HomeMy WebLinkAboutBUIES CREEK 20210602 (8)NAD83BUIES CREEK TOWNHOMES
TOWN HOMESPROPOSED USE:
ZONING:RA-30
BUIES CREEK TOWNHOMESPROJECT:
SITE DATA
ENGINEER:
KEITH ROBERTS, PE
PHONE: 919-866-4940
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
EMAIL: KEITH.ROBERTS@TIMMONS.COM
STANCIL BUILDERS, INC
TOTAL TRACT AREA:13.28 ACRES
466 STANCIL RDDEVELOPER:
ANGIER, NC 27501
TOWNSHIP:LILLINGTON
PHONE: 919-639-2073
SITE PLAN
VICINITY MAP
COVERC0.0
EXISTING IMPERVIOUS AREA:0 ACRES
PROPOSED IMPERVIOUS AREA:4.40 ACRES (33.1%)
1" = 750'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C0.0-COVR.dwg | Plotted by Gibson BlakesleeFOR RE
VIE
W
ONL
Y
06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
STANCIL BUILDERS, INC
466 STANCIL RD
ANGIER, NC 27501
PHONE: 919-639-2073
DEVELOPER
TIMMONS GROUP
5410 TRINITY RD, SUITE 102
RALEIGH, NC, 27607
PHONE: 919-866-4940
KEITH ROBERTS, PE
EMAIL: KETIH.ROBERTS@TIMMONS.COM
ENGINEER
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER
C1.0 EXISTING CONDITONS PLAN
C2.0 SITE PLAN
C3.0 UTILITY PLAN
C3.1 UTILITY PLAN
C4.0 GRADING PLAN
C4.1 GRADING PLAN
C5.0 UTILITY PROFILES
C5.1 UTILITY PROFILES
C5.2 UTILITY PROFILES
C6.0 NOTES AND DETAILS
C6.1 NOTES AND DETAILS
C6.2 NOTES AND DETAILS
C6.3 NOTES AND DETAILS
C6.4 NOTES AND DETAILS
C6.5 WET POND DETAILS
C7.0 PLANTING PLAN
C7.1 PLANTING PLAN
C8.0 LIGHTING PLAN
A101 FLOOR PLAN AND ELEVATIONS
A102 FLOOR PLAN AND ELEVATIONS
A103 ELEVATIONS
KNOW WHAT'S BELOW.CALL 811 BEFORE YOU DIG.
TOTAL TRACT IMPERVIOUS AREA:4.40 ACRES (33.1%)
SITE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH HARNETT COUNTY,
NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS
SITE ADDRESS:0 GREGORY CIR
0 GREGORY CIRC, HARNETT COUNTY,
NORTH CAROLINA
BENTON W. DEWAR AND ASSOCIATES
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PHONE: 919-552-9813
SURVEYOR
LODLODLOD
LOD
LODLODLO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LOD LODLOD
L
O
DLODLODLODLODLODLODLOD
LOD
204
203202201
200
199
198
197
196195194193192
191
190
189
188
187
185
184 1701751801851901931681651701751851801
6
0
1621801851901951971751
7
2
1
7
5
1601561561571
6
0
1
7
0 163
159158157160161162N24°
1
8
'
1
2
"
W
32.1
2
'
N19
°
3
7
'
1
1
"
W
38.
9
5
'
N26°
5
8
'
0
1
"
W
30.41
'
N30°1
5
'
1
1
"
W
34.08'
N32°20'
5
3
"
W
34.04'
N34°58'1
2
"
W
40.23'
N1
7
°
5
7
'
5
8
"
W
36.
2
2
'
S82°
2
8'
4
6"
E
690.
9
7'
S1
3
°
3
8
'
5
9
"
E
13
8
6
.
7
0
'N36°45'57"E555.87'N60°13'0
4
"
W
217.86'
S1
3
°
3
8
'
5
9
"
E
13
8
6
.
7
0
'S37°07'39"W597.91'S36°45'57"W31.56'N82°
1
9'
0
6"
W
34.6
9'
0
SCALE 1"=60'
120'60'
C1.0 EXISTING CONDITONS PLANNAD 83JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C1.0-EXIS.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
CREEK CENTERLINE
EXISTING
6" WATERLINE
EXISTING CULVERT
AND HEADWALL
EXISTING FIRE
HYDRANT
TO REMAIN
EXISTING DITCH
NELLIE H. HARDEE
PIN: 0670-66-0983
ZONE: RA-30
CREEK TOP
OF BANK
GREG
O
R
Y
C
I
R
C
60' RI
G
H
T
O
F
W
A
Y
NOTES
1.BOUNDARY INFORMATION PROVIDED BY BEN DEWAR, PLS.
2.EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY BEN DEWAR, PLS.
3.ADJACENT PROPERTY OWNERSHIP INFOMRATION PROVIDED BY HARNETT COUNTY GIS.
4.THE SUBJECT PROPERTY LIES IN ZONE X IN ACCORDANCE WITH FIRM MAP #3720066000J WITH
EFFECTIVE DATE OF OCTOBER 3,2006.
5.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND
BE PROTECTED FROM DAMAGE.
6.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED
OF OFF-SITE IN ACCORDANCE WITH WITH ALL APPLICABLE RULES AND REGULATIONS.
7.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE TEMP. STOCKPILES SHALL BE
LOCATED WITHIN CONSTRUCTION LIMITS.
8.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND
UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON
THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS
UNLESS INDICATED OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT
REPAIR DETAIL.
9.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES.
SHOULD DAMAGES OCCUR, NOTIFY ARCHITECT IMMEDIATELY.
10.THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO LOCATE ALL
UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE,
FIBER OPTIC) WITHIN THE LIMITS OF CONSTRUCTION.
11.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO
PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF
UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED
DESIGN.
12.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA
REGULATIONS.
13.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO REMAIN WITHIN THE
GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED
FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED).
14.GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS, LOCATIONS, LIGHTING ETC.
W/OWNER.
15.DEMOLITION AND PATCHING OF PAVEMENT AND OTHER EXISTING IMPROVEMENTS IN ADDITION TO THAT
INDICATED ON THIS PLAN SHALL BE PERFORMED AS NECESSARY TO CONSTRUCT AND/OR INSTALL NEW
WORK.
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND AIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X X
OHP OHP
W W
UGT UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESANSAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
MH ELECTRIC
PAINTED POWER LINEUGPUGP
PAINTED GAS LINEGG
PAINTED STORM LINESTM
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULTVT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
TC
FES - FLARED END SECTION
MKG - GAS MARKER
MNF - MAG NAIL FOUND
WATER SPIGOT
CP - COMPUTED POINT
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULTVP
VU
GAS TEST LOCATION
WF - WETLAND FLAG
CCR - CHATHAM COUNTY
RECORD
WCR - WAKE COUNTY
RECORDS
TREE
HANDICAP PARKING
STORM INLET
HC
XXXX - SITE ADDRESS PAINTED FIBER OPTIC LINE
PAINTED CABLE TV LINEUCATV
UFO
EXISTING WOOD LINE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
EXISTING SANITARY
SEWER PUMP STATION
EXISTING SANITARY
SEWER DROP MANHOLE
RIM - 162.42
8" PVC IN - 153.77
SHELF - 152.06
INV. OUT - 151.02
EXISTING SANITARY
SEWER WET WELL
RIM - 162.25
BOTTOM - 144.35
PUMP STATION NO. 8
BUIES CREEK - COATS WATER
AND SEWER DISTRICT
P.C. # 2 SLIDE 101
EXISTING ROCK
WALL
EXISTING WOOD LINE
RIGHT OF WAY
EDWARD HUMPHREY
D.B. 2762 PG. 308
D.B. 618 PG. 590
EDWARD HUMPHREY
D.B. 3750 PG. 598
D.B. 618 PG. 590
CAMPBELL UNIVERSITY, INC.
D.B. 728 PG. 830
NICHOLAS AND CYNTHIA HOLEMAN
D.B. 3796 PG.308
JOYCE ANDREWS
D.B. 2834 PG. 476
SUSETTE WINDSOR TRUST
D.B. 3183 PG. 520
PAR
K
W
O
O
D
L
N
APPROXIMATE
LOCATION OF
EXISTING SANITARY
SEWER EASEMENT
N36°45'57"E555.87'N6
0
°
1
3
'
0
4
"
W
21
7
.
8
6
'S13°38'59"E1386.70'N36°45'57"E555.87'S82°28'46"E
690.97'
C2.0 SITE PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C2.0-SITE.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
0
SCALE 1"=40'
80'40'NAD 83KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
18'18'24'9'9'9'VAC
9'STALL AISLE STALL
TYPICAL PARKING DIMENSIONS
9
0
°
VAC
NOTES:
ALL DIMENSIONS ARE TO FACE OF CURB.
INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE.
TYP 5' RADIUS
UNLESS NOTED
OTHERWISE
THE ACCESSIBLE PARKING
SPACES AND AISLES
SHALL HAVE A MAX. 2%
SLOPE IN ALL DIRECTIONS
INCLUDING THE DIAGONAL
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PHASE LINE
PROPOSED 100 YR FLOODPLAIN
PROPOSED CENTERLINE
ADJACENT PROPERTY LINE
EXISTING ROAD CENTERLINE
EXISTING RIGHT-OF-WAY
PROPOSED EOP
BUILDING SETBACK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
CIVIC SPACE
SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE
DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 18-IN
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TO THE BOTTOM OF SIGN.
3.
2.
1.
12"x18"
SIZE
R7-1
MUTCD STD.
ACCESSIBLE PARKING
SIGN
ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
MARKING
PARKING SPACE
NCDOT STD.SIZE
4-IN
COLOR
WHT.-
TRAFFIC CONTROL NOTES
4.ALL PAVMENT MARKINGS SHALL BE RESIN TYPE PAINT AS REQUIRED BY THE COUNTY.
* NO PARKING - FIRE LANE MARKING SHALL CONSIST OF A 4" SOLID YELLOW
STRIPE AND 8" HIGH YELLOW TEXT "NO PARKING - FIRE LANE" AT 40' INTERVALS.
STRIPING SHALL BE PLACED AS INDICATED BY THE FOLLOWING LINETYPE
NO PARKING - FIRE LANE *4-IN YEL.
CROSSWALK 4-IN WHT.1205.07
30"x30"R1-1STOP
PAVEMENT LEGEND
CONCRETE SIDEWALK, SEE DETAIL SHEET
HEAVY-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
LIGHT-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
LIGHT-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
SITE PLAN SUMMARY
PROJECT:BUIES CREEK TOWNHOMES
DEVELOPER:STANCIL BUILDERS INC
PROJECT ADDRESS:0 GREGORY CIR
PIN #:0670-66-0983
JURISDICTION:BUIES CREEK
ZONING:RA-30
EXISTING USE:VACANT
PROPOSED USE:TOWNHOMES
SETBACKS:FRONT SETBACK: 35', SIDE SETBACK: 15', REAR SETBACK: 35'
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP #3720066000J
(EFFECTIVE 10/03/2006)
PROPOSED LOT 1 AREA:13.29 ACRES
DISTURBED AREA:7.89 ACRES
EXISTING IMPERVIOUS
SURFACE AREA:0.0 ACRES (0.0%)
PROPOSED IMPERVIOUS AREA:4.40 ACRES (33.1%)
VEHICLE PARKING SUMMARY:
REQUIRED
1 SPACE PER UNIT
1 SPACE / UNIT * 72 UNITS
TOTAL = 72 SPACES
VEHICLE PARKING SUMMARY:
PROVIDED
285 TOTAL SPACES
12 VAN ACCESSIBLE ADA SPACES
REQUIRED OPEN SPACE (15%)1.99 ACRES
PROPOSED OPEN SPACE 2.40 ACRES
REQUIRED IMPROVED OPEN
SPACE (5% OF REQUIRED)0.10 ACRES
PROPOSED IMPROVED OPEN
SPACE 0.14 ACRES
SITE LAYOUT KEYNOTES
A ACCESSIBLE WHEELCHAIR RAMP TYPE 1, SEE DETAILS
B ACCESSIBLE WHEELCHAIR RAMP TYPE 1B, SEE DETAILS
C ACCESSIBLE WHEELCHAIR RAMP TYPE 2, SEE DETAILS
D MAIL KIOSK, SEE ARCHITECTURALS
E PROPOSED DUMPSTER PAD AND ENCLOSURE; SEE DETAILS
F FLUSH PAVEMENT, SEE DETAIL SHEET
G ACCESSIBLE PARKING AND SIGNAGE, SEE TRAFFIC CONTROL NOTES THIS SHEET
H 24" CURB AND GUTTER, SEE DETAILS
CREEK CENTERLINE
17
R25'R25'
R30'
R30'
R30'
R25'
R20'
R20'R20'
R20'
R20'
R20'
R30'
R15'
R15'
R15'
R30'
18'
9'
24'
18'
9'
24'
9'
24'18'
24'
11
16
14
15
18
10
10
19
17
17
17
13
12
10
18
16
16
11
E
E
RIGHT OF WAY
R38'
A
A
A
AB
C
C
C
C
C
A
A
24'
D GREGORY C
IRC60'
R
IGHT
OF
WAY
R15'
7
TOWNHOUSE BUILDING #1
6 UNITS
TOWNHOUSE BUILDING #2
6 UNITS
TOWNHOUSE BUILDING #3
7 UNITS
TOWNHOUSE BUILDING #4
7 UNITSTOWNHOUSE BUILDING #56 UNITSTOWNHOUSE BUILDING #68 UNITSTOWNHOUSE BUILDING #78 UNITSTOWNHOUSE BUILDING #88 UNITSTOWNHOUSE BUILDING #98 UNITSTOWNHOUSE BUILDING #108 UNITS20'
20'
20'
20'
20'
20'
GENERAL NOTES
1.ALL CONSTRUCTION SHALL CONFORM TO HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
2.ROADS AND DRIVEWAYS SHALL COMPLY WITH NCDOT AND HARNETT COUNTY STANDARDS.
3.SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS SHALL BE REQUIRED PRIOR
TO FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE SHALL BE RESTRICTED TO AN ON-SITE LOCATION.
4.THE WATER AND SEWER SYSTEMS SHALL COMPLY WITH HARNETT COUNTY STANDARDS.
5.ALL DESIGN AND CONSTRUCTION METHODS SHALL COMPLY WITH WAKE COUNTY'S SEDIMENTATION AND
EROSION CONTROL REGULATIONS. AN EROSION CONTROL PLAN SHALL BE APPROVED BY HARNETT
COUNTY PRIOR TO ANY GRADING.
6.BOUNDARY INFORMATION TAKEN FROM A SURVEY BY BEN DEWAR, PLS.
7.TOPOGRAPHIC INFORMATION TAKEN BY BEN DEWAR, PLS.
8.PRIOR TO ISSUANCE OF A GRADING PERMIT, INSTALLATION AND INSPECTION BY HARNETT COUNTY OF
TREE PROTECTION FENCING IS REQUIRED FOR LOTS ADJACENT TO TREE PRESERVATION AREAS.
9.CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY HARNETT COUNTY PRIOR TO
CONSTRUCTION.
10.A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING REQUIRED BY HARNETT COUNTY UNITED
DEVELOPMENT ORDINANCE (UDO).
11.STORMWATER CONTROL MEASURES SHALL BE CONTAINED IN AND ACCESSED VIA OPEN SPACE
MAINTAINED AND OWNED BY THE HOMEOWNER'S ASSOCIATION. A MAINTENANCE PLAN MUST BE
DEVELOPED TO ADDRESS THE STORMWATER CONTROL MEASURES.
12.PRIVATE STORM DRAINAGE EASEMENTS SHALL BE MAINTAINED BY THE OWNER.
13.PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION.
SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT.
14.PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY, THE OWNER/BUILDER MUST SUPPLY THE TOWN
WITH A FINAL LETTER OF CERTIFICATION FROM LIGHTING ENGINEER, LIGHTING MANUFACTURE, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS INSTALLED ACCORDING TO
TOWN STANDARDS, THE APPROVED PLANS AND ANY APPLICABLE CONDITIONS.
15.THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR LIGHTING AND THE
DEVELOPER SHALL BE RESPONSIBLE FOR ALL INITIAL FEES CHARGED WITH THE LIGHT INSTALLATION.
ALL INSTALLATION FEES ARE REQUIRED TO BE PAID UP FRONT AT THE TIME OF INSTALLATION.
16.CONTACT THE ENGINEERING DEPARTMENT AT 910-893-7575 TO SCHEDULE A PRE-CONSTRUCTION
MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
17.DURING THE ENTIRE PERIOD OF CONSTRUCTION ACTIVITY, ALL PROTECTED TREES SHALL BE
SURROUNDED AND PROTECTED BY AN ORANGE TENSAR GEOGRID FENCING. TREE PROTECTION FENCING
SHALL BE INSTALLED A MINIMUM OF 10' FROM TRUNK OF ANY PROTECTED TREE OR DRIP LINE. ONE SIGN
SHALL BE PLACED EVERY 200' ALONG FENCING TO READ "TREE PROTECTION AREA - DO NOT ENTER /
PARA PROTECCION DE LOS ARBOLES - PROHIBIDIO ENTRAR".
18.PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION.
SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL.
F
F
FFF
F
F
F
F
F F
G
G
G
G
G
G
24'18'
9'
TRAFFIC CONTROL NOTES
GENERAL NOTES:
·ALL WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND/OR NCDOT STANDARD DETAILS AND
SPECIFICATIONS.
·PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITHNCDOT TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS ARE
ISSUED.
·MUST HAVE AN ISSUED RIGHT-OF-WAY PERMIT FOR STREET, LANE AND/OR SIDEWALK CLOSURE TO
CONDUCT ANY WORK IN THE RIGHT-OF-WAY.
·ALL PERMITS MUST BE AVAILABLE ON-SITE DURING THE OPERATION.
·FIELD ADJUSTMENTS TO THE APPROVED PLAN MAY BE REQUIRED BY NCDOT AS NEEDED DURING
CONSTRUCTION.
·ANY REVISION TO THE APPROVED PLAN MUST BE APPROVED BY NCDOT PRIOR TO IMPLEMENTATION.
·ANY DAMAGE TO THE RIGHT OF WAY SHALL BE REPAIRED PER NCDOT SPECIFICATIONS AT NO COST TO THECITY.
·ALL PAVEMENT MARKINGS SHALL BE RESTORED TO ORIGINAL PLACEMENT AND CONDITIONS.
·CONSTRUCTION FENCING SHOULD NOT ENCROACH INTO THE PUBLIC RIGHT OF WAY. IF IT DOES, IT MUST BEMOVABLE IN CASE ADJUSTMENTS HAVE TO BE MADE. NO DRILLING, BORING OR ANY PERMANENT FASTENING
OF THE FENCE IS ALLOWED IN THE PUBLIC RIGHT OF WAY.
·NO PORTABLE RESTROOMS ARE PERMITTED IN THE PUBLIC RIGHT-OF-WAY. ACCESSIBLE RESTROOMS MUST
BE PROVIDED ON SITE.
·ALL SIGNAGE MUST BE VERIFIED AND MAINTAINED PROPERLY BY CONTRACTOR BEFORE THE START OF
WORK AND REMAIN INTACT FOR THE DURATION OF THE PROJECT.
·DRIVEWAYS IMPACTED BY THE LANE CLOSURE MUST REMAIN ACCESSIBLE
·WHEN WORK IS PERFORMED WITHIN A SCHOOL ZONE DURING SCHOOL OPERATIONAL HOURS, WORK MUST
NOT IMPEDE WITHIN THE POSTED SCHOOL TRAFFIC TIMES. THE WORK BEING PERFORMED MUST BE
REPORTED TO THE PRINCIPAL OF THE SCHOOL PRIOR TO COMMENCEMENT OF WORK.
·SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF THE
PROJECT. SUCH MEASURES INCLUDE BUT ARE NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND
CONSTRUCTION ENTRANCE.
·THE STORM WATER CONTROL DEVICES CANNOT INTERFERE WITH ANY ADA ACCESSIBLE PATH.
·ALL EXISTING UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO BEGINNING ANY EXCAVATION OR
UNDERGROUND CONSTRUCTION. ALL UNDERGROUND UTILITY LOCATES SHALL BE ORDERED NO LESS THAN
3 DAYS PRIOR AND NO MORE THAN 12 DAYS PRIOR TO THE BEGINNING OF SAID EXCAVATION OR
UNDERGROUND CONSTRUCTION.
·CURB/SIDEWALK REMOVAL DEBRIS, PRE-MADE BUILDING PACKAGES, GRAVEL, SOD, ETC. SHALL NOT BE
STOCKPILED WITHIN THE PUBLIC RIGHT-OF-WAY.
·IF WORK IS BEING PERFORMED 5' FROM BACK OF CURB NO LANE CLOSURE IS REQUIRED. SIGNAGE OF WORK
AHEAD IS REQUIRED TO NOTIFY TRAFFIC AND PEDESTRIANS.
·IF WORK IS BEING PERFORMED 15' FROM THE EDGE OF PAVEMENT NO LANE CLOSURE. SIGNAGE OF WORK
AHEAD IS REQUIRED TO NOTIFY TRAFFIC AND PEDESTRIANS.
·A MINIMUM TWO-WAY ACCESS OF 20' IS REQUIRED AT ALL TIMES FOR TRAFFIC, NOT INCLUDING THE CURB
AND GUTTER AREAS.
·IF ANY OPERATOR/CONTRACTOR PARKS IN A RESIDENTIAL AREA FORCING THE HOMEOWNER/RESIDENT TO
PARK ON THE OTHER SIDE OF THE ROAD, NARROWING TO 20' OR LESS, THE OPERATOR/CONTRACTOR IS
LIABLE TO ENSURE A LANE CLOSURE PERMIT IS OBTAINED.
·SIGHT VISIBILITY MUST BE MAINTAINED AT ALL TIMES.35' SETBACK
15' SETBACK
15' SETBACK35' SETBACK
H
EDWARD HUMPHREY
D.B. 2762 PG. 308
D.B. 618 PG. 590
EDWARD HUMPHREY
D.B. 3750 PG. 598
D.B. 618 PG. 590JOYCE ANDREWS
D.B. 2834 PG. 476
SUSETTE WINDSOR TRUST
D.B. 3183 PG. 520
PROPOSED WET POND
PROPOSED OPEN SPACE
1.80 ACRES
IMPROVED OPEN
SPACE AREA
0.14 ACRES
PROPOSED OPEN SPACE
0.46 ACRES
PROPOSED OPEN SPACE
MH 1
MH 2
MH 3
MH 5
MH 6
MH 21
MH 22
MH 4
8''W8''W8''W8''W8''W8''W
6'
'W6''W6'
'W6'
'W6'
'W8''W8''W8''W
8''WS
SSANS
SA
N
SANSANSSSANSANS
SANSANSANSANS
SANS
S
SS
S
S
S
SSSANSA
N
SANSANSANSANSANSANSANSANSAN207.10' OF 8" SDR 35 PVC @ 2.00
%182.32' OF 8" SDR 35 PVC @ 1.45%
16
0
.
4
7
'
O
F
8
"
S
D
R
3
5
P
V
C
@
1
.
1
3
%
112.75' OF 8" SDR 35 PVC @ 3.78%
86.82' OF 8" SDR 35 PVC @ 2.00%
300.00' OF 8" SDR 35 PVC @ 2.90%8" SDR 21 PVC8" SDR 21 PVC8" SDR 21 PVC
8" SDR 21 PVC
6" SDR 21 PVC6" SDR 21 PVCTOWNHOUSE BUILDING #1
6 UNITS
TOWNHOUSE BUILDING #2
6 UNITS
TOWNHOUSE BUILDING #3
7 UNITS
TOWNHOUSE BUILDING #4
7 UNITSTOWNHOUSE BUILDING #56 UNITSTOWNHOUSE BUILDING #68 UNITSTOWNHOUSE BUILDING #78 UNITSTOWNHOUSE BUILDING #88 UNITSTOWNHOUSE BUILDING #98 UNITSTOWNHOUSE BUILDING #108 UNITSSANITARY PIPE TABLE
PIPE #
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11 -12
DIA
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
FROM - TO
MH 1 - MH 2
MH 2 - MH 3
MH 3 - MH 4
MH 4 - MH 5
MH 5 - MH 6
MH 6 - MH 7
MH 7 - MH 8
MH 8 - MH 9
MH 9 - MH 10
MH 10 - MH 11
MH 11 - MH 12
UPSTREAM
INVERT
197.08
190.22
188.21
185.36
181.02
179.08
167.88
156.22
152.46
152.12
151.67
DOWNSTREAM
INVERT
192.82
188.41
185.56
181.22
179.28
170.38
156.42
152.66
152.32
151.87
151.55
SLOPE
3.78%
1.13%
1.45%
2.00%
2.00%
2.90%
3.79%
3.64%
0.51%
0.50%
0.50%
LENGTH
112.75 LF
160.47 LF
182.32 LF
207.10 LF
86.82 LF
300.00 LF
302.06 LF
97.83 LF
27.67 LF
49.75 LF
24.62 LF
DESCRIPTION
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8" DUCTILE IRON
8 inch PVC
8 inch PVC
C3.0 UTILITY PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C3.0-UTIL.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
SEWER
SANITARY SEWER
SANITARY MANHOLE
SAN
EXISTING WATER LINE
PROPOSED WATER LINE
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
LEGEND
W
S
WATER
W
EXISTING SANITARY SEWERSAN
0
SCALE 1"=40'
80'40'NAD 83KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
WATER QUANTITY TABLE
6" WATERLINE 545 LF
8" WATERLINE 976 LF
MATCHLINE - SEE SHEET C3.1
UTILITY KEYNOTES
A 2" GANG METER, SEE DETAIL SHEET AND PLUMBING PLAN
B CONNECT 8" WATER MAIN TO EXISTING 6" WATER MAIN
C 8" X 6" REDUCER
D 6" X 6" TAPPING SLEEVE
E 8" X 8" TEE
F 2" WATER SERVICE LINE
G SANITARY SEWER SERVICE CLEANOUT (SHALL BE TRAFFIC BEARING
WHERE PLACED OUTSIDE OF GRASSED AREAS), SEE DETAIL SHEET
H 6" GATE VALVE
I 6" SANITARY SEWER SERVICE @ 1.0% MIN. SLOPE, 3' MIN. COVER (TYP.)
J EXTEND SERVICE TO WITHIN 5'-0" OF BUILDING WALL. REFER TO PLUMBING
PLANS FOR EXACT LOCATION AND INVERT ELEVATION
K FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET
RIGHT OF WAY
CREEK CENTERLINE
B
C
A
K
K
H
H
D
EXISTING FIRE HYDRANT
EG
A
A
A
A
A
A
A
A
A
J
J
J
J
J
J
J
I
I
I
I
I
I
I
I
F
F
F
F F
F
F
F
F
F
J
GREGORY C
IRC60'
R
IGHT
OF
WAY
20' PUBLIC UTILITY
EASEMENT
PRIVATE STORMWATER EASEMENTS ARE
SUBJECT TO CHANGE WITH CONSTRUCTION
PLAN REVIEW.
GENERAL CONTRACTOR:
PRIOR TO BEGINNING ANY CONSTRUCTION,
FIELD SURVEY VERIFYING LOCATION, DEPTH,
TYPE, MATERIAL AND CONDITION OF ALL
EXISTING UTILITIES. IN CASE OF CONFLICT,
NOTIFY ENGINEER.
20' PUBLIC UTILITY EASEMENT
30' PUBLIC UTILITY
EASEMENT
20' PUBLIC UTILITY
EASEMENT
C
C
UTILITY NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY STANDARDS AND
SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS - 5 FT.
GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 24 IN.
WATER AND STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
1.INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 3-FT. INSTALL WATER SERVICES WITH NO LESS
THAN 18-IN OF COVER TO SUBGRADE.
2.INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISHED GRADE UNLESS DUCTILE
IRON PIPE IS USED. INSTALL SEWER SERVICES WITH NO LESS THAN 24-IN OF COVER TO SUBGRADE.
3.INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
4.WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF
10-FT.
5.WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 24-IN TO
STORM DRAINAGE PIPES.
6.COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS,
UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
TELEPHONE AND CATV.
7.VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION.
NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED.
8.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS
AT NO EXPENSE TO THE OWNER.
9.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
10.THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE
IMPROVEMENTS FOLLOWING CONSTRUCTION.
11.CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED
ACCESS AND UTILITY SERVICE TO ADJACENT FACILITIES.
12.SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR
REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION.
13.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL LOCAL JURISDICTION STANDARDS AND
SPECIFICATIONS.
14.ALL SANITARY SEWER SERVICES SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESS INDICATED
OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
15.SEWER IS TO BE OWNED AND MAINTAINED BY THE HARNETT COUNTY.
16.CONTRACTOR TO PROVIDE TESTING FOR FILL ON SEWER LINE.
17.CONTRACTOR TO SOFT DIG FOR RAW WATER LINE LOCATIONS.
18.CONTRACTOR WILL NEED TO HAVE A PRE-CONSTRUCTION MEETING WITH THE HARNETT COUNTY STAFF
PRIOR TO RELEASE OF APPROVED PERMITTED PLANS.
19.HARNETT COUNTY REPRESENTATIVE WILL NEED TO BE AT THE PRE-CON MEETING FOR THE UTILITIES.
PROPOSED WET POND
30' PUBLIC UTILITY
EASEMENT182.33' OF 8" SDR 35
PVC @3.10%178.63' OF 8"
SDR 35 PVC @2.56%
MH 7
MH 8SSSANSANSANSANSAN
S
SSSSSA
NSSSANSANSANSANSAN302.06' OF 8" SDR 35 PVC @ 3.79%SS
SSSSA
N
97.83' OF 8" SDR 35 PVC @ 3.64%
27.67' OF 8" Ductile Iron @ 0.51%
49.75' OF 8" SDR 35 PVC @ 0.50%
24.62' OF 8" SDR 35 PVC @ 0.50%
10.00' OF 8" SDR 35 PVC @ 0.50%
MH 9
MH 10
MH 11
MH 12
EX1
SANITARY PIPE TABLE
PIPE #
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11 -12
DIA
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
FROM - TO
MH 1 - MH 2
MH 2 - MH 3
MH 3 - MH 4
MH 4 - MH 5
MH 5 - MH 6
MH 6 - MH 7
MH 7 - MH 8
MH 8 - MH 9
MH 9 - MH 10
MH 10 - MH 11
MH 11 - MH 12
UPSTREAM
INVERT
197.08
190.22
188.21
185.36
181.02
179.08
167.88
156.22
152.46
152.12
151.67
DOWNSTREAM
INVERT
192.82
188.41
185.56
181.22
179.28
170.38
156.42
152.66
152.32
151.87
151.55
SLOPE
3.78%
1.13%
1.45%
2.00%
2.00%
2.90%
3.79%
3.64%
0.51%
0.50%
0.50%
LENGTH
112.75 LF
160.47 LF
182.32 LF
207.10 LF
86.82 LF
300.00 LF
302.06 LF
97.83 LF
27.67 LF
49.75 LF
24.62 LF
DESCRIPTION
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8 inch PVC
8" DUCTILE IRON
8 inch PVC
8 inch PVC
C3.1 UTILITY PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C3.0-UTIL.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
0
SCALE 1"=40'
80'40'NAD 83KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
MATCHLINE
CREEK CENTERLINE
EXISTING PUMP STATION
SEWER
SANITARY SEWER
SANITARY MANHOLE
SAN
EXISTING WATER LINE
PROPOSED WATER LINE
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
LEGEND
W
S
WATER
W
EXISTING SANITARY SEWERSAN
RIGHT OF WAY
UTILITY KEYNOTES
A 2" GANG METER, SEE DETAIL SHEET AND PLUMBING PLAN
B CONNECT 8" WATER MAIN TO EXISTING 6" WATER MAIN
C 8" X 6" REDUCER
D 6" X 6" TAPPING SLEEVE
E 8" X 8" TEE
F 2" WATER SERVICE LINE
G SANITARY SEWER SERVICE CLEANOUT (SHALL BE TRAFFIC BEARING
WHERE PLACED OUTSIDE OF GRASSED AREAS), SEE DETAIL SHEET
H 6" GATE VALVE
I 6" SANITARY SEWER SERVICE @ 1.0% MIN. SLOPE, 3' MIN. COVER (TYP.)
J EXTEND SERVICE TO WITHIN 5'-0" OF BUILDING WALL. REFER TO PLUMBING
PLANS FOR EXACT LOCATION AND INVERT ELEVATION
K FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET
WATER QUANTITY TABLE
6" WATERLINE 545 LF
8" WATERLINE 976 LF
PRIVATE STORMWATER EASEMENTS ARE
SUBJECT TO CHANGE WITH CONSTRUCTION
PLAN REVIEW.
GENERAL CONTRACTOR:
PRIOR TO BEGINNING ANY CONSTRUCTION,
FIELD SURVEY VERIFYING LOCATION, DEPTH,
TYPE, MATERIAL AND CONDITION OF ALL
EXISTING UTILITIES. IN CASE OF CONFLICT,
NOTIFY ENGINEER.
20' PUBLIC UTILITY
EASEMENT
UTILITY NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY STANDARDS AND
SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS - 5 FT.
GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 24 IN.
WATER AND STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
1.INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 3-FT. INSTALL WATER SERVICES WITH NO LESS
THAN 18-IN OF COVER TO SUBGRADE.
2.INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISHED GRADE UNLESS DUCTILE
IRON PIPE IS USED. INSTALL SEWER SERVICES WITH NO LESS THAN 24-IN OF COVER TO SUBGRADE.
3.INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
4.WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF
10-FT.
5.WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 24-IN TO
STORM DRAINAGE PIPES.
6.COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS,
UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
TELEPHONE AND CATV.
7.VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION.
NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED.
8.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS
AT NO EXPENSE TO THE OWNER.
9.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
10.THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE
IMPROVEMENTS FOLLOWING CONSTRUCTION.
11.CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED
ACCESS AND UTILITY SERVICE TO ADJACENT FACILITIES.
12.SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR
REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION.
13.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL LOCAL JURISDICTION STANDARDS AND
SPECIFICATIONS.
14.ALL SANITARY SEWER SERVICES SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESS INDICATED
OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
15.SEWER IS TO BE OWNED AND MAINTAINED BY THE HARNETT COUNTY.
16.CONTRACTOR TO PROVIDE TESTING FOR FILL ON SEWER LINE.
17.CONTRACTOR TO SOFT DIG FOR RAW WATER LINE LOCATIONS.
18.CONTRACTOR WILL NEED TO HAVE A PRE-CONSTRUCTION MEETING WITH THE HARNETT COUNTY STAFF
PRIOR TO RELEASE OF APPROVED PERMITTED PLANS.
19.HARNETT COUNTY REPRESENTATIVE WILL NEED TO BE AT THE PRE-CON MEETING FOR THE UTILITIES.
CONTRACTOR SHALL TIE TO EXISTING
PUMP STATION. CONTRACTOR SHALL
COMPLY WITH ALL STATE GUIDLINES AND
STANDARDS.
APPROXIMATE
LOCATION OF
EXISTING SANITARY
SEWER EASEMENT
STORM PIPE TABLE
PIPE #
101-100
102-101
103-102
104-103
105-104
105A-105
106-105
110-102
111-110
112-111
113-112
DIA
24"
24"
24"
18"
15"
15"
15"
18"
15"
15"
15"
FROM - TO
CB 101 - FES 100
CB 102 - CB 101
CB 103 - CB 102
CB 104 - CB 103
CB 105 - CB 104
CB 105A - CB 105
CB 106 - CB 105
CB 110 - CB 102
CB 111 - CB 110
CB 112 - CB 111
CB 113 - CB 112
UPSTREAM
INVERT
185.05
187.51
188.41
189.75
192.45
195.95
193.64
188.12
192.24
195.54
196.55
DOWNSTREAM
INVERT
179.00
186.55
187.51
188.91
190.00
193.45
192.45
188.01
188.37
192.24
195.54
SLOPE
6.59%
0.99%
1.00%
0.99%
1.01%
4.96%
1.00%
1.08%
3.08%
1.43%
2.61%
LENGTH
91.84 LF
96.64 LF
90.41 LF
84.48 LF
243.24 LF
50.41 LF
119.19 LF
10.19 LF
125.67 LF
230.22 LF
38.71 LF
DESCRIPTION
24 inch RCP
24 inch RCP
24 inch RCP
18 inch RCP
15 inch RCP
15 inch RCP
15 inch RCP
18 inch RCP
15 inch RCP
15 inch RCP
15 inch RCP
STORM PIPE TABLE
PIPE #
CULVERT 1
CULVERT 2
DIA
18"
18"
FROM - TO
-
-
UPSTREAM
INVERT
197.00
181.00
DOWNSTREAM
INVERT
193.00
175.00
SLOPE
4.79%
13.77%
LENGTH
83.42 LF
43.58 LF
DESCRIPTION
18 inch RCP
18 inch RCP
8''W8''W8''W8''W8''W8''W
6'
'W6''W6'
'W6'
'W6'
'W8''W8''W8''W
8''WS
SSANS
SA
N
SANSANSSSANSANS
SANSANSANSANS
SANS
7
14
11
17
22
17
23
19
17
10
15
18
18
16
11
17
16
16
1
9
0
195200 204
2
0
3
202
20
1
1
9
9
1
9
8
196
194
193
192
1911
8
9
188187185190
180
175 170
165 175185190195172203202201200
2
0
2
2
0
1
2
0
0
204
200197194195192190195190178
1
9
6
1
9
7
198
197196200
199
198
183178187178189185CB 113
CB 105A
CB 112
CB 105
CB 106
CB 104
CB 111
CB 103
CB 101
CB 110 CB 102
FES 100
15
"
RCP15" RCP18" RCP24" RCP24" RCP15" R
C
P
15" RCP15" RCP15" R
C
P
24" RCP193191
188
185
182
195
193 198195191190195193177
180
183
185
174
199200202
202
1
9
7198
197198199
19519719819920
0
198
2
0
3
204
191195198180185
19019519318818319919719818" RCP18" RCP178
182185187185180175170182FFE=200
.
9
6
'
FFE=200
.
6
3
'
FFE=200
.
6
3
'
FFE=200.
3
0
'
FFE=199.
9
7
'
FFE=199.
6
4
'
FFE=199.
4
7
'
FFE=199.
1
4
'
FFE=199
.
1
4
'
FFE=198.
8
1'
FFE=198.
8
1
'
FFE=198.
4
8
'
FFE=198.
1
5
'
FFE=198.
1
5
'
FFE=197
.
8
1
'
FFE=197
.
4
8
'
FFE=197.1
5
'
FFE=197.
1
5
'
FFE=196
.
8
2
'
FFE=196
.
4
9
'
FFE=196.4
9
'
FFE=196.
1
6
'FFE=202.51'FFE=202.84'FFE=203.34'FFE=203.67'FFE=204.00'FFE=204.50'FFE=204.61'FFE=204.28'FFE=203.78'FFE=203.28'FFE=202.95'FF
E
=
2
0
0
.
4
9
'
FF
E
=
2
0
0
.
1
6
'
FF
E
=
1
9
9
.
8
3
'
FF
E
=
1
9
9
.
8
3
'
FF
E
=
1
9
9
.
5
0
'
FF
E
=
1
9
9
.
5
0
'
FF
E
=
1
9
9
.
1
7
'
FF
E
=
1
9
9
.
1
7
'
FF
E
=
1
9
8
.
8
9
'
FF
E
=
1
9
8
.
8
9
'
FF
E
=
1
9
8
.
5
6
'
FF
E
=
1
9
8
.
5
6
'
FF
E
=
1
9
8
.
2
3
'
FF
E
=
1
9
7
.
9
0
'
FF
E
=
1
9
7
.
9
0
'
FF
E
=
1
9
7
.
5
7
'
FF
E
=
1
9
7
.
4
8
'
FF
E
=
1
9
7
.
1
5
'
FF
E
=
1
9
7
.
1
5
'
FF
E
=
1
9
6
.
8
2
'
FF
E
=
1
9
6
.
8
2
'
FF
E
=
1
9
6
.
4
9
'
FF
E
=
1
9
6
.
4
9
'
FF
E
=
1
9
6
.
1
6
'FFE=201.01'FFE=201.34'FFE=201.67'FFE=202.17'FFE=202.50'FFE=203.00'FFE=203.33'FFE=203.38'FFE=202.88'FFE=202.55'FFE=202.05'FFE=201.55'FFE=201.22'FFE=200.72'FFE=202.45'18" RCP
TOWNHOUSE BUILDING #1
6 UNITS
TOWNHOUSE BUILDING #2
6 UNITS
TOWNHOUSE BUILDING #3
7 UNITS
TOWNHOUSE BUILDING #4
7 UNITSTOWNHOUSE BUILDING #56 UNITSTOWNHOUSE BUILDING #68 UNITSTOWNHOUSE BUILDING #78 UNITSTOWNHOUSE BUILDING #88 UNITSTOWNHOUSE BUILDING #98 UNITSTOWNHOUSE BUILDING #108 UNITSLOD
LODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLO
DLODLOD
C4.0 GRADING PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C4.0-GRAD.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
0
SCALE 1"=40'
80'40'NAD 83KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
GENERAL NOTES
1.TOTAL DISTURBED AREA = 7.89 AC
2.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS, ETC.
SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADES.
3.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'S
INDEPENDENT TESTING LABORATORY.
4.ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB, UNLESS OTHERWISE INDICATED.
5.SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
6.ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
7.A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK, GRADING AND INSTALLATION
OF EROSION CONTROL.
8.UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL.
9.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO MORE THAN A
1:50 SLOPE IN ALL DIRECTIONS.
10.ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE FOR THE LENGTH OF THE SIDEWALK AND
NO MORE THAN A 1:50 SLOPE FOR THE WIDTH OF THE SIDEWALK.
11.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE REQUIREMENTS, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER PRIOR TO POURING ANY CONCRETE SO
THAT A SOLUTION CAN BE FOUND.
12.CONTACT THE HARNETT COUNTY ENGINEERING DEPARTMENT PRIOR TO CONVERSION OF ANY SCM
ONSITE FROM AN EROSION CONTROL DEVICE TO A STORMWATER CONTROL MEASURE.
13.ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
14.ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
15.AT THE CONCLUSION OF THE PROJECT ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN
PROFESSIONAL AND THE HARNETT COUNTY ENGINEERING DEPARTMENT MUST RECEIVE ALL AS BUILT
DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF OCCUPANCY.
LEGEND
PROPERTY LINE
TREE PROTECTION FENCE
BUILDING SETBACK
ACCESS EASEMENT
SANITARY SEWER EASEMENT
100 YEAR FLOODPLAIN
RIGHT OF WAY
LIMITS OF
DISTURBANCE
LIMITS OF DISTURBANCE
REFER TO POND
PROFILE SHEET C8.0
CREEK CENTERLINE
MATCHLINE - SEE SHEET C4.1 GREGORY C
IRC60'
R
IGHT
OF
WAY
PROPOSED WET POND
STORM PIPE TABLE
PIPE #
101-100
102-101
103-102
104-103
105-104
105A-105
106-105
110-102
111-110
112-111
113-112
DIA
24"
24"
24"
18"
15"
15"
15"
18"
15"
15"
15"
FROM - TO
CB 101 - FES 100
CB 102 - CB 101
CB 103 - CB 102
CB 104 - CB 103
CB 105 - CB 104
CB 105A - CB 105
CB 106 - CB 105
CB 110 - CB 102
CB 111 - CB 110
CB 112 - CB 111
CB 113 - CB 112
UPSTREAM
INVERT
185.05
187.51
188.41
189.75
192.45
195.95
193.64
188.12
192.24
195.54
196.55
DOWNSTREAM
INVERT
179.00
186.55
187.51
188.91
190.00
193.45
192.45
188.01
188.37
192.24
195.54
SLOPE
6.59%
0.99%
1.00%
0.99%
1.01%
4.96%
1.00%
1.08%
3.08%
1.43%
2.61%
LENGTH
91.84 LF
96.64 LF
90.41 LF
84.48 LF
243.24 LF
50.41 LF
119.19 LF
10.19 LF
125.67 LF
230.22 LF
38.71 LF
DESCRIPTION
24 inch RCP
24 inch RCP
24 inch RCP
18 inch RCP
15 inch RCP
15 inch RCP
15 inch RCP
18 inch RCP
15 inch RCP
15 inch RCP
15 inch RCP
STORM PIPE TABLE
PIPE #
CULVERT 1
CULVERT 2
DIA
18"
18"
FROM - TO
-
-
UPSTREAM
INVERT
197.00
181.00
DOWNSTREAM
INVERT
193.00
175.00
SLOPE
4.79%
13.77%
LENGTH
83.42 LF
43.58 LF
DESCRIPTION
18 inch RCP
18 inch RCP
SSSANSANSANSANSAN
S
SSSSSA
N187 165
161
160
160161165170175180
185
FES 200
2
4
"
RCP185180175170165161160187187183178179185182187185180175170LODLODLODLODLODLODLO
D
LO
D
LOD
L
O
D
LO
DLODLODLODLODLODL
O
D
LOD LODC4.1 GRADING PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C4.0-GRAD.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
0
SCALE 1"=40'
80'40'NAD 83KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
GENERAL NOTES
1.TOTAL DISTURBED AREA = 7.89 AC
2.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS, ETC.
SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADES.
3.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'S
INDEPENDENT TESTING LABORATORY.
4.ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB, UNLESS OTHERWISE INDICATED.
5.SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
6.ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
7.A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK, GRADING AND INSTALLATION
OF EROSION CONTROL.
8.UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL.
9.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO MORE THAN A
1:50 SLOPE IN ALL DIRECTIONS.
10.ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE FOR THE LENGTH OF THE SIDEWALK AND
NO MORE THAN A 1:50 SLOPE FOR THE WIDTH OF THE SIDEWALK.
11.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE REQUIREMENTS, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER PRIOR TO POURING ANY CONCRETE SO
THAT A SOLUTION CAN BE FOUND.
12.CONTACT THE HARNETT COUNTY ENGINEERING DEPARTMENT PRIOR TO CONVERSION OF ANY SCM
ONSITE FROM AN EROSION CONTROL DEVICE TO A STORMWATER CONTROL MEASURE.
13.ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
14.ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
15.AT THE CONCLUSION OF THE PROJECT ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN
PROFESSIONAL AND THE HARNETT COUNTY ENGINEERING DEPARTMENT MUST RECEIVE ALL AS BUILT
DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF OCCUPANCY.
LEGEND
PROPERTY LINE
TREE PROTECTION FENCE
BUILDING SETBACK
ACCESS EASEMENT
SANITARY SEWER EASEMENT
100 YEAR FLOODPLAIN
MATCHLINE
RISER
TOP: 186.00
INV OUT: 181.00
BOTTOM: 177.00
SEE POND SHEET FOR
ORIFICE INFORMATION
6'W X 18'L X 18"T
CLASS A RIPRAP
SS
SSSSSSANSANSAN SANSAN
MH 1 MH 2
MH 21
MH 3
MH 22
MH 4
MH 5
8" SDR 35 PVC 8" SDR 35 PVC8"
S
D
R
3
5
P
V
C
8" SDR 35
P
V
C
8"
S
D
R
3
5
P
V
C
8" SDR
3
5
P
V
C
CB 113
CB 105A
CB 112
CB 104
CB 111
CB 103
CB 101
CB 110
CB 102
15" R
C
P
15
"
R
C
P
18
"
R
C
P
24
"
R
C
P
24
"
R
C
P
15"
RCP
15" RCP
15" RCP
18" RCP
0+00 1+00 2+003+
0
0
4+
0
0
5+
0
0
6+
0
08''W8''W8''W8''W6''W
6''W
6''W
6''W8''W8''W8''W197
19
8
2
0
0
2
0
1
2
0
2
2
0
3
202203
202201200199197196197196197
198
19818
1
19018
5
18
0
2002042
0
0
2
0
0
1
9
5
TOWNHOUSE BUILDING #16 UNITSTOWNHOUSE BUILDING #26 UNITSTOWNHOUSE BUILDING #37 UNITSTOWNHOUSE BUILDING #47 UNITSTOWNHOU
S
E
B
U
I
L
D
I
N
G
#
7
8 UNITSTOWNHOUSE BUILDING #98 UNITSTOWNHOUSE BUILDING #108 UNITS175
180
185
190
195
200
205
210
215
220
225
SANITARY SEWER OUTFALL - MH 1 TO PUMP STATION PROFILE203.78203.37203.05200.38198.03197.61197.54197.12196.73196.34195.89195.46195.32195.47MH 1
TOP 203.78
INV OUT 197.08 (TO MH 2)
MH 2
TOP 202.39
INV IN 192.82 (FR MH 1)
INV OUT 190.22 (TO MH 3)
113
L
F8" S
D
R
3
5
P
V
C
@ 3.
7
8
%
160 LF
8" SDR 35 PVC
@ 1.13%
MH 3
TOP 197.69
INV IN 188.41 (FR MH 2)
INV OUT 188.21 (TO MH 4)
182 LF
8" SDR 35 P
V
C
@ 1.45%
MH 4
TOP 196.31
INV IN 185.56 (FR MH 3)
INV OUT 185.36 (TO MH 5)
207 LF
8" SDR 3
5
P
V
C
@ 2.00%
MH 5
TOP 195.54
INV IN 181.22 (FR MH 22)
INV IN 181.22 (FR MH 4)
INV OUT 181.02 (TO MH 6)
24" MIN
15" RCP
EXISTING GRADE
FINISHED GRADE
3' MIN
3' MIN
8" PVC WATER
8" PVC WATER
SCALE 1"=50'
100'50'0
C5.0 UTILITY PROFILESNAD 83JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C5.0-UTPR.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
PROFILE SCALE
0
0
50
5
SANITARY SEWER OUTFALL A - PROFILE
STA 0+00 TO STA 7+10
S
A
N
I
T
A
R
Y
S
E
W
E
R
O
U
T
F
A
L
L
ASANITARY SEWER OUTFALL A20' PUBLIC UTILITY
EASEMENT
30' PUBLIC UTILITY
EASEMENT
SSS
SSAN SAN SAN SAN
MH 6
MH 7
MH 88" SDR 35 PVC8" SDR 35 PVC
8" SDR 35 PVC
FES 100
24" RCP 15+61.397+008+00 9+00 10+00 11+00 12+00 13+00 14+0015+001961921831
7
8
1
7
9
1
7
8
1
7
9
182
187 187161
187
187
1
8
8
1
9
5
160
16517
0175180185
190TOWNHOUSE BUILDING #10SSSSS8" SDR 35 P
V
C
MH 9
MH 10
8" Ductile Iron
8" SDR 35 PVC
8" SDR 35 PVC
MH 11
MH 12
8" SDR 35 PVC
EX1
145
150
155
160
165
170
175
180
185
190
195
145
150
155
160
165
170
175
180
185
190
195
SANITARY SEWER OUTFALL - MH 1 TO PUMP STATION PROFILE194.5087 LF
8" SDR 35 PVC
@ 2.00%
MH 6
TOP 192.12
INV IN 179.28 (FR MH 5)
INV OUT 179.08 (TO MH 7)
300 LF8" SD
R
3
5
P
V
C
@ 2.9
0
%
MH 7
TOP 183.40
INV IN 170.38 (FR MH 6)
INV OUT 167.88 (TO MH 8)
302
L
F8" S
D
R
3
5
P
V
C
@ 3.
7
9
%
MH 8
TOP 164.78
INV IN 156.42 (FR MH 7)
INV OUT 156.22 (TO MH 9)
24" MIN
24" RCP
EXISTING GRADE
3' MIN
EXISTING CREEK BED
FINISHED GRADE
10"
98 L
F8" S
D
R
3
5
P
V
C
@ 3.
6
4
%
MH 9
TOP 158.10
INV IN 152.66 (FR MH 8)
INV OUT 152.46 (TO MH 10)
MH 10
TOP 158.15
INV IN 152.32 (FR MH 9)
INV OUT 152.12 (TO MH 11)
50 LF
8" SDR 35 PVC
@ 0.50%
MH 11
TOP 163.71
INV IN 151.87 (FR MH 10)
INV OUT 151.67 (TO MH 12)
25 LF
8" SDR 35 PVC
@ 0.50%
MH 12
TOP 164.22
INV IN 151.55 (FR MH 11)
INV OUT 151.35 (TO EX1)
EX1
TOP 162.42
INV IN 151.30 (FR MH 12)
10 LF
8" SDR 35 PVC
@ 0.50%
28 LF
8" Ductile Iron
@ 0.51%
C5.1 UTILITY PROFILESJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C5.0-UTPR.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
SCALE 1"=50'
100'50'0 NAD 83PROFILE SCALE
0
0
50
5
SANITARY SEWER OUTFALL A - PROFILE
STA 7+10 TO STA 15+03.71
EXISTING PUMP STATIONPROPOSED WET POND
SANITARY SEWER OUTFALL A
APPROXIMATE
LOCATION OF
EXISTING SANITARY
SEWER EASEMENT
20' PUBLIC UTILITY
EASEMENT
SSSSSSANSAN
SAN SANMH 21
MH 22
MH 5
MH 6
MH 78" SDR 35 PVC8" SDR 35 PVC
8" SDR 35 PVC 8" SDR 35 PVC
CB 113
CB 112
CB 111
CB 101
CB 110
CB 102
FES 100
2
4
"
R
C
P15" RCP15" RCP 15" RCP 18" RCP
24" RCP
3+60.97
0+00 1+00 2+00
3+00
6''W 6''W 6''W 6''W199196 196197 1921831
7
8
1
7
9
1
7
8
1
7
9
182
187 187
161
187
187
16517
0175180185
190
TOWNHOUSE BUILDING #5
6 UNITS
TOWNHOUSE BUILDING #6
8 UNITS
TOWNHOUSE BUILDING #7
8 UNITS
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SANITARY SEWER OUTFALL B - PROFILE
170
175
180
185
190
195
200
205
210
170
175
180
185
190
195
200
205
210
24" MIN
24" RCP
EXISTING GRADE
FINISHED GRADE
196.8196.2195.7195.0194.5194.1193.6193.0198.31197.90197.52197.14196.74196.37196.00195.63-1+00 0+00 1+00 2+00 3+00 4+00
MH 21
TOP 198.31
INV OUT 191.23 (TO MH 22)
182 L
F8" SD
R
3
5
P
V
C
@ 3.1
0
%
MH 22
TOP 196.84
INV IN 185.59 (FR MH 21)
INV OUT 185.79 (TO MH 5)
MH 5
TOP 195.54
INV IN 181.22 (FR MH 22)
INV IN 181.22 (FR MH 4)
INV OUT 181.02 (TO MH 6)
179 LF
8" SD
R
3
5
P
V
C
@ 2.56
%
C5.2 UTILITY PROFILESJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C5.0-UTPR.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
SCALE 1"=50'
100'50'0 NAD 83PROFILE SCALE
0
0
50
5
SANITARY SEWER OUTFALL B
30' PUBLIC UTILITY
EASEMENT
20' PUBLIC UTILITY
EASEMENT
C6.0 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C7.0-NTDT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
C6.1 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C7.0-NTDT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
STANDARD GANG METER DETAIL
C6.2 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C7.0-NTDT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
ACCESSIBLE PARKING SIGNAGE
NOT TO SCALE
NOTE: MAXIMUM PENALTY
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED
BY LOCAL AUTHORITIES.
ACCESSIBLE
VAN ACCESSIBLE
SIGN R7-8D
SIGN R7-8 OR
GALV. STL. POST
FINISHED GRADE
3' DEEP CONC
"VAN ACCESSIBLE"
BOTTOM OF SIGNS
R7-8 OR R7-8A
60"
FOOTING
R7-8A
SIGN
AND REQUIREMENTS.
ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, NCSBC AND ADA SPECIFICATIONS
ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
R7-8A
RESERVED
PARKING
R7-8D
$250
MAXIMUM
PENALTY
VAN
COMPACTED
SUBGRADE
BASE COURSE
AGGREGATE
SURFACE COURSE
TYPE SF9.5A 3-IN
8-IN
TYPICAL PAVEMENT SECTIONS
NOT TO SCALE
TRAVEL
2-IN
6-IN
WITHIN
PAVING
ON-SITE
AISLES
PARKING
WITHIN
PAVING
ON-SITE
STALLS
DUTY DUTY
HEAVY LIGHT
STEEL BOLLARD
NOT TO SCALE
6" O.D. SCHEDULE 40 STEEL PIPE
ROUND OFF TOP OFCONCRETE FILL
COLOR: TO BE SELECTED
CONCRETE FOOTING
ANCHOR PIPE IN 3'-6"2'-6"6"FILL WITH CONCRETE
BY ARCHITECT.
CONCRETE PAVING
COMPACTEDSUBGRADE
2'-6"
(3000 PSI)6'-4"7'-4"1'BRICK SOLDIER COURSE
BRICK ROWLOCK
3'-8"
INSTALL #4 REBAR AT
24" O.C. VERTICAL,
TIE INTO REBAR
EMBEDDED IN
FOOTING AND
EXTENDING INTO
CAVITY, FILL CAVITY
WITH GROUT OR
MORTAR.
BRICK MASONRY
VENEER TO MATCH
BUILDINGS.
FOUNDATION AND WALL SECTION DESIGNED FOR
130 MPH WIND LOADING CONDITION FOR MAX. 24
FOOT BY 10 FOOT OVERALL DIMENSIONS.
CONCRETE FOOTING
WITH 5 EACH #4
REBAR LONG, 1 EA #4
24" O.C. WIDTHWAYS.
0'-0"
FINISHED FLOOR
FINSHED GRADE, SEE
CIVIL CONT. 24"x 12" CONC. FOOTING
W/ (2) #5 BARS (TYP.)
12" CMU, FILL SOLID BELOW
SLAB (TYP.)
8" CMU
HORIZONTAL JOINT
REINFORCING @ 16" O.C. (TYP.)
CONT. THRU-WALL FLASHING BELOW
CONT. CMU BOND BEAM FULL PERIMETER
@ TOP OF WALL (TYP.)
12" EXPANSION JOINT FULL
PERIMETER OF DUMPSTER
PAD (TYP.)
6" CONC. SLAB W/ W.W.F.
OVER STONE BASE & WELL
COMPACTED SOIL (TYP.)
TOP OF MASONRY
BRICK VENEER,
"HANSON #222 RED
WIRE-CUT" (TYP.)
FLUSH METAL PANELS (DARK
BRONZE) ON 2x2 TUBE STEEL
WELDED FRAME W/ DIAGONAL
CROSS BRACE.
8" PIPE BOLLARD, PAINT
"GLOSS BLACK"
EXTEND PIPE BOLLARD 36"
BELOW FINISHED GRADE SET IN
24"x24" CONC. FOOTING.
TOP OF MASONRY NOTE:
PAINT CMU INSIDE
ENCLOSURE (TYP.)
8" BOND BEAM
COPING CAP SLOPED FOR POSITIVE
DRAINAGE, COLOR TO MATCH BRICK
SOLDIER COURSE (TYP.)
PRESSURE TREATED 2x
WOOD BLOCKING (TYP.)
WALL SECTION
TYPICAL ELEVATION
PLAN
PAINTED STEEL BOLLARDS
6" CONCRETE
SLAB
C.J.12'-0"30" CURB AND GUTTER
30" CURB AND GUTTER
4" BRICK VENEER, "HANSON #222
RED WIRE-CUT (TYP.)
12'-4"16'-0"1'-0"14'-0"1'-0"1'-0"
1'-0"
4" BRICK
8" CMU
COPING CAP SLOPED FOR
POSITIVE DRAINAGE, COLOR
TO MATCH BRICK SOLDIER
COURSE (TYP.)
BRICK SOLDIER COURSE,
"HANSON #721 LT GREAY
WIRE-CUT".
BRICK SOLDIER
COURSE, "HANSON
#721 LT. GREY
WIRE-CUT" (TYP.)
NOTE:
DUMPSTER SCREENING SHOWN IN THIS PLAN
SUBMITTAL IS FOR APPROVAL OF SIZE &
APPEARANCE ONLY, ALL CONSTRUCTION
DETAILS SHALL BE APPROVED BY THE
BUILDING DEPARTMENT AT TIME WHICH
PROJECT IS SUBMITTED FOR PERMITTING.3'-0"4'-0"4'-0"3'-0"1'-0"
TOP OF MASONRY
6'-0" A.F.F. ASSUMED
THE ENCLOSURE
HEIGHT SHALL BE 1'
HIGHER THAN THE
CHOSEN CONTAINER
HEIGHT, MINIMUM.
DUMPSTER ENCLOSURE
NOT TO SCALE
C6.3 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C7.0-NTDT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
10' MAX
SIGNS SPACED 75' O.C.
Prohibido Entrar
los arboles/
Zona Protectora para
No Trespassing
Tree Protection Area/4' MAX.TREE PROTECTION FENCING
NTS
NOTE: TREE PROTECTION FENCING MUST BE ON IT'S OWN POLE.
CANNOT SHARE POLES WITH SILT FENCE.
TREE PROTECTION SIGN
NTS
C6.4 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C7.0-NTDT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
SSS
SAN
SAN
3+02.
2
2
0+00 0+50
1+00 1+50 2+00
2+50
3+00
186
180
175
170
164
161
187
183
182
178
190
187
182 183
178
178
183
182FES 100 RISER
FES 200
CB 101
24" RCP
24" RCP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
POND PROFILE
160
165
170
175
180
185
190
195
200
160
165
170
175
180
185
190
195
200
191.5191.0187.9185.2185.2179.5172.8191.00178.00178.00178.00178.00-0+50 0+00 1+00 2+00 3+00 4+00
92
L
F
24
"
R
C
P
@
6
.
5
9
%
61 LF
24" RCP
@ 1.63%
FES 100
TOP 181.25
INV IN 179.00 (FR CB 101)
FES 200
TOP 182.25
INV IN 180.00 (FR RISER)
RISER
TOP 185.50
INV OUT 181.00 (TO FES 200)
EXISTING GRADE
FOREBAY
FOREBAY BERM
2:12:12:13:1RISER, SEE DETAIL
THIS SHEET
PROPOSED GRADE
PERM POOL=182.00
6' VEG. SHELF
SLOPE=6:1 (TYP.)2:1BOTTOM OF POND,
ELEV=178.003:1
EMERGENCY SPILLWAY
ELEV=185.50
6' VEG. SHELF
SLOPE=6:1 (TYP.)
10' TOP OF BERM
ELEV=187.00
BOTTOM OF SEDIMENT STORAGE,
ELEV=177.00
100-YR WSE ELEV=186.00
1.00' FREEBOARD
SCALE 1"=50'
100'50'0
C6.5 WET POND DETAILSNAD 83JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C11.0-POND.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
PROFILE SCALE
0
0
50
5
FOREBAY
6' VEG. SHELF
10' BERM
PERM POOL = 182.00
EMERGENCY
SPILLWAY
10' BERM 6'W X 18'L X 18"T
CLASS A RIPRAP
QUILL SEDGE
(CEREX TENERA)
VIRGINIA SWEETSPIRE
(ITEA VIRGINICA)
JOE PYE WEED
(EUPAT' FISTULOSUS)
PLANTING PLAN LEGEND
SEE POND PLANT
LIST THIS SHEET
1992002012022032
0
3
2
0
2
2
0
1
2
0
0
200197194195
192
190 195188191192198
198
1
9
7
1
9
7
1
9
6
198
200 198197 196
192
188189
180181
183184
1871821851801751878''W8''W8''W8''W8''W8''W
6'
'W6''W6'
'W6'
'W6'
'W8''W
8''W8''W8''W
S
SSANS
SA
N
SANSANSSSANSANS
SANSANSANSANS
SANS
C10.0 PLANTING PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C10.0-PLNT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
0
SCALE 1"=40'
80'40'NAD 83KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PHASE LINE
PROPOSED 100 YR FLOODPLAIN
PROPOSED CENTERLINE
ADJACENT PROPERTY LINE
EXISTING ROAD CENTERLINE
EXISTING RIGHT-OF-WAY
PROPOSED EOP
BUILDING SETBACK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
CIVIC SPACE
CREEK CENTERLINE
140' OF SUCCESSIONAL
GROWTH TO
UNDISTURBED
BOUNDARY IN
ASSOCIATION WITH
BUFFERED CREEK.
14
0
'
UNDISTURBED OLD
GROWTH VEGETATION
200' WIDE TO NEXT
RESIDENCE
20
0
'
QR-TYP
QR-TYP
AR-TYP
AR-TYP
AR-TYP
AR-TYP
QR-TYP
QR-TYP
AS-TYP
AS-TYP
AS-TYP
AS-TYP
AS-TYP
AS-TYP
NORTHERN BOUNDARY
690.07' TYPE A BUFFER
WESTERN BOUNDARY
1386.70' TYPE A BUFFER
EASTERN BOUNDARY
680' STREETSCAPE BUFFER
SOUTHERN BOUNDARY
150' TYPE A BUFFER
30.00'30.00'
JV-TYP AS-TYP QR-TYP AR-TYP
AG-TYP
AG-TYPAG-TYP
A-GT-TYP A-GT-TYP
A-GT-TYP A-F-TYP
A-F-TYPA-F-TYP
A-F-TYP
LC-TYP
LC-TYP
LC-TYP QR-TYP
LJ-TYP
LJ-TYP LJ-TYP
MC-TYP MC-TYP
SP-TYP
SP-TYP15.00'5.00'5.00'5.00'15.00'300.00'
TYPICAL
TYPICAL BUFFER PLANTING - NATURALIZED
C10.1 PLANTING PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\47667-Buies_Creek_TH\DWG\Sheet\CD\47667-331-C10.0-PLNT.dwg | Plotted by Michael LanzaFOR REVIEWONLY06/02/2021
BUIES CREEK TOWNHOMESHARNETT COUNTY, NORTH CAROLINA47667
331
331
K. ROBERTS
AS SHOWN
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
30.00'30.00'
JV-TYP AS-TYP QR-TYP AR-TYP
AG-TYP
AG-TYPAG-TYP
A-GT-TYP A-GT-TYP
A-GT-TYP A-F-TYP
A-F-TYPA-F-TYP
A-F-TYP
LC-TYP
LC-TYP
LC-TYP QR-TYP
LJ-TYP
LJ-TYP LJ-TYP
MC-TYP MC-TYP
SP-TYP
SP-TYP15.00'5.00'5.00'5.00'15.00'300.00'
TYPICAL
TYPICAL BUFFER PLANTING - NATURALIZED
C8.0