Revised 2-19-19Civil Engineering:
SCALE: 1" = 1500'
VICINITY MAP
LAFAYETTE MEADOWS SUBDIVISION
N
The Curry Engineering Group, PLLC
NC License # P-0799
PO Box 2018
205 S. Fuquay Ave
Fuquay-Varina, NC 27526
919.552.0849 (o)
919.880.9857 (m)
Contact: Don Curry, PE
don@curryeng.com
Developer:
HARNETT COUNTY, NORTH CAROLINA
MAJOR SUBDIVISION - PRELIMINARY PLAN
HARNETT COUNTY
SITE
GOVERNING AGENCIES:
UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE
HARNETT COUNTY
PLANNING DEPT.
108 E. FRONT STREET
LILLINGTON, NC 27546
910.893.7525 OPT. 4
CONTACT: MR. LANDON CHANDLER
EROSION CONTROL
STORMWATER
WATER & SEWER
HARNETT COUNTY PUBLIC
UTILITIES DEPT.
700 McKINNEY PARKWAY
LILLINTON, NC 27546
910.893.7575
CONTACT: MR. SHANE CUMMINGS
NCDENR-DWQ SEWER
NCDENR DIVISION OF WATER RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET
SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
NCDENR-PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.707.9100
ENGINEERING
HARNETT COUNTY PUBLIC
UTILITIES DEPT.
700 McKINNEY PARKWAY
LILLINTON, NC 27546
910.893.7575
CONTACT: MR. SHANE CUMMINGS
Land Owner:
Bobby B. & Betty S. Matthews
4069 Chalybeate Springs Road
Fuquay-Varina, NC 27526
Carolina Development Group
10136 Mizner Lane
Raleigh, NC 27617
919-931-2300 (m)
Contact: Mark Puryear
mark@carolinadevgroup.com
COVER SHEET C-00N.T.S
DRAWING INDEX
Sheet Number Sheet Title
C-00 COVER SHEET
C-01 CIVIL NOTES
C-02 EXISTING CONDITIONS PLAN
C-03 OVERALL SUBDIVISION LAYOUT
CORNER LOT STANDARD LOT
10'25'25'
10'10'
20'
35'35'
FRONTFRONT
REARREARCORNERSIDESIDE SIDESCALE:
3
C-00
TYPICAL BUILDING SETBACKS
NTS
RESIDENTIAL RA-40
LC RD.
50' PROPOSED ROW
11'
2.5'
27' ROADWAY
11'
2%2%
TIE TO EXISTING
2.5'
30" VALLEY CURB
& GUTTER
11.5'11.5'
TIE TO EXISTING
1" SF9.5A
1.5" S9.5B 5.5'5'
SIDEWALK
1'
2%
30" VALLEY CURB
& GUTTER
2%
PAVEMENT SECTION PER
NCDOT SUBDIVISION
STANDARDS
100' PROPOSED ROW
2.5'
80' BC-BC
SLOPES
VARIES
TIE TO EXISTING
30" VALLEY CURB
& GUTTER
10'10'
TIE TO EXISTING
1" SF9.5A
1.5" S9.5B
30" VALLEY CURB
& GUTTER
75' EOP-EOP
SLOPES
VARIES
SLOPES
VARIES
COMPACTED
SUBGRADE
COMPACTED
SUBGRADE
SCALE:
1
C-00
TYPICAL STREET SECTION
NTS
RESIDENTIAL STREET
SCALE:
2
C-00
TYPICAL STREET SECTION
NTS
CUL-DE-SAC
2:1 MA
X.
2:1
M
A
X
.
2:1
M
A
X
.
2:1 MAX
.
2:1
M
A
X
.
2:1 MAX
.
2:1 MA
X.
2:1 M
A
X
.
BAPTIST GR
O
V
E
R
D
.
(
S
R
1
4
2
7
)
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.807.6369
CONTACT: MR. ROBERT PATTERSON, PE
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET
SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
E N G I NE ERI N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
(919) 552-0849
(919) 552-2043CURRY E NGINE
E
RSNOR
TH CA R O L INAEST.1 0
NC LIC. NO. P-0799
T
F
Z:\PROJECTS FOLDER-ZEBULON\2018\2018-027 PURYEAR - BAPTIST GROVE - HARNETT CO\PLANS\PRELIM SUBDIVISION\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 2/19/2019 4:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT PRELIMINARY SUBDIVISION
LAFAYETTE MEADOWS SUBDIVISION
SEPTEMBER 11, 2018
2018-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Carolina Development Group
10136 Mizner Lane
Raleigh, NC 27617
919-931-2300 (m)
Contact: Mark Puryear
mark@carolinadevgroup.com
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
DRB REVISIONS #12018-11-061
DRB REVISIONS #22018-11-262
DRB REVISIONS #32019-01-163
DRB REVISIONS #42019-02-194 CHALYBEATE RD.
(SR 1429)US - 401PAVEMENT SECTION PER
NCDOT SUBDIVISION
STANDARDS NCDOT
NC DEPT. OF TRANSPORTATION
DIV. 6, DISTRICT 2
600 SOUTHERN AVENUE
FAYETTEVILLE, NC 28302
910.364.0601
CONTACT: MR. RICHIE HINES
Soil Scientist:
Hal Owen & Associates, Inc.
PO Box 400
Lillington, NC 27546
910.893.8743 (o)
Contact: Hal Owen
halowen@earthlink.net
1
OWNER'S CONSENT FORM
1
2
C-01
E N GI NE ERI N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
(919) 552-0849
(919) 552-2043CURRY E NGIN
E
E
RSNOR
TH CA R O L INAEST.1 0
NC LIC. NO. P-0799
T
F
Z:\PROJECTS FOLDER-ZEBULON\2018\2018-027 PURYEAR - BAPTIST GROVE - HARNETT CO\PLANS\PRELIM SUBDIVISION\SHEET FILES\C-01 CIVIL NOTES.DWGPLOTTED: 2/19/2019 4:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT PRELIMINARY SUBDIVISION
LAFAYETTE MEADOWS SUBDIVISION
SEPTEMBER 11, 2018
2018-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Carolina Development Group
10136 Mizner Lane
Raleigh, NC 27617
919-931-2300 (m)
Contact: Mark Puryear
mark@carolinadevgroup.com
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
DRB REVISIONS #12018-11-061
DRB REVISIONS #22018-11-262
DRB REVISIONS #32019-01-163
DRB REVISIONS #42019-02-194
CIVIL NOTES
1.BOUNDARY & TOPOGRAPHY INFORMATION AS SHOWN ON THIS PRELIMINARY SUBDIVISION PACKAGE IS FROM
HARNETT COUNTY GIS DATA AND SHOULD BE CONSIDERED PRELIMINARY. A FIELD-SURVEY BOUNDARY &
TOPOGRAPHIC SURVEY IS UNDERWAY AND WILL BE UTILIZED FOR CONSTRUCTION DRAWINGS.
2.ALL WORK, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY STANDARDS
AND SPECIFICATIONS, LATEST EDITION.
3.ALL WORK, CONSTRUCTION AND MATERIALS WITHIN NCDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE
2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
4.ALL RIGHT OF WAYS SHALL BE PUBLIC.
5.THIS SITE IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 37085C-0642 AND 37085C-0654 DATED XXX.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT
RIGHT-OF-WAY. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES WITH PROPER SIGNAGE, SIGNALS,
LIGHTING, FLAGMEN. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM
TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.
7.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS
CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED
CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY
PERMITS, WATER/SEWER PERMITS, ETC.
8.LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE
CALL CENTER AT LEAST 48 HOURS PRIOR TO DIGGING @ 1.800.632.4949. UNDERGROUND LINES SHOWN HEREON
ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT
GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED
HEREON.
9.THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES
ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
CONNECTING TO SAID FACILITIES.
10.THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY COUNTY OR NCDOT DAMAGED PROPERTY. THE
CONTRACTOR SHALL REPAIR THE DAMAGED PROPERTY TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE
AGENCY HOLDING JURISDICTION AT NO COST TO THE OWNER.
11.ANY DAMAGE DONE TO PRIVATE PROPERTY OWNERS SIGNS, MAILBOX, DRIVEWAY CULVERTS, OR OTHER
PROPERTY SHALL BE RESTORED TO ORIGINAL CONDITION.
12.CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURITY OF HIS LAYDOWN AND STORAGE AREA.
13.CONTRACTOR SHALL KEEP ALL ROADS FREE OF DIRT AND DEBRIS AT ALL TIMES.
14.CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS AND UTILITIES FROM HEAVY EARTH MOVING EQUIPMENT.
PROVIDE TRAFFIC CONTROL AND ADEQUATE PROTECTION METHODS AT ALL EQUIPMENT CROSSINGS.
15.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
16.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. ALL ROCKS
GREATER THAN 3" DURING EXCAVATION SHALL BE REMOVED.
17.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED OF OFF-SITE BY THE CONTRACTOR IN AN APPROVED, LEGAL DISPOSAL SITE.
18.CONCRETE SIDEWALKS THAT ARE TO BE REMOVED SHALL BE CUT BACK TO NEAREST EXPANSION OR CONTROL
JOINT AND REPLACED WITH 4-INCH CONCRETE SIDEWALK FINISHED TO MATCH EXISTING SIDEWALKS.
19.CONTRACTOR TO COORDINATE WITH HARNETT COUNTY FOR TEMPORARY WATER NEEDED DURING
CONSTRUCTION. IF PERMITTED TO CONNECT TO EXISTING FIRE HYDRANT, A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTER WILL BE REQUIRED.
20.THE TRANSITION OF PROPOSED ROADWAY TO EXISTING ROADWAY SHALL BE DONE WITH A MINIMUM 8-FT
TRANSITION WHERE THE EXISTING PAVEMENT IS MILLED TO A MINIMUM DEPTH OF 1-1/2" AND OVERLAID.
21.ALL PAVEMENT SAW CUTS SHALL BE NEAT, STRAIGHT AND FULL DEPTH.
22.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140 N OR APPROVED EQUAL).
23.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED
BY THE OWNER TO AN APPROVED NCDENR LOCATION.
24.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING STAGES:
A.COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C.FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
25.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER TO
INSPECT THE PROOF ROLL OF THE SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO RE-CONSTRUCTION IF SUBGRADE DOES NOT MEET
TOWN AND NCDOT STANDARDS & SPECIFICATION
26.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED
OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE PRIVATE UTILITY SERVICE COMPANIES FOR ANY REQUIRED CONDUITS OR POINT OF
CONTACT CONDITIONS.
27.ALL PUBLIC UTILITIES THAT REQUIRE AN ENGINEERING CERTIFICATION MUST BE INSPECTED BY A PROFESSIONAL
ENGINEER ON A PERIODIC BASIS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER WHEN INSTALLING
UTILITIES FOR PERIODIC INSPECTIONS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER AT THE TIME
OF PRESSURE TESTING AND WATER LINE DISINFECTION. THE CONTRACTOR SHALL SUPPLY THE PROJECT
ENGINEER PRESSURE TEST RESULTS.
28.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD
CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF
TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS,
CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
29.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS
TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
30.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT
CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE
PROJECT. PREPARATION OF THE NECESSARY/REQUIRED AS-BUILT PLANS TO BE SUBMITTED TO HARNETT
COUNTY AND/OR ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS.
31.THE CONTRACTOR SHALL INCLUDE IN THE PRICE, ANY AND ALL COSTS ASSOCIATED WITH PROVIDING A
PROFESSIONAL ENGINEER ON SITE IF REQUIRED, DURING THE CONSTRUCTION OF THE STORMWATER
MANAGEMENT FACILITIES, UNDERGROUND UTILITIES, ETC. AS REQUIRED FOR AS-BUILT CERTIFICATION.
32.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY
SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE
DRAWINGS. NCDOT, HARNETT COUNTY & CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO
INSTALL SAID ITEMS.
33.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL
TESTING SERVICE (APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR
QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE
SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE CONTRACTOR, THE OWNER, AND THE APPLICABLE
APPROVING AGENCY. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND BORROW SOILS TO VERIFY
THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND LABORATORY
TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED
AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH
2000 SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED
DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM
ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE
REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD
DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO
LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE
CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS
AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
34.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN
CUT AREAS TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99 FOR STRUCTURES, SLABS, AND
PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR EMBANKMENTS OR UNPAVED AREAS. MAX LIFT THICKNESS FOR
FILL AREAS IS 8 INCHES.
35.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS
REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL
PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD
BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO
ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PICKING UP
AND PAYING FOR GRADING PERMIT ISSUED BY NCDENR DIVISION OF ENERGY, MINERALS AND LAND QUALITY.
36.DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT
AND/OR TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR
GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS
INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL
NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT
DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY
INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE
GEOTECHNICAL ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF
ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN
ENGINEER TO CALL IN A GEOTECHNICAL ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN
ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE
ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL
LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION
PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE
CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND
THE COMPLETED DESIGNED PROJECT.
GENERAL CONSTRUCTION NOTES:
P PROPERTY LINE
L
L
CENTERLINE
DIAMETER OR ROUND
C
AND &
-- C --
-- A --
-- B --
-- D --
-- E --
-- F --
-- G --
-- H --
-- I --
-- L --
** ALL SYMBOLS & ABBREVIATIONS SHOWN ON THIS SHEET
MAY OR MAY NOT BE USED IN THIS DRAWING PACKAGE **
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
GENERAL ABBREVIATIONS:
ABC AGGREGATE BASE
ASPH ASPHALT
AVE AVENUE
BLVD BOULEVARD
BLDG BUILDING
BOC BACK OF CURB
BW BOTTOM OF WALL
CB CATCH BASIN
CI CURB INLET
CIP CAST IRON PIPE
CLS CLASS
CJ CONTROL JOINT
CO CLEANOUT
CONC CONCRETE
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DOM DOMESTIC
DR DRIVE
(XX) EXISTING ELEVATION
E EAST, EASTING
EL ELEVATION
EJ EXPANSION JOINT
EOP EDGE OF PAVEMENT
EX EXISTING
EVAP EVAPORATIVE
FDC FIRE DEPARTMENT
CONNECTION
FES FLARED END SECTION
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FHA FIRE HYDRANT ASSEMBLY
FL FLOW LINE
FT FOOT OR FEET
G GAS
GALV GALVANIZED
GB GRADE BREAK
GE GENERAL ELECTRIC
GR GRADE
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HOV HIGH OCCUPANCY VEHICLE
HP HIGH POINT
IAW IN ACCORDANCE WITH
I.H.INTERSTATE HIGHWAY
INV INVERT
LEN LENGTH
LEV LOW EMISSION VEHICLE
LF LINEAR FEET
LP LOW POINT
www.ncocc.org
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
-- M --
-- N --
-- O --
-- P --
-- R --
-- S --
-- T --
-- U --
-- V --
-- W --
-- Y --
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
N NORTH, NORTHING
NCDENR NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
NCDOT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NTS NOT TO SCALE
OH OVERHEAD
OCB OFF-SET CATCH BASIN
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PKWY PARKWAY
POC POINT OF CONNECTION
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R.O.W. RIGHT OF WAY
RPDA REDUCED PRESSURE
DETECTOR ASSEMBLY
RPZ REDUCED PRESSURE ZONE
S SOUTH
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SDE SIGHT DISTANCE EASEMENT
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
STA STATION
STD STANDARD
ST.STL STAINLESS STEEL
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
TB TOP OF BARRIER
TC/TOC TOP OF CURB
TD TEMPORARY DIVERSION
TH TEST HEADER
TOP TOP OF PIPE
TP TOP OF PAD
TYP TYPICAL
TW TOP OF WALL
UG UNDERGROUND
VEG VEGETATED
VERT VERTICAL
W WEST
W/ WITH
W/O WITHOUT
YI YARD INLET
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
WTLDWTLDWTLDWTLDWTLDWT
L
D
WTLD
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDBOBBY B MATTHEWS & BETTY S
MATTHEWS
D.B. 995E, PG. 0366
PIN: 0653-29-8668.00
ZONING: RA-40
AREA: 34.50 AC
KELLY O MCRAE
PIN: 0653-19-7851.000
ZONING: RA-40
NINA L BRAMMER
PIN: 0653-29-6110.000
ZONING: RA-40
BEN & CAROL MURRAY
PIN: 0653-29-4076.000
ZONING: RA-40
CATHY TOLAR
PIN: 0653-39-5615.000
ZONING: RA-40
SUE SEARS & JOSEPH
F ANDREWS JR TIC
PIN: 0654-51-5454.000
ZONING: RA-40
BROWN STREET
ASSOCIATES, LLC
PIN: 0654-41-2622.000
ZONING: IND
SUE SEARS & JOSEPH
F ANDREWS JR TIC
PIN: 0654-30-4801.000
ZONING: RA-40
W W W W W W W W W W W W W
W W W W W W W W W W W W W
C-02
E N GI NE ERI N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
(919) 552-0849
(919) 552-2043CURRY E NGIN
E
E
RSNOR
TH CA R O L INAEST.1 0
NC LIC. NO. P-0799
T
F
Z:\PROJECTS FOLDER-ZEBULON\2018\2018-027 PURYEAR - BAPTIST GROVE - HARNETT CO\PLANS\PRELIM SUBDIVISION\SHEET FILES\C-02 EXISTING CONDITIONS PLAN.DWGPLOTTED: 2/19/2019 4:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT PRELIMINARY SUBDIVISION
LAFAYETTE MEADOWS SUBDIVISION
SEPTEMBER 11, 2018
2018-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Carolina Development Group
10136 Mizner Lane
Raleigh, NC 27617
919-931-2300 (m)
Contact: Mark Puryear
mark@carolinadevgroup.com
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
DRB REVISIONS #12018-11-061
DRB REVISIONS #22018-11-262
DRB REVISIONS #32019-01-163
DRB REVISIONS #42019-02-194
EXISTING CONDITIONS PLAN
SCALE: 1" = 1500'
VICINITY MAP
N
SITE
BAPTIST GR
O
V
E
R
D
.
(
S
R
1
4
2
7
)US - 401GENERAL NOTES:
1.THIS PLAN IS NOT INTENDED FOR PLATING OR RECORDATION.
2.THE INTENT OF THIS PLAN IS TO ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND TOPOGRAPHY OF
THE PROPERTY. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY OTHERS.
CURRY ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE INFORMATION, THUS IT HAS NOT BEEN
SEALED. THE BOUNDARY & ENVIRONMENTAL INFORMATION SHOWN REPRESENTS A SERIES OF FIELD
SURVEYS.
3.TOPOGRAPHY SHOWN ON THIS PLAN IS PER NC ONE MAP GIS.
4.EXISTING WATER LINES SHOWN ON THIS PLAN FROM HARNETT COUNTY GIS.
5.THE ENGINEER UNDERSTANDS THE PRELIMINARY INFORMATION PROVIDED TO MEET THE FOLLOWING
CRITERIA:
·THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD AFFECTING SAME.
PROPERTY BOUNDARY SHOWN BASED PER MAPS AND DEEDS OF RECORD ONLY.
·NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF THIS SURVEY.
·THIS INFORMATION DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE.
6.WETLANDS & SOILS INFORMATION SHOWN ON PLAN BASED ON PRELIMINARY STREAM AND SOILS
INVESTIGATION CONDUCTED BY HAL OWEN & ASSOCIATES ON FEBRUARY 26, 2018. DELINEATIONS HAVE NOT
BEEN APPROVED BY NCDENR AND USACE.
7.FLOOD HAZARD SOILS ARE NOT ANTICIPATED ON THIS PROPERTY PER HARNETT COUNTY GIS.
N
100'200'
SCALE IN FEET
50'100'
SCALE: 1 IN = 100 FT
SCALE IN FEET
HORIZONTAL
0
30' STREAM BUFFER
30' STREAM BUFFER
SUITABLE SOIL LINE
WETLAND LINE
SUITABLE SOIL LINE
SUITABLE SOIL LINE
WETLAND LINE
WETLAND LINE
30' POND BUFFER
30' STREAM BUFFER
30' STREAM BUFFER
EXISTING 6" WATER MAIN
(LOCATION TO BE VERIFIED)
EXISTING EOP
BAPTIST GROVE RD. - SR 1427
( 60' PUBLIC R/W )1
1
CHALYBEATE RD
. (SR
1429)
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLD
WTLD
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDKELLY O MCRAE
PIN: 0653-19-7851.000
ZONING: RA-40
NINA L BRAMMER
PIN: 0653-29-6110.000
ZONING: RA-40
BEN & CAROL MURRAY
PIN: 0653-29-4076.000
ZONING: RA-40
CATHY TOLAR
PIN: 0653-39-5615.000
ZONING: RA-40
SUE SEARS & JOSEPH
F ANDREWS JR TIC
PIN: 0654-51-5454.000
ZONING: RA-40
BROWN STREET
ASSOCIATES, LLC
PIN: 0654-41-2622.000
ZONING: IND
W W W W W W W W W W W W W W W W W
23
22
18
21
20
19
26
27
24
25
3
2
1
13
6
14
LOT
23855 SQFT.
0.55 AC.
LOT
30912 SQFT.
0.71 AC.LOT
31960 SQFT.
0.73 AC.
LOT
26919 SQFT.
0.62 AC.
LOT
21280 SQFT.
0.49 AC.
LOT
21281 SQFT.
0.49 AC.
LOT
21211 SQFT.
0.49 AC.
LOT
21279 SQFT.
0.49 AC.
LOT
21008 SQFT.
0.48 AC.
LOT
21007 SQFT.
0.48 AC.
LOT
21007 SQFT.
0.48 AC.
LOT
31308 SQFT.
0.72 AC.
LOT
49447 SQFT.
1.14 AC.
LOT
30192 SQFT.
0.69 AC.
LOT
23376 SQFT.
0.54 AC.
LOT
21651 SQFT.
0.50 AC.276'110'273'110'
115'271'115'
96'265'38'224'16'
11'
50'4'
6'
51
'
70'32'
6'
35'
47'322'11'
102'385'5'
70'51'270'198'214'60'223'145'200'40'105'200'105'105'200'105'105'200'105'115'185'115'185'115'90'25'185'115'115'185'
18
8
'124'69'157'40'
106'
175'51'21
'33'12'159'
83'238
'50'250'240'50'
80'158'185'
50
'116'91'150'14'33'21'40'187'276'361'12'
106'359'182'
4
LOT
24787 SQFT.
0.57 AC.
15'
47'
5
LOT
32009 SQFT.
0.73 AC.261'281'9'16'15
LOT
62649 SQFT.
1.44 AC.
LOT
33084 SQFT.
0.76 AC.
LOT
56271 SQFT.
1.29 AC.
LOT
29787 SQFT.
0.68 AC.LOT
31394 SQFT.
0.72 AC.LOT
29624 SQFT.
0.68 AC.
LOT
32619 SQFT.
0.75 AC.
LOT
39416 SQFT.
0.90 AC.
LOT
31043 SQFT.
0.71 AC.
12
1716
11
10
9 8 7
87'20'100'
43'
74'
34'
110'34'
59'
67'
71'
79'WWWW W W
W
W
W
W
W
WWWWW26'65'78'
26'
65'9'
157'
1
5
'
109'15'62'134'WCBUW
WCBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
OPEN SPACE
CONCRETE SIDEWALK
ASPHALT PAVEMENT
W
BLOW OFF VALVE
THRUST (REACTION) BLOCKING
TEE
GATE VALVE
FIRE HYDRANT ASSEMBLY
WATER LINE
C-03
E N GI NE ERI N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
(919) 552-0849
(919) 552-2043CURRY E NGIN
E
E
RSNOR
TH CA R O L INAEST.1 0
NC LIC. NO. P-0799
T
F
Z:\PROJECTS FOLDER-ZEBULON\2018\2018-027 PURYEAR - BAPTIST GROVE - HARNETT CO\PLANS\PRELIM SUBDIVISION\SHEET FILES\C-03 OVERALL SUBDIVISION LAYOUT.DWGPLOTTED: 2/19/2019 4:14 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT PRELIMINARY SUBDIVISION
LAFAYETTE MEADOWS SUBDIVISION
SEPTEMBER 11, 2018
2018-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Carolina Development Group
10136 Mizner Lane
Raleigh, NC 27617
919-931-2300 (m)
Contact: Mark Puryear
mark@carolinadevgroup.com
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
DRB REVISIONS #12018-11-061
DRB REVISIONS #22018-11-262
DRB REVISIONS #32019-01-163
DRB REVISIONS #42019-02-194
OVERALL SUBDIVISION LAYOUT
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND
SPECIFICATIONS.
2.ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.
3.ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE
NOTED.
4.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND
UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
5.PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL
BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY
A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
6.CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND
THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY
PROTECTED FROM DAMAGE
7.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
CONSTRUCTION.
8.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR
MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY
POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE
DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL
BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE
APPROPRIATE SPECIFICATIONS.
9.IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR
REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED
WITHOUT APPROVAL BY THE FACILITY DESIGNER.
10.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
12.ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN
OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS. ENTRY SIGNS WILL REQUIRE A
SEPARATE SIGN PERMIT.
13.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT.
MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN
FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME
GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
14.COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS'
ASSOCIATION.
15.ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE
HARNETT COUNTY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16.ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL
PLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPE
SHALL BE PER AS-BUILT LOCATIONS.
17.AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY
RESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINED
BY THE HOME OWNERS' ASSOCIATION OF THE NEIGHBORHOOD.
18.ALL OPEN SPACE AREAS INCLUDING WALKING TRAILS WILL BE OPEN TO THE PUBLIC.
COMMUNITY CENTER WILL BE RESTRICTED TO THOSE WHO LIVE IN THE
NEIGHBORHOOD.
19.MAINTENANCE FOR COMMUNITY CENTER, OPEN SPACE, & WALKING TRAILS SHALL
BE THE RESPONSIBILITY OF THE HOA.
20.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO THE LATEST EDITION OF THE HARNETT COUNTY DEPT. OF PUBLIC UTILITIES
WATER & SEWER ORDINANCE AND THE UTILITY MASTER PLAN.
21.ALL WATER MAINS SHALL BE PUBLIC UTILITIES.
22.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING
CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE.
23.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER
EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY.
24.WATER MAINS SHALL BE CLASS 150 C900 PVC I.A.W. AWWA C900 OR THICKNESS
CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED.DUCTILE IRON
PIPE WATER MAINS SHALL BE CLASS 350 DIP I.A.W. AWWA C-151 WITH PUSH ON
JOINTS I.A.W. AWWA C-111. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH
BITUMINOUS MATERIAL I.A.W. AWWA C-104. ALL DIP BURIED PIPE SHALL HAVE AN
BITUMINOUS EXTERIOR COATING I.A.W. AWWA C-151. MINIMUM BURIAL DEPTH FOR
WATER MAIN IS 36 INCHES BELOW FINISHED GRADE. ALL FITTINGS SHALL BE
MECHANICAL JOINTS I.A.W. AWWA C-111.
25.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
26.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY
MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS.
27.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT
COUNTY STANDARDS.
28.PRIVATE UTILITIES (TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE
UTILITIES WHEN INSTALLING PUBLIC UTILITIES.
29.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED
LANDSCAPED BUFFERS.
30.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
31.REFER TO C-01 FOR HARNETT COUNTY PUBLIC UTILITIES REQUIRED NOTES.
32.THIS PROJECT IS IN THE HQW AND WS-IV-PA NC WATER SUPPLY WATERSHED AND
AS SUCH, A STORMWATER PERMIT FROM NCDEQ IS REQUIRED. THE PROPOSED
LAYOUT IS LESS THAN 12% IMPERVIOUS, THEREFORE A LOW-DENSITY STORMWATER
PERMIT IS ANTICIPATED.
33.THIS DEVELOPMENT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
34.THERE SHALL BE NO UNPERMITTED DISTURBANCE IN THE EXISTING WETLANDS.
35.NOTE THAT BUILDINGS WITHIN 10% OF THE REQUIRED SETBACK ARE REQUIRED TO
PROVIDE FOUNDATION SURVEYS.
36.THIS SUBDIVISION WAS DESIGNED USING THE "COMPATIBILITY DESIGN CONCEPT."
37.STREET TREES SHALL BE INSTALLED AT A RATE OF 1/50 LF OF ROADWAY, MIN. 2"
CALIPER AND 6' IN HEIGHT, MATURE HEIGHT OF 25'-35', AND BETWEEN 5' AND 10'
OUTSIDE THE RIGHT-OF-WAY.
38.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED
ROW MUST BE IN A PUBLIC UTILITY EASEMENT.
LEGEND:
75' "PRIME VIEWS AND VISTAS" BUFFER
FIRE HYDRANT
ASSEMBLY (FHA)
EXIST. 6" PUBLIC WATER MAIN
(LOCATION & MATERIAL TO BE
CONFIRMED)
BUILDING
SETBACK
(TYP.)
SUITABLE SOILS
FOR SEPTIC
(MIN. 10,000 SF
PER LOT)
6" PVC SDR-21
WATER LINE
30" VALLEY
CURB
5' CONC.
SIDEWALK
6" TEE &
VALVES (3)
BLOW OFF VALVE
ASSEMBLY (BOA)
CBU MAILBOX
KIOSK
SUITABLE SOIL LINE
BLOW OFF VALVE
ASSEMBLY (BOA)
FIRE TRUCK
TEMPORARY TURN
AROUND
PRELIM. WETLAND LINE
(TO BE CONFIRMED)
30' POND BUFFER
30' STREAM BUFFER
(TO BE CONFIRMED)LONG MEADOW LANE (1436')OLD MAPLE CT. (326')SITE INFORMATION
ZONING:
COUNTY:
LOCATION:
PARENT PIN:
DB/PG:
ACREAGE:
HARNETT
LAND CLASS:EMU
RIGHT OF WAY & OTHER AREAS:
RIGHT OF WAY DEDICATION:
NATURAL WETLANDS:
STREAM BUFFER:3.79 AC
9.84 AC
2.13 AC
34.50 AC
995E / 0366
0653-29-8668.000
LOT ACREAGE:
TOTAL NUMBER PROPOSED LOTS:
PROPOSED DENSITY:
MINIMUM ALLOWED LOT SIZE:
MINIMUM PROPOSED LOT SIZE:
MAXIMUM PROPOSED LOT SIZE:
AVERAGE PROPOSED LOT SIZE:30,384 SF
65,195 SF
21,007 SF
21,000 SF
0.78 DU/AC
27
SIDE YARD:
FRONT YARD:35'
10'
REAR YARD:25'
MINIMUM BUILDING SETBACKS:
CORNER YARD:20'
MINIMUM ALLOWABLE LOT WIDTH:100'
100'
NUMBER OF PHASES:1
IMPERVIOUS AREAS:
ROADWAYS / PARKING:1.20 AC
SIDEWALKS:
LOTS (4,250 SF/LOT):
TOTAL ON-SITE IMPERVIOUS AREA:
TOTAL ON-SITE IMPERVIOUS PERCENT:
UTILITY DEMANDS
WATER USAGE:
0.19 AC
2.48 AC
3.87 AC
11.7%
9,720 GPD
OPEN SPACE BREAKDOWN:
34.50 ac
REQUIRED OPEN SPACE (20%):6.9 ac
OPEN SPACE PROVIDED:13.1 ac (38%)
PROPERTY BOUNDARY:
3 BED X 120 GPD/BED X 27 UNITS
RA-40
BAPTIST GROVE RD.
FUQUAY-VARINA, NC 27526
MINIMUM PROPOSED LOT WIDTH @
FRONT BUILDING SETBACK:
6"X6" TS&V
OPEN SPACE:
11.8 AC
OPEN SPACE:
1.3 AC
1
BAPTIST GROVE RD. - SR 1427
( 60' PUBLIC R/W )
12' OPEN SPACE
ACCESS ESMT.
1
50' PUBLIC &
UTILITY R/W
1
20' PRIVATE STORM
DRAINAGE ESMT.
1
20' PRIVATE STORM
DRAINAGE ESMT.
1
1
SIGN ESMT.
1
1
1
STREET LIGHTING - TYPICAL
MAXIMUM SPACING=300',
MIN. 7,000 LUMENS 1
STREET TREE REQUIREMENT:
1/50 LF OF ROADWAY = 29 TREES
STREET TREE
REQUIREMENT: 1/50 LF
OF ROADWAY = 7 TREES
(NOT TO SCALE)
WAX MYRTLE (MYRICA CERIFERA)
24" HIGH @ PLANTING
WILLOW OAK (QUERCUS PHELLOS)
2" CALIPER, 6' HIGH @ PLANTING
STREETYARD BUFFER PLANTING
15'
50' MAX
7'
100'
MIN.
(WITHIN 75' PRIME VIEWS & VISTAS BUFFER)
1
1
1
2
2
3
3
3