20191394 Ver 1_Complete Civil Set_9-23-19_20191010

TOWN OF SOUTHERN PINES GENERAL NOTES
1. All water and sewer construction shall be done in accordance with the Town of
Southern Pines Standards and Specifications for Water and Sewer Construction. Contractor
shall contact the Construction Inspector at least forty-eight (48) hours prior to start of
construction. Phone number 910-692-1983. Contractor shall also contact the Construction
Inspector before restarting work after work has stopped.
2. Contractor shall immediately contact the Town if there is a conflict between these plans and
the published standards of the Town. Approval of these plans does not constitute any waiver
from the Town standards.
3. All fire hydrants that are installed, that are not yet operational, shall be bagged. It shall
be the responsibility of the Contractor to furnish and install the required materials at their cost.
4. Contractor shall not tap or otherwise penetrate existing water or sewer main lines
without prior approval from NCDENR Public Water Supply Section and the Town. Contractor is
responsible to avoid spillage of raw sewage. Contractor shall provide all sewer plugging and
pumping equipment necessary to avoid spillage. Violations are subject to fines and penalties
and will be enforced to the full extent of the Law.
5. Contractor is responsible for maintenance of traffic on existing roadways in accordance
with NCDOT Standard Specifications latest edition and Town requirements
6. Water and sewer main construction shall not commence until involved roadways, storm
drains, and utility easements have been graded and contoured to approximately final grade.
Property corners of all lots are required to be staked by a licensed surveyor prior to installing
water and sewer service connections.
7. Only the amount of trench that can be opened, worked in and then stabilized in a work
day shall be done so. If stabilization does not occur at the end of the work day, then
appropriate erosion, sediment, and safety controls shall be installed.
8. A Pre -Construction meeting is required prior to start of construction. Materials submittal
shall be delivered and approved by the Town of Southern Pines for water and sewer
construction prior to start of work.
9.
All pipes shall
be cleaned before
they are laid
and shall be kept clean until acceptance
of
the completed
work by the Town.
Open ends
of pipes shall be fitted with water tight devices
to
prevent entrance
of foreign matter when pipe
-laying operations are interrupted.
10. All public sanitary sewer mains shall be installed in dedicated street right of way or in
dedicated utility easements. Mains installed in Town right of way shall be located in the center
of pavement.
11. Before the system may be put into service the Town will require the as -built information for
water, sewer and storm drainage: Contact TOSP GIS Department for requirements.
12. All Transitions in pipe material shall have restrained joints. All restrained joints shall be
inspected by the Town's construction inspectors prior to being covered.
13. All fire hydrant legs shall be DIP, be restrained with threaded rods and have thrust blocking.
All FH legs shall be inspected by the Town's construction inspectors prior to being covered.
14. All grades for entrances and fire lanes shall be field verified by the Fire Dept. prior to
acceptance. The contractor is responsible for coordination with testing by the fire department.
15. All utilities shall be electronically locatable using a locating method that is generally accepted
by operators in the particular industry or trade in which the operator is engaged.
CONTRACTOR GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN
UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED
THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
2. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES.
SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE
ENGINEER.
3. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES OR
OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.
4. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING
CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED
CONSTRUCTION ACTIVITIES AT THE JOB SITE.
6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS GOVERNING THE
CONSTRUCTION INDUSTRY.
7. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE
REPAIRS AT HIS EXPENSE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS
(REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO
MATCH FINISHED GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATED WITH THE
ENGINEER.
9. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL
VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES PER NCDOT
STANDARDS.
10. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR
UNPROTECTED DURING NON -WORKING HOURS. UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE
SAFETY OF THE GENERAL PUBLIC.
11. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, NOTIFY
ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS.
IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER PRIOR TO
CONSTRUCTION.
13. ALL WORK IN OPERATIONAL ROADWAYS WHETHER FOR LOADING, UNLOADING, OR ACTUAL
CONSTRUCTION SHALL TAKE PLACE ONLY WITH THE USE OF FLAG MEN DEDICATED TO THE PURPOSE
OF DIRECTING TRAFFIC ONLY. THESE FLAGMEN SHALL BE POSITIONED AT THE FRONT AND REAR
OF SUCH WORK PER NCDOT STANDARDS.
14. ALL WORK SHALL CONFORM WITH CURRENT REQUIREMENTS OF THE TOWN OF SOUTHERN PINES,
NCDENR, AND NCDOT STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
ALL REQUIRED INSPECTIONS WITH THE AUTHORITIES HAVING JURISDICTION.
15. CONTRACTOR SHALL STORE MATERIALS ONLY IN AREAS DESIGNATED AND APPROVED BY THE
ENGINEER AND OWNER. MATERIALS SHOULD BE CONSOLIDATED PERIODICALLY WITHIN THE
STORAGE AREA TO MINIMIZE THE IMPACT ON EXISTING OPERATIONS.
16. ALL EXISTING DIRECTIONAL AND TRAFFIC CONTROL SIGNAGE SHALL BE MAINTAINED THROUGHOUT.
ALL TEMPORARY TRAFFIC SIGNS SHALL CONFORM WITH NCDOT STANDARDS. EXISTING DIRECTIONAL
SIGNS REMOVED DURING CONSTRUCTION SHALL BE PROTECTED AND STORED ON SITE AS DIRECTED
BY THE OWNER.
SITE DEVELOPMENT PLANS FOR:
EAGLE LANDING
APARTMENTS
US HWY 15-501
SOUTHERN PINES, NORTH CAROLINA
DEVELOPER:
ZIMMER DEVELOPMENT COMPANY
111 PRINCESS STREET
WILMINGTON, NC 28401
910-294-8228
o�
n
D
m
z
Sl T
I Gs
MORGANTON RD y�
s
s
VICINI TY MAP
1 "=2000'
N. TS
SHEET INDEX
WATER/SEWER APPLICATION SUMMARY
# AND TYPE OF UNIT
@ X DEMAND
FLOW REQUESTED
120 - 1 BR MULTI -FAMILY UNITS
240 GPD/UNIT
28,800 GPD
144 - 2 BR MULTI -FAMILY UNITS
240 GPD/UNIT
34,560 GPD
24 - 3 BR MULTI -FAMILY UNITS
360 GPD/UNIT
8,640 GPD
4 - CLUBHOUSE EMPLOYEES
25 GPD/EMPLOYEE
100 GPD
1 - CARWASH
1200GPD/CARWASH
1,200 GPD
50 - SWIMMING POOL USERS/DAY
10GPD/PERSON
500 GPD
TOTAL DEMAND
SEWER PROFILE 1
73,800 GPD
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF SOUTHERN PINES
STANDARDS AND SPECIFICATIONS
HAGEN
ENGINEERING, PA
PO BOX 14851 - GREENSBORO, NC 27415
PHONE [phone] FAX [phone]
www.hagen-eng.com
COVER
PROJECT NAME:
SURVEY
C-0
OVERALL DEMO/EROS PH 1
C-0.1
DEMO/EROS PH 1 (BLOW UP 1)
C-0.2
DEMO/EROS PH 1 (BLOW UP 2)
C-1.0
OVERALL SITE PLAN
C-1.1
SITE PLAN BLOW UP 1
C-1.2
SITE PLAN BLOW UP 2
C-2.0
OVERALL UTILITY PLAN
C-2.1
UTILITY PLAN BLOW UP 1
C-2.2
UTILITY PLAN BLOW UP 2
C-2.3
SEWER PROFILE 1
C-2.4
SEWER PROFILE 2
C-2.5
SEWER PROFILE 3 (EXISTING)
C-2.6
WATER MAIN PROFILE 1
C-2.7
WATER MAIN PRPFILE 1 (2)
INC NAD83(2011) C-2.8
WATER MAIN PROFILE 2
C-3.0
OVERALL GRADING PLAN
C-3.1
GRADING PLAN BLOW UP 1
C-3.2
GRADING PLAN BLOW UP 2
C-3.3
ROAD PROFILE 1
C-4.0
OVERALL EROSION CONTROL PH 2
CURRENTZONING:
13
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF SOUTHERN PINES
STANDARDS AND SPECIFICATIONS
HAGEN
ENGINEERING, PA
PO BOX 14851 - GREENSBORO, NC 27415
PHONE [phone] FAX [phone]
www.hagen-eng.com
THIS PLAN SET STAMPED 9-23-19 IS PRELIMINARY
FOR REVIEW BY TOWN OF SOUTHERN PINES AND
IS NOT FOR CONSTRUCTION.
C-4.1 EROSION CONTROL PH 2 (BLOW UP 1)
C-4.2 EROSION CONTROL PH 2 (BLOW UP 1)
C-5.0 STORMWATER PRE DEV DRAINAGE DELINEATION PLAN
C-5.1 STORMWATER POST DEV DRAINAGE DELINEATION PLAN
C-5.2 STORMWATER DRAINAGE AREA PLAN
C-5.3 STORMWATER PIPE CHART
C-6.0 POND 1 PLAN
C-7.0 CONSTRUCTION DETAILS (ROAD) 1
C-8.0 CONSTRUCTION DETAILS (ROAD) 2
C-9.0 CONSTRUCTION DETAILS (WATER) 3
C-10.0 CONSTRUCTION DETAILS (WATER) 4
C-11.0 CONSTRUCTION DETAILS (SEWER) 5
C-12.0 CONSTRUCTION DETAILS (E&SC) 6
C-13.0 CONSTRUCTION DETAILS (E&SC) 7
C-14.0 CONSTRUCTION DETAILS (E&SC) 8
L-1.0 LANDSCAPE KEY SITE
L-1.1 REQUIRED LANDSCAPE PLAN
L-1.2 REQUIRED LANDSCAPE PLAN
L-1.3 REQUIRED LANDSCAPE PLAN
L-1.4 REQUIRED LANDSCAPE PLAN
L-1.5 REQUIRED LANDSCAPE PLAN & CALCS
L-1.6 LANDSCAPE SCHEDULE & NOTES
L-1.7 LANDSCAPE DETAILS
IR -1.0 IRRIGATION PLAN
IR -1.1 IRRIGATION PLAN
IR -1.2 IRRIGATION PLAN
IR -1.3 IRRIGATION PLAN
IR -1.4 IRRIGATION PLAN
E-1 PHOTOMETRIC PLAN
1 COVER SHEET ROAD IMPROVEMENTS
IA HORIZONTAL & SURVEY ALIGN DATA SHEET
2 TYPICAL SECTIONS
2A ROADWAY DRAINAGE AND STORM SEWER SHEET
2B EROSION AND SEDIMENT CONTROL NOTES & DETAILS
2C EROSION AND SEDIMENT CONTROL PLANS
2D TRAFFIC CONTROL NOTES & DETAILS
3-4 PLAN & PROFILE SHEETS
5 DRIVEWAY PROFILES
XS -1 - XS -2 US 15/501 CROSS SECTIONS
XS -3 - XS -4 MORGANTON ROAD CROSS SECTIONS
XS -5 ENTRANCE CROSS SECTIOSN
REVISIONS
NO. BY DESCRIPTION DATE
SEAL
30469
� 1111111 C3 �
�11111111�`
9-23-19
SITE DATA
PROJECT NAME:
DESCRIPTION
MATERIAL/SIZE
SOUTHERN PINES APARTMENTS
WATER MAIN
TOSP
OWNER:
0
985 LF
OWNER EMAIL CONTACT:
CHARLES GRANTHAM
810 LF
PRIVATE
ADAM TUCKEROZDC.COM
ENGINEER:
STREETS (LF)
TOSP
ENGINEER EMAIL CONTACT:
HAGEN ENGINEERING, PA
777 LF
TSHAWCHAGEN-ENG.COM
PROJECT ADDRESS:
US 15-501
0 LF
PRIVATE
LAT:
35.179315
LONG:
-79.438782
PARCEL
0069985 & 00024265
DIAMETER VARIES
0 LF
PIN. 856220819203 & 85622080812
DEED BOOK & PAGE:
4453/454 & 4390/82
SIDEWALK
TOSP
LOT SIZE:
PRIVATE
DISTURBED AREA:
33.09 AC
15.45 AC
CURRENTZONING:
13
WATER SERVICES(#)
TOSP
PARKING PROVIDED: 515
PD
PRIVATE
1
PARKING REQUIRED: 514
WATERSHED:
PRIVATE
RECEIVING WATERCOURSE:
N/A
ABERDEEN CREEK
STREAM CLASS:
RIVER BASIN:
LUMBER
HWQ:NO
Y/N
FLOODZONE (FEMAPANEL#,DATE):
3710856200J, DATE 10/17/2006
EXISTING IMPERVIOUS AREA:
O=AC
1.1 %
PROPOSED IMPERVIOUS AREA:
&aSAC
26.7%
TOTAL IMPERVIOUS AREA:
9_22AC
27.9%
CONCEPTUAL DEVELOPMENT PLAN
(CPD)
FILE #: PD -02-19
PRELIMINARY DEVELOPMENT PLAN
(PDP)
FILE #: PD -02-19
THIS PLAN SET STAMPED 9-23-19 IS PRELIMINARY
FOR REVIEW BY TOWN OF SOUTHERN PINES AND
IS NOT FOR CONSTRUCTION.
C-4.1 EROSION CONTROL PH 2 (BLOW UP 1)
C-4.2 EROSION CONTROL PH 2 (BLOW UP 1)
C-5.0 STORMWATER PRE DEV DRAINAGE DELINEATION PLAN
C-5.1 STORMWATER POST DEV DRAINAGE DELINEATION PLAN
C-5.2 STORMWATER DRAINAGE AREA PLAN
C-5.3 STORMWATER PIPE CHART
C-6.0 POND 1 PLAN
C-7.0 CONSTRUCTION DETAILS (ROAD) 1
C-8.0 CONSTRUCTION DETAILS (ROAD) 2
C-9.0 CONSTRUCTION DETAILS (WATER) 3
C-10.0 CONSTRUCTION DETAILS (WATER) 4
C-11.0 CONSTRUCTION DETAILS (SEWER) 5
C-12.0 CONSTRUCTION DETAILS (E&SC) 6
C-13.0 CONSTRUCTION DETAILS (E&SC) 7
C-14.0 CONSTRUCTION DETAILS (E&SC) 8
L-1.0 LANDSCAPE KEY SITE
L-1.1 REQUIRED LANDSCAPE PLAN
L-1.2 REQUIRED LANDSCAPE PLAN
L-1.3 REQUIRED LANDSCAPE PLAN
L-1.4 REQUIRED LANDSCAPE PLAN
L-1.5 REQUIRED LANDSCAPE PLAN & CALCS
L-1.6 LANDSCAPE SCHEDULE & NOTES
L-1.7 LANDSCAPE DETAILS
IR -1.0 IRRIGATION PLAN
IR -1.1 IRRIGATION PLAN
IR -1.2 IRRIGATION PLAN
IR -1.3 IRRIGATION PLAN
IR -1.4 IRRIGATION PLAN
E-1 PHOTOMETRIC PLAN
1 COVER SHEET ROAD IMPROVEMENTS
IA HORIZONTAL & SURVEY ALIGN DATA SHEET
2 TYPICAL SECTIONS
2A ROADWAY DRAINAGE AND STORM SEWER SHEET
2B EROSION AND SEDIMENT CONTROL NOTES & DETAILS
2C EROSION AND SEDIMENT CONTROL PLANS
2D TRAFFIC CONTROL NOTES & DETAILS
3-4 PLAN & PROFILE SHEETS
5 DRIVEWAY PROFILES
XS -1 - XS -2 US 15/501 CROSS SECTIONS
XS -3 - XS -4 MORGANTON ROAD CROSS SECTIONS
XS -5 ENTRANCE CROSS SECTIOSN
REVISIONS
NO. BY DESCRIPTION DATE
SEAL
30469
� 1111111 C3 �
�11111111�`
9-23-19
FORCE MAIN (LF)
TOSP
QUANTITIES REPORT
0 LF
DESCRIPTION
MATERIAL/SIZE
LENGTH
WATER MAIN
TOSP
w
Bw PVC
0
985 LF
SEWER MAIN
TOSP
$w PVC
810 LF
PRIVATE
STREETS (LF)
TOSP
0 LF
PRIVATE
777 LF
CURB & GUTTER (LF)
TOSP
0 LF
PRIVATE
STORM SEWER (DIA)
TOSP
DIAMETER VARIES
0 LF
PRIVATE
SIDEWALK
TOSP
0 SF
PRIVATE
SEWER SERVICES
PRIVATE
Bw PVC
13
WATER SERVICES(#)
TOSP
1-Y PVC
0
PRIVATE
1
14
FIRE HYDRANT ASSEMBLY
TOSP 6w PVC
PRIVATE
FORCE MAIN (LF)
TOSP
0 LF
PRIVATE
PUMP STATION (#)
0
EASEMENT AREA (SF) STREETS, WATEROR SEWER AREA (SF)
TOSP 93 410
TOWN OF SOUTHERN PINES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST
CURRENT UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A
CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR
SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO GOVERNS
UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY
CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN
APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE
RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A
CERTIFICATE OF OCCUPANCY BY THE TOWN.
APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO
RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER
RESPONSIBILITY FOR PROJECT DESIGN
TOWN OF SOUTHERN PINES
APPROVED FOR
BY
WATER (PW)(NCDENR)
SEWER (PW)(NCDENR)
COUNTY FLOW ACC.
STREET (TOWN)
DRIVEWAY (NCDOT)
ENCROACHMENT (NCDOT)
DRAINAGE (PW)
EROSION CONTROL (PW)
R/W TREE REMOVAL
(APPEARANCE COMMITTEE)
PLANNING/ZONING (TOWN)
FIRE (TOWN)
CONSTRUCTION
DATE PERMIT #

WETLANDS
AE FLOODWAY
AE FLOOD ZONE
LEGEND
aft
00991551
PIN: 856220817779
_ D8: 442 PG:867 ASPHALT PARKING \ m
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH \ \
\R� HIGHWAY 15--- \ \ �
ETfN�ON � i 20NING: OP \ Yp \
m
_ BLOCK HALL
s _ v
h 111 HSI I ES�..�� fif
o�mmoA-III-III- �� ISI h��
-
I � -III `��� v III I f - I IT -I+I- N� - fl
�mo�moJ -\� e // / � / \\ \\ \ � �� III- \\ \ .e6f (✓ \\
I V m SEE CALCULATIONS ON T C-12
>LF
� SHEE
o- m
NC NAD83(2011)
m _ -
T>� ti
N, wD 2
o>sm �� m �� A \ t \-� �� w w
�£ \
ti 2
^' I I A D
�oK NI
m u U e ` opi
o.
K mm N N d9�
o �
III m ^\
I
I \
✓� ,,
\
N, W W W N,.V 4' .� ASPHALT PARKING �pz
Oz
z�mmmo �
1D K. \ 1 ,i, .1. .1. w
%
>�
w w w w mo
I -III -III -I I � I �
=>N�tio
III 1111111111 (w wz
= D
- \
o� m 111111111111111111 1 �
om1Pm
r m m U SEE CALCULATIONS ON SHEET C-12
0 K
0 0
do
s
I o TOP M� 377.36
\\ INV. IN(E) - 367.041 rIN
unLI v sT o� w N.
p 1111 / O THER y E3 7, SO000
WN OF
1 \ - � - -'q - J � �., m N / •v .v .v w � w .v .v .v .v w w w .v .v .v vo N o w 3 w �
D
I J_ Z w .v .v .v .v w
SIS 1 - MATCHLNIE SEE SHEET 0-0.1 '�' �.- - .v 0 w w w w w pY
�oN
®
SOUTHERN PINES LIMITS
�pMiTs
�� .MA7aWK SEE SPIFFY '- o
SEN W W w w W W W W
�L " YATC1iNE E SHEET 0-0.2 - - ® r o m w
%x m
- \ H - _ v MATOLM SEE SLEET C-0.2
��"
o�
D
EE, N/ � 1111 � �. , � � J �
Wm ,
� 1 � r
C
o_W "
8.
A.
D
To v v Bio �v <'� -
Im
\ BASIN -,� \\\ W GRAPHIC SC
sE \ B y 360.42
\ o w oo$� 0 100 0 50 100 200
® m \c
( IN FEET )
W W eFE = 365.4 w � ' � w w - W W W W ' � KEYNOTES: >_ inch = 100 ft.
O Seo F ASPHALT PARKING
zw w /4 W W � •, w w w'o tF �Fo �
S BFE = 365.4° °� \ \ DEMO EXISTING GRAVEL ROAD TO EXTENTS REQUIRED FOR THE NEW
m= w w ELEv 3620' ,�� 9y DRIVEWAY ENTRANCE AS SHOWN ON THE ROAD PROFILE SHEET C-3.3
oN=�� 'OZ°'" �R �A � ALL DRIVEWAY PERMITS NEEDED PRIOR TO NEW DRIVEWAY
HOLE SEE DETAIL ON y \�
IC -8 ENTRANCE CONSTRUCTION WORK.
A m o r 0 DREDGING, FIWNG, EXCAVATION OR STORAGE w W WI I
ti w w D w W W C OF EQUIPMENT OR MATERIALS MAY OCCUR 1MTHIN w W W I A
W w , THE ADJACENT FLOOD WAY/NON-ENCROACHMENT AREA w / g 4" SKIMMER WITH 2.5" ORIFICE ATTACHED TO VALVE AT BOTTOM OF
RISER. ALL OTHER RISER ORIFICES TO BE PLUGGED DURING
E CONSTRUCTION.
W W W W W W W W W W W p
RIP RAP OUTLET PROTECTION FOR PROPOSED STORMWATER OUTLETS.
W W W W W W W W WNN"A W I y� yo�aoti000 SEE PAD SIZING CHART ON SHEET C-7.0.
1N LIN FE CE
© SILT FENCE OUTLET (SEE DETAIL ON C-12.0)
m a
W w W W w
W W W W W WBFE=365.0'' W
W w FE 365.0 / a
COORDINATE WITH LOCAL UTILITIES FOR THE DEMOLITION OF EXISTING
POWER POLE.
L' O CONSTRUCTION ENTRANCE (SEE DETAIL ON C-12.0)
zo}o a
4� 0�'y
W W / oow�ti G DEMO EXISTING CULVERT AND REPLACE WITH NEW 15" CULVERT. TIE
�, FDS �o
����� Vfj
INTO EXISTING 15" UPSTREAM LINE AS SHOWN ON SHEET C-3.1.
An
o OBTAIN ALL NECESSARY DEMOLITION PERMITS, DISCONNECT UTILITIES,
o� REMOVE EXISTING UTILITIES AND DEMO STRUCTURE.
m.s
W W W W W+�_ �� as��o JO OBTAIN ALL NECESSARY PERMITS AND DEMO EXISTING WELL AND
��< PUMP. MUST PROVIDE WELL DEMOLITION PERMIT PRIOR TO START OF
o �ti ti
is 0°2w W n w A w UTILITY WORK
r �
15 \ 15' DEEP BORROW PIT AREA TO SUBSTITUTE TOPSOIL
-
r�� �spti LO DEMO EXISTING 15", 24", AND 30" CULVERTS AND REPLACE WITH
s / ROPOSE OCD NSTRUCnoN TWO 72" CULVERTS. SEE SHEET C-3.3 FOR ADDITIONAL INFORMATION.
ENTRANCE ELM 364.5'
DEMO EXISTING 15" CULVERT AND REPLACE WITH 19"X30" ELLIPTICAL
CULVERT. SEE ROAD PROFILE SHEET C-3.3.
LEGEND
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
LIMITS OF DISTURBANCE
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
CONSTRUCTION ENTRANCE
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
STABILIZATION
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
SILT FENCE n
n n n
I TY p/t10
TDD
DIVERSION BERM
PROTECTION ASSIN
OUTLETLL
SHOWN INKTHE EROSION CONTROL PH 1 PLOAN.BERMS STABILIZE.
INLET PROTECTION
0
POROUS BAFFLES
HIGH QUALITY WATER (HQW) ZONES
SKIMMER
O
BASIN INSTALLATION.
F 713,01
RIP -RAP PAD
SILT SINCE OUTLET/CHECK DAM
7
BORROW PIT AREA
LLJ =
DISTURBED AREA: ±15.45 AC
OUTLET @ 362.0;
S/ T
I
�RGANTON RD
VICINITY MAP
1 "=2000'
48" DIAMETER ALUMINUM RISER WITH TRASH RACK. TOP
OF RISER ELEV 368.25'. SHOP DRAWING TO BE REVIEWED
22' DAM (EL 368.0') BY ENGINEER PRIOR TO FABRICATION.
BAFFLES (TYPICAL)
30' IDE WEIR (EL 3 .0') SKIMMER WITH
RETRIEVAL ROPE WATER LEVEL
DURING STORM
SEDIMENT
STORAGE
AREA
--FLANGED STUB WITH GATE
4 1 AND HANDLE WITH
ADAPTER PLATE FOR
SKIMMER (INV 365.0')
SKIMMER ELEVATION DETAIL
NOT TO SCALE
J
-
Q
ALE
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
STABILIZATION
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
STABILIZATION
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
G� \QN MUS T CO
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
I TY p/t10
SEDIMENT NTH ER AND TEMPORARY CORRESPONDING RIP RAP
��\\�L
PROTECTION ASSIN
OUTLETLL
SHOWN INKTHE EROSION CONTROL PH 1 PLOAN.BERMS STABILIZE.
�
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
�`
HIGH QUALITY WATER (HQW) ZONES
V
O
BASIN INSTALLATION.
NONE
SLOPES STEEPER THAN 3:1
7
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
LLJ =
z D M
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
(7
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
y
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
BEFORE YOU DIG!
PLAN.
ONTACT ONE -CALL CENTER
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
1-800-632^4949
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
400
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent)
Installation of erosion control Devices and Seeding
Fill and slopes completed fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
e e a ion established; removal of erosion control measures
Closing of permit, final inspection
`111111II/
.``S� C r
_aw? S AL
30469 -'P _
4
•'9 �//IIIn1`` Cs
9-23-19
_J1I
^ O
00
� O �
00
ct
W �
N 00
O �
�QUO �
OM,sI
W ,� Q�
Z N
w Ct
w
00
� Z
Mrn
a
N
1
DO
O 0
0
N
Ofw
E-1 m
L I Q �
z Z
z o
O zo
r -I ~ F-1 QDO
r� Z
z W W
0���,o
w
OaW�=z
W \ C x m
m
O
W C/)
a
unj
m
A
H-
Q
z
O o
C11 Fk�U
U)
ao
r
m
0
z
C-0
NEW
STABILIZATION
TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND
SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10'
STEEPER THAN 2:1,
OR LESS IN LENGTH AND ARE NOT
14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
THAN 4:1
14 DAYS
NONE, EXCEPT FOR
PERIMETER AND HQW ZONES
`111111II/
.``S� C r
_aw? S AL
30469 -'P _
4
•'9 �//IIIn1`` Cs
9-23-19
_J1I
^ O
00
� O �
00
ct
W �
N 00
O �
�QUO �
OM,sI
W ,� Q�
Z N
w Ct
w
00
� Z
Mrn
a
N
1
DO
O 0
0
N
Ofw
E-1 m
L I Q �
z Z
z o
O zo
r -I ~ F-1 QDO
r� Z
z W W
0���,o
w
OaW�=z
W \ C x m
m
O
W C/)
a
unj
m
A
H-
Q
z
O o
C11 Fk�U
U)
ao
r
m
0
z
C-0

uuyy I OD I-
PIN: 856220817779 • • \
DB:442 PG:867 ASPHALT PARKING z 962 \
- JESUS CHRIST OF LATTER DAY, SAINTS CHURCH \ 62
HIGHWAY 15 N
\
In-, 2 ZONING: OP _ �` °' ti
\31 OCK
'�CD
--- v w
s�777 7 z
'Ss2
o� �- - -
71
O zJ m m Co 00 /
T1 00
�ED0�� // \ �\ �v Q `�� m 50 0 25 50 100
/ 1 \ \ �� G
00
\ _
CD
/ I
F
z `� �� ( IN FEET )
�� �� ---------- oA 1 inch = 50 ft.
CD
VEGETATED SWALE TEMPORARY DIVERSION DITCH --� ,-�co ��
SEE I ``� �tts2�
- z CALCULATIONS ON SHEET C-12 o z
0
a
N° Oo -----� ° • �� .(Q-- ------- ��
��`-�
cc
�Tl
co
00 co 176�
C �� '�Oo - 3$o ---- ------------CE
go
00 00
70
D � �� Z6£ vv
D U CW O ) \ \\ , �� ,, p \ ) �\ \\ \\\ \ \ S6S w 'S6S o
n 0 - v I a`
=���0
EE
���o J \\ , 3> ,♦ +w
V 6 �� o v v A 6
AV A � ��
Cx
fm f-1
F11 w
\\ 'f
+1 � �Ti 40'
40' 00
71 �Tl 20 00 4f
w DD
mN 1
O fir,, a m \\ w oo
N o Oo o O o m 6 -- � v
N N N w a I 1 V U, u \
N w a D co o 8
Ti71 cc
0��L o o \\ \ `-" ♦�
­jn �
+140
CD �� / _-Go--
du 00
°' m
200
NC NAD83(2011
LEGEND
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
SILT FENCE
DIVERSION BERM
INLET PROTECTION
POROUS BAFFLES
SKIMMER
RIP -RAP PAD
SILT SINCE OUTLET/CHECK DAM
BORROW PIT AREA
m m m m m
DISTURBED AREA: ±15.45 AC
362.
pN MUST C
1 \� An n
pz
G\V"
`sow
Sl T
I
)RGA NTON RD
VI CINI TY MAP
1 "=2000'
48" DIAMETER ALUMINUM RISER WITH TRASH RACK. TOP
OF RISER ELEV 368.25'. SHOP DRAWING TO BE REVIEWED
22' DAM (EL 368.0') BY ENGINEER PRIOR TO FABRICATION.
BAFFLES (TYPICAL)
30' IDE WEIR (EL 3 .0') SKIMMER WITH
RETRIEVAL ROPE WATER LEVEL
DURING STORM
SEDIMENT
STORAGE
AREA
N I �\ BEFORE YOU
���� Gco 01 �CO1lAt1 OlritCFl\1Lt 01
KEY NOTES:
i-800-632^4949
F11 00
O
9 o N O U DaJ � � � � � \I, I, \I, \I, ���A DEMO EXISTING GRAVEL ROAD TO EXTENTS REQUIRED FOR THE NEW
71 Ili o U l o O DRIVEWAY ENTRANCE AS SHOWN ON THE ROAD PROFILE SHEET C-3.3
U"°� N \ M \ ALL DRIVEWAY PERMITS NEEDED PRIOR TO NEW DRIVEWAY
0 U1 10
�� I-� �� `v�� v� ENTRANCE CONSTRUCTION WORK.
cc 01
Ul
4" SKIMMER WITH 2.5" ORIFICE ATTACHED TO VALVE AT BOTTOM OF
N \ \ RISER. ALL OTHER RISER ORIFICES TO BE PLUGGED DURING
CONSTRUCTION.
v /
\ �' �' �' ♦
Ir' RIP RAP OUTLET PROTECTION FOR PROPOSED STORMWATER OUTLETS.
♦ SEE PAD SIZING CHART ON SHEET C-7.0.
0 oz
N �� ♦♦♦ ASPHA
�z-CCE
.. \
-< - o ��, p M K v �D ♦♦ © SILT FENCE OUTLET (SEE DETAIL ON C-12.0)
-C 0j i �' � �' ♦♦ O COORDINATE WITH LOCAL UTILITIES FOR THE DEMOLITION OF EXISTING
POWER POLE.
I I d
z oU�
D O CONSTRUCTION ENTRANCE (SEE DETAIL ON C-12.0)
co
I q F G DEMO EXISTING CULVERT AND REPLACE WITH NEW 15" CULVERT. TIE
0 O INTO EXISTING 15" UPSTREAM LINE AS SHOWN ON SHEET C-3.1.
o I ` `�' 1 / o N N = _ O OBTAIN ALL NECESSARY DEMOLITION PERMITS, DISCONNECT UTILITIES,
o�Tl ; 00
hl \� \� ��`/ / o _ CA N o REMOVE EXISTING UTILITIES AND DEMO STRUCTURE.
/_U >-�N0
\\ I �� r o JO OBTAIN ALL NECESSARY PERMITS AND DEMO EXISTING WELL AND
r 0 o � `� PUMP. MUST PROVIDE WELL DEMOLITION PERMIT PRIOR TO START OF
_ D I Q G of ���� / / � UTILITY WORK
F-11 F Ell + U II I' r �� z �1 / / z U K 15' DEEP BORROW PIT AREA TO SUBSTITUTE TOPSOIL
NzcDnm / `\ `1 c r O
/� 0
70 > w o ,' oQQ � JI I / " O DEMO EXISTING 15", 24", AND 30" CULVERTS AND REPLACE WITH
U1 a� 0 / m cm F- �� J 1 / � > o w o o o / TWO 72» CULVERTS. SEE SHEET C-3.3 FOR ADDITIONAL INFORMATION.
o m"o VEGETATED SWALE TEMPORARY DIVERSION DITCH % Y / OM DEMO EXISTING 15" CULVERT AND REPLACE WITH 19"X30" ELLIPTICAL
SEE CALCULATIONS ON SHEET C-12 �' �' d' 1 / CULVERT. SEE ROAD PROFILE SHEET C-3.3.
1 D
0 -00 N
m
19
KN �� Z�
d
C, cca - -�� �- �� ♦♦
+w j�
TOPI MH 377.36
i00
\ INV.I IN(E) = 367.0 SS % / �V �,, ♦
/♦♦♦�
24 UTILITY, S ♦
�wIENT
\ 1483 / 4 7, TOWN OFo
0 T HERN ES , ♦ ♦�
♦
o\ c �l J C U
fm
SS
- _ - MATCHLINE SEE SHEET C-0.1 N
----- o z
- N C s--�
�° SoU'THERN PINES CITY LIMITS ~ (n
-fi vv
SHE
MATCHLINE SEE SHEET C-0.2 N.,MATCHLINE SEE SHEET C-0.1 -•�-
77m mmm�/ ETON
�__ --- H DD1 %�, U) MATCHLINE SEE SHEET C-0.2
A vv o
BOTTOM ELEV: 365.0'
FLANGED STUB WITH GATE
AND HANDLE WITH
ADAPTER PLATE FOR
SKIMMER (INV 365.0')
SKIMMER ELEVATION DETAIL
NOT TO SCALE
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent)
Installation of erosion control Devices and Seeding
Fill and slopes completed fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
e e a Ion established; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
NNIMNi%4NII
IL41
g6NqN4Z
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
Q
w
m
�
Z
�D
h 7�0%=J%
z
T1 00
�ED0�� // \ �\ �v Q `�� m 50 0 25 50 100
/ 1 \ \ �� G
00
\ _
CD
/ I
F
z `� �� ( IN FEET )
�� �� ---------- oA 1 inch = 50 ft.
CD
VEGETATED SWALE TEMPORARY DIVERSION DITCH --� ,-�co ��
SEE I ``� �tts2�
- z CALCULATIONS ON SHEET C-12 o z
0
a
N° Oo -----� ° • �� .(Q-- ------- ��
��`-�
cc
�Tl
co
00 co 176�
C �� '�Oo - 3$o ---- ------------CE
go
00 00
70
D � �� Z6£ vv
D U CW O ) \ \\ , �� ,, p \ ) �\ \\ \\\ \ \ S6S w 'S6S o
n 0 - v I a`
=���0
EE
���o J \\ , 3> ,♦ +w
V 6 �� o v v A 6
AV A � ��
Cx
fm f-1
F11 w
\\ 'f
+1 � �Ti 40'
40' 00
71 �Tl 20 00 4f
w DD
mN 1
O fir,, a m \\ w oo
N o Oo o O o m 6 -- � v
N N N w a I 1 V U, u \
N w a D co o 8
Ti71 cc
0��L o o \\ \ `-" ♦�
­jn �
+140
CD �� / _-Go--
du 00
°' m
200
NC NAD83(2011
LEGEND
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
SILT FENCE
DIVERSION BERM
INLET PROTECTION
POROUS BAFFLES
SKIMMER
RIP -RAP PAD
SILT SINCE OUTLET/CHECK DAM
BORROW PIT AREA
m m m m m
DISTURBED AREA: ±15.45 AC
362.
pN MUST C
1 \� An n
pz
G\V"
`sow
Sl T
I
)RGA NTON RD
VI CINI TY MAP
1 "=2000'
48" DIAMETER ALUMINUM RISER WITH TRASH RACK. TOP
OF RISER ELEV 368.25'. SHOP DRAWING TO BE REVIEWED
22' DAM (EL 368.0') BY ENGINEER PRIOR TO FABRICATION.
BAFFLES (TYPICAL)
30' IDE WEIR (EL 3 .0') SKIMMER WITH
RETRIEVAL ROPE WATER LEVEL
DURING STORM
SEDIMENT
STORAGE
AREA
N I �\ BEFORE YOU
���� Gco 01 �CO1lAt1 OlritCFl\1Lt 01
KEY NOTES:
i-800-632^4949
F11 00
O
9 o N O U DaJ � � � � � \I, I, \I, \I, ���A DEMO EXISTING GRAVEL ROAD TO EXTENTS REQUIRED FOR THE NEW
71 Ili o U l o O DRIVEWAY ENTRANCE AS SHOWN ON THE ROAD PROFILE SHEET C-3.3
U"°� N \ M \ ALL DRIVEWAY PERMITS NEEDED PRIOR TO NEW DRIVEWAY
0 U1 10
�� I-� �� `v�� v� ENTRANCE CONSTRUCTION WORK.
cc 01
Ul
4" SKIMMER WITH 2.5" ORIFICE ATTACHED TO VALVE AT BOTTOM OF
N \ \ RISER. ALL OTHER RISER ORIFICES TO BE PLUGGED DURING
CONSTRUCTION.
v /
\ �' �' �' ♦
Ir' RIP RAP OUTLET PROTECTION FOR PROPOSED STORMWATER OUTLETS.
♦ SEE PAD SIZING CHART ON SHEET C-7.0.
0 oz
N �� ♦♦♦ ASPHA
�z-CCE
.. \
-< - o ��, p M K v �D ♦♦ © SILT FENCE OUTLET (SEE DETAIL ON C-12.0)
-C 0j i �' � �' ♦♦ O COORDINATE WITH LOCAL UTILITIES FOR THE DEMOLITION OF EXISTING
POWER POLE.
I I d
z oU�
D O CONSTRUCTION ENTRANCE (SEE DETAIL ON C-12.0)
co
I q F G DEMO EXISTING CULVERT AND REPLACE WITH NEW 15" CULVERT. TIE
0 O INTO EXISTING 15" UPSTREAM LINE AS SHOWN ON SHEET C-3.1.
o I ` `�' 1 / o N N = _ O OBTAIN ALL NECESSARY DEMOLITION PERMITS, DISCONNECT UTILITIES,
o�Tl ; 00
hl \� \� ��`/ / o _ CA N o REMOVE EXISTING UTILITIES AND DEMO STRUCTURE.
/_U >-�N0
\\ I �� r o JO OBTAIN ALL NECESSARY PERMITS AND DEMO EXISTING WELL AND
r 0 o � `� PUMP. MUST PROVIDE WELL DEMOLITION PERMIT PRIOR TO START OF
_ D I Q G of ���� / / � UTILITY WORK
F-11 F Ell + U II I' r �� z �1 / / z U K 15' DEEP BORROW PIT AREA TO SUBSTITUTE TOPSOIL
NzcDnm / `\ `1 c r O
/� 0
70 > w o ,' oQQ � JI I / " O DEMO EXISTING 15", 24", AND 30" CULVERTS AND REPLACE WITH
U1 a� 0 / m cm F- �� J 1 / � > o w o o o / TWO 72» CULVERTS. SEE SHEET C-3.3 FOR ADDITIONAL INFORMATION.
o m"o VEGETATED SWALE TEMPORARY DIVERSION DITCH % Y / OM DEMO EXISTING 15" CULVERT AND REPLACE WITH 19"X30" ELLIPTICAL
SEE CALCULATIONS ON SHEET C-12 �' �' d' 1 / CULVERT. SEE ROAD PROFILE SHEET C-3.3.
1 D
0 -00 N
m
19
KN �� Z�
d
C, cca - -�� �- �� ♦♦
+w j�
TOPI MH 377.36
i00
\ INV.I IN(E) = 367.0 SS % / �V �,, ♦
/♦♦♦�
24 UTILITY, S ♦
�wIENT
\ 1483 / 4 7, TOWN OFo
0 T HERN ES , ♦ ♦�
♦
o\ c �l J C U
fm
SS
- _ - MATCHLINE SEE SHEET C-0.1 N
----- o z
- N C s--�
�° SoU'THERN PINES CITY LIMITS ~ (n
-fi vv
SHE
MATCHLINE SEE SHEET C-0.2 N.,MATCHLINE SEE SHEET C-0.1 -•�-
77m mmm�/ ETON
�__ --- H DD1 %�, U) MATCHLINE SEE SHEET C-0.2
A vv o
BOTTOM ELEV: 365.0'
FLANGED STUB WITH GATE
AND HANDLE WITH
ADAPTER PLATE FOR
SKIMMER (INV 365.0')
SKIMMER ELEVATION DETAIL
NOT TO SCALE
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent)
Installation of erosion control Devices and Seeding
Fill and slopes completed fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
e e a Ion established; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
\1111111//
CN
30469(�I?y�
///11111111
9-23-19
z
O o
a
��
U
N
III
o
r
m
O
Z
C-0. 1
N
N
E
Q
w
m
�
Z
�D
rv�
z
o0
0
z
o
H
F-1
Q
�
0ZW6�
0
m
W
Orlw�=z
'n
z
m
m
0
r ,
W
a
IOC
�
W
a
a
m
^^
I�
A
Q
0
z
O o
a
��
U
N
III
o
r
m
O
Z
C-0. 1

S -Ar t
s _ �� N ri Cco I I I I/�
- MATCHLINE SEE SHEET C-0 1
_ r s C�
SHL° CO ® SOI�THERN PINES PITY LIMITS
MATCHLINE SEE SHEET C-0.2 N'91 T U)
) I \
Cn
03
4r,�c,, /,'- / a , 1 Imo'
U I // l
/ \ \ \ / / / \ m
NJ
I _--
i � 1
1 - +1
I ,
I , \ \ \F_
\ �Q \\ \\ \\ \ r O
OOYR 1
e 1 H i �' / ��, NC NAD83(2011)CD
s R�
1
Z.
O>
C>
D
m
z
Sl T
I �s
MORGANTON RD y�
so
0 _0
/ 0 O "� ° DISTURBED AREA: (15.45 AC VlCINI TY MAP
D XLI
-P,
J / 1 / `i / I i � ( � /' � z cliJ o00 z c° 1 =2000
w ��N MUST CO
\LITY pR�'`\
o �
F_ 03 _j LLJ
CC D o 1 / I mM co
m z
1z
CDCRF / II a °� m
m
Nj
rn _ BEFORE YOU DIGII o A CONTACT ONE -CALL CENTER m m37
" 4
1-800-632-4949
=o \\ \ 370' \\ � -
--1 X I �� \ \\ \\\ 365 I /\\\ \\\ �\ h I o a
j / �I
\ \ o
�,� SKIMM
,�
\ ER 6 \� A% e I o
\ BgS�N " e� CA
NDD°U ND CD
�z
,ase,�oz - 360.42 oa EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
O 0 v1 Ln o
cn z m -N 1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
I V ,, (� D r p PRECONSRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
L
I/ I/ I/ I/ I/ \ \ ,, ib I/ I/ I/ I KEY NOTES: 2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, REE
h`O \ PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
DEMO EXISTING GRAVEL ROAD TO EXTENTS REQUIRED FOR THE NEW EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
\ , O DRIVEWAY ENTRANCE AS SHOWN ON THE ROAD PROFILE SHEET C-3.3 3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
ALL DRIVEWAY PERMITS NEEDED PRIOR TO NEW DRIVEWAY OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
ENTRANCE CONSTRUCTION WORK.
BFE - 365, q- H' \` � H' H' -- H' H' � �o S / 4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
�j T \ BASIN INSTALLATION.
q, \ O ASPHALT PARKING
X'�\ © 4 SKIMMER WITH 2.5 ORIFICE ATTACHED TO VALVE AT BOTTOM OF
368 BFE ' ' ° � RISER. ALL OTHER RISER ORIFICES TO BE PLUGGED DURING 5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
SILT FENCE OUTLET 7365, q- �p �'�F �\ �\ CONSTRUCTION. 6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
CD
Z ` \ PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
ELEV: 362.0' 62 � �, � �, \
E OND OUTLET ® ' \ © RIP RAP OUTLET PROTECTION FOR PROPOSED STORMWATER OUTLETS. 7. BEGIN INSTALLING REMAINING UTILITIES.
362.0' INTO SCOUR SEE PAD SIZING CHART ON SHEET C-7.0.
"� >> 8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
HOLE. SEE DETAIL ON - •� I' rI C-8 I' I' I, ( PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
D
fTl _ I 006 Op SILT FENCE OUTLET (SEE DETAIL ON C-12.0) PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
D D % EXCAVATION OR STORAGE / EO COORDINATE WITH LOCAL UTILITIES FOR THE DEMOLITION OF EXISTING
F_ / OF EQUIPMENT OR MATERIALS MAY OCCUR WITHIN H' H' H' POWER POLE. 9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
(\ THE ADJACENT FLOODWAY/NON-ENCROACHME I / / / REACH FINAL GRADE.
�, �, �, �, N T AREA / .
/ J A /o` /� F CONSTRUCTION ENTRANCE (SEE DETAIL ON C-12.0) 10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
© DEMO EXISTING CULVERT AND REPLACE WITH NEW 15" CULVERT. TIE
� � � � � � , , � � � � � � � � i 'i %�' •� 11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
INTO EXISTING 15 UPSTREAM LINE AS SHOWN ON SHEET C-3.1. BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
E C� yo '� 12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
�•�n� _°'\',c°� OH OBTAIN ALL NECESSARY DEMOLITION PERMITS, DISCONNECT UTILITIES, CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
\I/ O \i/ D � = REMOVE EXISTING UTILITIES AND DEMO STRUCTURE.
o M o r o z �_ �000 �-, Q 13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
m c o J 0� oo I �� C 01titiG JO OBTAIN ALL NECESSARY PERMITS AND DEMO EXISTING WELL AND 14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
_ cn z m mm I .oy G �o�o PUMP. MUST PROVIDE WELL DEMOLITION PERMIT PRIOR TO START OF CONTROL PLAN SHEET C-4.0).
C
D�� D�O0��cn �._� o�ooti°o`" UTILITY WORK
m p ^ n meq, 15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
D m o ' J 0 15' DEEP BORROW PIT AREA TO SUBSTITUTE TOPSOIL AFTER EACH RAIN EVENT.
N = � J �
> I I/ I/ I/ I/ /fY I/ D \I/ I I/ \I/ �IN LIN FE CEJ 16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
,/ LO DEMO EXISTING 15" 24" AND 30" CULVERTS AND REPLACE WITH
r PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
/ [o
BFE = 365.0 BFE = 365.0 1 ��a TWO 72" CULVERTS. SEE SHEET C-3.3 FOR ADDITIONAL INFORMATION. 17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
E 18. AFTER OF AND
DEMO EXISTING 15" CULVERT AND REPLACE WITH 19"X30" ELLIPTICAL PLACE ANDCUPON EAPPROVALLBY THETRUCTION EROSION CON ROLSINSPECTOR.ANENT EROSION CONTROL MEASURES ARE IN
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROLCULVERT. SEE ROAD PROFILE SHEET C-3.3.
y = MEASURES.
o B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
I
17
L ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
IL
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent:
Installation of erosion control Devices and Seeding
Fill and slopes completed fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
e e a ion established; removal of erosion control measures
Closing of permit, final inspection
°' I/ COY D cc ,y I1
I/ pl p \� I/ I/ I/ I/ I/ v z \ ' y =°y =°
0o o �a
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
CI) Aj
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
OAF o r
\� / /
�_
O^ tiLn
r
COD
0, CD//
"•
���
mcCo
, ter'
4
W,
mAF
A-
1 /
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent:
Installation of erosion control Devices and Seeding
Fill and slopes completed fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
e e a ion established; removal of erosion control measures
Closing of permit, final inspection
°' I/ COY D cc ,y I1
I/ pl p \� I/ I/ I/ I/ I/ v z \ ' y =°y =°
0o o �a
•
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
r
�7"if���
. ,
"•
�11'�'
, ter'
4
W,
mAF
A-
1 /
•
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
300 AL _
469
9-23-19
m
O
Z
C-0.2

40
00991551
PIN: 856220817779
08:442 PG:667 ASPHALT PARKING
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH
373.5'
365.0' o
"om<
oo�
KEY NOTES:
AO SEGMENTAL BLOCK RETAINING WALL. TO BE DESIGNED BY OTHERS
© HC RAMPS REQUIRED AT ALL HC PARKING AND WHERE A RUNNING SIDEWALK MEETS
THE CURB. (TYP)
CO BLACK VINYL -COATED CHAINLINK FENCE (MIN. 4' TALL, MAX 6' TALL)
OD HEAVY DUTY PAVEMENT (SEE PAVEMENT SECTION ON C-7)
O 30" STANDARD CURB AND GUTTER TYP (SEE DETAIL ON C-8)
OF BIKE RACK AREA (SEE DETAIL ON C-7). EACH RACK SHOULD HOUSE 4 BIKES.
O ENTRANCE SIGN
OH SIGHT DISTANCE TRIANGLE
JO TURN CURB DOWN TRANSITION
O GATED ENTRANCE SHALL BE ELECTRONICALLY OPERATED BY SIREN AND ARE
PROVIDED WITH FIRE DEPARTMENT KNOX BOX KEY SWITCH OVERRIDE AND OPTICAL
SENSORS AND COMPLY WITH ASTM F2200. GATE OPENERS SHALL BE LISTED IN
ACCORDANCE WITH UL 325.
© 2' WIDE CONCRETE FLUME
OM COMPACTOR/RECYCLING CENTER SHOWN FOR GENERAL PURPOSES ONLY.
OWNER/CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE AND SIZE OF
ENCLOSURE WITH ARCHITECT AND COMPACTOR MANUFACTURER
ON COVERED CAR WASH AND MAINTENANCE BUILDING
® FENCE GATE ENTRANCE
® WETLANDS AREA 0
® CAST IN PLACE WALL
OS FIRE TRUCK TURN RADIUS
OT PASSENGER CAR TURN RADIUS
OU FUTURE DUMPSTER PAD LOCATION. TO BE UTILIZED IF FOR SOME REASON VALET
TRASH SERVICE TO THE COMPACTOR IS NO LONGER USED AND ADDITIONAL
DUMPSTER PADS ARE REQUIRED TO ENSURE CENTRALIZED WASTE COLLECTION.
O BLACK ALUMINUM PICKET FENCE AROUND POOL AREA
OW CONCRETE WHEEL STOPS (TYP) REQUIRED IN ALL PARKING SPACES THAT
ABUT A SIDEWALK. SEE DETAIL ON C-8.0
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
PARKING SUMMARY
400
UNIT TYPE NUMBER OF UNITS PARKING REQUIRED
1 BEDROOM 120 1 SPACES/UNIT
2 BEDROOM 144 2 SPACES/UNIT
3 BEDROOM 24 2 SPACES/UNIT
REQUIRED VISITOR PARKING = 1 SPACE PER 5 D.0 = 58 SPACES
TOTAL REQUIRED = 120 + 288 + 48 + 58 = 514 SPACES
BICYCLE PARKING REQUIRED = 1 SPACE PER 10 DU = 29 BIKE SPACES
PARKING PROVIDED 515 SPACES
GARAGES 0 SPACES
TOTAL PARKING PROVIDED 515 SPACES
PHASE 1 OPEN SPACE REQUIREMENTS:
PHASE 1 AREA = 29.79 AC
MINIMUM 20% OPEN SPACE REQUIRED = 5.96 AC
MINIMUM 10% OF OPEN SPACE MUST BE USABLE = 2.98 ACRES
PHASE 1 ONSITE WETLANDS COUNTING TOWARDS USABLE OPEN SPACE = 12.47 AC
COMMON AREA USABLE OPEN SPACE (OTHER THAN WETLANDS) = 2.112 AC
COMMON AREA OPEN SPACE (NON -USABLE) = 1.996 AC
TOTAL USABLE OPEN SPACE PROVIDED = 12.47 + 2.11 = 14.58 AC
OVERALL TOTAL OPEN SPACE PROVIDED = 12.47 + 2.11 + 1.996 AC = 16.57 AC
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
USABLE OPEN SPACE
OPEN SPACE (NON—USABLE)
NC NAD83(2011)
S�-L 0
G �
j
O�
n
D
m
m
z
si r
I Gs
MORGANTON RD y�
s
O]
VICINITY MAP
1 "=2000'
SITE SUMMARY
PIN - 856220819203 & 856220808127
SITE ACREAGE - ±33.09 ACRES
CONCEPTUAL DEVELOPMENT PLAN (CPD) FILE #: PD -02-19
PRELIMINARY DEVELOPMENT PLAN (PDP) FILE #: PD -02-19
CURRENT ZONING - PD (PLANNED DEVELOPMENT)
PROPOSED DENSITY - ±8.70 DU/AC
DEED BOOK, PAGE - 4478/454 & 4390/82
CURRENT LANDUSE - VACANT
PROPOSED UNITS - 288 UNITS
PROPOSED IMPERVIOUS - 9.22 AC (27.9%)
URBAN TRANSITION HIGHWAY CORRIDOR (ALONG HWY 15-501)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 50'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =65%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 150'
URBAN VILLAGE HIGHWAY CORRIDOR (ALONG W MORGANTOWN RD)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 40'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =70%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 75'
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
C
o
S AL
=N 30469
9-23-19
Ong
1
J
n
O
cr_
Qv
W
z�
W
z
O
. 001EL%1161�m
1.4
L0
v
a
�
�
W
NC NAD83(2011)
S�-L 0
G �
j
O�
n
D
m
m
z
si r
I Gs
MORGANTON RD y�
s
O]
VICINITY MAP
1 "=2000'
SITE SUMMARY
PIN - 856220819203 & 856220808127
SITE ACREAGE - ±33.09 ACRES
CONCEPTUAL DEVELOPMENT PLAN (CPD) FILE #: PD -02-19
PRELIMINARY DEVELOPMENT PLAN (PDP) FILE #: PD -02-19
CURRENT ZONING - PD (PLANNED DEVELOPMENT)
PROPOSED DENSITY - ±8.70 DU/AC
DEED BOOK, PAGE - 4478/454 & 4390/82
CURRENT LANDUSE - VACANT
PROPOSED UNITS - 288 UNITS
PROPOSED IMPERVIOUS - 9.22 AC (27.9%)
URBAN TRANSITION HIGHWAY CORRIDOR (ALONG HWY 15-501)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 50'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =65%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 150'
URBAN VILLAGE HIGHWAY CORRIDOR (ALONG W MORGANTOWN RD)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 40'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =70%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 75'
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
C
o
S AL
=N 30469
9-23-19
Ong
1
J
n
O
cr_
Qv
W
z�
W
z
O
iii
1.4
L0
v
a
�
�
W
O
W
Q
0
r
m
0
z
C-1.0
N
s
N
w
ILL]
m
z
m
0
00
C
Co
a

00991551
PIN: 856220817779
DB:442 PG:867 ASPHALT PARKING
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH Ln
HIGHWAY 15
�R�NTjON ZONING: OR
BLOCK WALL sss
O� = 1.
cn .. is
O 3 ?r �1 1- - - SOUTHERN PINES TOWN LIMITS ss� S <
-=III 1-1 I I -I m ���� �� �= �� -1 25' URBAN TRANSITION SIDEYARD ' a
H= -4+i=, T�
WALL ��--a 11-1 - I =111: - - - ti� o
=III=III-�-III= 1-III=III-III-I I- - ------------�I=I��I�---�1---��
11=1 I I o 'r-1J.LJ III tl 1-111: -III-III-III-1 I -1 I I-1 I-1 i 1=1 I I-1 -11 1 I I- G�
-111-111. 70 1 11=x -111-1 111- ATED
1= ENTRANCE I I -111-111-I I -I I I-111-111=1 1 III -III I I -111 -III 20 , ts� s6�
111= m I I+ G0° I=111: _.=111=111=111-111-111-111-111= 111-I I ISI I-111
D y :� ::..:I, V I I I-1 I I-1 l �l I I-1 I I� I I • .;
'r
T ;111111. I } �''��;' ' B K :o:::::::::... 11-1111I11I11111I�III� 11 t6�
D_ ............................. _
` - I -111= o III -III -11- ..
\ p - - \\........, zcn�
P.:........ \ \ 1
....... ....... ............... ........ N
y
1=11 I I I 10 \ -X - W ........ E........p.... \..........\ N N
111=111 I 0, o ......
;..
I I=111=1 1 a 8 .. \ ���� o o DCA
�Tl==� .. 00 C
� F- F- n
�> z of
zz
=Ix
C� n 'I x
;U�
CD Cf) zl
X
or,, ti of
I
C'
�U ��No zl x
muj 02 SII
'jp,m� II
� cCn Ln
I
-iX
�
mm 1
FF]
x
Ix
II
N 700 --o I X
0�Cj
z- 4 -Mo
0
I
w
� 1 Cp� Ix
II
Ix
II
I I
IX
►I
N > -u x
omCE �I
zoc,��o`J'-
cn x
N�
�o�oo
Lo "i
F70 ND I
�Cn
Ix
II
I IIx
O oz x
oz�°•' II
�o
Nu„o
z 1 Co G) o N X
G o_ I N N
71 C'
L)°
o Ln J X
OC0 cn
� �Cil Y
U� x
Q
m
- - wIX
SII
wIX
LII
mIX
oll
�1X
= I
= Ix
o�
D O 1 x
NmLOCEz II
0
z=Dc,�w=
z��Ua o I x
C-) >N �
Lo7C-00�
=OrTl��o i x
�n-,=O
D w 10
=02v
x
zF-
II
z
IX
II
� II
II
IX
�� II
>�� II
)y(O 0 I X 12
/ Ix
fil
IX
ss - ss
X
--- _�"
�x�x
�0�-��-b B
P�
C
�.14
l M
III- ,, ti� � .3 , ♦♦♦� `\ �D �
C> G B ♦♦ \ i
F N.P ♦ \
- \ 5�y`� ,��� oar`' o�� F� ♦♦♦ � �� \ \
♦ I � Ci
REA Cf)
24.0': - - I a � i' ♦ TW: 381.0'
s m FE: 8 . ' _ I ♦♦�w: 377.0' ♦ COMMERCIAL �� \
:..: F I \� - I- �♦,♦ �� OUTPARCELs,
�, 27.2' ♦,♦ +/-
619.0 3.297 AC `.
� _ - _
I I 0 ♦ � �/
CTI \ C 4f
N0 40p
m Z e
B o o z00
KE: 381.1 ` �� ♦♦
s �' BUILDIr4G 1300 �♦
W o - 1 I; 3 STORY -24 UNJT BUILDINGFTI
Z Z o - 25.4' \ , %♦� q
Z 12 1 BEDROOM UNITS
i '
cn cin c� _ 12 - 2 BEDROOM W\ TS ♦ TW: 38 z
IBW: 374.x%
$ 9.0' .1 ` ♦♦ e'er
`I
s --1 1- ` ♦�♦ i�
9.0S ' �►♦ �� ` ��
�� 3730'
..................... ..... .. ...
It 0
..... .... .. ...
14
♦ V
♦•, ti ,.
FFE: 380.5B y 1♦ 1S"
BUILDING 1400 L E TW: 378.5' �S ♦♦j z �, / d��
3 STORY -24 UNIT BUILDING 1 \ ♦ /
. LBW: 372.0' ♦
6 - 1 BEDROOM UNITS ` \ % ♦♦, j / ��\y
1 10 6 - 3 BEDROOM UNITS \� \ A
\ o #
o'
♦ /d�'''
25 n `\ Ci �♦ >//
W..M i
Edi' ♦ oED D
Ln
-Ti
Co U) N� Nr p ZZ �� I\ I/OI 0 z F-
F..
W
�z 7
v ' o / -
1
d�4�
o��� /
TW: 377.0'
BW: 370.0'
CD
TW: 375.0'
Y BW: 372.0'00 00 00
24,
�✓ TW: 373.0'
BW: 369.0'
318 E S ENT o 4i
T70ERN G 4 7,
E\TOWN 0F� o \L/��
v S ,
I�
1
fm
TW: 373.0' ' rs
I
BW: 370.0' D � z � �
NE -SEE-SHE-ET-C' 1-1-
_ 0-11111 . 1111110--m
MATCHLINE SEE SHEET C-1.2
0 11�
I
II 1 TW: 370.0'
1 1 BW: 367.0'
KEY NOTES:
A\
SEGMENTAL BLOCK RETAINING WALL. TO BE DESIGNED BY OTHERS
•
HC RAMPS REQUIRED AT ALL HC PARKING AND WHERE A RUNNING SIDEWALK MEETS
AREA = 29.79 AC
THE CURB. (TYP)
©
BLACK VINYL -COATED CHAINLINK FENCE (MIN. 4' TALL, MAX 6' TALL)
OD
HEAVY DUTY PAVEMENT (SEE PAVEMENT SECTION ON C-7)
O
30" STANDARD CURB AND GUTTER TYP (SEE DETAIL ON C-8)
OF
BIKE RACK AREA (SEE DETAIL ON C-7). EACH RACK SHOULD HOUSE 4 BIKES.
©
ENTRANCE SIGN
O
SIGHT DISTANCE TRIANGLE
JO
TURN CURB DOWN TRANSITION
•
' •••Co
GATED ENTRANCE SHALL BE ELECTRONICALLY OPERATED BY SIREN AND ARE
COMMON
PROVIDED WITH FIRE DEPARTMENT KNOX BOX KEY SWITCH OVERRIDE AND OPTICAL
SENSORS AND COMPLY WITH ASTM F2200. GATE OPENERS SHALL BE LISTED IN
2.11
ACCORDANCE WITH UL 325.
••
2' WIDE CONCRETE FLUME
O
OWNER/CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE AND SIZE OF
I
O
COVERED CAR WASH AND MAINTENANCE BUILDING
®
FENCE GATE ENTRANCE
®
WETLANDS AREA 0
NC NAD83(2011) ®
CAST IN PLACE WALL
OS
FIRE TRUCK TURN RADIUS
OT
PASSENGER CAR TURN RADIUS
OU
FUTURE DUMPSTER PAD LOCATION. TO BE UTILIZED IF FOR SOME REASON VALET
�,
�I
O
BLACK ALUMINUM PICKET FENCE AROUND POOL AREA
O
CONCRETE WHEEL STOPS (TYP) REQUIRED IN ALL PARKING SPACES THAT
:73
o
clo
ABUT A SIDEWALK. SEE DETAIL ON C-8.0
GRAPHIC SCALE
50 0 25 50 100 200
l
l
®�®®®■
'l
�®
'
=■■o
1.
��
'I
m
•
lBUILDING
LA
16003
STORY -24 UNIT BUILDING
�J•
..
I
BEDROOM11
1
••
. ••
IF
h
00 0
m ;lCo
(Z C r-
Vffdjjr36=
Il
I�FE
it
1
d�4�
o��� /
TW: 377.0'
BW: 370.0'
CD
TW: 375.0'
Y BW: 372.0'00 00 00
24,
�✓ TW: 373.0'
BW: 369.0'
318 E S ENT o 4i
T70ERN G 4 7,
E\TOWN 0F� o \L/��
v S ,
I�
1
fm
TW: 373.0' ' rs
I
BW: 370.0' D � z � �
NE -SEE-SHE-ET-C' 1-1-
_ 0-11111 . 1111110--m
MATCHLINE SEE SHEET C-1.2
0 11�
I
II 1 TW: 370.0'
1 1 BW: 367.0'
KEY NOTES:
A\
SEGMENTAL BLOCK RETAINING WALL. TO BE DESIGNED BY OTHERS
O
HC RAMPS REQUIRED AT ALL HC PARKING AND WHERE A RUNNING SIDEWALK MEETS
AREA = 29.79 AC
THE CURB. (TYP)
©
BLACK VINYL -COATED CHAINLINK FENCE (MIN. 4' TALL, MAX 6' TALL)
OD
HEAVY DUTY PAVEMENT (SEE PAVEMENT SECTION ON C-7)
O
30" STANDARD CURB AND GUTTER TYP (SEE DETAIL ON C-8)
OF
BIKE RACK AREA (SEE DETAIL ON C-7). EACH RACK SHOULD HOUSE 4 BIKES.
©
ENTRANCE SIGN
O
SIGHT DISTANCE TRIANGLE
JO
TURN CURB DOWN TRANSITION
O
GATED ENTRANCE SHALL BE ELECTRONICALLY OPERATED BY SIREN AND ARE
COMMON
PROVIDED WITH FIRE DEPARTMENT KNOX BOX KEY SWITCH OVERRIDE AND OPTICAL
SENSORS AND COMPLY WITH ASTM F2200. GATE OPENERS SHALL BE LISTED IN
2.11
ACCORDANCE WITH UL 325.
©
2' WIDE CONCRETE FLUME
O
COMPACTOR/RECYCLING CENTER SHOWN FOR GENERAL PURPOSES ONLY.
OWNER/CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE AND SIZE OF
ENCLOSURE WITH ARCHITECT AND COMPACTOR MANUFACTURER
O
COVERED CAR WASH AND MAINTENANCE BUILDING
®
FENCE GATE ENTRANCE
®
WETLANDS AREA 0
NC NAD83(2011) ®
CAST IN PLACE WALL
OS
FIRE TRUCK TURN RADIUS
OT
PASSENGER CAR TURN RADIUS
OU
FUTURE DUMPSTER PAD LOCATION. TO BE UTILIZED IF FOR SOME REASON VALET
TRASH SERVICE TO THE COMPACTOR IS NO LONGER USED AND ADDITIONAL
DUMPSTER PADS ARE REQUIRED TO ENSURE CENTRALIZED WASTE COLLECTION.
O
BLACK ALUMINUM PICKET FENCE AROUND POOL AREA
O
CONCRETE WHEEL STOPS (TYP) REQUIRED IN ALL PARKING SPACES THAT
:73
o
clo
ABUT A SIDEWALK. SEE DETAIL ON C-8.0
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
I0CMEL dLA ►`1►1Mf�I.1to;a
UNIT TYPE NUMBER OF UNITS PARKING REQUIRED
1 BEDROOM 120 1 SPACES/UNIT
2 BEDROOM 144 2 SPACES/UNIT
3 BEDROOM 24 2 SPACES/UNIT
REQUIRED VISITOR PARKING = 1 SPACE PER 5 D.0 = 58 SPACES
TOTAL REQUIRED = 120 + 288 + 48 + 58 = 514 SPACES
BICYCLE PARKING REQUIRED = 1 SPACE PER 10 DU = 29 BIKE SPACES
PARKING PROVIDED 515 SPACES
GARAGES 0 SPACES
TOTAL PARKING PROVIDED 515 SPACES
PHASE 1
OPEN SPACE REQUIREMENTS:
PHASE 1
AREA = 29.79 AC
MINIMUM
20% OPEN SPACE REQUIRED = 5.96 AC
Z
MINIMUM
10% OF OPEN SPACE MUST BE USABLE =
2.98
ACRES
PHASE 1
ONSITE WETLANDS COUNTING TOWARDS USABLE
OPEN SPACE = 12.47 AC
COMMON
AREA USABLE OPEN SPACE (OTHER THAN
WETLANDS)
= 2.112 AC
COMMON
AREA OPEN SPACE (NON -USABLE) = 1.996 AC
TOTAL USABLE OPEN SPACE PROVIDED = 12.47 +
2.11
= 14.58 AC
OVERALL
TOTAL OPEN SPACE PROVIDED = 12.47 +
2.11
+ 1.996 AC = 16.57 AC
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
USABLE OPEN SPACE
OPEN SPACE (NON -USABLE)
G �
j
o�
n
D
m
z
si r
I �s
MORGANTON RD y�
`so
VICINITY MAP
1 "=2000'
SITE SUMMARY
PIN - 856220819203 & 856220808127
SITE ACREAGE ±33.09 ACRES
CONCEPTUAL DEVELOPMENT PLAN (CPD) FILE #: PD -02-19
PRELIMINARY DEVELOPMENT PLAN (PDP) FILE #: PD -02-19
CURRENT ZONING - PD (PLANNED DEVELOPMENT)
PROPOSED DENSITY - ±8.70 DU/AC
DEED BOOK, PAGE - 4478/454 & 4390/82
CURRENT LANDUSE - VACANT
PROPOSED UNITS - 288 UNITS
PROPOSED IMPERVIOUS - 9.22 AC (27.9%)
URBAN TRANSITION HIGHWAY CORRIDOR (ALONG HWY 15-501)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 50'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =65%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 150'
URBAN VILLAGE HIGHWAY CORRIDOR (ALONG W MORGANTOWN RD)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 40'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =70%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 75'
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGR01 LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
C
CN
S AL
=N 30469
IA11
9-23-19
LLI
F-
Q
0
z
z�
d
0
U
N
ao
r
m
0
Z
C-1. 1
00
Z
J
H�
Q
z
v
0
�4
�
W
Lo
o
L0
ZwA-'I=z
14
W
W
:73
o
clo
LLI
F-
Q
0
z
z�
d
0
U
N
ao
r
m
0
Z
C-1. 1
00

I xT::: ::::::. . I..I. `� v , \ y
':' ':':' D:':':':':':':':':':':':':':':': o .:'...........:':'........'.'.'.......'. B W: 370.0 Z
ss
��' KEY NOTES:
ss - j__._.lMATCH'LIIjr ........ - o
T--
\C� AO SEGMENTAL BLOCK RETAINING WALL. TO BE DESIGNED BY OTHERS
• 1s o THE CI..' '.'.. ,��-M�CTf:HtiNE-SEE �HE1F-C- I:1-
- - - w-� MAT LINE E HE T C-1.2 15 © HC RAMPS REQUIRED AT ALL HC PARKING AND WHERE A RUNNING SIDEWALK MEETS
X .. ..
_' :' ' .• v - THE CURB. (TYP)
L� B `• I I I I I .� �. •, o- C ��: � MATCHLINE SEE SHEET C-1.2 CHAINLINK FENCE (MIN. 4 TALL, MAX 6 TALL)
C; © BLACK VINYL-COATEDM L, L
BUILDING 1700 B I II O HEAVY DUTY PAVEMENT (SEE PAVEMENT SECTION ON C-7)
F �O 3 STORY -24 UNIT BUILDING I TW: 370.0' E
i M:; •.. 10
UP 0& _ - 15 x 1 O 30" STANDARD CURB AND GUTTER TYP (SEE DETAIL ON C-8)
6 1 BEDROOM UNITS 1 BW: 367.0
12 - 2 BEDROOM UNITSa I ' " FO BIKE RACK AREA (SEE DETAIL ON C-7). EACH RACK SHOULD HOUSE 4 BIKES.
OQo 6 - 3 BEDROOM UNITS 14 I iTW: 370.0'
F`�op000 O 2gfi FFE: 374.5' " I BW: 365.0' © ENTRANCE SIGN
s• G ti/ _ _Z OH SIGHT DISTANCE TRIANGLE
II W f 2/�sS N A
TURN CURB DOWN TRANSITION
A/ T 373.5'
O GATED ENTRANCE SHALL BE ELECTRONICALLY OPERATED BY SIREN AND ARE
-III F �iB : 365.0 � 0 PROVIDED WITH FIRE DEPARTMENT KNOX BOX KEY SWITCH OVERRIDE AND OPTICAL
z SENSORS AND COMPLY WITH ASTM F2200. GATE OPENERS SHALL BE LISTED IN
I' I' 13 _ `i f I' Cf)o z NC N ( 01 ) ACCORDANCE WITH UL 325.
AD83 2 1
BW: 366.0' ♦ "'�. " ��` "" L 2' WIDE CONCRETE FLUME
I ( __ _ Noy'
"� OJ JJ Omomo O
000 �� H, 00 X007
D /1 = n � OM COMPACTOR/RECYCLING CENTER SHOWN FOR GENERAL PURPOSES ONLY.
�n co mcli OWNER/CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE AND SIZE OF
3 BUILD' OJ�"V ^ M 15 ; z n °' ENCLOSURE WITH ARCHITECT AND COMPACTOR MANUFACTURER
STpRy,24NG 190 CIV 1z i o ON COVERED CAR WASH AND MAINTENANCE BUILDING
BW: 366.0' �' 0 � ��`" '� ` I Z
12 UMT BUILDING 20:5'
12
n P FENCE GATE ENTRANCE
2 BEDR0OM N N .� -�
Co
FF BEDRppM UNITS ri~ , I z 0
a v E 374.5• TS ♦ c� I r ® WETLANDS AREA 0
�o� ! r B s0•, .......
�''••�
o `; I I �, Ia ® CAST IN PLACE WALL
C?
- vi
°' 9.0' o I� OS FIRE TRUCK TURN RADIUS
M Co
PASSENGER CAR TURN RADIUS
D C
C I OU FUTURE DUMPSTER PAD LOCATION. TO BE UTILIZED IF FOR SOME REASON VALET
..... . .
..............
o � ' a v .'. ...W: 373.5'
TRASH SERVICE TO THE COMPACTOR IS NO LONGER USED AND ADDITIONAL
W �,
DUMPSTER PADS ARE REQUIRED TO ENSURE CENTRALIZED WASTE COLLECTION.
�` ... S.'.'. '...........'.' . � BW: 363.0
' � � � �: - - OV BLACK ALUMINUM PICKET FENCE AROUND POOL AREA
Q IIIIIIIIII-_-III=1 1 D 1 - _
I-"'-"' ' II CONCRETE WHEEL STOPS (TYP) REQUIRED IN ALL PARKING SPACES THAT
I , =111- TW: 372.5' " I� ABUT A SIDEWALK. SEE DETAIL ON C-8.0
_ BW: 366.0' Q
_0 �� =I BW: 365.0' DRY BW: 365.0' ♦ �1�
=III=1 I POND I==I I I=I 11= TW: 369.5 n D z
♦ BW: 359.0' °' 0KK-0,�
II-III- , ;III -III _ z-zNuJ
C - - , �♦ RIP 20' CLASS II D D N o
I=I 11= BW: 365.0' - ' ♦ = 360.42 n_ o N
=III=I -1 -, BW: 366.0' TW: 368.5 ... ... o o� o
ITBW: 358.0' O r o J
\62. EPLACE EXIS 1NG CULVERTS
=III '♦ NTH DOUBLE 2" RCP
VERT -I GRAPHIC SCALE
CONCRETEUEN REINFORCED
1-1 I I -I I NCDOT STAND RD
_ DETAIL, 50 0 25 50 100 200
fW
\l- % �i Ipl I I I I I I
I �- -I I �, : 368.5 In =III- I BW: 364.5' ,
BFE = 365.4
A ASPHALT PARKING
OF RETAINING WALL TO I
BFE
- - DISCHARGE WATER FROM CURB
=III I -I Br 365, q- IN 2' MADE CONCRETE FLUME
=11 III=IIIIIIIII z V'
-
--
�� II III III=1I � � � � �9 -----___�• -
1=1 7.
m
°
°°zo ° C✓ •
D
=III I =III III- o
v�' I i Co
� 'III =1 I I I I II � j
ATED ENTRANCE
•. ♦- � II II III= � � � � � � � 1 °
Y
cn C13 11)0r �a �^ �C�Co
I ;:op 000ti
CA
N 0 --1
N N - - .... /
co
BFE ` = 365.0 BFE = 365.0 � � ��
300' URB \[/� - - - - \1/_ ^
AN VILLAGE CORRIDOR
tea-
..
Uy
°
Av
a
r�
°D Coo
^/ 'ti.�co4'p
Ai
m
N +:':'TW: 370.0'
z I !
BW: 366.5'
GO
m N
O N o
_ c) ,moo w rn
D n O D� D o O �0 �� 00
75, `I' o z - -
URBAN VILLAGE D - Co F `"o 00
- - - - BUFFER SETBACK N n _ _ _ �' so - ♦ \ �� �o
ccs
40' URBAN
_ VILLAGE BUFFER- -
-�-YARD Co
-�
( IN FEET )
1 inch = 50 ft.
PARKING SUMMARY
UNIT TYPE NUMBER OF UNITS PARKING REQUIRED
1 BEDROOM 120 1 SPACES/UNIT
2 BEDROOM 144 2 SPACES/UNIT
3 BEDROOM 24 2 SPACES/UNIT
REQUIRED VISITOR PARKING = 1 SPACE PER 5 D.0 = 58 SPACES
TOTAL REQUIRED = 120 + 288 + 48 + 58 = 514 SPACES
BICYCLE PARKING REQUIRED = 1 SPACE PER 10 DU = 29 BIKE SPACES
PARKING PROVIDED 515 SPACES
GARAGES 0 SPACES
TOTAL PARKING PROVIDED 515 SPACES
PHASE 1
OPEN SPACE REQUIREMENTS:
AF
Nw-
PHASE 1
AREA = 29.79 AC
MINIMUM
20% OPEN SPACE REQUIRED = 5.96 AC
MINIMUM
10% OF OPEN SPACE MUST BE USABLE = 2.98
ACRES
PHASE 1
ONSITE WETLANDS COUNTING TOWARDS USABLE
OPEN SPACE = 12.47 AC
COMMON
AREA USABLE OPEN SPACE (OTHER THAN WETLANDS)
= 2.112 AC
( IN FEET )
1 inch = 50 ft.
PARKING SUMMARY
UNIT TYPE NUMBER OF UNITS PARKING REQUIRED
1 BEDROOM 120 1 SPACES/UNIT
2 BEDROOM 144 2 SPACES/UNIT
3 BEDROOM 24 2 SPACES/UNIT
REQUIRED VISITOR PARKING = 1 SPACE PER 5 D.0 = 58 SPACES
TOTAL REQUIRED = 120 + 288 + 48 + 58 = 514 SPACES
BICYCLE PARKING REQUIRED = 1 SPACE PER 10 DU = 29 BIKE SPACES
PARKING PROVIDED 515 SPACES
GARAGES 0 SPACES
TOTAL PARKING PROVIDED 515 SPACES
PHASE 1
OPEN SPACE REQUIREMENTS:
PHASE 1
AREA = 29.79 AC
MINIMUM
20% OPEN SPACE REQUIRED = 5.96 AC
MINIMUM
10% OF OPEN SPACE MUST BE USABLE = 2.98
ACRES
PHASE 1
ONSITE WETLANDS COUNTING TOWARDS USABLE
OPEN SPACE = 12.47 AC
COMMON
AREA USABLE OPEN SPACE (OTHER THAN WETLANDS)
= 2.112 AC
COMMON
AREA OPEN SPACE (NON -USABLE) = 1.996 AC
TOTAL USABLE OPEN SPACE PROVIDED = 12.47 + 2.11
= 14.58 AC
OVERALL
TOTAL OPEN SPACE PROVIDED = 12.47 + 2.11
+ 1.996 AC = 16.57 AC
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
USABLE OPEN SPACE
OPEN SPACE (NON -USABLE)
y�-L G\�00 m
Z.
'mss JO\� o
OJ
C7
D
m
m
z
Sl T
I G
MOR TON RD y�
I�
so
VICINI TY MAP
1 "=2000'
SITE SUMMARY
PIN - 856220819203 & 856220808127
SITE ACREAGE - ±33.09 ACRES
CONCEPTUAL DEVELOPMENT PLAN (CPD) FILE #: PD -02-19
PRELIMINARY DEVELOPMENT PLAN (PDP) FILE #: PD -02-19
CURRENT ZONING - PD (PLANNED DEVELOPMENT)
PROPOSED DENSITY - ±8.70 DU/AC
DEED BOOK, PAGE - 4478/454 & 4390/82
CURRENT LANDUSE - VACANT
PROPOSED UNITS - 288 UNITS
PROPOSED IMPERVIOUS - 9.22 AC (27.9%)
URBAN TRANSITION HIGHWAY CORRIDOR (ALONG HWY 15-501)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 50'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =65%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 150'
URBAN VILLAGE HIGHWAY CORRIDOR (ALONG W MORGANTOWN RD)
BUILDING SETBACKS = 75'
PARKING AREA SETBACK = 50'
LANDSCAPE BUFFER = 40'
BUILDING HEIGHT LIMITATIONS = 35'
DRIVEWAY MAX WIDTH = 36'
MAXIMUM BUILT UPON AREA =70%
MAXIMUM BUILDING FOOTPRINT = 30%
MINIMUM DISTANCE FROM INTERSECTION FOR DRIVE = 75'
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
1111111111
�g C '
O
SAL
=N 30469
%� ''111111111`
A.
1111111111
9-23-19
C40
z�
F
Oa
5�
U
N
ao
m
0
z
C- 1. 2
�D
Q
z
in
�
z
C)
m
1�
Z
v
�
L
Co
z
Wim'
=z
uj
a
m
�l
z
0
Lc"--
W
m
W
p
a
C/)
I -I
T^
V1
_
a
m
A
C40
z�
F
Oa
5�
U
N
ao
m
0
z
C- 1. 2

00991551
PIN: 856220817779
D8: 442 PG:867 ASPHALT PARKING
JESUS CHRIST OF LATTERv DAY, SAINTS CHURCH
rnNc usr
BEND
2 - 8" RTH JOINT
CONC THRUST BLOCK
NC NAD83(2011)
LEGEND
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
W W
SS
TYPICAL WATER UNE SERVICE
1-1/2" RPZ
1-1/2" WATER METER
2" FIRE SERVICE W/ VALVE- Z2" DOMESTIC SERVICE W/ VALVE
i
2" SERVICE W/ VALVE
2" SERVICE W/ VALVE
w w w w w w
WATER MAIN
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
LEGEND
KEY NOTES:
OA 8" C900 PVC WATER MAIN
OB 6" C900 PVC WATER MAIN
© 2" BUILDING FIRE SERVICE WITH ABOVE GROUND 1-1/2" RPZ OUTSIDE
BUILDING SEE. (SEE TYPICAL WATER LINE SERVICE DIAGRAM THIS SHEET). BFP
INSIDE BLDG TYP
O 2" DOMESTIC WATER SERVICE WITH 1-1/2" WATER METER (TYPICAL. SEE
TYPICAL WATER LINE SERVICE DIAGRAM THIS SHEET) BFP INSIDE BLDG TYP
O CONNECT TO EXISTING WATER MAIN PER SOUTHERN PINE STANDARDS. 6"
WATER LINE HAS BEEN STUBBED OUT FOR CONNECTION. USE REDUCER TO
REDUCE 8" WATER MAIN INTERNAL TO SITE DOWN TO 6" FOR TIE IN.
©
6"
X 12" TAPPING
SLEEVE AND VALVE
O
8"
C900 SANITARY
SEWER MAIN
O
6"
SEWER SERVICE
AT MINIMUM OF 1.0%. CLEANOUT TO BE PROVIDED AT
ODOGHOUSE SEWER MANHOLE CONNECTION OVER EXISTING SEWER LINE. INSTALL
PER SOUTHERN PINES PUBLIC WORKS STANDARDS
O 6" HYDRANT ASSEMBLY PER TOWN OF SOUTHERN PINES STANDARDS.
® REMOTE FDC TO BE LOCATED OFF OF THE BUILDING WITH 4" DIP LINE TO
UTILITY CLOSET. SEE DETAIL ON C-9.0
® 1" WATER SERVICE LINE WITH METER AND RPZ
O 4" SEWER SERVICE WITH OIL/WATER SEPARATOR (INSIDE BUILDING) AND
SAND/GRIT TRAP IN CAR WASH.
O m
`sem
O]
n
D
m
z
S/ T
I G�
MORGANTON RD S�
s
O�
VICINITY MAP
1 "=2000'
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF WATER AND SEWER
SERVICES AT THE BUILDING. BFP TO BE LOCATED INSIDE BUILDING.
UTILITY CONTRACTOR IS RESPONSIBLE FOR RUNNING FIRE SERVICE INTO THE
RISER ROOM. UTILITY CONTRACTOR SHALL COORDINATE THIS WITH THE
BUILDING CONTRACTOR.
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0%
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18"VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER
INVERT.
UTILITY NOTES:
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT
LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. PHONE NUMBER 910-692-1983.
CONTRACTOR SHALL ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE
RESTARTING WORK AFTER WORK HAS STOPPED.
2. CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT
BETWEEN THESE PLANS AND THE PUBLISHED STANDARDS OF THE TOWN. APPROVAL OF
THESE PLANS DOES NOT CONSTITUTE ANY WAIVER FROM THE TOWN STANDARDS.
3. ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL
BE BAGGED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND
INSTALL THE REQUIRE MATERIALS AT THEIR COST.
4. CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER
MAIN LINES WITHOUT PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION
AND THE TOWN. CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW SEWAGE.
CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT
NECESSARY TO AVOID SPILLAGE. VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES
AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW.
5. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC ON EXISTING
ROADWAYS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS LATEST EDITION
AND TOWN REQUIREMENTS.
6. WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED
ROADWAYS, STORM DRAINS, AND UTILITY EASEMENTS HAVE BEEN GRADED AND
CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LOTS ARE
REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND
SEWER SERVICE CONNECTIONS.
7. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN
STABILIZED IN A WORK DAY SHALL BE DONE SO. IF STABILIZATION DOES NOT OCCUR
AT THE END OF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND SAFETY
CONTROLS SHALL BE INSTALLED.
8. A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION.
MATERIALS SUBMITTALS SHALL BE DELIVERED AND APPROVED BY THE TOWN OF
SOUTHERN PINES FOR WATER AND SEWER CONSTRUCTION PRIOR TO THE START OF
WORK.
9. ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN
UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE TOWN. OPEN ENDS OF PIPES
SHALL BE FITTED WITH WATER TIGHT DEVICES TO PREVENT ENTRANCE OF FOREIGN
MATTER WHEN PIPE -LAYING OPERATIONS ARE INTERRUPTED.
10. ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT
OF WAY OR IN DEDICATED UTILITY EASEMENTS. MAINS INSTALLED IN TOWN RIGHT OF
WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT.
11. BEFORE THE SYSTEM MAY BE PUT INTO SERVICE, THE TOWN WILL REQUIRE THE
AS -BUILT INFORMATION FOR WATER, SEWER AND STORM DRAINAGE. CONTACT TOSP GIS
DEPARTMENT FOR REQUIREMENTS.
12. TOWN MUST BE PROVIDED WELL DEMOLITION PERMIT PRIOR TO START OF UTILITY WORK.
13. TOWN WILL ONLY ALLOW I OF THE MANUFACTURERS ALLOWABLE JOINT DEFLECTION. NO
BENDING OF THE PIPE SECTION SHALL BE ALLOWED.
I/I11111%%1
9-23-19
^_0!!�
F-�-I O
O
� M
w
O
w N M O
�U� v
W QZN
3
OIO
M
EDGE
OF
TOWN EASEMENT
LINE TO
DELINEATE END OF TOWN MAINTENANCE.
O
TOWN
OF
SOUTHERN PINES
UTILITY
EASEMENT
ODOGHOUSE SEWER MANHOLE CONNECTION OVER EXISTING SEWER LINE. INSTALL
PER SOUTHERN PINES PUBLIC WORKS STANDARDS
O 6" HYDRANT ASSEMBLY PER TOWN OF SOUTHERN PINES STANDARDS.
® REMOTE FDC TO BE LOCATED OFF OF THE BUILDING WITH 4" DIP LINE TO
UTILITY CLOSET. SEE DETAIL ON C-9.0
® 1" WATER SERVICE LINE WITH METER AND RPZ
O 4" SEWER SERVICE WITH OIL/WATER SEPARATOR (INSIDE BUILDING) AND
SAND/GRIT TRAP IN CAR WASH.
O m
`sem
O]
n
D
m
z
S/ T
I G�
MORGANTON RD S�
s
O�
VICINITY MAP
1 "=2000'
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF WATER AND SEWER
SERVICES AT THE BUILDING. BFP TO BE LOCATED INSIDE BUILDING.
UTILITY CONTRACTOR IS RESPONSIBLE FOR RUNNING FIRE SERVICE INTO THE
RISER ROOM. UTILITY CONTRACTOR SHALL COORDINATE THIS WITH THE
BUILDING CONTRACTOR.
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0%
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18"VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER
INVERT.
UTILITY NOTES:
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT
LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. PHONE NUMBER 910-692-1983.
CONTRACTOR SHALL ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE
RESTARTING WORK AFTER WORK HAS STOPPED.
2. CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT
BETWEEN THESE PLANS AND THE PUBLISHED STANDARDS OF THE TOWN. APPROVAL OF
THESE PLANS DOES NOT CONSTITUTE ANY WAIVER FROM THE TOWN STANDARDS.
3. ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL
BE BAGGED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND
INSTALL THE REQUIRE MATERIALS AT THEIR COST.
4. CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER
MAIN LINES WITHOUT PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION
AND THE TOWN. CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW SEWAGE.
CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT
NECESSARY TO AVOID SPILLAGE. VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES
AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW.
5. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC ON EXISTING
ROADWAYS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS LATEST EDITION
AND TOWN REQUIREMENTS.
6. WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED
ROADWAYS, STORM DRAINS, AND UTILITY EASEMENTS HAVE BEEN GRADED AND
CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LOTS ARE
REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND
SEWER SERVICE CONNECTIONS.
7. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN
STABILIZED IN A WORK DAY SHALL BE DONE SO. IF STABILIZATION DOES NOT OCCUR
AT THE END OF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND SAFETY
CONTROLS SHALL BE INSTALLED.
8. A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION.
MATERIALS SUBMITTALS SHALL BE DELIVERED AND APPROVED BY THE TOWN OF
SOUTHERN PINES FOR WATER AND SEWER CONSTRUCTION PRIOR TO THE START OF
WORK.
9. ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN
UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE TOWN. OPEN ENDS OF PIPES
SHALL BE FITTED WITH WATER TIGHT DEVICES TO PREVENT ENTRANCE OF FOREIGN
MATTER WHEN PIPE -LAYING OPERATIONS ARE INTERRUPTED.
10. ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT
OF WAY OR IN DEDICATED UTILITY EASEMENTS. MAINS INSTALLED IN TOWN RIGHT OF
WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT.
11. BEFORE THE SYSTEM MAY BE PUT INTO SERVICE, THE TOWN WILL REQUIRE THE
AS -BUILT INFORMATION FOR WATER, SEWER AND STORM DRAINAGE. CONTACT TOSP GIS
DEPARTMENT FOR REQUIREMENTS.
12. TOWN MUST BE PROVIDED WELL DEMOLITION PERMIT PRIOR TO START OF UTILITY WORK.
13. TOWN WILL ONLY ALLOW I OF THE MANUFACTURERS ALLOWABLE JOINT DEFLECTION. NO
BENDING OF THE PIPE SECTION SHALL BE ALLOWED.
I/I11111%%1
9-23-19
^_0!!�
F-�-I O
O
� M
w
O
w N M O
�U� v
W QZN
3
OIO
M
z
z0
O~
,_' a
�a
U
W N
ao
r
m
0
z
C- 2. 0
04
N
m
O
N
d'
a
�
Q
z_
LJ
In
�
z
Z
J
O
00
o
H
U
W
L
I
m
E1
E-1
�
�-
o
Z
�
a
m
O
A
hW
r
�
_
O
a
m
a
A
w
u
Q
0
z
z0
O~
,_' a
�a
U
W N
ao
r
m
0
z
C- 2. 0

�aNT/%
FITTING LIST: \1\ w
1- 8" X 6" X 6" T E E
2 - 6" GATE VALVE �\
�1 - 8" GATE VALVE
F_
o -C 3 - MECH JOINT RESTRAINT A
No > m m z CONCRETE THRUST BLOCKING
z 0�Q I
zo �CT0) o r,, Cl A-11
NN tn
= NC-
�c»oC-
= z „p D0 FITTING LIST:
z O l 1 - 45 DEG BEND
T C D U 2- 6" MECH JOINT
CONC THRUST BLOCK
J,/
— — ClA�
I G�
L J
I N U CE
z
ED N�o
o= N
IoW
MH 1—B
Cn
RIM = 377.35 Cn
INV IN = 367.75' 8" PVC
INV OUT = 367.55' 8" PVC I
FITTING LIST:
1 - 6" GATE VALVES
1- 6" X 6" HYDRANT TEE
1 - 6" FIRE HYDRANT
2 - 6" MECH JOINT
CONC THRUST BLOCK
I
_
O
F1
or
SDo�
N m U7 CO z
O �Tj D L'l 0 o
—_ O
0 D T N O
cco70J�0+_
7J0m0�
K _ U 0
T1 D 00
� = Co
O r
zr
Cn
C)
C
1 - 6" GATE VALVES
1- 8" X 6" HYDRANT TEE
z s _u
1 - 6" FIRE HYDRANT
D -
IV o > -0 Cj .-
2 - 8" MECH JOINT
1 a °J Co
CONC THRUST BLOCK
o
IN
IN
(S) = 365.77' 8" PVC
(E)= 365.57' 8" PVC
`INV
N N N
1
IN
(N)= 365.77' 8" PVC
OA
cu)wC)-u00
CI A-13
�ooUoLfnw
� F_ F_
THESE PLANS DOES NOT CONSTITUTE ANY WAIVER FROM THE TOWN STANDARDS.
OB
D D J
zz
O
ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL
FITTING LIST: -
1 - 45 DEG BENDi L
2 - 8"
MECH JOIW
CONC THRUST BLOCK
o m
z
D� O�
=
m
r (/I
N D _u m z
CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER
INSIDE BLDG TYP
MAIN LINES WITHOUT PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION
= Fl l,_ O
r
F�.. Ow
77 = Cr
2" DOMESTIC WATER SERVICE WITH 1-1 /2" WATER METER (TYPICAL. SEE
� C-)
cn
T,=moo
INSIDE BLDG TYP
=c ��
AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW.
5.
CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC ON EXISTING
A
CONNECT TO EXISTING WATER MAIN PER SOUTHERN PINE
STANDARDS. 6"
N � -C
Cl A-12
OECz
USE REDUCER TO
AND TOWN REQUIREMENTS.
z 0 o
FOR TIE IN. 6.
WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED
G� a
FITTING LIST:
Cj 1
- 45 DEG BEND
CP 0 2 -
8" MECH JOINT
o CONC
THRUST BLOCK
I
FITTING LIST: \1\ w
1- 8" X 6" X 6" T E E
2 - 6" GATE VALVE �\
�1 - 8" GATE VALVE
F_
o -C 3 - MECH JOINT RESTRAINT A
No > m m z CONCRETE THRUST BLOCKING
z 0�Q I
zo �CT0) o r,, Cl A-11
NN tn
= NC-
�c»oC-
= z „p D0 FITTING LIST:
z O l 1 - 45 DEG BEND
T C D U 2- 6" MECH JOINT
CONC THRUST BLOCK
J,/
— — ClA�
I G�
L J
I N U CE
z
ED N�o
o= N
IoW
MH 1—B
Cn
RIM = 377.35 Cn
INV IN = 367.75' 8" PVC
INV OUT = 367.55' 8" PVC I
FITTING LIST:
1 - 6" GATE VALVES
1- 6" X 6" HYDRANT TEE
1 - 6" FIRE HYDRANT
2 - 6" MECH JOINT
CONC THRUST BLOCK
I
_
O
F1
or
SDo�
N m U7 CO z
O �Tj D L'l 0 o
—_ O
0 D T N O
cco70J�0+_
7J0m0�
K _ U 0
T1 D 00
� = Co
O r
zr
Cn
C)
C
1 - 6" GATE VALVES
1-
6" X 6" HYDRANT TEE
1 - 6" FIRE HYDRANT
=
2 = 6" MECH JOINT
%
CONC THRUST BLOCK
00991551 \
PIN: 856220817779
D13:442 PG:867 ASPHALT PARKING
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH
uln^\ \>
NvNAY 1 5 /v
RCP CULVERT
(SEE OFFSITE \
IMPR
VEMENT PLANS
OR OADDITIONAL DETAIL) \
O s
X
VI #* %w
\ I
y�
4
P-2
\ m�
VC ♦ q/z� \1/
ac
j \j/ \to J
� \1/ ��s,
Qgo
Q ITTING LIST:
1 - 6" GATE VALVES
1- 6" X 6" HYDRANT TEE \L/ \J/ \J/ \
N 1 - 6" FIRE HYDRANT
2 - 6" MECH JOINT \L/ � ���-� \L/ � \1/ \L/
CONC THRUST BLOCK
M � � \L/ \L/ � \1/ \L/ � � \
I J-10 ♦ � \1/ \L/ � fM \j/ \t/ � \1/
Q ITTING LIST:
1 1 - 45 DEG BEND \L/ � � \L/ \L/ � \1/
2 - 6" MECH JOINT /
D I CONC THRUST BLOCK \L/ �
I ; � \1/ \j/ � \j/ \
C\J/ \L/ \L/ \J/ \ to AS
B -I I J-9
IYl/ \1/ \L/ � � \L/
1
1 \L/40
1l\ 100♦
�d
L J/ \J/�>o
� 3 �MC z
Lo
zz Vim-
z— z
00 �
I 1 " o00
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
W W
SS
TYPICAL WATER LINE SERVICE
1-1/2" RPZ
1-1/2" WATER METER
2" FIRE SERVICE W/ VALVE- Z2" DOMESTIC SERVICE W/ VALVE
2" SERVICE W/ VALVE-
_w
WATER MAIN
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
NC NAD83(2011)
,_,2" SERVICE W/ VALVE
W W W
LEGEND
50
O m
`sem
O]
n
D
m
Z
S/ T
ORGAN TON RD S�
�s
O�
VICINITY MAP
1 "=2000'
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF WATER AND SEWER
SERVICES AT THE BUILDING. BFP TO BE LOCATED INSIDE BUILDING.
UTILITY CONTRACTOR IS RESPONSIBLE FOR RUNNING FIRE SERVICE INTO THE
RISER ROOM. UTILITY CONTRACTOR SHALL COORDINATE THIS WITH THE
BUILDING CONTRACTOR.
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0%
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18"VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER
INVERT.
Z5 �N UTILITY NOTES:
cn r
cn cn o
-7 d��� / D _ o 1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
�J, \L, \, z � �� ` _ ° CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT
Cf) G G ��d� / / D
L -FITTING LIST:
1 - 6" GATE VALVES
1- 6" X 6" HYDRANT TEE cn �.
1 - 6" FIRE HYDRANT
1 2- 6" MECH JOINT O
J CONC THRUST BLOCK
ITTING LIST: /
1 - 15 DEG BENDS
i 2 - 6" MECH JOINT /
O\V- THRUST BLOCK
SQl
11'
00
3 0483PTILIE S� ENT � � O � \J/
0 TERN I#
Es 4 7, \TOWN OF� o ��
D �
\ _
1
1 Fri�
-7 2j 1`77
o
L\L/ � \L/
�E1�1_26
I- O l�Hlt VALVLJ
1- 6" X 6" HYDRANT TEE
1 - 6" FIRE HYDRANT
2 - 6" MECH JOINT I
CONC THRUST BLOCK
DI B-6
MH
1—A
'
RIM
=
374.81
%
INV
INV
IN
IN
(S) = 365.77' 8" PVC
(E)= 365.57' 8" PVC
`INV
IN
(N)= 365.77' 8" PVC
OA
INV
OUT = 365.57' R" [Dwo
00991551 \
PIN: 856220817779
D13:442 PG:867 ASPHALT PARKING
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH
uln^\ \>
NvNAY 1 5 /v
RCP CULVERT
(SEE OFFSITE \
IMPR
VEMENT PLANS
OR OADDITIONAL DETAIL) \
O s
X
VI #* %w
\ I
y�
4
P-2
\ m�
VC ♦ q/z� \1/
ac
j \j/ \to J
� \1/ ��s,
Qgo
Q ITTING LIST:
1 - 6" GATE VALVES
1- 6" X 6" HYDRANT TEE \L/ \J/ \J/ \
N 1 - 6" FIRE HYDRANT
2 - 6" MECH JOINT \L/ � ���-� \L/ � \1/ \L/
CONC THRUST BLOCK
M � � \L/ \L/ � \1/ \L/ � � \
I J-10 ♦ � \1/ \L/ � fM \j/ \t/ � \1/
Q ITTING LIST:
1 1 - 45 DEG BEND \L/ � � \L/ \L/ � \1/
2 - 6" MECH JOINT /
D I CONC THRUST BLOCK \L/ �
I ; � \1/ \j/ � \j/ \
C\J/ \L/ \L/ \J/ \ to AS
B -I I J-9
IYl/ \1/ \L/ � � \L/
1
1 \L/40
1l\ 100♦
�d
L J/ \J/�>o
� 3 �MC z
Lo
zz Vim-
z— z
00 �
I 1 " o00
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
W W
SS
TYPICAL WATER LINE SERVICE
1-1/2" RPZ
1-1/2" WATER METER
2" FIRE SERVICE W/ VALVE- Z2" DOMESTIC SERVICE W/ VALVE
2" SERVICE W/ VALVE-
_w
WATER MAIN
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
NC NAD83(2011)
,_,2" SERVICE W/ VALVE
W W W
LEGEND
50
O m
`sem
O]
n
D
m
Z
S/ T
ORGAN TON RD S�
�s
O�
VICINITY MAP
1 "=2000'
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF WATER AND SEWER
SERVICES AT THE BUILDING. BFP TO BE LOCATED INSIDE BUILDING.
UTILITY CONTRACTOR IS RESPONSIBLE FOR RUNNING FIRE SERVICE INTO THE
RISER ROOM. UTILITY CONTRACTOR SHALL COORDINATE THIS WITH THE
BUILDING CONTRACTOR.
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0%
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18"VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER
INVERT.
Z5 �N UTILITY NOTES:
cn r
cn cn o
-7 d��� / D _ o 1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
�J, \L, \, z � �� ` _ ° CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT
Cf) G G ��d� / / D
L -FITTING LIST:
1 - 6" GATE VALVES
1- 6" X 6" HYDRANT TEE cn �.
1 - 6" FIRE HYDRANT
1 2- 6" MECH JOINT O
J CONC THRUST BLOCK
ITTING LIST: /
1 - 15 DEG BENDS
i 2 - 6" MECH JOINT /
O\V- THRUST BLOCK
SQl
11'
00
3 0483PTILIE S� ENT � � O � \J/
0 TERN I#
Es 4 7, \TOWN OF� o ��
D �
\ _
1
1 Fri�
-7 2j 1`77
o
L\L/ � \L/
�E1�1_26
I- O l�Hlt VALVLJ
1- 6" X 6" HYDRANT TEE
1 - 6" FIRE HYDRANT
2 - 6" MECH JOINT I
CONC THRUST BLOCK
DI B-6
`111111//
C
O ,
SAL -
30469 V'
���1111111`
9-23-19
C- 2. 1
LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. PHONE NUMBER 910-692-1983.
CONTRACTOR SHALL ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE
KEY
NOTES:
RESTARTING WORK AFTER WORK HAS STOPPED.
F
2.
CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT
OA
8" C900 PVC WATER MAIN
BETWEEN THESE PLANS AND THE PUBLISHED STANDARDS OF THE TOWN. APPROVAL OF
THESE PLANS DOES NOT CONSTITUTE ANY WAIVER FROM THE TOWN STANDARDS.
OB
6" C900 PVC WATER MAIN
3.
ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL
BE BAGGED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND
©
2" BUILDING FIRE SERVICE WITH ABOVE GROUND 1-1/2"
RPZ OUTSIDE
INSTALL THE REQUIRE MATERIALS AT THEIR COST.
BUILDING SEE. (SEE TYPICAL WATER LINE SERVICE DIAGRAM THIS SHEET). BFP 4.
CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER
INSIDE BLDG TYP
MAIN LINES WITHOUT PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION
AND THE TOWN. CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW SEWAGE.
CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT
2" DOMESTIC WATER SERVICE WITH 1-1 /2" WATER METER (TYPICAL. SEE
TYPICAL WATER LINE SERVICE DIAGRAM THIS SHEET) BFP
INSIDE BLDG TYP
NECESSARY TO AVOID SPILLAGE. VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES
AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW.
5.
CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC ON EXISTING
O
CONNECT TO EXISTING WATER MAIN PER SOUTHERN PINE
STANDARDS. 6"
ROADWAYS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS LATEST EDITION
WATER LINE HAS BEEN STUBBED OUT FOR CONNECTION.
USE REDUCER TO
AND TOWN REQUIREMENTS.
REDUCE 8" WATER MAIN INTERNAL TO SITE DOWN TO 6"
FOR TIE IN. 6.
WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED
ROADWAYS, STORM DRAINS, AND UTILITY EASEMENTS HAVE BEEN GRADED AND
♦� ©ROADWAYS,
X 12" TAPPING SLEEVE AND VALVE
CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LOTS ARE
00
REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND
J
0
8" C900 SANITARY SEWER MAIN
SEWER SERVICE CONNECTIONS.
7.
ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN
6" SEWER SERVICE AT MINIMUM OF 1.0%. CLEANOUT TO
BE PROVIDED AT
STABILIZED IN A WORK DAY SHALL BE DONE SO. IF STABILIZATION DOES NOT OCCUR
O
EDGE OF TOWN EASEMENT LINE TO DELINEATE END OF TOWN MAINTENANCE.
AT THE END OF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND SAFETY
CONTROLS SHALL BE INSTALLED.
TOWN OF SOUTHERN PINES UTILITY EASEMENT
8.
A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION. 9
MATERIALS SUBMITTALS SHALL BE DELIVERED AND APPROVED BY THE TOWN OF
DOGHOUSE SEWER MANHOLE CONNECTION OVER EXISTING
SEWER LINE. INSTALL
SOUTHERN PINES FOR WATER AND SEWER CONSTRUCTION PRIOR TO THE START OF
PER SOUTHERN PINES PUBLIC WORKS STANDARDS
WORK.
9.
ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN
N
6" HYDRANT ASSEMBLY PER TOWN OF SOUTHERN PINES
STANDARDS.
UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE TOWN. OPEN ENDS OF PIPES
SHALL BE FITTED WITH WATER TIGHT DEVICES TO PREVENT ENTRANCE OF FOREIGN
Q
REMOTE FDC TO BE LOCATED OFF OF THE BUILDING WITH 4" DIP LINE TO
MATTER WHEN PIPE -LAYING OPERATIONS ARE INTERRUPTED.
UTILITY CLOSET. SEE DETAIL ON C-9.0
10.
ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT
OF WAY OR IN DEDICATED UTILITY EASEMENTS. MAINS INSTALLED IN TOWN RIGHT OF
1" WATER SERVICE LINE WITH METER AND RPZ
WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT.
Vi/
11.
BEFORE THE SYSTEM MAY BE PUT INTO SERVICE, THE TOWN WILL REQUIRE THE
O
4" SEWER SERVICE WITH OIL/WATER SEPARATOR (INSIDE
BUILDING) AND
AS -BUILT INFORMATION FOR WATER, SEWER AND STORM DRAINAGE. CONTACT TOSP GIS
DEPARTMENT FOR REQUIREMENTS.
SAND GRIT TRAP IN CAR WASH.
12.
TOWN MUST BE PROVIDED WELL DEMOLITION PERMIT PRIOR TO START OF UTILITY WORK.
13.
TOWN WILL ONLY ALLOW j OF THE MANUFACTURERS ALLOWABLE JOINT DEFLECTION. NO
BENDING OF THE PIPE SECTION SHALL BE ALLOWED.
`111111//
C
O ,
SAL -
30469 V'
���1111111`
9-23-19
C- 2. 1

co
u
i
D
D
r
0
114-v_ uu I = Jb5.57" 8" PVC \/ / ' IFD
SS CI A-8 w L N - _ B N
Y
SS MATCHLINE SEE SHEET - 1 I
VN
oEMT 1 �� nK NV = 368.5 SOUTHERN P' - I Y L t -
� I
�a INV = 371.5
I H-2 ,, , , .. , • . • . f ,. 1 ITTING LIST:
Gam, L 3 DI E-5 1 1 1- 6" GATE VALVES N
SG� I I H-1 Q Cl E-4 I D-1 1- 6" X 6" HYDRANT TEE
Q 1 - 6" FIRE HYDRANT
BUILDING 1700 2 - 6" MECH JOINT I
INV = 371.5 g \ ', ST
CONC THRUST BLOCK
O��G 3 STORY -24 UNIT BUILDING
\ I I B-6
6
- 1 BEDROOM UNITS I ` I I1
� � F I A - 7 . � Q��2
J 12 - 2 BEDROOM UNITS
FITTING LIST:' \ � G� I E-3 I �
1 - 30 DEG BEND T 9 T \ \ o 6 - 3 BEDROOM UNITS
O� _
2 - 6" MECH JOINT F `yv F FOA �G FFE: 374.5' C ITTING LIST:
CONC THRUST BLOCK �� s \ 3 \O oo��1 - 30 DEG BEND
o�G 2 - 6" MECH JOINT
R A-6 \ K s' G��i�s = CONC THRUST BLOCK
FITTIN\\ D N = 368.5 K SS I C-1 3 /
I , 1 - 30 DEG BEND \ / K / L 0
2 - 6" MECH JOINT C z
I CONC THRUST BLOCK CD/ z
"` , I E-2 a =�� V I NOWZ
DI A-5 0,:57
JJ= % IG or��cno
/W _n m, z o�,
FITTING LIST: L C 4'� O�0 m o O z 1_1o so
N o
H' 1 - 15 DEG BEND G-1 oJ= o O/' / 2 � c� n � CD Cj
2 - 6" MECH JOINT I NV = 368.5 F-1 a �� /� / z / 0 �? o, o o 00
m �o
CONC THRUST BLOCK K BUI m` m M 111 , CA Z J 0n 00- ul
w
RI 2-A / 1 D STORY -24 UNIT 00 Z� /D
RIM = 375.5 „ ��1 A-4 12 - 1 BED BUILDING / I B-4
CIO F -
INV OUT = 366.77 8 PVC, - (� N / 0
\ 00 ` B FEBEDROOM NITS z
0)C)l v 3 374.5' S C / c�
' o m! l I *,O\t/ q
_
ITTING LIST:
0 0 I_ E-1 DI B-2 / B 1- 45 DEG BEND
71 cil _ M 2 - 6" MECH JOINT
- _ _ _ D CONC THRUST BLOCK
O _F - �D M
D _ _ -n�� / 1 B-3
�m n D ITTING LIST:
rn
00, I A-2 \ 1 - 6" X 6" X 6" TEE
n CA 3 - 6" GATE VALVE
= o FITTING LIST: � I A-1 \ 3 - MECH JOINT RESTRAINT
n 1 - 60 DEG BEND FITTIN CONCRETE THRUST BLOCKING v - - -
2 - 6" MECH JOINT 1 - 45 DEG BEND •■ z - _
g CONC THRUST BLOCK 2 - 6" MECH JOINT N I B-1 � # o
C/)
-0 \I/ \L/ CONIC THRUST BLOCK
A-0 ,
\ W o >��o
B1%�N� = 360.42 O o 0
000�
cn - m iv
CO m
\ \
Gln
' BFE - 365.4/ASPHALT PARKING
m 'o
B FE= 365.4
ES POND OUTLET @
362.0' INTO SCOUR I' I' _9A \ �
HOLE. SEE DETAIL ON >> ti 'si•,
a �I I
FTI
uly
1 1
1 II I co Q.
,U Coo OOroz I �I \a =^OOc,�,�n4��
z I� " °' o H1 I �= o o \tirnoo
m c�� ° J� �O B b3 \F /tij
�? L D 05 0 Z 1 I �y o� aO �0O
Aj
cf)In � c?o / 2 00
O
D = N J I
�� ,� D I 0,
BFE ` = 365.0 _
W W BFE - 365.0
/ y _
•
. ' s. • ■■
tj
'ITTING LIST:
1 - 45 DEG BEND
CONC THRUST BLOCK
WAA ARF
0 RAW
NC NAD83(2011)
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
LEGEND
TYPICAL WATER UNE SERVICE
1-1/2" RPZ
16---l-1/2" WATER METER
2" FIRE SERVICE W/ VALVE 2" DOMESTIC SERVICE W/ VALVE
2" SERVICE W/ VALVE
2" SERVICE W/ VALVE
WWATER MAIN W
W W
WETLANDS
AE FLOOD WAY
AE FLOOD ZONE
LEGEND
�O\\ O
O>
n
D
m
r
r
Z
Sl T
I
MORGANTON RD y�
so
VICINITY MAP
1 "=2000'
_0
0469
30469 �
,9
� i iii i INN
"`:
9-23-19
_0!!�
TW
l J
~�
�
/ o
V�
GRAPHIC SCALE
o
50 0 25 50 100 200
0
Q
m
m
D
w
z
m
z
oA
_
( IN FEET)
O
�
1 inch = 50 ft.
o a
O
Or
w
N
E --q
U
v
O
U
\v1
(0
` C)a
v:.
0
/~'1
N
tp
F o
DC7
ti /�' �vv
0��
r�Z
Q
O
C
00
W
O
�F_ 00 CD
-D11�
�O
/
u CD
cJ;u-°'�
C/) 2
Q
m
\
�Fll 7 X0]6,00
I4
z
a
z
TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT
LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. PHONE NUMBER 910-692-1983.
I-�--I
=
z
Q
m
CONTRACTOR SHALL ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE
0 O
'\v o
RESTARTING WORK AFTER WORK HAS STOPPED.
cn
Z)
•
. ' s. • ■■
tj
'ITTING LIST:
1 - 45 DEG BEND
CONC THRUST BLOCK
WAA ARF
0 RAW
NC NAD83(2011)
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
LEGEND
TYPICAL WATER UNE SERVICE
1-1/2" RPZ
16---l-1/2" WATER METER
2" FIRE SERVICE W/ VALVE 2" DOMESTIC SERVICE W/ VALVE
2" SERVICE W/ VALVE
2" SERVICE W/ VALVE
WWATER MAIN W
W W
WETLANDS
AE FLOOD WAY
AE FLOOD ZONE
LEGEND
�O\\ O
O>
n
D
m
r
r
Z
Sl T
I
MORGANTON RD y�
so
VICINITY MAP
1 "=2000'
_0
0469
30469 �
,9
� i iii i INN
"`:
9-23-19
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0% W
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18" VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES 00
M
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE ^ ,
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER �•� N
INVERT.
s
N
_0!!�
TW
l J
~�
�
���
V�
GRAPHIC SCALE
o
50 0 25 50 100 200
0
Q
m
m
D
w
z
m
z
z
( IN FEET)
O
�
1 inch = 50 ft.
O
Or
w
N
E --q
U
M
O
U
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF WATER AND SEWER
[�]
^
0
/~'1
N
tp
SERVICES AT THE BUILDING. BFP TO BE LOCATED INSIDE BUILDING.
Q
O
W
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0% W
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18" VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES 00
M
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE ^ ,
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER �•� N
INVERT.
s
N
TW
l J
~�
�
���
V�
t
w
ALL 6" SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0% W
SEPARATION REQUIREMENTS
SEWER LINES CROSSING WATER MAINS SHALL MAINTAIN A MINIMUM SEPARATION OF
18" VERTICALLY. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE PRESCRIBED 18 INCHES 00
M
OF VERTICAL SEPARATION, THE WATER LINE SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
GRAVITY SEWER CROSSING STORM DRAINS SHALL MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 24". WHEN CROSSING SEPARATION IS LESS THAN 24"#57 STONE ^ ,
SHALL BE INSTALLED BETWEEN THE STORM DRAIN INVERT AND THE GRAVITY SEWER �•� N
INVERT.
s
N
Q
m
m
D
z
m
z
z
O
�
Or
E --q
U
0
/~'1
UTILITY NOTES:
W
00
1.
ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
I4
z
a
TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER
CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT
LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. PHONE NUMBER 910-692-1983.
I-�--I
=
z
Q
m
CONTRACTOR SHALL ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE
RESTARTING WORK AFTER WORK HAS STOPPED.
cn
Z)
0
KEY
NOTES:
2.
CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT
W
z
BETWEEN THESE PLANS AND THE PUBLISHED STANDARDS OF THE TOWN. APPROVAL OF
_
OA
8" C900 PVC WATER MAIN
THESE PLANS DOES NOT CONSTITUTE ANY WAIVER FROM THE TOWN STANDARDS.
�--I
_
m
3.
ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL
W
�;
©
6" C900 PVC WATER MAIN
BE BAGGED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND
O
a
INSTALL THE REQUIRE MATERIALS AT THEIR COST.
©
2" BUILDING FIRE SERVICE WITH ABOVE GROUND 1-1/2"
RPZ OUTSIDE 4.
CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER
1.4
_
BUILDING SEE. (SEE TYPICAL WATER LINE SERVICE DIAGRAM THIS SHEET). BFP
MAIN LINES WITHOUT PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION
~
m
INSIDE BLDG TYP
AND THE TOWN. CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW SEWAGE.
CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT
Op
2" DOMESTIC WATER SERVICE WITH 1-1/2" WATER METER (TYPICAL. SEE
NECESSARY TO AVOID SPILLAGE. VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES
a
TYPICAL WATER LINE SERVICE DIAGRAM THIS SHEET) BFP
INSIDE BLDG TYP
AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW.
5.
CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC ON EXISTING
ROADWAYS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS LATEST EDITION
p
OCONNECT
TO EXISTING WATER MAIN PER SOUTHERN PINE
STANDARDS. 6"
AND TOWN REQUIREMENTS.
WATER LINE HAS BEEN STUBBED OUT FOR CONNECTION.
USE REDUCER TO 6.
WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED
REDUCE 8" WATER MAIN INTERNAL TO SITE DOWN TO 6"
FOR TIE IN.
ROADWAYS, STORM DRAINS, AND UTILITY EASEMENTS HAVE BEEN GRADED AND
CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LOTS ARE
©
�� ��
6 X 12 TAPPING SLEEVE AND VALVE
REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND
SEWER SERVICE CONNECTIONS.
p
O
8" C900 SANITARY SEWER MAIN
7.
ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN
F
STABILIZED IN A WORK DAY SHALL BE DONE SO. IF STABILIZATION DOES NOT OCCUR
a
O6"
SEWER SERVICE AT MINIMUM OF 1.0%. CLEANOUT TO
BE PROVIDED AT
AT THE END OF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND SAFETY
5
U
EDGE OF TOWN EASEMENT LINE TO DELINEATE END OF TOWN MAINTENANCE.
CONTROLS SHALL BE INSTALLED.
W
w
8.
A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION.
p
O
TOWN OF SOUTHERN PINES UTILITY EASEMENT
MATERIALS SUBMITTALS SHALL BE DELIVERED AND APPROVED BY THE TOWN OF
SOUTHERN PINES FOR WATER AND SEWER CONSTRUCTION PRIOR TO THE START OF
SEWER MANHOLE CONNECTION OVER EXISTING
SEWER LINE. INSTALL
WORK.
ODOGHOUSE
PER SOUTHERN PINES PUBLIC WORKS STANDARDS
9.
ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN
UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE TOWN. OPEN ENDS OF PIPES
O
6" HYDRANT ASSEMBLY PER TOWN OF SOUTHERN PINES
STANDARDS.
SHALL BE FITTED WITH WATER TIGHT DEVICES TO PREVENT ENTRANCE OF FOREIGN
MATTER WHEN PIPE -LAYING OPERATIONS ARE INTERRUPTED.
m
®REMOTE
FDC TO BE LOCATED OFF OF THE BUILDING WITH 4" DIP LINE TO 10.
ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT
UTILITY CLOSET. SEE DETAIL ON C-9.0
OF WAY OR IN DEDICATED UTILITY EASEMENTS. MAINS INSTALLED IN TOWN RIGHT OF
z
WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT.
1" WATER SERVICE LINE WITH METER AND RPZ
11.
BEFORE THE SYSTEM MAY BE PUT INTO SERVICE, THE TOWN WILL REQUIRE THE
®
AS -BUILT INFORMATION FOR WATER, SEWER AND STORM DRAINAGE. CONTACT TOSP GIS
O4"
SEWER SERVICE WITH OIL/WATER SEPARATOR (INSIDE
BUILDING) AND 12.
DEPARTMENT FOR REQUIREMENTS.
TOWN MUST BE PROVIDED WELL DEMOLITION PERMIT PRIOR TO START OF UTILITY WORK.
C-2.2
SAND/GRIT TRAP IN CAR WASH.
13.
TOWN WILL ONLY ALLOW j OF THE MANUFACTURERS ALLOWABLE JOINT DEFLECTION. NO
BENDING OF THE PIPE SECTION SHALL BE ALLOWED.

390
:m
370
360
< < < < K= —
tj
cn �ZzZ II 1—I���CA> Z Z -UK — — — —
♦ Z m < < _
♦ (/) v JA d ONINOZ -
r♦� JWd NIN HW2� ONINO
O Z II � :ONINOZ I I OOSn�31NOW J.ddb'H HW?� •ONINOZ Nb'WI�HOSd f IWC
CA II Oo HWd :ONINOZ C 1 � HO J 1Nn00 I 1SdnH3Nld �0 3Ob��IA t09 :Od 21 8d I 331Sn?�l 813HOS d b?�d8?�b8 I NVAI�HOSv � a�`
0 (A CA -� � t09:Od 1 8d I iiismdi 8I3HOS H HdBSOr
ONI NOIldIOOSSb' S2�3NM03WOH II W 99� �Od 2Z� �8a I
< � Cs 0 0-) CA v 5:Od 1:8d 889:0d 2902:80 t09:Od 21:84 I t09:od 21:8c
cn Cn Cn 0 S��IH 1S3d0il lb' SV��IA II �„� �I Od L8Z1 8a 9LZ9180ZZ998 Nld Z�� Od I.Z9Z:E
II 9L 19180ZZ998 :NId 982 :Od t98t :8a
v v Cn 819 'Od 2912'8a 8��2Z000
928008002998 Nld CA 8022998 Nld ZL081000 LLt9180ZZ998
9L29180ZZ998 Nld
z � v v � 1222000 229 LZ000
< v 1011 1000 �I v SZ Z 1182000
II Cn " 00 - 00 CJ1 C n 6Z I LZ L L Z l
J bg n < _ u' M
I
< < `-' 00 Y I I I
ID Ci D < n O
00
0
I `9 < O D D SiMlI Ailo
LinH31\11d D_
o N SlIW1� NMOL S3NId NZI31Hinos 1
IchI
n
-----� I II $$ —ss 1+0 $$ --2+00 ----------------- — D
3+00
dJ D I �� I W W W 8 //------------------------- -
w w1
s-------------- ----- _ w
N _ \ i W W W \
1 I u� ... I \ oo \ \ \ / , \
/ I I ,09.9L2 \ \\ \\ y1 < ..I. r \\ \
I \ \ \
I I BAH _ z \ .. \ , PROPERTY LINE
G\\-�O m
�O\\ O
O>
n
D
m
z
Sl T
I
MORGANTON RD y�
SO
VICINITY MAP
1 "=2000'
mxel"11
,6 8L2 •3HH
I I S11Nn W00?�a38 Z - ZL S11Nn WOOda38 2 < 9 \ \�// / J WATER LINE
I LA
S11Nn WOOda38 1 - II \ o S11Nn W00?�a38 Z Z 1 0 \
cn I Z 1 S11Nn W00?�a38 Z ' 1 � / _ \
I S11Nn WOO2�a38 1 - N 9 \\ - SANITARY SEWER
I z \ � S11Nn WOOda38 1 - Z!, ! •
ONIa- � 11Nn �bZ-J.?�OlS 2 ,
= I II 012 ONIa�InB z \ " °
STORM SEWER
ONla�ln8 llNn �bZ-J.?�O1 � 2 � � ! \ \ ONla�ln8 11 -
I 1 o Nn -bZ J.?�O1S 2
1 I N
C4 1 oOZne F Z ONlanl—
N I I N � \` 1 z OOZ 1 ONla�ln8
�
I u, I n ,\ I I N 1082 :3jj z
3 1
I I y \\ I U < NC NAD83(2011)
X000
1
�llz Z $ — — c,a 1-b
O Ov>
s ss
' zz0z II z 0�����,
_ 00
I
z z , n N 6' cr' 1I C7 w I. I z — ZJ (/) CABANA S c9 �0� c
_ aNno�O7 did rn � o °' N °' � s s�
\ I I I I I I I � L Cb O O I O =
\° � � 1 - I I 1 0 3; W 11 \ II
�� � C I C � � � � M � --I 1
\ �� coN, �� c�IN, �Cn � �� I cn 000 - ,� Cn
Cu c° z
\\ \ Cn o Doo z� -u CJml� �� I NII � > ao
\ \°" cn 000 -i o) z < oo0 z� O I I Corn m m0
\ - z 000 0 < n ��� 3 I ,-,-,m 03 D�
ccc - II C7 000 co L---- o�
F-
rT
I
P- lk
m
1 0
cli
CT
61N0) C,J
cn
1 I 1 0
CC)
C: c_
I—
CJIOCC) �o
\ \ w z z z z J FFE: 378.5 ccc F "
\ \ o C/� C/) C/� 0 1 N - zzz o F----- 00
Ln BUILDING 1500 z I c
3 STORY -24 UNIT BUILDING 1 cn c/� 0 3 I G
Cf
z \ 12 - 1 BEDROOM UNITS I 0 N
♦�� It
Le %$To]
um•T•l
CB
MITI]
6-W•T•1
1:1=10,
`AX•T•1
GRAPHIC SCALE
20 40 80
006]
:R
370
360
( IN FEET )
I inch = 40 ft.
160
//IIII%%%,
9-23-19
It
N
U
U
m
U >
>
Q'
W
D
m
Z
z
>
J
or
mo
F�
w
Lo
1-
00
NO
Um
��
"00
m
C0 z
(D>
00
W
F- Cn
w X
W
m 0
O a0
00�
r
Q0rn
m
>> x .J
�
O
00 Ln
a
N
i
o o II
m m ��
L�
00 II F--
�D
00 00
Lo
rj z O
O
00
I\
m C°
II
>>
Cn _
I
z z
z
Ln Lo
z O
ANHOLE TO BE
MINIMUM 18"
Q
00(o1
= jj
ABOVE GRADE
NHEN NOT LOCATED
ro II
F
:2 > >
UNDER PAVEME
T
�I�II
II II
II
U)
CE z z z z
PROPOSED G
ADE
— — —
_
W
PVC WAT
R
0
" PVC WATER
N
N
Ln
105LF
" PVC @ 0.60%
357LF 8" PVC @ 0.50%
147LF 8" PVC @
0.75%
HORIZONTAL SCALE: 1":=40'
VERTICAL SCALE: 1"=4'
Le %$To]
um•T•l
CB
MITI]
6-W•T•1
1:1=10,
`AX•T•1
GRAPHIC SCALE
20 40 80
006]
:R
370
360
( IN FEET )
I inch = 40 ft.
160
//IIII%%%,
9-23-19
m
d
z
C-2.3
a
It
N
I
rb
NN
z_
Q'
W
D
m
Z
z
J
or
mo
F�
w
Lo
1-
00
NO
m
W
W
W
=
m
�
O
a
m
m
d
z
C-2.3
a

370
360
_AwAMW,
Ln
00
C3
�0
v J
M�
U
>-
0
LO trts�•i
In
Ln
YE
085E
O
>
z
0+00 1+00 2+00
370
360
VICINITY MAP
1 "=2000'
LEGEND
PROPERTY LINE — —
WATER LINE W W
SANITARY SEWER SS
STORM SEWER
NC NAD83(2011)
GRAPHIC SCALE
20 0 'o 20 40
( IN FEET )
1 inch = 20 ft.
80
' , I I 1W,
9-23-19
U
U
It
N
>
MANIHNE
To RE MINIMUM 1,9"
Q
CD z
ABOVE GF
ADE WHEN NOT LOCATED
00
z
o
z F-cf)
UNDER PAVEMENT
Q
(A X
Lo
00
>
W
z
C)
n
a
a
W
00
w
Q
1
Lo
L I I
00
00
00
=
Cn
z
N
O
Lo
Lo
Ln (noU)
1
00(o
r�
(.0
n
(o
n II \
m
_�zzzC)
II
II
II D
—�
cn
m
PROPOSED GRADE
"
PVC WATER
s
k0
-0c
1.9" RCP:
0
LJ
N
20OLF 8" P
C © 0.507.
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=2'
0+00 1+00 2+00
370
360
VICINITY MAP
1 "=2000'
LEGEND
PROPERTY LINE — —
WATER LINE W W
SANITARY SEWER SS
STORM SEWER
NC NAD83(2011)
GRAPHIC SCALE
20 0 'o 20 40
( IN FEET )
1 inch = 20 ft.
80
' , I I 1W,
9-23-19
R
N
C401 z
z�
F
O0-
5FE03
U
W N
ao
m
d
z
C-2.4
A
It
N
I
rb
NN
Q
Q'
W
m
D
z
z
o
m
Q
Lo
00
z
a
a
W
w
Q
m
=
Cn
z
LIS
=
m
cn
m
R
N
C401 z
z�
F
O0-
5FE03
U
W N
ao
m
d
z
C-2.4
A

I
. r_9)
O
�<
C C C r
zzz �
C0LL-
`DI L-1 LL- __j
>
mo
D O II
Cn I
N
N
O
O I f, 0 1 J-2 z '
�Do� 0 INV = 372.5 I
0 rTl z I
r
I
z�D� wo I 3 I I
�cn�0 I I J-1
z Cr -00A �, O ,, °1 D I J-6
I I
c�S0�o� I N I I
�ncn O, I 1 J-4 I
�Dicnw I I ,� c� 1 J-3 —J
N N
co I\j
o r i 3 1 BUILDING 1600 J-5 J 3 I
z� I N I s° I I 3 STORY -24 UNIT BUILDING I
Cu
—I I
O I I N N� 6 - 1 BEDROOM UNITS
c� _0 12 - 2 BEDROOM UNITS 1
3 I ,�� �� C z - 3 BEDROOM UNITS 3 I
C I o �' z N I K-1 FFE: 376.5'
cn _ O O -� 1
0 fn 00 o - NV 370.5 I SS
-J K DI K-2 '
r-
C C ,
3 1 z z � INV. IN(E)
I � c - i- INV. IN(N)= -85
UT 366.9 S
z n I N I NV = 3 .5 DI K-3SS 1
«� MH 1—q
RIM = 374.81 I �''� �ko° ss I 3
INV I
I B-8
z = N (S) = 365.77' 8" PVC j I `' -s ° • %° Ss �`/
II 1 I
INV IN (E)= 365.57' 8" PVC I N I ______------ ='
_ 3+00 I CI B-
INV IN (N)= 365.77' 8" PVC — J — — 1
INV OUT ssl 3 I
1-0
= 365.57' 8" PVC_ sS — ss —
� +0 I CI A-8- S wl
Ss _ Ss —
o , W 0 SS NV = 368.5 SOUTHE I11Y L
°�
,z IA
INV = 371.5 I
S S
I H-2
G�� �� Q I V DI E-5 1 1
I I .•
1 � PGS 3 I H-1 CI E-4 I D-1 3 1
1
\ s, BUILDING 1700 A ' I
1 , INV = 371.5 ��� \ � "/\ 3 STORY -24 UNIT BUILDING I
390
370
360
J J-7 d��� 1 = c�D����
D -0 0
Z / O0 p-
��
0 Fq Q0
�Ozz1 / z z
WWI O
q/m�WI
a-,�;1
I�
ss Q1�6
ss
C ,ice , ; ♦ �•�,
10 4%p
\�k4jj,�*, I
41#,
3 OTILI E,IS� ENT s
,,
OUT -CERN DIES 7, \TOWN OF� z \L/�I� \t/l \I,/
I
7� F-17
,•f � D
� Q
AL C110
. -
40
O
1 1
%I B-6 ;;u 1
6 - 1 BEDROOM UNITS p 1
�� ,� �� I E-3 62 _ 2 BEDROOM UNITS
�ij. � 3 BEDROOM UNITS
1 1
1 `� '�� '• �9s \ ,�\ �F ��O��o ��� FFE: 374.5' I
I A-6 \ s. G ��� ,. INV = 368.5 / �
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
uW/TIl
affIT.
MITI]
6-WIT11
1:1=10,
`AK/T11
E:�iITI]
390
370
360
cs
O
yam-- G\\-�m
O>
C�
D
m
z
Sl T
I
MORGANTON RD y�
so
VICINITY MAP
1 "=2000'
NC NAD83(2011)
20 GRAPHIC SCALE 160
40 80
( IN FEET )
1 inch = 40 ft.
LEGEND
9-23-19
m
d
z
C-2.5
EXISTING
SEWER MAIN
P
C)
>
U
C)0 >
1Z
U
>
U
z
CD
.—, z
U
CD
z
Z ~
F-
U
X
(n W
X
X
U>
>
U U
> >
w
v
w
.�
CD
00
00
00
�.
(0 z
00 00
00
CV
Z F-
F- u)
r- r- f,
r -o
In
rn
o co
Q0
06
(n X
w
r- r-
�
O � (0
o
(0
b� PROPOSED DOGHOUSE
MANHOLE Q 00� �
ri
_
n
_
n
00 OVER TOP OF EXISTING
PVC I to
II
F-
g � 6
00 _
EWER MAIN. II II
II z
U) n z O
(n n
=
II - -
w�
:2 > > XIS
NG MANHOLE RIM TO BE LOWE
ED
:2 >
z z
z
z z TOP PROPOSED
GRADE
w
z
t to
Of
=ISTING=ADE
_
�to
V)
II z O
zp
OPOSED GRADE
--_
X
�>>
i
-
_
w
z z
/
o
m
" PVC WATER
m
PVC
k�E
N
N
O
34LF 8" (EXISTING) PVC
0.377.
151 LF 8" (EXISTING
PVC ® 0.90%
170LF 8" (EXISTING) PVC
9D 0.88%
HORIZONTAL SCALE:
1"=40'
VERTICAL SCALE: 1"=4'
uW/TIl
affIT.
MITI]
6-WIT11
1:1=10,
`AK/T11
E:�iITI]
390
370
360
cs
O
yam-- G\\-�m
O>
C�
D
m
z
Sl T
I
MORGANTON RD y�
so
VICINITY MAP
1 "=2000'
NC NAD83(2011)
20 GRAPHIC SCALE 160
40 80
( IN FEET )
1 inch = 40 ft.
LEGEND
9-23-19
m
d
z
C-2.5

:.
70
M
Q,I\
WATER MAIN PROFILE 1
J/S, J/./ y 4&
8 �S Jssb N/NO
9eP 0 \ \ b�Nti10
/Jz\\9S� 80b>>i�jWJH
06 N/d
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
1611'111
370
360
L��">00
6Z �\
40
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
G\\-�O m
O>
C�
D
m
z
Sl T
I
MORGANTON RD y�
<S`O
VICINITY MAP
1 "=2000'
NC NAD83(2011)
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
LEGEND
`aJ 6EAL
30469
•9 ,Y��/11111���` V �
��111111�`\
9-23-19
O
O
�o
o
w N M O
�U� v
W QZN
t
rn
oc
M
1
r�
V
z
J
O
0
Q
Z
a
�
z,���z
Lr)
C)
W
=z
30" RCP
Q
PROPOSED GRADE
/
/
W
GRY
\/
4" RCP
\ 0
5" RCF
\ n
Z
�
z
o
Eo
OJ
to
\
Z
Z
\
"
PVC SEWER
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
1611'111
370
360
L��">00
6Z �\
40
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
G\\-�O m
O>
C�
D
m
z
Sl T
I
MORGANTON RD y�
<S`O
VICINITY MAP
1 "=2000'
NC NAD83(2011)
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
LEGEND
`aJ 6EAL
30469
•9 ,Y��/11111���` V �
��111111�`\
9-23-19
O
O
�o
o
w N M O
�U� v
W QZN
t
rn
oc
M
1
r�
V
z
J
O
0
Q
Z
a
�
z,���z
Lr)
C)
W
=z
Q
160 Z
zo
F
O0-
5FE03
U
� ao
m
d
Z
C-2.6
It
N
I
NN
Q'
W
m
m
D
z
m
0
00
A
Q
m
U
x
m
vi
A
m
a

i
G:•
WIN
0
Cti
ck " V s
- 0%,
a�°
a
��� a 0 ��� N �D �S ��F o �Cp S
A\ �
\ \
� �Cb; �°°� �MAIC CBU m ��;
\ °) L .�.�� SFE: 3j8.25 �m No 0Scp ; 9
nco
o tin \ \� - W — �o--____ N �, x
—lit W ---77— W
WATER MAIN PROFLE 1 (2)
�zz
O m
O]
D
m
z
S/ T
MORGANTON RD S�
so
VICINITY MAP
1 "=2000'
NC NAD83(2011)
GRAPHIC SCALE
40 0 20 40 80
PROPERTY LINE
WATER LINE
SANITARY SEWER
STORM SEWER
( IN FEET )
I inch = 40 ft.
IMENIVAimmodrWKWI
r-affe 1
0��I81
i[sIIiIll
11+00
WXi8I61
it ffel
[EweIl]
1N'ff 20I6,
10=1181
IrIIeId
IE:IffiI�7
101=41
160
gC
=N 30469
9-23-19
N
CQ
O
N
z_
d'
W
m
z
Z
/
J
0°
390Q�o=
�
W
00
0
Ln
G
/
m
=
W
O
a
m
380
A
Q
0
- -
\
AND TIE IN TO EXISTING
6" WATER LINE
GRADE
/
PROPOSED
Z
DE
PROPOSED
GRADELd
o
REDUCER
Z
z
o0
�
s
30" RCP
�\ �--8"
�"WX6"
C900 WATER
:w
TEE
'o
-
q n:n
f70
14"'
" C900 WATER
RCP
Z
z
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
r-affe 1
0��I81
i[sIIiIll
11+00
WXi8I61
it ffel
[EweIl]
1N'ff 20I6,
10=1181
IrIIeId
IE:IffiI�7
101=41
160
gC
=N 30469
9-23-19
�z
z0
O~
�a
�Fk�
U
370 a oN
r
m
0
z
C- 2.7
N
CQ
O
N
z_
d'
W
m
z
Z
J
0°
390Q�o=
�
W
00
0
Ln
m
=
W
O
a
m
380
A
Q
0
�z
z0
O~
�a
�Fk�
U
370 a oN
r
m
0
z
C- 2.7

k:•
370
*011
I \ �
F ,�♦ CD
co
w�.•�"'�
..
SCINdI1-3M
F\
'S -L IWII N01 1 no
S2NI Na2H1noS
L�8 .od 9 . 8 . d
oil `a�100SO N :SNINOZ
'0 3
l8� Od aISONINlIOw
�_19-b060ZZ SgBQId
S11Nn wool
S11Nn Wood
ON'min8 1In
ooEt
L .08
1 c5
— •� ♦0
��\-------__------------ 11 --_ i -_- _ W W - 8+0 I �� �♦<
mwm�;
CD 00 00
C _
CC) o 1 _
•�'r�
Cn
co Ac
� � ��'♦ :J► � � � � � ���♦ ,ter-�--� � � � �
A�Jvd Soo
n <
mw slow
Ln
Mo
ons 1n0 /SNIP_
WATER MAIN PROFILE 2
:S/
T
MORGANTON RD
VICINITY MAP
1 "=2000'
NC NAD83(2011)
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
I inch = 40 ft.
'ROPERTY LINE
DATER LINE
ANITARY SEWER
TORM SEWER
LEGEND
W W
ss
iso
`aJ 6EAL
30469 ,
•9 �Y��/11111���` V �
��111111�`\
9-23-19
o
� O
M
N
�o
w N M O
W QZN
ct
rn
0C
M
1
z
J
r_
W
Z
Or
380
O
x
PROPOSED GRADE
}
v
z
w
o
LO
o
�
H�
Cn
— —
Los
L1
/
U
— _ _
2— o��
— — —�
„
STING GR
�
M
z
370
PROPOSED GRADE
_ � o
i
'Co
p'
42" RCP
"to
10
,�
"
z
C�
LO
�XIS�G GRADE
�
/
�Z
" PVC SEWER
/
a0 z
5 RCP
»
.qno WATER
z
PVC
SEWER
z z
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
iso
`aJ 6EAL
30469 ,
•9 �Y��/11111���` V �
��111111�`\
9-23-19
o
� O
M
N
�o
w N M O
W QZN
ct
rn
0C
M
w
H
Q
0
z
Cn z�
F
Oa
5�
U
360
ao
m
d
z
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 C-2.8
1
z
J
r_
W
Z
Or
380
O
x
Q
z
w
v
z
w
o
LO
o
�
H�
Cn
Los
L1
W
C)
370
w
H
Q
0
z
Cn z�
F
Oa
5�
U
360
ao
m
d
z
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 C-2.8

s
•
00991551 \
'IN: 856220817779
_ PG:867 ASPHALT PARKING
JESUS CHRIST OFF LATTER
ER DAY, SAINTS CHURCH
t% A, O HIGHWAY
l `�TEIVn N \ ZONING: OP- - \ `✓p'i
s s s \\ \\ \
\- SQUTHERN'PINES TOWN UMNS
Sr°N= 3m uRBAN 7RANSInON SIDEYARD \ - T'.a r RCP Cu VERT
v
o(SEE OFFSITE
IMPROVEME
D NT PLANS \
A-14 \ I&4 - FOR ADDITIONAL DETAIL)Opp
\
T
O - I N
N-7 '1►i� N -g ro6f�V 9n- \
4,
96 \
>>�tititiu �,L 54� •,� --- -�� `��"w w ���� o6f \\ \
vbG
oa�mmm
AREA N
- w w w w w 91, \
" o m TW. 381.0 / \ \ ,
BW: 377 0' .���. �. ��
��l
all NN u - V A .v .v .v s_;00i¢
>i1 BUILDIR
0.22
' z 12
B ai u7 0 12 - 2 IU�NITS - ` 380.0' , Z N,-
\\ \ BWc 374.0' O o �j
wj Ile,
II A 7W: 379.0'
BW: 373.0' y, w w �� - _00l .v .v w%
�mmwm I J-,1 , ,�� • v
zou�N$ S I I 4 4
J-10
u BULLRING1400 \ ,
3 S70RY-24 UNIT BUILDING \ .378.5'
N-1 .v .v .v 00 v. v./��a`,'� w
\BW: 372.0' J�
/ ` 62 - 1 BEDROOM UNITS
8
1 - BEDROOM UNITS A W w w w W�Ot� W
- 2 3 BEDROOM UNITS ® o
\\ \ 1 \ ��,G W W W Odd �i I ASPHALT PARKING
x o m N I M-1 N
\0
y
I I T 376 0 � m o
00 J-8
` Q• 2_2y_2 Z I L-1 ?N �N d / ■ 9-j� I v OKycn
J-7 \
3 T � v too
1+ 5 I I O
I 377.0' a0 n
m
,r2 c ` BW: 370.0'A.
N�Woo m
n NrWN� \ m I \
W W W m W II
�otiumo /I,II NN \ �L iY�
m I BUILDING 1800 I 'h5 I 375.0'
I I <m 3 STORY -24 UNIT BULLDINO / I Y BW: 372.0'.>'--
F
72.0'x/ W
n I I S 8 - 1 BEDROOM UNITS _ 11 /w �s
J I m' G 12 - 2 BEDROOM UNITS / �_ I
^ - 3 BEDROOM UNITS - el
I N -t - fFE-- - / \ 4:1
aTW: 373.0' '
\1 I u�1u�1 n uT - 3sas /L BW: 369.0' �. .I,` �. �. v, v, 10'SEIBACK__
=ElWN
375
\ \ 4
> \ 1 I I G� 373.0. ,
D
S J - BW: 370.0' w Z
`IIA SEE MET 0-A1- - - A� O Z � g ti o
�.- - 0
- 374 SOUTH
IO
SETBACK CK
w w
'SEiBA
- \ 1 H-2 _ 1 MATCHLIIE SEE SFEET C-&2
1700
\ /3 bTI,RY-24 UNIT BUILDI G 370.0'
A-7 \ " \ ` `�� < I E-3 tl2 _ 2 BEDRBEDOOM UNITS J BW: „67.0'
?� 88 3 eEORoa% UNITS / \.' 7W: 370.0'
BW. 365.0'
373.5'
w
Iw W
w L- W I A-4
MIN=� m W W �x�W I ffiI
>>
n D
\ B 365.0'
373 r J N
l 12 - 1 SAT i' v d B-4 �� n
nw d I $
n ( -
FFp��
J s=
/.•373.5' I
I A-2 373 363.0'
I A-1
y _
B-1
z iW 372.5'
BW: 386.0'
BW; 365.0' \ BW: 365.0 W
369.5
Bnam -
\ W: 359.0 > z
F \ BW: 365.0' � 360.42
.v •• .v .v f 366.0'
CLILVEM
AitRep
IFOM'Ep
s" L
BFE � BW: 364.5'
-
W = 365.4 I - Nle, �E
i.0. ASPHALT PARKING
OIB7MR9E
N, IIIALL
W W um PH CI"
2 w w BFE = 365.4 "' 611.1SSII \ \
�06m 1 /
o N fO a POND OUTLET 0 9y _
INTO SCOUR
i� x_ to tO N I HOLE SEE DETAIL ON \ 7
ro ,)m
rn 0
.v .v .v w .v .v .v w � •..v .v .v .v ' ///�
W W gyp() Z W
�Rs- g
E nTo 1 / i�w aoo
a w w w w w w w w > o �' oma^ o
5 N = - c
Vi W W W W W �D W W
m / a
wW w w W BFE = 365.0 y W BFE = 365.0
300' URBAN
IAI-41GE CORRIDOR
IN,
W U I W W W O
370.0'
m�omm wl w Z BW: 366.5'
7s m D - .n Rm opo
- o 0
w W URBAN WLLAGE- N - '• / �,�Ta tim
BUFFER SETBACK
_ I- OFFSITE IMPROVEMENT PLANS f
w w w w w w �' �W FOR
40' URB
ADDITIONAL DETAIL)
g n
°goy°� AN WLLAGE BUFFER`' / II
-YARD-
2 �
Lo
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
LEGEND
si r
I
)RGA NTON RD
VICINITY MAP
7 "=2000'
ALL SPOT GRADES ARE LABELED AT
BOTTOM OF CURB AND OR ASPHALT
GRADE UNLESS OTHERWISE NOTED.
ALL SPOT GRADES SHOWN ON STORM
STRUCTURES ARE AT GRATE
ELEVATION
NC NAD83(2011)
\pN MUST CD
\L I TY
UQ�Q O �� A
/ O
J Q:- z =
Q
\ r-
-7
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
GRADING LEGEND
EXISTING GRADE 2240
EXISTING STORM SEWER
PROPOSED GRADE X76
PROPOSED SPOT GRADE + 2154.75
YARD INLET OR DROP INLET
❑0
CURB INLET
JUNCTION BOX O
STORM SEWER
_ l aiEAL
_ 30469'`
�I IAi 1 i�`[`'\
9-23-19
_0!!�
Q
O
M
con
0
w N M O
W QZN
W 0�� t
oc
M
IN
N
I
a0
o
N
m
w
400 1.4 m
Z
J m
Tn
��
Q o
Z
7 �
Z n1� 7
1� I�'� L m
Z a
�i �- co
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
}
m
O
z
C- 3. 0
V
w
w=
Z
CL
m
Co
cr-
=
m
�
Q
a
w
co
a
m
O
A
Q
0
}
m
O
z
C- 3. 0

00991551
PIN: 856220817779
313:442 PG:867 NTS ASPHALT PARKING
--- CHURCH
L
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
m
390 O .6 - ® IMPROVEMENT PLANS �� \
Oz�°JCwo 37 k \��\
c o I A-14 ' \ v� FOR ADDITIONAL DETAIL)
o
�?�m va �G� i 385 \ g0 v a v
O �AAi 4b`L� / _ - S 't76
O o c� �� ! Ig v v `` v �o�� \ m 'ti6200
= co I \ \ I N-6 \`\ \ Cl N-9 - - \ \ wJ �� \
� I R9Lb
`�
I N-8
\ S
-74 �-o 0 0 >
w z
co -z
zIi 1 1 �� -- ---- - -��
N D O Z \ '��N Z
, \ \
_ a J
D D o o '�jY OrA��` �\ V vv ` T� vG ` v�
\ 2ss
v vOO� ��------------- \V vV V ��.
\\
v �yv �v�00�v 6,00
FF --- 3$o---- ------------ v v v ` `
\ V \ tS ♦ �� `vO v \ v c �V� A
v vG� ♦ ��vv� Ll v v
��
o� m SA1 - ��-v �� A40�VVvA\ zss
D
` (n OL
\ I, �` `T� y, -' � ,� l �I/♦p1� `►,
DI -4AREA
z62 w
46fwww
F10 73 o z W: 381.0e
T° 38 BW: 377.0'
�l Ul m
o sss V
\\
V <
CA
mcuc�(JI�° tutu w U �� �� I �36
mm v DIN -3 \ `\ ��� ♦�� \\�� \\��� ��v� \�``v o
- - I -- --
V +' pp�D�z"NJ
I P 1 I P-2 II `v A
= I
1.1 X� zj o Fl E: 81.1
N o z Cl A-12 °� o o coo j BUILDING 11300 ::E �� \, \
O< C 0 o �� m O 3 STORY -24 UI T BUILDING
I z�c Nom x CC o
C-) r N z z z 12 - 1 BEgROOM UN TS , D
o I � u) c� 12 - 2 BEDROOM�IJN�TS TW: 380.0' , z
1 \ �..
�m� ��� x \ 1BW: 374.0' p
0 Cilx 1 ----- �♦ \
<
TW: 379.0' r
N > -0 � Z � " i 37 �\ \ `\ BW: 373.0' AO %
zo �OU0 Cl -11 / I J-11
�C-) -oo I I
�=0cn�
7-1 -P-- \ I I _
7 cC �FFE: 380.5
` x B I D1NG 1400 TW: 378.5' z /
\\ 3 STORY -24 UNIT BUILDING �\ 1 \ BW372.0'p \c�
Cl -10. A . / \y
w
�I N` 6 - 1 BEDROOM UNITS ` \ / � � �
- 3 8 12 - 2 BEDROOMI�NITS Olt\� \
6 - 3 BEDROOM UNITS \ ,
DI L-3
0 71 0 �� �v �� �_ � & V / ��� v1 ♦� ASPHALT PARKING 70 0
` I `J-9 \ 'per / D F-
C N1 0-�`°z �/
�o��N� �v x DI L-2 . A ♦�
w 377
�o�C° J I
v
TiOciC�� x 0) 0)
Ti M N v+ I I M-1
r,1 CilY I cn ti o m w
CJ, xv� I I I o �I �Do
mm ` , 376 O Cn 1n \ O� c =
-c�iNj I z zz 1 J-8 'P/QI � T1
wl ^' �» v o wzF-
CD M co z �
r�., -u n
v0oozIo�� -CZ
oz coo oW-W
LL- iD p r- z co CD oO
�I ic�nv-li I L-1 m} �I J-7d�� \ / z D ��o
� -0 i \>
Cl A-9 y o I I Z / o o ff-
n ' `t p vV V < ���� t� / > � o
o I TW: 377.0
D o I I I J-2 oz I ` ` BW: 370.0
I
Nzcno7z
l s.
iI
O-> �o x I J-1 P P�00w�
>� v,o I 37= DI J-6v� cc��
�o�.no� I �� ��-- I I J-4
cn I I J-3 --j
o ? ° I x cn BUILDING 1600 I J-5 i ) TW: 375.0' S / c,
z I I I I p 3 STORY -24 UNIT BUILDING BW: 372.0' �� �I
m
o i x` 7 N j N 6 _ 1 BEDROOM UNITS /`I' I I ----
- J I \ J z �2 - 2 BEDROOM UNITS
O x m o o z o 1 K-1 3 BEDROOM UNITS /, , 1 S '►
Ln �, - - FF€: 376.5
o O � j - .` � i fid//� \I/
n
x m� p� 6 "ice �� /�
C z - %-; TW: 373.0' �/�♦� - -
z IN - 368 5 / / BW: 369.0' �� �� - - - -4-1 `
0 cn -'� 10 SETBACK
uT = SS �rIL s SENT -D O
� c8 4 7 om
m � I x DI K-3 / / / �/ TARN ES \I;O WN 0F\g a I/ \I/
3�S� (�i' i / �>
i I /
I - - - - ; 375 /373-90
I/ I/
ILL\ ifTl
\�I Cl B-7 �y % \L/TW: 373.0' �/ D �/ i/
x c c T� BW: 370.0' �V Z V V P
MATCHLI E SEE SHEET C-3.1 Cl A -s
---- I CLo
01 .ft _ 374 ® SOUTH I L „� Cn
MATCHLW-SE-E--SHH--F e-3.1-- �,- --10'SETBACK - - �a - - � - �- -
MATCHLI }a( �}\w� _
XIS\X •1 I• -� 1 \I92-1
.T I,
�1 H-2 DI E-5 �1 MATCHLINE SEE SHEET C-3.2
G� \�I H-1 Cl E-4 / , I D -Ax
1 v 0
LEGEND
)RGA N TON
)RGANTON RD
VICINITY MAP
7 "=2000'
ALL SPOT GRADES ARE LABELED AT
BOTTOM OF CURB AND OR ASPHALT
GRADE UNLESS OTHERWISE NOTED.
ALL SPOT GRADES SHOWN ON STORM
STRUCTURES ARE AT GRATE
ELEVATION
\pN MUST CD
NC NAD83(2011) ��\L I TY pRp ��P
A
� O
J Ld
Z =
Q
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
GRADING LEGEND
EXISTING GRADE 2240
EXISTING STORM SEWER
PROPOSED GRADE X76
PROPOSED SPOT GRADE + 2154.75
YARD INLET OR DROP INLET 19
CURB INLET
JUNCTION BOX O
STORM SEWER
200
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
30469
r, e,
JA. A
9-23-19
JESUS CHRIST OF LATTER DAY, SAI
HIGHWAY 15
ZONING: OP
I
/1
`
m
O
N
01
Q
z
uj
m
m
�
m
Z
Z
Tn
J
Q
m
o
\
z
M
F-�-I
BLOCK"NALL
�-
00
z
Lr)
\
O�
390/ _.
'- ----
\ \
1760
- ���---0
STo
'S.OUTHERN\PNES TOWN LIMITS
\
3
\ 9S
Z
ti=
385 5 URBAN TRANSITION SIDEYARD15"
W
m
RCP CULVERTFF]
-
�n
x -� - ��- ---\�--
\
--- -- ClN-10
a
\� ` \
(SEE OFFSITE
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
m
390 O .6 - ® IMPROVEMENT PLANS �� \
Oz�°JCwo 37 k \��\
c o I A-14 ' \ v� FOR ADDITIONAL DETAIL)
o
�?�m va �G� i 385 \ g0 v a v
O �AAi 4b`L� / _ - S 't76
O o c� �� ! Ig v v `` v �o�� \ m 'ti6200
= co I \ \ I N-6 \`\ \ Cl N-9 - - \ \ wJ �� \
� I R9Lb
`�
I N-8
\ S
-74 �-o 0 0 >
w z
co -z
zIi 1 1 �� -- ---- - -��
N D O Z \ '��N Z
, \ \
_ a J
D D o o '�jY OrA��` �\ V vv ` T� vG ` v�
\ 2ss
v vOO� ��------------- \V vV V ��.
\\
v �yv �v�00�v 6,00
FF --- 3$o---- ------------ v v v ` `
\ V \ tS ♦ �� `vO v \ v c �V� A
v vG� ♦ ��vv� Ll v v
��
o� m SA1 - ��-v �� A40�VVvA\ zss
D
` (n OL
\ I, �` `T� y, -' � ,� l �I/♦p1� `►,
DI -4AREA
z62 w
46fwww
F10 73 o z W: 381.0e
T° 38 BW: 377.0'
�l Ul m
o sss V
\\
V <
CA
mcuc�(JI�° tutu w U �� �� I �36
mm v DIN -3 \ `\ ��� ♦�� \\�� \\��� ��v� \�``v o
- - I -- --
V +' pp�D�z"NJ
I P 1 I P-2 II `v A
= I
1.1 X� zj o Fl E: 81.1
N o z Cl A-12 °� o o coo j BUILDING 11300 ::E �� \, \
O< C 0 o �� m O 3 STORY -24 UI T BUILDING
I z�c Nom x CC o
C-) r N z z z 12 - 1 BEgROOM UN TS , D
o I � u) c� 12 - 2 BEDROOM�IJN�TS TW: 380.0' , z
1 \ �..
�m� ��� x \ 1BW: 374.0' p
0 Cilx 1 ----- �♦ \
<
TW: 379.0' r
N > -0 � Z � " i 37 �\ \ `\ BW: 373.0' AO %
zo �OU0 Cl -11 / I J-11
�C-) -oo I I
�=0cn�
7-1 -P-- \ I I _
7 cC �FFE: 380.5
` x B I D1NG 1400 TW: 378.5' z /
\\ 3 STORY -24 UNIT BUILDING �\ 1 \ BW372.0'p \c�
Cl -10. A . / \y
w
�I N` 6 - 1 BEDROOM UNITS ` \ / � � �
- 3 8 12 - 2 BEDROOMI�NITS Olt\� \
6 - 3 BEDROOM UNITS \ ,
DI L-3
0 71 0 �� �v �� �_ � & V / ��� v1 ♦� ASPHALT PARKING 70 0
` I `J-9 \ 'per / D F-
C N1 0-�`°z �/
�o��N� �v x DI L-2 . A ♦�
w 377
�o�C° J I
v
TiOciC�� x 0) 0)
Ti M N v+ I I M-1
r,1 CilY I cn ti o m w
CJ, xv� I I I o �I �Do
mm ` , 376 O Cn 1n \ O� c =
-c�iNj I z zz 1 J-8 'P/QI � T1
wl ^' �» v o wzF-
CD M co z �
r�., -u n
v0oozIo�� -CZ
oz coo oW-W
LL- iD p r- z co CD oO
�I ic�nv-li I L-1 m} �I J-7d�� \ / z D ��o
� -0 i \>
Cl A-9 y o I I Z / o o ff-
n ' `t p vV V < ���� t� / > � o
o I TW: 377.0
D o I I I J-2 oz I ` ` BW: 370.0
I
Nzcno7z
l s.
iI
O-> �o x I J-1 P P�00w�
>� v,o I 37= DI J-6v� cc��
�o�.no� I �� ��-- I I J-4
cn I I J-3 --j
o ? ° I x cn BUILDING 1600 I J-5 i ) TW: 375.0' S / c,
z I I I I p 3 STORY -24 UNIT BUILDING BW: 372.0' �� �I
m
o i x` 7 N j N 6 _ 1 BEDROOM UNITS /`I' I I ----
- J I \ J z �2 - 2 BEDROOM UNITS
O x m o o z o 1 K-1 3 BEDROOM UNITS /, , 1 S '►
Ln �, - - FF€: 376.5
o O � j - .` � i fid//� \I/
n
x m� p� 6 "ice �� /�
C z - %-; TW: 373.0' �/�♦� - -
z IN - 368 5 / / BW: 369.0' �� �� - - - -4-1 `
0 cn -'� 10 SETBACK
uT = SS �rIL s SENT -D O
� c8 4 7 om
m � I x DI K-3 / / / �/ TARN ES \I;O WN 0F\g a I/ \I/
3�S� (�i' i / �>
i I /
I - - - - ; 375 /373-90
I/ I/
ILL\ ifTl
\�I Cl B-7 �y % \L/TW: 373.0' �/ D �/ i/
x c c T� BW: 370.0' �V Z V V P
MATCHLI E SEE SHEET C-3.1 Cl A -s
---- I CLo
01 .ft _ 374 ® SOUTH I L „� Cn
MATCHLW-SE-E--SHH--F e-3.1-- �,- --10'SETBACK - - �a - - � - �- -
MATCHLI }a( �}\w� _
XIS\X •1 I• -� 1 \I92-1
.T I,
�1 H-2 DI E-5 �1 MATCHLINE SEE SHEET C-3.2
G� \�I H-1 Cl E-4 / , I D -Ax
1 v 0
LEGEND
)RGA N TON
)RGANTON RD
VICINITY MAP
7 "=2000'
ALL SPOT GRADES ARE LABELED AT
BOTTOM OF CURB AND OR ASPHALT
GRADE UNLESS OTHERWISE NOTED.
ALL SPOT GRADES SHOWN ON STORM
STRUCTURES ARE AT GRATE
ELEVATION
\pN MUST CD
NC NAD83(2011) ��\L I TY pRp ��P
A
� O
J Ld
Z =
Q
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
GRADING LEGEND
EXISTING GRADE 2240
EXISTING STORM SEWER
PROPOSED GRADE X76
PROPOSED SPOT GRADE + 2154.75
YARD INLET OR DROP INLET 19
CURB INLET
JUNCTION BOX O
STORM SEWER
200
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
30469
r, e,
JA. A
9-23-19
z
Oo
a
p�
U
N
a
o
r
m
O
z
C- 3.1
I
/1
m
O
N
Q
z
uj
m
m
�
m
Z
Z
Tn
J
Q
m
o
O
z
M
F-�-I
�-
00
z
Lr)
m
awe=z
Z
W
m
Q
�
O
a
co
LJ
A
unj
Q
z
Oo
a
p�
U
N
a
o
r
m
O
z
C- 3.1

rl V u rr.�, U I/ z I/ I/ I/ I/ I/ I/ D I/
MATCHLI E SEE SHEET C-3.1 Cl A-8 ` - - - - - -
3b n1 ft �J 374 - i ® souTN I L ,�-MATCI�L11�tE-S- E-SHEE� E�3.1- - C/) -�,-
MATCHLI [SEE= EVA �Z X X �- - -10 SETBACK -
MATCHLINE SEE SHEET C-3.2
- DI E-5
I D-1 o . .
H-1 Cl E-4
---A�_' �/ J BUILDING 1700 // \` / 0i 11
,y 3/STORY-24 UNIT BUILDING
-
A\ 7 2 p C ^^ \ I B � 1 TW: 370.0
( "p (6 1 BEDROOM UNITS 1 BW: 3. 67.0
I E-3 112 - 2 BEDROOM //UNITS J 1
- 3 BEDROO ' UNITS ' TW:
,�9 / 1 r 370.0
FFE: 74. ./ BW: 365.0'
.,0004
6f
1 Q I , 373 I B-5 , - _ \\ \\ ��S t �� !�I //
��i t � I
\ \ ` L I /..
179 TI 373.5' I C-1 SIB 365.0' o
F
�I 2 l I/ -0 rrrr_
O Z W N z
LL_BW: 366.0' I E-2 O =LL__�� I / N o m m
\ O m- o cn cn z Co
' . V)zona O m
_0 O z�CONco 00 >
of �� ♦, w �� �� D' EALAa2
I F-1 �\ � �4 p /Irl p m � o o� o o Cn - co ca
I/ I/ , \ ,� \N �Q�i IC U �n�c� ��ry
t I w mm�
3 STO�y 124 NG IgDO CIVo
\� \� B W: 366.0' �' ` ,�� �S 1 ' 1 I Z w w w v_
1 A-4 12 _� UNIT BUILDING I ,J % I I vmi � N co 0o N
o 12 1 BEDRO / M � I B-4 y i I{ O w opo rn D
00 i _ I 2 BEDROo M UNI TS ; � / i I n
m
FIFE. 37 UNI IS ( z m
1 O ml i
F- 1#_,� I C:j
n
X
z
z
CA
C)
0
C:
cn
X
X ❑
r
D
Z
D
Z �
o �z
N' ' 00
�
z N U l
_ m
z �
Z N
C)=cr) o
F: -0
oCf)
D
�o)�
oz�c.
_
00
D
F-
C:CD
m
k \t v\
% I B-3 I
c� i I A-3 ' \1/ I , A/
n/z
- o O v 373 -0 / �. TW: 373.5' N'
�' ➢ � °�' � N 1 A-2 373 ' r \� �°' BW: 363.0' t
FA _ l
TW: 372.5' cn� I� -
_0 �� BW: 365.0' BW: 365.0' BW: 366n 0 I
I A -o \.�,
\�� TW: 369.5' �noz
BW: 359.0' m o���
u I \ ' \ \ \ O Z Z Z N 61 J
/ / I ��\ RIP TH 20' CLASS II D D N o
BW: 365.0' ' \\ \ = 360.42 0 �� C o N
W� 366.0' TW: 368.5 + t t o 00� o
BW: 358.0' , `� > _ 00 m
\ CD -j
cr
_ �g �� \ �\ EPLACE EXIS NG CULVERTS
\\ \ \\ \\ HATH DOUBLE 2" RCP
00p,
CULVERT. USE REINFORCED
6 CONCRETE EN WALL
NCDOT STAND RD
I/\,\ \ \ DETAIL 838.,1
1 RIP RAP \ \ \ \
^� FW: 368.5 i\
� BFE _� � 365.4 BW:`\
�- __- �� I� /
� �ASPHALT PARKING
m F OF RETAINING WALL TO \ \
�` 3 6 5 , 1 DISCHARGE WATER FROM CURB \ \ I
1
4i__IN 2' NIDE CONCRETE FLUME
O I z \
b ES POND OUTLET ® _ _ - _•
362.0' INTO SCOUR
HOLE. SEE DETAIL ON '� 2 7, s
00 / /
6 \tr I I \ � / �✓
D i , r) .
0
moo)
00 I/ D o Z=oZ.� _
_ o7 O ) O r / / / a C) /- G,, Co
m I C14 ;10p J D 0 0 ­Z� - /\j Cv
Ul G7 O Z m N N / / C' D O O
D ' O W�
CC D 0 ;:o 0� r (• � /v ,0
cn� �� �Ocn OO
00 12
r o W N) ?' = N
300' URBgN V - - _ W B FE = 365. B FE = 36 5.0 r Asa
ILLAGE CORRIDOR _
Q
\V
cwn 11 �� I ILd
I o
Q I I/ I/ I/ I/ I/ I/ I/ I/ I I/ I/ 17 I
�I It I o D
2S I I L_
En Lu
(,,, .?
O
CO
u . 1 - _ \I/ \V \V \V \V • ' 0�F , ti
mO W�
D
mz (coD / / '// / 0
I o ,o
o O
CD
CA `� -p- C:) TW: 370.0'
Fll
m o 41 I/ I/ z I I/ I/ I/ \I/ I I/ . I/ / / /
00 BW: 366.5
N i �� i� 4?v O I I I O C l l l l li2J DCo / ,
' Do o z \J�,�' _= a z =__ _ / - "/��w��o LEGEND
75 URBAN VILLAGE D D _ �s c / / ° wa �o
c�� C0�`�
z �I _ BUFFER SETBACK N 0 � ' \1' ♦ / ri a�`� o
o
x - - - 1 _ - - - -Cyl (SEE OFFSITE IMPROVEMENT PLANS / v °�
z I �' �' �' �' �' n �' , �' FOR ADDITIONAL DETAIL) ; `� ccWETLANDS
D
_ _URBAN VILLAG E / _ -11-7
BUFFER YARD � Co_ - 11 \ �'
_ _ AE FLOODWAY
FLOOD ZONE
L-=
IIIIIIII'Awww AF
.X
VICINITY MAP
1 "=2000'
ALL SPOT GRADES ARE LABELED AT
BOTTOM OF CURB AND OR ASPHALT
GRADE UNLESS OTHERWISE NOTED.
ALL SPOT GRADES SHOWN ON STORM
STRUCTURES ARE AT GRATE
ELEVATION
NC NAD83(2011)
0A MUST C�
L I T Y p�D ���
�,A A
'o
_1 Lu z =
Q y m
n
z
S
5\
OJ
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
GRADING LEGEND
EXISTING GRADE 2240
EXISTING STORM SEWER
PROPOSED GRADE 676
PROPOSED SPOT GRADE + 2154.75
YARD INLET OR DROP INLET ffo
CURB INLET
JUNCTION BOX O
STORM SEWER
200
GENERAL NOTES:
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGR01 LAND SURVEYING,
PLLC ON MAY 8, 2019.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION.
3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL
JURISDICTIONAL AUTHORITIES.
5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY
PROVIDERS
6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SOUTHERN PINES UTILITIES AND NCDENR.
7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON
SITE.
JSAL
30469
i9 �/111111��` CS
9-23-19
_0!!�
O
O
M
O
w N M O
W QZN
ct
a
C�
oc
M
N
I
s
a N
D
m
Q �
z
Z
z
O
M Z
ly-I In Ir m
or
z ��z y
A
w
m
orz
r , m
O a
m
a
z
z0
F
O__
5�
U
ao
m
0
z
C-3.2

390
370
360
CD
3 Cu
CIA C14
05 / 3g9 ' - 0') JCA
O
/CD M N \
** �:jm�VbiM
/ ZC7 Z
000C m 0-9
�O0<= r�_ (A Cn1 �o
��m�on_ oz Ul o
O
— --- ,a�m�Cm Xm c00
r ccoozmc�x -0g. O --- �D--
n�OZmm T�_—
o 9n %� yIlvo
-�n , i •--•>
N
06t 'Od 9 '8'd
QINOZ
SO
V/ NOI `VNMVb )
� ASO(' `VNTNVD
2R[,5d 65Z G -Ha
�Lzz060zz95g �Nld �
96z000L6
NC NAD83(2011)
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
20'-2" TWO PIPES
370PROPOSED
30'-4" THREE PIPES
iu 2-V1 @ 1'-6" iv 2-G2 OR G3
STR. FACE
r
2-V1 @ 9" FILL FACE
B 2 B/
I
1-V1 STR. FACE
PVI STA
4+09.25
EX GRADE
OFLOWSLINE
TWO BARRELS 501-F72"
6" ABOVE
RCP @1.00%
REINFORCED CONCRETE ENDW
LL I 1
INFORCED CONCRETE ENDWALL
FOR DOUBLE 72" PIPE CULVE
PVI ELEV
= 370.84'
A
SEE NCDOT DETAIL 838.40
\ SEE
NCDOT DETAIL 838.40
Z
360
INV IN-
360
CULVERT INV MIN 6"
BELOW EXISTING GRADE
VC LE
= 132.45'
TO KEEP EXISTING STREAM
PVI STA
6+44.87
O
0+00 1+00
HORIZONTAL SCALE: 1 "=40'
CULVERT PROFILE VERTICAL SCALE: 1"=4'
a
K
32.76
PVI ELEV
= 368.62'
A
W
H
Q
0
HP ST
= 4+44.59
VC LEN
= 95.72'
N
-00
HP ELEV
= 370.36'
K =
25.32
N
PVI STA
2+38.02
N
LP STA
= 6+20.87
+
PVI ELEV
= 365.53'
r�
a,
N
LP ELEV
= 368.96'
J
_26 ,
N
O
t
LLJ
K =
50.00
�
(
o�
0)N
LP STA
= 1 +74.73
Q
r j
Q
r
+
+
>
LP ELEV
= 365.17'
Cr)1
, ;
�
,
II
cO
II
Q
II
(5
CD
ma _
�i�
o�
O
O
(o
+
L6
Qo
+
r�
cp
+
rll
rll
o
Q
II
Q
Q
w
to
w
cn
LJJ
Cn
84%
2
o
—
n
HP
o
0.57%
9"X30" ELLIPTICA
RCP
0
C�
' qno„
0
HORIZONTAL SCALE: 1 "=
O'
N
72” RCP
VERTICAL SCALE: 1"=4'
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
20'-2" TWO PIPES
370PROPOSED
30'-4" THREE PIPES
iu 2-V1 @ 1'-6" iv 2-G2 OR G3
STR. FACE
r
2-V1 @ 9" FILL FACE
B 2 B/
I
1-V1 STR. FACE
I
2-B2
EX GRADE
OFLOWSLINE
TWO BARRELS 501-F72"
6" ABOVE
� CONST. JT. I 2-B3
4-V1 @ 9"
4-N, FILL FACE
B- 1
ELEVATION
TWO PIPES 10' 1"
2'-6" THREE PIPES 15'-2"I
113;x" I I I
I
I I I
I
_
S,_1., i PIPES I� V
N1 TAPER DETAIL
10'-2" THREE 5 I
(PIPES I T4 3,
"N" BARS 8 SPA. @ 9" FILL FACE
ZII8 SPA. @ 9IN BOTTOM OF FOOTING 3-V2, 2-V3, 2-V4 2-V5
5-N2
P LAN3 3 2 SPA. @ 2'-6" STR.
�7-
3 FACE 2-H1, 1-H3 H3
4 SPA. @ ,'-3" FILL 4 SPA. @ 1'-6"
FACE 3-H1, 1-H2, 1-H3 H2 V2 STR. FACE
H2 2 -V2,1 -V3,1 -V4,1 -V5
N
3112„� r zj �j Z1 4,_0�, 8” V3
���= Z2 3'-5" 7" � V4
J H,
I N Z3 2'-10" fill r�
�-21-101,
n m
H2 4'-11" I �� �HK. T4
H3 2' 10" 1'-1"-4 I-
5 -N1 4-N2
"H" BARS "N" BARS "Z" BARS 8 SPA. @ 9"
"H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. WING ELEVATION
2-B, —2-N1
2,
N1 @ 9" PIPE NOT
SHOWN
-1 1 111111\\"
V1 @ 1'-6"W3O"
@ WING WALL6 -"T"
6"
SECTION - BB SECTION - AA
SEE STD. k 838.45 FOR GENERAL NOTES
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL 12 PIPES 13 PIPE;
2
FILL FACE -
FILL FACE
1 @ 9"
WING WALL9"-
.
t
L T4
z
O Cl)
<
¢a
z Cr
O O 2 z
W Q Q W =
-T4 QUOCOH
H 2 ~ Z W
r W O J
m 0OCr
U)Q
N Z H
H >
W CJ
o
T2 OR T3 TOP & BOTTOM 4" L
T5 @ 6" TOP & BOTTOM
8 SPA. @ 9" N `"
BARS IN w
TOP OF FOOTING " y PIPE
w SHOWN
Z1 11'2:1 > i
SLOPE
"Z
"BARS
390
Ktl�1
360
CON./C.S. CU. YDS
Lu
W
J Y
J
a O
O G CA
W
O, Z W
z W a
W a
�oWC�
CJ Lu
< Z J
a
< V cc
Lu
o
Q = <
OLu
LOL J
Z Co
Cr " D
W o
O
LL
TOTAL WETLANDS DISTURBANCE = 2,348 SF (0.0539AC)
2-"G"--
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
WETLANDS DISTURBANCE
9-23-19ct
�z
z�
o�
,-,
370PROPOSED
GRADE
370
EX GRADE
I
TWO BARRELS 501-F72"
RCP @1.00%
REINFORCED CONCRETE ENDW
LL I 1
INFORCED CONCRETE ENDWALL
FOR DOUBLE 72" PIPE CULVE
TS I FCR
DOUBLE 72" PIPE CULVERTS
A
SEE NCDOT DETAIL 838.40
\ SEE
NCDOT DETAIL 838.40
Z
360
INV IN-
360
CULVERT INV MIN 6"
BELOW EXISTING GRADE
NV IN: 359.50'
TO KEEP EXISTING STREAM
O
0+00 1+00
HORIZONTAL SCALE: 1 "=40'
CULVERT PROFILE VERTICAL SCALE: 1"=4'
TOTAL WETLANDS DISTURBANCE = 2,348 SF (0.0539AC)
2-"G"--
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
WETLANDS DISTURBANCE
9-23-19ct
�z
z�
o�
,-,
CONDITIONS
�z
TOTAL WETLANDS DISTURBANCE = 2,348 SF (0.0539AC)
2-"G"--
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
WETLANDS DISTURBANCE
9-23-19ct
�z
z�
o�
,-,
�z
A
W
w
=
Z
m
O
a
m
A
W
H
Q
0
r
m
0
Z
C- 3.3

s
I
I
I
I
O
00991551 \
PIN: 856220817779
DB:ATT R DAY, ASPHALT PARKING
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH
A. HIGHWAY 15 \
�EN770N ZONING: OP-
_ - BLOCK
oti S>Gti' URBAN TRANSITION SIDEYARD �� a�.:a \ o S' RCP CULVERT \ `
\ \ 0 \ uo (SEE OFFSITE
. D IMPROVEMENT PLANS \
m '` A-14 FOR ADDITIONAL DETAIL) \
Demo / j
0
U
m
`N-8 A A
O I R -I
.,. N-7 \ \ N-6 io
n 6`
- -
q \ \
m w w
'00,W W w N , �G'P� \\4• \ \ \\\ 'f6£ 26 't6r \ \
- z w 1W: 361.0• .v .v .v .v
377.0' ��, .v �
Tmm
P-1 P-2
BUILDIN(311300
o A m
cc
X25 3 STORY -24 )RUT BUILDI
w m a °N '
N o U p a n 12 2 B ROOK I( 1 ` TIN: 380.0' . Z ,I,
- \l \ BW: 374.0' p K
_ z6r
a I 379.0'
o m m I 1 \ \\
BW: 373.0'
_ m / 0' _\
ego �b
/ BUILDR40 1400 \ TIM: 378 5' .I. .v .v Z
3 STORY -24 UNIT BUILDING ` \ W. 372.0' to I
/ N`7 \ _ BEDROOM
2 BEDROOM TS
Al TS
6 3 BEDROOM 5
\
\
c a - - \\ \ I \ �•G W W W O�ja}�I/y' �� 00 ASPHALT PARKING
�I377
>
001
IN -1
W N, 'JC VL -0 D
s
z�m=
'
rJ I
I
O �\
SIS 11�
SS IIA
_ 374
� A-7
A
w w BIM 366.0'
W W V
w W \ LBW: 366.0
o'er
S
W `V mm�W
T 0-
F1`c�iD y+nti2
J-7 .� .v �d I v �H
O /y w
N W
3
377.0'
w wo z it
-.1-2 c ` BW: 370.0'
I
mIJV
low
I I 3 STORY 24 UNIT BUILD C5 BW: l I TW: 375.0'
372.0' y' -
m
K'= 6 - 1 BEDROOM UNITS
G N- +52 12 - 2 BEDROOM UNITS
3 BEDROOM UNITS
fFE:-37&5'
373.0' W-
�� n 3685 / g� / BW 369.0' -
' iw Ll s ENr w .I. .I` 1�'SETBACK�_ -
o _
3 IES �. �pwN 04-
-.ER .I. N, v .I. .I. .I. 15
CC /
,\J J / I ' TW: 373. .I. .I.
0• ZBM 370
.v v. v. v. �. w D -
SEE SHEET 0-4,1 O Z
fin 0�
SOUTHlY (/1 - o
_ z - 10'SETBACK -A w N,
rrpm�
1,-y
BUILDING 1700
3 STORY -24 UNIT BUILD 0 \ B -B TW: 370.0'
min SM367.0'
E-3 '8 3 eEO UNITS / ., �. . 370.0'
I& I
I � BW: 365.0'
&
\ V I 373 B-'5
373.5'
1,IB 365.0' o
\
1 E-2
373 / �; /I 5 / omQ�o wz
I F -,I F-1
3'+�ttY 24 1800 z mE
I A-4 12 -1 BU
ILD7IVQ h B-4 I n o
/ 2 �M n a I �
1 A-3 1 _ / .13-3 *.
� .373.5'
A-2 373 w ?LBW: 363.0' `I'
\ \ \ • ��TW: 372.5' `^ -
\ \\ BW 368.0' w IW
SW: 365.0' \ BIM: 365.0 \ \\\ � I A-0 711
v v A V` ht 369.5
amz
i BW: 359.011 m oz�Nm
rilln D
\ 8% 365.0'
360.42 IW-
366.0'
BW: 358.��0''
w W W W ���-/f \ rm oouac cuLiOtO � r
BFE
w = 365.4 _ lily !� \ F
ASPHALT PARKING
j m Vi W W W 1 •�W W MILL �
BFE = 365.4 - w>� \
M r .�
> o
e ft i
S POND OUTLET O
362.0 INTO SOOUR
HOLE SEE DETAIL ON \ 7 A
00
sem,
S cn A -m0 Zm � ry ����pti Qy
W W BFE = 365.0 y BFE = 365.0
300' URBANv w
VILLAGE CORRIDOR 1 f
// l I o 0
o
- I.v � .v v. v. v. .v v. v. v. qFw w m a / •� / 3� o ���mw4.
370.0'
BW: 366.5'
o
fl.6
--N -
w .I. 75' URBAN VILLAGE BUFFER SETBACK I
y(-- " (SEE OFFSITE IMPROMEAIENT PLANS �� � ��°�
\N'N' FOR ADDITONAL DETAIL) ww
I �oti�oF L 40' URBAN
VILLA/GE BU w /
FFER ARDY II
2
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
LEGEND
100
GRAPHIC SCALE
50 100 200
( IN FEET )
1 inch = 100 ft.
SON MUST C'
X�� 0 \CITY p�0',p�
O
-I Ld z =
Q m
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-6324949
400
NC NAD83(2011)
S/ T
I
)RGANTON RD
VICINITY MAP
1 "=2000'
\ 7-
_7
DISTURBED AREA: ±15.45 AC
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, oragent)
Installation of erosion control Devices and Seeding
Fill and slopes completed fine rades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
Vegetation es a Ise ; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
LEGEND
LIMITS OF DISTURBANCE
TIME FRAME EXCEPTIONS
CONSTRUCTION ENTRANCE
7 DAYS
SILT FENCE
n n n n
7 DAYS
TDD
DIVERSION BERM
7 DAYS
INLET PROTECTION
0
POROUS BAFFLES
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
SKIMMER
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
ROM 1
RIP -RAP PAD
SILT SINCE OUTLET/CHECK
DAM
DISTURBED AREA: ±15.45 AC
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, oragent)
Installation of erosion control Devices and Seeding
Fill and slopes completed fine rades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
Vegetation es a Ise ; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
30469
9-23-19
_0!!�
CD
O �
oc
� O
oc
ct
IrW� o�
oc
I
�OM,sI
WWF ct
G� W
oc
H
a
CV
O I
m
0
Q404
Ld
W
m
Q �
Z z Z
O
^ E-1
Q Z� v
w L m
Ow I o
n, z
lyl � �Ey-I
w w w 2 Z<
m
aCl) CL A
mm
W � A
Q
m
o
A
Q
0
z
� O
C11 Fk�U
N
ao
r
m
0
z
C- 4. 0

00991551
PIN: 856220817779
_ D13:442 PG:867 ASPHALT PAR
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH
\
96
n
HIGHWAY 15 `� \\ \ \\
� ENTj� " ZONING: OP Z -
�,_
BLOCK -V/ALL !�jj -777
�7 7�'7
4 --
Am
STa� _ - 385 - 5 URBAN TRANSITION SIDEYARD `, ��- _ '
_ _ - -��� 15" RCP CULVERT
0 --- 1 A-15 i - -�, - �� - - `� - - - - - _ _ _ Cl N-10 aSEE OFFSITE
oCOcowo
1 N CE o� O �� ��- a IMPROVEMENT PLANS
���, D i k �� ���390� \ `
I A-14 - V - v� FOR ADDITIONAL DETAIL) \
385
z71�l _ 176
DO
\/ I v `� CI N-9 ��� �O�
,I I R-1
1 I I N-7 I N-8
-- - c�
00 x
D
z C_ F- NA O) o - -----� �/ i1
o I- "' N 'L 54 -6 \ > \4f
w \
I coil � � � � o-) Cl A-13 p��0� �py i I N-5 ?�g�`' � � _'� _ ,,-'\ 41
C CO \ �y-\��`oo oe - 3$o----- ------------- \ \
` `
�\ \S ♦� \�a \.
D O I \ > I
113
\I/ ITI�I/��� �'
I
v f- v 00♦� �
o - D
'SCO 41' \\ qy
` w
I z �o - ,.' \ OLS �.m
LT
N I ` DI N -4a . ¢ AREA , \ �q \ S I \ (6�
z TW: 381.0
I �_'d��N =I m FIE: 38 BW: 377.0'
Q \
co L' \ \
J) cC14
N r� DI N-300 41
D -C a o o o E: ,381.1
N -Co z Cl -12 S 00 mo BUILDIIc}G 11300\\
O = � w o C o 3 STORY -24 UI�JT BUILDIING
1 \ ---
°ti N ? ? 0 Eg
12 - 1 BR
o 00M UN TS V \
I 12 - 2 BEDROOMWNITS I\ ♦ TW: 380. ,
BW: 374.0'J \
00
100 100
100
-TW: 379.0' � 00I 1vV
\
vI/ I/ �\
om�C'mo I �I `\ \�\ , BW: 373.0'
zo - -.oO N I I Cl A-11 / I J-11
I O�-0NNSLn
I\
-'FFE- 380.5
I v B I�DINc 1400 v TW: 378.5' v JJZ/ d�� v�
41
3 STORY -24 UNIT BUILDING
Cl A-10 l\ \ BW: 372.0' / 41
�V vI/j �O
I I N-1 �� 6 - 1 BEDRO01
OM UNITS v
/
- `3 8 �\ 12 - 2 BEDROOM` NITS \
3�1 l 6 - 3 BEDROOM UNITS \ ` 510 j /-CO\ ` '
C-) _U DI L-3 1 \ O- / a�
ASPHALT PARKING
0 0\ � 1 �\ 1 \"\\GO0
NC I J-9
�p]z \
c o�NND�
zl�Coc��
�oJwcr'
0 Co
m
DI L-2 _ :. 1 \
Jr
377
W 1 I M-1 I I �I V vrbc O
� � I
1 I 1 O x� U)
, 376
_ Xm m� I I v °�� �m�
Wr.�� z zz 1 J-8 V /Q�m�
F
mmCOm �Z o Ivv `\�'pJ 0
W fTlfr'Ifrl C� O5 �� �. O
v00 L0 Qm00
03 -1N L2� 00,' c� P, zoz
Cd
in X00 ppo r- CMZ V V / a� N Nzz�� o
z
��� C0 r zv mm 's m�4 /-/ /r oG � ago
C C C o w o N \I/ \I/ V cn z n ,v o
�?� Z I L-1 0 I -N I �,0c�D Ln
wcncn 0 mr I J-7 d \ z
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
NC NAD83(2011)
QC GRAPHIC SCALj
�- I �" ■25 50
100
50
\I/ \/o z �1
1 BIN: 370.0'
z���tioo I J-1 6 cj / { IN FEET )
� /
c� r 1 3 DI J-6 \ �I/ �I/ \'m � - / / 1 inch = 50 ft.
o� '
FF] CO � o Cf) CD I � I�j�� -4 � � I
o
�1 D Wi N N (A
o = °' I `��s
U) BUILDING 1600
J-5 TW: 375.0' S ��
Z r I I I 0 3 STORY -24 UNIT BUILDING / BW: 372.0' �� v I
co
C), I N , N (Z 6 - 1 BEDROOM UNITS �/ ;
Ji I w v 12 - 2 BEDROOM UNITS �_6 `` - - - - -� ��c'
mm m C w - 3 BEDROOM UNITS q, -
1 o m ;0o zN I K-1 --FFE 376.5' ---- / V� "�►, \ ����
00 m 0 17
DI -2
o = 6 TW: 373.0' �/�� �� OV - - - - - -
\ Z BW: 369.0' 00 ---
1 N� 0 T 3685 . �� �i 3 ILI �S ENT '\I/�o v �� �I� V V
D 1 I DI K-3 / �'� S / i/' O RN ES 7 IiOWN OF\(6-)o \I/ \I/ 'I/ ; �
> i
l I S / i i 1 B-8 - *0
� CC
_ _------- _-- w m C
Cl B -FI m
TW: 373.0'/ rs �/ \I/ �_e \I
Cl A -81v SS r� - 8W: 370.0' Z �/ v/ D
SSl-� MAT INE SEE SHEET C-4.1-
■ _ _
l -1 i SOUTH '----�,- (n374 ITY �- _-- 1O'SETBACK
` \I/
tl I H-2CA
�J - n1 F -r;
LEGEND
\()N MUST Co
L I T Y� 0
OOJ�\O � T�C�A -A
V
'0
Q o z m
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
IIS/ T
)RGANTON RD
VICINITY MAP
1 "=2000'
LEGEND
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
SILT FENCE
DIVERSION BERM
INLET PROTECTION
POROUS BAFFLES
SKIMMER
RIP -RAP PAD
SILT SINCE OUTLET/CHECK DAM
DISTURBED AREA: ±15.45 AC
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
\ 7-
_7
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
200 17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, oragent)
Installation of erosion control Devices and Seeding
Fill and slopes com feted fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
e e a ton established; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
= O SAL
30469
A $ �\
1111`�
9-23-19
^ O
00
W �
ct
[� 0C
O �
QOO b�A
Z N
WWF ct
G� W
0C
M
z
z0
O a
p�
U
N
a
o
r
m
0
z
C- 4.1
N
a
WN
1
m
' ^
v�
�
�
z
w
m
z
r�
z/
V 1
O
L
w
m
Zo z
O'er
x
A
O
O
x
¢
m
W
A
LLI
Q
0
z
z0
O a
p�
U
N
a
o
r
m
0
z
C- 4.1

SSI=� \ MA INE SEE SHEET C-4.1s1°r, ; ; y----�\
0 374 FF- 1-R 71® SOUTH ITY L
-1 O'SETBACK
I H-201 E-5��
I D-1 \ o
J BUILDING 1700�i II
3 /STORY -24 UNIT BUILDING
i \ I B-6 1 TW: 370.0
6 - 1 BEDROOM UNITS 1 BW: 367.0'
I E-3 1 2 - 2 BEDROOM /UNITS J
�p�F<b%�a - 3 BEDR00 ' UNITS ` ' , TW: 370.0'
�ap0 �G� FFE:74. / BW: 365.0'
'L;� \ • `
iss 373-5 /
I � t•
\, � I ,. I -� T 373.5'
II -I ' ♦ '7-V c-1 - IB 3 o
1NI� 1 I , 65.0 ;:0
W H' \ _ ��� r / Boz WN Jr
LL_ BW: 366.0 ♦ s 1 E-2 I a=; I + C z
OJ N m
d \ - \ I 373 Jit '^�Co6Uio
o cncnz(30
mi
' 00 D
00
I G-
QI / , �`II1 I F-1 \ IO = Oo�oo cnw��
. , / n/� ����v �5� ,� // � C� Cin N
3 STp -2VV
4 NG g0p o
mm�
/ o� Z
1 I jw:� 366 0' �', I A-4 12 UNIT BUILDING I i + J44 I C.I w w
/ /
�� N n N(fl00N
/ I B-4
J q 12 _ 1 BEDOA4 I/ ,/ I cn o rn�
1 I N FF BEDROOM UNITS i ('' N/ //` it I Z m
No z! s E 3j4.S' S II ' ♦ I r
O - •' !�
' I o o I E-1
D Om C13
CD
r ,D
\ D �f , I B-�
m D i I A-3 -0 / . H,
- o 373 0 `� ' W: 373.5'
CD
! I m rn n N I A-2 373 / ( / 10'
BW: 363.0
� \ \ f r I i -
--, Io n Ir c, \ I B-1
z ► , . N TW: 372.5
l
BW: 365.0' BW: 365.0. o
B W: 366.0' I
i
w� � \ TW: 369.5' n n>
� � BW: 359.0' co N0 ; �
� � zzzN�o
\ \ RIPRAP
WITH 20' CLASS II D D (0 N 00
%< � BW: 365.0' �� - 360.42 n \� oN
366.0' TW: 368.5 �! o 0 0- o
8.0 , `° `n Z FT1 -
BW: 35
` Dr 0 N
H' H' \ - - - _ o H' _g ` \REPLACE EXIS ING CULVERTS
❑® I
\ \ WITH DOUBLE 2" RCP
H \ H \ CULVERT. US REINFORCED
CONCRETE EN WALL
J �� NCDOT STAND RD
DETAIL 838.
1 RIP RAP �I
I v ,i FW: 368.5
II �\ � BW: 364.5'
IBFE = 365 �, �, �,_ _ _- �, �, � � �o \ I ���`��ASPHALT PARKING
DISCHARGEWATERFROM CURB
BFE _
365.4 IN 2' WIDE CONCRETE FLUME
C",
z 00
_ '
C0 b ES POND OUTLET ®
N 362.0' INTO SCOUR
o I HOLE. SEE DETAIL ON >> 2 ��� 7. x
C -s foo
W ) /
CIA
D I 1
o D
/
m , /
♦\/C
SIH'
♦ , i / / OG7
z ��� 01 000 /// / ����ti
m I c °ten
C U1 m \ N N � ' .w ao (v c)
CC C D Oz7-0CD _ �• =C� ) � O� 0
q CA < OI � _
0rri
BFE = 365.0 BFE = 365.0 �'� �/
300 \V IV,_ /
z
Y I I ' URBAN VILLAGE CORRIDOR u a
Ld
w o 1
17 I o0
LL_I L-
0 ' i I1 L 1��' I=��Oa
�0 C,7 /v
p� I
z ,' X 11 ` _ OC C)
0
F- 00
�0 I M I C �o
7C ,
CUlUt00 I I NZ /// y
U) o Q /�,' �// . TW: 370.0
riC��°� I ro ,, ,/ / // BW: 366.5'
C�.I J I
m 75' URBAN VILLAGE BUFFER SETBACK
. ,d
I ..`
091
t• , ,
II-
�K
��■UFFERYARD 50 0 25 50 100
Ki fir
FJL 4z -
GRAPHIC SCAM
TOWN
• I����%_ -WA
-� 'moi/
FIN ��r --
( IN FEET )
1 inch = 50 ft.
200
LEGEND
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
\pN MUS T C�
v�1LITY 1�0'�p�
�Z�QJ\O O ���
_I LLJ z =
Q M
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
m
O>
n
D
m
z
Sl T
I Gs
MORGANTON RD Z�
S
O>
NC NAIS83(2011) VICINITY MAP
1 "=2000'
LEGEND
LIMITS OF DISTURBANCE
TIME FRAME EXCEPTIONS
CONSTRUCTION ENTRANCE
7 DAYS
SILT FENCE
n n n n
7 DAYS
TDD
DIVERSION BERM
7 DAYS
6%1
0
h vNw
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
SKIMMER
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
CO2
%m�
SILT SINCE OUTLET/CHECK
DAM
\pN MUS T C�
v�1LITY 1�0'�p�
�Z�QJ\O O ���
_I LLJ z =
Q M
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
m
O>
n
D
m
z
Sl T
I Gs
MORGANTON RD Z�
S
O>
NC NAIS83(2011) VICINITY MAP
1 "=2000'
DISTURBED AREA: ±15.45 AC
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent)
Installation of erosion control Devices and Seeding
Fill and slopes com feted fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
Vegetation es a Ise ; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
LEGEND
LIMITS OF DISTURBANCE
TIME FRAME EXCEPTIONS
CONSTRUCTION ENTRANCE
7 DAYS
SILT FENCE
n n n n
7 DAYS
TDD
DIVERSION BERM
7 DAYS
INLET PROTECTION
0
POROUS BAFFLES
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
SKIMMER
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
RIP -RAP PAD
SILT SINCE OUTLET/CHECK
DAM
DISTURBED AREA: ±15.45 AC
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN NECESSARY PERMITS AND APPROVALS THROUGH THE TOWN OF SOUTHERN PINES AND SCHEDULE A
PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
2. FLAG THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE
PROTECTION FENCING, TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE OUTLETS). SEE DEMO/PHASE 1
EROSION CONTROL PLAN FOR INITIAL EROSION CONTROL PHASE.
3.INSTALL SEDIMENT BASIN WITH SKIMMER AND TEMPORARY DIVERSION BERMS AND CORRESPONDING RIP RAP
OUTLET PROTECTION AS SHOWN IN THE EROSION CONTROL PH 1 PLAN. STABILIZE.
4. CALL TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR AFTER PERIMETER MEASURE INSTALLATION AND
BASIN INSTALLATION.
5. PROCEED WITH DEMOLITION, CLEARING AND GRUBBING OF SITE.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION OF ALL DISTURBED AREAS THROUGHOUT REMAINDER OF
PROJECT. NO PORTION OF THE SITE SHALL REMAIN OPEN/BARE MORE THAN 14 DAYS.
7. BEGIN INSTALLING REMAINING UTILITIES.
8. AS SITE EARTHWORK PROGRESSES AND SITE HAS BEEN RAISED AS SHOWN ON EROSION CONTROL PHASE 2
PLAN, FINISH GRADING THE SEDIMENT BASINS TO THEIR FINAL STATE AS SHOWN IN EROSION CONTROL PHASE 2
PLAN.
8. FINE GRADE PADS AND PROCEED WITH VERTICAL CONSTRUCTION
9. INSTALL OUTLET PROTECTION AS SOON AS PIPES ARE INSTALLED AND STABILIZE SLOPES AS SOON AS THEY
REACH FINAL GRADE.
10. SCHEDULE PRECON WITH STORMWATER INSPECTOR TO INSPECT SITE PRIOR TO CONVERTING SKIMMER TO FINAL
BMP.
11. ONCE CONTRIBUTING AREAS TO THE SKIMMER BASIN ARE STABLE AND INSPECTOR HAS APPROVED, REMOVE
BAFFLES AND SKIMMER AND ENSURE FINAL GRADING TO THE FINAL BMP DESIGN.
12. CONTACT THE TOWN OF SOUTHERN PINES INSPECTOR AND FLUSH ALL STORM SEWER PRIOR TO JOB
CLOSEOUT. CLEAN OUT PERMANENT POND IF SEDIMENT COLLECTS IN IT DUE TO STORM SEWER FLUSH
13. COMPLETE BUILDING, ALL UTILITIES, AND STONE PARKING LOT.
14. PAVE THE PARKING LOT AND STABILIZE ANY AREAS THAT REMAIN UNSTABLE (SEE PHASE II EROSION
CONTROL PLAN SHEET C-4.0).
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND REPAIRED
AFTER EACH RAIN EVENT.
16. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 -INCHES OR MORE OF PRECIPITATION.
17. STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL CONSTRUCTION.
18. AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND PERMANENT EROSION CONTROL MEASURES ARE IN
PLACE AND UPON APPROVAL BY THE EROSION CONTROL INSPECTOR.
A. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT EROSION AND VELOCITY CONTROL
MEASURES.
B. PROVIDE SUFFICIENT GROUND COVER TO ASSURE ADEQUATE SURFACE STABILIZATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE OF NORTH CAROLINA AND
THE ARMY CORPS OF ENGINEERS FOR ANY STREAM CROSSING/WETLAND DISTURBANCE.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
Phase of Approved Erosion & Sediment Control Plan: Date Signature landowner, financially responsible party, or agent)
Installation of erosion control Devices and Seeding
Fill and slopes com feted fine grades established
Installation of site utilities
Stabilization of building pad and parking areas
Final grades achieved; obtained building c/o
Vegetation es a Ise ; removal of erosion control measures
Closing of permit, final inspection
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HQW ZONES
\1111111,
C '
SAL = _
=N 30469
i9 ''�lllllll``` Vy:
'��IIIII111
9-23-19
_0!!�
^ O
00
o �
00
ct
W o,
N 00
I
M ,s:
Z N
ct
w
kn
00
z
M
N
N
I
m
W
N
rr
W
m
� � z
z
m
Z co o
C\2
Q U
Lo m
Oo
04 E-1
E-1 >-
z _
Q
w�'=z m
m
V 1 ^ ~ q
O C)
O =
m
m
W
a
}
m
d
z
C-4.2

00991551
PIN: 856220817779
DB: 442 o P( 867 ASPHALT PARKING
... _ �I IR
Nn�m-
�zti
A,00,
-
m
VICINI TY MAP
7 "=2000'
NC NAD83(2011)
Z
PRE DEVELOPMENT SITE
DRAINAGE AREA
% OF TOTAL
CURVE NUMBER
DRAINAGE TO POS 1
SIZE (AC)
DRAINAGE AREA
FAIR CONDITION WOODS
8.0 AC
25%
60
(TYPE B SOILS)
I
FAIR CONDITION WOODS
14.50 AC
45.3%
73
(TYPE C SOILS)
W
W
FAIR CONDITION WOODS
9.50 AC
29.7%
79
(TYPE D SOILS)
WEIGHTED CURVE NUMBER
72
\()N MUST C�
� � O
m
BEFORE YOU DIG!
CONTACT ONE—CALL CENTER
1-800-632-4949
=iW NMAL
30469
9-23-19
z
co z�
o�
�a
U
W N
GRAPHIC SCALE x in
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
}
m
O
Z
C- 5. 0
z
04
N
I
o
N
W
W
z
m
z
J
mo
U
L�
o
-I
L
[�
n�
NE
W
a
Q
co
m
,
0
�
Z
O
a
Qia
N
Nn --I
m
A
z
co z�
o�
�a
U
W N
GRAPHIC SCALE x in
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
}
m
O
Z
C- 5. 0

A0
D
m m
00991551
PIN: 856220817779
DB:442 PG'867 ASPHALT PARKING
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH i i i
Nn�m-
�zti
nn�
."00,
m
VICINI TY MAP
7 "=2000'
NC NA083(2011)
Z
POST DEVELOPMENT BYPASS
DRAINAGE AREA
% OF TOTAL
CURVE NUMBER
DRAINAGE TO POS 1
SIZE (AC)
DRAINAGE AREA
98
FAIR CONDITION WOODS
3.0 AC
16.2%
60
(TYPE B SOILS)
85
W
n
W
FAIR CONDITION WOODS
6.0 AC
32.4%
73
(TYPE C SOILS)
1:21
FAIR CONDITION WOODS
9.50 AC
51.3%
79
(TYPE D SOILS)
I�
F-1
I�-I
V 1
WEIGHTED CURVE NUMBER
74
POST DEVELOPMENT SITE
DRAINAGE TO POND
DRAINAGE AREA
SIZE (AC)
% OF TOTAL
DRAINAGE AREA
CURVE NUMBER
IMPERVIOUS AREA
8.77 AC
64.9%
98
GRASSED AREA
4.73 AC
35.1%
61
WEIGHTED CURVE NUMBER
85
\()N MUST C�
JPO
CO �Q o )A
� O
J Z =
Q m
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
_v 6EAL -
=N 30469
��11111�`
9-23-19
z
co z�
o�
�a
U
W N
GRAPHIC SCALE x in
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
}
m
O
Z
C- 5. 1
04
N
h
r
I
o
N
W
n
W
Q
m
1:21
Z
m
Z
I�
F-1
I�-I
V 1
J
O
�
0
O
0
aw
�w
,
z
L
Z
a
w
14�'
co
z
L)
=
m
Z
O
a
N
Nn --I
m
A
z
co z�
o�
�a
U
W N
GRAPHIC SCALE x in
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
}
m
O
Z
C- 5. 1

00991551
PIN: 856220817779
08:442 PPGn867 ASPHALT PARKING
—N- _,RrH
�amz
o�=ti
�C�oo�o
WETLANDS
FLOODWAY
LEGEND
NC NAD83(2011)
m
VICINI TY MAP
7 "=2000'
\()N MUST C�
JPO T�,
CO �O o )A
� � O
J Z =
Q m
BEFORE YOU DIG!
CONTACT ONE—CALL CENTER
1-800-632-4949
z
_iV SEAL
30469
9-23-19
z
co z�
o�
�a
U
W N
GRAPHIC SCALE x in
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
}
m
O
Z
C- 5.2
N
W
I
o
N
ZuJ
d'
m
Z
�7
F—I
J
o
U
Q
14
oO
E-4��_
w�
W
s
C
m
z
L)
w
=
m
E -I
oQ
a
m
a
A
a
0
z
co z�
o�
�a
U
W N
GRAPHIC SCALE x in
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
}
m
O
Z
C- 5.2

\IIIIIIII/
♦`� C
o ,
30 69
'llll11111`
9-23-19
o
o �
o °'C
� M �
W o�
N 0C
I
Q � o
M ,s:
W
G� W
Z
M
N
E-4 - I
r
�' a
N
M
W
Q m
x z z
Z
Z o
� � Q
W Q v /"
az aZ
a�w� co
z A
E1
W f� w
W = Z m
C
U
_
f� W
O a
U�M
a
a
w
Q
0
Cn
z�
F
Oa
5�
U
W N
ao
M
d
z
C-5.3
EAGLE LANDING APARTMENTS PIPE CHART
Inlet Lower Upper Inlet Hydraulic
TO FROM "C" 25 Yr. "i" Area To Inlet 25 Yr. Q, Cumm. Q, Pipe Pipe Inlet Cover Pipe � Roughness Full Flow
Pipe Material Pipe Slope Elevation Invert Invert Cover Pipe Area Radius Velocity Full Actual Flow
Length Diameter (FROM) (TO) (FROM) (FROM) (TO) Diameter „Rh „ Coefficient Capacity
(in/hr) (acres) (ft3lsec) (ft3/sec) (ft) (inches) (%) (ft) (ft) (ft) (ft) (ft) (feet) (ft2) (ft) (ftlsec) (ft3/sec) (ft3/sec)
FES A-0 CI A-1 0.90 8.86 0.11 0.88 88.50 36 60 O-RING 0.20 372.70 365.00 365.07 2.63 2.63 5.00 19.63 1.25 0.013 5.95 116.73 88.50
CI A-1 DI A-2 0.90 8.86 0.19 1.52 64.86 81 48 O-RING 0.23 372.70 365.07 365.26 3.44 3.44 4.00 12.56 1.00 0.013 5.50 69.04 64.86
DI A-2 DI A-3 0.90 8.86 0.12 0.96 63.35 81 48 O-RING 0.22 372.70 365.26 365.44 3.26 3.26 4.00 12.56 1.00 0.013 5.38 67.52 63.35
DI A-3 DI A-4 0.90 8.86 0.13 1.04 62.39 77 48 O-RING 0.20 372.70 365.44 365.59 3.11 3.11 4.00 12.56 1.00 0.013 5.13 64.38 62.39
DI A-4 DI A-5 0.90 8.86 0.27 2.15 61.35 61 48 O-RING 0.25 372.70 365.59 365.74 2.96 2.96 4.00 12.56 1.00 0.013 5.73 71.98 61.35
DI A-5 CI A-6 0.90 8.86 0.07 0.56 58.00 76 48 O-RING 0.25 372.70 365.74 365.93 2.77 2.77 4.00 12.56 1.00 0.013 5.73 71.98 58.00
CI A-6 CI A-7 0.90 8.86 0.21 1.67 57.44 47 48 O-RING 0.25 372.70 365.93 366.05 2.65 2.65 4.00 12.56 1.00 0.013 5.73 71.98 57.44
CI A-7 CI A-8 0.90 8.86 0.44 3.51 54.14 57 48 O-RING 0.25 374.25 366.05 366.19 4.06 1.96 4.00 12.56 1.00 0.013 5.73 71.98 54.14
CI A-8 CI A-9 0.90 8.86 0.21 1.67 50.63 230 42 O-RING 0.30 376.50 368.29 368.98 4.02 3.52 3.50 9.62 0.88 0.013 5.74 55.23 50.63
CI A-9 CI A-10 0.90 8.86 0.39 3.11 30.69 170 36 O-RING 0.30 376.75 369.48 369.99 3.76 2.76 3.00 7.07 0.75 0.013 5.18 36.61 30.69
CIA -10 CI A-11 0.75 8.86 0.30 1.99 12.24 75 24 O-RING 0.30 377.10 370.99 371.22 3.88 3.88 2.00 3.14 0.50 0.013 3.95 12.42 12.24
CIA -11 CI A-12 0.80 8.86 0.25 1.77 10.24 115 24 O-RING 0.25 377.10 371.22 371.51 3.59 3.59 2.00 3.14 0.50 0.013 3.61 11.34 10.24
CIA -12 CI A-13 0.75 8.86 0.32 2.13 8.47 175 24 O-RING 0.20 377.20 371.51 371.86 3.34 3.34 2.00 3.14 0.50 0.013 3.23 10.14 8.47
CIA -13 CI A-14 0.60 8.86 0.73 3.88 4.15 164 24 RCP 0.20 377.20 371.86 372.18 3.02 2.27 2.00 3.14 0.50 0.013 3.23 10.14 4.15
CIA -14 DI A-15 0.50 8.86 0.06 0.27 0.27 13 95 RCP 3.00 377.50 372.93 373.32 2.93 1.25 1.23 0.31 0.013 9.14 11.21 0.27
CI A-1 DI B-1 0.90 8.86 0.09 0.72 16.15 65 42 O-RING 0.20 372.70 365.07 365.20 4.00 4.00 3.50 9.62 0.88 0.013 4.69 45.09 16.15
DI B-1 DI B-2 0.90 8.86 0.06 0.48 15.43 48 42 O-RING 0.20 372.75 365.20 365.30 3.95 3.86 3.50 9.62 0.88 0.013 4.69 45.09 15.43
DI B-2 DI B-3 0.90 8.86 0.17 1.36 14.96 48 42 O-RING 0.20 372.70 365.30 365.39 3.81 3.14 3.50 9.62 0.88 0.013 4.69 45.09 14.96
DI B-3 DI B-4 0.90 8.86 0.20 1.59 13.60 82 42 O-RING 0.20 372.70 365.39 365.56 3.64 3.14 3.50 9.62 0.88 0.013 4.69 45.09 13.60
DI B-4 DI B-5 0.90 8.86 0.12 0.96 12.01 85 36 O-RING 0.20 372.70 366.06 366.23 3.47 3.47 3.00 7.07 0.75 0.013 4.23 29.89 12.01
DI B-5 DI B-6 0.90 8.86 0.34 2.71 10.37 77 36 O-RING 0.20 372.70 366.23 366.38 3.32 2.82 3.00 7.07 0.75 0.013 4.23 29.89 10.37
DI B-6 DI B-7 0.90 8.86 0.42 3.35 7.66 70 30 O-RING 0.20 372.50 366.88 367.02 2.98 1.73 2.50 4.91 0.63 0.013 3.75 18.38 7.66
DI B-7 DI B-8 0.90 8.86 0.19 1.52 1.52 75 15 O-RING 0.30 373.90 368.27 368.50 4.15 1.25 1.23 0.31 0.013 2.89 3.55 1.52
DI B-5 DI C-1 0.70 8.86 0.11 0.68 0.68 75 15 O-RING 3.00 373.25 367.98 370.23 1.77 1.25 1.23 0.31 0.013 9.14 11.21 0.68
DI B-7 CI D-1 0.90 8.86 0.35 2.79 2.79 71 24 O-RING 0.20 372.75 367.52 367.66 3.09 2.00 3.14 0.50 0.013 3.23 10.14 2.79
CI A-1 DI E-1 0.90 8.86 0.09 0.72 6.61 72 24 O-RING 0.50 373.50 368.07 368.43 3.07 2.57 2.00 3.14 0.50 0.013 5.11 16.03 6.61
DI E-1 DI E-2 0.60 8.86 0.41 2.18 5.89 110 98 O-RING 0.50 372.50 368.93 369.48 1.52 1.27 1.50 1.77 0.38 0.013 4.21 7.44 5.89
DI E-2 DI E-3 0.70 8.86 0.20 1.24 2.99 86 95 O-RING 0.50 372.50 369.73 370.16 1.09 1.09 1.25 1.23 0.31 0.013 3.73 4.58 2.99
DI E-3 CI E-4 0.90 8.86 0.12 0.96 1.75 62 15 O-RING 0.50 374.75 370.16 370.47 3.03 3.03 1.25 1.23 0.31 0.013 3.73 4.58 1.75
CI E-4 DI E-5 0.90 8.86 0.10 0.80 0.80 72 15 O-RING 0.50 373.25 370.47 370.83 1.17 1.25 1.23 0.31 0.013 3.73 4.58 0.80
DI E-2 DI F-1 0.90 8.86 0.09 0.72 0.72 75 15 O-RING 9.50 373.25 369.73 370.86 1.14 1.25 1.23 0.31 0.013 6.46 7.93 0.72
DI A-5 DI G-1 0.90 8.86 0.15 1.20 1.20 53 15 O-RING 3.00 373.25 368.49 370.08 1.92 1.25 1.23 0.31 0.013 9.14 11.21 1.20
CI A-7 CI H-1 0.80 8.86 0.13 0.92 1.63 68 95 O-RING 0.50 373.25 368.80 369.14 2.86 1.25 1.23 0.31 0.013 3.73 4.58 1.63
CI H-1 CI H-2 0.80 8.86 0.10 0.71 0.71 36 95 O-RING 9.00 373.50 369.14 369.50 2.75 1.25 1.23 0.31 0.013 5.28 6.47 0.71
CI A-9 DI J-1 0.75 8.86 0.15 1.00 18.26 76 30 RCP 0.20 375.25 369.98 370.14 2.62 2.62 2.50 4.91 0.63 0.013 3.75 18.38 18.26
DI J-1 DI J-2 0.80 8.86 0.05 0.35 17.27 55 30 RCP 0.20 375.50 370.14 370.25 2.76 2.76 2.50 4.91 0.63 0.013 3.75 18.38 17.27
DI J-2 DI J-3 0.80 8.86 0.05 0.35 16.91 26 30 RCP 0.20 375.50 370.25 370.30 2.70 2.70 2.50 4.91 0.63 0.013 3.75 18.38 16.91
DI J-3 DI J-4 0.80 8.86 0.13 0.92 14.37 52 30 RCP 0.20 374.00 370.30 370.40 1.10 1.10 2.50 4.91 0.63 0.013 3.75 18.38 14.37
DI J-4 DI J-5 0.80 8.86 0.14 0.99 8.46 56 30 RCP 0.20 375.30 370.40 370.51 2.29 2.29 2.50 4.91 0.63 0.013 3.75 18.38 8.46
DI J-5 DI J-6 0.80 8.86 0.10 0.71 7.47 74 30 RCP 0.20 375.30 370.51 370.66 2.14 2.14 2.50 4.91 0.63 0.013 3.75 18.38 7.47
DI J-6 CI J-7 0.90 8.86 0.12 0.96 6.76 90 30 RCP 0.20 376.20 370.66 370.84 2.86 2.36 2.50 4.91 0.63 0.013 3.75 18.38 6.76
CI J-7 CI J-8 0.75 8.86 0.18 1.20 5.80 86 24 RCP 0.20 376.75 371.34 371.51 3.24 2.33 2.00 3.14 0.50 0.013 3.23 10.14 5.80
CI J-8 CI J-9 0.80 8.86 0.26 1.84 4.61 77 24 RCP 0.20 376.75 371.51 371.67 3.08 1.77 2.00 3.14 0.50 0.013 3.23 10.14 4.61
CI J-9 CI J-10 0.80 8.86 0.22 1.56 2.76 112 15 RCP 0.50 378.50 372.42 372.98 4.27 4.27 1.25 1.23 0.31 0.013 3.73 4.58 2.76
CI J-10 CI J-11 0.85 8.86 0.16 1.20 1.20 145 15 RCP 0.50 378.90 372.98 373.70 3.95 1.25 1.23 0.31 0.013 3.73 4.58 1.20
DI J-3 DI K-1 0.75 8.86 0.10 0.66 2.19 45 95 RCP 9.00 375.50 371.55 372.00 2.25 2.25 1.25 1.23 0.31 0.013 5.28 6.47 2.19
DI K-1 DI K-2 0.75 8.86 0.09 0.60 1.53 52 95 RCP 9.00 375.50 372.00 372.52 1.73 1.73 1.25 1.23 0.31 0.013 5.28 6.47 1.53
DI K-2 DI K-3 0.75 8.86 0.14 0.93
0.93
40
95
RCP
9.00
375.50
372.52
372.92
1.33
1.25
1.23
0.31
0.013
5.28
6.47
0.93
DI J-4
DI L-1
0.50
8.86
0.57
2.53
4.98
67
15
RCP
9.00
375.50
371.65
372.32
1.93
1.25
1.23
0.31
0.013
5.28
6.47
4.98
DI L-1
DI L-2
0.75
8.86
0.15
1.00
1.40
110
15
RCP
9.00
377.50
372.32
373.42
2.83
1.25
1.23
0.31
0.013
5.28
6.47
1.40
DI L-2
DI L-3
0.75
8.86
0.06
0.40
0.40
40
95
RCP
2.00
377.50
373.42
374.22
2.03
1.25
1.23
0.31
0.013
7.46
9.16
0.40
CI A-9
DI M-1
0.75
8.86
0.16
1.06
1.06
102
95
O-RING
9.00
377.00
372.32
373.34
2.41
1.25
1.23
0.31
0.013
5.28
6.47
1.06
CIA -10
CI N-1
0.85
8.86
0.13
0.98
15.35
110
24
O-RING
0.50
378.40
370.99
371.54
4.86
4.86
2.00
3.14
0.50
0.013
5.11
16.03
15.35
CI N-1
DI N-2
0.85
8.86
0.17
1.28
14.37
125
24
O-RING
0.50
378.50
371.54
372.17
4.33
4.33
2.00
3.14
0.50
0.013
5.11
16.03
14.37
DI N-2
DI N-3
0.85
8.86
0.19
1.43
13.09
75
24
O-RING
0.50
378.50
372.17
372.54
3.96
3.96
2.00
3.14
0.50
0.013
5.11
16.03
13.09
DI N-3
DI N-4
0.85
8.86
0.12
0.90
9.32
62
24
RCP
0.50
378.30
372.54
372.85
3.45
3.45
2.00
3.14
0.50
0.013
5.11
16.03
9.32
DI N-4
DI N-5
0.85
8.86
0.21
1.58
8.41
118
24
RCP
0.50
378.50
372.85
373.44
3.06
3.06
2.00
3.14
0.50
0.013
5.11
16.03
8.41
DI N-5
CI N-6
0.70
8.86
0.26
1.61
6.83
62
24
RCP
0.50
379.10
373.44
373.75
3.35
2.85
2.00
3.14
0.50
0.013
5.11
16.03
6.83
CI N-6
CI N-7
0.65
8.86
0.29
1.67
5.22
60
98
RCP
0.50
379.50
374.25
374.55
3.45
3.20
1.50
1.77
0.38
0.013
4.21
7.44
5.22
CI N-7
CI N-8
0.90
8.86
0.09
0.72
3.55
107
95
RCP
2.00
381.75
374.80
376.94
3.56
3.56
1.25
1.23
0.31
0.013
7.46
9.16
3.55
CI N-8
CI N-9
0.65
8.86
0.16
0.92
2.83
28
95
RCP
9.00
381.75
376.94
377.22
3.28
3.28
1.25
1.23
0.31
0.013
5.28
6.47
2.83
CI N-9
CI N-10
0.98
8.86
0.22
1.91
1.91
90
95
RCP
9.00
390.50
377.22
385.32
3.93
1.25
1.23
0.31
0.013
15.83
19.42
1.91
DI N-3
DI P-1
0.80
8.86
0.17
1.20
2.34
55
15
RCP
3.00
379.30
373.29
374.94
3.11
3.11
1.25
1.23
0.31
0.013
9.14
11.21
2.34
DI P-1
DI P-2
0.80
8.86
0.16
1.13
1.13
57
95
RCP
3.00
379.30
374.94
376.65
1.40
1.25
1.23
0.31
0.013
9.14
11.21
1.13
CIA -13
DI Q-1
0.80
8.86
0.21
1.49
1.49
97
95
RCP
3.00
378.75
372.61
375.52
1.98
1.25
1.23
0.31
0.013
9.14
11.21
1.49
CIA -13
DI R-1
0.50
8.86
0.16
0.71
0.71
101
15
RCP
2.00
377.25
372.61
374.63
1.37
1.25
1.23
0.31
0.013
7.46
9.16
0.71
\IIIIIIII/
♦`� C
o ,
30 69
'llll11111`
9-23-19
o
o �
o °'C
� M �
W o�
N 0C
I
Q � o
M ,s:
W
G� W
Z
M
N
E-4 - I
r
�' a
N
M
W
Q m
x z z
Z
Z o
� � Q
W Q v /"
az aZ
a�w� co
z A
E1
W f� w
W = Z m
C
U
_
f� W
O a
U�M
a
a
w
Q
0
Cn
z�
F
Oa
5�
U
W N
ao
M
d
z
C-5.3
EAGLE LANDING APARTMENTS PIPE CHART
Inlet Lower Upper Inlet Hydraulic
TO FROM "C" 25 Yr. "i" Area To Inlet 25 Yr. Q, Cumm. Q, Pipe Pipe Inlet Cover Pipe � Roughness Full Flow
Pipe Material Pipe Slope Elevation Invert Invert Cover Pipe Area Radius Velocity Full Actual Flow
Length Diameter (FROM) (TO) (FROM) (FROM) (TO) Diameter „Rh „ Coefficient Capacity
(in/hr) (acres) (ft3lsec) (ft3/sec) (ft) (inches) (%) (ft) (ft) (ft) (ft) (ft) (feet) (ft2) (ft) (ftlsec) (ft3/sec) (ft3/sec)
FES A-0 CI A-1 0.90 8.86 0.11 0.88 88.50 36 60 O-RING 0.20 372.70 365.00 365.07 2.63 2.63 5.00 19.63 1.25 0.013 5.95 116.73 88.50
CI A-1 DI A-2 0.90 8.86 0.19 1.52 64.86 81 48 O-RING 0.23 372.70 365.07 365.26 3.44 3.44 4.00 12.56 1.00 0.013 5.50 69.04 64.86
DI A-2 DI A-3 0.90 8.86 0.12 0.96 63.35 81 48 O-RING 0.22 372.70 365.26 365.44 3.26 3.26 4.00 12.56 1.00 0.013 5.38 67.52 63.35
DI A-3 DI A-4 0.90 8.86 0.13 1.04 62.39 77 48 O-RING 0.20 372.70 365.44 365.59 3.11 3.11 4.00 12.56 1.00 0.013 5.13 64.38 62.39
DI A-4 DI A-5 0.90 8.86 0.27 2.15 61.35 61 48 O-RING 0.25 372.70 365.59 365.74 2.96 2.96 4.00 12.56 1.00 0.013 5.73 71.98 61.35
DI A-5 CI A-6 0.90 8.86 0.07 0.56 58.00 76 48 O-RING 0.25 372.70 365.74 365.93 2.77 2.77 4.00 12.56 1.00 0.013 5.73 71.98 58.00
CI A-6 CI A-7 0.90 8.86 0.21 1.67 57.44 47 48 O-RING 0.25 372.70 365.93 366.05 2.65 2.65 4.00 12.56 1.00 0.013 5.73 71.98 57.44
CI A-7 CI A-8 0.90 8.86 0.44 3.51 54.14 57 48 O-RING 0.25 374.25 366.05 366.19 4.06 1.96 4.00 12.56 1.00 0.013 5.73 71.98 54.14
CI A-8 CI A-9 0.90 8.86 0.21 1.67 50.63 230 42 O-RING 0.30 376.50 368.29 368.98 4.02 3.52 3.50 9.62 0.88 0.013 5.74 55.23 50.63
CI A-9 CI A-10 0.90 8.86 0.39 3.11 30.69 170 36 O-RING 0.30 376.75 369.48 369.99 3.76 2.76 3.00 7.07 0.75 0.013 5.18 36.61 30.69
CIA -10 CI A-11 0.75 8.86 0.30 1.99 12.24 75 24 O-RING 0.30 377.10 370.99 371.22 3.88 3.88 2.00 3.14 0.50 0.013 3.95 12.42 12.24
CIA -11 CI A-12 0.80 8.86 0.25 1.77 10.24 115 24 O-RING 0.25 377.10 371.22 371.51 3.59 3.59 2.00 3.14 0.50 0.013 3.61 11.34 10.24
CIA -12 CI A-13 0.75 8.86 0.32 2.13 8.47 175 24 O-RING 0.20 377.20 371.51 371.86 3.34 3.34 2.00 3.14 0.50 0.013 3.23 10.14 8.47
CIA -13 CI A-14 0.60 8.86 0.73 3.88 4.15 164 24 RCP 0.20 377.20 371.86 372.18 3.02 2.27 2.00 3.14 0.50 0.013 3.23 10.14 4.15
CIA -14 DI A-15 0.50 8.86 0.06 0.27 0.27 13 95 RCP 3.00 377.50 372.93 373.32 2.93 1.25 1.23 0.31 0.013 9.14 11.21 0.27
CI A-1 DI B-1 0.90 8.86 0.09 0.72 16.15 65 42 O-RING 0.20 372.70 365.07 365.20 4.00 4.00 3.50 9.62 0.88 0.013 4.69 45.09 16.15
DI B-1 DI B-2 0.90 8.86 0.06 0.48 15.43 48 42 O-RING 0.20 372.75 365.20 365.30 3.95 3.86 3.50 9.62 0.88 0.013 4.69 45.09 15.43
DI B-2 DI B-3 0.90 8.86 0.17 1.36 14.96 48 42 O-RING 0.20 372.70 365.30 365.39 3.81 3.14 3.50 9.62 0.88 0.013 4.69 45.09 14.96
DI B-3 DI B-4 0.90 8.86 0.20 1.59 13.60 82 42 O-RING 0.20 372.70 365.39 365.56 3.64 3.14 3.50 9.62 0.88 0.013 4.69 45.09 13.60
DI B-4 DI B-5 0.90 8.86 0.12 0.96 12.01 85 36 O-RING 0.20 372.70 366.06 366.23 3.47 3.47 3.00 7.07 0.75 0.013 4.23 29.89 12.01
DI B-5 DI B-6 0.90 8.86 0.34 2.71 10.37 77 36 O-RING 0.20 372.70 366.23 366.38 3.32 2.82 3.00 7.07 0.75 0.013 4.23 29.89 10.37
DI B-6 DI B-7 0.90 8.86 0.42 3.35 7.66 70 30 O-RING 0.20 372.50 366.88 367.02 2.98 1.73 2.50 4.91 0.63 0.013 3.75 18.38 7.66
DI B-7 DI B-8 0.90 8.86 0.19 1.52 1.52 75 15 O-RING 0.30 373.90 368.27 368.50 4.15 1.25 1.23 0.31 0.013 2.89 3.55 1.52
DI B-5 DI C-1 0.70 8.86 0.11 0.68 0.68 75 15 O-RING 3.00 373.25 367.98 370.23 1.77 1.25 1.23 0.31 0.013 9.14 11.21 0.68
DI B-7 CI D-1 0.90 8.86 0.35 2.79 2.79 71 24 O-RING 0.20 372.75 367.52 367.66 3.09 2.00 3.14 0.50 0.013 3.23 10.14 2.79
CI A-1 DI E-1 0.90 8.86 0.09 0.72 6.61 72 24 O-RING 0.50 373.50 368.07 368.43 3.07 2.57 2.00 3.14 0.50 0.013 5.11 16.03 6.61
DI E-1 DI E-2 0.60 8.86 0.41 2.18 5.89 110 98 O-RING 0.50 372.50 368.93 369.48 1.52 1.27 1.50 1.77 0.38 0.013 4.21 7.44 5.89
DI E-2 DI E-3 0.70 8.86 0.20 1.24 2.99 86 95 O-RING 0.50 372.50 369.73 370.16 1.09 1.09 1.25 1.23 0.31 0.013 3.73 4.58 2.99
DI E-3 CI E-4 0.90 8.86 0.12 0.96 1.75 62 15 O-RING 0.50 374.75 370.16 370.47 3.03 3.03 1.25 1.23 0.31 0.013 3.73 4.58 1.75
CI E-4 DI E-5 0.90 8.86 0.10 0.80 0.80 72 15 O-RING 0.50 373.25 370.47 370.83 1.17 1.25 1.23 0.31 0.013 3.73 4.58 0.80
DI E-2 DI F-1 0.90 8.86 0.09 0.72 0.72 75 15 O-RING 9.50 373.25 369.73 370.86 1.14 1.25 1.23 0.31 0.013 6.46 7.93 0.72
DI A-5 DI G-1 0.90 8.86 0.15 1.20 1.20 53 15 O-RING 3.00 373.25 368.49 370.08 1.92 1.25 1.23 0.31 0.013 9.14 11.21 1.20
CI A-7 CI H-1 0.80 8.86 0.13 0.92 1.63 68 95 O-RING 0.50 373.25 368.80 369.14 2.86 1.25 1.23 0.31 0.013 3.73 4.58 1.63
CI H-1 CI H-2 0.80 8.86 0.10 0.71 0.71 36 95 O-RING 9.00 373.50 369.14 369.50 2.75 1.25 1.23 0.31 0.013 5.28 6.47 0.71
CI A-9 DI J-1 0.75 8.86 0.15 1.00 18.26 76 30 RCP 0.20 375.25 369.98 370.14 2.62 2.62 2.50 4.91 0.63 0.013 3.75 18.38 18.26
DI J-1 DI J-2 0.80 8.86 0.05 0.35 17.27 55 30 RCP 0.20 375.50 370.14 370.25 2.76 2.76 2.50 4.91 0.63 0.013 3.75 18.38 17.27
DI J-2 DI J-3 0.80 8.86 0.05 0.35 16.91 26 30 RCP 0.20 375.50 370.25 370.30 2.70 2.70 2.50 4.91 0.63 0.013 3.75 18.38 16.91
DI J-3 DI J-4 0.80 8.86 0.13 0.92 14.37 52 30 RCP 0.20 374.00 370.30 370.40 1.10 1.10 2.50 4.91 0.63 0.013 3.75 18.38 14.37
DI J-4 DI J-5 0.80 8.86 0.14 0.99 8.46 56 30 RCP 0.20 375.30 370.40 370.51 2.29 2.29 2.50 4.91 0.63 0.013 3.75 18.38 8.46
DI J-5 DI J-6 0.80 8.86 0.10 0.71 7.47 74 30 RCP 0.20 375.30 370.51 370.66 2.14 2.14 2.50 4.91 0.63 0.013 3.75 18.38 7.47
DI J-6 CI J-7 0.90 8.86 0.12 0.96 6.76 90 30 RCP 0.20 376.20 370.66 370.84 2.86 2.36 2.50 4.91 0.63 0.013 3.75 18.38 6.76
CI J-7 CI J-8 0.75 8.86 0.18 1.20 5.80 86 24 RCP 0.20 376.75 371.34 371.51 3.24 2.33 2.00 3.14 0.50 0.013 3.23 10.14 5.80
CI J-8 CI J-9 0.80 8.86 0.26 1.84 4.61 77 24 RCP 0.20 376.75 371.51 371.67 3.08 1.77 2.00 3.14 0.50 0.013 3.23 10.14 4.61
CI J-9 CI J-10 0.80 8.86 0.22 1.56 2.76 112 15 RCP 0.50 378.50 372.42 372.98 4.27 4.27 1.25 1.23 0.31 0.013 3.73 4.58 2.76
CI J-10 CI J-11 0.85 8.86 0.16 1.20 1.20 145 15 RCP 0.50 378.90 372.98 373.70 3.95 1.25 1.23 0.31 0.013 3.73 4.58 1.20
DI J-3 DI K-1 0.75 8.86 0.10 0.66 2.19 45 95 RCP 9.00 375.50 371.55 372.00 2.25 2.25 1.25 1.23 0.31 0.013 5.28 6.47 2.19
DI K-1 DI K-2 0.75 8.86 0.09 0.60 1.53 52 95 RCP 9.00 375.50 372.00 372.52 1.73 1.73 1.25 1.23 0.31 0.013 5.28 6.47 1.53
DI K-2 DI K-3 0.75 8.86 0.14 0.93

CONSTRUCT DAM WITH IMPERMEABLE SOILS
COMPACTED TO 98% STD. PROCTOR
DENSITY W/ A MOISTURE CONTENT OF
-1% TO +3% OF OPTIMUM. SOILS SHALL
BE UNIFORM IN CHARACTER AND INSTALLED
IN 8" MAXIMUM LIFTS. SOILS SHALL BE
FREE OF ORGANICS AND PARTICLES OF 2"
OR GREATER
OUTLET INV: 362.0'
GEOTECHNICAL —
ENGINEER TO BE
ON SITE DURING
INSTALLATION OF
POND OUTLETS
TO ENSURE
COMPACTION
AROUND PIPES
•10
66" X 66"
ANTI -SEEP PLATES
SANDWICHED BETWEEN
FLANGED GASKET IN
FLANGED JOINTS
10.00' DAM EL 372.5'
1)1-Y1
48" DIAMETER ALUMINUM RISER WITH
TRASH RACK. TOP OF RISER ELEV
368.25'. SHOP DRAWING TO BE REVIEWED
BY ENGINEER PRIOR TO FABRICATION.
4" DRAIN VALVE AT ELEV. 365.0 WITH
HANDLE TO TOP OF RISER. VALVE SHALL
HAVE A PLATE TO ADAPT TO 4" SKIMMER
DURING CONSTRUCTION
SEGMENTAL
RETAINING WALL
SURROUNDING
INTERIOR PERIMETER
OF POND
12" ORIFICE AT 366.0'
3.0" ORIFICE AT 365.0'
45 LF 18" RCP
@ 6.6% SLOPE
INV: 365.0'
CUT-OFF TRENCH
BACKFILL W/
IMPERMEABLE SOILS
COMPACTED TO 98% STD
PROCTOR DENSITY
4'X4'X2'
3000 PSI
CONCRETE
PAD ANTI
FLOTATION
DEVICE
30' WIDE SPILLWAY
EL: 370.5'
1' SEDIMENT STORIAGE
RIP RAP BAFFLE CLASS
B STONE OVER NON
WOVEN FABRIC. FROM
ELEVATION 365.00 TO
368.00. SIDE SLOPES TO
BE 2:1. TOP 5' WIDE.
POND 1 DETAIL
N.T.S.
1.0' THICK CLASS B STONE OVER
NON WOVEN FABRIC
100YR STORM MAX ELEV. 371.29'
NC NAD83(2011)
0' CLASS II
da
'ING CULVERTS
12" RCP
REINFORCED
WALL
RD
N
ORS
Sl T
I
)RGANTON RD
VICINITY MAP
1 "=2000'
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
��oN MUST CO
v�1LITY p,Q',0
i!,
sqr
���� JQ , y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
1.5' CLASS B RIP RAP
DAM EL
372.50
SPILLWAY DETAIL
NOT TO SCALE
Anti -Flotation Device 1: Southern Pines Apartments
Riser Height: 3.25 feet
Riser Diameter: 48 in
Riser Area: 40.82 cf
Weight of Water: 62.4 1bs/ft^2
Weight of Conc. 150 1bs/ft^3
Min Weight Req. 2547 lbs
Anti -Flotation Dimemstions
Length (ft) 4
Width (ft) 4
Height (ft) 2
Weight Provided 4800 lbs
Min Factor of Safety 1.5
Factor of Safety Provided 1.88 Okay
WETLANDS
AE FLOODWAY
AE FLOOD ZONE
1 F7(`F7NI F)
NL'AL
=N 30469
9-23-19
C401 z
zC)
F
a_
5�
U
W N
ao
m
d
z
C-6.0
It
N
m
0
N
Q
z
W
M
M
z
z
~
Q
M
t�
E
v
W
o
Lo
Go
rlI
LO
O
z
�
a
Wim'=z
m
(/)
C
U
W
�
A
O
m
C401 z
zC)
F
a_
5�
U
W N
ao
m
d
z
C-6.0

SKIMMER BASIN -4" SKIMMER WITH 2.5" ORIFICE
SKIMMER TO BE ATTACHED TO POND OUTLET PIPE
CONSTRUCTION SPECIFICATIONS:
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING
HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED
DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE
MATERIAL. PLACE THE FILL IN THE LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO
ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A
SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4—INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE
PERVIOUS MATERIAL SUCH AS SAND, GRAVE, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE
SPILLWAY IN 4—INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT.
CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT.
IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE
FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO
THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS—INSTALL THE SPILLWAY IN THE UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED
ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPED ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY.
THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH
TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH
8—INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF
THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS
INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH MAY BE USED. THE UPPER
SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES
OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER
SEDIMENT BASINS." FEBRUARY, 1999.J. W. FAIRCLOTH & SON.)
8. INLETS—DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OUTLET PROTECTION TO DIVERT SEDIMENT—LADDEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY
(REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
9. EROSION CONTROL—CONTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE
AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER
DISTURBED AREA ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
10. INSTALL SILT FENCE BAFFLES WITH MINIMUM 10' SPACING.
11. AFTER ALL THE SEDIMENT—PRODUCING AREA HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
MAINTENANCE:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE—HALF INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE—HALF
THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE
THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE—ANCHOR THE BAFFLES IF WATER IS
FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE
OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND
REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF SPILLWAY.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE OTHER DEBRIS FROM THE SKIMMER AND POOL
AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT
THE SKIMMER FROM PLUGGING WITH ICE.
25
5
0
5 10 15 20 25
DIAMETER OF PIPE IN FEET
ZONE
APRON CLASS
MATERIAL OF
SIDN£
SIZE
OF
SIDN£
LENGTH
OF
APRON*
MINIMUM
THICKNESS
OF STONE
1
STONE RNE
J.
4 X D
9"
2
STONE LIGHT
6"
6 X D
12"
3
STONE MEDIUM
13"
8 X D
18"
4
STONE HEAVY
23"
8 X D
30"
5
STONE HEA VY
23"
10 X D
30"
6
STONE HEAVY
23"
12 X D
30"
7
REQUIRES LARGER STONE OR AN07HER TYPE OF
DEVICEE, DESIGN IS BEYOND THE SCOPE OF THIS
PROCEDURE.
WIDTH = DIAMETER t 0.4 (LENGTH) 6' MINIMUM
• LENGTH 70 PREVENT SCOUR HOLE
NAME
*EIGHT
SIZE
SPEaRCA77ONS
ZONE
(LBS)
APRON
APRON S70N£ REMARKS
RIP -RAP
PIPE
VELOCITY
OF FLOW
30X SHALL NEIGH AT LEAST 100
LENGTH
WDTH
THICKNESS CLASS
LBS EACH. NO MORE THAN EOR
CLASS 1
5 -200
(FT.)
SHALL NEIGH LESS THAN 15 LBS
(FT.)
(FT.)
(IN.)
EACH.
87
60
5.93
6OX SHALL WEIGH AT LEAST 100
2
30
17
LBS EACH. NO MORE THAN 5X
CLASS 2
5 - 250
OND ouTLEr
SHALL WEIGH LESS THAN 50 LBS
18
13.44
1.44
EACH.
EROSION CONTROL STONE
CLASS A
12"
2 - 6'
fox TOP & BOTTOM SIZES
NO GRADATION SPECIFIED.
CLASS B
15 - 300
1
NO GRADATION SPECIFIED.
STRUCTURE
DIAMETER OF
OUTLET
DEPTH
ZONE
APRON
APRON
APRON S70N£ REMARKS
Q -FLOW
PIPE
VELOCITY
OF FLOW
arm-
LENGTH
WDTH
THICKNESS CLASS
(CFS)
(IN.)
(FPS)
(FT.)
N
W TAN SPLIT -FACE
(FT.)
(FT.)
(IN.)
FES A-0
87
60
5.93
3.82
2
30
17
12"
1
OND ouTLEr
45.53
18
13.44
1.44
2
9
6
12"
1
'
SOURCE. BANK do CHANNEL LINING PROCEDURES', NEW YORK DEPARTMENT OF 7RANSPORTA770N, DIVISION OF DESIGN AND CONSTRUC770M 1971.
RIP -RAP PAD SIZING
SIDEWALK ABUTTING PARKING AREA
N.T.S.
6.0
Lol
=III ;�II11j1
I_ 24" _
INI
SIDEWALK TO BE MINIMUM 6' WHEN ADJACENT
TO CURB WITH PERPENDICULAR PARKING
STALLS. ALL OTHER SIDEWALKS ARE 5'
MINIMUM WIDTH.
PAVEMENT SECTION (PRIVATE PAVEMENT)
NOTES AND MAINTENANCE:
MINIMUM LENGTH, WIDTH AND STONE DIAMETER TO
BE DETERMINED BY DESIGN CRITERIA.
INSPECT RIPRAP OUTLET AFTER EVERY RAINFALL EVENT TO SEE IF ANY EROSION AROUND
OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
LENGTH
RCP PIF
NOT TO SCALE
C17F AC RFni IIRFn
H-
0
TOWN OF SOUTHERN PINES RIP -RAP VELOCITY DISSAPATOR DETAIL
DATE: JUNE 2009
1 1/2" R
NOTE BELOW
NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED
FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE
SUPPLEMENTED WITH A 'VAN ACCESSIBLE" SIGN AS APPLICABLE
AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE
RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH
LOCAL REGULATIONS.
ACCESSIBILITY SIGNAGE
HEAVY DUTY
f
I
LIGHT DUTY
MxAm
(DRIVE AISLES)
N.T.S.
(PARKING SPACES)
4 TO d
7.5=
KEYED NOTES
arm-
Oi
O2
2" SF 9.5 (A OR B)O
3" 119
WELL -DRAINED SUB -GRADE
(SUB -GRADE TO MODIFIED 98
PROCTOR MIN. COMPACTION).
O8"
(MIN.) ABC STONE Q
COMPACTED & PROOF ROLLED.
6" (MIN.) ABC STONE
COMPACTED & PROOF ROLLED.
NOTES AND MAINTENANCE:
MINIMUM LENGTH, WIDTH AND STONE DIAMETER TO
BE DETERMINED BY DESIGN CRITERIA.
INSPECT RIPRAP OUTLET AFTER EVERY RAINFALL EVENT TO SEE IF ANY EROSION AROUND
OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
LENGTH
RCP PIF
NOT TO SCALE
C17F AC RFni IIRFn
H-
0
TOWN OF SOUTHERN PINES RIP -RAP VELOCITY DISSAPATOR DETAIL
DATE: JUNE 2009
1 1/2" R
NOTE BELOW
NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED
FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE
SUPPLEMENTED WITH A 'VAN ACCESSIBLE" SIGN AS APPLICABLE
AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE
RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH
LOCAL REGULATIONS.
ACCESSIBILITY SIGNAGE
OF PARKING STALL
m
TABLE 1
f
x
L
MxAm
0 TO 4
4.5=
414746x47
4 TO d
7.5=
4147461!47
arm-
IMAM
414746x47
OF PARKING STALL
m
LTJ a
ACCESSIBLE PARKING
42"-45" HIGH BLACK CHAIN
LINK FENCE WHEN WALL
HEIGHT EXCEEDS 30". POST
SPACING LESS THAN OR
EQUAL TO 8'
REINFORCEMENT GEO-GRID
LENGTH AND NUMBER AS
PER TABLE 1 AND
APPROVED DESIGN
2
�F_
FILL
f
00
12" MIN.
V L
ETAINI
0
I
o
N
z
irW
m
z
Z
N
W TAN SPLIT -FACE
;\\
O
or
z
M ULA N .
I�
Q FACING UNITS
RAINAGE
I l i i
C7
I I I I
O
w
--i
APPROX. EXCAVATION LINE
II
12" MIN.
m
--i
'
a
m
�D
= 12" MIN.
L
I I
z
1
..
a
=
m
a I a
a °
a I
°
LTJ a
ACCESSIBLE PARKING
42"-45" HIGH BLACK CHAIN
LINK FENCE WHEN WALL
HEIGHT EXCEEDS 30". POST
SPACING LESS THAN OR
EQUAL TO 8'
REINFORCEMENT GEO-GRID
LENGTH AND NUMBER AS
PER TABLE 1 AND
APPROVED DESIGN
2
�F_
NOTE: FOR COVERED SPACES, LENGTH
OF SHELTER STRUCTURE TO
EXTEND 3' MIN. BEYOND LAST
INVERTED "U" ON' EACH END.
■
3'
HIKE PARKING
SHELTER
APPROXIMATE
RQDFLINE &
SUPPORT POSTS
10' TYP.
BETWEEN R0'
CENTERLINE
2'
4"0 PERFORATED DRAIN PIPE WRAPPED
—I—I—I I— W/ FILTER FABRIC OUTLET 0 END OF
III—III— —III— WALL OR 0 40' CENTERS MAX. SLOPE TO
1=III—III—III—III _ DRAIN (1/8":1')
=I I=III=III=III=III GRANULAR LEVELING PAD
= 12" MIN. MIN. 3' WIDE
TYPICAL SECTION — SEGMENTAL RETAINING WALL
N.T.S
GENERAL NOTES - WALLS
1. THE DETAILS SHOWN ARE THE MIN. ALLOWED AND SHALL BE VERIFIED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.
2. ALL DIMENSIONS AND MATERIAL TYPES AND ACTUAL FIELD CONDITIONS SHALL BE VERIFIED BY
THE WALL DESIGNER.
3. RETAINING WALL SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCAL ORDINANCE.
INVERTED "U°
SHOWING
APPROXIMATE
FOOTINGS
4' MIN. AISLE
BETWEEN ROWS
PLAN VIEW
SCALE: 1" = 5'
EXXIS 1NG CONCRETE SURFACE
MAY BE CORE DRILLED WITH A
3"-4" HOLE SAW AND FILLED
WITH QUIKCRETE OR A CONSTRUCTION
ADHESIVE.
SOIL
1-1/2" SCHEDULE 40
PIPE WITH 12-20 MILS
THICK PLASTISOL COATING
CONCRETE, ASPHALT,
OR BRICK PAVERS
(SEE PLAN)
BLACK BIKE RACK DETAIL
bEAL
30469
'r ,,w :
'I11111�`
9-23-19
FILL
CAP UNIT ADHERE TO TOP
UNIT WITH CONC. ADHESIVE
12" MIN.
V L
ETAINI
I
o
N
z
irW
m
z
Z
N
W TAN SPLIT -FACE
;\\
O
or
O
M ULA N .
I�
Q FACING UNITS
RAINAGE
a
FILL
O
CN
APPROX. EXCAVATION LINE
II
12" MIN.
a
m
�D
= 12" MIN.
L
z
1
n .
NOTE: FOR COVERED SPACES, LENGTH
OF SHELTER STRUCTURE TO
EXTEND 3' MIN. BEYOND LAST
INVERTED "U" ON' EACH END.
■
3'
HIKE PARKING
SHELTER
APPROXIMATE
RQDFLINE &
SUPPORT POSTS
10' TYP.
BETWEEN R0'
CENTERLINE
2'
4"0 PERFORATED DRAIN PIPE WRAPPED
—I—I—I I— W/ FILTER FABRIC OUTLET 0 END OF
III—III— —III— WALL OR 0 40' CENTERS MAX. SLOPE TO
1=III—III—III—III _ DRAIN (1/8":1')
=I I=III=III=III=III GRANULAR LEVELING PAD
= 12" MIN. MIN. 3' WIDE
TYPICAL SECTION — SEGMENTAL RETAINING WALL
N.T.S
GENERAL NOTES - WALLS
1. THE DETAILS SHOWN ARE THE MIN. ALLOWED AND SHALL BE VERIFIED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.
2. ALL DIMENSIONS AND MATERIAL TYPES AND ACTUAL FIELD CONDITIONS SHALL BE VERIFIED BY
THE WALL DESIGNER.
3. RETAINING WALL SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCAL ORDINANCE.
INVERTED "U°
SHOWING
APPROXIMATE
FOOTINGS
4' MIN. AISLE
BETWEEN ROWS
PLAN VIEW
SCALE: 1" = 5'
EXXIS 1NG CONCRETE SURFACE
MAY BE CORE DRILLED WITH A
3"-4" HOLE SAW AND FILLED
WITH QUIKCRETE OR A CONSTRUCTION
ADHESIVE.
SOIL
1-1/2" SCHEDULE 40
PIPE WITH 12-20 MILS
THICK PLASTISOL COATING
CONCRETE, ASPHALT,
OR BRICK PAVERS
(SEE PLAN)
BLACK BIKE RACK DETAIL
bEAL
30469
'r ,,w :
'I11111�`
9-23-19
z
cn z0
F
Oa
5�
U
W V)
xo
>-
m m
z
C-7.0
N
V L
I
o
N
z
irW
m
z
Z
O
or
O
W
n
I�
I�
z
1-0-11I�y
cz)W
7
Z
O
O
a
m
�D
z
I"+1
=
m
O
a
z
_
m
'O
V
A
z
cn z0
F
Oa
5�
U
W V)
xo
>-
m m
z
C-7.0

2'-6'
1/2" RADIUS 6" 2'-0"
5„ ASPHALT PAVING
118" RADIUS
6 a 1'
12"
D a
a
a „
a a � 7„° U U 1
COMPACTED
1 SUBGRADE
NOTE:
8" ABC BASE
ALL WORK MUST AND MATERIALS MUST
COMPLY WITH NCDOT SECTION 846 3000 PSI FIBER
REINFORCED CONCRETE
30" CONCRETE CURB & GUTTER
N.T.S. FOR HEAVY DUTY PAVEMENT
2' 6 "
112" RADIUS 6" 2'0"
5„ ASPHALT PAVING
118" RADIUS
6" 1'
°
12„ a zj
Q a
�IIIII_ �6„ABC BASE
111 111 -
NOTE: COMPACTED
ALL WORK MUST AND MATERIALS MUST SUBGRADE
COMPLY WITH NCDOT SECTION 846 3000 PSI FIBER
30” CONCRETE CURB & GUTTER REINFORCED CONCRETE
N.T.S. FOR STANDARD PAVEMENT
NOT TO SCALE
TOWN OF SOUTHERN PINE CONCRETE CURB & GUTTER DEAIL R-1]
DATE: JANUARY 2009 -
Highway
A PIPE
1 (d=15" OR 18")
SQUARE PREFORMED
SCOUR HOLE (PSH)
(RIPRAP IN BASIN NOT
SHOWN FOR CLARITY)
Preformed Scour Hole
W A
(STANDARD.
ROLL WIDTH)
PERMANENT SOIL
REINFORCEMENT MATTING
(PSRM). PSRM SHALL BE
SEEDED WITH VEGETATION
AT INSTALLATION.
Figure 4-2. Plan view: typical preformed scour hole layout and components
1 INFLOW U
LINER: CLASS B RIPRAP
WITH TYPE 2 FILTER FABRIC
PIPE
(d=15" OR 18")
DEPTH OF SCOUR HOLE
(1' MIN. - 3' MAX.)
�nnnrrm�n
2-
PSRM
INSTALL LEVEL AND
FLUSH WITH NATURAL
GROUND
"-MIN. T TUCK
BASE
WIDTH
Figure 4-3. Profile view: preformed scour hole cross section
4.2 Applications
NATURAL
GROUND
Preformed scour holes, sometimes referred to as riprap basins, can be used for energy dissipation
in a variety of man-made conveyance systems. When the preformed scour hole is used for energy
dissipation only, the runoff can exit the BMP either to a downgrade pipe or channel, or from
fewer than three sides of the scour hole. Considerable guidance exists on the use of preformed
scour holes for energy dissipation purposes. However, this toolbox will focus on the specific
application of the preformed scour hole to provide energy dissipation and diffuse flow from
small drainage areas. For a preformed scour hole to perform both functions, specific conditions
must exist.
Most importantly, the ground downgrade must be flat to prevent reconcentration of runoff. To
redistribute runoff from channelized flow to diffuse flow, preformed scour holes should be
NCDOT BMP Toolbox v2 4/2014 4-3
BACKFILL TO TOP OF
CURB, GRADE SMOOTH,
SEED AND MULCH
TDP OF CURB FRAME AND GRATE
WITH HOOD
N U
—ISI—ISI
PA VEMEN T
/-177—ISI—ISI—ISI
IIIIIIII
-1 I I1 I I11
ALL STEPS IN MANHOLE
SHALL BE POLYPROPYLENE
PLASTIC, REINFORCED WITH
1/2" GRADE 60 REINFORCEMENT.
MANHOLE STEPS @ 16" O.C.
IF DEPTH IS MORE THAN 3'.
VARIES 2'2"
(SEE PLANS) 8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
`STORM DRAIN LINE
STORM DRAIN LINE
6" O O O O
° a Jll
i4I1 1 1
I�f
111 III I III ,111; W=I I I 11—III ;III III 1
' 11 111
COMPACTED SUBGRADE 6" 3000 PSI CONCRETE PAD W/
#4 REBAP @ 12" O. C. E. W.
NOTE:
NCDOT STD. #840.01 #840.02 MASONRY OR CONCRETE INLET BOXES
NOT TO SCALE
TOWN OF SOUTHERN PINES
DATE: JANUARY 2009
F
CURB INLET DETAIL
I M
;K8
2 EA i3 RE BAR F L
�i
d
gr
ECTiO
.r+N1�
R-2]
ISOMETRIC VIEW
-Cks 7:-5
1 MiE t AMEftIG N +3FIAdFg5a SIZE n,
2. 40N PSI MNC'RE1 E 28;DAYS
9: WE*WT 2DD POLmDS.
n 71M= - #h
saw=�44F■h"N■ w���"
ia+ak*d mW .wr IP WFj"4=n w 94
—1 P
1-7— [:h of 7� " iM iaa 41;Fy b
1 �7.Jv.. +� t►w fl wcMk� +i�� � 7' PAwrwj, ISR
m •�+h M••t�. a LW A5 W-1- ice. u ,*1- �r � - w M SZI , ,»,.� •wme-,r M 9w
�° 1= 'I •1 e - 1sbpoM th - Qwmd. tiL - pnq%tv• 1%, %ah Ira/ 41d re+nalYa E«wa UM
EXPANSION JOINTS—
24"
C&C
PLAN
CATCH BASIN IN CORNER
24"
----
ALIGN FRAME WITH INSIDE -1
EDGE OF WALL TO ALLOW
FDR VERTICAL ADJUSTMENT
�, Cx Ij L (21, v
PLAN
CATCH BASIN IN TANGENT
014 z'�'-„
SEC TION VIEWS
PLAN
36"
NOTE:
NCDOT STD #840.OZC WITH TYPE "E, F AND G"
GRATES AS APPROPRIATE
DEPRESSION
NOT TO SCALE
TOWN OF SOUTHERN PINES 24" X 36" FRAME AND GRATE DETAIL R-3
DATE: JANUARY 2009
6L''AL
30469
A.
9-23-19
�z
z�
o�
'_'a
U
W N
ao
r
M
O
Z
C- 8. 0

SECTION 508
FIRE PROTECTION WATER SUPPLIES
508.1 Required water supply. An approved water supply capable of supplying the required fire flow for fire protection
shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into
or within the jurisdiction.
508.2 Type of water supply. A water supply shall consist of reservoirs, pressure tanks, elevated tanks, water mains or other
fixed systems capable of providing the required fire flow.
508.2.1 Private fire service mains. Private fire service mains and appurtenances shall be installed in accordance
with NFPA 24.
508.2.2Woter tanks.Water tanks for private fire protection shall be installed in accordance with NFPA 22.
508.3 Fire flow. Fire flow requirements for buildings or portions of buildings and facilities shall be determined by an
approved method.
508.4 Water supply test. The fire code official shall be notified prior to the water supply test. Water supply tests shall be
witnessed by the fire code official or approved documentation of the test shall be provided to the fire code official prior to final
approval of the water supply system.
508.5 Fire hydrant systems. Fire hydrant systems shall comply with Sections 508.5.1 through 508.5.6.
508.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the
jurisdiction is more than 400 feet (122 m) from a hydrant on a fire apparatus access road, as measured by an approved
route around the exterior of the facility or building, on—site fire hydrants and mains shall be provided where required by
the fire code official.
Exceptions:
1. For Group R-3 and Group U occupancies, the distance requirement shall be 600 feet (183 m).
2. For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1
or 903.3.1.2, the distance requirement shall be 600 feet (183 m).
508.5.2 Inspection, testing and maintenance. Fire hydrant systems shall be subject to periodic tests as required
by the fire code official. Fire hydrant systems shall be maintained in an operative condition at all times and shall be
repaired where defective. Additions, repairs, alterations and servicing shall comply with approved standards.
508.5.3 Private fire service mains and water tanks. Private fire service mains and water tanks shall be periodically
inspected, tested and maintained in accordance with NFPA 25 at the following intervals:
1. Private fire hydrants (all types): Inspection annually and after each operation; flow test and maintenance annually.
2. Fire service main piping: Inspection of exposed, annually; flow test every 5 years.
3. Fire service main piping strainers: Inspection and maintenance after each use.
508.5.4 Obstruction. Posts, fences, vehicles, growth, trash, storage and other materials or objects shall not be placed or
kept near fire hydrants, fire department inlet connections or fire protection system control valves in a manner thatwould
prevent such equipment or fire hydrants from being immediately discernible. The fire department shall not be deterred
or hindered from gaining immediate access to fire protection equipment or fire hydrants.
508.5.5 Clear space around hydrants. A 3—foot (914 mm) clear space shall be maintained around the circumference of
fire hydrants except as otherwise required or approved.
508.5.6 Physical protection. Where fire hydrants are subject to impact by a motor vehicle, guard posts or other
approved means shall comply with Section 312.
NOT TO SCALE
TOWN OF SOUTHERN PINES
DATE: JANUARY 2009
D
M O
M
z
D O
C
1l
D
U)
O
C
IM
z
z
IM
U)
w
z
0
D
IM
U)
IM
<
m
IMD
D_
r
Z
O
0
O
co
D
M
GENERAL NOTES — FIRE PROTECTION F_1
I� PROPERTY LINE
I
5'
METAL FENCE
POST PAINTED BLUE
I
I METER
/INICTAI I rn oV Tniamll
FOR 3/4" USE 3/4" TYPE "K"
COPPER TUBING TO PROPERTY LINE
FOR 1 " USE I" CTS POLY WATER
SERVICE PIPE TO PROPERTY LINE
FOR 3/4" USE VBHH72- 7W-11-33
FOR 1 " USE VBHH 74-7W-11-44
FORD METER SETTER OR MULLER
NO TE:
METERS TO BE INSTALLED AFTER
TESTING. METER SHALL BE PROVIDED
BY THE TOWN AND INSTALLED BY
THE TOWN.
(UNPAVED AREAS)
VALVE BOX COVER CONCRETE ENCASEMENT
AT 3000 P.S.I.
z �z
TYPICAL FINISHED GRADE TYPICAL FINISHED GRADE
�
IN PAVED AREAS N CO z 2" IN UNPAVED AREAS
--�--�—=— /UNPAVED ONLY
BASE COURSE
(PAVED AREAS)
12" THICKNESS SF 9.5A TAMPED
(OR B) BASE COURSE BACKFILL
MAY BE USED OR 2' X 2'
X6" CONCRETE PAD
UNDER SURFACE COURSE
SCREW TYPE CAST
IRON VALVE BOX
NOTE TO CONTRACTOR:
VALVE BOX SHOULD NOT
CONTACT MAIN OR VALVE. MECHANICAL JOINT
GATE VALVE
MAIN I I MAIN
TAMPED
BACKFILL CONCRETE BLOCKING (80LB.
BAG OF SACRETE)
SECTION VIEW
�2'-0"�
a�
a a
N ° e oa000 °
(PAVED AREAS) WATER (UNPAVED AREAS)
12" THICKNESS SF 9.5A OR B, CONCRETE ENCASEMENT
BASE COURSE OR ° AT 3000 P.S.I.
CONCRETE PAD °
NOTES: VALVE BOX COVER
(TO BE LABELED "WATER" OR
1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. "SEWER" AS APPROPRIATE)
2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH
IS NO GREATER THAN 5' (ft.) FROM THE SURFACE USING A PLAN VIEW
MANUFACTURER APPROVED EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
3. WHEN VALVE IS ADJACENT TO TEE OR BEND, ANCHOR VALVE TO TEE OR
BEND, ANCHOR VALVE TO TEE OR BEND WITH TWO (2) 3/4 ALL
THREADED RODS.
NOT TO SCALE
TOWN OF SOUTHERN PINES GATE VALVE ASSEMBLY
DATE: JANUARY 2009
METER BOX (CAST IRON OR PLASTIC)
& CAST IRON LID (WI TH 2 118 READER
POD ACCESS)
SII II'
LOCK WING
ANGLE BALL VALVE
BRASS ADAPTER FOR
COMPRESSION CONNECTION
BRASS ADAPTER FOR
-nuPRl:ccinm r,nn1n11:--nT1nn1
1 " BALL CORPORATE STOP
WATER MAIN
SADDLE
W-1
MINIMUM 36" HORIZONTAL CLEARANCE FROM ANY OBJECT.
FIRE HYDRANT, PUMPER NOZZLE TO BE
PERPENDICULAR TO STREET.
18" MIN. ABOVE GRADE/TOP
OF CURB AND 5' FROM BACK OF CURB.
a0
-FLANGE MUST BE ABOVE GRADE.
TO CUSTOMER
B IrBACKFLOW ASSEMBLY
R/W x
Ln
POTABLE
WATER M M IRRIGATION METER
METER
18" MIN.
SIZED APPROPRIATELY FOR
COMBINED SERVICE
POTABLE WATER MAIN
BLE
-R
-R
ALTERNATE 1
(TYPICAL)
TO CUSTOMER
ry i r,u�� vvr-� i �n roir,iiv
ALTERNATE 2
(PREFERRED)
R
ACKFLOW ASSEMBLY
2RIGATION METER
R
TOWN OF SOUTHERN PINES TYP. METER CONFIGURATION WITH IRRIGATION W_2
DATE: JANUARY 2009
CURB & 24"x24"x6" THICK
SIDEWALK IF APPLICABLE) GUTTER CONCRETE COLLAR
7/7-7/77=77 �\,� ,�\,. ,� ° \\// PAVEMENT
co
6" GATE VALVE
in z VALVE BOX
S CONC. THRUST
COMPACTED BACKFILL BLOCK
(TAMPED IN 6" LIFTS)
6" MIN. BRANCH PIPE
\314" THREADED ROD (2 REQUIRED) 41
USE CONC. THRUST BLOCK MIN.
7 CU.FT #57 STONE MIN.
UNDISTURBED SOIL CONCRETE BLOCKING
CONC. THRUST BLOCKING (80LB. BAG OF SACRETE)
NOTES:
1. FIRE HYDRANT- SHALL BE: MUELLER SUPER CENTURIAN 250,
AMERICAN DARLING MARK 73.
2. BRANCH PIPE- SHALL BE DUCTILE IRON AWWA C150-76
6" GATE VALVE -SHALL BE AWWA C500-86 OPEN LEFT.
3. CONCRETE- SHALL ALL BE 3000 PSI MINIMUM AND TRANSIT MIXED. PVC PIPE
BEDDING SHALL CONFORM TO STANDARD DETAIL.
4. STEEL RODS AND BOLTS- ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH TWO
COATS OF BITUMINOUS BASE PAINT.
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITIONS AS DETECTED
BY THE "NAKED" EYE.
6. NOTHING SHALL BE PLACED IN A MANNER NEAR OR AROUND THE HYDRANT THAT
WOULD PREVENT THE HYDRANT FROM BEING IMMEDIATELY DESCERNABLE FROM BOTH DIRECTIONS.
NOT TO SCALE
TOWN OF SOUTHERN PINES FIRE HYDRANT ASSEMBLY W-5
DETAIL
DATE: JANUARY 2009
D
O
m
z
DO
c 1l
D
< U)
O
C
IM
z
z
IM
U)
Z
O
0
O
co
D
M
TO SPRINKLER RISER. SEE
DETAIL ? FOR CONNECTION.
1
MECHANICAL N
JOINTS
(TYPICAL)
L
WALL
STANDARD 4' MANHOLE RING AND COVER.
NOTE: COVER SHOULD BE LABELED WATER
(SEE DETAIL ?).
FINISHED GRADE
a =1 11=1 I I-11 =111=1 11=1 11=1 11=1 11=1 I I -I I I
III -III=" ="'=III-III=III-III I -
-12"x6" WHITE SIGN WITH
"FDC" IN RED LETTERING
AND BORDER. (EACH
SIDE OF POST)
GALV STL. POST
FIRE DEPARTMENT SIDEWALK
TYPE SIAMESE CONNECTION
LOCATION PER FIRE DEPT.
2' MIN.
co
`6" X 18" CONCRETE
1 SLEEVE
=III it %1T1=1T1-T Illl'�� :III" ��ITI���I�
-ILI = _ II 1
MINIMUM MECHANICAL
CHECK VALVE W/BALL JOINTS
DRIP AND CONCRETE
SUPPORT °
1/4" PER FOOT SLOPE 4" D.I. PIPE
III III=ITIflitIII—I -III ° a
MINIMUM (2) 3/4"
RODS W/ BITUMINOUS
COATING (TYP.)
#57
WASHED
STONE
THRUST BLOCK (TYP.)
(SEE DETAIL :9)
1
NO PARKING
IN FRONT OF
FDC.
ROADWAY
NOTES:
1) ALL SIAMESE CONNECTION'S MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING.
CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION
IS TIED DIRECTLY TO THE BUILDING.
•��Iliil��•
9-23-19
C40z
z�
F
Oa
5�
U
W N
ao
C-9.0

D
z
G)
�r-
cn m
K<
com
rD
<z
0
D
r
m
z
o
0
0
co
n
D
m
d d
a
CONCRETE BLOCKING
SOLID CONCRETE OR BRICK
BLOCKING SHALL BE USED
AS FOOTING FOR DUCTILE
IRON PIPE. P.V.C. PIPE
SHALL REQUIRE A 2500
P.S.I. CONCRETE FOOTING.
PLAN
CONCRETE BLOCKING
NO TES:
1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS
OR MECHANICAL JOINT FITTINGS.
2. SEE STANDARD REACTION BLOCKING DETAIL
FOR AREA OF CONCRETE REQUIRED.
D O O
m 0
co
Z D ELECT. SERVICE
`v O m AND GFI BY
z ELECT. CONTRACTOR
D
NOM. PIPE
DIA. IN.
cn
90
BEND
<
N O
22-712-
BEND
71-114'
BEND
2
C
1.5
1.0
0.8
0.8
4
m
1.9
1.4
1.0
z
6
2.8
2.8
z
1.5
m
U)
I
co
D
0
7
In
r
O
m
m
z
z
U)
U)
m
Z17
r
m
cn
GV
FHEATED FIBERGLASS ENCLOSURE,
INSTALL AS PER MANUFACTURER'S
REQUIREMENTS. SEE SPECIFICATIONS
HEATER SEE NOTE 3
II GV
30" MAX.
12" MIN.
V VVUIV I LL I
CONCRETE MIN.
L VE
VGS
HEATED FIBERGLASS ENCLOSURE
ELECT. SERVICE AND/OR HEAT TAPE, INSTALL
AND GFI BY AS PER MANUFACTURER'S
ELECT. CONTRACTORREQUIREMENTS
7EDUCED PRESSURE
ASSEMBLY
BALL
VALVE VALVE
30" MAX.
12" MIN.
PLUG -CONNECTED
HEATER CABLE
(SEE SPEC, BY G.C.)
PROVIDE SLEEVE
FOR RISERS THRU
CONC. SLAB
RISERS SHALL BE
j I
RIDGID COPPER PIPE
4CKFLOW PREVENTER
4-
J14- - 2" BACKFLOW PREVENTER
NOTES.
1. 4" - 8" REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA)
SHALL BE FEBCO MODEL 825YD OR APPROVED EQUAL
2. 4" - 8" REDUCED PRESSURE ASSEMBLY (RPA)
SHALL BE FEBCO MODEL 880V OR APPROVED EQUAL
3. 314" - 2" REDUCED PRESSURE ASSEMBLY (RPA)
SHALL BE FEBCO MODEL 825Y OR APPROVED EQUAL
4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
OF BACKFLOW PREVENTER, VALVES, ENCLOSURE, ETC.
5. HEATER AND POWER CORD BY G.C.., SEE SPECIFICATIONS
INSTALL PER MANUFACTURES INSTRUCTIONS.
6. RPZ TO BE USC APPROVED.
NOTE:
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC,
NO CONCRETE SHALL COVER BOLTS OR GLANDS.
NOT TO SCALE
MIMIMUM DIMENSION A (IN FEET)
NOM. PIPE
DIA. IN.
TEES &
DEAD ENDS
90
BEND
45'
BEND
22-712-
BEND
71-114'
BEND
2
1.6
1.5
1.0
0.8
0.8
4
1.9
1.9
1.4
1.0
1.0
6
2.8
2.8
2.1
1.5
1.1
8
3.8
3.8
2.8
2.0
1.5
10
4.7
4.7
3.5
2.5
1.8
12
5.9
5.9
4.3
3.1
2.2
14
6.6
7.5
5.5
4.0
2.2
16
7.5
7.5
5.5
4.0
2.2
18
8.5
8.5
6.2
4.5
3.2
20
9.4
9.4
6.9
4.9
3.6
* CONCRETE SHALL BE 2500 P.S.I. MIX.
FOWN OF SOUTHERN PINES CONCRETE THURST BLOCK
ATE: JANUARY 2009 DETAIL
NOTE:
FITTING SHALL BE WRAPPED WITH A MINIMUM 4
MIL PLASTIC, NO CONCRETE SHALL COVER BOLTS
OR GLANDS.
�8
PRECAST
CONCRETE
VAULT
1'-2"
(TYP.)
FLOW
6" D.I. WA TER
MAIN (TYP)
6 "X6 " TEEJ<'
18"SO.X6"
DEEP SUMP °
WITH PIPE SCREEN
4" PVC SCH. 40
SCREENED VEN T O
15'-0"
13'-8" 8'
a a a 8„
-
I'- u 1 '-0" 6" 90° BEND (TYP) 1 ' } 5"
v_-
6" D.I.P.
6" COUPLING STRAINER
12' 2'-8„ 10'-4„
1 00 0 6" D. I.
24�
VE 4'-11
-6 " GATE VAL "
1 " P.D. METER
LEAK DETECTION ONLY
4.
as
8„
MANHOLE STEPS
PRECAST CONCRETE 12" 0. C.
VAULT
4' X 5' OPENING W/
2 STAINLESS STEEL ALUMINUM ACCESS DOORS
WITH FALL NETTING CENTERED OVER
METER & STRAINER
° G„
EXISTING GRADE° a .
� I I
FLOW
6" D.I. ° 12
WATER LINE 6
�12�-- Q°
6"
--1
4-31411 S.S. ALL III=III=
THREAD TIE RODS I1=1I1=1
G6" COUPLING III -III=
TRAINER
18" SO. 30" L6" D.I.
STRAINER WATER LINE
SUPPORT
\- PI PE SUPPORT
(TYP.)
12" #57 STONE
BEDDING
�6" DRAIN TO BASIN, DRYWELL OR EXTENDED TO DAYLIGHT
NOT TO SCALE
TOWN OF SOUTHERN PINES
DATE: JANUARY 2009
6" FIRE VAULT DETAIL
W-12
D
m CO
z
D O
D
< U)
N O
C
2
m
z
z
m
° NOTES:
0
co 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH
D 2 COATS OF BITUMINOUS BASE PAINT.
m
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. IF 3' OF GROUNDCOVER CANNOT BE ESTABLISHED THEN CONTRACTOR SHALL USE DUCTILE IRON PIPING AND BLOCKING
TUBI ICT nnl I A0
�'t J ILLL rLFt IL
ROD REQUIREMENTS
J�'t 1111\L/'tULU JILLL
RODS
SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6 " 4_328 2
8" 7,694 2
12 17,312 2
16 30,779 4
20" 48,091 6
24" 69,252 8
6EAL
30469,
Cs
9-23-19
D] z
z�
F
a_
5�
U
114 N
ao
m
d
z
C-10.0
04
N
I
_ w
Vll
0
N
�
1.4
W
m
Fl
O
�
IZ-I
Z
Z
W
�
W
O
ILo
p
m
O
E-�
1.4z
A
w
�[�y�y
w
2
(a
z
m
W
:73
Z
W
m
w
�'
z
_
O
00
m
u
a
D] z
z�
F
a_
5�
U
114 N
ao
m
d
z
C-10.0

MUST BE 2' BELOW GRADE
Ik I i—iTi—ITr
CLEANOUT IN PVMT
STD VALVE BOX Sw- BE INSTALLL0
INSIDE A VALVE BOX
WITH SEWER OR STORM
COVER AS APPLICABLE
CLEANOUT
ASPHALT PAVEMENT INSTALLATION
BRANCH
UNE
r
r
THE FULL LENGTH OF THE SERVICE D17CH
BE COMPACTED IN 8' LAYERS WITH MECHANICAL TAMP.
CAST IRON FERRULE WITH
COUNTERSUNK, BRONZE PLU�
(SANITARY SEWER)
WYE
0 �
CLEANOUT SHALL BE LOCATED ON
BRANCH LINE UPSTREAM OF FITTING
UNE SIZE CHANGES SHALL
OCCUR UPSTREAM OF FITTING
(SEE U71UTY PLAN FOR
PIPE SIZES)
4' ROUND SLOTTED CAST IRON, MAIN LINE—
BRASS OR CROME GRATE
FLUSH WITH FINISHED GRADE
(STORM SEWER)
/X //X \ l�jl�!PLAN VIEW AT FITTINGS
, r
CONC COLLAR......................
.. ...............................
1271 THK
4' CAST IRON PIPE OR SDR-:
(ONE CONTINUOUS PIECE)
r
r SEE U71UTY PLAN FOR
MIN. GRADE 1 x SIZE AND MATERIAL
r
... ............1............
BARREL OF PIPE TO REST ON
UNDISTURBED SOIL
NOT TO SCALE
ITOWN OF SOUTHERN PINESI
DATE: JANUARY 2009
0
D
r
D
z
0 i
mD
D�
r�
Z C
m
;u
m
0
m
iii
O
0
0
co
D
m
4' DIAMETER
COLLAR 6" Th
1/16" OR 1/8" BEND
COMBINATION LONG TURN
PATTERN Y AND 1/8' BEND
CLEANOUT
DETAIL
PAVEMENT OPTION
III ICT pc ')" BELOW GRADE
z
ROAD R.O.W. 112"
CLEAN OUT W/ POPPER TOP
4" MANHOLE RING AND COVER, SEE DETAIL ????
NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPLIED TO
THE TOP OF THE CONE SECTION TO PROVIDE
A WATER TIGHT SEAL.
MANHOLE CONE AND BARREL
SECTIONS SHALL BE AS PER
N.C.D.O.T. STANDARD 840.67
"O" RING SEAL
OR BUTYL RUBBER JOINT
?BER BOOT WITH CLAMP
J T LATERAL INVERT SHALL
NOT BE LOWER THAN
MAIN SPRINGLINE.
n n n n
PRECAST CONCRETE MANHOLE BASE
GROUTED INVERT
NOTE:
1. USE EXTENDED BASE OR LARGER DIA. FOR MIN. 6" COMPACTED 57 STONE
MANHOLES OVER 10' IN DEPTH.
BASE TO BE INSTALLED
2. ALL SEWER LATERALS AND TRUNK LINES SHALL BE UNDER NEW MANHOLE.
ENCASED WITH EXTRUDED BUTYL ADHESIVE TAPE.
ALL STEPS IN MANHOLES ARE COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1/2 GRADE 60 REINFORCEMENT
MANHOLE STEPS @ 16" O.C. IF DEPTH IS MORE THAN 3'-0"
CORROSION RESISTANT
WHEN MANHOLE TOPS ARE IN MATERIAL
EXCESS OF 3' ABOVE GRADE (RUBBER, PLASTIC)
OUTSIDE STEPS MUST BE PROVIDED.
4"
#3 OR #4 REBAR
A
000 0000000 5jjS� SLIP RESISTANT CLEATS
A
PLAN Ll
SECTION A -A
12'�
SIDE ELEVATION ELEVATION
NOT TO SCALE
NOTES:
1) FOR MANHOLES NOT SURROUNDED BY PAVEMENT, ATTACH FRAME TO TOP OF
CONE SECTION USING a" X 4" WEDGE ANCHOR BOLTS, MINIMUM OF TWO W/
CONSEAL.
2) EXCEPT IN AREAS SUBJECT TO FLOODING OR RUNOFF, ALL COVERS SHALL BE
VENTED W/ (2) 1" HOLES.
1 7/8 (2)1" HOLES
MIN. O
1
1/4
5/8
409 C
23 1/2
2 7/8
NOT TO SCALE
T9 S'OR�
LABEL TO CORRESPOND TO USE.
(4) 1 " HOLES IN FLANGE
@ 90'
MINIMUM WEIGHT: I
COVER 120 lbs. MINIMUM
FRAME 190 Ibs. MINIMUM
25 1/4
I�23 3/4►
22 1/4 � 7 1/2"
1/2 24 3/4
33
MEASUREMENTS IN INCHES
MIN. TRENCH WIDTH COMPACTED BACK FILL
PIPE O.D. + 12"
(MAX 8" LIFTS)
\
\ UNDISTURBED
\� TRENCH WALL
UNDISTURBED %/ 1 \< 95% COMPACTION IN
TRENCH WALL \
MIN. TRENCH WIDTH TRAFFIC
\ LOAD-BEARING 3' MIN.
\� PIPE O.D. + 12" AREAS. 85%
COMPACTION IN
\, NON -TRAFFIC
j AREAS.
CROWN OF PIPE
T
HAUNCHING EMBEDMENT
\/ \ MATERIAL
j 4' BEDDING MINIMUM
STANDARD BEDDING
NOTES: FOR 3' TO 14' DEPTHS
1. EMBEDMENT MATERIAL MUST BE CLASS I (NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR
CLASS I MATERIAL.
3. COMPACTED BACK FILL MUST BE INSTALLED IN 8" LIFTS
AND COMPACTED TO 95 % STANDARD PROCTOR IN TRAFFIC AREAS AND 85% IN NON -TRAFFIC AREAS.
4. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO
SOIL TYPE, OR MOISTURE CONDITIONS.
5. ALL SANITARY SEWER LINES OVER 14' IN DEPTH MUST BE D.I.P.
NOT TO SCALE
S-11 TOWN OF SOUTHERN PINES SANITARY SEWER MANHOLE S 2 TOWN OF SOUTHERN PINES MANHOLE RING AND COVER DETAIL S 3 TOWN OF SOUTHERN PINES
DATE: JANUARY 2009 DETAIL DATE: JANUARY 2009 DETAIL DATE: JANUARY 2009
PROPERTY
LINE
PLUG
4" D. 1. OR � � FINISHED ��
PVC PIPE GRADE
MIN. GRADE 2.0%
ENCASEMENT PIPE FOR 10' OR
GREA TER
EXISTING
MAIN TAPPING SADDLE OR IN-LINE WYE
I— —I :::�77FOR HOUSE PLUMING
SEWER CONNECTION
4" WYE
WHEN SEWER CLEAN OUT IS IN PAVEMENT
IT MUST BE INSTALLED INSIDE A VALVE
BOX WITH COVER LABELLED "SEWER".
O
O
co
m NOTE:
ALL 6 -INCH SERVICES
SHALL CONNECT INTO MANHOLES
.z
D
Z
D
x
m
m
m
�(l
0
m
0
m
D
r
TRENCH DETAIL FOR SANITARY SEWER IS -4
RIGHT-OF-WAY
VARIES- SEE PLAN
w
(D
w
Z (D
o= ASPHALT WIDTH z
o VARIES- SEE PLAN <=
o�
C4 In
mum
5'
z MIN.
(TYP. BOTH
z o SIDES)
N CASING LENGTH VARIES- SEE PLAN
LL
SPIDER DIP CARRIER PIPE
CASING SHALL BE GROUTED STEEL CASING TO BE
ON BOTH ENDS WITH A 2" INSTALLED BY BORING (SEE
DRAIN PLANS)
BOLT TO PIPE
CARRIER PIPE
I
SPIDER, BY SPIDER MFG.
SEE SPECIFICATIONS FOR CASING THICKNESS
NOTES:
1. BOTH ENDS OF THE CASING SHALL BE MORTARED WITH A 2" DRAIN
2. USE DUCTILE IRON PIPE W/ BELL RESTRAINS
THROUGH CASING
NOT TO SCALE
TOWN OF SOUTHERN PINES TYPICAL BORING AND SPIDER DETAIL S-8
DATE: JANUARY 2009
Z ZAP SEAL
30469 v
9-23-19
Lo
�6"
INITIAL
j
BACKFILL
SPRING %/
EMBEDMENT
LINE OF %
\ MATERIAL
PIPE
HAUNCHING
�6" MINIMUM j
BEDDING
m
0
N
ir
SPECIAL BEDDING
FOR 14'-20'
DEPTHS
COMPACTED BACK FILL
Q
(MAX 8" LIFTS)
UNDISTURBED %/ 1 \< 95% COMPACTION IN
TRENCH WALL \
MIN. TRENCH WIDTH TRAFFIC
\ LOAD-BEARING 3' MIN.
\� PIPE O.D. + 12" AREAS. 85%
COMPACTION IN
\, NON -TRAFFIC
j AREAS.
CROWN OF PIPE
T
HAUNCHING EMBEDMENT
\/ \ MATERIAL
j 4' BEDDING MINIMUM
STANDARD BEDDING
NOTES: FOR 3' TO 14' DEPTHS
1. EMBEDMENT MATERIAL MUST BE CLASS I (NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR
CLASS I MATERIAL.
3. COMPACTED BACK FILL MUST BE INSTALLED IN 8" LIFTS
AND COMPACTED TO 95 % STANDARD PROCTOR IN TRAFFIC AREAS AND 85% IN NON -TRAFFIC AREAS.
4. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO
SOIL TYPE, OR MOISTURE CONDITIONS.
5. ALL SANITARY SEWER LINES OVER 14' IN DEPTH MUST BE D.I.P.
NOT TO SCALE
S-11 TOWN OF SOUTHERN PINES SANITARY SEWER MANHOLE S 2 TOWN OF SOUTHERN PINES MANHOLE RING AND COVER DETAIL S 3 TOWN OF SOUTHERN PINES
DATE: JANUARY 2009 DETAIL DATE: JANUARY 2009 DETAIL DATE: JANUARY 2009
PROPERTY
LINE
PLUG
4" D. 1. OR � � FINISHED ��
PVC PIPE GRADE
MIN. GRADE 2.0%
ENCASEMENT PIPE FOR 10' OR
GREA TER
EXISTING
MAIN TAPPING SADDLE OR IN-LINE WYE
I— —I :::�77FOR HOUSE PLUMING
SEWER CONNECTION
4" WYE
WHEN SEWER CLEAN OUT IS IN PAVEMENT
IT MUST BE INSTALLED INSIDE A VALVE
BOX WITH COVER LABELLED "SEWER".
O
O
co
m NOTE:
ALL 6 -INCH SERVICES
SHALL CONNECT INTO MANHOLES
.z
D
Z
D
x
m
m
m
�(l
0
m
0
m
D
r
TRENCH DETAIL FOR SANITARY SEWER IS -4
RIGHT-OF-WAY
VARIES- SEE PLAN
w
(D
w
Z (D
o= ASPHALT WIDTH z
o VARIES- SEE PLAN <=
o�
C4 In
mum
5'
z MIN.
(TYP. BOTH
z o SIDES)
N CASING LENGTH VARIES- SEE PLAN
LL
SPIDER DIP CARRIER PIPE
CASING SHALL BE GROUTED STEEL CASING TO BE
ON BOTH ENDS WITH A 2" INSTALLED BY BORING (SEE
DRAIN PLANS)
BOLT TO PIPE
CARRIER PIPE
I
SPIDER, BY SPIDER MFG.
SEE SPECIFICATIONS FOR CASING THICKNESS
NOTES:
1. BOTH ENDS OF THE CASING SHALL BE MORTARED WITH A 2" DRAIN
2. USE DUCTILE IRON PIPE W/ BELL RESTRAINS
THROUGH CASING
NOT TO SCALE
TOWN OF SOUTHERN PINES TYPICAL BORING AND SPIDER DETAIL S-8
DATE: JANUARY 2009
Z ZAP SEAL
30469 v
9-23-19
Lo
04
N
I
m
0
N
ir
I—I
Q
m
m
z
z
J
o
Z
W
~nom
N
Q
m
Ln
Z
co
1.4
0
,
x
a
cn
U
:
z
x
V 1
O
iLy
z
Vi
x
a
m
O
A
z
z�
F
Oa
5�
U
W N
xo
m
0
z
C-11. 0

EROSION CONTROL CONSTRUCTION SEQUENCE (REVISE AS NECESSARY TO ADDRESS SITE SPECIFIC ISSUES)
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
2. INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATIONS SHOWN ON PLAN.
3. CALL FOR ON-SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE.
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASURES TO MAINTAIN
ADEQUATE EROSION CONTROL.
6. WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING AND ON SLOPES GREATER THAN 3:1,
GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED
FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. CONTINUE WITH FINE GRADING OF SITE.
8. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON-SITE
INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
9. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AS DIRECTED, SEED, FERTILIZE AND
MULCH RESULTING DISTURBED AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT
STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR.
10. UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION BY TOWN OF SOUTHERN PINES
CONSTRUCTION INSPECTOR.
1. SEED BED PREPARATION
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND
MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED FIRM REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE".
7. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
8. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE". MAKE NECESSARY
REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE
REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING REQUIREMENTS.
TOWN OF SOUTHERN PINES EROSION CONTROL SEQUENCE &
SEEDING NOTES E-1
DATE ANUARY2999
FRAMES AND GRATES TO REMAIN OFF INLET STRUCTURES WHILE INLET
PROTECTION IS IN PLACE.
INSPECT AND MAINTAIN DEVICE AFTER EVERY RAINFALL EVENT. REPLACE #57
WASHED STONE IF IT CLOGS W/ SEDIMENT AND CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
i
PLAN
6' STEEL "T" POSTS (TYP)
WIRE MESH - 19 GAGE,
1/4" OPENINGS
4' MAX
EXCAVATE FOR
SEDIMENT CAPTURE
(SEE PLAN FOR
DIMENSIONS)
ti' d
1
1'-6"
NOT TO SCALE
TOWN OF SOUTHERN PIN
DATE. JANUARY 2009
SECTION A -A
TEMPORARY INLET PROTECTION DETAIL E'4 1
9/23/2019
NORTH
AMERICAN
GREEN'
CHANNEL ANALYSIS
> > > Temporary Diversion Ditch
Name
Temporary Diversion Ditch
Discharge
14
Peak Flow Period
1
Channel Slope
0.0129
Channel Bottom Width
3
Left Side Slope
3
Right Side Slope
3
Low Flow Liner
CONCENTRATED FLOW.
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Good 75-95%
Soil Type
Silt Loam (SM)
Unreinforced Vegetation
SEEDING SCHEDULE
NOTE:
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE.
PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15.
AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SEEDING RECOMMENDATION for SUMMER (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
APR. 15 - AUG. 15 GERMAN MILLET40
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZER OR FOLLOW RECOMMENDATIONS
OF SOIL TESTS.
MULCH
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
TEMPORARY SEEDING RECOMMENDATION for FALL (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
AUG. 15 - DEC. 15 WINTER RYE (GRAIN)120
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FERTILZER OR FOLLOW RECOMMENDED SOIL
TESTS.
MULCH
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB / ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB / ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
TEMPORARY SEEDING RECOMMENDATION for LATE WINTER and EARLY SPRING (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
DEC. 1 - APR. 15 WINTER RYE (GRAIN)120
ANNUAL KOBE LESPEDEZA 50
OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZE OR FOLLOW RECOMMENDATIONS
OF SOIL TESTS.
MULCH
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
PERMANENT SPRING SEED MIX
MARCSSPECIES RAT (LB / ACRE)
1 - JULY 1 COMMON BERMUDA 30
SERICEA LESPEDEZA 30
PERMANENT SPRING SEED MIX
SPECIES RATE (LB / ACRE)
SEPT.1 - NOV.1 COMMON BERMUDA 30
SERICEA LESPEDEZA (UNSCARIFIED) 30
KOBE LESPEDEZA 10
WATER
MINIMUM OF 1 INCH OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL
GROUND COVER HAS BEEN ESTABLISHED.
NOT TO SCALE
TOWN OF SOUTHERN PINES EROSION CONTROL [_2
DATE ANUARY2999 SEEDING NOTES
MIN. 10 GA.
LINE WIRES
r'1 N
* FOR REPAIR OF SILT CO
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
MIN. 12-712 GA.
INTERMEDIATE
WIRES
GRADE
I-KUNI VIEW
Channel Discharge (Q):
STEEL POST
b.
20' OR WIDTH OF
1 hours
NOTE:
0.0129 ft/ft
USE SILT FENCE ONLY WHEN
__--WOVEN WIRE FABRIC
DRAINAGE AREA DOES NOT
PROPOSED STREET
EXCEED 114 ACRE AND
SILT FENCE FABRIC
NEVER IN AREAS OF
.
CONCENTRATED FLOW.
FILL SLOPE
ROADWAYa
_ps: GRADE
(CLASS 'A' RIP RAP)
•
egetation Type:
8" MIN. COVER
egetation Density:
OVER SKIRT
Soil Type:
Silt Loam (SM)
Channel Lining Options
ANCHOR SKIRT AS
�) DIRECTED BY ENGINEER
CATCH BASIN. 4"
MIN.
SIDE VIEW
NOTES & MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5. REMOVE SEDIMENT DEEPER THAN 12".
NOT TO SCALE
TOWN OF SOUTHERN PINES TEMPORARY SILT FENCE [_�+
DATE AN UARY 2009 DETAIL [ u
ECMDS 7.0
North American Green
5401 St. Wendel -Cynthia na Rd.
Poseyville, Indiana 47633
Tel. [phone]
> Fax [phone]
www.nagreen.com
ECMDS v7.0
Phase Reach Discharge Velocity Normal Mannings N Permissable Calculated Safety Remarks Staple
Depth Shear Stress Shear Stress IF Pattern
Inreinforced Straight 14 cfs 2.16 ft/s 1.05 ft 0.06 4 lbs/ft2 0.85 lbs/ft2 4.72 STABLE
Vegetation
Underlying Straight 14 cfs 2.16 ft/s 1.05 ft 0.06 4.72 Ibs/ft2 0.54 Ibs/ft2 8.73 STABLE
Substrate
NOTES & MAINTENANCE
L ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSINC WITH 2" STONE WILL BE NECESSARY. CONTRACTOR SHALL
MAINTAIN AS NECESSARY.
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED.
6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
100' MIN.
CROSS SECTION
TOWN OF SOUTHERN PINES TEMPORARY GRAVEL CONSTRUCTION [_3
DATE ANUARY2999 ENTRANCE DETAIL
a. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO
CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION
WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS
ARE INSTALLED IS EACH CRITICAL POINT IS REACHED).
b. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY
CONSTRUCTION OPERATIONS.
c. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN
IN PLACED OVER 30 DAYS.
d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
�( F 12" MIN
SLOPE 2:1 I I
MAX -'o
NATURAL GROUND
-
D
..........................
.............................
OR FILL OR CUT iw
-
SLOPES
COMPACTED FILL
BERM
18" MIN �fl-0`N
I- �
-III-III-I 11-I II-y�j 1I-
IIIII� IIIIIII�I�
DITCH
18" MIN
12" MIN '/ FLOW
I�� I�II.rTl-I
BERM/DITCH
NOTES:
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.
IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY
NOT TO EXCEED 5% .
MAX. DRAINAGE AREA = 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED.
DATE REVISED SCALE DETAIL
8/16/04 8/18/04 NOT TO SCALE
TEMPORARY DIVERSION BERM/DITCH
CITY OF BURLINGTON, NORTH CAROLINA
A ENGINEERING DEPARTMENT
9123/2019 NORTH
91 AMERICAN
GREEN
ANALYSIS COMPUTATIONS
> > > > View Computation
Inputs
Channel Discharge (Q):
14 cfs
b.
20' OR WIDTH OF
1 hours
Channel Slope (50):
0.0129 ft/ft
2"-3" MIN.
1.
Left Side Slope (ZL):
PROPOSED STREET
EXISTINGCOARSE
3 (H : V)
AGGREGATE
.
Bend Coefficient (Kb):
OR DRIVEWAY,
ROADWAYa
(CLASS 'A' RIP RAP)
C 6-12 in
egetation Type:
WHICHEVER IS
egetation Density:
,.
Soil Type:
Silt Loam (SM)
Channel Lining Options
GREATER.
PLAN
NEW CONSTRUCTION -
EXISTING
85' MIN
15' MIN
ROADWAY
1-I � I -III -III -III -I- ,
'II,�IIIIIIIIIIIIIIIIIIIIIII:
Z
III=III-_
-III- ' z
Phase
Mannings M
Predicted flow
Cross sectional
CROSS SECTION
TOWN OF SOUTHERN PINES TEMPORARY GRAVEL CONSTRUCTION [_3
DATE ANUARY2999 ENTRANCE DETAIL
a. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO
CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION
WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS
ARE INSTALLED IS EACH CRITICAL POINT IS REACHED).
b. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY
CONSTRUCTION OPERATIONS.
c. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN
IN PLACED OVER 30 DAYS.
d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
�( F 12" MIN
SLOPE 2:1 I I
MAX -'o
NATURAL GROUND
-
D
..........................
.............................
OR FILL OR CUT iw
-
SLOPES
COMPACTED FILL
BERM
18" MIN �fl-0`N
I- �
-III-III-I 11-I II-y�j 1I-
IIIII� IIIIIII�I�
DITCH
18" MIN
12" MIN '/ FLOW
I�� I�II.rTl-I
BERM/DITCH
NOTES:
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.
IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY
NOT TO EXCEED 5% .
MAX. DRAINAGE AREA = 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED.
DATE REVISED SCALE DETAIL
8/16/04 8/18/04 NOT TO SCALE
TEMPORARY DIVERSION BERM/DITCH
CITY OF BURLINGTON, NORTH CAROLINA
A ENGINEERING DEPARTMENT
9123/2019 NORTH
91 AMERICAN
GREEN
ANALYSIS COMPUTATIONS
> > > > View Computation
Inputs
Channel Discharge (Q):
14 cfs
Peak Flow Period (H):
1 hours
Channel Slope (50):
0.0129 ft/ft
Bottom Width (B):
3 ft
Left Side Slope (ZL):
3 (H : V)
Right Side Slope (ZR):
3 (H : V)
Existing Channel Bend:
No
Bend Coefficient (Kb):
1
Channel Bend Radius:
Retardance Class of Vegetation:
C 6-12 in
egetation Type:
Mix (Sod and Bunch)
egetation Density:
Good 75-95%
Soil Type:
Silt Loam (SM)
Channel Lining Options
Basic Relationships
= Cross sectional area, ft2 (m2) = (B * D)+(Zi/ 2 * D2)+(ZR/ 2 * 132)
Where:
B = Base width of channel, ft (m)
D = Flow depth, ft (m)
Zi= Left side bank slope (H : 1 V)
ZR= Right side bank slope (H : 1 V)
P = Wetted perimeter, ft (m) = B + Zr* D + ZR* D
R =Hydraulic radius, ft (m) =A/ P
= Flow velocity, ft/s (m/s) = Q / A
Where:
Q = Channel discharge, cfs (cros)
aua Average bed shear stress, psf (Pa) = 62.4 * R * SO
Where:
SO = Gradient of channel, ft/ft (m/m)
Tauo = Maximum bed shear stress, psf (Pa) = 62.4 * D * So
Unvegetated Conditions Computations:
n = Manning's n = a * Tauab
and (iteratively solved)
In = 1.486 / Q * A * R(2/3)So's
Where:
In = Manning's In
a = Product specific coefficient from performance testing
b = Product specific coefficient from performance testing
hftps:llecmds.com/projecU 141749/channel-analysis/171485/calculations
ECMDS 7.0
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
9/23/2019 ECMDS 7.0
Unreinforced Vegetation
Phase
Mannings M
Predicted flow
Cross sectional
Wetted
Hydraullc
Flow velocity
Fmude
Calculated Shear
SFP/SFL
depth (D)
ea (A)
perimeter (P)
radius (R)
(v)
umber (FR)
Stress
Unreinforced 0.06 1.05 ft 6.48 ft2 9.66 ft
0.67 ft 2.16 ft/s 0.47 0.85 Ibs/ft2 4.72 (SFL)
Vegetation
Underlying 0.06 1.05 ft 6.48 ft2 9.66 ft
0.67 ft 2.16 ft/s 0.47 0.54 Ibs/ft2 8.73 (SFL)
Substrate
SFr = Product factor of safety =Taur/ Tauo
Where:
Taur =Permissible shear stress from testing, psf (Pa)
auv= In place permissible shear, psf (Pa) =Taur/ alpha * (Taus+ alpha / 4.3)
Where:
alpha =unit conversion constant, 0.14 English, 6.5 Metric
Taus =Permissible shear stress of soil
SFL =Factor of safety of installed liner = Taup /Taua
Vegetated Computations:
In =Mannings n =alpha * Cn* Taua-0.4
and iteratively solved).
In = 1.486 / Q * A * R(2/3)So°s
Where:
alpha =Unit conversion constant, 0.213 English, 1.0 Metric
Cn =Vegetation retardance coefficient
SFr =Product factor of safety =Taurv/ Tauo
Where:
Taurv= Permissible shear stress from testing, psf (Pa)
auv= In place permissible shear, psf (Pa) =Taus/ (1 - CrrRM) * (n / ns)2
Where:
Crmrs=Coefficient of TRM performance derived from testing Taus= Permissible shear stress of soil
ns= Mannings of soil bed if left unprotected
SFJ= Factor of safety of installed liner =Taua/ Tau.
TER ENTRY UNIT
H TRASH SCREEN
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
-FLEXIBLE HOSE /
PIPE
OUTLET PI
NTRY UNIT
GRA
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
THEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
(MAJOR STORM EVENT)
INVERT OF LOWEST STORM PVC VENT
WATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
LOAT
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO
STORMTY
OPENING
//"DISCHARGE PENIWATER 'HE WATER ING
LEXIBLE HOSE
H L = 1.4 X DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH OUTLET J. W. FRCLOH I SON INC.
WW W.FAIRCLOTSKIMM ER.COM
STRUCTURE TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARREN®FAIRCLOTHSKIMMER.COM
Skimmer Basin 1
12.25 Drainage Area (Acres)
39.2 Peak Flow from 10 -year Storm (cfs)
22050 Required Volume ft3
12740 Required Surface Area ftz
112.9 Suggested Width ft
112.9 Suggested Length ft
150.0 Provided Width ft
120.0 Provided Length ft
7.0 Provided Depth ft
27626 Actual Volume ft
3
16884 Actual Surface Area ft
30 Trial Weir Length ft
1 Trial Depth of Flow ft
58.1 Spillway Capacity cfs
4 Skimmer Size (inches)
0.333 Head on Skimmer (feet)
2.5 Orifice Size (1/4 inch increments)
2.65 Dewatering Time (days)
Suggest about 3 days
Drainage Area
(moi
I for 10 year storm Tc 10 min
Q=CIA
#57 WASHINE
4' MIN
STOA
16H
J�
(Disturbed Area x 1800)
(Q1 0 x 325)
(SQRT(Surface Area))
(C-L-HA(3/2))
12.25
0.5
6.4
39.2
6' MAXIMUM SPACING
FILTER FABRIC
(M I RAFI 500
OR EQUAL)
� •••••fir••••
t•*'
Actual Volume>Required Volume
Actual SA>Required SA
Capacity>Q10
Acres
in/hr
cfs
STEEL POST
TEMPORARY
SEDIMENT FENCE
U] Z
z(D
Cn WU
U)
ao
M
Z
C- 12. 0

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Permanent Stabilization
Stabilize within this
• Permanent grass seed covered with straw or
Site Area Description
many calendar
Timeframe variations
• Geotextile fabrics such as permanent soil
days after ceasing
reinforcement matting
without temporary grass seed
land disturbance
• Appropriately applied straw or other mulch
(a) Perimeter dikes,
• Plastic sheeting
with mulch
swales, ditches, and
7
None
perimeter slopes
PLAN
• Structural methods such as concrete, asphalt or
(b) High Quality Water
7
None
(HQW) Zones
SIGNAGE NOTING DEVICE.
(c) Slopes steeper thanIf
STRUCTURE
slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
o
Zones
-10 days for Falls Lake Watershed
O
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
Io
sufficient to restrain erosion
PLAN
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off-site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10
A HIGH MIN SANDBAGS (TYP.)
COHESIVE & B OR STAPLES
O SANDBAGS (TYP.) LOW FILTRATION HIGH
OR STAPLES SOIL BERM O C7 10 MIL COHESIVE &
O O O PLASTIC LINING LOW FILTRATION
10 MIL 1:1 SIDE SLOP SOIL BERM
1:1 TPLASTIC O
SILT FENCE LINING SANDBAGS (TYP.) O (TYP.)
SIDE SLOPE LINING STAPLESO O o
O (TYP. ? "
o O
C5 O o - z x¢ o o SECTION B -B
A 6
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18°X24° MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
`SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
z
FIELD
CLEARLY MARKED SIGNAGE
U�
CONCRETE NOTING DEVICE (18°X24° MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
Io
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
I /I1111%%%1
9-23-19
�
�
z
E ­1o
Z
U�
Q^�Z
Q
W
Io
U�
o
O
R
9
m
Z
C- 13. 0
04
N
I
s
N
ir
W
m
Z
m
0
m

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Frequency
(a) Each E&SC measure has been installed
Inspect
(during normal
Inspection records must include:
locations, dimensions and relative elevations
business hours)
shown on the approved E&SC plan.
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
initial installation of the E&SC measures or if
If no daily rain gauge observations are made during weekend or
good working
case-by-case basis.
holiday periods, and no individual -day rainfall information is
order
Initial and date a copy of the approved E&SC
available, record the cumulative rain measurement for those un-
plan or complete, date and sign an inspection
related causes, the permittee may be required to perform additional
attended days (and this will determine if a site inspection is
construction phase.
needed). Days on which no rainfall occurred shall be recorded as
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
"zero." The permittee may use another rain -monitoring device
plan.
report to indicate compliance with approved
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
to E&SC measures.
hours of a rain
4. Indication of whether the measures were operating
report to indicate the completion of the
event > 1.0 inch in
properly,
•
24 hours
S. Description of maintenance needs for the measure,
The report shall include an evaluation of the anticipated quality and
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
.
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
•
24 hours
5. Indication of visible sediment leaving the site,
noncompliance, and its causes; the period of noncompliance,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
•
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
sediment and actions taken to address the cause of the deposition.
plan. This documentation is required upon the
O
initial installation of the E&SC measures or if
� W
the E&SC measures are modified after initial
case-by-case basis.
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
related causes, the permittee may be required to perform additional
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
(b) Oil spills and
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
shall include information about the date, time, nature, volume and
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
1(b) -(c) above
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e -N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part 111, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
e
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
�
sediment and actions taken to address the cause of the deposition.
O
Division staff may waive the requirement for a written report on a
� W
W
case-by-case basis.
�4
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
W
monitoring, inspections or apply more stringent practices if staff
Z
determine that additional requirements are needed to assure compliance
U
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b) -(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
.
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
.
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case-by-case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
-
./IIII I"%%%1
9-23-19
0
V L
Qi
V
E1
Z
W
Q^Q
�
O
� W
W
U
�4
E�
W
Z
O
U
C401
z�
F=
a500-
03
U
W N
ao
Z
U)
E-1
Z o
W Ln
LO
E1
U)
I�
C- 14. 0

n
Mow what's below.
Call before you dig.
9
1.0 GENERAL NOTES
1.11 THE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS,
INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE
DURING THE GUARANTEE PERIOD.
1.12 INSTALLED UNIT PRICES FOR ALL PLANT MATERIAL SHALL BE SUPPLIED TO THE
OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF BIDDING.
1.13 THE LANDSCAPE CONTRACTOR IS SUBJECT TO RANDOM INSPECTIONS BY THE
OWNER AND/OR THE OWNER'S REPRESENTATIVE AT ANY TIME DURING THE
INSTALLATION PROCESS.
1.14 ALL INTERNAL ISLANDS WITH PROPOSED LARGE OR SMALL TREE PLANTINGS
ARE IN COMPLIANCE WITH SECTION 4.3.6 (C) OF THE TOWN OF SOUTHERN PINES LIDO
AND CONTAIN AT LEAST 250 SF OF CONTIGUOUS PERVIOUS GROWING AREA WITH A
MINIMUM WIDTH OF 10'.
50' 0' 50' 100' 200'
SCALE: I" = 100'-0"
w
0-1
Z)
U
w
ryU
O)Q
w
W c
z
❑
z
Wz
z Q o
O J 0 V
d co 0
0
z N `�
NJ
z �
LUo
LU �
z � a 4 C
o 0o
���Y
O a-
o:D� 3
� LA
z
O
14
LU
Q
J
1.1 THIS PLAN IS FOR LANDSCAPE PURPOSES ONLY.
z
z
0
1.2 UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER,
g ■
LANDSCAPE ARCHITECT, OR THEIR REPRESENTATIVES. PLEASE CALL BEFORE YOU
:D�
z
DIG.
LL
se �
H
1.3 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
LU
UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY
cl�
AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO
p�
EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN.
0
LL -
1.4 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE
w
NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS
z
SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY
0
TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S
REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING
U
DISCREPANCIES. NOTIFICATION SHALL BE MADE IN THE FORM OF A DRAWING OR
D
SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.
p�
wz �
1.5 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE
(n
FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND REQUIREMENTS.
0
(j)
w
1.6 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK IN A
U
MANNER THAT PROTECTS COMPLETED WORK BY OTHERS, SUCH AS CURBS,
p�
UTILITIES, STORM DRAINAGE, FENCES, DRIVEWAY APRONS, DRIVES, VEGETATION,
0
ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY
LL -
REPAIR OF ALL DAMAGES IN KIND RESULTING FROM HIS/HER FAILURE TO COMPLY.
0
LL
1.7 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE PLAN AND IN
V)
THE PLANT SCHEDULE. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL
Q
CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY. QUANTITIES OF PLANTS
LL
SHOWN BY LANDSCAPE SYMBOLS SHALL GOVERN OVER THE QUANTITIES SHOWN IN
J
LL
THE PLANT SCHEDULE.
L
0
1.8 ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE
0
ARCHITECT. THE OWNER SHALL RECEIVE TAGS FROM EACH PLANT SPECIES AND A
z
LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE
PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR
THE VARIETY OR CULTIVAR PER THE AMERICAN STANDARD FOR NURSERY STOCK,
(n
LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN
Z
(AAN). PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL
Jq
OF THE LANDSCAPE ARCHITECT.
1.9 NO SUBSTITUTIONS OF PRODUCTS, PLANT TYPES OR SIZES SHALL BE MADE
WITHOUT WRITTEN APPROVAL OF THE OWNER, LANDSCAPE ARCHITECT, AND
Q
MUNICIPAL REVIEW AGENCY. REQUESTS FOR SUBSTITUTION SHALL BE IN WRITING,
z
AND SHALL STATE THE REASONS FOR THE SUBSTITUTION REQUEST, THE
1--4
SUGGESTED ALTERNATIVE, AND THE CHANGES IN COST. REQUESTS FOR
SUBSTITUTION IN PLANT MATERIAL SHALL STATE THE NAMES OF NURSERIES WHO
J
HAVE BEEN UNABLE TO SUPPLY THE ORIGINALLY SPECIFIED MATERIAL.
LL
clC
1.10 PLANTING SHALL ONLY OCCUR DURING SPECIFIED PLANTING SEASONS. SPRING
SEASON SHALL BE FROM MARCH 1 TO JUNE 15. FALL PLANTING SEASON SHALL BE
FRO SEPTEMBER 15 TO NOVEMBER 15.
1.11 THE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS,
INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE
DURING THE GUARANTEE PERIOD.
1.12 INSTALLED UNIT PRICES FOR ALL PLANT MATERIAL SHALL BE SUPPLIED TO THE
OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF BIDDING.
1.13 THE LANDSCAPE CONTRACTOR IS SUBJECT TO RANDOM INSPECTIONS BY THE
OWNER AND/OR THE OWNER'S REPRESENTATIVE AT ANY TIME DURING THE
INSTALLATION PROCESS.
1.14 ALL INTERNAL ISLANDS WITH PROPOSED LARGE OR SMALL TREE PLANTINGS
ARE IN COMPLIANCE WITH SECTION 4.3.6 (C) OF THE TOWN OF SOUTHERN PINES LIDO
AND CONTAIN AT LEAST 250 SF OF CONTIGUOUS PERVIOUS GROWING AREA WITH A
MINIMUM WIDTH OF 10'.
50' 0' 50' 100' 200'
SCALE: I" = 100'-0"
w
0-1
Z)
U
w
ryU
O)Q
w
W c
z
❑
z
Wz
z Q o
O J 0 V
d co 0
0
z N `�
NJ
z �
LUo
LU �
z � a 4 C
o 0o
���Y
O a-
o:D� 3
� LA
z
O
14
LU
Q
aU) oo
z
m 0
m LU �
g ■
CD w
'-'
:D�
z
zp
se �
'
♦-�Jr
(nw Lj Q O
a
oC
c=n
U
LU
w
zu=
0
z
0
V)z
wz �
a-
(j)
w
o
w
,Uz
w
�
>a
a -
LU
o
U
J
cj�
LU
(1)
(D
L
0
Q
uo
z
LU
N
(n
U0 �z o00
00LU
aU) oo
omaY��
m 0
m LU �
g ■
CD w
'-'
:D�
z
se �
'
♦-�Jr
(nw Lj Q O
LU
DD0UC'uo)a-
c=n

0
TO REMAIN
\
\
\
\
c
R
■ P
■
Iry
IU-
Iw
Im
■ I�
■
I
Know what's below.
Call before you dig.
Lal
MATCHLINE - SEE SHEET L-1.2
\�0 1
\tip �1
EXISTING TREE LINE \
(TYP.) \ \ ♦�
COMMERCIAL
Ilk 7 OU TPARCEL
A C
LEGEND:
REQUIRED INTERIOR LANDSCAPE
REQUIRED BUFFER LANDSCAPE
REQUIRED PERIMETER LANDSCAPE
SHADE TREE
PROPERTY LINE
PROPOSED LIGHT POLE LOCATION
J
z
O
LU
LU
O
LL
O
1-4
b
O
U
oC
O
LL
0
LULU
J
LU
DC
O
z
LU
z
z
J
10' 0' 10' 20' 40'
SCALE: I " = 20'-0"
w
U
w
U
�Q
w
^1 U
VJ U)
z
Q
W z
z
zE
OJ r,
d 00 a
00z
N
NJz
vi r` o
LU
00
Z z a
c~na°O
O 00 o
Cw��
.7 Y
O 9 T C)
C) :D3
LnU�
z
O
14
LU
z
ao Y -
0,
�aY��
RHH
m w ��
-PNP - (1)
i
�Q
cn w Lj Q O
ILC - (4)
000UC'uo)a-
z
zz
J
■
RHH - (5)
Cw
G
�
PNP - (1)
EXISTING TREE LINE
w
(TYP.)
p
NOTE: EXISTING
01-
\ VEGETATION
\ IN UNDISTURBED
ILC - (10)
AREAS
U
TO REMAIN
\
\
\
\
c
R
■ P
■
Iry
IU-
Iw
Im
■ I�
■
I
Know what's below.
Call before you dig.
Lal
MATCHLINE - SEE SHEET L-1.2
\�0 1
\tip �1
EXISTING TREE LINE \
(TYP.) \ \ ♦�
COMMERCIAL
Ilk 7 OU TPARCEL
A C
LEGEND:
REQUIRED INTERIOR LANDSCAPE
REQUIRED BUFFER LANDSCAPE
REQUIRED PERIMETER LANDSCAPE
SHADE TREE
PROPERTY LINE
PROPOSED LIGHT POLE LOCATION
J
z
O
LU
LU
O
LL
O
1-4
b
O
U
oC
O
LL
0
LULU
J
LU
DC
O
z
LU
z
z
J
10' 0' 10' 20' 40'
SCALE: I " = 20'-0"
w
U
w
U
�Q
w
^1 U
VJ U)
z
Q
W z
z
zE
OJ r,
d 00 a
00z
N
NJz
vi r` o
LU
00
Z z a
c~na°O
O 00 o
Cw��
.7 Y
O 9 T C)
C) :D3
LnU�
z
O
14
LU
co
u�
z
ao Y -
0,
�aY��
fs
m w ��
� ■
No�m��;-'�j
w
�Q
cn w Lj Q O
w
000UC'uo)a-
z
zz
J
O
Cw
G
�
U
w
p
01-
zJ�
a
LU
U
Owz
>
V)
Z0
0
z
—j
LU
Q
z
0
Wiz
w
LU
Lu
Dz��
Qpp
=)p,
w
LU
U
cn
oC
co
u�
ao Y -
0,
�aY��
m
m w ��
� ■
No�m��;-'�j
w
z�
cn w Lj Q O
w
000UC'uo)a-
Ln�

Eel
Know what's below.
Call before you dig.
A
It.PI NP
EXISTING TREE LINE
(TYP.)
NOTE: EXISTING VEGETATION
IN UNDISTURBED AREAS
TO REMAIN
MATCH LINE - SEE SHEET L-1.1
MATCHLINE - SEE SHEET L-1.3
LEGEND:
ACR - (1)
REQUIRED INTERIOR LANDSCAPE
REQUIRED BUFFER LANDSCAPE
REQUIRED PERIMETER LANDSCAPE
SHADE TREE
PROPERTY LINE
PROPOSED LIGHT POLE LOCATION
J
z
O
LU
H
LU
LL
O
LL
O
H
b
O
U
oC
O
LL
0
LU
Q
LU
J
LU
DC
O
z
z
z
J
LU
DC
10' 0' 10' 20' 40'
SCALE: I " = 20'-0"
z
O
14
LU
ur,
z
Y 0�
�14 a�
10�
ck
�a �[b�
m
m m .. m w ��
■
r1j LU w
�Q
U0w Lj Q O
�z
D D 0 U C uo)a--
Z
W
O
2:
Ur
O
U
W
zJ�
a
LU
U
C)wz
ZD
0
z
-j
LU
Qz
0
wiz
CE
w
cl�
J
W
LU
Dz��
cy
Q
p
o
w
W
U
cn
oC
ur,
Y 0�
�14 a�
10�
ck
�a �[b�
m
m m .. m w ��
■
r1j LU w
U0w Lj Q O
w
D D 0 U C uo)a--
V)

a
■
EXISTING TREE LINE
(TYP.)
NOTE: EXISTING VEGETATION
IN UNDISTURBED AREAS
TO REMAIN
I
� I<
I�
I�
k
I<
I
11
I
MATCHLINE - SEE SHEET L-1.2
■ ■■ ■�■■ ■■■■■�■■a!■■ ■■ ■ _ ■ ■ ■ ■■ J
07
O
sa I
Iz HI - (3) I W
0 ACR - (1) x
s
ICB-( IWETLAND (TYP.) LU
X
0 O
z AINING WALL (TYP.) I
a
(1) -ACR 376
76 ° -R FER TO CIVIL PLANS
° e
a g. a 1 ° 1 O
s
ACR - (2) ° ❑ ° ° ; s
° I � \� EXISTING TREE LINE i --i
TYP.
■ � ( X
3 _TII NOTE: EXISTING VEGETATION
— s X ��\ IN UNDISTURBED AREAS AND
w N N �\ WETLAND TO REMAIN
F53 BUILDING 1600 0
6 a —► s
3 STORY -24 UNIT BUILDING (1> -QHS PNP -(1) �
(1) -QUS s �
(13) - ICB °� ACR - (1) S / O
(2) - PNP f
' LL
° 1 ► c 6 1 BEDROOM UNITS a �° ICB- 6 \ o
0 LU
12 2 BEDROOM o ° ° RHI -(5) �� Lnn
<00 LU
(5) -ICB
° 3 BEDROOM UNITS / .,,;;, f �♦ w
a ,
FEE: / ,-..;:,;;;::,,,,. = � ♦ - � �
\,
00
O
♦ ♦♦
0 s = ILV - (29)
(2) - RHI — ° _ (1) - ACR / / / \ ��� (n
(1 -ACR C C F_s _ (162 so - SOD
z _z o \
a �� i ♦♦
(11 -QUS Z a s ICB - (13)
°a
RHI (8) / ' ACR - (1)1 5;
(2) - ACR ° 3 / / 0 \ % Q
(3) -RHI
a
ICB - 12 1 a (1) - PNP / (1) - QUS
ACR 2 ° / (16) - I B o ( J
LCI (16) /
81<
a /
s a s l
\� `)` _ _ 1 a - m\°,`,'Nl,".o•= \ NUJ 2)
— — = (4) - ICB / P ( _ _ (1) - QUS /
AC - (1) (3) - RH / / - (24)
° (8) - ICB — AG -
ACR -
(1)
(11) - RHI / T,,,. / WETLAND (TYP.)
1 I (19 so -SOD /
• (171 so - SOSD — /' ACR - (1) I
I (1) -ACR --- (3) -RHI RHI -(6)
—(5) - ICS °
ii — — — — — — — (1) -LAG SOD - (144 so
-- ACR --- ---
(1) - PN P P - (1) RHI - (4)
X == J ■■
------+------ I QUS-(1) ICB-(6)
— �--------J Q RHI -(6) _,; - � � �/
X — x— x I x x— x— ° s (1) QUS �j x�
It MYC - (19) x— x— x— ° ICB - (4)
° a (5) - ILC RHI - (3)
.`\ ° ❑ s ° s RHI - (6) �` f
s ❑ ACR - (1) 1
i
ILV - (35)
s-- '--_ _--------- QUS - 1 � ACR - (1)
°
BUILDING 1700 I ,
STORY -24 UNIT BUILDING
°
a/ 1°
a (7) -ILC
° 6 1 BEDROOM UNITS
° 12 2 BEDROOM UNITS m
` (1) -PNP ,, p
�► -- 6� °i O 6 3 BEDROOM UNITS
♦
♦ _� ) -ILC Os / `L dUS - (1)
♦ �s I B-(4> °� 'pt)/EEE: 374 5 (1>-QUS/ x
a O
♦ —------RH - (3) O O�
Know what's below.
Call before you dig.
A
MATCH LINE - SEE SHEET L-1.4
LEGEND:
ACR - (1) REQUIRED INTERIOR LANDSCAPE
REQUIRED BUFFER LANDSCAPE
ACR - (1) i REQUIRED PERIMETER LANDSCAPE
SHADE TREE
PROPERTY LINE
PROPOSED LIGHT POLE LOCATION
10' 0' 10' 20' 40'
SCALE: I " = 20'-0"
w
U
w
H
U
0) Q
w
^1 U
VJ 0
z
Q
wZ
zz
z E
O J 00 O
IL co 0
n z r
N
NJ
LUz �
�;�o
w
z Sao°_
O oo o
���Y
O 9 T c)
a=o 3:o��
LnU�
z
O
U0
LU
co
ur)
z
U0 Y 00
�a
fs
a, m .. m w ��
� ■
r1j LU'-' �j
w
01-
Q
U0 LU w Lj Q O
w
D 0 0 U C uo)a-
z
zz
J
Wfs
�
01-
U
W
O
zJ�
a
LU
U
C)wz
Zo
D
z
_j
LU
Q
z
0
Wizw
cl�
LU
LU
�z�
�
O'
Q
Oo
�
w
W
U
cn
oC
co
ur)
U0 Y 00
�a
m
a, m .. m w ��
� ■
r1j LU'-' �j
w
z �
U0 LU w Lj Q O
w
D 0 0 U C uo)a-
U0

Eel
MATCHLINE - SEE SHEET L-1.3
m m m
Know what's below.
Call before you dig.
A
MATCHLINE - SEE SHEET L-1.5
LEGEND:
ACR - (1)
REQUIRED INTERIOR LANDSCAPE
-
ao 14 Y62
REQUIRED BUFFER LANDSCAPE
�a �[��
REQUIRED PERIMETER LANDSCAPE
a, m .. m w ��
SHADE TREE
r1j LU
w
PROPERTY LINE
PROPOSED LIGHT POLE LOCATION
0
,•
mmm
z
O
LU
H
LU
LL
0
O
H
b
O
U
oC
O
LL
0
LU
Q
LU
J
LU
DC
O
z
z
Q
z
J
LU
DC
10' 0' 10' 20' 40'
SCALE: I " = 20'-0"
z
O
14
LU
ur,
z
-
ao 14 Y62
�a �[��
m
a, m .. m w ��
� ■
r1j LU
w
�Q
U0 w Lj Q O
LU
�z
D D 0 U C uo)a--
z
W
0
2:
Ur
O
U
W
zJ�
a
LU
U
C)
>
0
m
z0
wz
0
z
-j
LUV)
Qz
0
wiz
CE
w
cl�
J
W
LU
Dz��
cy
Q
p
o
w
W
U
cn
oC
ur,
-
ao 14 Y62
�a �[��
m
a, m .. m w ��
� ■
r1j LU
w
U0 w Lj Q O
LU
w
D D 0 U C uo)a--
U0

Eel
1
1
1
' EXISTING TREE LINE —
' (TYP.)
NOTE: EXISTING VEGETATION
' IN UNDISTURBED AREAS
TO REMAIN
p
I T
t°
_ '
� ♦ ° /
w °
cwn ♦1 ° ♦ 01 �
LU /
z
z
071m
y
n
BUFFER PLANTING REQUIREMENTS (SEC. 4.3.4.)
LANDSCAPE AREA TOTAL AREA (SF) DISTURBED AREA
50' Highway Yard* 2,914
40' Highway Yard**
STREET TREE REQUIREMENTS (SEC. 4.3.3.) zaI
PLANTINGS/SF PLANTING TYPE REQUIRED PROVIDED `� + + +
1,000 1/400 SF LARGE TREES 3 3 ABUTTING STREET LENGTH (LF) PLANTINGS/LF PLANTING TYPE REQUIRED PROVIDED
1/400 SF SMALL TREES 3 3 US 15-501* 0 1/30 LF LARGE TREES 0 0 `�\ �� i I • (10) - RHI
1/75 SF SHRUBS 13 13 MORGANTON RD. 437 1/30 LF LARGE TREES 15 0**
3,950 1/400 SF LARGE TREES 10 10 NOTES: 1 I • ,•••
'PHASE 1 AREA ONLY. THE ENTIRETY OF THE PROPERTY LINE ABUTTING US -15-501 IN PHASE 1 CONSISTS OF DRIVEWAY 47%
1/400 SF SMALL TREES 10 10 AND SIGHT VISIBILITY AREAS.
1/75 SF SHRUBS 53 53 **A UTILITY EASEMENT AND OVERHEAD POWER LINE RUN ALONG THE MAJORITY OF THE PROPERTY LINE ABUTTING MORGANTON =
ROAD. THE MAJORITY OF THE PROPERTY LINE ABUTTING MORGANTON ROAD ALSO LIES IN AN UNDISTURBED WETLAND
1,641 1/400 SF LARGE TREES 4 4 WITH CLEAR VISIBLE EVIDENCE OF DENSE VEGETATION AND LARGE PINE/HARDWOOD TREES. I I o
1/400 SF SMALL TREES 4 4 EXISTING TREE LINE
PARKING AREA SHADING REQUIREMENTS (SEC. 4.3.6.) �` (TYP.) i --A—{
1/75 SF SHRUBS 22 22
1,719 1/400 SF LARGE TREES 4 0 1. VEHICLE USE AREA 172,596 SF �\ NOTE: EXISTING VEGETATION
2IN UNDISTURBED AREAS LAG - (1)
1/400 SF SMALL TREES 4 8 . REQUIRED X 20% `�
1/75 SF SHRUBS 23 23 TO REMAIN LCI -()3 9
3. AREA TO BE SHADED 34,519 SIF i M
I
809 1/400 SF LARGE TREES 2 2 MYC -
� I +
1/400 SF SMALL TREES 2 2 4. AREA SHADED BY EXISTING TREES 0 SIF �` RHK - (6) + +
1/50 SF SHRUBS 16 16 5. AREA SHADED BY REQUIRED SCREENING 13,786 SF I +
0 1/400 SF LARGE TREES 0 0
6. AREA SHADED BY STREET TREES 0 SF
1/400 SF SMALL TREES 0 0 7. SUBTOTAL 13,786 SF \�
1/75 SF SHRUBS 0 0 `
2,334 1/400 SF LARGE TREES 6 6
8. ENTER DIFFERENCE BETWEEN LINE 7 AND LINE 3 20,733 SF
1/400 SF SMALL TREES 6 6 9. DIVIDE LINE 8 BY: 707 SIF \\ - ♦� P P
1/50 SF SHRUBS 47 47 . 1 -_ 1
NOTES:
1. REQUIRED BUFFER PLANTINGS WERE CALCULATED BASED ON AREAS OF DISTURBANCE IN BUFFER AREAS. UNDISTURBED AREAS WILL REMAIN IN A NATURAL
VEGETATIVE STATE
*50' HIGHWAY YARD CALCULATION IS FOR PHASE 1 AREA ONLY
"UTILITY EASEMENTS AND OVERHEAD POWER LINES ARE PRESENT IN THE 40' HIGHWAY YARD BUFFER. SMALL TREES WERE USED IN PLACE
OF LARGE TREES IN HIGHWAY YARD BUFFER.
VEHICLE USE AREA PLANTING REQUIREMENTS (SEC. 4.3.6.)
VEHICLE USE AREA
TREE COVER
LARGE TREES PROVIDED (250 SF EACH)
PINES PROVIDED (180 SF EACH)
SMALL TREES PROVIDED (125 SF EACH)
TOTAL PROVIDED
REQUIRED
REQUIRED EVERGREEN SHRUBS (1 PER 35 SF)
REQUIRED = 25,889 (SF) / 35
PROVIDED
Know whars below.
Call before you dig.
A
QUANTITY
67 equals 16750 SF
42 equals 7560 SF
13 equals 1625 SF
25,935 SF
25,889 SF
740
740
10. TOTAL NUMBER OF SHADE TREES REQUIRED
WITHIN THE VEHICLE ACCOMODATION AREA
TOTAL NUMBER OF SHADE TREES PROVIDED:
LANDSCAPING FOR VEHICLE USE AREAS (PERIMETER LANDSCAPING)
LANDSCAPE AREA
LENGTH (LF) PLANTINGS/LF
PLANTING TYPE
REQUIRED
PROVIDED
SIDE (A)
489 1/30 LF
LARGE TREES
16
16
1/3 LF
SHRUBS
163
163
SIDE (B)
410 1/30 LF
LARGE TREES
14
13*
1/3 LF
SHRUBS
137
137
SIDE (C)
72 1/30 LF
LARGE TREES
2
2
1/3 LF
SHRUBS
24
24
SIDE (D)*
212 1/30 LF
LARGE TREES
7
7
1/3 LF
SHRUBS
71
71
NOTES:
1. SOME SIDE AREAS THAT MAY BE DEEMED TO REQUIRE PERIMETER LANDSCAPING HAVE BEEN EXCLUDED BASED ON
SPECIAL CONSIDERATIONS OF SITE DESIGN AND TOPOGRAPHY (SEE RETAINING WALL CALLOUTS) AND EXISTING HEALTHY
VEGETATION (UNDISTURBED WETLAND AREAS) WITHIN A REASONABLE PROXIMITY (SEC. 4.3.8).
*A PORTION OF SIDE (D) WAS EXCLUDED FROM THE CALCULATION BASED ON PROPOSED RETAINING WALL LOCATION AND
EXISTING SEWER EASEMENT.
LEGEND:
ACR - (1)
REQUIRED INTERIOR LANDSCAPE
REQUIRED BUFFER LANDSCAPE
REQUIRED PERIMETER LANDSCAPE
SHADE TREE
PROPERTY LINE
PROPOSED LIGHT POLE LOCATION
J
z
O
LL
H
LL
LL
0
O
1-1
b
O
U
oC
O
LL
0
LUQ
J
LUO
z
I
z
z
J
LL
oC
a-
10' 0' 10' 20' 40'
SCALE: I " = 20'-0"
w
H
U
w
U
Q
w
(n Q
^1 U
VJ U')
Z
Q
w z
z
z E
Oa- 00 a
�z00
N
NJ
LUz �
L;0o
LU 00
Z z
�a-ao 0
O LU Z 00 0
00 0
CQ c7
LU
O 9 T C)
U0
�� 3
LnUa�
z
O
1n
LU
z
O
H
J
U
z Q
U
101- Q W
�z z
W0��// 101-
101-
-
zQ LU
101-
-j LU = a
Owz D
z0 z
V)
Jw J
Q z
Cl) a0
Wizw
J w CE cl�w
(Dz� �
cy
Qpo w
LU U Ln
m
un
coU0 LU
Yc� -
C) �a �[��
' ^
m
ck m .. m w ��
■
NoOm��;-'�j
w
z�
tu-
j
cnLU w trjQO
w
DD0UC'uo)a-
U0

Eel
PLANT SCHEDULE
TREES
CODE
QTY
BOTANICAL/ COMMON NAME
HEIGHT
SPREAD
CONT.
CAL.
NOTES
LU 00 0
w
z T�
ACR
64
Acer rubrum October Glory' TM / October Glory Maple
-
-
-
3"-4" Cal.
PERENNIALS & GROUNDCOVERS
PNP
67
Pinus palustris / Longleaf Pine
8-10'
-
-
2" Cal.
100 SQ. FT.
COMPOST
QUS
41
Quercus shumardii / Shumard Oak
-
-
-
3"-4" Cal.
RATE
SIZE OR SQ.
SMALL TREES
CODE
QTY
BOTANICAL/ COMMON NAME
HEIGHT
SPREAD
CONT.
CAL.
NOTES
SEASONAL COLOR - FALL PANSY BED PREPARATION
0
CFA
4
Cornus florida / Eastern Dogwood
8-10'
-
-
1-1/2 - 2" Cal.
White/Purple Flowering
COMPOST
a
LAG
12
Lagerstroemia indica x faurei 'Natchez' / Natchez Crape Myrtle
6-8'
-
-
1-1/2 - 2" Cal.
RATE
SIZE OR SQ.
FT.
MYC
50
Myrica cerifera / Wax Myrtle
30"-36"
30-36"
Cont.
-
SHRUBS
CODE
QTY
BOTANICAL/ COMMON NAME
HEIGHT
SPREAD
CONT.
SPACING
NOTES
ABG
22
Abelia x grandiflora / Glossy Abelia
24-30"
-
Cont.
-
0
ICB
443
Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly
24-30"
-
Cont.
-
ILC
54
Ilex crenata / Japanese Holly
24"-30"
-
Cont.
-
0
ILG
226
Ilex glabra / Inkberry Holly
24-30"
-
Cont.
-
ILV
71
Ilex vomitoria 'Stoke's Dwarf / Stoke's Dwarf Yaupon
18-24"
-
Cont.
-
LCI
49
Loropetalum chinense rubrum / Chinese Fringe Flower
24-30"
-
Cont.
-
a
PLS
26
Prunus laurocerasus 'Schipkaensis' / Schipka Laurel
24-30"
-
Cont.
-
RHI
298
Rhaphiolepis indica / Indian Hawthorn
24-30"
-
Cont.
-
RHH
89
Rhododendron 'Gaiety' / Glenn Dale Gaiety Azalea
24-30"
-
Cont.
-
Pink/Purple Flowering Color
RHK
39
Rhododendron kurume 'Nino Crimson' / Hino Crimson Kurume Azalea
24-30"
-
Cont.
-
Crimson Red Flowering Color
SEED/SOD
CODE
QTY
BOTANICAL/ COMMON NAME
HEIGHT
SPREAD
CONTAINER
SPACING
NOTES
SOD
1,587 sf
Eremochloa ophiuroides / Centipede Sod
-
-
-
Or Approved Equal
Know what's below.
Call before you dig.
A
2.0 LANDSCAPE NOTES:
2.1 SOIL AMENDMENTS SHALL BE APPLIED ANNUALLY ACCORDING TO THE FOLLOWING CHART:
TREES
SOIL AMENDMENTS
RATE
SIZE OR SQ.
FT.
10-6-4 FERTILIZER
10 LBS
1,000 SQ. FT.
w�
m
SHRUBS
�
LU 00 0
w
z T�
SOIL AMENDMENTS
RATE
SIZE OR SQ.
FT.
10-6-4 FERTILIZER
5 LBS
100 SQ. FT.
PERENNIALS & GROUNDCOVERS
SOIL AMENDMENTS
RATE
SIZE OR SQ.
FT.
14-14-14 FERTILIZER
3 LBS
100 SQ. FT.
COMPOST
3 YDS
1,000 SQ. FT.
SEASONAL COLOR - SUMMER
ANNUAL BED PREPARATION
SOIL AMENDMENTS
RATE
SIZE OR SQ.
FT.
14-14-14 FERTILIZER
3 LBS
100 SQ. FT.
COMPOST
1.5 YDS
1,000 SQ. FT.
SEASONAL COLOR - FALL PANSY BED PREPARATION
SOIL AMENDMENTS
RATE
SIZE OR SQ.
FT.
14-14-14 FERTILIZER
3 LBS
100 SQ. FT.
COMPOST
1.5 YDS
1,000 SQ. FT.
CONTAINERS AND/OR POTS
SOIL AMENDMENTS
RATE
SIZE OR SQ.
FT.
14-14-14 FERTILIZER
3 LBS
100 SQ. FT.
2.2 ALL PLANTS WILL BE NURSERY GROWN. THEY SHALL BE TYPICAL OF THEIR SPECIES CULTIVAR OR
VARIETY. THEY SHALL BE SOUND, HEALTHY, AND VIGOROUS, AND SHALL BE FREE OF DISEASE AND ANY
EVIDENCE OF INSECTS. IF IN LEAF, THEY SHALL BE DENSELY FOLIATED, WITHOUT LEAF SPOTS,
DISCOLORATION, CURL, WILTING, CHLOROSIS OR DAMAGE. THEY SHALL HAVE HEALTHY,
WELL-DEVELOPED ROOT SYSTEMS. UNLESS SPECIFIED IN THE PLANT SCHEDULE, TREES WITH BROKEN,
CROOKED OR MULTIPLE LEADERS WILL NOT BE ACCEPTED. TREES WILL BE REJECTED IF THEY HAVE
BARK ABRASIONS, SUN SCALD DAMAGE, DISFIGURING KNOTS OR PRUNING CUTS MORE THAN 1-1/4
INCHES IN DIAMETER WHICH HAVE NOT COMPLETELY GROWN OVER.
2.3 BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF
DIAMETER AND DEPTH TO INCLUDE MOST OF THE FIBROUS ROOTS, AND MEET THE MINIMUM AMERICAN
ASSOCIATION OF NURSERYMEN STANDARDS, LATEST EDITION. ROOT BALLS OF PLANTS SHALL BE
ADEQUATELY PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS, OR FROST.
2.4 ROOTBALL MASS WHICH IS LOOSE WITHIN CONTAINER, OR WHICH IS SMALLER THAN THE
CONTAINER WHEN REMOVED, SHALL BE REJECTED. PEAT OR FIBER POTTED PLANTS SHALL BE ROOTED
THROUGH ALL SIDES AND BOTTOM OF POTS.
2.5 SHOOTS AND RHIZOMES SHALL EXHIBIT TURGOR AND SHOOTS SHALL BE LIGHTLY COLORED.
BODIES OF TUBERS AND BULBS SHALL BE RIGID TO THE TOUCH. PROPAGULES WHOSE SHOOTS AND
BODIES ARE SOFT OR MUSHY TO THE TOUCH, OR WHOSE SHOOTS LACK TURGOR OR ARE DARK
COLORED SHALL BE REJECTED.
2.6 CALIPER SHALL BE MEASURED AT SIX (6") INCHES ABOVE THE ROOTBALL. HEIGHT SHALL BE
MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE GROWTH. SPREAD SHALL
BE MEASURED TO THE END OF THE BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF
THE TRUNK. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK TREES
SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINT OF WEAK LIMB STRUCTURE OR DISEASE
INFESTATION. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE.
2.7 HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE
PLANT. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB
MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.
2.8 SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH PLANTS ARE TO BE JUDGED.
2.9 THE SUPPLIER OF ALL PLANTS SHALL CERTIFY THAT THE ORIGIN OF THE PLANT IS FROM
HARDINESS ZONES 6 OR 7, FROM THE EASTERN OR CENTRAL PORTIONS OF THE UNITED STATES, PRIOR
TO PLANTING UNLESS AGREED TO OTHERWISE WITH THE LANDSCAPE ARCHITECT.
2.10 MULCH IS TO BE PINE STRAW. FINE GROUND BARK MULCH, SUCH AS NATURE'S HELPER OR
APPROVED EQUAL, IS TO BE USED FOR PERENNIAL BEDS.
2.11 PRIOR TO PLANTING, ANY TOPSOIL TO BE SPREAD SHALL BE TESTED BY AN APPROVED SOIL
TESTING LABORATORY OR AGRICULTURAL EXTENSION SERVICE LABORATORY. TESTS SHALL INCLUDE
MECHANICAL AND CHEMICAL ANALYSIS. A SOILS REPORT SHALL INCLUDE RECOMMENDATIONS FOR
THE ADDITION OF FERTILIZER AND ADJUSTMENTS TO PH, OR OTHER AMENDMENTS AND INDICATE THE
AMOUNT OF ORGANIC MATTER. A WRITTEN REVIEW OF SAID ANALYSIS AND RECOMMENDATIONS IS
REQUIRED TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT AND OWNER 15 DAYS PRIOR TO
INSTALLATION.
2.12 ACCEPTABLE TOPSOIL SHALL BE A FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION,
FREE OF STONES, LIMBS, PLANTS AND THEIR ROOTS, AND OTHER EXTRANEOUS MATTER OVER 1 INCH
IN DIAMETER. THE SOIL SHALL BE CAPABLE OF SUSTAINED PLANT GROWTH AND HAVE A 5% MINIMUM
ORGANIC CONTENT. IN SITUATIONS WHICH REQUIRE A CUSTOM TOPSOIL OR STRUCTURAL SOIL, THE
SOIL MIXTURE SPECIFICATION WILL BE PROVIDED BY THE LANDSCAPE ARCHITECT.
2.13 IF ADDITIONAL ORGANIC MATERIAL IS REQUIRED, COMPOST, LEAF MOLD, ECOLOGY -A LOW PH
COMPOSED SEWAGE SLUDGE PRODUCT, OR OTHER APPROVED ORGANIC MATERIAL SHALL BE
THOROUGHLY DISCED INTO THE TOPSOIL AREA.
3.0 INSTALLATION:
3.1 PRIOR TO PLANTING, THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTED GRADES AREAS INDICATED
ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER OR LANDSCAPE ARCHITECT IF ADJUSTMENTS
TO PLANT PLACEMENT MAY BE REQUIRED DUE TO FIELD CONDITIONS AND FINAL GRADING.
3.2 PRIOR TO PLANTING, THE CONTRACTOR SHALL LAY OUT THE EXTEND OF THE PLANT BEDS AND THE
PROPOSED LOCATIONS FOR B&B PLANTS FOR REVIEW BY OWNER AND/OR LANDSCAPE ARCHITECT.
3.3 THE CONTRACTOR IS TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR
OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS NOT TO IMPEDE
DRAINAGE AWAY FROM BUILDINGS.
3.4 TOPSOIL SHALL BE SPREAD TO FINISH GRADE OVER THE ENTIRE ROUGH GRADED AREA TO BE
LANDSCAPED. AFTER TOPSOIL IS APPLIED, THE SOIL SHALL BE SCARIFIED AS NEEDED TO BREAK UP ANY
REMAINING COMPACTION.
3.5 PLANTING HOLES FOR CONTAINER GROWN POTS SHALL BE ONE FOOT (1') DEEP, PLUS THE CONTAINER
DEPTH IN WHICH THE PLANT HAS BEEN GROWN AND TWO FEET (2') WIDER THAN THE CONTAINER.
3.6 WHEN PLANTING HOLES FOR B&B PLANTS, THE CROWN OF THE ROOTBALL SHALL BE HIGHER AFTER
SETTLING THAN THE ADJACENT SOIL. THE PLANTING HOLE SHALL BE EXCAVATED ONE FOOT (1') DEEP, PLUS
THE ROOTBALL DEPTH AND TWO FEET (2') WIDER THAN THE ROOTBALL.
3.7 BACKFILL THE PLANTING HOLES WITH IN-SITU SOIL MATERIAL REMOVED FOR PLANTING AFTER REMOVING
ALL STONES, ROOTS AND OTHER DEBRIS GREATER THAN 1-1/2" IN DIAMETER. A MYCORRHIZAL INNOCULANT
SHALL BE ADDED TO THE BACKFILL PER THE MANUFACTURER'S INSTRUCTIONS. FOLLOWING THE
BACKFILLING, WATER TO THE POINT OF SOIL SATURATION AND TAMP TO COMPACT BACKFILL MIXTURE. ADD
EXISTING SOIL TO BRING THE FINAL GRADE IN THE PLANTING HOLE TO THE SURROUNDING SOIL SURFACE.
RAKE THE UNUSED EXISTING SOIL OUTSIDE THE PLANTING HOLES, TAKING CARE NOT TO MOUND THE SOIL
OR TO SIGNIFICANTLY ALTER THE EXISTING GRADES AND THEN PLACE MULCH ATOP ENTIRE PLANTING HOLE.
(SEE APPLICABLE PLANTING DETAILS FOR THICKNESS) THE PLANTING HOLE AREAS MUST NOT BE
DEPRESSED BELOW THE SURROUNDING SOIL SURFACE ELEVATIONS.
3.8 ALL PLANTS SHALL BE WATERED IMMEDIATELY AFTER PLANTING UNTIL THE SOIL IS SATURATED. PLANTS
SHALL BE WATERED A MINIMUM OF EVERY TWO WEEKS, SHOULD THE SOILS DRY, UNTIL ACCEPTANCE BY THE
OWNER. DURING DRY CONDITIONS, WATER AS REQUIRED TO MAINTAIN PLANTS IN A WILT FREE CONDITION.
3.9 ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH, DEBRIS, AND EXCESS
MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB, GUTTERS, AND
SIDEWALKS) DAILY DURING INSTALLATION.
3.10 ALL DISTURBED, NON -VEGETATED SLOPES SHALL BE PLANTED WITH AN ANNUAL RYE GRASS OR AN
APPROVED EQUAL BEFORE INSTALLATION AT THE RECOMMENDED RATE TO STABILIZE AREA, OR OTHER
EQUIVALENT EROSION CONTROL MEASURES.
3.11 LARGE GROWN PLANTS ARE NOT TO BE PLANTED IN FRONT OF WINDOWS, UNDER BUILDING OVERHANGS,
OR IN DRAINAGE SWALES. SHRUBS PLANTED NEAR H.V.A.C. UNITS TO BE LOCATED SO THAT SHRUBS AT
MATURITY WILL MAINTAIN ONE (1') FOOT AIRSPACE BETWEEN UNIT AND PLANT. ANY PLANTING WHICH IS
SHOWN ADJACENT TO CONDENSOR UNITS SHALL BE PLANTED AS REQUIRED TO SCREEN THE UNITS. SHOULD
THE CONDENSOR UNITS BE INSTALLED IN LOCATIONS DIFFERENT FROM THOSE DEPICTED ON THE PLANS,
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE LANDSCAPE ARCHITECT AND INSTALL THE
MATERIALS AROUND THE CONDENSOR UNITS AND TO ADJUST OTHER ADJACENT PLANTINGS ACCORDINGLY.
3.12 TREE STAKING AND GUYING SHALL BE COMPLETED PER DETAILS IN THIS SET OF LANDSCAPE PLANS. THE
CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THE DURATION OF THE
GUARANTEE PERIOD.
3.13 BURLAP, TAGS, AND TWINE SHALL BE REMOVED AND BURLAP IS TO BE ROLLED BACK ONE-THIRD ON ALL
B&B PLANT MATERIAL. ANY SYNTHETIC BURLAP SHALL BE COMPLETELY REMOVED FROM PLANT MATERIAL.
3.14 SHRUBS, BULBS, AND GROUNDCOVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON
PLANTING PLANS AND IN APPLICABLE PLANTING DETAILS.
3.15 THE AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS REQUIRE THAT A SEVEN (7) FOOT VERTICAL
CLEARANCE BE MAINTAINED FROM TREE BRANCHES TO FINISHED GRADE WHERE PEDESTRIAN SIDEWALKS
AND/OR TRAILS ARE LOCATED. THE CONTRACTOR IS TO ADJUST TREE PLANTINGS IN THE FIELD SLIGHTLY TO
MINIMIZE BRANCH OVERHANG.
3.16 SHRUBS, GROUNDCOVERS, AND PERENNIALS PLANTED ON SLOPES GREATER THAN 3:1 SHALL HAVE A
NATURAL FIBER GEO-TEXTILE WOVEN MESH MATERIAL PINNED TO GROUND PER MANUFACTURER'S
SPECIFICATIONS. GROUNDCOVER BEDS SHALL HAVE TWO (2") INCHES OF GROUND LEAF COMPOST SPREAD
ONTO SLOPE PRIOR TO PLACING MESH. EXCAVATE PLANT PITS THROUGH MESH.
3.17 ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED IN
ACCORDANCE WITH THE PLANTING DETAILS IN THIS SET OF LANDSCAPE PLANS.
3.18 THE CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE
ACCEPTANCE INSPECTION(S). THE CONTRACT MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS AND
PLANT ANY MISSING PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASONS.
3.19 GROUPS OF SHRUBS, PERENNIALS, GROUNDCOVERS SHALL BE PLACED IN A CONTINUOUS MULCH BED
WITH SMOOTH CONTINUOUS LINE. ALL MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE FOLLOWING
THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN FOUR (4') FEET OF PLANT BEDS SHALL SHARE
THE SAME MULCH BED.
3.20 TREES SHALL BE LOCATED A MINIMUM OF THREE (3') FEET OR FOUR (4') FEET FROM WALLS AND WALKS
WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, THE CONTRACTOR
SHALL CONTACT THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS
KNOWN TO THE LANDSCAPE ARCHITECT AND/OR OWNER WILL RESULT IN CONTRACTOR'S LIABILITY TO
RELOCATE MATERIALS.
3.21 ALL SEASONAL COLOR SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN IN THE PLANTING DETAIL
IN THIS SET OF LANDSCAPE PLANS. THE CONTRACTOR SHALL INSTALL THE FIRST ROTATION, WHICH IS 'IN
SEASON' AT THE TIME THAT ADJACENT PLANTINGS ARE INSTALLED.
3.22 THE CONTRACTOR SHALL BE RESPONSIBLE TO REGRADE, HYDROSEED, STRAW MULCH, AND TACK ALL
EXISTING LAWN AREAS DISTURBED AS A RESULT OF HIS/HER WORK.
3.23 TREES AND SHRUBS SHALL BE LOCATED WITH A MINIMUM SEPARATION OF 316" FROM CURB FACES PER
LIDO EXHIBIT 4-6 AND LIDO APPENDIX G ("PROTECTION OF TREES AND VEGETATION FROM VEHICLE
OVERHANG")
J
Z
>O
W
W
O
LL
z
O
1-4
b
O
U
O
LL
0
W
Q
W
J
W
O
z
i
z
Q
z
J
LU
w
U
Lu
U
�Q
LU
. (n Q
^1 U
VJ U)
Z
Q
0
W z
sow Z
Q o
0 J r\ V
a- 00 a
Z00
N
NJ
z �
t
F- � w vi r` o
Z z 4'
c~na°O a
O t -o
Cw.7��Y
O 9 T C)
a LU 3
C) 3
� UO)
z
O
14
LU
z
J
W
Q
�z O
LU 0
zJ z
G
(v ��U W
O �
zJ� �
LU
0 > 0LU
Wz =
z0 U
�w
Z
�a a-
Q
W w w L/)U
C)
(D CD z F--- z
QOD
WU�
Ln
00
00^ Y
LU
0
oma L
w�
m
m LU
D 00 �
�
LU 00 0
w
z T�
wP�s00J�
t 1
cn LU L3 Q
LO
LU
w
DDDUOcU0
U0

a
I
41
c
• V o
� c o
3" MIN.
<<< <<<` <<% %�=111m
,
i.OO
SECTION
NOTE:
1. CONTRACTOR TO REGRADE, SOD OR HYDROSEED, AND STRAW MULCH
ALL AREAS DISTURBED AS A RESULT OF HIS/HER WORK.
2. UPRIGHT STAKES TO BE USED ON TREES UP TO 12' IN HEIGHT.
LARGER TREES MUST BE GUYED.
3. 1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE.
4. DO NOT COVER CROWN OF ROOT BALL
EVERGREEN TREES WHICH ARE TIGHTLY SPACED SHALL BE TIED
TOGETHER IN ONE CONTINUOUS BED. (CONTRACTOR TO INCLUDE
THIS MULCHING IN HIS/HER BID)
5. TREES WHICH ARE LOCATED WITHIN 4 FEET OF AN ADJACENT SHRUB
BED SHALL HAVE THEIR MULCHED AREA CONNECTED WITH THE
MULCHED BED OF THE SHRUBS.
6. PRUNE AND REMOVE BROKEN OR DEAD LIMBS/BRANCHES FROM TREES
AND SHRUBS AFTER PLANTING. RETAIN NATURAL SHAPE OF PLANT.
RUBBER HOSE
TREE WRAP MAIN TRUNK
14 GAUGE STEEL WIRE
1-3/4"x 1-3/4" HARDWOOD STAKE
3" MULCH
EXISTING GRADE
ADD TO PLANTER MIX 10-6-4 FERTILIZER AT THE
RATE OF 1/2 LBS. PER 1" OF TRUNK DIAMETER
6' DIA. WATER RETENTION RING
SOIL MIX: 2/3 TOPSOIL & 1/3 ORGANIC MATTER
REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND
ROOT BALL
X = 2 TIMES THE DIAMETER OF THE CONTAINER OR
ROOT BALL DIAMETER
EXACT RANGE (WITHIN INDICATED RANGE) TO BE DETERMINED
1 BY ENGINEER IN THE FIELD
SPACING
ROWS 'A'
TRIANGULAR SPACING FOR
SHRUBS AND GROUNDCOVERS
NOT TO SCALE
PLANT SPACING CHART
SPACING 'D'
ROW'A'
PLANTS / s.f.
6" O.C.
5.20" O.C.
4.61
8" O.C.
6.93" O.C.
2.60
10" O.C.
8.66" O.C.
1.66
12" O.C.
10.40" O.C.
1.15
15" O.C.
13.00" O.C.
0.73
18" O.C.
15.60" O.C.
0.51
24" O.C.
20.80" O.C.
0.29
PLAN NOT TO SCALE
NOTE:
1. MULCH BEDS SHALL BE SET BACK FROM WALKS AND CURBS THE
WIDTH OF ONE MOWING STRIP OF GRASS UNLESS NOTED
OTHERWISE.
SHRUB PLANTING IN RAISED BED
SECTION
A
SHRUB SHALL BE PLANTED 1 "-2" ABOVE
FINISHED GRADE
SOIL MIX: 2/3 TOPSOIL AND 1/3 ORGANIC MATTER
3" PINE STRAW MULCH
EDGE OF PLANTING BED
LAWN
FINISHED GRADE
NOT TO SCALE
NOTE:
\ ° ,•a 1. CONTRACTOR TO REGRADE, SOD OR HYDROSEED, AND STRAW MULCH
o •° ALL AREAS DISTURBED AS A RESULT OF HIS/HER WORK.
2. UPRIGHT STAKES TO BE USED ON TREES UP TO 12' IN HEIGHT.
c LARGER TREES MUST BE GUYED.
ao • °• 0 3. 1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE.
°• • \ j 4. DO NOT COVER CROWN OF ROOT BALL
c c EVERGREEN TREES WHICH ARE TIGHTLY SPACED SHALL BE TIED
,° • c TOGETHER IN ONE CONTINUOUS BED. (CONTRACTOR TO INCLUDE
_ THIS MULCHING IN HIS/HER BID)
5. TREES WHICH ARE LOCATED WITHIN 4 FEET OF AN ADJACENT SHRUB
° BED SHALL HAVE THEIR MULCHED AREA CONNECTED WITH THE
_ MULCHED BED OF THE SHRUBS.
c 6. PRUNE AND REMOVE BROKEN OR DEAD LIMBS/BRANCHES FROM TREES
• ° AND SHRUBS AFTER PLANTING. RETAIN SHAPE OF PLANT.
RUBBER HOSE
TREE WRAP MAIN TRUNK
14 GAUGE STEEL WIRE
1-3/4" x 1-3/4" HARDWOOD STAKE
3" MULCH
3" MIN. EXISTING GRADE
ADD TO PLANTER MIX 10-6-4 FERTILIZER AT THE
RATE OF 1/2 LBS. PER 1" OF TRUNK DIAMETER
6' DIA. WATER RETENTION RING
SOIL MIX: 2/3 TOPSOIL & 1/3 ORGANIC MATTER
Md
- REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND
_ - - ROOT BALL
X = 2 TIMES THE DIAMETER OF THE CONTAINER OR
X ROOT BALL DIAMETER
MULTI -TRUNK TREE PLANTING
SECTION
� EVERGREEN TREE PLANTING
SECTION
NOTE:
1. PROPOSED BEDS MUST BE LAID OUT ON SITE AND
APPROVED BY OWNER, IF REQUESTED BY OWNER.
2. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT
BALL.
3. COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND
TABS FROM THE PLANT.
4. SCARIFY ROOTS ON POT BOUND PLANTS.
3" LAYER OF MULCH. TOP
MULCH TO BE EVEN WITH Tc
OF CURB OR SIDEWA
CONCRETE SIDEWALK OR CU
FINISH GRAE
NOT TO SCALE
FASTEN TRUNK TO STAKE WITH TREE RING
CROWN OF ROOT BALL SHALL BEAR SAME RELATION
(OR SITE LOCATE ANCHOR STAKE 8" AWAY FROM
TREE TRUNK ON SIDE OF PREVAILING WIND). "T"
RAIL IRON STAKE OR ACCEPTABLE WOODEN
SUBSTITUTE, ANCHOR FIRMLY.
SET BASE OF TRUNK OF AT SAME GRADE AS IN
NURSERY
FOLD DOWN OR CUT AND REMOVE THE TOP 1/3 OF
BURLAP. IF NON -DEGRADABLE WRAP IS USED,
REMOVE TOTALLY.
3" MIN. OF MULCH
CREATE SOIL SAUCER WITH TOPSOIL (MIN. 6")
COMPACTED TOPSOIL MIX OR CLEAN SUBSOIL
TAMP SOIL UNDER ROOT BALL TO MINIMIZE
SETTLEMENT
EXISTING SUBGRADE
NOT TO SCALE
5. PLANT SPACING VARIES - (SEE PLAN)
6. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS.
7. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES.
8. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF
ALL EXISTING SOIL TO REQUIRED DEPTH AND
BACKFILLED WITH REQUIRED SOIL MIX.
9. SOIL MIX: 2/3 TOPSOIL & 1/3 ORGANIC MATTER.
10. TOP DRESS BED WITH 10-6-4 FERTILIZER AT THE RATE OF
5 LBS. PER 100 S.F. OF BED AREA.
INTERIOR PLANTING BED
SECTION
IL MIX - 3' DEPTH. TOP OF SOIL MIX TO
3" BELOW SIDEWALK GRADE
:;RAVEL
NOT TO SCALE
NOTE
1. BEDS TO HAVE SMOOTHLY CONTOURED AND CLEANLY 6. PLANT SPACING VARIES - (SEE PLAN)
DEFINED EDGES. BEDS SHALL CURVILINEAR EXCEPT 7. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS.
AS NOTED ON PLAN. 8. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES.
2. PROPOSED BEDS MUST BE LAID OUT ON SITE AND 9. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF
APPROVED BY OWNER, IF REQUESTED BY OWNER. ALL EXISTING SOIL TO REQUIRED DEPTH AND
3. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BACKFILLED WITH REQUIRED SOIL MIX.
BALL. 10. SOIL MIX: 2/3 TOPSOIL & 1/3 ORGANIC MATTER.
4. COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND 11. TOP DRESS BED WITH 10-6-4 FERTILIZER AT THE RATE OF
TABS FROM THE PLANT. 5 LBS. PER 100 S.F. OF BED AREA.
5. SCARIFY ROOTS ON POT BOUND PLANTS.
X = 2 TIMES THE DIAMETER OF THE
° e / CONTAINER OR THE ROOT BALL
DIAMETER
o ° a ° o
0 0 -
• O ° o q• ° O • o ° 4
°
eo ° Q• eo
o 0 3" PINE STRAW MULCH
o • o• o ^ - c• �- - 6' DIA. WATER RETENTION
3" - RING
EXISTING GRADE
SOIL MIX iI l li i� iii it li 1 1
-iii-
X
SHRUB PLANTING BED
ROTO -TILL ENTIRE BED 5" DEEP
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE
CONTENT
SECTION NOT TO SCALE
TREE PLANTING ON A SLOPE
SECTION
NOT TO SCALE
J
z
>O
Lu
W
O
O
1-4
b
O
U
O
ILL0
LuW
J
W
DC
O
z
z
Q
z
J
W
w
U
Lu
U
w
•� U
U)
z
Q
wz
sow z
z E
Oa- 00 a
z °0
N
NJ
z
F- Luvi� o
LU 0 IN
Z z }'
d 4 0
O 00 o
Cw7c�Y
O Qw..3
a=o
o�� 3
Ln U-)
z
O
Lu
z
Q
� z
zJ
Cwo
ryG
(D � U
O
zJ� J
Lu
0 w> 0 Q
zOz
JU-) w 0
z_Lu
a -
Q
Www
�
U = Q
D z z
QOD
Lu U �
ro
00 Y00
1.
CONTRACTOR TO REGRADE, SOD OR HYDROSEED, AND STRAW MULCH
oma
ALL AREAS DISTURBED AS A RESULT OF HIS/HER WORK.
m w
2.
UPRIGHT STAKES TO BE USED ON TREES UP TO 12' IN HEIGHT.
z T�
LARGER TREES MUST BE GUYED.
cn Lu L3 Q
LO
Lu
c 3.
1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE.
U0
�-o 4.
DO NOT COVER CROWN OF ROOT BALL
\,
EVERGREEN TREES WHICH ARE TIGHTLY SPACED SHALL BE TIED
• •°•
•a
-
TOGETHER IN ONE CONTINUOUS BED. (CONTRACTOR TO INCLUDE
a
THIS MULCHING IN HIS/HER BID)
5.
TREES WHICH ARE LOCATED WITHIN 4 FEET OF AN ADJACENT SHRUB
BED SHALL HAVE THEIR MULCHED AREA CONNECTED WITH THE
MULCHED BED OF THE SHRUBS.
6.
PRUNE PROPORTIONATELY TO COMPENSATE FOR REDUCTION OF ROOTS
TO PROMOTE NATURAL CHARACTER OF GROWTH.
RUBBER HOSE
TREE WRAP MAIN TRUNK
14 GAUGE STEEL WIRE
3:1 MAX.
GRASSED
1-3/4"x 1-3/4" HARDWOOD STAKE
SLOPE
3" MULCH
-
3" MIN.
EXISTING GRADE
-
ADD TO PLANTER MIX 10-6-4 FERTILIZER AT THE
-_
`
RATE OF 1/2 LBS. PER 1" OF TRUNK DIAMETER
6' DIA. WATER RETENTION RING
SOIL MIX: 2/3 TOPSOIL & 1/3 ORGANIC MATTER
REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND
-
III
_III -III=
ROOT BALL
X = 2 TIMES THE DIAMETER OF THE CONTAINER OR
X
ROOT BALL DIAMETER
TREE PLANTING ON A SLOPE
SECTION
NOT TO SCALE
J
z
>O
Lu
W
O
O
1-4
b
O
U
O
ILL0
LuW
J
W
DC
O
z
z
Q
z
J
W
w
U
Lu
U
w
•� U
U)
z
Q
wz
sow z
z E
Oa- 00 a
z °0
N
NJ
z
F- Luvi� o
LU 0 IN
Z z }'
d 4 0
O 00 o
Cw7c�Y
O Qw..3
a=o
o�� 3
Ln U-)
z
O
Lu
z
Q
� z
zJ
Cwo
ryG
(D � U
O
zJ� J
Lu
0 w> 0 Q
zOz
JU-) w 0
z_Lu
a -
Q
Www
�
U = Q
D z z
QOD
Lu U �
ro
00 Y00
.�aU0 0
oma
w�
m w
r1j Lu
Lu
z T�
cn Lu L3 Q
LO
Lu
w
DDDUOcU0
U0

n
-------
-----------
I
. I C
1
Know whan below.
Call before you dig.
MATCHLINE - SEE SHEET IR -1.1
IRRIGATION NOTES:
I. IRRIGATION MAIN LINE AND LATERAL ROUTING IS CONCEPTUAL. IRRIGATION CONTRACTOR IS TO ROUTE ALL MAIN
LINE AND LATERALS WITHIN PROJECT BOUNDARIES AND THROUGH SLEEVES AND BEDS.
2. IRRIGATION CONTRACTOR TO DESIGN/BUILD COMPLETE IRRIGATION SYSTEM, PROVIDING PROPER COVERAGE ON ALL
AREAS, BE PROPERLY ZONED, AND ACCEPTABLE TO LOCAL JURISDICTIONAL REGULATIONS. CONTRACTOR SHALL
PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUALS AT THE COMPLETION OF WORK.
3. MAIN LINE DEPTH: 18" MIN. SYSTEM LINE DEPTH: 12" MIN.
4. INSTALL SCH. 40 PVC 4" SLEEVES WHERE SHOWN FOR PAVEMENT/SIDEWALK CROSSINGS.
5. INSTALL ELECTRIC REMOTE CONTROL VALVES IN BED AREAS WHERE POSSIBLE. VALVES TO BE INSIDE 10" OR 12" VALVE
BOX.
6. FINAL CONTROLLER LOCATION TO BE DETERMINED BY IRRIGATION CONTRACTOR.
7. IRRIGATION CONTRACTOR TO SUPPLY SHOP DRAWINGS TO LANDSCAPE ARCHITECT BEFORE INSTALLATION
APPROVAL.
DRIP NOTES:
I. INSTALL DRIP TUBING PARALLEL WITH SLOPE, NOT UP AND DOWN SLOPE.
2. CONNECT 250' MAX. (ONE WAY) AND 500' MAX (IF LOOPED) PER DRIP STUB -UP.
3. LAYOUT IS DIAGRAMMATIC - ALL PLANTS ARE TO BE IRRIGATED. IRRIGATION RATE WILL DEPEND UPON SITE
CONDITIONS AND PLANT SPECIES.
LEGEND:
— — — — — — —
MAIN LINE
Q
LATERAL LINE
�aU) b�
--------------
4"-6" SLEEVES
•
DRIP STUB
4-
IRRIGATION - MISTERS
O O •
IRRIGATION - ROTORS
®
VALVE
©
CONTROLLER
O
O
n
J
z
O
H
LU
O
LL
z
O
H
U
O
U
oC
0
0
LULU
LU
oc
O
z
z
Q
z
LU
10' 0' 10' 20' 40'
SCALE: I" = 20'-0"
W
IY
D
H
U
LU
U
w
• ^�, U
W U)
z
Z
J
0
Wz
Q O
J I0 V
a ao 0
0 0
Z N N
N<
z �
LUU';r�o
LU �� 0
N
Z z -r
U" a-
O � O
Cw.7�08Y
O a w o 3
C:)
:D 3
Ln0�
z
0
14
LU
co
ur)
Q
O
�aU) b�
z
■
m
O �m� II
p
r„ zZLd b
:�
z 1
UJ n
zp
(n LU Lj Q O
LU
DDDU=C cu)a
a
oC
U
zU=
F ---W
pw
O
z
Z�z
a-
(j)
Ow
wz
Z
C�
a
0
w
J
p�
LU
Q
�
V
Q
�
�
1—
LUN
O
oC
(n
i --i
co
ur)
� 00
O
�aU) b�
maY NO
■
m
O �m� II
p
r„ zZLd b
:�
z 1
UJ n
(n LU Lj Q O
LU
DDDU=C cu)a
U=)

0
N
N
U-1
Know whan below.
Call before you dig.
0
N
CO
MATCHLINE - SEE SHEET IR -1.0
MATCHLINE - SEE SHEET IR -1.2
IRRIGATION NOTES:
I. IRRIGATION MAIN LINE AND LATERAL ROUTING IS CONCEPTUAL. IRRIGATION CONTRACTOR IS TO ROUTE ALL MAIN
LINE AND LATERALS WITHIN PROJECT BOUNDARIES AND THROUGH SLEEVES AND BEDS.
2. IRRIGATION CONTRACTOR TO DESIGN/BUILD COMPLETE IRRIGATION SYSTEM, PROVIDING PROPER COVERAGE ON ALL
AREAS, BE PROPERLY ZONED, AND ACCEPTABLE TO LOCAL JURISDICTIONAL REGULATIONS. CONTRACTOR SHALL
PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUALS AT THE COMPLETION OF WORK.
3. MAIN LINE DEPTH: 18" MIN. SYSTEM LINE DEPTH: 12" MIN.
4. INSTALL SCH. 40 PVC 4" SLEEVES WHERE SHOWN FOR PAVEMENT/SIDEWALK CROSSINGS.
5. INSTALL ELECTRIC REMOTE CONTROL VALVES IN BED AREAS WHERE POSSIBLE. VALVES TO BE INSIDE IO" OR 12" VALVE
BOX.
6. FINAL CONTROLLER LOCATION TO BE DETERMINED BY IRRIGATION CONTRACTOR.
7. IRRIGATION CONTRACTOR TO SUPPLY SHOP DRAWINGS TO LANDSCAPE ARCHITECT BEFORE INSTALLATION
APPROVAL.
DRIP NOTES:
I. INSTALL DRIP TUBING PARALLEL WITH SLOPE, NOT UP AND DOWN SLOPE.
2. CONNECT 250' MAX. (ONE WAY) AND 500' MAX (IF LOOPED) PER DRIP STUB -UP.
3. LAYOUT IS DIAGRAMMATIC - ALL PLANTS ARE TO BE IRRIGATED. IRRIGATION RATE WILL DEPEND UPON SITE
CONDITIONS AND PLANT SPECIES.
LEGEND:
-------
MAIN LINE
Q
LATERAL LINE
--------------
4"-6" SLEEVES
•
DRIP STUB
ma �Yo
rn mLUCD u
IRRIGATION - MISTERS
O G •
IRRIGATION - ROTORS
n
J
z
O
LU
H
LU
O
LL
u
z
O
H
U
O
U
oC
O
LL
0
LU
Q
LU
J
LU
DC
O
z
VALVE
CONTROLLER
10' 0' 10' 20' 40'
SCALE: I" = 20'-0"
w
U
LU
U
Q
w
(n Q
^1 U
VJ U)
Z
Q
0
W Z
Q o
J 00 V
0 0
Z N N
N< z
LU
E2 w 0 N
Z z a
U') a- � 0
O 00 O
Cw.7�3Y
O a w o 3
o:D 3
_4Ua�
z
O
14
LU
M
Q
z
LU
m
ma �Yo
rn mLUCD u
g
r1j LU � �
Z
Y M
Z
z
/
zp
i- U) � LU Lj Q O
LULU
DD0UC'uu)a
a
oC
U
zU=
�
pwO
z
Z�z
a-
(j)
0
z
Z
��a-
O
W
o�
J
C)C
LU
Q
�_
r r1
W
2
Q
W�
O
oC
N
(n
i --i
M
U) Y 00
� a�� ooh
LU
m
ma �Yo
rn mLUCD u
g
r1j LU � �
Z
Y M
Z
z
/
tu
i- U) � LU Lj Q O
LULU
DD0UC'uu)a
c=n��

0
MATCH LINE - SEE SHEET IR -1.1
Know whan below.
Call before you dig.
0
MATCHLINE - SEE SHEET IR -1.3
IRRIGATION NOTES:
I. IRRIGATION MAIN LINE AND LATERAL ROUTING IS CONCEPTUAL. IRRIGATION CONTRACTOR IS TO ROUTE ALL MAIN
LINE AND LATERALS WITHIN PROJECT BOUNDARIES AND THROUGH SLEEVES AND BEDS.
2. IRRIGATION CONTRACTOR TO DESIGN/BUILD COMPLETE IRRIGATION SYSTEM, PROVIDING PROPER COVERAGE ON ALL
AREAS, BE PROPERLY ZONED, AND ACCEPTABLE TO LOCAL JURISDICTIONAL REGULATIONS. CONTRACTOR SHALL
PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUALS AT THE COMPLETION OF WORK.
3. MAIN LINE DEPTH: 18" MIN. SYSTEM LINE DEPTH: 12" MIN.
4. INSTALL SCH. 40 PVC 4" SLEEVES WHERE SHOWN FOR PAVEMENT/SIDEWALK CROSSINGS.
5. INSTALL ELECTRIC REMOTE CONTROL VALVES IN BED AREAS WHERE POSSIBLE. VALVES TO BE INSIDE IO" OR 12" VALVE
BOX.
6. FINAL CONTROLLER LOCATION TO BE DETERMINED BY IRRIGATION CONTRACTOR.
7. IRRIGATION CONTRACTOR TO SUPPLY SHOP DRAWINGS TO LANDSCAPE ARCHITECT BEFORE INSTALLATION
APPROVAL.
DRIP NOTES:
I. INSTALL DRIP TUBING PARALLEL WITH SLOPE, NOT UP AND DOWN SLOPE.
2. CONNECT 250' MAX. (ONE WAY) AND 500' MAX (IF LOOPED) PER DRIP STUB -UP.
3. LAYOUT IS DIAGRAMMATIC - ALL PLANTS ARE TO BE IRRIGATED. IRRIGATION RATE WILL DEPEND UPON SITE
CONDITIONS AND PLANT SPECIES.
LEGEND:
— — — — — —
— MAIN LINE
Q
LATERAL LINE
--------------
4"-6" SLEEVES
•
DRIP STUB
ma �YoLU
rn mw u
IRRIGATION - MISTERS
O G •
IRRIGATION - ROTORS
n
J
z
O
LU
H
LU
LL
O
LL
z
O
H
U
O
U
oC
O
LL
0
LU
Q
LU
J
LU
DC
O
z
VALVE
CONTROLLER
10' 0' 10' 20' 40'
SCALE: I" = 20'-0"
w
U
LU
U
Q
w
(n Q
^1 U
VJ U)
Z
�^ Q
v/ 0
Wz
Q O
J 00 V
0 0
Z N N
N<
LUz �
L;�o
LU t- N
Z z
d 4 }' 0
O LU Z 00 0
00 O
CQ c7
O a wED
o 3
o:D3
_4Ua�
z
O
14
LU
M
Q
N
z
m
ma �YoLU
rn mw u
g
r1j LU � �
Z Z Y M
z
/
m J n
zp
U)LU w Lj Q OLU
li
DDDUOcUna
a
oC
U
zU=
�
pwO
z
z�z
a-
(j)
0
z
z
��a-
O
LU
LU
0
J
C)C
LU
Q
�_
r r1
W
2
Q
W�
O
oC
N
(n
i --i
M
U) Y 00
�aU0 oo
N
�
m
ma �YoLU
rn mw u
g
r1j LU � �
Z Z Y M
z
/
m J n
LU ii/
U)LU w Lj Q OLU
li
DDDUOcUna
c=n��

0
MATCHLINE - SEE SHEET IR -1.2
Know whan below.
Call before you dig.
0
MATCH LINE - SEE SHEET IR -1.4
IRRIGATION NOTES:
I. IRRIGATION MAIN LINE AND LATERAL ROUTING IS CONCEPTUAL. IRRIGATION CONTRACTOR IS TO ROUTE ALL MAIN
LINE AND LATERALS WITHIN PROJECT BOUNDARIES AND THROUGH SLEEVES AND BEDS.
2. IRRIGATION CONTRACTOR TO DESIGN/BUILD COMPLETE IRRIGATION SYSTEM, PROVIDING PROPER COVERAGE ON ALL
AREAS, BE PROPERLY ZONED, AND ACCEPTABLE TO LOCAL JURISDICTIONAL REGULATIONS. CONTRACTOR SHALL
PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUALS AT THE COMPLETION OF WORK.
3. MAIN LINE DEPTH: 18" MIN. SYSTEM LINE DEPTH: 12" MIN.
4. INSTALL SCH. 40 PVC 4" SLEEVES WHERE SHOWN FOR PAVEMENT/SIDEWALK CROSSINGS.
5. INSTALL ELECTRIC REMOTE CONTROL VALVES IN BED AREAS WHERE POSSIBLE. VALVES TO BE INSIDE IO" OR 12" VALVE
BOX.
6. FINAL CONTROLLER LOCATION TO BE DETERMINED BY IRRIGATION CONTRACTOR.
7. IRRIGATION CONTRACTOR TO SUPPLY SHOP DRAWINGS TO LANDSCAPE ARCHITECT BEFORE INSTALLATION
APPROVAL.
DRIP NOTES:
I. INSTALL DRIP TUBING PARALLEL WITH SLOPE, NOT UP AND DOWN SLOPE.
2. CONNECT 250' MAX. (ONE WAY) AND 500' MAX (IF LOOPED) PER DRIP STUB -UP.
3. LAYOUT IS DIAGRAMMATIC - ALL PLANTS ARE TO BE IRRIGATED. IRRIGATION RATE WILL DEPEND UPON SITE
CONDITIONS AND PLANT SPECIES.
LEGEND:
— — — — — —
— MAIN LINE
Q
LATERAL LINE
--------------
4"-6" SLEEVES
•
DRIP STUB
ma �YoLU
u
rn mLUCD
IRRIGATION - MISTERS
O G •
IRRIGATION - ROTORS
■ ■ W
n
J
z
O
LU
H
LU
LL
O
LL
z
O
H
U
Ln
O
U
oC
O
LL
0
Lu
Ln
Q
Lu
J
W
DC
O
z
VALVE
CONTROLLER
10' 0' 10' 20' 40'
SCALE: I" = 20'-0"
w
U
LU
U
Q
w
(n Q
^1 U
VJ U)
Z
�^ Q
v/ 0
Wz
Q O
J 00 V
0 0
Z N N
N< z
LU
E2 w
Z N
z a
ca°�
0 C)
O O
w.7
C��Y
O a w o 3
o:D 3
_4Ua�
z
O
14
LU
M
Q
M
Uoo
z
m
ma �YoLU
u
rn mLUCD
g
M
r1j LU Z Y � b
Z M
z
/
m J n
zp
U) LU Lj Q OLU
DD0UC'uu)a
a
oC
U
zU=
pwO
z
Z�z
a-
(j)
0
z
Z
��a-
O
W
o�
�
J
DC
W
Q
�_
r r1
W
2
Q
W�
O
oC
N
(n
I --I
M
U) Y00
00a0
M
Uoo
�
m
ma �YoLU
u
rn mLUCD
g
M
r1j LU Z Y � b
Z M
z
/
m J n
LU
U) LU Lj Q OLU
DD0UC'uu)a
c=n��

0
M
C
W
W
t,
LU
z
J
U
0
■ - --- 00 N /)
■ TIj \ \\ M- M M M M
\
° °
■ ° ° ° � + + +
Know whan below.
Call before you dig.
IRRIGATION NOTES:
LEGEND:
I. IRRIGATION MAIN LINE AND LATERAL ROUTING IS CONCEPTUAL. IRRIGATION CONTRACTOR IS TO ROUTE ALL MAIN
LINE AND LATERALS WITHIN PROJECT BOUNDARIES AND THROUGH SLEEVES AND BEDS.
— — — — — — —
2. IRRIGATION CONTRACTOR TO DESIGN/BUILD COMPLETE IRRIGATION SYSTEM, PROVIDING PROPER COVERAGE ON ALL
g
AREAS, BE PROPERLY ZONED, AND ACCEPTABLE TO LOCAL JURISDICTIONAL REGULATIONS. CONTRACTOR SHALL
/
PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUALS AT THE COMPLETION OF WORK.
3. MAIN LINE DEPTH: I8" MIN. SYSTEM LINE DEPTH: 12" MIN.
______________
4. INSTALL SCH. 40 PVC 4" SLEEVES WHERE SHOWN FOR PAVEMENT/SIDEWALK CROSSINGS.
c=n��
5. INSTALL ELECTRIC REMOTE CONTROL VALVES IN BED AREAS WHERE POSSIBLE. VALVES TO BE INSIDE IO" OR 12" VALVE
a
BOX.
6. FINAL CONTROLLER LOCATION TO BE DETERMINED BY IRRIGATION CONTRACTOR.
7. IRRIGATION CONTRACTOR TO SUPPLY SHOP DRAWINGS TO LANDSCAPE ARCHITECT BEFORE INSTALLATION
APPROVAL.
O O
DRIP NOTES:
I. INSTALL DRIP TUBING PARALLEL WITH SLOPE, NOT UP AND DOWN SLOPE.
2. CONNECT 250' MAX. (ONE WAY) AND 500' MAX (IF LOOPED) PER DRIP STUB -UP.
3. LAYOUT IS DIAGRAMMATIC - ALL PLANTS ARE TO BE IRRIGATED. IRRIGATION RATE WILL DEPEND UPON SITE
CONDITIONS AND PLANT SPECIES.
MAIN LINE
LATERAL LINE
4"-6" SLEEVES
DRIP STUB
IRRIGATION - MISTERS
IRRIGATION - ROTORS
n
J
z
O
LU
LU
0
ILL0
H
U
O
U
oC
OO
0
Q
LU
LU
DC
O
77
V)
qz
J
Q
z
J
LU
DC
VALVE
CONTROLLER
10' 0' 10' 20' 40'
SCALE: I" = 20'-0"
w
U
W
U
W
• ^�1 U
W 0
oz
z
0
wZ
z
J V
00
l`Er D_ GO �
0 0
Z N N
N�
z a)
F_ LUU)r� o
E2 W 00 N
Z z a
O O
CW.7�0'0Y
O a w O
o:D 3
Ln U—)
z
O
14
LU
U) Y 00
00 LU
Q
81 4
LU
m
z
g
LU
Z Z Y
/
m
m J n
U) W Lj Q OLU
z0
D000cyu)m
c=n��
a
oC
U
zU=
pwO
z
Z�z
aV
0
z
Z
��a-
O
W
o�
J
cj�
LU
Q
V
Ur
Lu
=
Q
W�
O
oC
N
(n
i --i
U) Y 00
00 LU
81 4
LU
m
ma �Yo�
M mLU u
g
LU
Z Z Y
/
m
m J n
U) W Lj Q OLU
D000cyu)m
c=n��

Outdoor Lighting Pr
WELWsiadway
cnENERGY.,
DUKE
The Roadway LED is a green solution and great
fit for streets, roads, long, narrow areas and
parking lots. This energy-efficient luminaire
delivers the light where it is needed while
increasing visibility and reducing spill light to
adjoining properties. Choose low to medium
light output on wood or aluminum poles (or
mount on existing poles). Available with one to
four fixtures per pole, depending on the fixture/
pole combination selected.
For additional information, visit us at
duke-energy.com/outdoorLighting
or call us toll free at 866.769.6417.
Subject to variance from manufacturer. Contact us for re;pen-specific details.
LED 50 1 70 1 110 1 150 1 220 1 280 watts
(Light Emitting Diode)
Mounting heights 15', 20', 25' 30', 35'
Colors
Bronze
Black
Gray
Green
Poles Style A
Wood
"A" FIXTURE
Outdoor Lighting Ir
dway LED
f+� DUKE
ENERGY.
The Roadway LED is a green solution and great
fit for streets, roads, long, narrow areas and
parking lots. This energy-efficient luminaire
delivers the light where it is needed while
increasing visibility and reducing spill light to
adjoining properties. Choose low to medium
light output on wood or aluminum poles (or
mount on existing poles). Available with one to
four fixtures per pole, depending on the fixture/
pole combination selected.
For additional information, visit us at
duke-energy.com/outdoorLighting
or call us toll free at 866.769.6417.
Subject to variance from manufacturer. Contact us for regon-specific details.
LED 50 70 110 1 150 1 220 1 280 watts
(Light Emitting Diode)
Mounting heights
Color,
Poles
15' 20', 25', 30', 35'
B ro nze
Black
Gray
Green
Style A
Wood
"B" FIXTURE
NOTE: PLAN PROVIDED TO DEMONSTRATE THEORETICAL
SITE PHOTOMETRICS BASED ON AN ASSUMED LAYOUT BY
DUKE ENERGY. SITE LIGHTING DESIGN & INSTALLATION
TO BE PROVIDED BY DUKE ENERGY IN COOPERATION
WITH OWNER. DUKE ENERGY SHALL PROVIDE DESIGN
AND FIXTURES IN ACCORDANCE WITH SOUTHERN PINES
UNIFIED DEVELOPMENT ORDINANCE OUTDOOR LIGHTING
STANDARDS. THIS IS NOT A CONSTRUCTION DOCUMENT.
+0.0
0.0
+0.0
+o.o
+o 0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+o.o
+o 0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+o.o
10.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+o.o
o.0
0.0
0.0
+0.0
0.0
0.0
0.0
+o.o
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+o.o
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+o.o
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+o.o
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0 0
+0.0
+0.0
+0.0
+ .0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+ 0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
o.
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.1
0.1
+0.0
+o.o
+ .1
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0
0.0
0.0
0.0
0.0
+o.
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+ 0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0
0.0
0.0
+0.
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+ 4
8
2
1
+0.1
0.1
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
+o.0
0.0
+0.0
+o.o
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.
+o.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+ .0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
O.o
+ .0
0.0
0.1
+0.1
0.1
0.0
O.o
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
O.o
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5
.5
+0.6
+0.3
0.1
0.1
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0A
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+ .0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
.0
0.1
0.1
+0.2
0.1
+0.1
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0 0
0.0
0.0
A
+0.7
.9
+2.6
+ .0
+0.
0.2
0.1
0.0
+QO
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+0.0
+QO
0.0
0.0
$0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
.0
0.0
+0.1
0.1
0.1
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.1
1 14+0.6
0.5
+ 4
0.2
0.1
+ 1
0.1
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.
0.0
0.0
A
+1.1
2.8
2.7
2.7
+0.2
0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+o.o
+0.0
+0.0
+o.o
+0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+o.o
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+01
TO. 1
+0.2
+0.2
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.1
+0.0
+0.0
+ .3
+1.9
+
2.0
+1.0
+0.4
0.2
+0.1
+ .2
+0.2
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.
+0.0
+0.0
+0.1
+
+1.3
+2.3
+1.
0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+o.o
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+o.o
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.1
+0.1
+0.1
+0.0
0.1
+ .
+
7
+
+0.2
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.7
1.8
+ .3
+ .
+2.8
+1.8
+1.0
+0.
+0.
+0.2
0.5
+1.
+1.
+0.7
+ .4
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.1
0.1
0.2
+0.0
0.1
+0.
+1.1
+1.
+ .8
0.3
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+0.0
+40
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.1
0.1
0.2
0.2
+0.1
0.2
.5
•
0.4
0.1
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.1
+ .4
+0.7
+ .5
0.4
0.6
+ .2
+1.8
+1.7
+1.2
0.3
0.1
0.
0.2
0.8
+1.6
2.
+2.3
+1.
0.8
0.3
0.1
0.1
+0.0
0.0
+0.0
0.0
0.0
0.
0.0
0.0
+0.0
0.0
+0.1
+0.3
0.9
+1.0
6
0.1
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
0.1
0.1
0.1
+0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.1
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0
0.2
.5
0.
+1.
+2.
+3.3
2.9
2.0
+1.
0.2
+ 1
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.1
0.
+0.7
+1.4
+ .5
+ .9
+ .4
0.3
0.5
+0.4
0.2
+0.1
0.0
0.0
0.0
0.1
2.
+ .4
+3.2
+1.6
0.3
0.2
+0.2
0.1
+0.0
0.0
0.0
0.
0.0
0.0
+0.0
0.0
+0.0
+1.2
+1.6
+1.5
0.1
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+o.o
+0.1
0.2
0.3
0.2
+0.1
0.2
0.
0.5
+1.2
+0.1
0.1
0.0
0.0
+0.0
0.0
0.0
9
+2.
+1.5
+1.5
+1.
+1.3
+1.
1.0
+1.1
0.
0
+0
0.1
0.0
+0.0
0.1
+0.1
0.1
+0.1
0.1
0
0.9
+2.1
2.8
+2
+1
0.1
0.1
0.1
0.1
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.1
+0.2
+1.1 A2.4
2.7
C,
C,
+
0.
3
0.1
0.1
0.0
0.0
0.0
A.
.4
+0.0
0.0
+0.1
+1.
2.4
2.
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
+o.o
+0.1
+ .5
+1.3
+1.9
+2.
2.1
.5
2.
2.
2.2
0
.3
.1
0.
0.
+1
2
7
4
+2
2 5
4
4
2.0
+1.3
0.'
0
+0.1
0.2
+0.3
0.2
+0.1
0.2
0.8
+1.9
+2.
A
+2.
0.1
0.1
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.1
+0.2
0.3
0.4
0.2
.5
0.3
0.
0.
+0.9
+
1.4
0.8
+ .4
0.1
0.0
0.0
+0.0
+0.0
+ .1
.6
+2.2
+2.4
+0.4
+0.1
+0.0
+0.0
0A
0A
+0.0
+0.0
0A
+0.0
+0.0
+0.0
+0.1
+0.8
+
•
+ .6
.6
.2
1.5
1.3
+1.8
+2.6
+3.2
+2.6
+1.8
+1.1
.8
+0.8
+0.9
+0.9
+0.8
1.1
+1.6
.0
+1.9
+2.3
: 2
+0.2
+01
+0.1
0.2
+ .3 P
+3
+26
+1.6
+1.
+1.2
+
+2.0
1.1
+0.5
+0.3
+0.
+1.
+
7
+1.8
0.5
+0.2
0.1
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
+0.0
0A
+0.0
+0.0
+0.0
+0.1
+0.1
0.1
+0.1
0A
+0.0
+0.0
+0.
+1.
+2.
+2.
+ .5
+1.3
+0.1
Tom
A
•A
+0.0
0.0
0.1
+0.7
+ .3
+1.5
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.2
.7
+ .3
2.9
2.5
+1.6
9
.1
1.1
+1
9
2
2 7
+2 8
+1.6
0.
+ .7
+1.9
0
2.5
+ 1
+14
2.1
2.6
+1.9
+0.3
+ .6
1.1
+0.3
0.3
+0.2
0.1
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.1
+1.7+1.2
0.4
0.1
It
•
+0.0
+0.1
+
+0.9
0.4
+ .2
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.1
+ .5
+1.7
TV
2.3
+1.
+ .8
.8
0.
+
+ 9`°
° +
0.
0 2
5
'1. '
+2.5
2.1
.6
2.
+
+ .6
+0.8
2
5
+1
+2.
3.0
0.
+0.2
+0.1
+0.1
+0.1
+0.1
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.1
+0.
+1.2
+2.4
+2.
+
0.4
+0.1
+0.0
+0
+ .2
0.1
+0.0
+0.0
+0.0
+o.o
+0.0
+0.0
+0.1
+
+1.7
+ 9
+1
0
.1
+0.1
+ .1
+0.2
+
+2.1
.7
0.5
:5
+1.
3.2
+1.
+0
.6
+1.9
2
+
+1.
+ .0
+0.1
+0.
9
+2.1
+0.5
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.1
+0.2
+0.3
+0.2
+0.3
+D.
+0.2
+0.1
B•
•
+0.1
0.8
.7
+1.4
7
.3
0.0
0.0
0.0
0.0
0.
+ .6
+1.1
2.2
+2.4
2.7
+1.5
0
+0.
+1.7
2
1.2
0.
+0.1
1.8
0.5
0.1
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.1
0.1
0.1
0.0
0.
0.0
0.0
v�
+ .4
2
+2.4
+1.7
6
0.
0.
0.0
0A
0.0
0.
•
+
2
+1.1
+
2
+1.
- +2.
1.3 V
2.1
+1.5
.6
+
6
+ .0
0
+ .8
0.6
0.
1.2
2.
6
0.3
0.1
0.1
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.6A
.2
03.3
+1.6
+1.1
.7
0.0
0.0
0.0
0.0
0.0
0
5
2.7
+1
4
+1
+1.7
.v +
1
0.
8
2.
+1.0
1
0.8
+1.
+ .1
2
.+ :o"
+ .1
+1.7
+ .1
+2.4
0.5
0.2
0.1
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
•
+ 4
+2.8
+1.3
+ .3
2.4
0.2
0.0
0.0
0.0
0.0
0
0
0
+2
+1.9
+1.0
0.
3
+ .3
+ .1
+ �.
1.6
+1.3
.0
2.
3
0.
+2.2
0.4
0.7 ' 3
5 `
° 1" 7
2.3� +
6
+2.0
2.5
0.4
0.2
0.1
+0.0
0.0
+0.0
0.0
OA
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
OA
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
OA
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+ .2
+2.2
+1.9
+0. -
` + 2
1.
+0.
+0.1
0A
+0.0
+0
1.4
+1.8
+
+2.
+2
+2.
+2.
+ .2
+ .1
+1.5
+2.
+2.2
+1.
+2.3
6
+0.
+1.5
+ .5
+
.8
+1.8
+ .7
+0.3
+0.1
0.0
+0.0
+0.0
+0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
+0.0
+0.0
+o.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+o.0
+o.
+1.2
+1.2
.1
+1.
+ 4
+ 0
0.
+1.1
2.5
+1.
0.4
0.5
0.
+0.3
0.4
+0.5
+0.2
0.6
3.3
.8
2
+ 2
+ .2
+1.1
1.5
+1.
+2.0
2.2
0.
6
0
+1.2
.5
+0.1
0.1
0.1
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
.0
0.0
++
9
0
3
1.
+
+
0.7
+
0 8
0.
+
1.0
+
+
0.6
+
0.2
+
0.1
+
0.
+
0.2
+
0.2
+
.4
+
1 6
.4
+
0.2
+
0.6
+
2
+
++
2.
1
S
�
2.
.4
.5
•2 '
+
.5
.5
+
1.3
0.4
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
.0
+
0.0
B
+
1.5
+1.3
0.4
+0.1
+
+
+
+
+4.
+
'
1.0
+ E
7
+2.6
+1.8
+
+1.3
+2.0
+1.8
+1.
+
.7
+0.2
+
+0.8 '
2.3
+2.0
+
9
+0.3
+0.2
+0.
+ .7
6
+
+1.6
0.4
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+
.0
+0.0
+1.
2.3
+2.1
0.7
+ .0
2
+48
+ .1
+1.
+ .6
2.
B�3.0
0.6
+1 5
2.3
2.6
+2
" ' .
0.6
0.
3
+ .4
1.6
0.5
+ 1
' .2
•
+1.5
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0 0
0.0
+0.8
4
+3.2
+1.2
+ 1
+1.6
+1.5
2.
1.
3.
1
7
+1.0
2.0
.5
2.8
2.9
+1.
+0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0
0
0.0
Av
+0.7
+1.6
+0.
+ .3
7
0
2
+
.9
.9
2.0A
2.
0.5
5 a
+0.9
0.2
+1.5
-2
+2.0
1
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.
0.0
+0.3
+1.8
+ .6
+1.2
+1.
1.1
0.4
+1.
2
+0.
0.5
1
+1
+1.4
2.
+ .3
+1.1a
7
+0.8
+ .5
+0.9
0.2
0.1
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.
0.0
+
0.1
4
+
1.2
r
0.
+
1.4
3.
+
4
+
0
+
0.2
+
0.1
+
0.1
0.1
+
0.1
+
0.8
+
+
1
1.3
+
1
+
1.8
+
2
+
1.
+
+
0 1 P"
.1
+
0.8
+
0.5
+
6
+
+
7
1.
1.
+
1.
+
1
.6
+
+
1.9
0.3
+
0.1
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.
+
o.0
+0.0
0.1
+0.3
+0.4
+1.3
2.4
+ .1
+1
8
+
0
+
4
.6
+2.9
.0
+1.9
+1
+ .8
+2.4
.0
+
0.3
0.6
T.
+
2.
+2.3
+1.4
+ .
+1.1
+1.9
2.5
3.1
2
0
+ .9
+0.3
0.1
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0
0
0.0
1 9 •
7 "
P
5
+0.0
+0.0
+0.1
+0.1
+0.1
+
+1.0
+1.5
+1.4
+1.5
+1.7
+1.8
+1.7
+1.4
+ .2
+1.4
+1.9
+1.9
+1.3
+
0.6
3.0
2.0
+1.1
0.
+1.
2.7
+ .
2.
+
+1 3
+ .1
+ .6
2.
+3.
+2 8
+ .0
.3
+
0.9
+ .0
+1.
+1.7
+1.3
+
+ .4
.2
+ .
+1.5
+2.5
+
+0.3
+0.1
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
TOO
+0.0
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.1
+0 6
+1.1
+
.8
5
3.
2 7
+ .0
.3
1.
+0
.1
0.1
0.2
+1.4
+ .1
+ .9
2.
0
0.9
+1 1
'1.1
+1.1
+ .9
0.7
0.9
+1.2
+1.4
+1.5
+1.4
+1
+1.6
+2.1
2.
2.2
+1.7
+1.3
0.8
0
0.
1
0.1
0.0
0.0
+0.1
0.3
0.4
0.3
+0.1
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+
.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
Al
+0.2
+1.5
2.4 A3.0
0.1
+0.1
+0.0
TIM
0.0
0.1
0.2
+0.7A 2.6
2.
+1.0
0.2
0.
o.
0
2
o.
0
8
+1.7
.4
3.
+ .7
2.1
2
0.
+ 0
.1
+0.0
0.0
0.0
0.0
+0.1
0.1
0.1
0.1
+0.1
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+ .0
0.0
.3
2.5
+1.9
+ .9
+0.4
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.1
0.3
0.5
0.4
0.1
0.1
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.1
0.3
+1 3
2.
+
+ 8
0.1
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.1
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
.0
0.0
+0.0
0.0
+0.0
+o.o
0.0
0.0
0.0
0.0
+0.0
0.0
0.1
0.1
0.2
0.1
0.1
0.0
+0.0
0.0
+0.0
+o.o
0.0
0.0
0.0
0.1
+0.1
0.1
0.1
0.0
o,0
0.0
0.0
o.o
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.1
+0.3
0
0.3
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0,0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0,0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0,0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
o.010.0
0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.1
0.1
0.1
0.0
o.o
+0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.1
+0.1
'01
0.1
0.1
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
0.0
SITE PHOTOMETRICS
SCALE: 1/64" = 1'-0"
CARO
Essio °°
°Q
SEAL
032588
ALGA
' °;V� I °°°
�ENE� HvM
REVISIONS
I Al 17SEP19-REVIEW
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHAL
REMAIN THE PROPERTY OF THE ENGINEER. THESE DRAWING
ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT DE
REPRODUCED IN PART OR IN WHOLE WITHOUT THE SPECIFIC
WRITTEN CONSENT OF THE ENGINEER.
© 2019 EUBANKS HUMPHREY ENGINEERING, P.0
_1_ d D
■N■
FIRM LICENSE: C-2272
5
!_
f2
mW
Z
�
O O
N� �04
N
WW=
1
CO
CZ
� O
- O
_1_ d D
■N■
FIRM LICENSE: C-2272
5
5
55
5
�
�
J
Cr_
�J
Ln
5
5
L
o
J
�
T_
5
�
�
5C-3�
C-3
5
Ld
Z
5
�
5
1961
ORIGINAL ISSUE DATE
08AUG19
DRAWN BY
BEH
CHECKED BY
BEH
SHEET NO.
E- 1
OF 1

U)
O
75
N
O
O
N
O
N
0)
C
O
N
d
L—
SOUTHERN PINES
Al AFZIMIIV11EIMIMS
ROADWAY IMPROVEMENTS *
SHEET INDEX
COVER SHEET
HORIZONTAL & SURVEY ALIGN DATA SHEET
TYPICAL SECTIONS
ROADWAY DRAINAGE AND STORM SEWER SHEET
EROSION AND SEDIMENT CONTROL NOTES & DETAILS
EROSION AND SEDIMENT CONTROL PLANS
TRAFFIC CONTROL NOTES & DETAILS
PLAN & PROFILE SHEETS
DRIVEWAY PROFILES
US 15/501 CROSS SECTIONS
MORGANTON ROAD CROSS SECTIONS
ENTRANCE CROSS SECTIONS
TOTAL NUMBER OF SHEETS:
1
1A
2
2A
2B
2C
2D
3-4
5
XS -1 - XS -2
XS -3 - XS -4
XS -5
15
CONSTRUCTION PLANS
MOORE COUNTY, NORTH CAROLINA
DATE: 09/19/19
�0(
Q
THIS
PROJECT
G
S
7s/s
`C J O O�OcP
p
= o
WOOD
MpR
G,gNT0
DORNOCH'ST
pRIVE /POO
OVERALL VICINITY MAP
SCALE: 1 " = 500'
Know what's below.
Call beftre you dig.
g.
ALL CONSTRUCTION SHALL CONFORM WITH THE LATEST VERSION OF THE TOWN OF SOUTHERN PINES AND NCDOT STANDARDS AND SPECIFICATIONS.
OFF-SITE TRANSPORTATION
IMPROVEMENTS ASSOCIATED
WITH SOUTHERN PINES
APARTMENTS
CLIENT: ZIMMER DEVELOPMENT
GROUP
f l li i It",
CAR��
.OF {
SEAL
_ 047882
op
Qj 14 .
m
0 U
� U
N �
U
Z E
LU
Q W
U
LU
LL U
QO—o
N
owCGC,2�
(D m
� M
W X
Q W
Q
�ce �LL
_ � o
~ f N
co
M
N M
';I- J
00 W
Z
0
►13
�'l
� Z
_O
V a
3 �
L U
(A W
m Q
L z
O
Ln
W
■`-
A=
W
IJ.
E
CLW
_O Q
O
O
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
N/A
�z
J
cu
U
cu
oz
0
w
oCw
w
U
U)
ry
4-J
a
w
4�
z
LU
0
LU
U
a-->
L
O
LL
LL
0
/w.
O
W
A�
.i
JOB NO.
43194
SHEET NO
1

L_
HORIZONTAL ALIGNMENT DATA
Alignment Name: US -501
Station Range: Start: 100+00.00, End: 113+95.70
Description:
*************************************************************************
Begin US -501
N 522,079.4464 E 1,868,815.1990 100+00.00
Line (1)
S440 27'30.69"E 1,395.696'
N 521,083.2575 E 1,869,792.7346 113+95.70
Line (1)
N 521,083.2575 E 1,869,792.7346 113+95.70
End US -501
*************************************************************************
Alignment Length: 1,395.696'
*************************************************************************
Alignment Name: ENTR-US-501
Station Range: Start: 10+00.00, End: 12+48.02
Description:
*************************************************************************
Alignment Name: Morganton -WB
Station Range: Start: 200+00.00, End: 214+96.13
Description:
*************************************************************************
Begin Morganton -WB
N 519,687.0290 E 1,868,186.2183
Line (1)
S760 32' 10.58"E 199.816'
N 519,640.5059 E 1,868,380.5428
Line (1)
Alignment Name: Morganton -EB
Station Range: Start: 300+00.00, End: 309+46.11
Description:
*************************************************************************
Begin Morganton -EB
200+00.00 N 519,550.9126 E 1,868,334.5484
Line (1)
S810 23'00.07"E 50.000'
201+99.82 N 519,543.4215 E 1,868,383.9840
Line (1)
Curve (2)
BC N 519,640.5059 E 1,868,380.5428 201+99.82
CTR N 521,099.2822 E 1,868,729.7874
PI N 519,576.2054 E 1,868,649.1229
Direction Back S760 32' 10.58"E
Radius 1,500.000'
Delta 20051'51 "(LT)
Length 546.223'
Tangent 276.170'
Chord Direction S860 58'06.08"E Distance 543.210'
Direction Ahead N820 35'58.41"E
EC N 519,611.7769 E 1,868,922.9923
Curve (2)
Line (3)
N820 35'58.41"E 291.716'
N 519,649.3509 E 1,869,212.2786
Line (3)
Alignment Name: ENTR-Morganton
Station Range: Start: 10+00.00, End: 11+63.99
Description:
*************************************************************************
Begin ENTR-Morganton
300+00.00 N 519,622.0526 E 1,869,002.1055 10+00.00
Line (1)
N70 41'36.20"W 40.582'
300+50.00 N 519,662.2696 E 1,868,996.6727 10+40.58
Line (1)
Curve (2)
BC N 519,543.4215 E 1,868,383.9840 300+50.00
CTR N 520,729.8770 E 1,868,563.7712
PI N 519,529.1568 E 1,868,478.1200
Direction Back S810 23'00.07"E
Radius 1,200.000'
Delta 9004'23"(LT)
Length 190.023'
Tangent 95.211'
Chord Direction S850 55' 11.36"E Distance 189.825'
Direction Ahead N890 32'37.35"E
207+46.04 EC N 519,529.9150 E 1,868,573.3276
Curve (2)
Line (3)
N890 32'37.35"E 74.228'
210+37.75 N 519,530.5062 E 1,868,647.5528
Line (3)
Curve (4)
Begin ENTR-US-501 BC N 519,649.3509 E 1,869,212.2786 210+37.75
N 521,644.6508 E 1,869,241.8532 10+00.00 CTR N 518,459.3467 E 1,869,366.8425
PI N 519,663.6944 E 1,869,322.7108
Line (1)
S450 25'52.86"W 121.153' Direction Back N820 35'58.41"E
N 521,559.6303 E 1,869,155.5428 11+21.15 Radius 1,200.000'
Line (1) Delta 10036'13"(RT)
Length 222.084'
Curve (2) Tangent 111.360'
BC N 521,559.6303 E 1,869,155.5428 11+21.15 Chord Direction N870 54'05.08"E Distance 221.767'
CTR N 521,641.5574 E 1,869,074.8400 Direction Ahead S860 47'48.25"E
PI N 521, 518.0167 E 1,869,113.2979
EC N 519,657.4718 E 1,869,433.8966 212+59.84
Direction Back S450 25'52.86"W Curve (4)
Radius 115.000'
Delta 54033'17"(RT) Line (5)
Length 109.499' S860 47'48.25"E 236.290'
Tangent 59.299' N 519,644.2683 E 1,869,669.8175 214+96.13
Chord Direction S720 42'31.56"W Distance 105.409' Line (5)
Direction Ahead N800 00'49.75"W
N 519,644.2683 E 1,869,669.8175 214+96.13
EC N 521,528.2997 E 1,869,054.8977 12+30.65 End Morganton -WB
Curve (2)
*************************************************************************
Line (3) Alignment Length: 1,496.128'
N 8 0° 00'49.75"W 17.371'*************************************************************************
N 521,531.3121 E 1,869,037.7896 12+48.02
Line (3)
N 521,531.3121 E 1,869,037.7896 12+48.02
End ENTR-US-501
*************************************************************************
Alignment Length: 248.023'
*************************************************************************
302+40.02
303+14.25
Curve (4)
BC N 519,530.5062 E 1,868,647.5528 303+14.25
CTR N 520,430.4776 E 1,868,640.3855
PI N 519,531.4733 E 1,868,768.9979
Direction Back N890 32'37.35"E
Radius 900.000'
Delta 15022'14"(LT)
Length 241.439'
Tangent 121.449'
Chord Direction N810 51'30.45"E Distance 240.716'
Direction Ahead N740 10'23.54"E
EC N 519,564.5961 E 1,868,885.8427 305+55.69
Curve (4)
Line (5)
N740 10'23.54"E 218.341'
N 519,624.1443 E 1,869,095.9067 307+74.03
Line (5)
Curve (6)
BC N 519,624.1443 E 1,869,095.9067 307+74.03
CTR N 518,758.2628 E 1,869,341.3638
PI N 519, 647.6816 E 1,869,178.9373
Direction Back N740 10'23.54"E
Radius 900.000'
Delta 10057'17"(RT)
Length 172.079'
Tangent 86.302'
Chord Direction N790 39'02.29"E Distance 171.817'
Direction Ahead N850 07'41.03"E
EC N 519,655.0112 E 1,869,264.9278 309+46.11
Curve (6)
N 519,655.0112 E 1,869,264.9278 309+46.11
End Morganton-EB
*************************************************************************
Alignment Length: 946.110'
*************************************************************************
Curve (2)
BC N 519,662.2696 E 1,868,996.6727 10+40.58
CTR N 519,666.2857 E 1,869,026.4027
PI N 519,674.9800 E 1,868,994.9557
Direction Back N70 41'36.20"W
Radius 30.000'
Delta 46017'46"(RT)
Length 24.241'
Tangent 12.826'
Chord Direction N150 27' 16.97"E Distance 23.587'
Direction Ahead N380 36' 10.13"E
EC N 519,685.0033 E 1,869,002.9580 10+64.82
Curve (2)
Line (3)
N380 36' 10.13"E 26.168'
N 519,705.4530 E 1,869,019.2844 10+90.99
Line (3)
Curve (4)
BC N 519,705.4530 E 1,869,019.2844 10+90.99
CTR N 519,761.6056 E 1,868,948.9504
PI N 519,711.6106 E 1,869,024.2005
Direction Back N380 36' 10.13"E
Radius 90.000'
Delta 10000'24"(LT)
Length 15.718'
Tangent 7.879'
Chord Direction N330 35'58.09"E Distance 15.699'
Direction Ahead N280 35'46.05"E
EC N 519,718.5287 E 1,869,027.9717 11+06.71
Curve (4)
Line (5)
N280 35'46.05"E 57.285'
N 519,768.8259 E 1,869,055.3902 11+63.99
Line (5)
N 519,768.8259 E 1,869,055.3902 11+63.99
End ENTR-Morganton
*************************************************************************
Alignment Length: 163.994'
*************************************************************************
SURVEY CONTROL MONUMENTS
CP NUMBER
NORTHING
EASTING
ELEVATION
ALIGNMENT
STATION
OFFSET
CP REBAR/CAP
521617.30
1869205.92
394.21
US 15-501
106+03.54
44.80
CP REBAR/CAP
519593.44
1868864.67
363.18
Morganton Rd WB
206+86.30
11.87
CA
- SEAL -
T 0478 2
- •• �l- Iq a9
�.00RN�I
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
N/A
V)
a--)
O
L
W
w
z �
J Q
ru �Q
U Q
- _
ru
O ° CD
w J
Q Q
(f) LU
a --J z �i
� w �
as
L O J
ru U-
<
Qz
o O
� oC
O
TZL
l^�
i
O
�/
V J
JOB NO.
43194
SHEET NO.
1A
�E
CM
U
_o
N
O
Uo
�
=
o
LUUj
V
o� �o
(D N
U.
�
i
z
a0-
W O
0
_M
(D m
3: W a x
L
Ui
< 55�L oLU
~
cB
H
w
M
N M
k.0 W
■`-
00
-tea
o
o
*,
oELU
w
Q
U
_o
T)
0
o
4)
0
>
4)
o
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
N/A
V)
a--)
O
L
W
w
z �
J Q
ru �Q
U Q
- _
ru
O ° CD
w J
Q Q
(f) LU
a --J z �i
� w �
as
L O J
ru U-
<
Qz
o O
� oC
O
TZL
l^�
i
O
�/
V J
JOB NO.
43194
SHEET NO.
1A

r
L
US 15/501
PROPOSED TYPICAL SECTION FOR CURB AND GUTTER SECTION
STA. 103 +66.14 TO STA. 104+25.00
12' 12' 12' 12' 12'
I
t t
EXISTING
GROUND
I
EXISTING
GROUND
EXISTING
GROUND
i
POINT OF FINISHED GRADE
US 15/501
PROPOSED TYPICAL SECTION FOR CURB AND GUTTER SECTION
STA. 104 +25.00 TO STA. 105+86.24
q
12' 12' 12' 12'
I
I
T
VARIES 0'-12' 2.5'
2.0'
SPECIAL
DITCH*
* SEE CROSS SECTIONS FOR DESIRED
SLOPES PER SECTION.
12' 12' 2.5' VARIES�
POINT OF FINISHED GRAD
US 15/501
PROPOSED TYPICAL SECTION FOR PAVED SHOULDER SECTION
STA. 105+86.00 TO STA. 108+33.00
12' 12' 12' 12' 12'
I
SAW CUT
POINT OF FINISHED GRADE
— — — — — — — — — — — — — — — — — — — —
SLOPE
VARIES*
IA IC+r-r 11 All
EXISTING
GROUND — —
Loolo. t t
1.5" MILL AND SAW CUT
OVERLAY POINT OF FINISHED GRADE EXISTING
GROUND
* SEE CROSS SECTIONS FOR DESIRED
SLOPES PER SECTION.
INSET "B"
01 3.0" TYPE S-9.513 SURFACE COURSE
O2 4.0" TYPE 119.00 BINDER COURSE
30 5.0" TYPE B25.00 BASE COURSE
40 ST'D. 2'-6" CURB AND GUTTER
50 ST'D. 6" UNDERDRAIN
01 2.0" TYPE S-9.513 SURFACE COURSE
O2 3.0" TYPE 119.00 BINDER COURSE
30 5.0" TYPE B25.00 BASE COURSE
MORGANTON ROAD (SR 1205) MORGANTON ROAD (SR 1205)
PROPOSED TYPICAL SECTION FOR PAVED SHOULDER SECTION PROPOSED TYPICAL SECTION FOR PAVED SHOULDER SECTION
STA. 208+36.00 TO STA. 210+36.00 STA. 301+33.00 TO STA. 306+54.00
EASTBOUND WESTBOUND EASTBOUND E� WESTBOUND
VARIES 0'- 11' 11' VARIES 0'- 22' 11' 11' 11' VARIES 17'- 36' 11' 11'
2' 1' PAVED
MIN SHOULDER
40JI I I SLOPE MIN � I
EXISTING VARIES*
GROUND INSET "B" INSET "B" SAW CUT
SAW CUT POINT OF
POINT OF FINISHED GRADE I I I FINISHED
---2% SLOPE
10.1* ---- --GRADE
\ —_�--------------- — --- ---- ----_--_�------------- --- —r VARIES*_ — — ------
* SEE CROSS SECTIONS FOR DESIRED
SLOPES PER SECTION.
I I 00
* SEE CROSS SECTIONS FOR DESIRED
SLOPES PER SECTION. 1 ••
DATE
09/19/19
DRAWN BY
G55
DESIGNED BY
G55
CHECKED BY
CMK
SCALE
N/A
U)
a--)
a�
E
4J
O
L
H
Q
z
J
fu 0
U
—0
_ (i)
moz
O z O
L.L w
U
U, w
U) uo u').w z J
a
Q
Q z U
� H
W
2
L-o�
caLL
o
Q
O
i
a -J
O
JOB NO.
43194
SHEET NO.
2
o, ;_
� o
r �;
N�
_O
O
Uo
E
=
E
Lu o
�
V
47
a uj
H
om Q)
� � (.DN
O o
i
Z
a
Lu o
fl-
(D�
V
a
zzLnfo
U
W � x
L
cn
af W i LL -Yl
.w
w
°
��L
i
z
O
Yo
C
N
H
H
>
M
LLJ
ry,
N M
W
■`-
00
.-
aD
0
cD
o
*,
=
C
H-
47
o
w
E
>
Lu
a
w
Q
a
_O
47
°
o
G�7
(j)
O
>
0
DATE
09/19/19
DRAWN BY
G55
DESIGNED BY
G55
CHECKED BY
CMK
SCALE
N/A
U)
a--)
a�
E
4J
O
L
H
Q
z
J
fu 0
U
—0
_ (i)
moz
O z O
L.L w
U
U, w
U) uo u').w z J
a
Q
Q z U
� H
W
2
L-o�
caLL
o
Q
O
i
a -J
O
JOB NO.
43194
SHEET NO.
2

DRAINAGE AREA MAP LEGEND
DRAINAGE AREA
REFERENCE
NUMBER
M11111119
1 11
C -FACTOR
AREA (ACRES)
NOTE: REMOVE ALL EXISTING SUB DRAIN ALONG PROPOSED RIGHT TURN LANE.
OUTLET PROPOSED UNDERDRAIN INTO STRUCTURE 3-1.
OHP— — — --OHP— — — --OH
I �
— ----J
US 15-501 HWY
145' R/W
OHP— — —
YAI
- - - - - ' ENSURE 18" OF VERTICAL SEPARATION - I� i — ��
BETWEEN EX. WATER LINE AND 15" RCP
yam RCP \ �� _
— 15 — — — — — — 396 — 396----------------- — — — 43— ---------
---------
396 .54 - - - - -337-- - - - _ 7_ -`�9
396- -3- 0.57`1.
_ -
1 0.56 -0:2'Z-Ac. -,- ---_391 - 0. -3 -9 -KC �31 _= 3--=----
0
0.49 Ac. oe77
—
/ -
m m m m m m m m m m m m m m m Lm m'm M M M M M M M M M M M an IN IN -7
10
10
PIN: 856220817779
DB: 442 PG: 867 / / 5�/ / / / f
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH _ — / / /
HIGHWAY 15 — — — — /
_ _ , �a /Q\\,``' � , / / ,' / / "' RE F/ E R TO S4
E
_ /t ,' / /' /' // // ST6RMWATC'R PLANS
/4 0.95 FOR STOR PIP
I�TW¢RKOESION.
:�5 Ate.
SCALE 1"=30' / -39,x-NOR
394—
Ilk
/lp
/i/'/
/ � ,
%/� <
/� o
/\ ° V
0+
1
-1
0 00
o� 3s� _\ z
0
00992486
PIN: 856108992733
G!/ o REMOVE DB 3693 PG.25
NCOOT ONSTRUCTION / / \ o EX. 15" RCP FOX HOLLOW 1, LLC
TE ME
_--�D _r ° PROP. 19".X30" ELIP. RCP
I NCDOT OR?-4_zINAr'E \\ I ,/�-\ -\ ' - - - r oY rr�% �� I /0 REFER TO SITE PLANS
ASEMEN _ / , _ —
�g- X42 P , • i / / / \ -�� r // � M � o SIZED BY OTHERS -
�IIIONTorWh_
----a6�- - rC
_ _--- —
1 T 1 ° _ U Tic—
n1 Z oo W — — — c G —
,26D I �— —
Mf L
ip
IN
-FA
_ 0 __
_ `UG T/C—
---�bG = --''J _ �uGr/C--_ —� / _ 000 �� T
0 0 0 0j, 0AUG
COULD NOl' . % CTr- UGoT
o
---------------- --- �►� —�\ / , C / iCI��
i o
r pN
0
n o
_-----------366-------�— / sC '/ ORQq/'�R12HTOFWAy ���� i�UGr'C' 00
_ — — —3-&2— — — -__ — — — — — 3Gz — / „}DBr3Q�C. i / o
------- Dom, - �r1e °
5 0.51_
1.86 Ac.
DRAINAGE AREA MAP LEGEND
Oti
CD
a
,
0
C
O
0
A
�°11
oma'
DRAINAGE AREA
REFERENCE
NUMBER
C -FACTOR
AREA (ACRES)NOR
SCALE 1"=30'
0 30' 60'
STORM STRUCTURE TABLE
STRUCTURE # TOP INVERT STRUCTURE
HEIGHT
EX -2 395.15' 393.35' 1.8'
3-1 395.50' 389.85' 5.65'
3-2 386.16' 384.75' 1.41'
4-1 364.69' 361.94' 2.75'
4-2 364.22' 361.47' 2.75'
DESCRIPTION
EX. DROP INLET
MANHOLE
PIPE END
PIPE END
PIPE END
STORM PIPE TABLE
z
UPSTREAM
DOWNSTREAM
360
O
FROM - TO
DIA
PROP. GRADE ALONG
SLOPE
LENGTH
DESCRIPTION
INVERT
INVERT
----15„RCP
__________
N
EX -2 TO 3-1
15"
393.35'
391.46'
0.90%
210'
EX. 15" RCP
3-1 TO 3-2
15"
389.85'
384.75'
4.80%
106'
15" TYPE III RCP
u)
W
°
o
19"X30"
4-1 TO 4-2
19"X30"
361.94'
361.47'
0.94%
50'
Z
Ce
350
� II
o
TYPE V RCP
DATUM ELEV
370
m
390
380
370
Qc
O:
cY
PIPE PROFILE
EX -2 TO 3-2
Exist. Grade) Along Pipe Centerline
z
�
360
O
PROP GRADE ALONG
PROP. GRADE ALONG
PIPE CENTERLINE
— — ------------
--------------
--;----------
----15„RCP
__________
N
----------------
--------Z�"-----------------------------------
------------
---------------
------
------/
U
U)
---------
------------------------
_
------------ — — — —
u)
W
°
o
m
000
r
350
Z
Ce
350
� II
o
Z
r
r
c
Q
v coz
CO
II
N
O ~
r
O
Nei
UJ C
W
4c)Z
DATUM ELEV
r
340
340
N
340
X
Wo
.�
N
co
A
O
LO
cli
L6
�.
N T
co
r
CO co
co
r
co ui "II I
W o
—
r)
p M II
N
r II Z
N Q W
Ch
mII
r M
W C/)Oz z
r
I Z
O
Q
z z
Cj
c
O
Q
N
rnI
+
M00
N04
co M(D
NL0
N0M0
CN
r�
Q
0)
LO
m
m
0)
m
e
o0
co
c co
c co
( co
c co
c co
a) co
co
400
390
380
370
10+50 11+00 12+00 13+00 14-4@&07
PIPE PROFILE
4-1 TO 4-2
370 370
PROP. GRADE ALONG
Exist. Grad Along PIPE CENTER INE
Pipe Ce iterline
360
z
�
360
O
PROP. GRADE ALONG
PIPE CENTERLINE
�
V
a
N
4
o
L
U
U)
u)
W
°
o
m
000
r
350
Z
Ce
350
� II
o
Z
r
r
c
Q
v coz
CO
II
O ~
r
O
Nei
W
4c)Z
DATUM ELEV
340
340
340
N
N
O
cli
L6
co
co
CO co
10+00
10+80
CAR C ,
/ ml D
. aF
SEAL =
- 047882
.S.
,II I,l1���
m
O p
lzr U
�U)
N �
U
z E
Lu
o
H _ 3
Q ULu u-
3
a O o
N
W O M
IIx-1�
CDO00 *''
Lzu M
< Lu >v
2 o
~ L N
M
N M
19;r J
W
00
i
z
O
�
V
a
L
U
U)
u)
W
°
m
L
Z
o
c
Ln;
H
W
C,
W
O
Q
Q
DATE
a-'
09/19/19
iz
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
130'
4-J
W
E
O W
L W
V7
H Q
�z W
_j
J
0W
U
-0
0
O O
I I-
Q
' �0
U)w z
.wz Q
L W
(VI'')
ELua
z
L_0
ru LL LL
0-0 0
Q o �
U, Q
� a
p
nL
\^W
i
4—J
O
JOB NO.
43194
SHEET NO.
2A

1=
L
EROSION CONTROL CONSTRUCTION SEQUENCE
1. INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATIONS SHOWN ON PLAN.
2. CALL FOR ON-SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
J. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE.
4. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASURES TO MAINTAIN
ADEQUATE EROSION CONTROL.
5. WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING AND ON SLOPES GREATER THAN 3:1,
GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED
FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
5. CONTINUE WITH FINE GRADING OF SITE.
7. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON-SITE
INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
8. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AS DIRECTED, SEED, FERTILIZE AND
MULCH RESULTING DISTURBED AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT
STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR.
9. UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION BY TOWN OF SOUTHERN PINES
CONSTRUCTION INSPECTOR.
1. SEED BED PREPARATION
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND
MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE".
7. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
8. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE". MAKE NECESSARY
REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE
REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING REQUIREMENTS.
NOT TO SCALE
TOWN OF SOUTHERN PINES EROSION CONTROL SEQUENCE & E-1
DATE: JAN VARY 2009 SEEDING NOTES
NOTCH AND FOLD -
FABRIC OVER
HORIZONTAL POST
FLOW-
8-
LOW8" #57 WASHED -'
STONE
24"
ELEVATION
SECTION
STEEL POST
WOVEN WIRE FABRIC
HORIZONTAL POST
SILT FENCE FABRIC
2
CLASS 'B' RIP
RAP (TYP)
NOTES & MAINTENANCE
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. INSPECT REINFORCED SILT FENCE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
J. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO ENSURE STONE FILTER IS FUNCTIONING PROPERLY.
4. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE.
5. REMOVE RIP RAP STONE CAREFULLY AND ENSURE SILT FENCE IS NOT TORN. REPLACE ANY TORN SECTIONS.
NOT TO SCALE
TOWN OF SOUTHERN PINES REINFORCED SILT FENCE OUTLET [_7
DATE: JANUARY 2009 DETAIL
SEEDING SCHEDULE
NOTE:
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE.
PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15.
AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SEEDING RECOMMENDATION for SUMMER (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
APR. 15 - AUG. 15 GERMAN MILLET40
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 L8 / ACRE 10-10-10 FERTILIZER OR FOLLOW RECOMMENDATIONS
OF SOIL TESTS
MULCH
APPLY 4,000 L8 / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
TEMPORARY SEEDING RECOMMENDATION for FALL (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
AUG. 15 - DEC. 15 WINTER RYE (GRAIN)120
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FERTILZER OR FOLLOW RECOMMENDED SOIL
TESTS.
MULCH
APPLY 4,000 L8 / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB / ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 L8 / ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
TEMPORARY SEEDING RECOMMENDATION for LATE WINTER and EARLY SPRING (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
DEC. i - APR. 15 WINTER RYE (GRAIN)120
ANNUAL KOBE LESPEDEZA 50
OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 L8 / ACRE 10-10-10 FERTILIZE OR FOLLOW RECOMMENDATIONS
OF SOIL TESTS
MULCH
APPLY 4,000 L8 / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
PERMANENT SPRING SEED MIX
SPECIES RATE (LB / ACRE)
MARCH 1 - JULY 1 COMMON BERMUDA 30
SERICEA LESPEDEZA 30
PERMANENT SPRING SEED MIX
SPECIES RATE (LB / ACRE)
SEPT. 1 - NOV. 1 COMMON BERMUDA 30
SERICEA LESPEDEZA (UNSCARIFIED) 30
KOBE LESPEDEZA 10
WATER
MINIMUM OF 1 INCH OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL
GROUND COVER HAS BEEN ESTABLISHED.
NOT TO SCALE
TOWN OF SOUTHERN PINES EROSION CONTROL [_�
DATE: JAN VARY 2009 SEEDING NOTES
4 X D
A �
A
PLAN
1
NOTES:
FRAMES AND GRATES TO REMAIN OFF INLET STRUCTURES WHILE INLET
PROTECTION IS IN PLACE.
INSPECT AND MAINTAIN DEVICE AFTER EVERY RAINFALL EVENT. REPLACE #57
WASHED STONE IF IT CLOGS W/ SEDIMENT AND CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
0
N 2.1
1'-6"
NOT TO SCALE
PLAN
4' MAX
0
6' STEEL "T" POSTS (TYP)
SECTION A -A
WIRE MESH - 19 GAGE,
1/4" OPENINGS
EXCAVATE FOR
SEDIMENT CAPTURE
(SEE PLAN FOR
DIMENSI❑NS)
1
2' 1 N
TOWN OF SOUTHERN PINES TEMPORARY INLET PROTECTION DETAIL E'4
DATE: JANUARY 2009
NOTE:
FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LB
CLASS I RIP RAP = 105 LB
B
D SLOPE 1/2.1 OR FLATTER
r
0� n D
H
�0
�o T
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
4 X D
SECTION B -B
PIPE OUTLET WITHOUT DITCH
B
z
O C)
F -I }
Qa
L L J d H z
O O _
WQzLL_
Q U cc 0 CD
H
�= 2'- Lu
Cn H- LL O J
OOCn�
z 1--I
1 W�
0
Lu
J
H
OO
LL
CD az
I-1 H
a °'
� a
0
CC a
Q ac
co a
� F -I
Q °C
0 cc
QO
O LCL
0
H
HEET 1 OF 1
876.02
MIN. 10 GA.
LINE WIRES
8" MAX
* FOR REPAIR OF SILT `
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
I-HUNI VILW
STEEL POST
WOVEN WIRE FABRIC
1 --SILT FENCE FABRIC
^I
MIN.
SIDE VIEW
2-1/2 GA.
IEDIATE
NOTE:
USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND
NEVER IN AREAS OF
CONCENTRATED FLOW.
FILL SLOPE
GRADE
8" MIN. COVER
OVER SKIRT
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
NOTES & MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5. REMOVE SEDIMENT DEEPER THAN 12".
NOT TO SCALE
TOWN OF SOUTHERN PINES TEMPORARY SILT FENCE [_�
DATE: JANUARY 2009 DETAIL
TEMP. STONE
DITCH CHECK
STRUCTURAL STONE
5
BACK
SLOPE
ISOMETRIC VIEW
EDGE OF PAVEMENT NOTES
USE CLASS B EROSION CONTROL STONE FOR
STRUCTURAL STONE.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS A STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
GRADE LESS THAN 30.
CROSS SECTION
VEE DITCH
\L UNUUNU
KIATIID AI aROUND
CROSS SECTION
TRAPEZOIDAL DITCH
BASE OF DITCH
-----------------------
12" MIN.
FLOW 12" MIN.
4'-6"
ELEVATION VIEW
z
O Cn
H
Q Q
Iz-I 0~C 0 U
LLJ0-
00u)=
I•
-Iz
0 0 u) 2
°C z
W Q LL =
Q U O H
H
�= zw
Cn H- LL O J
OOCncr
z 1--I
Hcl
Iui
0
19
r.1
cc
0
LL
z �
� W
< v
0 �
0 J
� H
0 y
Z
F V
O
Q Q
CL
W
SHEET 1 OF 1
1633.02
CA
SEAL -
T oa 7a13
•• �l- Iq• a9 -
0pRNC�N
rn E
CD � o _O
n vi
N� O
o =
U
E
Lu o E U
H - 3
Q U 3
~ � O
Lu U. (D N
a O o i Z
O a) 1D a
(D 00F-
zzU-)ro U
L
�••�
W � x cn
L_
U)Lf) _q
:I -
c:)
L Z
o = O
``� H
� W
M
rj M
� J
Lu .�
00 H �••�
CID
10
(D
O
CD
O
2
F_
0 E
_ _O Q
a 47 °
O
U Q DATE
> CID
}' 09/19/19
O
} DRAWN BY
GSS
• DESIGNED BY
• GSS
• CHECKED BY
• CMK
• • SCALE
N/A
E
W
> J
0 _j
^� Q
ii
W
0
H�
z
~ V/
J
0 fu
W
U
= O
O J
z 0
I �/
W 12.
uo z
� z 0
a
W W
�>
0 1--I
LL 10
�c W
0 []
^U)
W 0
ti
O
^L` W
\^W
i
�0
V
JOB NO.
43194
SHEET NO.
28
0
•
�o
2 o
2z
00
og
c �
mo
E_
m
a o
°(D
Z N
0
X
X
�(D
O Y
r 0
0 0
o Y
Q
N Y
7 �
U N
(D O
O U
--E 2
(D !n
(5 �
O
N U
c O
O
O
O .2
(B
U
o c
(n.O
� U
_
N O
� U
m O
QY
a -0
w a
(D -E
OUTLET W/DITCH
OUTLET
W/O
DITCH
D
CLASS 'B'
RIP RAP
CLASS
I RIP
RAP
CLASS
'B' RIP RAP
CLASS I RIP
RAP
TONS
aEo-
T E XT I L E
S - Y .(S
S.Y.
TONS
aEo
T E XT I L E
-Y-)
TONS
GEo-
T E XT I E E
S.Y.
TONS
GEo-
T E XT I L E
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
-
49
26
50
-
-
28
17
38
54"
-
-
60
33
62
-
36
21
47
60"
-
-
73
40
75
-
44
26
56
66"
-
87
48
89
54
32
67
72"
-
-
102
57
104
-
64
38
78
NOTE:
FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LB
CLASS I RIP RAP = 105 LB
B
D SLOPE 1/2.1 OR FLATTER
r
0� n D
H
�0
�o T
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
4 X D
SECTION B -B
PIPE OUTLET WITHOUT DITCH
B
z
O C)
F -I }
Qa
L L J d H z
O O _
WQzLL_
Q U cc 0 CD
H
�= 2'- Lu
Cn H- LL O J
OOCn�
z 1--I
1 W�
0
Lu
J
H
OO
LL
CD az
I-1 H
a °'
� a
0
CC a
Q ac
co a
� F -I
Q °C
0 cc
QO
O LCL
0
H
HEET 1 OF 1
876.02
MIN. 10 GA.
LINE WIRES
8" MAX
* FOR REPAIR OF SILT `
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
I-HUNI VILW
STEEL POST
WOVEN WIRE FABRIC
1 --SILT FENCE FABRIC
^I
MIN.
SIDE VIEW
2-1/2 GA.
IEDIATE
NOTE:
USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND
NEVER IN AREAS OF
CONCENTRATED FLOW.
FILL SLOPE
GRADE
8" MIN. COVER
OVER SKIRT
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
NOTES & MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5. REMOVE SEDIMENT DEEPER THAN 12".
NOT TO SCALE
TOWN OF SOUTHERN PINES TEMPORARY SILT FENCE [_�
DATE: JANUARY 2009 DETAIL
TEMP. STONE
DITCH CHECK
STRUCTURAL STONE
5
BACK
SLOPE
ISOMETRIC VIEW
EDGE OF PAVEMENT NOTES
USE CLASS B EROSION CONTROL STONE FOR
STRUCTURAL STONE.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS A STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
GRADE LESS THAN 30.
CROSS SECTION
VEE DITCH
\L UNUUNU
KIATIID AI aROUND
CROSS SECTION
TRAPEZOIDAL DITCH
BASE OF DITCH
-----------------------
12" MIN.
FLOW 12" MIN.
4'-6"
ELEVATION VIEW
z
O Cn
H
Q Q
Iz-I 0~C 0 U
LLJ0-
00u)=
I•
-Iz
0 0 u) 2
°C z
W Q LL =
Q U O H
H
�= zw
Cn H- LL O J
OOCncr
z 1--I
Hcl
Iui
0
19
r.1
cc
0
LL
z �
� W
< v
0 �
0 J
� H
0 y
Z
F V
O
Q Q
CL
W
SHEET 1 OF 1
1633.02
CA
SEAL -
T oa 7a13
•• �l- Iq• a9 -
0pRNC�N
rn E
CD � o _O
n vi
N� O
o =
U
E
Lu o E U
H - 3
Q U 3
~ � O
Lu U. (D N
a O o i Z
O a) 1D a
(D 00F-
zzU-)ro U
L
�••�
W � x cn
L_
U)Lf) _q
:I -
c:)
L Z
o = O
``� H
� W
M
rj M
� J
Lu .�
00 H �••�
CID
10
(D
O
CD
O
2
F_
0 E
_ _O Q
a 47 °
O
U Q DATE
> CID
}' 09/19/19
O
} DRAWN BY
GSS
• DESIGNED BY
• GSS
• CHECKED BY
• CMK
• • SCALE
N/A
E
W
> J
0 _j
^� Q
ii
W
0
H�
z
~ V/
J
0 fu
W
U
= O
O J
z 0
I �/
W 12.
uo z
� z 0
a
W W
�>
0 1--I
LL 10
�c W
0 []
^U)
W 0
ti
O
^L` W
\^W
i
�0
V
JOB NO.
43194
SHEET NO.
28
0
•
�o
2 o
2z
00
og
c �
mo
E_
m
a o
°(D
Z N
0
X
X
�(D
O Y
r 0
0 0
o Y
Q
N Y
7 �
U N
(D O
O U
--E 2
(D !n
(5 �
O
N U
c O
O
O
O .2
(B
U
o c
(n.O
� U
_
N O
� U
m O
QY
a -0
w a
(D -E

m
U)
0
C�
d
L6
0
rn
rn
0
0
L
41
9
EROSION & SEDIMENT CONTROL LEGEND
RPO
ST'D. RIP RAP AT PIPE
® IP ST'D. TEMPORARY INLET
BAR
F
.o
OUTLETS
_
PROTECTION
=
SEAL
=
SF
ST'D. TEMPORARY SILT FENCE _ RSC ST'D. TEMPORARY ROCK SILT
04788? -
�'a° • 9�
CHECK TYPE B
�b,L
SFO
ST'D. REINFORCED SILT
FENCE OUTLET
a, E
� o
— —
--- —OHP— — — — - — - — —OHP-- - — — --- —OHP— — - --OHP— — - — —OHP— — - — —OHP-- - — —OHP— --- —OHP— — - --
r, °;
N�
0
z E
_O
O
_
W o
0
i<u j
V
47
H
Lu 1 ■ Q)
i p
/ - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
I
U.
< (J N
< Oo
_
—Lu-
c�o
US 75-50 HWY
z z Ln
L
- - - - - - - - - - - - - - - - - - - - -
145' R/W
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Q i
C7 Ln
a■■�
m
W
_ _ _ _
--
I
-
o
4-
_
Q
,-,
>
i
Lu
X96 SPC NC NAD83(2011)
TBM - REBAR AND CAP / _ _ _ - - - " _ -
w
.�
-- N;521617.30 i _ --- ---
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --ET8-692D5zJ2- - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
00 H
4.11
_
Z1394.21
(D
U)
-- -- -��---------------
.�
_--
\ -- �� ---------------- ----- _ � � -
-- - ---- -- - ----
� �----� /�_-_-- ,�/"moi /_\v -^\ /�- -
�
(D
—5 —
�' -_ _--- - - - -_ _ _ --- - - - -- - Fa _-,39zq--
2
--- --_--ate i -�-_ - -
h a -_-_ \�\-15" RCP-- - \ --- \� --- -- -- ---------- -------------� --� -_��
gy60 \ T\ ------= 15 RCP - - - - - 396- - 6- - - - - - - - - - - - - - - - - - -�_ - -
- - -
-- - - "� L — — — —t14 �. '� - - - 392 - - - - - - - - - -- - - - - - - - - - - - — — — — — — — — — - — — - - - - - — — - _- -_- -_� -�
- - - li �M _ - - - - - - - - - _ _ — — — �0 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_ _ _ _ _ _ — - - - - - - -
- _ - _ -� - - - - - - - - - - - -- _ _ - - - - -39-1 - _ - - - - - - -389- - - - - - - - - - - - - - - - - - - - - _ = 388- - - - - - - - - - - - - - - - - - - -
39e- 388- 38�
"
O
a■d
COQ i �9 \\ 396 - - - - - - - -
_ - -337 - - - - - - - 39� - - - - - - - - - - - - - - -347-- - 3g
c,� �• W I \ 9 _ _ _ - _ - - - _ 396 - - - - - - - - -398- - - �� �-
� 3�i
_ - -- - - - - 386 - - - - - - - - — — -_ -� -- - - -- -_ 386 -� -� -_ -=
__ _ _ \ \ - - - - - - _
- - - ��►� CPpt \ 9 _ - - - - - - - - - - 389 - - - - - - - NATE SIN€ _ 38fi - - -
AW-
---- 388 - - - - - _ - fi2AM-Ass6lflL� - - - - - - - - - _- - - - - - - - - - - -384 --_-_-_-_- -_- -_738 - - - - - - -
tD-L6CicTED-_ - X85- \ 386----�-=
_ - - -�J-2_�_
~
0
Q%
399 _---___
i------- _---------`� _�Ot1L�id0�flELu
__-384-------------------383-- -----------------38
_ _ — —
------------- — --------------383-------- _------38�-- _ ---- _------------ 38 -----81 ..
38-1 ---
w
a
C
w'-----_-
- ----'—M 1\
_ __
_ -_-- -- — — — — — 38R= _ - - - - - 7� — — — — — �8 \ \ \\ 384 - _ _ = - - -
/ - - 382 - - - - - - - - - - - - - - -� _ s� - —_ - — - - -
-. �
~
_
_0
Q
400'�� r--
\
_ _ —��T. __-- -_^ .`7� -- _
- ------ _- ----- _ -----
-- ___ �- __ _
a
Q �- - / / r ' i
/ 1 y�E� - - -38 _ ��
z
- � ' NY '
l l 1 1 1 / l PO
� �
(j)
DATE
-�
PIN: 856220817779
DB: 442 PG: /
/ 00029985 r r � - \
PIN: 856220819203 / / - ' /
1 l l SC
�
O
_
a-'
09/19/19
DRAWN
BY
867 �� / „F, ,' / / 1 �' r 1 / DB: 4478 PG: 454 , /
r � �
JESUS CHRIST OF LATTER DAY, SAINTS CHURCH - ' ' ' / / / / � 1 / /
_ CHARLES E GRANTHAM
- - M ,
>_
HIGHWAY 15 - 3g4'' SFr' �' ' / / ry,'�
REFER T/O S E / / /' / HIGHWAY 15
REFER TO SITE
STPRMYVAT R PLANS / ' 4GSS
FOR S17OR PIP
DESIGNED BY
STORMWAT-E-R7'LANS �/ ,' ,' rr 1 / / /
OR STORM PIPE_ ' r / , I�TW¢R SIGN/ ^
•
- _ _ 99 — — ,
NETWORK DE-S1'GT\1 � '
— — r' — — — '� — —�— — — — — — — �' — — — — — — — �'— — — — — — — — — — — — — — —
' / r
GSS
/
'
r' SF �' '' � •''
�
•
��
_ - - - -f / / �R' /
r v r /
' / / /' / / / / r l _ - i � � ,
•
CHECKED
BY
/ -395- - - - � , `' .'3�
/ 'r / / — /y- SCALE 1"=30' — —
SCALE
.''— ,' ,' /, /r
X80 � /l
----
394- _ / /�,�
r -
/ / ��
30' 60'
•
1 " - 30'
_ _
�41 1p
•
U,
/
r �� ' f
r ' � '
r I /CL
E
/0 r 0
It // — // / 1� 0
>
0
1w 0 -
// I 1
O
O
0
o Co
00
O
//
/0 Q
U)
4 000
o
/o
Z O
a63-
\ o' \ , ,' b
/' ' j
Q
DODO)
Co
°�o
/ ,' ,' r' r
/ ®/\ ,/
\ / � 00992486
/ �O
' �\
Iz-I
J
a
o, °
/' /'' /
/�' \ PIN: 856108992733
/ / / / / \ / \ / / } // 0 DB.3693 PG.25
) / i / REMOVE 1, LLC
fu O
J
°
C' r 0 ° o
�o 1, 0 0 0
ZC� o o 00024265
\ G!r °
�I / // /' /� / / NCOOT CONSTRUCTION / / \ �� EX. 15" RCP FOX HOLLOW
-/- / G _ _
�' _ \ , ,. / EASEME T �-�- / / / J - _ _ -� _ _� _
34G• _429---
- \ / / �\ \ \
Q
� U
0
O
_ _ _ - �Q� D.B.
-
6,/
° ( ° -
o PIN: 856220808127 / \ / /-� / / / „ „ I \ \ \
° DB: 4390 PG: 82 I _ \ �I , 1 / 6 -�" \ , _ - _ _ _ - / _ r ° PROP. 19"X30" ELIP. RCP
o CHARLES EGRANTHAM r/ / / - Oi / \
° / REFER TO SITE PLANS / I s
' -'CANTON I NASEMEDH. / - ' / \ /' o
2
fu
LL
z
o o RD
/ �� _ _ _ _ _ _ _ — - -
r \ / �� %
g-342 P'. /,/ r /'/�/ L / ' r ° SIZED BY OTHERS r- _ - - - - 6±3:_ = �' . � - --u s9.
O 0
°
--___ °°° DW i42 R AY
- �
\ `
/ _ _
;�%j�� l / �IIr. / SC P A \- �o /l li \ ° �'-NCOORiiIONTOFMa►Y-------=_= 3s _ =r� v_/ �- — :_7--;;-._=_ —_f_ -- --- _-- -W
�S/ Y-� // / U TIC — UG T/C — — — — UG T/C _ _ \ _ =JJG T
Iil ' 1 I ' 1 \\ °° ' G
O
U
_ o \
A ----
---------- _ �D
1�..�
—_—_--- \'\ , A__
�� 2 _ �T�_
\ _ _ _ _366 _
---__ __ I _ _ _ _ a - o _ _ _ - - - - - ��'1�8��' WAG r/C = �\ - - \
. / I I ` / \ � \ \
- - 19"X 0" ELS �'
Q
S --- -sem
0
I I - - _ _ - _ - - G r2r•= _ =-ver
1-
NCDOT
IPS UG Ti EASEMENTNSTRUCTION - - - \ -
\ -
l _ - - _ _ _ _
W '
w
UG T/C� ` D.B. 342 PG. 429 / - - ��� �`_l ?
UG _ _-_
\ _ _ _ _ _
\ 7
J — \ \
_ I\\\ - -
j' �' 1/C ' � - O �3
W
-} _ � UG T�� o UG T/C� \ -
\ /// L
o - - - - - - - -��_
T/C— — _ — UG T/C
_ _- —'-r ---Ufz
/ _ - - - _ _
UGTIC °o \�G UG TIC 1JET-lC-s=�—�df;L� _i -- �UGT/C_� �'� --� /__-- 0°°0000 y AUG jL-�" 36Pr� C_ � --- GT/C—
\ - ' / 0 0 �_
W LU
I��I/..�I
UGc - - - - - - - - - - - - - - - -�--G
-----_--- �� o��GT/C- _ ?- T6� --UGT/C_---- —�-J �- ��/____-----
�� - o -� _ W— W ----C=_-- i
- - - - - - - - - - - - - - \
- _ 0 0 0 0 0 0 0 ��--� _
'
f�f - - - - �o�. —C� 36�-
'^ -- �_ i �� o UGT/
- i o! �= �___ - 36
EW
=
Vl
- -
--
- - - - o° 12" WATER PLOTTED FROM ASBUILTS COULD i \ - ' " ' _ _ _
--�- oo ---___ FIELD LO TE ---------
I
_ - - _ p�
_ _ i -
- - - i ' _ � r ���° o ! -
i' ---- -� / �i i��.eT
—i O0
_
L O
,��(
W
_
-T c) �-
Gt o
LL
^ Q
ii
z
0
O
AREA OFD.6.4390 �- --== _ -
-�_
TAKEN BY NCDOT PG. 82 0 - - - -
- - - - - - - - - - - - - - - - -
DB. 342 PG. 0 — -
__--- --"��� o
Ap
- - N j / o
BM / i i j% o
O
Z
429 / \ C�
53787.8 S.F. o ---- _-------- �--.-�3-------- - / p /� _ 1 / 0
_ /
1.235 Acres 0 0 ® - - - - _ r / MOf��rSr RIGi �Zg�AY�� �' UG o
y ^� 0 -__-_-/--- -3G2 ____ - _-_----�6z�_ i NCDO34-2-' " °
0
/�
V) ~
, ^
Vl
O
FO ,
0 °
11E� °
o
�i 1
-
h�' TBM - REBAR AND GAP - - 86 - _ � -- �= - - _ _ - ' iLu
° �'� �r/C
-2- ' - - -
W
\P SPC NC NAD83(2011)` - - - - - - , ;
\,,I� 00 N:519593,44 E:1868864,67 - - - - - IP_ _ - - - _ ,'-9`
- - f cM
■ —
— —� — — — — — — — — — — — —
O
\ O
° ------ _,�_ �— —
EROSION & SEDIMENT CONTROL LEGEND
----------- —---- \- , -�- ,_-
p
"
ST -D. RIP
4�� 0 RPO
RAP AT PIPE ® IP ST'D. TEMPORARY INLET
Q
®-'
OUTLETS
- 0
PROTECTION
(n
°
A'
o �
SF ST'D. TEMPORARY SILT FENCE RSC ST'D. TEMPORARY ROCK SILT
JOB No.
o
CHECK TYPE B
43194
o
SCALE 1"=30' SFO ST'D. REINFORCED SILT
SHEET NO.
°
FENCE OUTLET
2C
0
0 30' 60'
41
9

GENERAL NOTES:
ADAPT THE TRAFFIC CONTROL PLANS, AS DIRECTED BY THE ENGINEER, TO
MEET FIELD CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC
MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE
DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT
ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF
DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING
OR REMOVAL OF DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
OR DIRECTED BY THE ENGINEER:
A)DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF
TRAFFIC OF AN OPEN TRAVEL WAY UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER.
LANE AND SHOULDER CLOSURE REQUIREMENTS
B)REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT TO BE
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
C)WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF
AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING NCDOT
STD. 1101.04 UNLESS THE WORKAREA IS PROTECTED BY BARRIER OR GUARDRAIL.
D)WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE,
CLOSE THE NEAREST OPEN TRAVEL LANE USING NCDOT
STD. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT
TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE
NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02
UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
E)WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS OR AS DIRECTED
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
F)DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVEWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH
GUARDRAIL OR BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
G)BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A
DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED UNITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER.
H)DO NOT EXCEED A DIFFERENCE OF 2.0 INCHES IN ELEVATION
BETWEEN OPEN LANES OF TRAFFIC. INSTALL ADVANCE WARNING UNEVEN
LANES SIGNS (W8-11) 500 FT IN ADVANCE AND A MINIMUM OF ONCE
EVERY MILE THROUGHOUT THE UNEVEN AREA
TRAFFIC PATTERN ALTERATIONS
I)NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
N)INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS
PRIOR TO THE BEGINNING OF CONSTRUCTION.
O)ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC
PATTERN.
NOTES:
1. ALL FINAL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS TO BE
THERMOPLASTIC AND MEET NCDOT STANDARDS.
2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
TWO-WAY UNDIVIDED (L -LINES
END ROAD
ROAD WORK G2o-2a WORK
HEA 820-1
48'x24" 48"X48"
DETAIL B
z
O U
DETAIL A BEGIN
POSTED SPEED LIMIT
F-4}
ROAD
EXIT RAMPS
1101.05
Gro-za
ROADNWORK 48"X24" WORK SP -11299
a8"%a8"
MAIN ROADWAY WORK ZONE
C-)
55
_ _ ► _ _ _ _ _ _ ► _
1--I c
500' CONSTRUCTION 1000' +/-
1f
LL J 2-1: 1--1 z
LIMITS
BARRICADES - TYPE III
O 0 U
FLAGGERS
DIVISION 12
- PAVEMENT MARKINGS, MARKERS AND DELINEATION
WORK
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
W Q Q W =
PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS
CONSTRUCTION LIMITS Oq 5 r
4S 4 00 /
U O CD
H
« «
PAVEMENT MARKINGS - TURN LANES
END
G20 -2a �
NOTE: SIGN NOT REQUIRED IF ADVANCE WARNING ROAD WORK 48"X24"
SIGNS HAVE BEEN PLACED ALONG -v- LINE
THAT RAMP INTERSECTS. IF CONSTRUCTION
= z W
fnHUOJ
([ H
OO(na
z H
>
� H
1205.08
y
48X48"
PAVEMENT MARKINGS - PAINTED ISLANDS
LIMITS ARE AT END OF RAMP, PLACE SIGN
AT END OF RAMP.
T
1 w
1251.01
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
f
CONSTRUCTION 500'
LIMITS
L SPACE
Q =
HU�O(D
REGIN E"° G2Q 2a
ROAD WORK
_ z
w
I.V
O
DETAIL C
ROAD 48'X24"
WORK
W OLEFT
LL
48"X14899
ENTRANCE RAMPS
H
4"
Q=�-z 1-..1
N
CHANGEABLE MESSAGE
MAIN ROADWAY WORK ZONE
_ _ _ _ - _ _ _
z
cc 0
SIGN
UJ
48"X48"
OW
GENERAL NOTES
A
N =
1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS
�C '
Ur
COVERED.
5p0 CONSTRUCTION LIMITS
Aja
z
STATIONARY -Y- LINE ADVANCE WARNING SIGNAGE
ISREQUIRED UNLESS THERE IS MORE THAN 1000' OF
IF LIMIT$ ARE NEAR RAMP
1--i Z
2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3
TERMINAL SIGNS SHOULD
BE PLACED NEAP TERMINAL
L/�
Y/
CONSECUTIVE DAYS.
ROAD
< Z
L/�/
NJ
U
WORK
AHEAD
D
3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
W20 -i
48'x48"
Vi
50 TAPER BUFFER
TAPER
Q
3
4- ERECT SIGNS PER RSD. 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U -CHANNEL AND SQUARE
N
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR
Q
w y
WORK ZONE SIGNS.
I
DETAIL D
TMA
ROLL -AHEAD
TMA DISTANCE
SPACE
5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01.
-Y- LINES
< Z H
SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF EACH ROADWAY
MWORK
W20-4 W3-4
48" X 48" 48" X 48"
6- DO NOT BACK BRACE SIGN SUPPORTS.
ZONE
> J
W 0
ROAD
} 0 N
7- TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI -LANE
END 111 111 WORK
G20 AHEAD
Q
FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE
-2a RonD woRK W20-1
48"X24"
O a
ENGINEER.
I I as"xaa"
Q W LL
WITH 2 -WAY TURN LANE
SD 0' 500'
I
o
Q Z 0
w M J
-Y- LINE
O
7- POSITION THE TMAs TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE
Q '
N
ALL OTHER DEVICES ARE THE
5
�1111 soo'
"
i
8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY, UNLESS DIRECTED
OTHERWISE BY THE ENGINEER. PLACE CMS APPROXIMATELY 1 MILE IN ADVANCE OF THE FIRST
END
ROAD WORK 420X24
CONSTRUCTION 48'X24"O
6%"X48"
SIGHT DISTANCE AT THE FAB LOCATION. IF NEEDED EXTEND LANE CLOSURES AT THE
BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTAN6E TO THE FAB IS MET (SEE RSD.
W20-5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS
1/2 MILE IN ADVANCE OF ANTICIPATED BACKUP. MONITOR TRAFFIC, AND WHEN NECESSARY,
0-1 LIMITS
3.0
LEGEND
STATIONARY SIGN
DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
INCREASE SIGN SPACING TO 1000'+/-.
3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED
SHEET 2 OF 3
W
NO STATIONARY -V- LINE ADVANCE WARNING
«DIRECTION OF TRAFFIC FLO
SIGNAGE IS REQUIRED UNLESS THERE IS MORE
THAN 1000' OF CONSTRUCTION ALONG THE -Y- LINE.
1101 .01
TWO-WAY UNDIVIDED (L -LINES
END ROAD
ROAD WORK G2o-2a WORK
HEA 820-1
48'x24" 48"X48"
ROADWAYS INTERSECTING ALONG
TWO-WAY
UNDIVIDED WORK
RECOMMENDED
POSTED SPEED LIMIT
MINIMUM
(MPH)
SIGN SPACING
1101.05
o
so
500'
55
1000'
ROADWAYS INTERSECTING ALONG
TWO-WAY
UNDIVIDED WORK
ZONE (Y -LINES)
MAIN
ROADWAY WORK ZONE
1101.04
TEMPORARY SHOULDER CLOSURES
1101.05
WORK ZONE VEHICLE ACCESSES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1f
DRUMS
ROAD
BARRICADES - TYPE III
ND
FLAGGERS
DIVISION 12
- PAVEMENT MARKINGS, MARKERS AND DELINEATION
WORK
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
Roao woaK
PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS
1205.04
PAVEMENT MARKINGS - INTERSECTIONS
HEA
PAVEMENT MARKINGS - TURN LANES
G202aW20-1
48"X24"
PAVEMENT MARKINGS - LANE DROPS
1205.08
PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
48X48"
PAVEMENT MARKINGS - PAINTED ISLANDS
1250.01
PAVEMENT MARKER SPACING
1251.01
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
1253.01
LINE
L SPACE
Q =
HU�O(D
MESSAGE MESSAGE
_ z
w
co~
No. 1 NO. 2 LEFT LAN 6�0-1
y
W OLEFT
MERGE CLOSED
y
H
4"
Q=�-z 1-..1
W4-2LCLOSED 48" %48" 48X 48"x 48" (SEE NOTE 7)
CHANGEABLE MESSAGE
OOC/1Q
1_4
SIGN
UJ
48"X48"
W21 -5A
A A k WORK AREA
A
»
ROAD
Lu
I�I��
W
•_
ENDNO
420-a
ROAD wORK 48'X24"2
STATIONARY -Y- LINE ADVANCE WARNING SIGNAGE
ISREQUIRED UNLESS THERE IS MORE THAN 1000' OF
WORK
CONSTRUCTION
• • • • /\� � WORK AREA
ry © 1r ©
CONSTRUCTION ALONG THE -V- LINE.
W20-1 HEA
LIMITS
N
NJ
U
TRAFFIC
48"X48„
T Q
1
- - - - - - - - - -
- -• � • •- • -• ; •- • - • - -
1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK
UNLESS COVERED.
2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3
CONSECUTIVE DAYS.
3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
4- ERECT SIGNS PER RSD 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U -CHANNEL AND SQUARE
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR
WORK ZONE SIGNS.
5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01.
6- DO NOT BACK BRACE SIGN SUPPORTS.
z
Ocl)
F }
QQ
Lz-L�(=ISU
LL _j
o00=
w<< m
U
Q O H
H
fnHLLOJ
0 0 U
z _ H
,I Lu H
o�
I.V
O
LL
N N
Z W
C'3 ~
LL y~
LL J
1 i Z
Q ~�
Z
cc
o aC
3W
zUJ
• \ / V N
Z
U �Z
Q Q �
Q
Q
0 1
N O
3
�C ~
QT.
O
LEGEND 3
H STATIONARY SIGN SHEET 3 OF 3
« DIRECTION OF TRAFFIC FLOW 1 10 1 . 0 1
TRAFFIC CONTROL DEVICES
P)SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE
THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON -CENTER IN RADII, AND 3 FT
OFF THE EDGE OF AN OPEN TRAVEL WAY, WHEN LANE CLOSURES ARE NOT
IN EFFECT.
Q)MAINTAIN DRIVEWAY ACCESS AT ALL TIMES.
R)PLACE SETS OF THREE DRUMS PERPENDICULAR TO THE EDGE OF THE
TRAVEL WAY ON 500 FT CENTERS WHEN UNOPENED LANES ARE CLOSED
TO TRAFFIC. THESE DRUMS SHALL BE IN ADDITION TO CHANNELIZING DEVICES.
PAVEMENT MARKINGS AND MARKERS
S)INSTALL TEMPORARY PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE INTERIM
LAYERS OF PAVEMENT AS FOLLOWS:
ROAD NAME MARKING MARKER
US 15/501 PAINT TEMPORARY RAISED
MORGANTON ROAD (SR 1205) PAINT TEMPORARY RAISED
T)PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION
AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
U)TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
LINES.
V) REMOVE/RE PLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY
THE END OF EACH DAY'S OPERATION..
MISCELLANEOUS
W)CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND STORAGE OF EXISTING
ITEMS TO BE REUSED DURING THE PROJECT. THESE ITEMS INCLUDE, BUT LIMITED TO
EXISTING SIGNAGE AND EXISTING GUARDRAIL.
STANDARD SPECIFICATIONS:
1. NCDOT ROADWORK SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE LATEST
EDITION OF NCDOT'S "STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES".
2. ALL CASTINGS SHALL BE DESIGNED AND INSTALLED PER NCDOT
SPECIFICATIONS.
STANDARD DRAWINGS:
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD
DRAWINGS" HIGHWAY DESIGN BRANCH - NC DEPARTMENT OF
TRANSPORTATION -RALEIGH, NC, MOST RECENT EDITION ARE APPLICABLE TO THIS
PROJECT AND BY REFERENCE ARE HEREBY CONSIDERED A PART OF THESE PLANS.
STD. N 0. TI TLE
DIVISION 11 -
WORK ZONE TRAFFIC CONTROL
1101.01
WORK ZONE ADVANCE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.05
WORK ZONE VEHICLE ACCESSES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1130.01
DRUMS
1145.01
BARRICADES - TYPE III
1150.01
FLAGGERS
DIVISION 12
- PAVEMENT MARKINGS, MARKERS AND DELINEATION
1205.01
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02
PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS
1205.04
PAVEMENT MARKINGS - INTERSECTIONS
1205.05
PAVEMENT MARKINGS - TURN LANES
1205.06
PAVEMENT MARKINGS - LANE DROPS
1205.08
PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
1205.09
PAVEMENT MARKINGS - PAINTED ISLANDS
1250.01
PAVEMENT MARKER SPACING
1251.01
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
1253.01
SNOWPLOWABLE RAISED PAVEMENT MARKERS
PHASING
STEP 1: USING THE APPLICABLE ROAD STANDARD DRAWING (RSD), INSTALL ADVANCE WARNING
SIGNS ON US 15/501 AND MORGANTON ROAD (SR 1205).
STEP 2: PLACE REMAINING TRAFFIC CONTROL DEVICES PER APPLICABLE RSD.
STEP 3: USING APPLICABLE RSD, BEGIN CONSTRUCTION OF THE PROPOSED ROADWAY WIDENING
FROM STA. 103+66 TO STA. 105+86 AS SHOWN ON SHEET 3 AND SHEET 4 UP TO BUT NOT INCLUDING
THE FINAL SURFACE LAYER. ENSURE THAT RUNOFF DRAINS ANDTHAT PONDING IS PREVENTED.
STEP 4: USING APPLICABLE RSD, COMPLETE CONSTRUCTION OF THE PROPOSED ROAD WIDENING
FROM STA. 208+13 TO STA. 209+52 UP TO BUT NOT INCLUDING THE FINAL SURFACE LAYER.
STEP 5: USING APPLICABLE RSD, COMPLETE CONSTRUCTION OF THE PROPOSED ROAD WIDENING
FROM STA. ???+?? TO STA. ???+?? UP TO BUT NOT INCLUDING THE FINAL SURFACE LAYER.
STEP 6: USING APPLICABLE RSD, MILL/OVERLAY APPLICABLE AREAS AS SHOWN ON SHEET 3 AND
SHEET 4. PLACE FINAL SURFACE LAYER AS APPLICABLE.
STEP 7: USING APPLICABLE RSD, PLACE FINAL PAVEMENT AND MARKERS IN ACCORDANCE WITH
SHEET 3 AND SHEET 4.
2 MILES MAX.
z
LEFT LANE CLOSURE
SHOULDER
z
O U
O
0
MEDIAN
L " '
100' TO 200' •
1-i}W200-4
•
a
••
=
z�=
y
• • • • WORK AREA .►
U
J e--,
"'%148
Q
W SOI
- - - - - - - - T - - _ _
- - - • F • - • -• AF 0--• • -• -
48" X 48"
H (�
y y
W Q z W ^
HU 0
LLJoCDz
00�=z
C
[C>b b b
20'
20'
LL _j
• •
LL _J
MAX.
MAX. OA ✓I © ✓1 © t4
0 -
0 z ..
W < u-
1 MILE INITIAL PLACEMENT
MERGE TAPER BUFFER SEE NOTE 7 200' MIN.
a)
(D CO
(SEE NOTE 8)
L SPACE
Q =
HU�O(D
MESSAGE MESSAGE
_ z
w
co~
No. 1 NO. 2 LEFT LAN 6�0-1
10' PAVED SHOULDER
W OLEFT
MERGE CLOSED
ROLL-AHEAD
LANE RIGHT
4"
Q=�-z 1-..1
W4-2LCLOSED 48" %48" 48X 48"x 48" (SEE NOTE 7)
CHANGEABLE MESSAGE
OOC/1Q
1_4
SIGN
UJ
48"X48"
W21 -5A
A A k WORK AREA
A
»
LL F
0 O Q
O Cn
Lu
RIGHT LANE CLOSURE b b MEDIAN b SHOULDER TAPER
W
•_
�L
O
y
11
• • • • /\� � WORK AREA
ry © 1r ©
IQ O 2 -WAY
DOWN
� H
N
NJ
U
TRAFFIC
STREAM
E
T Q
1
- - - - - - - - - -
- -• � • •- • -• ; •- • - • - -
50 TAPER BUFFER
TAPER
T Q
LL = z
MAX. 50'-100' SPACE
100'
NE AN BE •
PREPARED
w y
ROAD
TO STOP
I
© © O
TMA
ROLL -AHEAD
TMA DISTANCE
SPACE
AHEAD
1 MILE INITIAL PLACEMENT
MERGE TAPER BUFFER SEE NOTE ] 200' MIN.
SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF EACH ROADWAY
(SEE NOTE 8)
W20-4 W3-4
48" X 48" 48" X 48"
W20 - 7a
48" X 48"
MESSAGE MESSAGE
TMA
W 0
NO. 1 NO. 2
IGHT LAN IGHT LAN
INSET FOR 2 -LANE
ROADWAYS
RIGHT MERGE aose0 aosEO
DISTANCE
vJ
LANE LEFT AHEAD
W20-5 W4 -2R W20-5
(SEE NOTE 7)
o
CLOSED 48" X 48" 48" X 48" 48' X 48'
WITH 2 -WAY TURN LANE
Lu
o
Q Z 0
w M J
GENERAL NOTES
1- IF NECESSARY USE THIS RSD. FOR ONE-WAY CITY TYPE STREETS WHERE SIGNS MAY BE
7- POSITION THE TMAs TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE
Q '
MOUNTED ON BOTH SIDES OF THE ROADWAY.
ALL OTHER DEVICES ARE THE
SAME AS ABOVE
(A O
8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY, UNLESS DIRECTED
OTHERWISE BY THE ENGINEER. PLACE CMS APPROXIMATELY 1 MILE IN ADVANCE OF THE FIRST
9 O 1
O LL
SIGHT DISTANCE AT THE FAB LOCATION. IF NEEDED EXTEND LANE CLOSURES AT THE
BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTAN6E TO THE FAB IS MET (SEE RSD.
W20-5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS
1/2 MILE IN ADVANCE OF ANTICIPATED BACKUP. MONITOR TRAFFIC, AND WHEN NECESSARY,
Ow
1101.11, SHEET 2).
MOVE CMS APPROXIMATELY 1/2 MILE IN ADVANCE OF ANTICIPATED BACKUP.
4- �
3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED
CC U
W
LIMIT. PLACE DRUMS ALONG THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO
CENTER LANE CENTER LANE
CLOSED tr WORK AREA ,.,� CLOSED
= Lu
z I_ z
(/,
2 TIMES THE POSTED SPEED LIMIT.
DIRECTED BY THE ENGINEER. -• FLASHING ARROW BOARD
W20 -s •
W20-5
�l
H O
>
~
SIGN SPACING.
aa" x aa"
ae" x 4e"
J
J
® TRUCK MOUNTED ATTENUATOR(TMA)
Q
Q
♦�
fXD CHANGEABLE MESSAGE SIGN (CMS)
Q � r
6- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW BEGINNING WITH DEVICES ON THE UPSTREAM • DRUM
SIDE OF TRAFFIC. REMOVE LANE CLOSURES AGAINSAT THE TRAFFIC FLOW, BEGINNING WITH
W4 -2L W20-5
48" X 48" 48" X 48"
SHEET 3 OF 14
DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
�
1 1 0 1 . 0 2
E10- DIRECTION OF TRAFFIC FLOW
2 -WAV
TRAFFIC
DOWN
STREAM
O W
1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
W
Q
LEGEND
TAPER BUFFER
BUFFER TAPER
0
50'-100' SPACE
SPACE 100'
Q
STATIONARY SIGN
GENERAL NOTES
3- USE STATIONARY SIGNS FOR OPERATIONS IN EFFECT LONGER THAN 3 DAYS.
b PORTABLE SIGN
oa"
O z
1- RIGHT LANE CLOSURES ON UNDIVIDED ROADWAYS ARE THE SAME AS FOR DIVIDED
J
- PORTABLE CONCRETE BARRIER
GENERAL NOTES FOR FLAGGING OPERATIONS 11-
IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
zz
1-
REFER TO RSD. 1101.11, SHEETS 1
& 4, FOR "L" DISTANCE AND SIGN SPACING.
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
cc
'• FLASHING ARROW BOARD
2- REFER TO NOTES ON RSD. 1101.02,
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
2-
INSTALL LANE CLOSURES WITH THE
TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
WARNING MEASURES ALREADY EXIST.
(96"X48" MIN.), "CAUTION MODE"
UPSTREAM SIDE OF TRAFFIC.
Q Q
3-
REMOVE LANE CLOSURES AGAINST THE
TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
GENERAL NOTES FOR PILOT CAR OPERATIONS
• DRUM
DOWNSTREAM SIDE OF TRAFFIC.
O N
10 PORTABLE SIGN
1-
USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
4-
PLACE CONES THRU THE WORK AREA
AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
0 d
THE POSTED SPEED LIMIT.
2-
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
Q ^
5
EXTEND CLOSURES AT THE
STOPPING SIGHT DISTANCE IS
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
THE WORK AREA I� A PILOT CAR.
W
W
USING
0 z
(REFBUFFERR
DELANE
D TO
PROVI3-
TO RSPAC11SSUC1ITHAT
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
~ Q
6 -
D NOT STOP TRAFFIC IN ANY ONE
0 0 S 0 C 00
DIRECTION F R M RE THAN MINUTES AT A TIME.
0 5 U S
_J
4-
MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
I
7-
DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
THE PILOT VEHICLE.
N
FOR SKINNY DRUM REQUIREMENTS.
CONTROL
5-
THE CLOSURE.
DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE LEGEND
8-
USE FLAGGERS TO TRAFFIC
SUPPLEMENT FLAGGERS LOCATED AT
AT INTERSECTIONS AFFECTED BY LANE
INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20 -7a)
CLOSURE MEASURED FROM THE BE I NING OF THE MERGE
TAPER Tb THE END OF THE LANE CLOSURE.
PLACED APPROXIMATELY 250 FT. IN
ADVANCE OF THE FLAGGER. FOR SIGNALIZED
� FLAGGER
INTERSECTIONS PLACE SIGNALS IN
THE FLASH MODE AND USE LAW ENFORCEMENT. 6-
ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND • CONE
9-
REFER TO THE CURRENT MUTCD FOR
FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS.
10-
DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
IQ PORTABLE SIGN
SHEET 1 OF 14
AS DIRECTED BY THE ENGINEER.
DIRECTION OF TRAFFIC FLOW
11101 . 0 2
PHASING
STEP 1: USING THE APPLICABLE ROAD STANDARD DRAWING (RSD), INSTALL ADVANCE WARNING
SIGNS ON US 15/501 AND MORGANTON ROAD (SR 1205).
STEP 2: PLACE REMAINING TRAFFIC CONTROL DEVICES PER APPLICABLE RSD.
STEP 3: USING APPLICABLE RSD, BEGIN CONSTRUCTION OF THE PROPOSED ROADWAY WIDENING
FROM STA. 103+66 TO STA. 105+86 AS SHOWN ON SHEET 3 AND SHEET 4 UP TO BUT NOT INCLUDING
THE FINAL SURFACE LAYER. ENSURE THAT RUNOFF DRAINS ANDTHAT PONDING IS PREVENTED.
STEP 4: USING APPLICABLE RSD, COMPLETE CONSTRUCTION OF THE PROPOSED ROAD WIDENING
FROM STA. 208+13 TO STA. 209+52 UP TO BUT NOT INCLUDING THE FINAL SURFACE LAYER.
STEP 5: USING APPLICABLE RSD, COMPLETE CONSTRUCTION OF THE PROPOSED ROAD WIDENING
FROM STA. ???+?? TO STA. ???+?? UP TO BUT NOT INCLUDING THE FINAL SURFACE LAYER.
STEP 6: USING APPLICABLE RSD, MILL/OVERLAY APPLICABLE AREAS AS SHOWN ON SHEET 3 AND
SHEET 4. PLACE FINAL SURFACE LAYER AS APPLICABLE.
STEP 7: USING APPLICABLE RSD, PLACE FINAL PAVEMENT AND MARKERS IN ACCORDANCE WITH
SHEET 3 AND SHEET 4.
2 MILES MAX.
z
LEFT LANE CLOSURE
SHOULDER
D TAPER •
O
0
MEDIAN
L " '
}
b b b
•
a
••
=
z�=
y
• • • • WORK AREA .►
U
J e--,
BEGINNING OF
MERGE TAPER
• •
W SOI
- - - - - - - - T - - _ _
- - - • F • - • -• AF 0--• • -• -
OOU=z
y
y y
W Q z W ^
HU 0
LLJoCDz
00�=z
C
[C>b b b
�~oW
= z ^
• •
LL _J
© © O
L 20' SPACING
O O U
1 MILE INITIAL PLACEMENT
MERGE TAPER BUFFER SEE NOTE 7 200' MIN.
a)
(D CO
(SEE NOTE 8)
L SPACE
H
MESSAGE MESSAGE
_ z
w
co~
No. 1 NO. 2 LEFT LAN 6�0-1
10' PAVED SHOULDER
W OLEFT
MERGE CLOSED
ROLL-AHEAD
LANE RIGHT
DISTANCEW20-5
500' SHOULDER CLOSURE TAPER 50' MIN. WORK AREA 100'
BUFFER LENGTH VARIES
W4-2LCLOSED 48" %48" 48X 48"x 48" (SEE NOTE 7)
CHANGEABLE MESSAGE
OOC/1Q
1_4
SIGN
T Q
I W
48"X48"
W21 -5A
2 MILES MAX.
Q
RIGHT
SHOULDER
• •
Lu
RIGHT LANE CLOSURE b b MEDIAN b SHOULDER TAPER
W
•_
�L
O
y
XXX FT 30"X24" X MILE 30"X24"
• • • • /\� � WORK AREA
y
T
N
NJ
U
Ln
0�
cc LU
- - - - - - - - - -
- -• � • •- • -• ; •- • - • - -
0 W Lu
y
•
• • • ® WORK AREA ~
LL = z
=
J
C7
w y
I
© © O
TMA
ROLL -AHEAD
TMA DISTANCE
SPACE
7 o
O
1 MILE INITIAL PLACEMENT
MERGE TAPER BUFFER SEE NOTE ] 200' MIN.
SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF EACH ROADWAY
(SEE NOTE 8)
L SPACE
V
MESSAGE MESSAGE
TMA
W 0
NO. 1 NO. 2
IGHT LAN IGHT LAN
• • • ROLL -AHEAD
O Z Q '^
RIGHT MERGE aose0 aosEO
DISTANCE
vJ
LANE LEFT AHEAD
W20-5 W4 -2R W20-5
(SEE NOTE 7)
Q = }
0 Q
CLOSED 48" X 48" 48" X 48" 48' X 48'
CHANGEABLE MESSAGE
SIGN
o
Q Z 0
w M J
GENERAL NOTES
1- IF NECESSARY USE THIS RSD. FOR ONE-WAY CITY TYPE STREETS WHERE SIGNS MAY BE
7- POSITION THE TMAs TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE
Q '
MOUNTED ON BOTH SIDES OF THE ROADWAY.
MANUFACTURER AND CONTINUOUSLY ADVANCE TMAs AS WORK PROGRESSES.
2- PLACE FLASHING ARROW BOARDS (FAB) ON THE SHOULDER (PAVED OR UNPAVED). PLACE FAB
WITHIN THE TAPER IF SHOULDERS DO NOT EXIST. MEET THE REQUIREMENTS FOR STOPPING
8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY, UNLESS DIRECTED
OTHERWISE BY THE ENGINEER. PLACE CMS APPROXIMATELY 1 MILE IN ADVANCE OF THE FIRST
9 O 1
O LL
SIGHT DISTANCE AT THE FAB LOCATION. IF NEEDED EXTEND LANE CLOSURES AT THE
BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTAN6E TO THE FAB IS MET (SEE RSD.
W20-5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS
1/2 MILE IN ADVANCE OF ANTICIPATED BACKUP. MONITOR TRAFFIC, AND WHEN NECESSARY,
Q aC
O G
1101.11, SHEET 2).
MOVE CMS APPROXIMATELY 1/2 MILE IN ADVANCE OF ANTICIPATED BACKUP.
= W 0
3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED
9- DO NOT EXCEED A 2 MILE LANE CLOSURE LENGTH LEGEND
W
LIMIT. PLACE DRUMS ALONG THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO
UNLESS OTHERWISE SHOWN IN THE TMP OR AS
0
2 TIMES THE POSTED SPEED LIMIT.
DIRECTED BY THE ENGINEER. -• FLASHING ARROW BOARD
h'L
4- REFER TO RSD. 1101.11, SHEETS 1, 2, & 4, FOR "L" DISTANCE, BUFFER SPACE, AND
FLASHING ARROW BOARD
D
>
~
SIGN SPACING.
(96"X48" MIN.), "CAUTION MODE"
�
5- REFER TO RSD. 1101.02, SHEETS 9 & 10, FOR TREATMENT OF LANE CLOSURES THRU
® TRUCK MOUNTED ATTENUATOR(TMA)
Q
Q
INTERCHANGES.
fXD CHANGEABLE MESSAGE SIGN (CMS)
W20-5
48" X 48"
6- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW BEGINNING WITH DEVICES ON THE UPSTREAM • DRUM
SIDE OF TRAFFIC. REMOVE LANE CLOSURES AGAINSAT THE TRAFFIC FLOW, BEGINNING WITH
W4 -2L W20-5
48" X 48" 48" X 48"
SHEET 3 OF 14
DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
W PORTABLE SIGN
1 1 0 1 . 0 2
E10- DIRECTION OF TRAFFIC FLOW
PHASING
STEP 1: USING THE APPLICABLE ROAD STANDARD DRAWING (RSD), INSTALL ADVANCE WARNING
SIGNS ON US 15/501 AND MORGANTON ROAD (SR 1205).
STEP 2: PLACE REMAINING TRAFFIC CONTROL DEVICES PER APPLICABLE RSD.
STEP 3: USING APPLICABLE RSD, BEGIN CONSTRUCTION OF THE PROPOSED ROADWAY WIDENING
FROM STA. 103+66 TO STA. 105+86 AS SHOWN ON SHEET 3 AND SHEET 4 UP TO BUT NOT INCLUDING
THE FINAL SURFACE LAYER. ENSURE THAT RUNOFF DRAINS ANDTHAT PONDING IS PREVENTED.
STEP 4: USING APPLICABLE RSD, COMPLETE CONSTRUCTION OF THE PROPOSED ROAD WIDENING
FROM STA. 208+13 TO STA. 209+52 UP TO BUT NOT INCLUDING THE FINAL SURFACE LAYER.
STEP 5: USING APPLICABLE RSD, COMPLETE CONSTRUCTION OF THE PROPOSED ROAD WIDENING
FROM STA. ???+?? TO STA. ???+?? UP TO BUT NOT INCLUDING THE FINAL SURFACE LAYER.
STEP 6: USING APPLICABLE RSD, MILL/OVERLAY APPLICABLE AREAS AS SHOWN ON SHEET 3 AND
SHEET 4. PLACE FINAL SURFACE LAYER AS APPLICABLE.
STEP 7: USING APPLICABLE RSD, PLACE FINAL PAVEMENT AND MARKERS IN ACCORDANCE WITH
SHEET 3 AND SHEET 4.
y111f111,„
A F caRo�{.
.p
SEAL
- 047882
• 'T'
SEE DETAIL OF
z
O
SHOULDER CLOSURE ON CONTROLLED ACCESS FACILITIES
� o
O
F}
SIGN PLACEMENT
I--1 }
_O
O
QQ
••
=
LEFT LANE CLOSURE DEPICTED
• • •
• • •
BEGINNING OF
MERGE TAPER
Fz-Lcc U
O
SEE NOTE FOR RIGHT LANECLOSURE
Ln 3
a 3
H
LL J FI
LLJoCDz
00�=z
TMA BUFFEq
MERGE TAPER 5 DRUMS @
= z ^
• •
SPACE SPACE
TMA
- - - - - _ _ - - - - -
L 20' SPACING
U O O
ROLL -AHEAD
a)
(D CO
F -I
<
_ z
zZU0TM•1
DISTANCE
_ z
w
W - x
UJH
o O J
10' PAVED SHOULDER
O 0 Q
L
r
LL♦
r
W
1000'
500' SHOULDER CLOSURE TAPER 50' MIN. WORK AREA 100'
BUFFER LENGTH VARIES
=
co H
0-
OOC/1Q
1_4
�ti
T Q
I W
48"X48"
W21 -5A
- - • • • 7 •
• • 7 • • -•
RIGHT
SHOULDER
. - - -
•
>
T 0
�r����
•_
•
•
1 W
y
XXX FT 30"X24" X MILE 30"X24"
• • • • /\� � WORK AREA
y
T
N
•
Ln
0�
W
SHOULDER CLOSURE ON DIVIDED FACILITIES
O
C7
w y
5 DRUMS @ MERGE TAPER BUFFER
20' SPACING L SPACE
TMA
ROLL -AHEAD
TMA DISTANCE
SPACE
DETAIL OF SIGN PLACEMENT
cc N Q
O W
BEGINNING OF •
SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF EACH ROADWAY
w jr Q
MERGE TAPER • • • • • ••
0
w
C3 ZD Q
N
SEE DETAIL OF •
CL
LuLuQ
z O
SIGN PLACEMENT t •
©
a
© OA
(n
W
o
J WO
n
O
V Z -J
A'
• • • • •
10' PAVED SHOULDER
U
Q
b
oO
LLQ J cn
A SHOULDER CLOSURE TAPER 50' MIN. WORK AREA
1/3 L BUFFER LENGTH VARIES MIN.
o Z Hw
LEFT LAN
LEFT LANE BEGINNING OF
Q Q z
CLOSED
SHOULDER
CLOSED MERGE TAPER
J
AHEAD
Q
Q
J
0
W20-5
48" X 48"
W4 -2L W20-5
48" X 48" 48" X 48"
Q
O
W
U
1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
W
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED
LEGEND
} �w
SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO
�O>U
• DRUM
STATIONARY SIGN
GENERAL NOTES
3- USE STATIONARY SIGNS FOR OPERATIONS IN EFFECT LONGER THAN 3 DAYS.
b PORTABLE SIGN
oa"
O z
1- RIGHT LANE CLOSURES ON UNDIVIDED ROADWAYS ARE THE SAME AS FOR DIVIDED
4- REFER TO RSD. 1101.11, SHEETS 1, 3 & 4, FOR "L" DISTANCE, BARRIER FLARE RATES, AND
- PORTABLE CONCRETE BARRIER
ROADWAYS AS SHOWN ON RSD.
1101.02, SHEET 3, EXCEPT APPROACH WARNING
-► DIRECTION OF TRAFFIC FLOW
LEGEND
1101.04
SIGNS ARE NOT REQUIRED TO BE MOUNTED ON THE LEFT SIDE OF THE ROADWAY.
'• FLASHING ARROW BOARD
2- REFER TO NOTES ON RSD. 1101.02,
SHEET 3.
FLASHING ARROW BOARD
(96"X48" MIN.), "CAUTION MODE"
TRUCK MOUNTED ATTENUATOR(TMA)
• DRUM
10 PORTABLE SIGN
SHEET 7 OF14
f DIRECTION OF TRAFFIC FLOW
1101.02
y111f111,„
A F caRo�{.
.p
SEAL
- 047882
• 'T'
z
cm
SHOULDER CLOSURE ON CONTROLLED ACCESS FACILITIES
� o
O
F}
U)
N�
_O
O
QQ
Uo
E
=
Lu o
H - 3
H o~CU
Ln 3
a 3
H
U
LLJoCDz
o00=
y
i
W Q Q W=
- - - - -
- - - - - _ _ - - - - -
- - - -
H UO UI
y TRAVELWAY
a)
(D CO
F -I
<
H
zZU0TM•1
_ z
w
W - x
_ _ _ _ _ _ _ _ _ _ _
10' PAVED SHOULDER
O 0 Q
L
r
LL♦
r
z F --i
1000'
500' SHOULDER CLOSURE TAPER 50' MIN. WORK AREA 100'
BUFFER LENGTH VARIES
=
co H
0-
W21 5A
W21-5A
1_4
�ti
T Q
I W
48"X48"
W21 -5A
M
f
RIGHT
SHOULDER
RIGHT 48"X48"
SHOULDER
_J
CLOSED
W16-2
1500 30"X24"
CLOSED
NEXT W16-4 OR NEXT W7 -3a
.�
FEET
XXX FT 30"X24" X MILE 30"X24"
N
Ln
0�
W
SHOULDER CLOSURE ON DIVIDED FACILITIES
O
C7
w y
0 O
O
J
C
H
0
w
E
CL
LuLuQ
Q
O
.►
a
=
0
W
o
-► TRAVELWAY
n
O
Iti
A'
• • • • •
10' PAVED SHOULDER
QIn
CC
b
oO
A SHOULDER CLOSURE TAPER 50' MIN. WORK AREA
1/3 L BUFFER LENGTH VARIES MIN.
r V/
W21 -5A
RIGHT 46"X48"
SHOULDER
}
CLOSED
Q
Q
GENERAL NOTES
O
1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
W
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED
LEGEND
SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO
2 TIMES THE POSTED SPEED LIMIT.
• DRUM
STATIONARY SIGN
3- USE STATIONARY SIGNS FOR OPERATIONS IN EFFECT LONGER THAN 3 DAYS.
b PORTABLE SIGN
4- REFER TO RSD. 1101.11, SHEETS 1, 3 & 4, FOR "L" DISTANCE, BARRIER FLARE RATES, AND
- PORTABLE CONCRETE BARRIER
SIGN SPACING.
-► DIRECTION OF TRAFFIC FLOW
SHEET 1 OF 1
1101.04
.ivx_ TEMPORARY CRASH CUSHION
y111f111,„
A F caRo�{.
.p
SEAL
- 047882
• 'T'
0
0
Z
0
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
N/A
n�
W
W
0
E
Q H�
�z Q
H
fu
J
0 W
U D
06
M
0 w
W
Q 0
' Uz
Cn w J
z 0�/
~ LL
n ) �
Ewz
O
L 0 U
fu LL U
�0 H
U -
z LL
Qoa
W r
rW
i
/0
V
30B NO.
43194
SHEET NO.
2D
rn E
cm
� o
U)
N�
_O
O
Uo
E
=
Lu o
H - 3
V
0)
Ln 3
a 3
H
U
O ma'CU
� U. (7N
a O o
i
z
af
O 1D
a
a)
(D CO
V
H
zZU0TM•1
U
W - x
L
a-+
cn
af i W
(D Ln
u)
w
D
i
z
O
Yo
=
N
1_4
�ti
iO
w
M
�
_J
Lu
.�
00
a..i
v
Ln
0�
•�
O
C7
O
z
C
H
0
w
E
CL
LuLuQ
O
a
47
0
o
G�7
n
O
Iti
A'
O
0
0
Z
0
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
N/A
n�
W
W
0
E
Q H�
�z Q
H
fu
J
0 W
U D
06
M
0 w
W
Q 0
' Uz
Cn w J
z 0�/
~ LL
n ) �
Ewz
O
L 0 U
fu LL U
�0 H
U -
z LL
Qoa
W r
rW
i
/0
V
30B NO.
43194
SHEET NO.
2D

--!f ____
+11111IIlrr
(FILL) (CUT) -�N Rod{• \
aF
CONSTRUCTION LIMITS
SEAL
NEW PAVEMENT - G".;'' C047882 '
G' 4'CJ 14 yyQ
MILL/OVERLAY
PAVEMENT REMOVAL
CV M L0 OHP— — — — —OHP— — — — — OHI � — — —OHP— — ~ OHP— — - — —c)—OHP— OHP— — — — —OHP— — — — — OHI M — — — — —OHP— — — — —OHP— —C)- — —
O O O — —O— O O- -- O— O
NCDOT IIIOIIT CF IMAM
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — 100' LEFT TURN LANE 100' LTL TAPER
US 15-501 9 5 10 4
--------- 10 ------
145' R W
S44° 27'30.69"E US 15/501
NC
4 10 5 TBM - REBAR ANDC2CAP
-----------------------------------
------— — — — — — — — — — — — —
ENi�2D�� 4 °° 10 — — — — --------------------------------------------------
Z1394,21 �
100' RTL TAPER 120' RIGHT TURN LANE N 7 6 8
— — — _ -- —-- — -- --
_ —
�. -
a i
ST'D 2'-
6" CURB o
T
O AND GUTTER _--------- ----- —
oe,� ----
- - GAJ —M— — -- —M— -- — —M— -- — —M— -- — —M— —— — — —
IN
a M
ry —
y. ----------- -------- ---- —`— — — — —
---------------------- �L
— — — — — — — — — — — —
y9 6p 15 RCP — _ — O V` ♦ Ioi• . J .
`peg �9 I i
STD 2'-6" CURB �. 24" X 24"\_8" WATER LINE
AND GUTTER
FROM ASBUILT
1 o I I 3—' \ 3-2 COULD NOT FIELD LOCATED
–
--------
O STOP
\ 12" CMP
%
W j _ — -------------
< — .
Q
SYMBOLOGY � � 4 ; — _ — —
r 1 ST'D V-6" CURB
LEGEND: PAVEMENT
Loll / AND GUTTER ENTR-US-501 00029985
PIN: 856220817779 1-�\eer\ 1CURVE PIN: 856220819203
DB:442 PG:867DB:4478 PG:454
MARKING LEGEND. JESUS CHRIST OF LATTER DAY, SAINTS CHURCH 1 CHARLES E GRANTHAM
PROP. GROUND MOUNTED HIGHWAY 15 �1 HIGHWAY 15
`I SIGN STRUCTURE ++ iQ�� ¢ 0 = 54'33'17
1. 4" WHITE EDGELINE ,��, PC � TIE INTO SITE DRIVEWAY.
EX. GROUND MOUNTED 2. 4 YELLOW EDGELINE a LU R = 115.00
1� 3. 4" WHITE SKIP 10' /J U > T = 59.30
SIGN STRUCTURE ( ) _ _ _ _ _ _
SPEED 4. 4" WHITE MINISKIP (3') =LO o L = 109.50
LIMIT 5. 4" WHITE SOLID LANE LINE / � C – 105.41
45 PROP. SIGN PANEL 6. 4" YELLOW DOUBLE CENTER /
7. 24" WHITE STOP BAR / / PC = 11+21.15
0
rSPEED, 8. YELLOW/YELLOW PAVEMENT MARKER — P! = 11+80.45
1 SCALE 1"=30'
LIMIT i / REFER TO SITE PLANS =
1 1 EX. SIGN PANEL 9. CRYSTAL/RED PAVEMENT MARKER / />
1451 1 FOR DRIVEWAY DESIGN. PT 12+30.65
L ---J 10. ERADICATE PAINT MARKING / / / ` 1 0 30' 60'
DATUM ELEV
385
PROP. RIGHT
DITCH ELEV.
410
e
390
385
102+50
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00
410
e
390
385
110+50
A
rn E
cm
'US 15/501
r,
_O
N
O
o
=
E
LU o
V
H -
Q W
CONSTRUCTION
CL PROFILE
—
� C_,I-
<o
i
CO
Existing
(D
Z Z M
W
L
Q W N Q
CL w LL-
U)
(31
ofu
_
=
f N
6
M
—
W
■6
00
Ground
Ui
O
-----
(7
O
H
Existing
EW
LU
CL
------
O
-------
---Ground
O
O
c
>
O
RIGH DITCH
o�
ti
LO
m
co
O0
(O
67
CO
(O
67
M
(O
67
7
(O
67
O�
LO
67
CO
LO
67
LO
67
N
LO
67
Ln
67
O0
67
CO
67
67
N
67
O
67
Il
M
67
M
67
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
102+50
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00
410
e
390
385
110+50
CL
O
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1" = 30'
V)
0
L
u�
Q
�z
ru J
U
LJJ
LJJ
O =
o z cn
U Lu
� J
1 � �
U) LL
U) 0
z
d
Ld- 06
E w
=z
I--
L -fu 0Q
ILL
�O
r^ O
W
L
l^�
i
0
(//
JOB NO.
43194
SHEET NO.
03
A
rn E
cm
r,
_O
N
O
o
=
E
LU o
V
H -
Q W
`
r
U
0'~ o
LL U
—
� C_,I-
<o
i
CO
V
(D
Z Z M
W
L
Q W N Q
CL w LL-
U)
(31
ofu
_
=
f N
6
M
—
W
■6
00
Ui
O
(7
O
H
�
EW
LU
CL
=
O
U
O
O
c
>
O
CL
O
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1" = 30'
V)
0
L
u�
Q
�z
ru J
U
LJJ
LJJ
O =
o z cn
U Lu
� J
1 � �
U) LL
U) 0
z
d
Ld- 06
E w
=z
I--
L -fu 0Q
ILL
�O
r^ O
W
L
l^�
i
0
(//
JOB NO.
43194
SHEET NO.
03

I
------cv---- T - 276.17-�>
LEGEND ENTR-MORGANTON
SYMBOLOGY
PAVEMENT
6. 4" YELLOW DOUBLE CENTER
LEGEND:
MARKING LEGEND:
CURVE
/
F c---- 2
7. 24" WHITE STOP BAR
8. YELLOW/YELLOW PAVEMENT MARKER
PI = 10+53.41 /
® PAVEMENT REMOVAL
°
°
_ _ ° ' /
0 = 17 46
r1
^ `��
1 ~[P
a PROP. GROUND MOUNTED
1. 4" WHITE EDGELINE
(FILL) (CUT) R = /
3
9. CRYSTAL/RED PAVEMENT MARKER
SIGN STRUCTURE
2. 4" YELLOW EDGELINE
CONSTRUCTION LIMITS
10. ERADICATE PAINT MARKING
EX. GROUND MOUNTED
3. 4" WHITE SKIP (10')
4. 4" WHITE MINISKIP (3')
T = 122.83.83 Q/
NEW PAVEMENT L = 24.24
SIGN STRUCTURE
5 4" WHITE SOLID LANE LINE
C = 23 59
U
ENTR-MORGANTON
/ CURVE
�
A = 10°00'24"3
R = 90.00
/ / T = 7.88
°
o
o
co
rn
D O
°
-
�IJG
o
°o NCDO CONST C1�G°�° MORGANTON-WB VZ X 1.VZ
EASEMENTo°°O 00024265 4�29 °
0O
o°p�O856220808127 oCURVE PIN: oN
°DB:4390 PG:82
o 4 CHARLES E GRANTHAM NCOOT DRAINAGE 00 /� °C+) o ° 1" 2O'hO o MORGANTON RD EABE3ENT429 o
N ° O= 2051'5 1 D.B.
\o
° "°P&
°p R = 1500.00 as� 7
4-2 ./ Z T
L = 15.72
C = 15.70
PC = 10+90.99
PI = 10+98.87
MORGANTON-WB
CURVE
5
A = 10°36'13"
R = 1200.00
T = 111.36
L = 222.08
C = 221.77
PC = 210+37.75 `°
Q
PI - 211 +49 11
CAR ' •-,
01
:o
SEAL _
- ❑47882 -
9
r S.
PT = 11 +06.71 - - >4
REFER TO SITE PLANS + N o EE cm
PT = 212 59.84 0
FOR DRIVEWAY DESIGN. j
TIE INTO SITE DRIVEWAY. N
00992486 (V U p 0
108992733 E _
- -
------cv---- T - 276.17-�>
I ;;
°
SPEED
LIMIT
6. 4" YELLOW DOUBLE CENTER
MILUOVERLAY
PC = 10+40.58 77
o I
o
PROP. SIGN PANEL
5
7. 24" WHITE STOP BAR
8. YELLOW/YELLOW PAVEMENT MARKER
PI = 10+53.41 /
® PAVEMENT REMOVAL
°
°
---�
r1
^ `��
1 ~[P
PT = 10+64.82
coo
1SPEEDI
9. CRYSTAL/RED PAVEMENT MARKER
om
I LIMIT 1
10. ERADICATE PAINT MARKING
/ o�Q/
P�
CD� °�
X45 i EX. SIGN PANEL
®/
U
ENTR-MORGANTON
/ CURVE
�
A = 10°00'24"3
R = 90.00
/ / T = 7.88
°
o
o
co
rn
D O
°
-
�IJG
o
°o NCDO CONST C1�G°�° MORGANTON-WB VZ X 1.VZ
EASEMENTo°°O 00024265 4�29 °
0O
o°p�O856220808127 oCURVE PIN: oN
°DB:4390 PG:82
o 4 CHARLES E GRANTHAM NCOOT DRAINAGE 00 /� °C+) o ° 1" 2O'hO o MORGANTON RD EABE3ENT429 o
N ° O= 2051'5 1 D.B.
\o
° "°P&
°p R = 1500.00 as� 7
4-2 ./ Z T
L = 15.72
C = 15.70
PC = 10+90.99
PI = 10+98.87
MORGANTON-WB
CURVE
5
A = 10°36'13"
R = 1200.00
T = 111.36
L = 222.08
C = 221.77
PC = 210+37.75 `°
Q
PI - 211 +49 11
CAR ' •-,
01
:o
SEAL _
- ❑47882 -
9
r S.
PT = 11 +06.71 - - >4
REFER TO SITE PLANS + N o EE cm
PT = 212 59.84 0
FOR DRIVEWAY DESIGN. j
TIE INTO SITE DRIVEWAY. N
00992486 (V U p 0
108992733 E _
- -
------cv---- T - 276.17-�>
I ;;
;; a �, , o
EB
L = 546.22 N --------
w
/ ��0__\
_
IPS -UG T/C-o
- . C = 543.21
o
----------N---------
NCDOT CONSTRUCTION
EASEMENT
,,_-
----- / /
- W/
r1
^ `��
1 ~[P
1
D.B. 342 PG. 429
---- --
p PIN: 856
r DB.3693 PG.25
(�I 1 0 FOX HOLLOW 1, LLC LU o V
1 10 QW ° 3 ~
U o1.4 -
4 1 a. �LL(Dr-J
QO-o a�
UGT/C- -UGT/C----- a- O MN L
5 N�01� VONT CF w/►Y - �+,G T � M
W UG T/C - w- UG T/C W - UG (.7 CO ±--
W
V
-= - = W = _ UGT/C = _ = - - - - - - - - - - - - - Z Z (nM L
_ - W UG T/C _ \v/ LLA_
-kJG TIG -O' W UGTIC- - - - _ Q LU Q
m
UGT/C ° PC = 201+99 82_--- A ' ry -f /c /. ... - _ - ,-pER . .;
UG ;-IC _ _ o PI = 204+75.99 -
-- UGT/C°° PT 207+46.04 ----UGT/C-----UGT/C--
- - - - _ - - - _°_ o _UG TICUg - T - - UG T/C-
- -� - W ---W -----
- - ° - - - - - - - - -
_ 12" WATER PLOTTED FROM ASBUILTS COULD NOT _ _ -
\ \ \ oo --- 4 I - FIELD LOCATE -------------
° I- MORGANTON ROAD WB
W AREA OF D.B.-
10cw
TAKENBYNCD0T90PG.82 0- - --_------------aM
- DB. 342 PC.x53787.8 S.F. 429 o°
° A
I
0-1;FO \ \ \ °° f
^w° h �' TBM - REBAR AND CAP
P.o m ` �Z SPC NC NAD83(2011)
SAF X 0 N:519593,44 E:1868864,67 5 -
oW 0 °° Z:363.18 _
m A2o
r, °
o
----------------�---- --- -rN-EB
MORGANTON-EB _ - - -
� _ ---- /' CURVE
6 - - -
N89-312' 37.35"E -- ° ----- 7
° _ - - , - A = 15°22'14"
A=9°04'23" O -------- ---�'----/ R=900.00
R = 1200.00 \ � , °°
° T = 121.45
T=95.21 O�� L=241.44
L = 190.02
C = 189.82 �- U A 11151 C = 240.72
PC = 300+50.00 a 0- o PC = 303+14.25M
PI = 304+35.70
PI = 301+45.21 0
PT = 305+55.69
PT = 302+40.02 ,.. 0 o
DATUM ELEV
360
L_
DATUM ELEV
355
PROP. LEFT
DITCH ELEV.
380
370
360
370
360
355
Cw
..4
o3'
o ° 100 - ------------uGric- u ~
UG TIC '� - - - ---
NE - UG ric
-UGT/C-- F� / -- RIGHT TURN LA °O� _--------_- TIC -
UG UGT/C------GT/C- �r, -
- _ UG T/C- - UG T/C� M
-- N M
'f° 0000000° _�� �� ��
/ ° o :L T/C - 00
- - - - � - I MORGANTON ROAD EB � UG =
- - - 2a 3 8.4VE 88 - , , , t,�_ - MORGANTON-EB a 6 10
/ ��_.
- W vi
- - F ___- / 7 E _ , �i CURVE w
t/C /
i o O' Z331!1 " p,p �G t ci -- ' A UG 8 Lf.
NZ� 1 TON RO I_�' A=10057'17"
o �' -
1205 G
MORA RIGHT�Z9WiAY� 'UG t/ R = 900.00 °° p 0 a-+
/ rCVD ,42
G/
UG / o- T = 86.30 °° 6 o `(' 1
r o 0 M p
1 L = 172.08 °O
N LUo
UG Ill E
t/G' �"°" C = 171.82 0
co PC = 307+74.03 z �
PI = 308+60.33 0
PT = 309+46.11 >
o
do
0
M
304+00
305+00
306+00
307+00
308+00
370
360
355
309+00 309+46
MORGANTON ROAD
EB
ROAD WB
CONSTRUCTION BL PR
NSTRUCTION BL PROFILE
FILE
C
Existing
Ground
Existing
Ground
Existing
Ground
Existing
Ground
- - - - - -
- - - - - -
-------
----
_
- - - - - -0.62
---(���
/O�
3� 9 g�
- - - - - - -
-------
---
m
M
7
It
co
N
It
M
Lq
It
co
O
LO
co
DITCH
LO
co
M
O
co
M
�
co
00
co
00
m
co
0)
O
co
IN MEDIAN
N
�
O
N
Q0
N
m
�
m
MM
co
M
co
M
00
M
co
M
O
It
co
M
Lq
It
co
co
r-
It
co
co
O
LO
co
LO
co
co
M
1-
oil
Lq
00
co
304+00
305+00
306+00
307+00
308+00
370
360
355
309+00 309+46
205+00
206+00
207+00
208+00
209+00
210+00
211+00
380
370
360
212+00
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1" = 30'
V)
a�
O
^^L
0L
E
Q
�z
J
ru 0
U
W
-0� W
0 I
O z (j)
L W
J
cn LL
U) p
a--) LU ^
L f- 06
E w
=z
L_fu 0Q
LL
C 0
r^ 0
W
L
l^�
i
O
JOB NO.
43194
SHEET NO.
04
MORGANTON
ROAD WB
NSTRUCTION BL PROFILE
C
Existing
Ground
Existing
Ground
- - - - - -
- - - - - -
- - - - - - -
- - - - - -
-------
_-----
m
M
7
It
co
N
It
M
Lq
It
co
O
LO
co
LO
co
LO
co
M
O
co
M
�
co
00
co
00
m
co
0)
O
co
205+00
206+00
207+00
208+00
209+00
210+00
211+00
380
370
360
212+00
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1" = 30'
V)
a�
O
^^L
0L
E
Q
�z
J
ru 0
U
W
-0� W
0 I
O z (j)
L W
J
cn LL
U) p
a--) LU ^
L f- 06
E w
=z
L_fu 0Q
LL
C 0
r^ 0
W
L
l^�
i
O
JOB NO.
43194
SHEET NO.
04

L_
,i��llll11171I Iii
CA
.a
SEAL
- 047882
- , 9-19-i9 ' � -
YS
''I��Ifllll,ll..�•
�E cm
_o
"' O
o =
U
E
LU o E V
QW H
U
�
LL_,I-
aO�CD, L Z
W 0 _M Ct
0 ca }+
z(n �M V o'
mm L U
Q W Q W
N LL Q
i
+�
�o = O
ru N H
>
6 LU
M c�
N M
t.0 W ■�
00
A=
W
SITE DRIVEWAY AT MORGANTON RD SITE DRIVEWAY AT US 15/501 U)0
O
CONSTRUCTION CL PROFILE CONSTRUCTION CL PROFILE
390 390 420 420 0 a-+
C) E
HIGH PT STA = 10+42.52 LU
w w
HIGH POINT ELEV = 394.81 C o
STOPPING SIGHT DISTANCE = 163 0
PVI STA = 10+57.52 _
DATE
PVI ELEV = 394.53 >
380 380 410 410+ 09/19/19
_ - o O Vi
K = 4.13 } DRAWN BY
30' VC
GSS
O M
O N • DESIGNED BY
O � p�j N
+ m "' PROPOSED FINISHED GSS
11 + L GRADE @ CONSTR. • CHECKED BY
II Q W CD M ti T •
37� 370 400 km 1U) W II II O 09 m � 400
• CMK
U U II' N op • 0
SCALE
m m U U +
W 1 " =30'
-1.82% II •
w w II >
-, U j w TIE INTO PROPO ED
REFER TO SITE PLANS \ _ �9 > > SITE DRIVEWAY
FOR DRIVEWAY DESIGN �-' o - -� w Existing
360 360 390 � � � _ _ _ _ - Ground 390
EX. 15" RCP --- ----_
REFERTO SITE PLANS
TO BE REMOVED
15 RCP FORD IVEWAY DESIGN j
O
^^L
LL
350 350 380 380 F:
H�
Q
DATUM ELEV 345 345 DATUM ELEV 375 375 J
345 375 O
co of �co N o U
OLO 4 m 00 V 1
M M M 0) M 0) M cy)M M co w
ru
0 z
10+00 11+00 11+64 10+00 11+00 12+00 12+48 w 0
Q �
U)
U
Awa
z
CL
z W
a--> > DC
L O 0
LL
�O
Q
� O
L
a--)
O
JOB NO.
43194
SHEET NO.
05
10' VC
K=2.13
A.D. _ -4.70%
PVI ELEV = 365.21
PVI STA = 10+40.90
HIGH PT STA = 10+43. 7
FH
IGH POINT ELEV = 3
5.16
BVCS = 10+35.90
BVCE = 365.03
10' VC
EVCS = 10+45.90
K = 5.77
EVCE = 365.15
A.D. = 1.73%
d-
PVI ELEV = 364.59
�
PROPOSED
PVI STA = 10+94.72
FINISHED
LOW POINT STA = 10+96.31
GRADE
LOW POINT ELEV = 364.61
II
Bvcs = 10+89.72
>
@ CONSTR.
BVCE = 364.65
�
EVCS = 10+99.72
W
EVCE = 364.62
�
Existing
1.47% 3.55% -1.14%
o Ground
0.59/°
EX. 15° RCP
- -
TO BE
N � TIE INTO PROP.
REMOVED
o � SITE DRIVEWAY
19"X30"
� II
ERCP
II >
Q w
10' VC
� J
� W
K = 1.99
A.D. = 5.02%
� �
PVI ELEV = 364.38
PVI STA = 10+17.72
LOW POINT STA = 10+15.65
BVCS = 10+12.72
BVCE = 364.46
EVCS = 10+22.72
EVCE = 364.56
� M�
O�
�
CO
� M
� M
� M
M

412
408
404
400
396
392
388
384
412
408
404
400
396
US 15/501 Right Turn Lane
104+75
-100
392
388
384
-100
408
404
400
396
392
388
384 100
408
404
400
396
392
388
384 100
-40
-20
Ll:
104+50
20
aft
O M� O Lo
M
CD ZV 0q M M
Loco
FHl
—
m
0 Pi
-2.21%to m 50:1 /
: 1'
412
408
404
400
396
392
388
100 384
412
408
404
400
396
392
388
384
100
-80 -60 -40 -20 0 20 40 60 80
104+25
Lo , - Lq co v
C. rn ri co
� M
M M
t
F
t
Y
U
�
�
m
-2.21% -2.2--01.
50 1
orn
U? U?
c6 L6
V O)
M
co In
Lo
M
_
w
@ —
-3.4° — o
0
m;
M
-100
392
388
384
-100
408
404
400
396
392
388
384 100
408
404
400
396
392
388
384 100
-40
-20
Ll:
104+50
20
aft
O M� O Lo
M
CD ZV 0q M M
Loco
FHl
—
m
0 Pi
-2.21%to m 50:1 /
: 1'
412
408
404
400
396
392
388
100 384
412
408
404
400
396
392
388
384
100
-80 -60 -40 -20 0 20 40 60 80
104+25
-80 -60 -40 -20 0 20 40 60 80
104+00
408
404
400
396
392
388
100 384
408
404
400
396
392
388
-80 -60 -40 -20 0 20 40 60 80
103+75
408
404
400
396
392
388
100 384
384 100
408
404
400
396
392
388
384
-1
L-
-40
-20
m
-2.-15%- -2.4 % 4: 50:1
Lq
co
1
103+50
20
40
:1
408
404
400
396
392
388
100
384
Lo , - Lq co v
C. rn ri co
� M
M M
t
F
t
Y
U
�
�
m
-2.21% -2.2--01.
50 1
-80 -60 -40 -20 0 20 40 60 80
104+00
408
404
400
396
392
388
100 384
408
404
400
396
392
388
-80 -60 -40 -20 0 20 40 60 80
103+75
408
404
400
396
392
388
100 384
384 100
408
404
400
396
392
388
384
-1
L-
-40
-20
m
-2.-15%- -2.4 % 4: 50:1
Lq
co
1
103+50
20
40
:1
408
404
400
396
392
388
100
384
408
404
400
396
392
388
384
0
O o _0
rl
"' O
o =
U E
LU o V
2
QW H
U
1-4� U.
<0�o i z
LU 0Ce
_M
Q W W< LU
N LL Q
+�
�o = O
ru
^' H
>
LU
M 0�
N M
LU ■�
co � Zj
W
0 w/
= Iii
0 a-+
III C) E
LU w
_ _0 Q
U 0 0
0
DATE
>
09/19/19
0
} DRAWN BY
GSS
• DESIGNED BY
• GSS
• CHECKED BY
• CMK
• • SCALE
1" = 10'
W
0 O
^^L
LL
z
J
ru 0
U
W
_0 W
ru
O z (n
wz
QO
V) U
a--� z
� a W
LUI..L
=
L 0o
L U
O
0W
L
l^�
i
4—)
�0
V
JOB NO.
43194
SHEET NO.
XS -1
0
c
U
C
N
0
m
0
0
Q
Q
ED
0
a
0
w
0
c
co
a
c
Q
0
0
3
c
(Da
U
5o
-0 Of
o(D
QU)
2z
2,02
o�
c
F
co o
-0o c
c o
CD
ao
c
Of 2
C7'3
z�
02
�Q
�X
o:5
N U
Q=
.3
>
Fn co
U C
o
U U
1--i 2
2 n
mo
42U
N �8
E a
U co
o
_0 C
-0-0
(D-0
m -a
U
o c_
U)
w -
o
N U
aL
c
cl,
-0
C U
-°
Qo�
wQ
F
0
M
DO
-80
-60
-40
-20
0
20
40
60
80 lc
408
404
400
396
392
388
384
0
O o _0
rl
"' O
o =
U E
LU o V
2
QW H
U
1-4� U.
<0�o i z
LU 0Ce
_M
Q W W< LU
N LL Q
+�
�o = O
ru
^' H
>
LU
M 0�
N M
LU ■�
co � Zj
W
0 w/
= Iii
0 a-+
III C) E
LU w
_ _0 Q
U 0 0
0
DATE
>
09/19/19
0
} DRAWN BY
GSS
• DESIGNED BY
• GSS
• CHECKED BY
• CMK
• • SCALE
1" = 10'
W
0 O
^^L
LL
z
J
ru 0
U
W
_0 W
ru
O z (n
wz
QO
V) U
a--� z
� a W
LUI..L
=
L 0o
L U
O
0W
L
l^�
i
4—)
�0
V
JOB NO.
43194
SHEET NO.
XS -1
0
c
U
C
N
0
m
0
0
Q
Q
ED
0
a
0
w
0
c
co
a
c
Q
0
0
3
c
(Da
U
5o
-0 Of
o(D
QU)
2z
2,02
o�
c
F
co o
-0o c
c o
CD
ao
c
Of 2
C7'3
z�
02
�Q
�X
o:5
N U
Q=
.3
>
Fn co
U C
o
U U
1--i 2
2 n
mo
42U
N �8
E a
U co
o
_0 C
-0-0
(D-0
m -a
U
o c_
U)
w -
o
N U
aL
c
cl,
-0
C U
-°
Qo�
wQ
F

408
404
400
396
392
388
384 100
408
404
400
396
392
388
384
412
408
404
400
396
392
388
384
L
US 15/501 Right Turn Lane (Cont.)
105+50
-40
-20
C
105+25
20
40
it
408
404
400
396
392
388
100
384
O MCo
rn E
Lf
v rnLf
CLf O
If
`n C,
N
O
1.ao
27
E
w
OLf
O M
O
Q Wr
U
0 F''2 0
LL U
>V
� C_,I-
<o
2
w11
m
m
zz
cD
0
Zro
Z M
W
cl
0
N Q
Q W
oC pC i LL-
Cq
L( )
m
(31
o
Lo
� � N
M
-40
-20
C
105+25
20
40
it
408
404
400
396
392
388
100
384
-100
it
-40
-20
105+00
20
aft
•f
408
404
400
396
392
388
384
100
O MCo
rn E
Lf
v rnLf
co
lco
If
`n C,
N
o c
L,
1.ao
27
E
w
Lo
O
M
@ /
p p
Q Wr
U
0 F''2 0
LL U
wcl
� C_,I-
<o
i
— o — 0
50:1
m
zz
cD
—�
Zro
Z M
W
L
N Q
Q W
oC pC i LL-
Cq
L( )
m
(31
o
M
� � N
-100
it
-40
-20
105+00
20
aft
•f
408
404
400
396
392
388
384
100
-100
it
-40
-20
20
aft
412
408
404
400
396
392
388
384
100
CAROL{ ,
. aF
SEAL -
047882 ;►` _
7a 9 -19- ig _-
_ I1 11111111 -
A
rn E
p1
_O
N
o c
L,
1.ao
co
E
V L6 C
O Lf
Lo
O
M
L0
M
Q Wr
U
0 F''2 0
LL U
wcl
� C_,I-
<o
i
— o — 0
50:1
m
zz
cD
—�
Zro
Z M
W
L
N Q
Q W
oC pC i LL-
+�
m
(31
o
_
� � N
rn
co
—
N M
-100
it
-40
-20
20
aft
412
408
404
400
396
392
388
384
100
CAROL{ ,
. aF
SEAL -
047882 ;►` _
7a 9 -19- ig _-
_ I1 11111111 -
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1 = 10
V)
W
0
L
0—
E
H-4
Q
�z
J
ru 0
U
-0 =
w
(v L W
O=
0 z (n
wz
Q 0
U)
U) U
a -J z
LU
V)
E LU
LL
= V)
L O �
(uLLU
C O
r^ O
W
L
i
4—)
/0
JOB NO.
43194
SHEET NO.
XS -2
A
rn E
p1
_O
N
O
Uo
E
=
E
LU o
V
Q Wr
U
0 F''2 0
LL U
-
� C_,I-
<o
i
m
V
cD
Zro
Z M
W
L
N Q
Q W
oC pC i LL-
+�
m
(31
o
_
� � N
l6
M
—
N M
� W
■6
00
A=
W
O
w/
Lfi
=
O
}�
LU
W
E
W
CI.�
L�
=
O
U
O
O
c
�
>
O
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1 = 10
V)
W
0
L
0—
E
H-4
Q
�z
J
ru 0
U
-0 =
w
(v L W
O=
0 z (n
wz
Q 0
U)
U) U
a -J z
LU
V)
E LU
LL
= V)
L O �
(uLLU
C O
r^ O
W
L
i
4—)
/0
JOB NO.
43194
SHEET NO.
XS -2

376
372
368
364
360
356
352
376
372
368
364
360
356
352
-60
Morganton WB Right Turn Lane
210+00
M
M
-60 -40 -20 0 20 40
209+75
376
372
368
364
360
356
60 352
376
372
368
364
360
356
352 -60
-40 -20 0 20 40
ona4�.tin
376
372
368
364
360
356
352
60
376
372
368
364
360
356
352
376
372
368
364
360
356
352
376
372
368
364
360
356
352
L-
-40 -20 0
NO O M
209+25
N (O i M
M
F
- W
m
0
0.36%
1 %
z
co
-60
-40 -20 0
209+00
COP
ON
N M LO (0N M -
F
m
0
� o
LO
M-60 60
-40 -20 0
208+75
X10 CS, mm
M
0
(°
-1.51
M
coco
-60
-40
-20
20
20
20
20
40
40
40
40
376
372
368
364
360
356
60 352
60
60
60
376
372
368
364
360
356
352
376
372
368
364
360
356
352
376
372
368
364
360
356
352
380
376
372
368
364
360
356
-60
Morganton WB Right Turn
210+50
Lane (Cont.)
-40
-20
0
210+25
all
40
380
376
372
368
364
360
60 356
3!O
3/O
372
372
368
368
364
364
360
360
1p
M
356
356
-60
-40 -20 0 20 40
60
CAROL{ ,
. aF
SEAL -
X47,,m ; ►` _
_ I11111111 0
rn E cm
r�
_O
"' O
o =
U
E
W o V
Q W H
U
LU
LL (.CCN
aO�o L z
W O _M
�0 �'0 }+ Q.-
zA �M V c�
(n M i U
Q W °jQ LU
N U- Q
00
CD,
= O
fuN H
>
M
NM
k.0 W ■�
co a••+
O
C�
o a-+
III C) E
w w
_ _O a
U O 0
o
DATE
>
09/19/19
o
} DRAWN BY
GSS
• DESIGNED BY
• GSS
• CHECKED BY
• CMK
• • SCALE
1" = 10'
W
O
^^L
LL
z
J
ru 0
U
W
-0 W
ru O 2
O z (n
cl� wz
QO
U-) U
a -J z
� a W
� z �
LU
= U)
1-0
L O
LL U
0-0
Q 3:
^� O
W
L
r/O
V J
JOB NO.
43194
SHEET NO.
XS -3

376
372
368
364
360
356
352 60
Morganton EB Left Turn Lane
306+50
376
372
368
364
360
356
352
376
372
368
364
360
356
352
-40 -20 0 20 40
306+25
376
372
368
364
360
356
60 352
M O O
co N CO
co
O N
O M
— Co
rn E
_ —
—
F
w
o
w
-1.08%
4:1
8%
-4.08%
LU o
V
Q W
r
U
0go
LL U
—
� -,I -
<o
i
C
m
M
-60
-40
-20
Ll
306+00
M (0W
N M N CNO oc
2
CID U F
o % -1.08%
0
M
348 60
376
372
368
364
360
356
352
348
344
376
372
368
364
360
356
352
348
344
L-
-40
-20
305+75
20
20
40
40
376
372
368
364
360
356
352
60
376
372
368
364
360
356
352
60 348
N
N °O M
N N
O
rn E
to
C M
o
- s
w
N
O
Uo
E
-4.08%
LU o
V
Q W
r
U
0go
LL U
—
� -,I -
<o
i
C
m
V
cD ro
ZZ M
W
L
N Q
Q W
oC pC i U-
Ln
U �i
�
M
co
L
_
M
-60 -40 -20 0 20 40
-60
-40
-20
305+50
cq
M
M
20
40
60
376
372
368
364
360
356
352
348
344
376
372
368
364
360
356
352
348
344
60
376
372
368
364
360
356
352
-60
Morganton EB Left Turn Lane (Cont.)
-40
-20
306+75
20
40
376
372
368
364
360
356
352
60
FCAROB{ -
'D
SEAL
- 047887
9c_ 1j.
epi r4� P
Qpr s.
ZDATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1 " = 10'
W
W
O
^^L
LL
u�
Q
�z
J
ru 0
U
W
—0 TW
ru
O i
��O z Cn
LL
wz
QO
' [ H�
U) U
a -J z
� a W
F= LU
LL
= U)
L O
ru LL
O
0
L
l^�
i
/O
JOB NO.
43194
SHEET NO.
XS -4
rn E
cm
o
_O
N
O
Uo
E
=
LU o
V
Q W
r
U
0go
LL U
—
� -,I -
<o
i
C
m
V
cD ro
ZZ M
W
L
N Q
Q W
oC pC i U-
Ln
U �i
�
0 -
L
_
r N
ru
6
M
—
N M
W
■�
00
a-+
.a
O
CD
O
a-+
_
W
EI.�
W
CL
=
O
U
O
O
Lf)
C
>
O
ZDATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1 " = 10'
W
W
O
^^L
LL
u�
Q
�z
J
ru 0
U
W
—0 TW
ru
O i
��O z Cn
LL
wz
QO
' [ H�
U) U
a -J z
� a W
F= LU
LL
= U)
L O
ru LL
O
0
L
l^�
i
/O
JOB NO.
43194
SHEET NO.
XS -4

US 15/501 Entrance
11+25
408
00 O
408
Cm
o rn v
M 01)
M M
404
10 SN -
404
=
368
M 0')
400
O
400
=
364
O O
396
(0
396
M
4
Y
392
392
U
y
388
388
384
384
0
_
380
380
+�
M
(31
o
376
_
f N
fu
0
372
U)
M 372
408
404
400
396
392
388
384
380
376
372
408
404
400
396
392
388
384
380
376
-60
-40
-20
11+00
20
40
60
-60
-40
-20
10+75
20
40
60
00 O
376
372
Cm
o rn v
M 01)
M M
100 N
10 SN -
O M O I O
10
10 O 10 O
=
368
M 0')
N ON O
M M
O
O �0
Lp
=
364
O O
N O
(0
(6 Y
M
4
Y
c
00o
W
U
y
y m
352
348
co
352
348
0
_
.o
Q
+�
M
(31
o
_
f N
fu
l6
M
—
N r
� W
■6
00
A=
W
-60
-40
-20
10+75
20
40
60
-60
-40
-20
Ll
20
40
408
404
400
396
392
388
384
380
376
372
408
404
400
396
392
388
384
380
376
60
Morganton Entrance
11+00
376
372
00 O
376
372
Cm
o rn v
M 01)
M M
100 N
O V
� M
SLN
=
368
N O
O N
O
N O
Q
=
364
=
D
r
CO N
— 00
Y
W
Y
M
m
y
y m
352
348
cD
352
348
0
0
M
Q
+�
M
(31
o
_
f N
fu
l6
M
—
N r
� W
■6
00
A=
W
O
0
co
O
-60
-40
-20
Ll
20
40
408
404
400
396
392
388
384
380
376
372
408
404
400
396
392
388
384
380
376
60
Morganton Entrance
11+00
376
372
00 O
376
372
Cm
N
O (0
368
O
368
=
E
364
=
364
=
Q W 3
r
360
-
360
i
356
356
352
348
cD
352
348
0
co
-60
376
372
368
364
360
356
352
348 60
-40
-20
10+75
20
40
60
376
372
368
364
360
356
352
348
376
372
368
364
360
356
352
-60
-40 -20 0 20 40
10+50
376
372
368
364
360
356
352
60 348
O 00
00 O
O M
Cm
N
O (0
N
O
Uo
E
=
E
W o
=
W
=
Q W 3
r
U
01~ o
LL U
-
� C_,I-
<o
i
m
V
cD
Zro
Z M
W
L
M
+�
M
(31
o
-60
-40
-20
D
10+25
20
40
60
-40 -20 0 20 40
376
372
368
364
360
356
352
348
376
372
368
364
360
356
352
60
�`,i11111l1117111i',�
/ mk CARS(
- SEAL
047382
Gj 14'
rsC
'�I��Ifllll,ll..�•
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1 " = 10'
V)
W
E
W
0
L
E
H�
Q
�z
J
f O
U
W
TW
O i
0 z Cn
oCwz
Q 0
H
V) UU
4—Jz
� a W
Lu
LL
E _
L O 0
LL U
O
0
W
l^W
i
/0
JOB NO.
43194
SHEET NO.
XS -5
Cm
_o
N
O
Uo
E
=
E
W o
V
Q W 3
r
U
01~ o
LL U
-
� C_,I-
<o
i
m
V
cD
Zro
Z M
W
L
N Q
Q W
oC pC i LL-
+�
m
(31
o
_
f N
fu
l6
M
—
N r
� W
■6
00
A=
W
O
O
ofW
Lu
CL
o
U
o
U)
>
0�
a..�
O
DATE
09/19/19
DRAWN BY
GSS
DESIGNED BY
GSS
CHECKED BY
CMK
SCALE
1 " = 10'
V)
W
E
W
0
L
E
H�
Q
�z
J
f O
U
W
TW
O i
0 z Cn
oCwz
Q 0
H
V) UU
4—Jz
� a W
Lu
LL
E _
L O 0
LL U
O
0
W
l^W
i
/0
JOB NO.
43194
SHEET NO.
XS -5