION.
J�// EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO
STEEPER THAN A 5 to 1 RATIO.
7. ALL UTILITIES NOT INSTALLED UNDER OR ADJACENT TO A PAVED ROAD SHALL BE MARKED IAW
1 � /
/ TOWN OF SOUTHERN PINES REQUIREMENTS. CONTACT RON ISTRE, [phone] FOR SPECIFIC
REQUIREMENTS.
0+00 1+00
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
10+00
385
380
375
370
365
360
355
350
345
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m
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Project Number: 17019
SCALE 0 40 80
Full Scale: Horiz.: 1"
Half Srale: Horiz: 1" = 80'
ISSUE DATE
9/12/2018
SHEET NUMBER
C5. 1
For all Sanitary Sewer Lines within 50' of Wetlands:
Sanitary Sewer Mains shall be constructed with SDR -21 or DI and installed and
tested to water quality standards.
Sanitary Sewer Manholes within 50' of wetlands shall:
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10+00
385
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370
365
360
355
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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Reviewed Approved By: KSL
Project Number: 17019
SCALE 0 40 80
Full Scale: Horiz.: 1"
Half Srale: Horiz: 1" = 80'
ISSUE DATE
9/12/2018
SHEET NUMBER
C5. 1

Crawford Design Company © Copyright 2018 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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\ \ \ \ \
WETLANDS"
T\T�
\ \ \ \
WETLANDS.
\ \ \ \ \ \ \ \ \ \ 13 vE r i wE
STA: 8+01 (17.0'R) Road E/ WETLANDS//
6" x 6" Tee
Fire Hydant Assembly
/
2 LF 6" (C-900) PVC WM
\ Existing 6" PVv \ \ \ \ \ \ \ \ I I \ \/I /
\ Main \ \ CI # 22 for Future Road \ I I 6"TGaieValve 0'R) Road E
Water \ \ \ 18 LF 15 R%OT=
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� Rim=408.50\ \ \ \ \ FES@2.5%
\ \ \ INV (15" RCP IN/OUT)=405.50 \ \ \ \ FES 23 INV 05.0
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IQ✓ \ STA: 0+34 (17.0'R) Road E 97 LF 15" R WI STA: 4+02 (17.0'R) Road E R R /W
Q I 6" X 6" Tee L C L C STA: 4+00 (17.0'R) Road E 6" Gate Valve e /
1 Fire Hydrant Assembly m LP 6" X 6" Tee SF VWALE #2 SF ��
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\ FireHydantAssembly\ \ ( ) S SEDIMENT
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1 I 6" Gate Valve
CI # 21 for Future Road \
�cn 11 7 11 / 3 LF 6" (G900) PVC WM
1 STA: 0+28 (16.9'R) Road E y I INV (15° RCP out)=417.00 TO BE APPLIED TO ALL ROADWAY PLAN AND PROFILE SHEETS.
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I I f Cutin 6" x 6" Tee Rim=420.00
�rI and 6" Gate Valve o
1 Connect to Existing \ / 1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY. L O C
11 6" PVC Water Main / 2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE
::F -I 1 I 1 / o / \ PAGE SHALL APPLY TO THIS PLAN. \ \ WETLANDS
\ 3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE \ \ \ \
o GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. \ \ \ \ \ \ \\ \
1 X j / \ TEMPORARY BENCHMARK SHOULD BE SET BY THE SURVEYOR PRIOR TO CONSTRUCTION.
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0 4. ALL SIDEWALK/STREET CROSSINGS SHALL HAVE DETECTABLE DOMES INSTALLED PER NCDOT AND
- 30---\ // // ADA GUIDELINES AND REGULATIONS.
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DESIGNED AND TESTED TO CONFORM TO STATE AND LOCAL GUIDELINES AND REGULATIONS,
o/ INCLUDING TOWN OF SOUTHERN PINES FIRE DEPT. STANDARDS. PUBLIC ROAD SECTIONS SHALL BE
' I 1 Exis ng -Sanitary Sever / A MINIMUM OF 2" SURFACE COURSE AND 6" OF ABC STONE. TESTING PER NC DOT STANDARDS \
MUST BE PROVIDED FOR ALL PUBLIC ROADS. ALL ROAD TESTING SHALL PASS NCDOT ROAD \ \ \ \
/ 1 /✓ / \ / STANDARDS FOR COMPACTION ETC.
6. SEWER LINE EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS,
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(,n/ II 1 k / / / STUMPS AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION. EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO
STEEPER THAN A 5 to 1 RATIO.
430
425
420
415
410
405
400
395
390
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
410
405
400
395
390
385
380
375
370
10+00
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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H.P. STA.: 1+00.80
H.P. ELEV.: 425.32'
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Project Number:
17019
SCALE
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1"80Horiz.- 1"80'
a
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ISSUE DATE
1/3/2018
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Table6. Phase 2 Swale Summary
Minimum
Bottom
Side
Top
Channel
Depth
Width
Slope
Width
Slope
Channel
(ft)
}f)
(f)
%
375--395
1
0.41 ft
0.00 ft
4.00 ft
5,28 ft
0.05 ft
S75 Straw
0.46 ft
0.00 ft
4.00 ft
5,08 ft
0.05 ft
S75 Straw
370 390
BELCROFT DRIVE (ROAD E) UTILITIES - PHASE 1
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
410
405
400
395
390
385
380
375
370
10+00
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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Reviewed Approved By:
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Project Number:
17019
SCALE
0
40
80
Full Scale: Horiz.:
Half Scalp- Horiz.-
1" = 40'
1"80Horiz.- 1"80'
ISSUE DATE
1/3/2018
SHEET NUMBER
C5.10

Crawford Design Company © Copyright 2018
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
390
390
385
380
375
370
365
360
Note: Water lines shown on this sheet are being installed to loop the water system.
They will be dedicated to the Town of Southern Pines for ownership and maintenance
and are being installed in a 20' easement to the Town of Southern Pines. All grading,
stormwater control, and other improvements are for Phase 2 and are bing installed for
the convenience of the owner and shall maintained by the owner until Phase 2 is
completed and accepted by the Town of Southern Pines.
10+00
11+00
12+00
13+00
14+00
15+00
390
390
385
380
375
370
365
360
TO BE APPLIED TO ALL ROADWAY PLAN AND PROFILE SHEETS.
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE
PAGE SHALL APPLY TO THIS PLAN.
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
TEMPORARY BENCHMARK SHOULD BE SET BY THE SURVEYOR PRIOR TO CONSTRUCTION.
4. ALL SIDEWALK/STREET CROSSINGS SHALL HAVE DETECTABLE DOMES INSTALLED PER NCDOT AND
ADA GUIDELINES AND REGULATIONS.
5. ALL PAVEMENT MIXES, ROADWAY SUBGRADE COMPACTION, AND CONCRETE MIXES SHALL BE
DESIGNED AND TESTED TO CONFORM TO STATE AND LOCAL GUIDELINES AND REGULATIONS,
INCLUDING TOWN OF SOUTHERN PINES FIRE DEPT. STANDARDS. PUBLIC ROAD SECTIONS SHALL BE
A MINIMUM OF 2" SURFACE COURSE AND 6" OF ABC STONE. TESTING PER NC DOT STANDARDS
MUST BE PROVIDED FOR ALL PUBLIC ROADS. ALL ROAD TESTING SHALL PASS NCDOT ROAD
STANDARDS FOR COMPACTION ETC.
6. SEWER LINE EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS,
STUMPS AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION.
EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO
STEEPER THAN A 5 to 1 RATIO.
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Renes, NC 28387
Voice: 910-725-1107
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CAD Technician: RFN/GER
Reviewed Approved By: KSL
Project Number: 17019
SCALE 0 40 80
Full Scale: Horiz.: 1" = 40'
Half Scale: Horiz: 1" = 80'
ISSUE DATE
1/3/2018
SHEET NUMBER
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10+00
11+00
12+00
13+00
14+00
15+00
390
390
385
380
375
370
365
360
TO BE APPLIED TO ALL ROADWAY PLAN AND PROFILE SHEETS.
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE
PAGE SHALL APPLY TO THIS PLAN.
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
TEMPORARY BENCHMARK SHOULD BE SET BY THE SURVEYOR PRIOR TO CONSTRUCTION.
4. ALL SIDEWALK/STREET CROSSINGS SHALL HAVE DETECTABLE DOMES INSTALLED PER NCDOT AND
ADA GUIDELINES AND REGULATIONS.
5. ALL PAVEMENT MIXES, ROADWAY SUBGRADE COMPACTION, AND CONCRETE MIXES SHALL BE
DESIGNED AND TESTED TO CONFORM TO STATE AND LOCAL GUIDELINES AND REGULATIONS,
INCLUDING TOWN OF SOUTHERN PINES FIRE DEPT. STANDARDS. PUBLIC ROAD SECTIONS SHALL BE
A MINIMUM OF 2" SURFACE COURSE AND 6" OF ABC STONE. TESTING PER NC DOT STANDARDS
MUST BE PROVIDED FOR ALL PUBLIC ROADS. ALL ROAD TESTING SHALL PASS NCDOT ROAD
STANDARDS FOR COMPACTION ETC.
6. SEWER LINE EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS,
STUMPS AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION.
EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO
STEEPER THAN A 5 to 1 RATIO.
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Renes, NC 28387
Voice: 910-725-1107
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed Approved By: KSL
Project Number: 17019
SCALE 0 40 80
Full Scale: Horiz.: 1" = 40'
Half Scale: Horiz: 1" = 80'
ISSUE DATE
1/3/2018
SHEET NUMBER
C5. 1 1

Crawford Design Company © Copyright 2018 – All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
CIV
WETLANDS/ /
' / � / /, Wetland Impact # 3 (4,280).
0WW / / �/
Water for Phase 1 &Future Road
/(See attached Ian and rofile of
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/ / / / _ 1 STA: 3 50 (17.0'L) Road D /
I STA: -0+18 23.01E Road D / I 6" X 6" Tee
( )) I \ Fire Hydrant Assembly �3
STA: 14+g5 17.0'R Road E \ / 1 \ I O
1 - 6" x 6" Tee, 2 - 6" Gate Valves, /
2 LF 6" (C-900) PVC WM
20LF 6" (C-900)PVC PIPE, 1 - 6" Plug F
30 E
' ( ) \ \ \ STA: 3+48 (17" Road D
2 LF 6" (C-900 PVC WM
,� "Gate Valve �
STA: -0+16 (23.0'L) Road D \ \ M�
/ 6" Gate Valve �� /
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109 LF 6" (C-900) PVC WM 00) PVC WM
15 L 6" ( 2+p0
395
390
385
380
375
370
365
360
355
138 LF 6" (C-900) PVC' WM
4+00
44 LF 18" RCP @ 1.00%-
7
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F PROTECTION'
A /
/ TST #7 /
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/ 58 LF 36 RCP @ 1.00 /o /
WETLANDS
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\ \ 6 LF 6 (C-900) PVC WM—
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\ STA: 7+18 (23.01) Road D
6" 45° Bend
\8 LF 6" (C-900) PVC WM
STA: 7+12 (17." Road
� M 6 6 4" 45° Bend
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6,00\ / 231 \ 6" (� 900) PVC PVC
D D ASPHALT (PHASE 1) \
ENDS HERE
GRADIN TINUES
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`-'STA: 15+47 (23. VR) ROAD A'
STA7+26 (23.0'L) Road D
6" X'6" Cross
3 - 6" Gate Valves \
1 - 6" x Reducer
1 - 2" Ballll Valve
i
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
410
405
400
395
390
385
380
375
370
TO BE APPLIED TO ALL ROADWAY PLAN AND PROFILE SHEETS.
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE
PAGE SHALL APPLY TO THIS PLAN.
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
TEMPORARY BENCHMARK SHOULD BE SET BY THE SURVEYOR PRIOR TO CONSTRUCTION.
4. ALL SIDEWALK/STREET CROSSINGS SHALL HAVE DETECTABLE DOMES INSTALLED PER NCDOT AND
ADA GUIDELINES AND REGULATIONS.
5. ALL PAVEMENT MIXES, ROADWAY SUBGRADE COMPACTION, AND CONCRETE MIXES SHALL BE
DESIGNED AND TESTED TO CONFORM TO STATE AND LOCAL GUIDELINES AND REGULATIONS,
INCLUDING TOWN OF SOUTHERN PINES FIRE DEPT. STANDARDS. PUBLIC ROAD SECTIONS SHALL BE
A MINIMUM OF 2" SURFACE COURSE AND 6" OF ABC STONE. TESTING PER NC DOT STANDARDS
MUST BE PROVIDED FOR ALL PUBLIC ROADS. ALL ROAD TESTING SHALL PASS NCDOT ROAD
STANDARDS FOR COMPACTION ETC.
6. SEWER LINE EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS,
STUMPS AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION.
EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO
STEEPER THAN A 5 to 1 RATIO.
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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PROJECT DETAILS
Project Manager:
KSL
CAD
Technician:
RFN/GER
Reviewed Approved By:
KSL
Project Number:
17019
SCALE
0
40
80
Full Scale:
Half Scale:
Horiz.: 1" = 40'
Horiz: 1" = 80'
ISSUE DATE
1/3/2018
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36" RCP @ 1.0%
(W/FES
INV OJT
= 367.00
375
360
370 355
DUPONT LANE (ROAD D) Utilities - PHASE 1
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
410
405
400
395
390
385
380
375
370
TO BE APPLIED TO ALL ROADWAY PLAN AND PROFILE SHEETS.
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE
PAGE SHALL APPLY TO THIS PLAN.
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
TEMPORARY BENCHMARK SHOULD BE SET BY THE SURVEYOR PRIOR TO CONSTRUCTION.
4. ALL SIDEWALK/STREET CROSSINGS SHALL HAVE DETECTABLE DOMES INSTALLED PER NCDOT AND
ADA GUIDELINES AND REGULATIONS.
5. ALL PAVEMENT MIXES, ROADWAY SUBGRADE COMPACTION, AND CONCRETE MIXES SHALL BE
DESIGNED AND TESTED TO CONFORM TO STATE AND LOCAL GUIDELINES AND REGULATIONS,
INCLUDING TOWN OF SOUTHERN PINES FIRE DEPT. STANDARDS. PUBLIC ROAD SECTIONS SHALL BE
A MINIMUM OF 2" SURFACE COURSE AND 6" OF ABC STONE. TESTING PER NC DOT STANDARDS
MUST BE PROVIDED FOR ALL PUBLIC ROADS. ALL ROAD TESTING SHALL PASS NCDOT ROAD
STANDARDS FOR COMPACTION ETC.
6. SEWER LINE EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS,
STUMPS AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION.
EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO
STEEPER THAN A 5 to 1 RATIO.
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m
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SEALS
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PERMITTING
REVISIONS
SHEET NUMBER
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PROJECT DETAILS
Project Manager:
KSL
CAD
Technician:
RFN/GER
Reviewed Approved By:
KSL
Project Number:
17019
SCALE
0
40
80
Full Scale:
Half Scale:
Horiz.: 1" = 40'
Horiz: 1" = 80'
ISSUE DATE
1/3/2018
SHEET NUMBER

6" PVC (SDR-21)Waterline
Wetland Crossing for Waterline Extension & Future Road
Existing Grade -
370
6" PVC (SDR -21
365
25 50 75 100
0 30 60
Full Scale: Horiz.: 1" = 30'
280 sf disturbed wetlands
58 LF of 36" RCP w/FES
_each end. Inv. In=367.58
Inv. Out=367.00
370
365
Rip Rap Dissipater, 24" Class1
—RR over filter fabric
SEAL
-� a275a2
.P �MGiNE,..
Future Road
4
1
1
)Waterline �,
25 50 75 100
0 30 60
Full Scale: Horiz.: 1" = 30'
280 sf disturbed wetlands
58 LF of 36" RCP w/FES
_each end. Inv. In=367.58
Inv. Out=367.00
370
365
Rip Rap Dissipater, 24" Class1
—RR over filter fabric
SEAL
-� a275a2
.P �MGiNE,..