20230360 Ver 1_Waterworks PH1 Partial Set for COE 10-26-22_20230308

230C W. Pennsylvania Ave.
uthern Pines, NC 28387
Voice 910-725-1107
www.crawforddsn.com
Landscape Architecture ♦ Fayetteville Civil Engineering ♦ Southern Pines
Crawford Design Company © Copyright 2022
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a
proper agreement and appropriate compensation.
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ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS
SHEET SHALL BE APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET.
GENERAL NOTES CAN BE FOUND ON DETAIL SHEET C6.0 THRU C6.6
• •
PTAH, LLC
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Waterworks Phase 1
MOORE COUNTY NORTH CAROLINA
a� N
- O
O
Owner: PTAH, LLC Owner / Client Contact: Andy Bleggi, Managing Member
PIN: 858300245709
Property Address / Location: 730 S. Bennett Owner / Client Address: 730 S. Bennett, Southern Pines, NC 28387
Southern Pines, NC 28388 Owner / Client Phone & Email: [phone] [e-mail] Zoning: PD
EXISTING
NEW
CABLE / TELEVISION
CA
CA
NOTE BUBBLE (GRADING)
CENTER LINE
-
-
CONTOUR LINE
1 00
100
DIVERSION BERM
N/A
---*- DEI
NOTE BUBBLE (SITE)
EASEMENT
FENCE
X
X
NOTE BUBBLE (UTILITY)
FIBER OPTIC
FO
FO
FORCE MAIN
FM
FM
PLUG
NATURAL GAS
G
G
LIMITS OF CONSTRUCTION
N/A
LOC
OVER HEAD ELECTRIC
- OF
OE
POROUS BAFFLES
PROPERTY LINE
G E
PROPERTY LINE (ADJACENT)
C--
N/A
RAIL ROAD TRACKS
IIIIIIIIIIIIIIII
RIGHT OF WAY
R/W
R /W
POST INDICATOR VALVE
SANITARY SEWER
S
4 S 14
POWER/TELEPHONE POLE
SEDIMENT FENCE
N/A
� SF
SLOPE DRAIN
N/A
SPD
SLUDGE RETURN LINE
SR
SR
REDUCER / INCREASER
STORM DRAIN
- -SD
SD14
SWALE / DITCH LINE
RIDGE LINE
TELEPHONE
T
T
UNDERGROUND ELECTRIC
U E
UE
ROCK PIPE INLET
WATER
W
W
PROTECTION
ASPHALT PAVEMENT C
(STANDARD)
ASPHALT PAVEMENT (HEAVY
DUTY)
CONCRETE
GRASS/SOD
GRAVEL
GRAVEL CONST. ENTRANCE
PAVERS
SEDIMENT TRAP
SOIL
VELOCITY DISSIPATION / RIP
RAP PROTECTION
WETLAND AREA
ACCESSIBLE RAMP
AREA LIGHT
BACK FLOW PREVENTION
ASSEMBLY
BEND
BLOCK & GRAVEL INLET
PROTECTION
CHECK DAM
CLEAN OUT
CURB & GUTTER
CURB & GUTTER (SPILL OFF)
CURB INLET
DROP INLET
DUMPSTER UNIT
ELECTRICAL TRANSFORMER
FIRE HYDRANT ASSEMBLY
FLARED END SECTION
GAS METER
GAS VALVE
GRADE BUBBLE
(TOP -ELEVATION)
GRADE BUBBLE
(FINISH -GRADE)
GUY WIRE
HARDWARE CLOTH & GRAVEL
HEAD WALL
JUNCTION BOX
LIFT STATION
MAN HOLE
NOTE BUBBLE (DEMOLITION)
- � SIGNAGE
N/A TELEPHONE PEDESTAL
TREE/SHRUB
N/A
C- -
-
TRENCH DRAIN
N/A
.....................................................
WATER METER/VAULT
C- -
-
WATER VALVE
N/A
WHEEL STOP
L
L
YARD INLET
EXISTING
NEW
N/A
N/A
� J
N/A
O
N/A
Ila
LED
N/A
CPROJECT EROSION CONTROL MEASURES NEW
TEMPORARY SEDIMENT N/A SF
FENCE
TEMPORARY GRAVEL
- ---- -L L------J N/A
CONSTRUCTION ENTRANCE
TEMWITH PORO SBAFFLEKIMMER BASIN N/A
WITH POROUS BAFFLES
L - 1
,may, TEMPORARY DIVERSION N/A DB
SWALE
TEMPORARY SEDIMENT TRAP N/A
^ WITH POROUS BAFFLES
N/A
N/A L�J
TREE PROTECTION FENCE N/A TF
N/A , -11-4 SILT FENCE OUTLET N/A RM
n TEMPORARY HARDWARE
CLOTH & GRAVEL INLET N/A
PROTECTION ���
VELOCITY DISSIPATION /RIP N/A
RAP PROTECTION
N/A
ROCK PIPE INLET N/A
PROTECTION
0
F_
L
0
l�iV W
+ 100.00 00.00
+ 100.00 00.00
N/A
LOJ O
O
N/A �O
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR
OF RECORD PRIOR TO BEGINNING CONSTRUCTION. TEMPORARY BENCHMARK: CONCRETE MONUMENT ALONG THE PROPERTY LINE TOWARDS THE
SOUTHWEST CORNER IS ELEV. 361.52, N 534082.92 E 1882163.69.
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL
AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOC
MAY BE SHOWN IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL CONTACT THE OWNER'S
REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING
CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE 'NOT -I N-CONTRACT (NIC)' SHALL BE INCLUDED IN THE BID
COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD
INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR
CONTRACTORS SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY
REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 72-HOURS
PRIOR TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFY ALL
UTILITY COMPANIES TO VERIFY AND/OR FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER - 1-800-632-4949).
ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL, STATE AND
FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE DURING CONSTRUCTION, INCLUDING THE
PLACEMENT AND MAINTENANCE OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS
SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT.
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE REQUIREMENTS.
10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND STABILIZED PER SPECIFICATIONS.
11. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN
COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
12. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL
DEMOLISH AND/OR RELOCATE ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A CLEAN SITE
FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
12. BOUNDARY SURVEY PROVIDED BY STEPHEN R. SHEFFIELD & ASSOCIATES, PA 1680 NC HWY 5, SUITE 170, ABERDEEN, NC. ADDITIONAL SURVEY
PROVIDED BY CRAIG A. FOSTER, PLS, 395 FURR ROAD, VASS, NC 28394 910-691-1348. WETLAND DELINEATION PROVIDED BY WETLAND SOLUTIONS,
PO BOX 244 BUNLEVEL NC 28323.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE PROTECTION FENCING AROUND ALL "AT -RISK" TREES WITHIN THE
VICINITY OF THE CONSTRUCTION ACTIVITY WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. TREE PROTECTION FENCING SHALL BE
INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND SHALL BE MAINTAINED AT ALL TIMES
THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL SITE INSPECTION. REFER TO CONSTRUCTION PLAN DETAIL SHEETS FOR TREE
PROTECTION DETAIL(S).
14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY FOR APPROVAL
TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION & SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF
PERMANENT GROUND COVER.
15. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDEQ REQUIREMENTS UNTIL THE AGENCY HAS
RELEASED THE SITE.
16. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDEQ REQUIREMENTS DURING THE CONSTRUCTION OF IMPROVEMENTS IN
THE RIGHT-OF-WAY.
17. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS INFORMATION SHALL BE PROVIDED TO THE
DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL COMPLETION.
24. CONTRACTOR SHALL MAINTAIN A COPY OF THE NCDOT APPROVED PLANS AND THE DRIVEWAY PERMIT.
25. ALL EXCAVATION IN THE PROJECT AREA SHALL BE UNCLASSIFIED. CONTRACTOR SHALL INCLUDE ALL COST ASSOCIATED WITH SOIL MATERIAL
REMOVAL, REPAIR AND DISPOSAL UNDER THE BASE BID SCOPE OF WORK.

Crawford Design Company © Copyright 2022
- All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON THE COVER SHEET SHALL APPLY TO THIS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST
BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF
RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS A CONCRETE
MONUMENT LOCATED SW CONER OF PROJECT SITE, WITH COORDINATES
N 534082.92, E 1882163.69 AND HAVING AN ELEVATION OF 361.52.
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Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By:
Project Number: 17028
SCALE 0 50 100
Full Scale: Horiz.: 1" = 50'
Half Scale: Horiz.: 1" = 100'
ISSUE DATE
03/25/2022
SHEET NUMBER
C2,0
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Crawford Design Company © Copyright 2022 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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[SOUTHERN PINE
VICINITY MAP(1°=2000')
CITC nl(1TCC
V I I L I V V I L V
0 INSTALL HEAVY DUTY ASPHALT (SEE CDC DETAIL 1.1908)
INSTALL MEDIUM DUTY ASPHALT (SEE CDC DETAIL 1.1908)
0 INSTALL LIGHT DUTY ASPHALT (SEE CDC DETAIL 1.1910)
0 INSTALL 30" CURB AND GUTTER (SEE TOSP DETAIL R11)
® ADA RAMP (SEE TOSP DETAIL R-18, R14)
ADA RAMP (SEE CDC DETAIL 1.1602)
0 DUMPSTER ENCLOSURE (SEE CDC DETAIL 01.2412)
0 5' WIDE SIDEWALK SEE CDC DETAIL 1.2509
0 CONCRETE WHEELSTOP SEE CDC DETAIL 1.1217
® INSTALL PAVEMENT MARKINGS AND STRIPING (SEE TOSP DETAIL R19)
0 INSTALL STOP SIGN (SEE CDC DETAIL 1.2704)
INSTALL 10' x 10' TRANSFORMER PAD
SPILL -OFF CURB SEE TOSP DETAIL R-11 (SHADED)
0 BICYCLE RACK (2 BICYCLES) (SEE CDC DETAIL 1.2612)
0 DOUBLE -LEAF SWING ACCESS GATE W/KNOX BOX (SEE CDC DETAIL 1.2103)
EMERGENCY ACCESS GATE SHALL BE ELECTRONIALLY OPERATED BY
SIREN AND INCLUDE A FIRE DEPARTMENT KNOXBOX KEY SWITCH
OVERRIDE AND OPTIACL SENSORS AND COMPLY WITH ASTM F2200. AND
SHALL BE LISTED AS IN ACCORDANCE WITH UL325. SUBMIT GATE SYSTEM
TO SOUTHERN PINES FIRE DEPARTMENT FOR APPROVAL PRIOR TO
INSTALLATON.
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON THE COVER SHEET SHALL APPLY TO THIS PLAN
N 2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST
BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF
RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS A CONCRETE
MONUMENT LOCATED SW CONER OF PROJECT SITE, WITH COORDINATES
N 534082.92, E 1882163.69 AND HAVING AN ELEVATION OF 361.52.
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Area/units
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Required
Total
Provided
Existing Bldg Indoor Recreation
41158.00
200
20.8
125.1
157
New Commercial Office Bldg A
31,136
400
77.8
New Commercial Office Bldg B
101574
400
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10'x500' SIGHT TR ANGLE /�j /� /� G 1ST �� W/3' SHOULDER
SEE TOSP BST TRAIL DETAIL
3 NEW UTILITY EASEMENT TO TSOP__-
Table 2. Open Space
Description
Area
Provided
(ac)
%
Water Plant Site
28
Required 20% Open Space
5.76
19.99
69%
Required 10% Usable Open Space
2.88
19.99
69%
Dry Upland Open Space
5.45
19%
I EMERGENCY ACCESS GATE SHALL BE ELECTRON IALLY OPERATED BY / / i CP /
SIREN AND INCLUDE A FIRE DEPARTMENT KNOXBOX KEY SWITCH
j OVERRIDE AND OPTIACL SENSORS AND COMPLY WITH ASTM F2200. AND
SHALL BE LISTED AS IN ACCORDANCE WITH UL325. SUBMIT GATE SYSTEM �
3 TO SOUTHERN PINES FIRE DEPARTMENT FOR APPROVAL PRIOR TO
INSTALLATION. 6' CONCRETE SIDEALK �j
(SEE CDC 1.2103) SEE CDC DETAIL 1.2509 /
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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Reviewed / Approved By:
Project Number: 17028
SCALE 0 30 60
Full Scale: Horiz.: 1" = 30'
Half Scale: Horiz.: 1" = 60'
ISSUE DATE
03/25/2022
C2,2

Crawford Design Company © Copyright 2022 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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1 KEY NOTES
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED O
THE TITLE PAGE SHALL APPLY TO THIS PLAN
2. CONCRETE MONUMENT ALONG SOUTHWEST TOWARDS THE CORNER OF PROPERTY IS
ELEV: 361.52
3. PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT SLOPES LEFT
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EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, B
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE OCCURS,
THOSE AREAS SHALL BE RE -SEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND
PREPARED FOR PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES & MAINTENANCE.
5. CONTACT: Kevin Lindsay (910)-920-7661
6. PARCEL IDENTIFICATION NUMBER: 00039185
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION
CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS.
8. SEE SHEET C6.0 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS.
9. APPROXIMATE 4.0 ACRES OF 4.6 ACRES DISTURBED IN PHASE 1 SHALL DRAIN TO
TSB1 / DRYPOND 1. REMAINING 0.6 ACRES IS NEAR ROAD AND PERIMETER AND SHALL
HAVE SILT FENCE & SILT FENCE OUTLETS FOR EROSION CONTROL.
10. NO RETAINING WALL TIE -BACKS SHALL BE ALLOWED WITHIN UTILITY EASEMENTS.
1 EROSION CONTROL CONSTRUCTION SEQUENCE
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1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION
CONFERENCE.
2. REFRESH EXISTING SILT FENCE, SILT FENCE OUTLETS, DIVERSION BERMS
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
4. INSTALL NEW TEMPORARY SEDIMENT FENCE AND FENCE OUTLETS.
5. EXPAND TEMPORARY SKIMMER BASIN W/ POROUS BAFFLES.
6. CONSTRUCT WALL "B" AND FILL IN WETLAND IAW WETLAND PERMIT.
7. ADJUST DIVERSION BERM TO NEW BERMS 1 & 2 TO ENSURE RUNOFF FORM SITE ENTERS
SKIMMER BASIN
8. GRADE SITE.
9. INSTALL UNDERGROUND STORMWATER DETENTION SYSTEM.
10. INSTALL STORM DRAINS AND INLET PROTECTION.
11. REMOVE TEMPORARY SKIMMER AND COMPLETE FINAL GRADING AFTER ALL STORM
DRAINAGE AND INLET PROTECTION HAS BEEN INSTALLED.
12. APPLY TEMPORARY AND PERMANENT SEEDING TO ALL DISTURBED AREAS. IAW CHART BELOW
FINE GRADE SITE AND APPLY PERMANENT SEEDING (GROUND COVER) TO ALL DISTURBED
AREAS.
13. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES BY THE TOWN OF SOUTHERN PINES HAS BEEN
OBTAINED.
14. DAMAGE TO EXISTING GRASSED AREAS SHALL BE MINIMIZED.
DWQ Construction General Permit Ground Stabilization
Requirements
Site Area
Stabilization
StabilizationTime Frame
Description
Time Frame
Exceptions
Perimeter dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10'
or less in length
Slopes steeper
7 days
and are not
than 3:1
steeper than 2: 1,
14 days are
allowed
Slopes 3:1 or
7-days for slopes
14 days
greater than 50
flatter
feet in length
All other areas
None (except for
with slopes flatter
14 days
perimeters and
than 4:1
HQW Zones)
"Extensions of time may be approved by the permitting authority
based on weather or other site -specific condition that make
compliance impracticable." (Sectio 11.6(2)(b))
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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DEAr�
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CERT. No.
C-136 F
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SEALS
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed Approved By:
Project Number: 17028
SCALE 0 50 100
Full Scale: Horiz.: 1" = 50'
Half Scale: Horiz.: 1" = 100'
ISSUE DATE
03/25/2022
SHEET NUMBER
C3,1

Varies (See Site Plan)
2'4'(Max.)r__2'
(2) Steel Box Hinge
w/ 180° Adapter (Typ.)
Varies (See Site Plan)
INSET "A"--/
� ✓ 2" Tubular Steel
rFin. Grade
See Site Plan for Design Width -III_-III_-III_- -_ _
3,000 PSI Concrete Fin. Grade See Site Plan for Design Width -
Asphalt / Concrete 10X10X10 WWF �, '.'. -IIII - III III III III III I I IIII -I I I I
Pavement Section Q�, ° Fin. Grade 3,000 PSI Concrete Slope Conc. Away From Compacted IIII=
Sub -Grade III
a 2 /° Max. Slope `! Post For Positive Drainage. Compacted -_
9
° ° a d 2%Max. Sloe Sub -Grade
io ° . G c ° a p a a :��. Conc. Ftg. (Typ.) 6" 0 Conc. Filled IIII
a - , ° A. - - Steel Post w/ Steel III
° - a 1' 6" Ball Cap (Typ.) CID-- 13„
PROFILE VIEW - UNPAVED CONDITION PROFILE VIEW - PAVED CONDITION
r1_I 1 11 - I (� ::: , I I10X10X10 WWF N.rs. NTs.
11 I � 1­1 1 -
\-Compacted Sub -Grade Compacted Sub -Grade
6" 7" SECTION VIEW EMERGENCY ACCESS GATE SHALL
N.T.S.
BE ELECTRONIALLY OPERATED BY
SIREN AND INCLUDE A FIRE General Notes:
SECTION VIEW
NTs. DEPARTMENT KNOXBOX KEY 1. Provide two 6-in outside diameter (o.d.) concrete filled keeper posts. Posts shall
p.
SWITCH OVERRIDE AND OPTIACL bevide18stegreestelboxhnges a steel ball i
2. Provide 180 degree steel box hinge swing adapter to open position (2 per gate,
SENSORS AND COMPLY WITH ASTM 4total)
F2200 AND SHALL BE LISTED AS IN 3. Gate shall be composed of 2-in (nominal) Sch. 40 steel tubing.
4. All steel to be primed and painted. Color to be selected by Owner.
ACCORDANCE WITH UL325. SUBMIT 5. All hardware (to include, but not limited to) nuts, bolts, washers, etc. shall be
GATE SYSTEM TO SOUTHERN PINES stainless steel.
FIRE DEPARTMENT FOR APPROVAL 6. Concrete footings shall be4,000PSI.
PRIOR TO INSTALLATION.
CONCRETE SIDEWALK - TURN DOWN (CDC 1.2511) STANDARD CONCRETE SIDEWALK (CDC 1.2509) DOUBLE -LEAF SWING VEHICLE ACCESS GATE (CDC 1.2103)
NOT TO SCALE NOT TO SCALE NOT TO SCALE
Conc. Wheel Stop Pavement
General Notes:
Op it � Finish Grade
Fill To Top With 1. All concrete to be 3,000 PSI minimum.
15" / Flexible Exterior 2. Wheel Stops shall be free of cracks, chips, or
CV44m,
aulk 2,/ other similar defects and damage.
Steel Tube
Concrete Pad1 \-Compacted Sub -Grade
Below Ground Anchors
PROFILE VIEW
N.T.S.
IGeneral Notes:
1. Bicycle rack illustrated above is a general representation of an below -grade "loop" type
system. Contractor shall provide and install a rack system similar to that specified above.
Contractor shall obtain approval of rack system prior to installation.
2. Rack system shall be comprised of galvanized steel tubing in the diameter specified, and shall
have a polyester powder coat finish. Color to be selected by owner unless otherwise specified.
3. Rack system shall be installed in accordance with manufacturer's recommendations.
BICYCLE RACK - LOOP TYPE (CDC - 1.2612)
3' Min.
8' WIDE
OR AS NOTED ON PLAN
1" TACK GRAVEL
(COMPACTTED 95%)
T Min.
I�IIIII�IIII,�,,�I, I II� 111��ICI111,�1�
IIIIII I II I I
3" (MIN.) ABC BASE Compacted Sub -Grade
(COMPACTED 95%)
General Notes:
1. FINISHED TRAIL SURFACE TO BE CROWNED A MINIMUM V ABOVE FINISHED SOIL GRADE.
2. ROOT PRUNE AREA WHERE TRAIL IS TO BE LOCATED AND COMPACT LOOSENED SOIL T02"
MIN. BELOW EXISTING GRADE. INSTALL ABC BASE AND COMPACT TO A MIN DEPTH OF 3"
THICK.
3. ASPHALT TAR WITH STONE COVER SHALL BE 78M WITH A UNIFORM DISTRIBUTION. A
SAMPLE OF STONE SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO
CONSTRUCTION.
4. PROVIDE A MAXIMUM CROSS SLOPE OF 1.5% TO THE LOW SIDE OF TRAIL FOR SURFACE
DRAINAGE.
SECTION VIEW TOSP IIBSTII TRAIL DETAIL
N. TS.
IIII=
III'iI-III=1jII�,
SECTION VIEW
N.T.S.
j
FRONT ELEVATION VIEW
NTs
CONCRETE WHEEL STOP (CDC-1.1217)
ADD HANDRAILS IF DECK HEIGHT
EXCEEDS 30' ABOVE GROUND
2'x5' SYNTHETIC LUMBER-
8'
TV
2'x6' TREX DECKING
2'x4' SYNTHETIC WOOD OVER
4"x4' TREATED LUMBER - 24" O.C. 16n
(ANGLED ENDS)FASTENED TO I�
DECKING WITH CARRIAGE BOLTS, MAX, I
COUNTERSUNK @ 36' O.C.
Px8" SYNTHETIC LUMBER
6"A" PRESSURE
TREATED LUMBER
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IIII
IIII
= _ _ _ _ DWI CARRIAGE BOLTS
WITH NUTS AND WASHERS IL/r
IIIIIIIIII � a5 III II I
6'x2.' BRACE \
(IF DECK HEIGHT IS
IIIIII GREATER THAN 4')
I i I EXISTING GROUND \\�\� IIIIIIII
IIIIIII�iI
IIIIIIII 63" LAG BOLTS III I
IIIIIIII and WASHERS (3) III
PRESSURE TREATED
PILES DRIVEN AT 6' O.C.
IIIIIIII
NOTES: CROSS-SECTION AT EACH PAIR OF PILES
N.T.S.
1. LOADING=10,000 LBS.
2. ALL LUMBER SHALL BE TREATED.
3. ALL FASTENERS / HARDWARE SHALL BE GALVANIZED.
4. ALTERNATE DESIGNS MAY BE ALLOWED WITH PRIOR APPROVAL
FROM THE ENGINEER AND OWNER.
5. SEE CDC DETAIL 1.1308 FOR BULKHEAD AT EACH END TO PREVENT SOIL FROM
RUNNING BENEATH BOARDWALK.
6.8' DIAMETER PILING IS AN ACCEPTABLE ALTERNATE TO 8" x 8"
PILES UPON REQUEST BY THE CONTRACTOR.
WOODEN BOARDWALK CDC-1.1307
NOT TO SCALE
j
Compacted Aggregate ; Superpave SF9.56, j
Base Course Surface Course
/Finish Grade
Compacted Aggregate
/ Base Course
0
Extend Base Course Beyond
Surface Course for Sections
without curb & gutter Compacted Sub -Grade
(To 98" Standard Proctor)
6"
SECTION VIEW
N.T.S.
ASPHALT PAVEMENT - MEDIUM & HEAVY DUTY (CDC 1.1908)
ANGLED AT BOTTOM, 6" O.C.
2"x6" TREX
DECKING (TYP.)
8k8" PRESSURE TREATED)
PILES DRIVEN AT 8' O.C.
_________________________ SEE CROSS-SECTION
- - - - - - - - FOR PILE WIDTH SPACING)
----------------------
BOARDWALK LONGITUTINAL SIDE VIEW (WITHOUT RAILING)
N.TS.
NOTES:
1. PROVIDE 2" x 6" BULKHEAD ON BOTH ENDS TO PROTECT SOIL FROM RUNNING BENEATH BOARDWALK.
Extend Base Course Beyond
Surface Course for Sections -
without curb & gutter
Compacted Sub -Grade
6" (To 98" Standard Proctor)
SECTION VIEW
N.T.S.
ASPHALT PAVEMENT - STANDARD (CDC 1.1910)
%" X 15" BOLTS @
24" SPACING (TYP.)
2" X 10" BATTEN (TYP.)
2" X 6" BACKING (TYP.) 8" X 8" POSTS OR
8" DIA. PILES (TYP.)
2" X 6" BACKING
2 (TYP.)
2' 2' 2' 2'
PLAN VIEW
0
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ELEVATION VIEW
TIMBER BRIDGE ABUTMENT (CDC - 1.1308
'I
_-8"
8 X 8" POSTS OR 8" DIA. PILES
_-2" X 6" BACKING
GROUND
1
--DRIVE POSTS TO 4FT MIN. BELOW GROUND
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m
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SEALS
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FOR CONSTRUCTION
REVISIONS
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By:
Project Number: 17028
SCALE
ISSUE DATE
03/25/2022
SHEET NUMBER
C6,00

Crawford Design Company © Copyright 2022
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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TRAIL
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Landscape Architecture ♦ Fayetteville, INC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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REVISIONS
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By:
Project Number: 17028
SCALE 0 30 60
Full Scale: Horiz.: 1" = 30'
Half Scale: Horiz.: 1" = 60'
ISSUE DATE
03/25/2022
SHEET NUMBER
L2,1