20180918 Ver 1_2018-06-20 Lakeview CD's TOFV 1st Submittal_20180702

E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
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H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 6/20/2018 4:50 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
Civil Engineering:
SCALE: 1" = 1000'
VICINITY MAP
LAKEVIEW 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)
910.624.5215 (m)
Contact: Andy Petty, PE
[e-mail]
Developer:
"THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONS OF THE TOWN OF
FUQUAY-VARINA. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW
CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE TOWN OF
FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED AND ARE APPLICABLE TO
THIS PARTICULAR PROJECT. ANY EXCEPTIONS TO THE STANDARD
SPECIFICATIONS APPLICABLE ARE SHOWN ON SHEET N/A OF THESE DRAWINGS"
TOWN OF FUQUAY-VARINA
WAKE COUNTY, NORTH CAROLINA
SUBMITTED TO TOWN OF FUQUAY-VARINA: JUNE 21, 2018
CONSTRUCTION DRAWINGS
TOWN OF FUQUAY-VARINA PROJECT # SUB-CD-2018-XX
EASTERN PARKWAYSITEHOLLY OAK COURTOLD HONE
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GOVERNING AGENCIES:
UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE:
TOWN OF FUQUAY-VARINA
PLANNING DEPT.
401 OLD HONEYCUTT RD.
FUQUAY-VARINA, NC 27526
919-552-1421
CONTACT: MS. SAMANTHA SMITH
US ARMY CORPS OF ENGINEERS (USACE)
USACE RALEIGH FIELD OFFICE
3331 HERITAGE TRADE DR. SUITE 105
WAKE FOREST, NC 27587
919-554-4884
CONTACT: MR. JAMES LASTINGER
EROSION CONTROL:
STORMWATER
TOWN OF FUQUAY-VARINA
ENGINEERING DEPT.
401 OLD HONEYCUTT RD.
FUQUAY-VARINA, NC 27526
919-753-1035
CONTACT: MR. MATT POLING, PE
WATER & SEWER
TOWN OF FUQUAY-VARINA
PUBLIC UTILITIES DEPT.
401 OLD HONEYCUTT RD.
FUQUAY-VARINA, NC 27526
919-567-3911
CONTACT: MR. JAY T. MEYERS, PE
NCDENR-DWQ SEWER
NCDENR RALEIGH
REGIONAL OFFICE
3800 BARRETT DRIVE
RALEIGH, NC 27609
919-791-4232
NCDENR-PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER RESOURCES
RALEIGH REGIONAL OFFICE
3800 BARRETT DRIVE
RALEIGH, NC 27609
919-791-4232
ENGINEERING
TOWN OF FUQUAY-VARINA
ENGINEERING DEPT.
401 OLD HONEYCUTT RD.
FUQUAY-VARINA, NC 27526
919-753-1039
CONTACT: MR. TRACY STEPHENSON, PE
Land Owner:
Adcock Trust Agreement
Ball & Minor, CPA
1001 Procure Street, Ste. 101
Fuquay-Varina, NC 27526
919-552-1120 (o)
Contact: David W. Ball
[e-mail]
Meritage Homes
3005 Carrington Mill Blvd., Ste. 100
Morrisville, NC 27560
919-931-1455 (m)
Contact: Chris Carter
[e-mail]
COVER SHEET C-00N.T.S
CONDITIONS OF APPROVAL
PRELIMINARY APPROVAL IS CONTINGENT UPON 401/404 APPROVAL DUE PRIOR TO
CONSTRUCTION PLAN APPROVAL. ANY IMPACTS SHALL ALSO BE APPROVED PRIOR
TO CONSTRUCTION PLAN APPROVAL.
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
DRAWING INDEX
Sheet Number Sheet Title
C-00 COVER SHEET
C-01 CIVIL NOTES
C-02 EXISTING CONDITIONS PLAN
C-03 DEMOLITION PLAN & ENVIRONMENTAL
IMPACTS MAP
C-04 OVERALL SITE LAYOUT
C-05 PARTIAL SITE LAYOUT I
C-06 PARTIAL SITE LAYOUT II
C-07 PARTIAL SITE LAYOUT III
C-08 PARTIAL SITE LAYOUT IV
C-09 SIGNAGE AND STRIPING PLAN
C-10 OLD HONEYCUTT ROADWAY IMPROVEMENTS
C-11 OVERALL UTILITY LAYOUT
C-12 PARTIAL UTILITY LAYOUT I
C-13 PARTIAL UTILITY LAYOUT II
C-14 PARTIAL UTILITY LAYOUT III
C-15 PARTIAL UTILITY LAYOUT IV
C-16 OVERALL GRADING AND DRAINAGE PLAN
C-17 PARTIAL GRADING AND DRAINAGE PLAN I
C-18 PARTIAL GRADING AND DRAINAGE PLAN II
C-19 PARTIAL GRADING AND DRAINAGE PLAN III
C-20 PARTIAL GRADING AND DRAINAGE PLAN IV
C-21 STORMWATER CONTROL MEASURE PLAN &
SECTIONS I
C-22 STORMWATER CONTROL MEASURE PLAN &
SECTIONS II
C-23 STORMWATER CONTROL MEASURE PLAN &
SECTIONS III
C-24 DESIGN TABLES
C-25 NORRIS LAKE ROAD PLAN AND PROFILE
C-26 LAKE BARKELY WAY PLAN AND PROFILE I
C-27 LAKE BARKELY WAY PLAN AND PROFILE II
C-28 WATUAGA LAKE DRIVE PLAN AND PROFILE
C-29 OLD HICKORY LAKE PLACE PLAN AND
PROFILE
C-30 WILBUR LAKE DRIVE PLAN AND PROFILE I
C-31 WILBUR LAKE DRIVE PLAN AND PROFILE II
C-32 WILBUR LAKE DRIVE PLAN AND PROFILE III
C-33 BOONE LAKE WAY PLAN AND PROFILE
C-34 SS OLD HICKORY & WILBUR LAKE PLAN AND
PROFILE
C-35 SS WATUAGA & WILBUR PLAN AND PROFILE
EC-01 EROSION CONTROL PLAN - INITIAL PHASE
EC-02 EROSION CONTROL PLAN - CONSTRUCTION
PHASE
EC-03 EROSION CONTROL DETAILS I
EC-04 EROSION CONTROL DETAILS II
EC-05 EROSION CONTROL DETAILS III
EC-06 EROSION CONTROL DETAILS IV
L-01 LANDSCAPE PLAN
L-02 WET POND PLANTING PLAN
D-01 SITE AND STREET DETAILS I
D-02 SITE AND STREET DETAILS II
D-03 WATER DETAILS I
D-04 WATER DETAILS II
D-05 SANITARY SEWER DETAILS
D-06 STORM DRAINAGE DETAILS
D-07 LANDSCAPE DETAILS
SW-01 PRE-DEVELOPMENT DRAINAGE AREA MAP
SW-02 POST-DEVELOPMENT DRAINAGE AREA MAP
SW-03 STORM DRAINAGE AREA MAP PRICE LAKE WAYCORNER LOT STANDARD LOT
6'
15'15'
6'6'
16'
20'20'
FRONTFRONT
REARREARCORNERSIDESIDE SIDESCALE:
1
C-00
TYPICAL BUILDING SETBACKS
NTS
OPEN SPACE DEVELOPMENT
PARTIN PLACE
E-85 SCHOOL SITE
1.SINGLE-FAMILY HOMES ONLY - NO DUPLEXES
CASE # REZ-2017-22
REZONING CONDITIONS OF APPROVAL
QUANTITY TABLE
ITEM UNITS
PHASE ONE
6" PUBLIC WATER LINES 203 LF
8" PUBLIC WATER LINES 1355 LF
8" PUBLIC SEWER LINES 1818 LF
15" STORM DRAIN LINES 845 LF
18" STORM DRAIN LINES 200 LF
24" STORM DRAIN LINES 684 LF
30" STORM DRAIN LINES 302 LF
36" STORM DRAIN LINES 327 LF
50' RIGHT OF WAY ROADWAY 1560 LF
SIDEWALK 2530 LF
CURB & GUTTER 2955 LF
STREET SIGNS 2
REGULATORY SIGNS 6
SIDE PATH 1274
QUANTITY TABLE
ITEM UNITS
PHASE TWO
6" PUBLIC WATER LINES 0 LF
8" PUBLIC WATER LINES 947 LF
8" PUBLIC SEWER LINES 1022 LF
15" STORM DRAIN LINES 1215 LF
18" STORM DRAIN LINES 653 LF
24" STORM DRAIN LINES 0 LF
30" STORM DRAIN LINES 0 LF
36" STORM DRAIN LINES 0 LF
50' RIGHT OF WAY ROADWAY 963 LF
SIDEWALK 1577 LF
CURB & GUTTER 1679 LF
STREET SIGNS 3
REGULATORY SIGNS 3
SIDE PATH 0
TOWN OF FUQUAY-VARINA
ENGINEERING DEPT.
401 OLD HONEYCUTT RD.
FUQUAY-VARINA, NC 27526
919-753-1035
CONTACT: MS. JENNIFER MITCHELL, CFM
QUANTITY TABLE
ITEM UNITS
PHASE THREE
6" PUBLIC WATER LINES 0 LF
8" PUBLIC WATER LINES 1438 LF
8" PUBLIC SEWER LINES 1324 LF
15" STORM DRAIN LINES 1731 LF
18" STORM DRAIN LINES 225 LF
24" STORM DRAIN LINES 172 LF
30" STORM DRAIN LINES 0 LF
36" STORM DRAIN LINES 0 LF
50' RIGHT OF WAY ROADWAY 1452 LF
SIDEWALK 2849 LF
CURB & GUTTER 2820 LF
STREET SIGNS 1
REGULATORY SIGNS 1
SIDE PATH 0
QUANTITY TABLE
ITEM UNITS
PHASE FOUR
6" PUBLIC WATER LINES 0 LF
8" PUBLIC WATER LINES 1441 LF
8" PUBLIC SEWER LINES 1187 LF
15" STORM DRAIN LINES 451 LF
18" STORM DRAIN LINES 970 LF
24" STORM DRAIN LINES 216 LF
30" STORM DRAIN LINES 486 LF
36" STORM DRAIN LINES 0 LF
50' RIGHT OF WAY ROADWAY 1458 LF
SIDEWALK 2792 LF
CURB & GUTTER 2824 LF
STREET SIGNS 1
REGULATORY SIGNS 2
SIDE PATH 365
SEE OVERALL SITE LAYOUT SHEET FOR SITE INFORMATION TABLE.
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-01 CIVIL NOTES.DWGPLOTTED: 6/20/2018 3:39 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
CIVIL NOTES C-01N.T.S
1.BOUNDARY DATA PERFORMED BY MAULDIN WATKINS. TBM SHOWN IS A PROPERTY MARKER IRON PIN LOCATED NEAR THE NORTHEAST
CORNER OF THE PROPERTY. SURVEY IS REFERENCED TO NC GRID NAD 83. REFER TO EXISTING CONDITIONS PLAN.
2.ALL WORK, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF FUQUAY-VARINA 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 3720067600J DATED 5/2/2006.
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 TOWN 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 TOWN OF FUQUAY-VARINA 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 14ON 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 & SPECIFICATIONS.
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 TOWN OF FUQUAY-VARINA 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, TOWN OF FUQUAY-VARINA & 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 WAKE COUNTY ENVIRONMENTAL SERVICES.
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 --
-- M --
-- N --
-- O --
-- P --
-- R --
-- S --
-- T --
-- U --
-- V --
-- W --
-- Y --
** 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
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
www.ncocc.org
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
WTLDWTLDWTLDWTLDWTLDWTLDWTLDBARN &
SHELTERS
P P P P P POLD HON
E
Y
C
U
T
T

R
O
A
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(60' PUBLI
C

R
/
W
)
BARN
WOODLINEWOODLINE
WOODLINE
WOODLINE
WOO
D
L
I
N
E
S 89°28'35"E 1455.90'
234.30'600.09'425.79'195.72'S 00°57'59"E 1020.24'N 89°54'52"E 306.16'S 00°29'51"W 244.28'230.40'C1
C2
L1L2
L3
L4
L5L6108.53'192.74'299.15'N 00°41'34"E 491.89'N 00°47'53"E 338.93'WTLDWTLDWTLD
WTLD WTLDWTLDwv
wv
wv
fh
fh
fh
fh
fh
RCP
catv-vault
catv-vault
PP
PP
GW
N 79°25'42
"
W

7
5
7
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7
7
'
ADCOCK TRUST AGREEMENT
D.B. 8123, PG.304
PIN: 0676-47-4253
ZONING: RMD-CZD
AREA: 36.18 AC
TOWN OF FUQUAY-VARINA
D.B.14649, PG.1354
B.O.M.2018, PG.442
ZONING: PUD
RON ECKLUND
CYNTHIA L. ECKLUND
D.B.13670, PG.2329
B.O.M.1980, PG.486
ZONING: RA
JANIS W. ELDREDGE
WYMA G. ELDREDGE
D.B.7427, PG.906
B.O.M.1980, PG.486
ZONING: RA
JAMES E. JOINES
KELLY G. JOINES
D.B.9023, PG.005
B.O.M.1980, PG.486
ZONING: RA
DONALD J. SARGENT
JOYCE ANN SARGENT
D.B.7319, PG.716
B.O.M.1980, PG.486
ZONING: RA
KENNETH W. ERICKSON
D.B.2783, PG.795
B.O.M.1978, PG.589
ZONING: RA
DEERE & COMPANY
D.B.14947, PG.362
B.O.M.1996, PG.998
ZONING: HI
LUMAS CHARLES DAVIS
DAVID CHARLES DAVIS
D.B.16650, PG.1697
ZONING: RA
MARIAN C. JONES
D.B.11187, PG.2087
ZONING: RA
ALEX B. MCLAMB
VANESSA S. MCLAMB
D.B.8764, PG.2674
B.O.M.1994, PG.282
ZONING: RA
ALEX B. MCLAMB
PHYLLIS J. MCLAMB
D.B.15667, PG.2401
B.O.M.1994, PG.282
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.8764, PG.2672
B.O.M.1985, PG.1373
ZONING: RA
PARTIN PLACE SUBDIVISION
HOMEOWNERS ASSOCIATION INC
D.B.16660, PG.427 B.O.M.2014, PG.788
ZONING: RMD
KB HOME RALEIGH-DURHAM INC
D.B.16624, PG.1233 B.O.M.2017,
PG.824 ZONING: RMD
WAKE COUNTY BOARD
OF EDUCATION
D.B.14359, PG.1742
B.O.M.2018, PG.440
ZONING: PUD
SSxSSxSSxSSxSSxSSxSSxSSxSS x
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
MH LOCATED
BY GIS
MH
TOP-331.63
IN-325.13
OUT-324.73
MH
TOP-334.05
IN-323.79
OUT-323.69
MH LOCATED
BY GIS
MH LOCATED
BY GIS
PP
PP
P
P
P
P
P
P
P
P
P
P
PP
GW
GW
BOC
SIDE
W
A
L
K
FEN
C
E
SIGNFOM
FOM
FOM
CB
RCP
RCP
RCP
RCP
CPP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
MH
PP P
GW
P
P
P
P P P P
GW
PP
PP
PP
P
P
P

P
P
P
P
P
GW
GW
WT
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD30" RCP
INV-340.50
30" RCP
INV-336.35
15" RCP
INV-341.87
15" RCP
INV-342.47
48" CMP
INV-324.69
48" CMP
INV-324.55
370370
365
360
355
350
365
360
37
03703
65
3
6
0
3
5
5
350
355
360
355
350
345
340
350345340335330345335
Wx
Wx
Wx
W
x
Wx
Wx
W
x
SOUTH LAKES
INVESTORS LLC
D.B.14212, PG.2279
B.O.M.2016, PG.410
ZONING: PUD
CALVIN B. JONES
D.B.2611, PG.032
B.O.M.2002, PG.1650
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.13036, PG.2602
B.O.M.2002, PG.1650
ZONING: RA
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
FLOOD HAZARD
SOILS, TYP
FLOOD HAZARD
SOILS, TYP
JURISDICTIONAL
WETLANDS - REFER TO
GENERAL NOTE #6 JURISDICTIONAL
WETLANDS - REFER TO
GENERAL NOTE #6
JURISDICTIONAL STREAM -
REFER TO GENERAL NOTE #6
EXISTING 12"
WATER MAIN
EXISTING 8" SANITARY
SEWER MAIN
EXISTING 8" SANITARY
SEWER MAIN
PROPERTY
BOUNDARY, TYP
Curve Radius Length Chord Chord Bear.
C1 2175.00'336.69'336.36'N 74°59'37" W
C2 2590.00'411.04'410.61'N 74°52'55" W
Course Bearing Distance
L1 S 00°29'51" W 32.42'
L2 N 69°56'49" W 57.44'
L3 N 70°09'41" W 86.85'
L4 N 70°36'35" W 98.55'
L5 N 71°00'00" W 98.42'
L6 N 00°41'34" E 31.74'
EXISTING IRON PIPE (CONTROL POINT)
CONCRETE MONUMENT SET
EXISTING CONCRETE MONUMENT(CONTROL POINT)
IRON STAKE SET (UNLESS OTHERWISE NOTED)
40 D NAIL
EIS
COMPUTED POINT ONLY
PROPERTY BOUNDARY
HERITAGE TREE BUFFER
EASEMENT
500 YR FLOOD PLAIN
100 YR FLOOD PLAIN
WTLD WETLANDS BOUNDARY
RIPARIAN BUFFER
OHE OVERHEAD POWER
FLOODWAY
FLD
FW
EXISTING IRON STAKE
FLOOD HAZARD SOILS BOUNDARY
MINOR CONTOUR
MAJOR CONTOUR
Wx EXISTING WATER
SS x EXISTING SANITARY SEWER
350
SANITARY SEWER MANHOLE
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-02 EXISTING CONDITIONS PLAN.DWGPLOTTED: 6/20/2018 3:40 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Meritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EXISTING CONDITIONS PLAN C-021" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
GENERAL 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 CONDUCTED IN JANUARY AND MAY 2018.
3.TOPOGRAPHY SHOWN ON THIS PLAN IS PER FIELD SURVEY.
4.SELECT EXISTING WATER & SEWER LINES SHOWN ON THIS PLAN TAKE FROM FUQUAY-VARINA GIS.
5.THE ENGINEER UNDERSTANDS THE SURVEY 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 SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE.
·HORIZONTAL DATUM = NAD83, VERTICAL DATUM = NAVD88
6.WETLANDS & BUFFERS SHOWN ON PLAN BASED ON PRELIMINARY STREAM AND WETLAND INVESTIGATION
CONDUCTED BY MITCHELL ENVIRONMENTAL,P.A. ON AUGUST 16, 2017. DELINEATIONS HAVE NOT BEEN
APPROVED BY NCDENR AND USACE BUT ARE IN PROCESS.
7.HERITAGE TREE EVALUATION CONDUCTED BY MAULDIN-WATKINS SURVEYING, JUNE 2017. NO HERITAGE
TREES WERE LOCATED INSIDE TREE BUFFER.
8.FLOOD HAZARD SOILS SHOWN PER WAKE COUNTY GIS.
PROPERTY LINE TABLE:
PROFESSIONAL ENGINEER SEAL
NOT AFFIXED TO SHEET AS
ENGINEER DOES NOT CERTIFY
INFORMATION PROVIDED BY
OTHERS
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
LEGEND:
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
WTLDWTLDWTLDWTLDWTLDWTLDWTLDBARN &
SHELTERS
OLD HON
E
Y
C
U
T
T

R
O
A
D
(60' PUBLI
C

R
/
W
)
BARN
WOODLINEWOODLINE
WOODLINE
WOODLINE
WOO
D
L
I
N
E
C1
C2
L1L2
L3
L4
L5L6WTLDWTLDWTLD
WTLD WTLDWTLDwv
wv
wv
fh
fh
fh
fh
fh
RCP
catv-vault
catv-vault
ADCOCK TRUST AGREEMENT
D.B. 8123, PG.304
PIN: 0676-47-4253
ZONING: RMD-CZD
AREA: 36.18 AC
TOWN OF FUQUAY-VARINA
D.B.14649, PG.1354
B.O.M.2018, PG.442
ZONING: PUD
RON ECKLUND
CYNTHIA L. ECKLUND
D.B.13670, PG.2329
B.O.M.1980, PG.486
ZONING: RA
JANIS W. ELDREDGE
WYMA G. ELDREDGE
D.B.7427, PG.906
B.O.M.1980, PG.486
ZONING: RA
JAMES E. JOINES
KELLY G. JOINES
D.B.9023, PG.005
B.O.M.1980, PG.486
ZONING: RA
DONALD J. SARGENT
JOYCE ANN SARGENT
D.B.7319, PG.716
B.O.M.1980, PG.486
ZONING: RA
KENNETH W. ERICKSON
D.B.2783, PG.795
B.O.M.1978, PG.589
ZONING: RA
DEERE & COMPANY
D.B.14947, PG.362
B.O.M.1996, PG.998
ZONING: HI
LUMAS CHARLES DAVIS
DAVID CHARLES DAVIS
D.B.16650, PG.1697
ZONING: RA
MARIAN C. JONES
D.B.11187, PG.2087
ZONING: RA
ALEX B. MCLAMB
VANESSA S. MCLAMB
D.B.8764, PG.2674
B.O.M.1994, PG.282
ZONING: RA
ALEX B. MCLAMB
PHYLLIS J. MCLAMB
D.B.15667, PG.2401
B.O.M.1994, PG.282
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.8764, PG.2672
B.O.M.1985, PG.1373
ZONING: RA
PARTIN PLACE SUBDIVISION
HOMEOWNERS ASSOCIATION INC
D.B.16660, PG.427 B.O.M.2014, PG.788
ZONING: RMD
KB HOME RALEIGH-DURHAM INC
D.B.16624, PG.1233 B.O.M.2017,
PG.824 ZONING: RMD
WAKE COUNTY BOARD
OF EDUCATION
D.B.14359, PG.1742
B.O.M.2018, PG.440
ZONING: PUD
SSxSSxSSxSSxSSxSSxSSxSSxSS x
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
MH LOCATED
BY GIS
MH
TOP-331.63
IN-325.13
OUT-324.73
MH
TOP-334.05
IN-323.79
OUT-323.69
MH LOCATED
BY GIS
MH LOCATED
BY GIS
BOC
SIDE
W
A
L
K
FEN
C
E
SIGNFOM
FOM
FOM
CB
RCP
RCP
RCP
RCP
CPP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
MH
WT
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD30" RCP
INV-340.50
30" RCP
INV-336.35
15" RCP
INV-341.87
15" RCP
INV-342.47
48" CMP
INV-324.69
48" CMP
INV-324.55
370370
365
360
355
350
365
360
37
0370365
3
6
0
3
5
5
350
355
360
355
350
345
340
350345340335330345335
Wx
Wx
Wx
W
x
Wx
Wx
W
x
SOUTH LAKES
INVESTORS LLC
D.B.14212, PG.2279
B.O.M.2016, PG.410
CALVIN B. JONES
D.B.2611, PG.032
B.O.M.2002, PG.1650
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.13036, PG.2602
B.O.M.2002, PG.1650
ZONING: RA
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
FLOOD HAZARD
SOILS, TYP
FLOOD HAZARD
SOILS, TYP
JURISDICTIONAL
WETLANDS - REFER TO
GENERAL NOTE #4
JURISDICTIONAL
WETLANDS - REFER TO
GENERAL NOTE #4
JURISDICTIONAL STREAM -
REFER TO GENERAL NOTE #4
EXISTING 12"
WATER MAIN
EXISTING 8" SANITARY
SEWER MAIN
EXISTING 8" SANITARY
SEWER MAIN
PROPERTY
BOUNDARY, TYP
PERMANENT WETLAND
IMPACT AREA = 0.036 AC
(1,555.24 SF)
FIRE HYDRANT TO
BE RELOCATED
REMOVE EX.
STORM DRAIN
FIRE HYDRANT TO
BE RELOCATED
FIRE HYDRANT TO
BE RELOCATED
EXISTING STRUCTURE
TO BE REMOVED, TYP
EXISTING OVERHEAD POWER
LINE TO BE REMOVED.
STRUCTURE DEMOLITION
UTILITY DEMOLITION
FENCE DEMOLITION
GRAVEL / DIRT REMOVAL
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-03 DEMOLITION PLAN & ENVIRONMENTAL IMPACTS MAP.DWGPLOTTED: 6/20/2018 3:40 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Meritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
DEMOLITION PLAN & ENVIRONMENTAL IMPACTS MAPC-031" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
PROFESSIONAL ENGINEER SEAL
NOT AFFIXED TO SHEET AS
ENGINEER DOES NOT CERTIFY
INFORMATION PROVIDED BY
OTHERS
LEGEND:
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
1.CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION WORK PRIOR TO APPROVAL AND ISSUANCE OF LAND
DISTURBANCE PERMIT ISSUED BY WAKE COUNTY.
2.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING TOWN OF FUQUAY-VARINA INFRASTRUCTURE,
PRIVATE UTILITY, COMPANY INFRASTRUCTURE, OR ADJACENT PROPERTY OWNER'S PROPERTY.
3.DEMOLITION OF STRUCTURES AND/OR UTILITIES BASED ON EXISTING CONDITIONS SURVEY. IF FIELD CONDITIONS
DIFFER FROM THOSE SHOWN ON THIS PLAN THAT REQUIRES ADDITIONAL DEMOLITION, THE CONTRACTOR SHALL
NOTIFY THE OWNER AND/OR THE ENGINEER PRIOR TO PROCEEDING WITH REMOVAL OF STRUCTURE AND/OR UTILITY.
4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION OR DEMOLITION OF PRIVATE UTILITIES WITH THE
PROPER PRIVATE UTILITY COMPANY.
5.CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A TRAFFIC CONTROL PLAN PER NCDOT AND
MUTCD STANDARDS.
6.CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF HIS/HER EQUIPMENT AND MATERIALS STORED ON-SITE
DURING CONSTRUCTION.
7.ANY PAVEMENT CUT SHALL BE DONE AS A FULL DEPTH SAW CUT WITH LINES STRAIGHT AND NEAT.
8.ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LAWFUL MANNER.
9.CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY UTILITIES NEEDED DURING CONSTRUCTION.
10.ALL CLEAR CUTTING MUST BE IN COMPLIANCE TO CHAPTER 9, ENVIRONMENTAL PROTECTION CODE, ARTICLE G,
RIPARIAN BUFFERS AND ARTICLE H, CLEAR CUTTING AND PROTECTION OF "HERITAGE" TREES TO BE FURTHER
SHOWN IN DETAIL AT THE SUBDIVISION CONSTRUCTION PLAN SUBMITTAL, AS SHOWN HEREIN.
DEMOLITION NOTES:
FLDF
L
DFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFL
D
FLDF
LD
FLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDTOWN OF FUQUAY-VARINA
D.B.14649, PG.1354
B.O.M.2018, PG.442
ZONING: PUD
RON ECKLUND
CYNTHIA L. ECKLUND
D.B.13670, PG.2329
B.O.M.1980, PG.486
ZONING: RA
JANIS W. ELDREDGE
WYMA G. ELDREDGE
D.B.7427, PG.906
B.O.M.1980, PG.486
ZONING: RA
JAMES E. JOINES
KELLY G. JOINES
D.B.9023, PG.005
B.O.M.1980, PG.486
ZONING: RA
DONALD J. SARGENT
JOYCE ANN SARGENT
D.B.7319, PG.716
B.O.M.1980, PG.486
ZONING: RA
KENNETH W. ERICKSON
D.B.2783, PG.795
B.O.M.1978, PG.589
ZONING: RA
DEERE & COMPANY
D.B.14947, PG.362
B.O.M.1996, PG.998
ZONING: HI
LUMAS CHARLES DAVIS
DAVID CHARLES DAVIS
D.B.16650, PG.1697
ZONING: RA
MARIAN C. JONES
D.B.11187, PG.2087
ZONING: RA
ALEX B. MCLAMB
VANESSA S. MCLAMB
D.B.8764, PG.2674
B.O.M.1994, PG.282
ZONING: RA
ALEX B. MCLAMB
PHYLLIS J. MCLAMB
D.B.15667, PG.2401
B.O.M.1994, PG.282
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.8764, PG.2672
B.O.M.1985, PG.1373
ZONING: RA
PARTIN PLACE SUBDIVISION
HOMEOWNERS ASSOCIATION INC
D.B.16660, PG.427 B.O.M.2014, PG.788
ZONING: RMD
KB HOME RALEIGH-DURHAM INC
D.B.16624, PG.1233 B.O.M.2017,
PG.824 ZONING: RMD
WAKE COUNTY BOARD
OF EDUCATION
D.B.14359, PG.1742
B.O.M.2018, PG.440
ZONING: PUD
SSxSSxSSxSSxSSxSSxSSxSSxSS xSSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
SIGN
W
T
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWx
Wx
Wx
W
x
Wx
Wx
W
x
Wx
W
x
W
SOUTH LAKES
INVESTORS LLC
D.B.14212, PG.2279
B.O.M.2016, PG.410
CALVIN B. JONES
D.B.2611, PG.032
B.O.M.2002, PG.1650
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.13036, PG.2602
B.O.M.2002, PG.1650
ZONING: RA
CG1
CG2
S3
S2
P1
S1
S4
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
110
103
111
104
112
105
106
107
108
109
101
58
85
83
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
1
102
79
84
94
82
90
78
92
95
87
91
93
80
89
86
99
100
96
59
56
55
63
47
51
50
60
64
49
65
53
57
62
48
52
97
98
46
21
41
33
22
23
34
42
43
24
25
44
26
45
38
39
19
32
20
40
28
27
30
31
73 70 6972
66
67
SCHOOLSCHOOL6' STREET TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
6' STREET TREE
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT
2
10' PUBLIC
UTILITY
EASEMENT
3
75
76
77
81
88
54
61
29
37
36
35
68
116
114
113
123
131
124
132
125
133
118
126
134
119
127
120
128
121
129
122
130
115
135
117
74
71
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10'
TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED
TO WCPSS
10'
TEMPORARY
CONSTRUCTION
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
6' STREET TREE
EASEMENTWATUAGA LAKE DRIVEOLD HICKORY
LAKE PLACE
NORRIS LAKE
ROAD
LAKE

B
A
R
K
E
L
Y

W
A
YWILBUR LAKE DRIVEBOONE LAKE WAYWILBUR LAKE DRIVESCM #1
SCM #2
SCM #3
PHASE
ONE
PHASE TWO
PHASE
THREE
PHASE
FOUR
PHASE
FOUR
MAILBOX KIOSK
FUTURE ROADWAY
BY OTHERS
PUBLIC MAINTENANCE
ENDS AT PROPERTY LINE
FUTURE BACK OF
CURB
FUTURE RIGHT OF
WAY
60' EXISTING ROW
10' ROW
DEDICATION
PHASE LIN
E PHASE LINEPHASE LINEPHASE LINEPHASE LINEPHASE LINECBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
SCM LIMITS
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
PHASE LINE
STREET TREE EASEMENT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
GRAVEL SURFACING
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
COMMON GREEN OPEN SPACE
OPEN SPACE
TABLE
AREA
DESIGNATION
CG1
CG2
P1
S1
S2
S3
S4
AREA
(SQFT.)
59,213
19,064
17,094
9,913
5,913
150,983
9,172
AREA
(AC.)
1.36
0.44
0.39
0.23
0.14
3.47
0.21
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-04 OVERALL SITE LAYOUT.DWGPLOTTED: 6/20/2018 3:40 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
OVERALL SITE LAYOUT C-041" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL BE PER TOWN OF FUQUAY-VARINA 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.
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
TOWN OF FUQUQY-VARINA 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 HOMEOWNERS' ASSOCIATION OF THE NEIGHBORHOOD.
SITE INFORMATION
25% OPEN SPACE DEVELOPMENT
ZONING:
COUNTY:
LOCATION:
PARENT PIN:
DB/PG:
ACREAGE:
WAKE
LAND CLASS:VACANT
RIGHT OF WAY & OTHER AREAS:
RIGHT OF WAY DEDICATION:
NATURAL WETLANDS:
STREAM BUFFER:1.56 AC
3.40 AC
0.51 AC
36.18 AC - TO ROAD CL
008123 / 304
0676-47-4253
LOT ACREAGE:
TOTAL NUMBER PROPOSED LOTS:
MAXIMUM ALLOWED DENSITY:
PROPOSED DENSITY:
MINIMUM ALLOWED LOT SIZE:
MINIMUM PROPOSED LOT SIZE:
MAXIMUM PROPOSED LOT SIZE:
AVERAGE PROPOSED LOT SIZE:5,982 SF
12,354 SF
5,004 SF
5,000 SF
3.87 DU/AC
4.36 DU/AC
135
SIDE YARD:
FRONT YARD:20'
6'
REAR YARD:15'
MINIMUM BUILDING SETBACKS:
CORNER YARD:16'
MINIMUM ALLOWABLE LOT WIDTH:45'
MINIMUM PROPOSED LOT WIDTH:45'
GARAGE:20'
NUMBER OF PHASES:4
PHASE ONE LOTS:34
PHASE TWO LOTS:21
IMPERVIOUS AREAS:
ROADWAYS:3.64 AC
SIDEWALKS:
LOTS (3,000 SF/LOT):
TOTAL ON-SITE IMPERVIOUS AREA:
TOTAL ON-SITE IMPERVIOUS PERCENT:
UTILITY DEMANDS
SEWAGE USAGE:30,375 GPD
WATER USAGE:
1.09 AC
9.30 AC
15.03 AC
43.0%
4 BED X 75 GPD/BED X 135 UNITS
36,450 GPD
RECREATIONAL AREA:1.00 AC
OPEN SPACE BREAKDOWN:
34.92 ac
REQUIRED OPEN SPACE (25%):8.73 ac
OPEN SPACE PROVIDED:9.84 ac (28%)
PROPERTY BOUNDARY:
COMMON GREEN REQUIREMENT (20% OF O.S.):1.75 ac
PRIMARY AREA:3.95 ac
SECONDARY AREA:4.11 ac
COMMON GREEN AREA:1.78 ac
4 BED X 90 GPD/BED X 135 UNITS
MAILBOX KIOSK PARKING:
REQUIRED PARKING:
PROVIDED PARKING:
7 SPACES
6 STD + 1 ADA
7 SPACES
6 STD + 1 ADA
(2 PER 60 UNITS + 1 ADA)
RMD-CZD
1339 OLD HONEYCUTT ROAD
FUQUAY-VARINA, NC 27526
34.92 AC - AT ROW
PHASE THREE LOTS:48
PHASE FOUR LOTS:32
FLOOD HAZARD SOILS NOTE:
ANY FLOOD HAZARD SOILS SHOWN IN THE DEVELOPMENT
AREA WILL BE REMOVED WITH GRADING AND/OR A FLOOD
STUDY WITH CONSTRUCTION DRAWINGS.
WTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD WTLDWTL
D WTLDWTLDSSxSSxSSxSSxSSxSSxSS x
SSxSSxSSxSSxSSxSSxSS xSS x
SS x SSxWT
L
D
W
T
L
D
W
T
L
D
WTLDWTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDCG2
S3
COMMON GREEN
OPEN SPACE
19,064 SQFT.
0.44 AC.
SECONDARY
OPEN SPACE
150,983 SQFT.
3.47 AC.
SECONDARY
OPEN SPACE
9,172 SQFT.
0.21 AC.
158,086 SQFT.
3.63 AC.SSxSSxSSxSSxSSxSSxSS x
SSxSSxSSxSSxSSxSSxSS xSS x
SS x SSxWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
W
T
L
D
W
T
L
D
WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD110
103
104
105
106
107
108
109
101102
79
94
82
90
78
92
95
87
91
93
80
89
86
99
96
63
60
64
65
62
97
98
LOT
5,005 SQFT.
0.11 AC.
LOT
LOT
5,005 SQFT.
0.11 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,283 SQFT.
0.12 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,060 SQFT.
0.12 AC.
LOT
5,070 SQFT.
0.12 AC.
LOT
5,348 SQFT.
0.12 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,060 SQFT.
0.12 AC.
LOT
4,965 SQFT.
0.11 AC.
LOT
5,469 SQFT.
0.13 AC.
LOT
5,031 SQFT.
0.12 AC.
LOT
5,060 SQFT.
0.12 AC.
LOT
5,052 SQFT.
0.12 AC.
LOT
LOT
5,050 SQFT.
0.12 AC.
LOT
6,139 SQFT.
0.14 AC.
LOT
6,051 SQFT.
0.14 AC.
LOT
LOT
6,050 SQFT.
0.14 AC.
LOT
5,896 SQFT.
0.14 AC.
LOT
6,210 SQFT.
0.14 AC.
LOT
6,787 SQFT.
0.16 AC.
LOT
5,900 SQFT.
0.14 AC.
LOT
5,924 SQFT.
0.14 AC.
LOT
5,924 SQFT.
0.14 AC.
LOT
6,954 SQFT.
0.16 AC.
LOT
5,924 SQFT.
0.14 AC.
LOT
5,924 SQFT.
0.14 AC.
LOT
6,372 SQFT.
0.15 AC.
LOT
5,732 SQFT.
0.13 AC.
73
LOT
9,600 SQFT.
0.22 AC.
66
67
LOT
5,007 SQFT.
0.11 AC.
LOT
5,379 SQFT.
0.12 AC.
2
2
5
.
1
2
'
85.16'73.87'
48.0
2
'161.29'185.03
'
41.73'
41.73'45.50'13.91'15.65'14.73'39.21'86.62'
106.04'58.53'40.34'110.00'5.92'110.00'45.50'110.00'45.50'110.00'45.50'111.11'35.34'8.81'110.76'43.83'26.06'8.68'110.06'43.21'111.30'33.88'18.28'32.48'110.72'57.04'11.22'42.06'4.29'21.95'14.91'110.00'45.50'110.00'45.50'110.00'
112.03'18.17'124.98'
110.00'35.31'22.3
2
'36.13'110.00'45.95'110.00'46.05'110.00'46.00'110.00'46.00'110.00'45.99'110.00'7.03'37.97'110.00'45.00'110.00'45.00'36.80'8.20'110.00'36.80'36.80'18.21'110.11'18.21'44.78'110.03'66.83'10.17'44.83'110.00'44.83'10.17'52.65'25.23'59.92'
3
9
.
2
7
'30.00'57.73'39.27'30.00'110.00'30.24'8.91'
3
0
.
7
7
'
32.61'29.92'
29.92'20.45'110.00'65.93'
41.35'110.00
'
66.20'
41.51'
1
1
0
.
0
0
'66.20'41.51'1
1
0
.
0
0
'66.20'41.51'11
0
.
0
0
'66.20'41.51'110.0
0
'71.20'44.65'110.00'77.71'48.73'110.00'75.84
'47.56
'
110.00'40
.61
'13+0014+0015+0
0
16+00 16+91
PT:15+81
13+0014+0015+0016+0017+0017+33PC:13+30PT:14+3012+0013+0014+0015+0016+0017+00
PC:11+44PC:13+95PT:12+44XXXX6' STREET
TREE
EASEMENT
WCR
WCR
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT 20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
L2C1L4
C2L8C4C5WCR
WCR
WCR
20' EXISTING
PUBLIC UTILITY
EASEMENT
CBU
WCR
10' PUBLIC
UTILITY
EASEMENT 10.77'75
LOT
7,837 SQFT.
0.18 AC.26.83'76
77
LOT
6,504 SQFT.
0.15 AC.
LOT
5,613 SQFT.
0.13 AC.45.00'45.00'151.
9
8
'45.50'21.23'45.50'45.50'45.50'46.00'55.00'45.50'45.50'45.50'45.50'45.50'46.46'46.00'46.00'46.00'45.77'46.23'74.38'67.08'56.72'45.50'45.50'8.50'81
88
61
LOT
5,600 SQFT.
0.13 AC.
LOT
5,469 SQFT.
0.13 AC.
LOT
5,390 SQFT.
0.12 AC.
74
LOT
11,888 SQFT.
0.27 AC.XX20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
STREET
LIGHT
STREET
LIGHT
STREET LIGHT
STREET LIGHT
STOP SIGN
CLUSTER
BOX UNIT
30" VALLEY
CURB &
GUTTER
30" STANDARD
CURB & GUTTER
30" STANDARD
CURB & GUTTER21'9'20'11'
10'
5' SIDEWALK
29' BC/BC
50' ROW
29' BC/BC
50' ROW
5' SIDEWALK
R40'
R50'
R30'
R30'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
6' SIDE SETBACK, TYP.
15' REAR SETBACK, TYP.
20' FRONT SETBACK, TYP.
16' CORNER SETBACK, TYP.
TERMINATE
SIDEWALK
PHASE
ONE
PHASE
THREEPHASE LINER30'
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVEWILBUR LAKE DRIVESCM #1
SCM #2
SCM #3
FLOOD HAZARD SOILS
BUFFER ENDS AT
PUBLIC UTILITY
EASEMENT
15 MINUTE
LIMIT SIGN
15 MINUTE
LIMIT SIGN
ACCESSIBLE
PARKING SIGN
TERMINATE
SIDEWALK
46'
46'46'46'46'49'54'CBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
SCM LIMITS
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
PHASE LINE
STREET TREE EASEMENT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
GRAVEL SURFACING
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
COMMON GREEN OPEN SPACE
CURVE TABLE
NAME
C1
ROADWAY
WATUAGA LAKE DRIVE
RADIUS
500.00'
ARC
LENGTH
100.22'
CHORD
LENGTH
100.05'
CHORD
DIRECTION
N4°49'58"E
BEGIN
STATION
13+29.67
END
STATION
14+29.89
LINE TABLE
NAME
L1
L2
ROADWAY
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
LENGTH
329.67'
302.87'
DIRECTION
N10°34'29"E
N0°54'34"W
BEGIN
STATION
10+00.00
14+29.89
END
STATION
13+29.67
17+32.76
LINE TABLE
NAME
L3
L4
ROADWAY
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
LENGTH
110.73'
109.92'
DIRECTION
N79°25'29"W
N89°05'26"E
BEGIN
STATION
10+00.00
15+81.31
END
STATION
11+10.73
16+91.23
CURVE TABLE
NAME
C2
ROADWAY
OLD HICKORY LAKE PLACE
RADIUS
160.00'
ARC
LENGTH
470.58'
CHORD
LENGTH
318.39'
CHORD
DIRECTION
N4°49'58"E
BEGIN
STATION
11+10.73
END
STATION
15+81.31
CURVE TABLE
NAME
C4
C5
C6
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
RADIUS
500.00'
230.00'
500.00'
ARC
LENGTH
100.22'
361.28'
162.82'
CHORD
LENGTH
100.06'
325.27'
162.10'
CHORD
DIRECTION
N4°49'58"E
N44°05'26"E
S8°25'11"W
BEGIN
STATION
11+43.95
13+95.40
25+42.84
END
STATION
12+44.17
17+56.68
27+05.66
LINE TABLE
NAME
L7
L8
L9
L10
L11
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LENGTH
155.95'
151.23'
310.00'
476.15'
112.71'
DIRECTION
N10°34'31"E
N0°54'34"W
N89°05'26"E
S0°54'34"E
S17°44'55"W
BEGIN
STATION
9+88.00
12+44.17
17+56.68
20+66.68
27+05.66
END
STATION
11+43.95
13+95.40
20+66.68
25+42.84
28+18.37
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-05 PARTIAL SITE LAYOUT I.DWGPLOTTED: 6/20/2018 3:41 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL SITE LAYOUT I C-051" = 40'
LEGEND:
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0MATCHLINEREFER TO PARTIAL SITELAYOUT IIMATCHLINE
REFER TO PARTIAL SITE
LAYOUT III
* SEE C-04 FOR APPLICABLE NOTES
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDS2
P1
SECONDARY
OPEN SPACE
5,913 SQFT.
0.14 AC.
S1
PRIMARY
OPEN SPACE
17,094 SQFT.
0.39 AC.
SECONDARY
OPEN SPACE
9,913 SQFT.
0.23 AC.
S4
SECONDARY
OPEN SPACE
9,172 SQFT.
0.21 AC.
18
17
16
15
14
13
12
11
10
9
8
7
6
5
55
63
47
51
50
60
64
49
65
53
62
48
52
LOT
10,481 SQFT.
0.24 AC.
LOT
5,080 SQFT.
0.12 AC.
LOT
9,322 SQFT.
0.21 AC.
LOT
5,666 SQFT.
0.13 AC.
LOT
5,619 SQFT.
0.13 AC.
LOT
5,662 SQFT.
0.13 AC.
LOT
5,664 SQFT.
0.13 AC.
LOT
5,670 SQFT.
0.13 AC.
LOT
5,668 SQFT.
0.13 AC.
LOT
5,672 SQFT.
0.13 AC.
LOT
5,674 SQFT.
0.13 AC.
LOT
5,676 SQFT.
0.13 AC.
LOT
5,679 SQFT.
0.13 AC.
LOT
6,634 SQFT.
LOT
5,005 SQFT.
0.11 AC.
LOT
LOT
5,005 SQFT.
0.11 AC.
LOT
5,205 SQFT.
0.12 AC.
LOT
5,006 SQFT.
0.11 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,361 SQFT.
0.12 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,283 SQFT.
0.12 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,004 SQFT.
0.11 AC.
46
LOT
5,005 SQFT.
0.11 AC.
21
41
22
23
42
43
24
25
44
26
45
38
39
19
20
40
LOT
5,049 SQFT.
0.12 AC.
28
27
LOT
5,049 SQFT.
0.12 AC.
LOT
5,049 SQFT.
0.12 AC.
LOT
5,049 SQFT.
0.12 AC.
LOT
5,049 SQFT.
0.12 AC.
LOT
5,049 SQFT.
0.12 AC.
LOT
5,916 SQFT.
0.14 AC.
LOT
5,049 SQFT.
0.12 AC.
LOT
5,049 SQFT.
0.12 AC.
LOT
5,249 SQFT.
0.12 AC.
LOT
5,280 SQFT.
0.12 AC.
LOT
5,280 SQFT.
0.12 AC.
LOT
5,280 SQFT.
0.12 AC.
LOT
5,360 SQFT.
0.12 AC.
LOT
5,280 SQFT.
0.12 AC.
LOT
5,920 SQFT.
0.14 AC.
LOT
5,339 SQFT.
0.12 AC.
LOT
5,280 SQFT.
0.12 AC.
73
70 6972
LOT
9,600 SQFT.
0.22 AC.
LOT
6,575 SQFT.
0.15 AC.
LOT
5,781 SQFT.
0.13 AC.
LOT
7,330 SQFT.
0.17 AC.
66
67
LOT
5,007 SQFT.
0.11 AC.
LOT
5,379 SQFT.
0.12 AC.45.00'126.34'58.96'11.89'33.11'126.16'45.00'45.00'126.12'45.00'45.00'126.07'45.00'45.00'126.03'45.00'45.00'125.98'45.00'45.00'125.94'45.00'45.00'125.89'45.00'45.00'125.85'45.00'45.00'125.80'45.00'118.26'45.00'27.14'19.89'47.19'101.50'53.60'34.13
'162.94'135.02'38.8
7
'136.49'95.70'22.19'2
2
5
.
1
2
'7.79'
45.00'141.71'73.87'
48.0
2
'
45.00'120.61'28.9
0
'
34.38'
25.62'
45.00'30.06'119.54'25.02'13.85'161.29'25.02'41.73'185.03
'
41.73'
20.
8
8
'59.02
'
31.13'
41.73'30.00'110.00'55.00'85.00'3
9
.
2
7
'45.90'110.00'45.90'110.00'45.90'110.00'45.90'110.00'45.90'110.00'45.90'110.00'45.90'110.00'45.90'110.00'20.92'111.97'18.02'23.16'3.84'28.95'6.21'31.98'4.72'113.11'46.24'112.67'46.24'110.07'39.66'110.00'8.04'48.00'110.00'48.00'110.00'48.00'110.00'48.00'110.00'48.00'110.00'48.72'110.00'57.03'83.75'29.53'40.55'45.50'110.00'45.50'110.00'45.52'110.00'45.48'110.00'45.50'110.00'45.50'110.00'45.50'110.00'45.50'110.00'14.73'38.46'110.00'13.91'15.65'14.73'39.21'56.75'110.00'45.60'86.62'
106.04'58.53'40.34'110.00'5.92'110.00'45.50'110.00'45.50'110.00'45.50'111.11'35.34'8.81'110.76'43.83'110.00'
WCRWCR
12+0013+0014+0015+0016+0016+80PC:11+71PT:12+7116+0017+00
18+00 19+00 20+00
21+0022+0023+0024+0025+00PI:20+67
PC:25+43PT:17+57XXXX 10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' PUBLIC
UTILITY
EASEMENT
L9
L10C5L13C7WCR
48.00'48.00'48.00'48.72'55.00'45.90'45.90'45.90'45.90'45.90'45.90'45.90'49.38'48.00'32.94'45.90'50.00'45.50'21.23'45.50'45.50'45.50'46.00'55.00'45.50'45.50'45.50'45.50'45.50'31.98'18.02'23.16'3.84'54
61
29
37
36
68142.62'31.13'7.79'LOT
5,022 SQFT.
0.12 AC.
59.02'
LOT
LOT
5,797 SQFT.
0.13 AC.
LOT
5,688 SQFT.
0.13 AC.
LOT
5,390 SQFT.
0.12 AC.LOT
5,520 SQFT.
0.13 AC.
74
LOT
11,888 SQFT.
0.27 AC.
71
LOT
5,561 SQFT.
0.13 AC.
20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT
6' STREET
TREE
EASEMENT
PHASE
THREE
PHASE
FOUR
PHASE LINESTREET
LIGHT
STOP SIGN
5' SIDEWALK
6' SIDE SETBACK, TYP.
15' REAR SETBACK, TYP.
20' FRONT SETBACK, TYP.
16' CORNER SETBACK, TYP.
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
5' SIDEWALK
29' BC/BC
50' ROW
29' BC/BC
50' ROW
30" VALLEY
CURB &
GUTTER
30" VALLEY
CURB &
GUTTER
BOONE LAKE WAYWILBUR LAKE DRIVER30'R30'
R40'
R30'
R30'
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
STOP SIGN
STOP SIGN
45'
45'
45'45'46'47'
CBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
SCM LIMITS
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
PHASE LINE
STREET TREE EASEMENT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
GRAVEL SURFACING
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
COMMON GREEN OPEN SPACE
CURVE TABLE
NAME
C4
C5
C6
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
RADIUS
500.00'
230.00'
500.00'
ARC
LENGTH
100.22'
361.28'
162.82'
CHORD
LENGTH
100.06'
325.27'
162.10'
CHORD
DIRECTION
N4°49'58"E
N44°05'26"E
S8°25'11"W
BEGIN
STATION
11+43.95
13+95.40
25+42.84
END
STATION
12+44.17
17+56.68
27+05.66
LINE TABLE
NAME
L7
L8
L9
L10
L11
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LENGTH
155.95'
151.23'
310.00'
476.15'
112.71'
DIRECTION
N10°34'31"E
N0°54'34"W
N89°05'26"E
S0°54'34"E
S17°44'55"W
BEGIN
STATION
9+88.00
12+44.17
17+56.68
20+66.68
27+05.66
END
STATION
11+43.95
13+95.40
20+66.68
25+42.84
28+18.37
CURVE TABLE
NAME
C7
ROADWAY
BOONE LAKE WAY
RADIUS
500.00'
ARC
LENGTH
100.22'
CHORD
LENGTH
100.06'
CHORD
DIRECTION
N4°49'58"E
BEGIN
STATION
11+71.10
END
STATION
12+71.32
LINE TABLE
NAME
L12
L13
ROADWAY
BOONE LAKE WAY
BOONE LAKE WAY
LENGTH
171.10'
408.38'
DIRECTION
N10°34'31"E
N0°54'34"W
BEGIN
STATION
10+00.00
12+71.32
END
STATION
11+71.10
16+79.70
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-06 PARTIAL SITE LAYOUT II.DWGPLOTTED: 6/20/2018 3:42 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL SITE LAYOUT II C-061" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:MATCHLINEREFER TO PARTIAL SITELAYOUT IMATCHLINE
REFER TO PARTIAL SITE
LAYOUT IV
* SEE C-04 FOR APPLICABLE NOTES
CG2
COMMON GREEN
OPEN SPACE
19,064 SQFT.
0.44 AC.
110
111
112
109
58
85
83
84
82
87
86
99
100
59
56
55
60
57
6298
LOT
5,005 SQFT.
0.11 AC.LOT
5,005 SQFT.
0.11 AC.
LOT
5,016 SQFT.
0.12 AC.
LOT
5,205 SQFT.
0.12 AC.
LOT
5,361 SQFT.
0.12 AC.
LOT
5,916 SQFT.
0.14 AC.
LOT
5,283 SQFT.
0.12 AC.
0.11 AC.
LOT
5,916 SQFT.
0.14 AC.
LOT
5,916 SQFT.
0.14 AC.
LOT
5,348 SQFT.
0.12 AC.
LOT
5,469 SQFT.
0.13 AC.
0.12 AC.
LOT
5,045 SQFT.
0.12 AC.
LOT
6,139 SQFT.
0.14 AC.
LOT
5,916 SQFT.
0.14 AC.
LOT
5,013 SQFT.
0.12 AC.
LOT
6,051 SQFT.
0.14 AC.
LOT
5,898 SQFT.
0.14 AC.
LOT
6,787 SQFT.
0.16 AC.
LOT
5,795 SQFT.
0.13 AC.
LOT
5,795 SQFT.
0.13 AC.
LOT
6,954 SQFT.
0.16 AC.
WCR
WCR
110.00'
110.00'13.91'15.65'14.73'39.21'110.00'45.60'110.00'45.50'110.00'55.00'85.00'
111.11'35.34'8.81'110.76'43.83'110.00'18.45'26.06'110.00'45.50'3
9
.
2
7
'30.00'85.00'39.27'85.00'55.00'110.00'30.00'8.68'110.06'45.67'36.80'43.21'111.30'33.88'18.28'32.48'110.72'57.04'11.22'4.29'21.95'110.00'45.00'110.00'45.00'110.00'36.80'8.20'85.00'
3
9
.
2
7
'30.00'52.80'110.00'30.00'39.27'60.73'
24.41'36.80'36.80'18.21'110.11'18.21'44.78'66.83'77.71'48.73'110.00'75.84
'47.56
'
110.00'
6
4
.
7
6
'40.
6
1
'110.00'6
4
.
7
6
'
4
0
.
6
1
'110.00'39.75'72.93'40
.
6
1
'156.93'40.6
1
'147.05'12.88'
30.73'147.44'30.00'
3
9
.
2
7
'97.00'147.60'97.60'39.27'30.00'
44.95'147.60'45.00'147.60'45.00'147.59'45.00'147.59'45.00'147.59'45.00'147.58'45.00'147.58'45.00'147.58'45.00'147.58'SCHOOLWCR
WCR
WCR
WCR
WCR
WCR
10+00
11+00
1
2
+
0
013+00PC:11+11
10+0011+0012+0013+0014+00PC:13+3010+00
11+00
12+00
13+00
14+00
15+009+8810+0011+0012+00PC:11+44PT:12+44WCR
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT 20' TYPE 'C'
LANDSCAPE
BUFFER
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENTL1C1L3
L5L7C4
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT
WCR 50.00'21.23'55.00'46.72'81
88
54
61
LOT
5,600 SQFT.
0.13 AC.
LOT
5,469 SQFT.
0.13 AC.
LOT
5,390 SQFT.
0.12 AC.LOT
5,520 SQFT.
0.13 AC.
10+0
0
11+0
0
12+0
0
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
116
114
113
123
124
125
118
126
119
127
120
121
122
115
117
LOT
6,641 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
6,639 SQFT.
0.15 AC.
LOT
6,642 SQFT.
0.15 AC.
LOT
6,642 SQFT.
0.15 AC.
LOT
6,642 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
7,850 SQFT.
0.18 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
7,845 SQFT.
0.18 AC.
LOT
8,619 SQFT.
0.20 AC.
LOT
9,959 SQFT.
0.23 AC.
LOT
7,166 SQFT.
0.16 AC.147.60'30.00'
3
9
.
2
7
'
45.01'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
30.01'
53.84'
74.48'
81.94'XXXXXX20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENTPHASE
ONE
PHASE
TWOPHASE LINEPHASE
THREE
PHASE LI
N
E
PHASE LI
N
E
STOP SIGN
6' SIDE SETBACK, TYP.
15' REAR SETBACK, TYP.
20' FRONT SETBACK, TYP.
16' CORNER
SETBACK, TYP.
STREET
LIGHT
5' SIDEWALK
29' BC/BC
50' ROW
30" VALLEY CURB
& GUTTER
STOP
SIGN
STOP SIGN
STREET LIGHT
STREET LIGHT
STOP SIGN
STOP BAR
CROSSWALK
30" STANDARD
CURB & GUTTER
29' BC/BC
50' ROW
R40'
R40'
R30'
R30'
R30'
R30'
R30'
R30'
5' SIDEWALK
10' ASPHALT
SIDEPATH
10' ASPHALT
SIDEPATH
4:1 TAPER
WATUAGA LAKE DRIVELAKE

B
A
R
K
E
L
Y

W
A
Y
WILBUR LAKE DRIVE
OLD HICKORY LAKE PLACE
TERMINATE
SIDEWALK
REFER TO OLD HONEYCUTT
PLAN ROADWAY
IMPROVEMENT SHEET
SCM #1
15 MINUTE
LIMIT SIGN53'
4
5
'
4
5
'
45'
45'SSSSxSSxSSxSSxSSxSSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
WWTLDWTLDWTLDWTLDWTLDWTLDWTLDOLD
H
O
N
E
Y
C
U
T
T

R
O
A
D
CBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
SCM LIMITS
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
PHASE LINE
STREET TREE EASEMENT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
GRAVEL SURFACING
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
COMMON GREEN OPEN SPACE
CURVE TABLE
NAME
C1
ROADWAY
WATUAGA LAKE DRIVE
RADIUS
500.00'
ARC
LENGTH
100.22'
CHORD
LENGTH
100.05'
CHORD
DIRECTION
N4°49'58"E
BEGIN
STATION
13+29.67
END
STATION
14+29.89
LINE TABLE
NAME
L1
L2
ROADWAY
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
LENGTH
329.67'
302.87'
DIRECTION
N10°34'29"E
N0°54'34"W
BEGIN
STATION
10+00.00
14+29.89
END
STATION
13+29.67
17+32.76
LINE TABLE
NAME
L3
L4
ROADWAY
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
LENGTH
110.73'
109.92'
DIRECTION
N79°25'29"W
N89°05'26"E
BEGIN
STATION
10+00.00
15+81.31
END
STATION
11+10.73
16+91.23
CURVE TABLE
NAME
C2
ROADWAY
OLD HICKORY LAKE PLACE
RADIUS
160.00'
ARC
LENGTH
470.58'
CHORD
LENGTH
318.39'
CHORD
DIRECTION
N4°49'58"E
BEGIN
STATION
11+10.73
END
STATION
15+81.31
LINE TABLE
NAME
L5
L6
ROADWAY
LAKE BARKELY WAY
LAKE BARKELY WAY
LENGTH
739.16'
130.75'
DIRECTION
S79°25'29"E
S67°53'15"E
BEGIN
STATION
10+00.00
18+39.84
END
STATION
17+39.16
19+70.59
CURVE TABLE
NAME
C4
C5
C6
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
RADIUS
500.00'
230.00'
500.00'
ARC
LENGTH
100.22'
361.28'
162.82'
CHORD
LENGTH
100.06'
325.27'
162.10'
CHORD
DIRECTION
N4°49'58"E
N44°05'26"E
S8°25'11"W
BEGIN
STATION
11+43.95
13+95.40
25+42.84
END
STATION
12+44.17
17+56.68
27+05.66
LINE TABLE
NAME
L7
L8
L9
L10
L11
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LENGTH
155.95'
151.23'
310.00'
476.15'
112.71'
DIRECTION
N10°34'31"E
N0°54'34"W
N89°05'26"E
S0°54'34"E
S17°44'55"W
BEGIN
STATION
9+88.00
12+44.17
17+56.68
20+66.68
27+05.66
END
STATION
11+43.95
13+95.40
20+66.68
25+42.84
28+18.37
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-07 PARTIAL SITE LAYOUT III.DWGPLOTTED: 6/20/2018 3:42 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL SITE LAYOUT III C-071" = 40'
LEGEND:
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 MATCHLINEREFER TO PARTIAL SITELAYOUT IVMATCHLINE
REFER TO PARTIAL SITE
LAYOUT I
* SEE C-04 FOR APPLICABLE NOTES
SIGN
CG1
COMMON GREEN
OPEN SPACE
59,213 SQFT.
1.36 AC.
LAKE

B
A
R
K
E
L
Y

W
A
Y
NORRIS LAKE ROADWILBUR LAKE DRIVEBOONE LAKE WAY29' BC/BC
50' ROW
57' BC/BC
80' ROW
R30'
R30'
R30'
R30'
R30'
R30'
R5'
R40'R5'
R40'
29' BC/BC
50' ROW
26' FC/FC
19' FC/FC
35' BC/BC
6
5
4
1
56
55
57
5,676 SQFT.
0.13 AC.
LOT
5,679 SQFT.
0.13 AC.
LOT
6,634 SQFT.
0.15 AC.
LOT
6,279 SQFT.
0.14 AC.
LOT
6,553 SQFT.
0.15 AC.
LOT
5,005 SQFT.
0.11 AC.
LOT
5,016 SQFT.
0.12 AC.
5,205 SQFT.
5,361 SQFT.
0.12 AC.
LOT
5,916 SQFT.
0.14 AC.
33
34
32
28
27
30
31
LOT
5,707 SQFT.
0.13 AC.
5,049 SQFT.
0.12 AC.
LOT
5,249 SQFT.
0.12 AC.
LOT
6,086 SQFT.
0.14 AC.
LOT
5,422 SQFT.
0.12 AC.
LOT
5,176 SQFT.
0.12 AC.
LOT
5,428 SQFT.
0.12 AC.
WCR
WCR
123.
4
1
'33.18'36.31'
67.3
0
'37.37
'31.99'20.93'24.07'134.71'20.33'41.23'45.00'138.12'60.52'45.00'130.11'53.52'45.00'126.34'58.96'11.89'33.11'126.16'45.00'45.90'110.00'20.92'111.97'18.02'23.16'3.84'28.95'114.76'6.21'31.98'49.37'113.92'43.54'19.28'108.87'46.36'27.37'61.07'55.00'33.71'36.99'17.94'30.00'113.09'
88.09'
3
9
.
2
7
'48.00'113.09'4.72'113.11'43.10'46.24'112.67'46.24'57.03'38.46'110.00'13.91'15.65'39.21'56.75'110.00'45.60'45.60'110.00'45.50'45.50'110.00'55.00'30.00'39.27'85.00'
45.00'147.58'45.00'147.58'45.00'147.57'45.00'147.57'45.37'147.57'45.00'147.57'47.20'147.59'26.65'
18.36'147.74'49.68'144.81'27.61
'
17.7
7
'138.83'47.5
5
'36.92
'82.40'WCRSCHOOL
SCHOOLWCR
WCR
WCR
WCR
10+0011+0012+00PC:11+7119+7
1
14+00
15+00
16+00
17+00
18+00
19+0
0
PC:17+39
PT:1
8
+
4
0
28+18 25+0026+0027+0028+00PC:25+43PT:27+0613+07
10+0011+0012+0013+00PC:11+61PT:12+67L1415' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
L6
C3L11 C6L12C7C86' STREET TREE
EASEMENT
WCR
WCR L152
LOT
7,232 SQFT.
0.17 AC.
3
LOT
6,821 SQFT.
0.16 AC.32.94'45.90'55.00'48.00'11.51'50.00'31.98'18.02'23.16'3.84'48.84'54
61
29
37
36
35
LOT
5,697 SQFT.
0.13 AC.LOT
5,465 SQFT.
0.13 AC.
LOT
5,797 SQFT.
0.13 AC.
LOT
5,688 SQFT.
0.13 AC.
LOT
5,390 SQFT.
0.12 AC.LOT
5,520 SQFT.
0.13 AC.
21+00
22+00
23+00
24+00
25+00
26+00
27+0
0
28+0
0
29+0
0
30+0
0
30+3
5
131
132
125
133
126
134
127
128
129
130
135
LOT
6,641 SQFT.
0.15 AC.
LOT
6,389 SQFT.
0.15 AC.
LOT
8,674 SQFT.
0.20 AC.
LOT
6,776 SQFT.
0.16 AC.
LOT
6,647 SQFT.
0.15 AC.
LOT
6,881 SQFT.
0.16 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
LOT
6,664 SQFT.
0.15 AC.
LOT
6,641 SQFT.
0.15 AC.
45.00'
45.00'
45.00'
45.00'
44.94'
45.00'
45.00'147.74'45.00'138.83'39.03'
38.62'
44.27'11.51'44.65'
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED TO WCPSS
10' TEMPORARY
CONSTRUCTION
EASEMENT
6' SIDE SETBACK, TYP.
15' REAR SETBACK, TYP.
20' FRONT SETBACK, TYP.
16' CORNER SETBACK, TYP.
5' SIDEWALK
30" VALLEY CURB
& GUTTER
STOP
SIGN
STREET
LIGHT
STOP SIGN
STOP BAR &
CROSSWALK
STREET LIGHT
STOP
SIGN
STREET
LIGHT
30" STANDARD
CURB & GUTTER
10' ASPHALT
SIDEPATH
10' ASPHALT
SIDEPATH
5' SIDEWALK
TERMINATE SIDEWALK
4:1 TAPER
TERMINATE CURB
& GUTTER
TERMINATE
SIDEWALK
30" STANDARD
CURB & GUTTER
STOP SIGN
FUTURE
ROADWAY
BY OTHERS
PHASE
ONE PHASE LINEPHASE
THREE
PHASE
FOUR
PHASE
TWO
PHASE LI
N
E
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
L5
REFER TO OLD HONEYCUTT
PLAN ROADWAY
IMPROVEMENT SHEET
OLD
H
O
N
E
Y
C
U
T
T

R
O
A
D
CBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
SCM LIMITS
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
PHASE LINE
STREET TREE EASEMENT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
GRAVEL SURFACING
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
COMMON GREEN OPEN SPACE
CURVE TABLE
NAME
C3
ROADWAY
LAKE BARKELY WAY
RADIUS
500.00'
ARC
LENGTH
100.68'
CHORD
LENGTH
100.51'
CHORD
DIRECTION
S73°39'22"E
BEGIN
STATION
17+39.16
END
STATION
18+39.84
CURVE TABLE
NAME
C4
C5
C6
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
RADIUS
500.00'
230.00'
500.00'
ARC
LENGTH
100.22'
361.28'
162.82'
CHORD
LENGTH
100.06'
325.27'
162.10'
CHORD
DIRECTION
N4°49'58"E
N44°05'26"E
S8°25'11"W
BEGIN
STATION
11+43.95
13+95.40
25+42.84
END
STATION
12+44.17
17+56.68
27+05.66
LINE TABLE
NAME
L7
L8
L9
L10
L11
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LENGTH
155.95'
151.23'
310.00'
476.15'
112.71'
DIRECTION
N10°34'31"E
N0°54'34"W
N89°05'26"E
S0°54'34"E
S17°44'55"W
BEGIN
STATION
9+88.00
12+44.17
17+56.68
20+66.68
27+05.66
END
STATION
11+43.95
13+95.40
20+66.68
25+42.84
28+18.37
LINE TABLE
NAME
L5
L6
ROADWAY
LAKE BARKELY WAY
LAKE BARKELY WAY
LENGTH
739.16'
130.75'
DIRECTION
S79°25'29"E
S67°53'15"E
BEGIN
STATION
10+00.00
18+39.84
END
STATION
17+39.16
19+70.59
CURVE TABLE
NAME
C7
ROADWAY
BOONE LAKE WAY
RADIUS
500.00'
ARC
LENGTH
100.22'
CHORD
LENGTH
100.06'
CHORD
DIRECTION
N4°49'58"E
BEGIN
STATION
11+71.10
END
STATION
12+71.32
LINE TABLE
NAME
L12
L13
ROADWAY
BOONE LAKE WAY
BOONE LAKE WAY
LENGTH
171.10'
408.38'
DIRECTION
N10°34'31"E
N0°54'34"W
BEGIN
STATION
10+00.00
12+71.32
END
STATION
11+71.10
16+79.70
CURVE TABLE
NAME
C8
ROADWAY
NORRIS LAKE ROAD
RADIUS
500.00'
ARC
LENGTH
106.10'
CHORD
LENGTH
105.90'
CHORD
DIRECTION
N22°48'41"E
BEGIN
STATION
11+60.71
END
STATION
12+66.81
LINE TABLE
NAME
L14
L15
ROADWAY
NORRIS LAKE ROAD
NORRIS LAKE ROAD
LENGTH
160.71'
40.07'
DIRECTION
N16°43'54"E
N28°53'26"E
BEGIN
STATION
10+00.00
12+66.81
END
STATION
11+60.71
13+06.88
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-08 PARTIAL SITE LAYOUT IV.DWGPLOTTED: 6/20/2018 3:43 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL SITE LAYOUT IV C-081" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:MATCHLINEREFER TO PARTIAL SITELAYOUT IIIMATCHLINE
REFER TO PARTIAL SITE
LAYOUT II
* SEE C-04 FOR APPLICABLE NOTES
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDTOWN OF FUQUAY-VARINA
D.B.14649, PG.1354
B.O.M.2018, PG.442
ZONING: PUD
RON ECKLUND
CYNTHIA L. ECKLUND
D.B.13670, PG.2329
B.O.M.1980, PG.486
ZONING: RA
JANIS W. ELDREDGE
WYMA G. ELDREDGE
D.B.7427, PG.906
B.O.M.1980, PG.486
ZONING: RA
JAMES E. JOINES
KELLY G. JOINES
D.B.9023, PG.005
B.O.M.1980, PG.486
ZONING: RA
DONALD J. SARGENT
JOYCE ANN SARGENT
D.B.7319, PG.716
B.O.M.1980, PG.486
ZONING: RA
KENNETH W. ERICKSON
D.B.2783, PG.795
B.O.M.1978, PG.589
ZONING: RA
DEERE & COMPANY
D.B.14947, PG.362
B.O.M.1996, PG.998
ZONING: HI
LUMAS CHARLES DAVIS
DAVID CHARLES DAVIS
D.B.16650, PG.1697
ZONING: RA
MARIAN C. JONES
D.B.11187, PG.2087
ZONING: RA
ALEX B. MCLAMB
VANESSA S. MCLAMB
D.B.8764, PG.2674
B.O.M.1994, PG.282
ZONING: RA
ALEX B. MCLAMB
PHYLLIS J. MCLAMB
D.B.15667, PG.2401
B.O.M.1994, PG.282
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.8764, PG.2672
B.O.M.1985, PG.1373
ZONING: RA
PARTIN PLACE SUBDIVISION
HOMEOWNERS ASSOCIATION INC
D.B.16660, PG.427 B.O.M.2014, PG.788
ZONING: RMD
KB HOME RALEIGH-DURHAM INC
D.B.16624, PG.1233 B.O.M.2017,
PG.824 ZONING: RMD
WAKE COUNTY BOARD
OF EDUCATION
D.B.14359, PG.1742
B.O.M.2018, PG.440
ZONING: PUD
SSxSSxSSxSSxSSxSSxSSxSSxSS xSSxSIGN
W
T
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDSOUTH LAKES
INVESTORS LLC
D.B.14212, PG.2279
B.O.M.2016, PG.410
CALVIN B. JONES
D.B.2611, PG.032
B.O.M.2002, PG.1650
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.13036, PG.2602
B.O.M.2002, PG.1650
ZONING: RA
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
110
103
111
104
112
105
106
107
108
109
101
58
85
83
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
1
102
79
84
94
82
90
78
92
95
87
91
93
80
89
86
99
100
96
59
56
55
63
47
51
50
60
64
49
65
53
57
62
48
52
97
98
46
21
41
33
22
23
34
42
43
24
25
44
26
45
38
39
19
32
20
40
28
27
30
31
73 70 6972
66
67
SCHOOLSCHOOL6' STREET TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
6' STREET TREE
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT
2
10' PUBLIC
UTILITY
EASEMENT
3
75
76
77
81
88
54
61
29
37
36
35
68
116
114
113
123
131
124
132
125
133
118
126
134
119
127
120
128
121
129
122
130
115
135
117
74
71
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10'
TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED
TO WCPSS
10'
TEMPORARY
CONSTRUCTION
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
6' STREET TREE
EASEMENT
WATUAGA LAKE DRIVEOLD HICKORY
LAKE PLACE
NORRIS LAKE
ROAD
LAKE

B
A
R
K
E
L
Y

W
A
YWILBUR LAKE DRIVEBOONE LAKE WAYWILBUR LAKE DRIVEE N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-09 SIGNAGE AND STRIPING PLAN.DWGPLOTTED: 6/20/2018 3:44 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SIGNAGE AND STRIPING PLAN C-091" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
1.ALL SIGNS, STREET MARKERS, AND PAVEMENT MARKINGS SHALL
BE INSTALLED ON EACH STREET PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY OR STREET ACCEPTANCE AS
DETERMINED BY THE TOWN OF FUQUAY-VARINA.
2.SIGNS SHALL BE HIGH INTENSITY SHEETING MEETING ALL THE
REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) LATEST EDITION.
3.ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS.
4.IF DECORATIVE POSTS ARE USED, THE OWNERSHIP &
MAINTENANCE SHALL BE THAT OF THE HOA
5.ALL PAVEMENT MARKINGS SHALL BE WHITE, THERMOPLASTIC PER
NCDOT STANDARDS UNLESS OTHERWISE NOTED.
6.STOP, YIELD & STREET SIGNS SHALL BE INSTALLED ON SAME POST.
NOTES:
STREET SIGN TABLE:
STREET NAME -
NUMBER OF LETTERS*
STREET SIGN -
LENGTH
3-7 LETTERS
8-10 LETTERS
11-13 LETTERS
ABOVE 13 LETTERS
24-INCHES
30-INCHES
36-INCHES
36-INCHES PLUS 2 INCHES PER
ADD'L LETTER
* NUMBER OF LETTERS REFERS TO THE NAME OF THE STREET. DOES NOT
INCLUDE ABBREVIATIONS NEEDED TO LABEL ROAD, DRIVE, AVENUE, WAY,
COURT, STREET, ETC.
SCALE:
1
C-09
SIGN INSTALLATION DETAIL
NTS
POST
SLEEVE
ANCHOR
SEE
DETAIL B
SEE
DETAIL A
1. POST
3. ANCHOR
2. SLEEVE
- 1-3/4" X 1-3/4" SQUARE PERFORATED 0.105"
- 2-1/4" X 2-1/4" X 12", SQUARE PERFORATED
- 2" X 2" X 30", SQUARE PERFORATED 0.105" GALVANIZED
GALVANIZED STEEL TUBING
18"
MIN.
NOTES:SIGN HEIGHT PER M.U.T.C.D.UNLESS OTHERWISE DIRECTED BYC.O.S. TRAFFIC ENGINEERING DIVISIONPOST
SIGN 3/8" STEEL DRIVE RIVET
SLEEVE
ANCHOR
POST
3/8" STEEL DRIVE RIVET
2' MIN. BEHIND
CURB OR AT BACK
OF SIDEWALK
1"
30"
12"
3 8" DIA.
3/8" STEEL DRIVE RIVET
0.105 GALVANIZED STEEL TUBING
STEEL TUBING
DETAIL B
ANCHOR ASSEMBLY
DETAIL A
SIGN MOUNTING
4. STOP SIGNS & STREET SIGN SHALL BE INSTALLED ON SAME POST.
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
LAKE BARKELY WAY
NORRIS LAKE ROAD
STOP SIGN: R1-1
30"x30"
8' WIDE STANDARD CROSS
WALK - NCDOT 1205.7
24" WIDE STOP BAR -
NCDOT 1205.7
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
WILBUR LAKE DRIVE
LAKE BARKELY WAY
STOP SIGN: R1-1
30"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
BOONE LAKE WAY
LAKE BARKELY WAY
STOP SIGN: R1-1
30"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
WILBUR LAKE DRIVE
LAKE BARKELY WAY
STOP SIGN: R1-1
30"x30"
STOP SIGN: R1-1
30"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVE
STOP SIGN: R1-1
30"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVE
STOP SIGN: R1-1
30"x30"
STOP SIGN: R1-1
30"x30"
STOP SIGN: R1-1
30"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
BOONE LAKE WAY
LAKE BARKELY WAY
STOP SIGN: R1-1
30"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D-3
NORRIS LAKE ROAD
OLD HONEYCUTT ROAD
STOP SIGN: R1-1
30"x30"
8' WIDE STANDARD CROSS
WALK - NCDOT 1205.7
SSxSSxSSxSSxSSxWx
Wx
Wx
Wx
Wx W x W x
Wx
Wx W x W x W x W x W x W x W x W x
W x
W x
W x
W x
W x
W x
W x
345
WCRWCR
10+0010+00
11+00
12+00
13+00
14+00 15+00
16+00
17+00
18+00
19+00
4:1 TAPER
14'
10'x70' NCDOT SIGHT
TRIANGLE
STOP SIGN
(R1-1)
30" STANDARD
CURB & GUTTER
10'x70' NCDOT SIGHT
TRIANGLE
20' TYPE "C"
BUFFER
20' TYPE "C"
BUFFER
VARIABLE WIDTH
PRIVATE ENTRY SIGN
EASEMENT
VARIABLE WIDTH
PRIVATE ENTRY SIGN
EASEMENT
20' PRIVATE SCM ACCESS
& MAINTENANCE
EASEMENT
75' STORAGE50' FULL DECEL
150' DECELERATION
100' BAY TAPER
335' TAPER
2/3 OF 475' APPROACH TAPER
LATERAL SHIFT, W=9.5'
DESIGN SPEED, S=50 mph
12'
11'
2' PAVED
SHOUDLER FUTURE CURB &
GUTTER - NIC
FUTURE RIGHT OF
WAY
EXISTING RIGHT OF
WAY
10' ASPHALT
SIDE PATHSTREET LIGHT
STREET LIGHTSTREET LIGHT
14'
12'
11'
2' PAVED
SHOUDLER MATCHLINEPOINT OF INTERSECTION
WATUAGA LAKE DRIVE (STA:10+00)
OLD HONEYCUTT ROAD (STA: 16+38)
R40'R40'R8'
CBU
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
SCM LIMITS
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENT
PHASE LINE
STREET TREE EASEMENT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
GRAVEL SURFACING
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
3
5
5
W x W x
WCR
SCHOOL10+0020+00
21+00
22+00
23+00
24+00 25+00
123 124
20' TYPE "C"
BUFFER
20' PRIVATE DRAINAGE
EASEMENT
FUTURE CURB &
GUTTER - NIC
FUTURE RIGHT OF
WAY
EXISTING RIGHT OF
WAY
FUTURE CURB &
GUTTER - NIC
FUTURE RIGHT OF WAY
EXISTING RIGHT OF WAY
10' ASPHALT
SIDE PATH
STREET LIGHT STREET LIGHT
STREET LIGHT
STREET LIGHT
30" STANDARD
CURB & GUTTER
MATCHLINEMATCHLINE70'
14'
12'
11'
2' PAVED
SHOUDLER
150' STORAGE100' DECEL
10'x70' NCDOT SIGHT
TRIANGLE
VARIABLE WIDTH PRIVATE
ENTRY SIGN EASEMENT
STOP SIGN (R1-1)
R40'
FENCE
365
360
W x W x W x
W x
Wx
Wx
Wx
Wx
Wx
Wx
W x
Wx
Wx
Wx
Wx
CG1
59,213 SQFT.
1.36 AC.
WCR WCR
SCHOOL10+0011+00L1425+00
26+00
27+00
28+00
29+00
30+00
30+35
20' TYPE "C"
BUFFER
FUTURE CURB &
GUTTER - NIC
FUTURE RIGHT OF WAY
EXISTING RIGHT OF WAY
500' APPROACH TAPER
LATERAL SHIFT, W=10'
DESIGN SPEED, S=50 mph
STREET LIGHT
STREET LIGHT
STREET LIGHT
10' ASPHALT
SIDE PATH
MATCHLINE150' STORAGE
125' STORAGE
50' FULL DECEL
100' TAPER
10'x70' NCDOT SIGHT
TRIANGLE
VARIABLE WIDTH PRIVATE
ENTRY SIGN EASEMENT
STOP SIGN (R1-1)
POINT OF INTERSECTION
NORRIS LAKE ROAD (STA:10+00)
OLD HONEYCUTT ROAD (STA: 25+85)
10'x70' NCDOT SIGHT
TRIANGLE
R40'R40'
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-10 OLD HONEYCUTT ROADWAY IMPROVEMENTS.DWGPLOTTED: 6/20/2018 3:44 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
OLD HONEYCUTT ROADWAY IMPROVEMENTSC-101" = 30'
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
SCALE:
1
C-10
STATION: 10+00-19+00
1" = 30'
OLD HONEYCUTT ROAD
SCALE:
2
C-10
STATION: 19+00-25+00
1" = 30'
OLD HONEYCUTT ROAD
SCALE:
2
C-10
STATION: 25+00-30+69
1" = 30'
OLD HONEYCUTT ROAD
T2 STOP BAR
KEY
T3 CROSSWALK LINE
(LONGITUDINAL)
DESCRIPTION SIZE COLOR & MATERIAL NCDOT STD.
24 INCH
24 INCH
WHITE, THERMOPLASTIC
WHITE, THERMOPLASTIC
1205.01
1205.07
T8 2'-6' TYPE MINI-SKIP 4 INCH WHITE, THERMOPLASTIC 1205.01
TA EDGE LINE 4 INCH WHITE, THERMOPLASTIC 1205.01
TC 10'-30' SKIP LINE 4 INCH WHITE, THERMOPLASTIC 1205.01
TD 3'-9' TYPE MINI-SKIP 4 INCH WHITE, THERMOPLASTIC 1205.01
TE SOLID LANE LINE 4 INCH WHITE, THERMOPLASTIC 1205.01
TI DOUBLE YELLOW LINE 4 INCH YELLOW, THERMOPLASTIC 1205.01
TO DIAGONAL LINE 8 INCH WHITE, THERMOPLASTIC 1205.09
TP DIAGONAL LINE (2:1 SLOPE)8 INCH YELLOW, THERMOPLASTIC
TQ CROSSWALK LINE (TRAVERSE)8 INCH WHITE, THERMOPLASTIC 1205.07
UA LEFT TURN ARROW STD.WHITE, THERMOPLASTIC 1205.01
UB RIGHT TURN ARROW STD.WHITE, THERMOPLASTIC 1205.08
UC STRAIGHT ARROW WHITE, THERMOPLASTIC
UD COMB. LEFT/RIGHT ARROW WHITE, THERMOPLASTIC
UE WHITE, THERMOPLASTIC
UF COMB. LEFT/RIGHT ARROW WHITE, THERMOPLASTIC
UI "SCHOOL" & 24" TRAVERSE BAND STD.WHITE, THERMOPLASTIC 1205.08 &
1205.10
COMB. RIGHT/STRAIGHT ARROW
STD.
STD.
STD.
STD.
1205.09
1205.08
1205.08
1205.08
1205.08
1.ALL PAVEMENT MARKINGS SHALL BE I.A.W. THE LATEST EDITIONS OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) STANDARDS & SPECIFICATIONS.
3.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4.ALL PAVEMENT MARKINGS SHALL BE DESIGNATED AS FOLLOWS PER NCDOT PAVEMENT MARKING
SYMBOLS.
PAVEMENT MARKING NOTES:
TF 10'-30' SKIP LINE 4 INCH YELLOW, THERMOPLASTIC 1205.01
TH SINGLE CENTER LINE 4 INCH YELLOW, THERMOPLASTIC 1205.01
TA
TP
T2
T2
TQ
TQ
UC
UAUB
TI
UI
UATI
TE
TD
THTF
UA
UI
THTF
UA
UATI
TETDTA
TPTI
SCHOOL PAVEMENT MARKING NOTE:
PAVEMENT MARKINGS FOR "SCHOOL" SHOWN FOR REFERENCE ONLY.
PAVEMENT MARKINGS NOT TO BE PROVIDED BY LAKEVIEW SUBDIVISION
UNLESS INCLUDED IN A DEVELOPERS AGREEMENT BETWEEN THE DEVELOPER
AND WAKE COUNTY PUBLIC SCHOOL SYSTEM.
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDSSxSSxSSxSSxSSxSSxSSxSSxSS x SSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
MH LOCATED
BY GIS
MH LOCATED
BY GIS
SIGN
W
T
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWx
Wx
Wx
W
x
Wx
Wx
W
xWWWWWWW
W
W W W W
WWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
WWWWWWWW
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS
SS
SS
SSSSSSSSSSWATUAGA LAKE DRIVEOLD HICKORY
LAKE PLACE WILBUR LAKE DRIVEBOONE LAKE WAYWILBUR LAKE DRIVENORRIS LAKE
ROAD
LAKE

B
A
R
K
E
L
Y

W
A
Y
110
103
111
104
112
105
106
107
108
109
101
58
85
83
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
1
102
79
84
94
82
90
78
92
95
87
91
93
80
89
86
99
100
96
59
56
55
63
47
51
50
60
64
49
65
53
57
62
48
52
97
98
46
21
41
33
22
23
34
42
43
24
25
44
26
45
38
39
19
32
20
40
28
27
30
31
73 70 6972
66
67
SCHOOLSCHOOL6' STREET TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
6' STREET TREE
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT
2
10' PUBLIC
UTILITY
EASEMENT
3
75
76
77
81
88
54
61
29
37
36
35
68
116
114
113
123
131
124
132
125
133
118
126
134
119
127
120
128
121
129
122
130
115
135
117
74
71
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10'
TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED
TO WCPSS
10'
TEMPORARY
CONSTRUCTION
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
6' STREET TREE
EASEMENT
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
SCM #1
SCM #2
SCM #3
PHASE
ONE
PHASE
THREE
PHASE
FOUR
PHASE LIN
E PHASE LINEPHASE LINEPHASE LINEPHASE LINEPHASE LINEPHASE
TWO
PHASE
FOUR
PHASE
ONE
WATER MAIN POINT OF
CONNECTION #2
12"x8" TS&V
WATER MAIN POINT OF
CONNECTION #1
12"x8" TS&V
SANITARY SEWER POINT
OF CONNECTION - TOFV
MH#12,700
SEWER MAIN STUB
TEST HYDRANT #1779
STATIC PRESSURE = 90 PSI
RESIDUAL PRESSURE = 80 PSI
EXISTING 12" WATER
MAIN
EXISTING 8" SANITARY
SEWER MAIN
FLOW HYDRANT #1783
FLOW = 1,474 GPM
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-11 OVERALL UTILITY LAYOUT.DWGPLOTTED: 6/20/2018 3:45 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
OVERALL UTILITY LAYOUT C-111" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF FUQUAY-VARINA
STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO ANY TOWN OWNED
INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR -
PUBLIC WATER SUPPLY.
5.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. WATER MAINS SHALL BE INSTALLED WITH TYPE 1
LAYING CONDITION PER TOWN OF FUQUAY-VARINA SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W.
AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR COUPLINGS IN THE RIGHT OF
WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE BRASS OR COMPRESSION TYPE. MINIMUM BURIAL DEPTH FOR
WATER SERVICES IS 24 INCHES.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250 DIP PUSH ON JOINTS I.A.W.
AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL.
8.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET
SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER TOWN OF FUQUAY-VARINA
STANDARDS.
11.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.
12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS.
13.ANY SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE IN MINI-MANHOLES. WATER METERS SHALL NOT BE
LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS.
14.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION AND ALONG OLD HONEYCUTT ROAD SHALL BE UNDERGROUND.
SCALE:
1
C-11
LIGHT POLE DETAIL
NTS
GROUND
POLE UTILITY PORT
CONCRETE
FOUNDATION PER DUKE
ENERGY
LIGHT FIXTURE
FIBERGLASS POLE25'MINIMUMNOTE:
STREET LIGHTS SHALL MEET TOWN OF FUQUAY-VARINA
STANDARDS. FIXTURE SHALL CONSIST OF 9,500 LUMEN
ENCLOSED SODIUM VAPOR LAMPS OR EQUIVALENT LED LAMP.
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
CG2
S3
COMMON GREEN
OPEN SPACE
19,064 SQFT.
0.44 AC.
SECONDARY
OPEN SPACE
150,983 SQFT.
3.47 AC.
SECONDARY
OPEN SPACE
9,172 SQFT.
0.21 AC.
158,086 SQFT.
3.63 AC.WTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD WTLDWTLD WTLDWTLDSSxSSxSSxSSxSSxSSxSS x
SSxSSxSSxSSxSSxSSxSS x
SS xSS xSSxMH LOCATED
BY GIS
MH LOCATED
BY GIS
WT
L
D
W
T
L
D
W
T
L
D
WTLDWTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD110
103
104
105
106
107
108
109
101102
79
94
82
90
78
92
95
87
91
93
80
89
86
99
96
63
60
64
65
62
97
98
73
66
67
13+0014+0015+0
0
16+00 16+91
13+0014+0015+0016+0017+0017+3312+0013+0014+0015+0016+0017+00XXXX
6' STREET
TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT 20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
20' EXISTING
PUBLIC UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
75
76
77
81
88
61
74
XX20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
WWWWWWWWWWW
W
W
WWWWWWWWWWWWWWWWWWWWWSS SS SSSS SS SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SSSS
SS
SS
SS
SS
SS
SS
SSSSSSSS88 LF 8" SDR35 PVC @ 4.15%
61 LF 8" SDR35 PVC @ 0.50%
133 LF 8" SDR35 PVC
@ 1.50%
196 LF 8" SDR35 PVC @ 3.06%
66 LF 8" C900 PVC
@ 0.50%
74 LF 8" C900 PVC @ 0.50%
71 LF 8" SDR35 PVC @ 0.56%
72 LF 8" SDR35 PVC @ 0.50%
75 LF 8" SDR35 PVC @ 0.50%
68 LF 8" SDR35 PVC @ 2.20%
76 LF 8" SDR35 PVC @ 4.30%232 LF 8" C900 PVC @ 3.17%
178 LF 8" DIP @ 1.55%
141 LF 8" C900 PVC @ 5
.
7
9
%
135 LF 8" C900 PVC @ 0.50%
148 LF 8" C900 PVC @ 0.50%
274 LF 8" C900 PVC @ 0.50%
SSMH#EX
RIM=331.63
INV IN=324.93
INV IN=325.13
INV OUT=324.73
SSMH#2
RIM=349.39
INV IN=337.15
INV OUT=336.95
SSMH#26
RIM=344.52
INV IN=332.65
INV OUT=332.45
SSMH#13
RIM=342.55
INV IN=332.15
INV IN=332.15
INV OUT=331.95
SSMH#14
RIM=345.50
INV IN=334.34
INV OUT=334.14
SSMH#15
RIM=351.52
INV IN=340.53
INV IN=340.53
INV OUT=340.33
SSMH#3
RIM=350.10
INV IN=337.68
INV OUT=337.48
SSMH#16
RIM=351.84
INV IN=341.13
INV OUT=340.93
SSMH#17
RIM=352.52
INV IN=341.69
INV OUT=341.49
SSMH#29
RIM=355.89
INV OUT=345.65
SSMH#30
RIM=357.67
INV OUT=351.00
SSMH#24
RIM=352.67
INV IN=342.22
INV OUT=342.02
SSMH#25
RIM=355.61
INV IN=345.70
INV OUT=345.50
SSMH#28
RIM=353.64
INV OUT=342.46
SSMH#11
RIM=345.50
INV IN=329.64
INV OUT=329.44
SSMH#12
RIM=346.00
INV IN=330.58
INV OUT=330.38
SSMH#27
RIM=352.69
INV OUT=340.00
SSMH#1
RIM=342.25
INV IN=328.77
INV IN=328.77
INV OUT=328.57
STORMWATER
CONTROL MEASURE
(SCM) #2
PROPOSED 6" C900
PVC WATER MAIN
PROPOSED 8" C900
PVC WATER MAIN
PROPOSED 8" C900
PVC WATER MAIN
FHA
FHA
FHA
FHA
8"x6" REDUCER
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
PROPOSED 8" C900
PVC WATER MAIN
WILBUR LAKE DRIVE
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVE
FHA
8" GV
8" GV
8" GV
8" GV
8" GV
PHASE
ONE
PHASE
THREE
PHASE LINESTORMWATER
CONTROL MEASURE
(SCM) #1
STORMWATER
CONTROL MEASURE
(SCM) #3
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
163 LF 8" SDR35 PVC @ 3.25%
EXISTING 8" SANITARY
SEWER MAIN
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-12 PARTIAL UTILITY LAYOUT I.DWGPLOTTED: 6/20/2018 3:46 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL UTILITY LAYOUT I C-121" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO ANY TOWN
OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY
NCDENR - PUBLIC WATER SUPPLY.
5.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.
WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING CONDITION PER TOWN OF FUQUAY-VARINA
SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR COUPLINGS IN THE
RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE BRASS OR COMPRESSION TYPE. MINIMUM
BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250 DIP PUSH ON
JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY
OR APPROVED EQUAL.
8.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO
MEET SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER TOWN OF
FUQUAY-VARINA STANDARDS.
11.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.
12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS.
13.ANY SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE IN MINI-MANHOLES. WATER METERS SHALL NOT
BE LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS.MATCHLINEREFER TO PARTIAL UTILITYLAYOUT IIMATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT III
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
S2
P1
SECONDARY
OPEN SPACE
5,913 SQFT.
0.14 AC.
S1
PRIMARY
OPEN SPACE
17,094 SQFT.
0.39 AC.
SECONDARY
OPEN SPACE
9,913 SQFT.
0.23 AC.
S4
SECONDARY
OPEN SPACE
9,172 SQFT.
0.21 AC.
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWWW
W
W
W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSS
SS
SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTREET LIGHT
PHASE
FOURPHASE LINEPHASE
THREE
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
FHA
8" GV
FHA
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
8"x6" REDUCER
FHA
8" GV
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
FHA
8" GV
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
PROPOSED 8" C900
PVC WATER MAIN
PROPOSED 8" C900
PVC WATER MAIN
FHA
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
BOONE LAKE WAY
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
18
17
16
15
14
13
12
11
10
9
8
7
6
5
55
63
47
51
50
60
64
49
65
53
62
48
52
46
21
41
22
23
42
43
24
25
44
26
45
38
39
19
20
40
28
27
73
70 6972
66
67
12+0013+0014+0015+0016+0016+8016+0017+00
18+00 19+00 20+00
21+0022+0023+0024+0025+00XXXX10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' PUBLIC
UTILITY
EASEMENT
54
61
29
37
36
68
74
71
20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT
6' STREET
TREE
EASEMENT
SSMH#34
RIM=365.70
INV IN=356.00
INV OUT=355.80
SSMH#35
RIM=367.46
INV OUT=357.00
SSMH#31
RIM=360.30
INV OUT=351.00
SSMH#16
RIM=351.84
INV IN=341.13
INV OUT=340.93
SSMH#17
RIM=352.52
INV IN=341.69
INV OUT=341.49
SSMH#18
RIM=353.22
INV IN=342.26
INV OUT=342.06
SSMH#20
RIM=357.46
INV IN=347.00
INV IN=347.00
INV OUT=346.80
SSMH#22
RIM=366.38
INV OUT=356.33
SSMH#21
RIM=355.92
INV OUT=347.96
SSMH#32
RIM=360.64
INV OUT=350.61
130 LF 8" SDR35 PVC @ 0.77%
71 LF 8" SDR35 PVC @ 0.56%
72 LF 8" SDR35 PVC
@ 0.50%
75 LF 8" SDR35 PVC
@ 0.50%
68 LF 8" SDR35 PVC
@ 0.50%
282 LF 8" SDR35 PVC @ 1.42%
331 LF 8" SDR35 PVC @ 2.82%
192 LF 8" SDR35 PVC @ 0.50%
381 LF 8" SDR35 PVC @ 2.05%
SSMH#19
RIM=353.86
INV IN=342.80
INV IN=342.80
INV OUT=342.60
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-13 PARTIAL UTILITY LAYOUT II.DWGPLOTTED: 6/20/2018 3:47 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL UTILITY LAYOUT II C-131" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO ANY TOWN
OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY
NCDENR - PUBLIC WATER SUPPLY.
5.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.
WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING CONDITION PER TOWN OF FUQUAY-VARINA
SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR COUPLINGS IN THE
RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE BRASS OR COMPRESSION TYPE. MINIMUM
BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250 DIP PUSH ON
JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY
OR APPROVED EQUAL.
8.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO
MEET SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER TOWN OF
FUQUAY-VARINA STANDARDS.
11.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.
12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS.
13.ANY SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE IN MINI-MANHOLES. WATER METERS SHALL NOT
BE LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS.
MATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT IVMATCHLINEREFER TO PARTIAL UTILITYLAYOUT I
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER SSxSSxSSxSSxSSxSSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
WWTLDWTLDWTLDWTLDWTLDWTLDCG2
COMMON GREEN
OPEN SPACE
19,064 SQFT.
0.44 AC.
110
111
112
109
58
85
83
84
82
87
86
99
100
59
56
55
60
57
6298
SCHOOL10+00
11+00
1
2
+
0
013+0010+0011+0012+0013+0014+0010+00
11+00
12+00
13+00
14+00
15+009+8810+0011+0012+0020' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT 20' TYPE 'C'
LANDSCAPE
BUFFER
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT 81
88
54
61
11+0
0
12+0
0
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
116
114
113
123
124
125
118
126
119
127
120
121
122
115
117XXXXXX 20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENTWWWWW
WWWWWWWWWW
W
W
W
W
W
W
W
W
W
WWWWW
W
W
WSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
STREET LIGHT
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
PROPOSED 8" C900
PVC WATER MAIN
FHA
8" GV
PHASE
ONE
PHASE
THREE
PHASE LINEPHASE
TWO
PROPOSED 8" C900
PVC WATER MAIN
STREET LIGHT
STREET LIGHT
FHA
8" GV
FHA
8" GV
RELOCATED
FHA
8" DIP CROSS
(4) 8" GV
12"x8" TAPPING
SLEEVE & VALVE
RIM=349.39
SSMH#3
RIM=350.10
INV IN=337.68
INV OUT=337.48
SSMH#4
RIM=350.91
INV IN=338.25
INV OUT=338.05
SSMH#5
RIM=351.65
INV IN=338.79
INV OUT=338.59
SSMH#6
RIM=351.45
INV IN=339.69
INV IN=339.69
INV OUT=339.49
SSMH#7
RIM=352.69
INV IN=341.24
INV IN=341.24
INV OUT=341.04
SSMH#29
RIM=355.89
INV OUT=345.65
SSMH#30
RIM=357.67
INV OUT=351.00
SSMH#28
RIM=353.64
INV OUT=342.46
66 LF 8" C900 PVC @ 0.50%
74 LF 8" C900 PVC @ 0.50%
68 LF 8" C900 PVC @ 0.50%
139 LF 8" C900 PVC @ 0.50%
270 LF 8" SDR35 PVC @ 0.50%
270 LF 8" SDR35 PVC @ 0.68%
63 LF 8" SDR35 PVC @ 0.50%
178 LF 8" DIP @ 1.55%
WATUAGA LAKE DRIVE
WILBUR LAKE DRIVE
LAKE BARKELY WAY
EXISTING FIRE HYDRANT
TO BE RELOCATED
PHASE LI
N
E
STORMWATER
CONTROL MEASURE
(SCM) #1
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
EXISTING 12"
WATER MAIN
76 LF 8" SDR35 PVC @ 5.13%
EXISTING FIRE
HYDRANT TO
BE RELOCATED
EXISTING FIRE
HYDRANT TO BE
RELOCATED
EXISTING 8"
SANITARY
SEWER MAIN
ADJUST EXISTING SSMH TO
NEW GRADE, FLUSH WITH
PROPOSED SIDEWALK.
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-14 PARTIAL UTILITY LAYOUT III.DWGPLOTTED: 6/20/2018 3:48 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL UTILITY LAYOUT III C-141" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS
SHALL BE TO TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING
CONNECTION TO ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER
EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY.
5.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. WATER MAINS SHALL BE
INSTALLED WITH TYPE 1 LAYING CONDITION PER TOWN OF FUQUAY-VARINA
SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO
JOINTS OR COUPLINGS IN THE RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED
COPPER TYPE BRASS OR COMPRESSION TYPE. MINIMUM BURIAL DEPTH FOR
WATER SERVICES IS 24 INCHES.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR
CLASS 250 DIP PUSH ON JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP
SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL.
8.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY
UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM
BALLS PER TOWN OF FUQUAY-VARINA STANDARDS.
11.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.
12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED
LANDSCAPED BUFFERS.
13.ANY SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE IN MINI-MANHOLES.
WATER METERS SHALL NOT BE LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS.
MATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT I
MATCHLINEREFER TO PARTIAL UTILITYLAYOUT IV
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
CG1
COMMON GREEN
OPEN SPACE
58,529 SQFT.
1.34 AC.
Wx
Wx
Wx
Wx
Wx
Wx
Wx
SIGN
Wx
Wx
Wx
Wx
Wx
Wx
W
x
W
x
Wx
W
x
Wx
6
5
4
1
56
55
57
33
34
32
28
30
31
SCHOOLSCHOOL10+0011+0012+0019+7
1
14+00
15+00
16+00
17+00
18+00
19+0
0
28+18 25+0026+0027+0028+0013+07
10+0011+0012+0013+0015' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
6' STREET TREE
EASEMENT
2
3
54
61
29
37
36
35
21+00
22+00
23+00
24+00
25+00
26+00
27+0
0
28+0
0
29+0
0
30+0
0
30+3
5
131
132
125
133
126
134
127
128
129
130
135
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED TO WCPSS
10' TEMPORARY
CONSTRUCTION
EASEMENTWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWSS
SS
SS
SS
SS
SS
SS
SS
SSSSSS SSSSSSSSSSSSSS
SSSSSSSSSS PHASE
FOUR
PHASE LINEPHASE
THREE
STREET LIGHT
FHA8" GV
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
PROPOSED 8" C900
PVC WATER MAIN
EXISTING FIRE HYDRANT
TO BE RELOCATED
12"x8" TAPPING
SLEEVE & VALVE
PHASE
TWO
PHASE LI
N
E
SSMH#8
RIM=352.63
INV IN=343.28
INV IN=343.28
INV OUT=343.08
SSMH#9
RIM=357.46
INV IN=345.98
INV IN=345.98
INV OUT=345.78
SSMH#10
RIM=359.71
INV OUT=350.00
SSMH#33
RIM=361.78
INV IN=351.76
INV OUT=351.56
SSMH#34
RIM=365.70
INV IN=356.00
INV OUT=355.80
SSMH#31
RIM=360.30
INV OUT=351.00
270 LF 8" SDR35 PVC @ 0.68%185 LF 8" SDR35 PVC @ 0.84%
57 LF 8" SDR35 PVC
@ 7.02%
133 LF 8" SDR35 PVC @ 4.20%
96 LF 8" SDR35 PVC @ 4.20%
130 LF 8" SDR35 PVC @ 0.77%
64 LF 8" SDR35 PVC @ 0.50%
EXISTING FIRE HYDRANT
TO BE RELOCATED
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
TEMPORARY BLOW
OFF VALVE ASSEMBLY
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
FHA
8" GV
FHA
8" GV
STREET LIGHT
STREET LIGHT
PROPOSED 8" C900
PVC WATER MAIN
PROPOSED 8" C900
PVC WATER MAIN
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
PHASE
ONE
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
PROPOSED 8" C900
PVC WATER MAIN
EXISTING 12"
WATER MAIN
88 LF 8" SDR35 PVC
@ 0.84%
SSMH#8A
RIM=354.91
INV IN=345.04
INV OUT=344.84
SSMH#31A
RIM=354.20
INV IN=343.80
INV OUT=343.60
177 LF 8" SDR35 PVC @ 4.06%
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-15 PARTIAL UTILITY LAYOUT IV.DWGPLOTTED: 6/20/2018 3:48 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL UTILITY LAYOUT IV C-151" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO ANY TOWN
OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY
NCDENR - PUBLIC WATER SUPPLY.
5.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.
WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING CONDITION PER TOWN OF FUQUAY-VARINA
SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR COUPLINGS IN THE
RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE BRASS OR COMPRESSION TYPE. MINIMUM
BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250 DIP PUSH ON
JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY
OR APPROVED EQUAL.
8.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO
MEET SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER TOWN OF
FUQUAY-VARINA STANDARDS.
11.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.
12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS.
13.ANY SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE IN MINI-MANHOLES. WATER METERS SHALL NOT
BE LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS.
MATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT II
MATCHLINEREFER TO PARTIAL UTILITYLAYOUT III
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDSSxSSxSSxSSxSSxSSxSSxSSxSS x SSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
MH LOCATED
BY GIS
MH LOCATED
BY GIS
SIGN
W
T
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD370370
365
360
355
350
365
360
37
0370365
3
6
0
3
5
5
350
355
360
355
350
345
340
350345340335330345335
Wx
Wx
Wx
W
x
Wx
Wx
W
x
WxWWWWWWW
W
W W W W
WWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
WWWWWWWW
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS
SS
SS
SSSSSSSSSSWATUAGA LAKE DRIVEOLD HICKORY
LAKE PLACE WILBUR LAKE DRIVEBOONE LAKE WAYWILBUR LAKE DRIVENORRIS LAKE
ROAD
LAKE

B
A
R
K
E
L
Y

W
A
Y
FLOW HYDRANT #1783
FLOW = 1,474 GPM3403353353403403353403353303353403403353
4
5
3
4
0
3
3
5
345345340345345
3
5
0
355
3
5
0
350
3
5
0
345
345
355
355
3
5
5
3
6
0
355 360365
360
360355
365
36
0
3503553603
4
0
3
3
5
36
5
36
0
345
350
350355350
350
345
345
35
0
34
5350340345 355355110
103
111
104
112
105
106
107
108
109
101
58
85
83
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
1
102
79
84
94
82
90
78
92
95
87
91
93
80
89
86
99
100
96
59
56
55
63
47
51
50
60
64
49
65
53
57
62
48
52
97
98
46
21
41
33
22
23
34
42
43
24
25
44
26
45
38
39
19
32
20
40
28
27
30
31
73 70 6972
66
67
SCHOOLSCHOOL6' STREET TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
6' STREET TREE
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT
2
10' PUBLIC
UTILITY
EASEMENT
3
75
76
77
81
88
54
61
29
37
36
35
68
116
114
113
123
131
124
132
125
133
118
126
134
119
127
120
128
121
129
122
130
115
135
117
74
71
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10'
TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED
TO WCPSS
10'
TEMPORARY
CONSTRUCTION
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
6' STREET TREE
EASEMENT
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
SCM #1
SCM #2
SCM #3
PHASE
ONE
PHASE
THREE
PHASE
FOUR
PHASE LIN
E PHASE LINEPHASE LINEPHASE LINEPHASE LINEPHASE LINEPHASE
TWO
PHASE
FOUR
PHASE
ONE
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32 SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
4.0%
SW=295.40
FG =295.32
400400
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-16 OVERALL GRADING AND DRAINAGE PLAN.DWGPLOTTED: 6/20/2018 3:49 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
OVERALL GRADING AND DRAINAGE PLAN C-161" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING
UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING
CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3.ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE
RIGHT OF WAY SHALL BE PRIVATE.
4.STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE WITH
LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
5.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM
DRAINAGE TO AVOID CONFLICTS.
6.RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM ELEVATION OF
MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM ELEVATION OF CATCH
BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI)
REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
7.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
8.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN
ISSUED BY WAKE COUNTY.
9.THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER THAN AS
SHOWN ON PLANS.
10.AVERAGE IMPERVIOUS SURFACE PER LOT IS 3,000 SF.
11.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED
EQUAL).
12.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
13.MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT
BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLE SHEET FOR STORM DRAINAGE INFORMATION.
GENERAL NOTES:
CG2
S3
COMMON GREEN
OPEN SPACE
19,064 SQFT.
0.44 AC.
SECONDARY
OPEN SPACE
150,983 SQFT.
3.47 AC.
SECONDARY
OPEN SPACE
9,172 SQFT.
0.21 AC.
158,086 SQFT.
3.63 AC.WTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD WTLDWTLD WTLDWTLDSSxSSxSSxSSxSSxSSxSS x
SSxSSxSSxSSxSSxSSxSS x
SS xSS xSSxMH LOCATED
BY GIS
MH LOCATED
BY GIS
WT
L
D
W
T
L
D
W
T
L
D
WTLDWTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD360
355
350
345
340335STORMWATER
CONTROL MEASURE
(SCM) #2
PHASE
ONE
PHASE
THREE
PHASE LINESTORMWATER
CONTROL MEASURE
(SCM) #3
340
335330335340340335 3
4
5
3
4
0
3
3
5
345345340345345
3
5
0
350
3
5
0
345
345
355
350340345355355126 LF 30" RCP @ 0.50%
98 LF 36" RCP @ 0.50%
35 LF 15" RCP @ 1.00%
36 LF 15" RCP @ 1.00%
43 LF 36" RCP @ 1.41%
90 LF 36" RCP @ 0.50%
81 LF 36" RCP @ 2.97%
109 LF 15" RCP @ 3.60%
27 LF 15" RCP @ 1.25%
19 LF 15" RCP @ 10.52%
138 LF 15" RCP @ 2.97%
26 LF 36" RCP @ 0.50%
59 LF 36" RCP @ 0.50%
27 LF 36" RCP @ 0.50%
42 LF 30" RCP @ 4.70%
27 LF 30" RCP @ 1.00%
102 LF 15" RCP @ 2.20%
27 LF 15" RCP @ 7.98%
103 LF 24" RCP @ 1.00%
22 LF 15" RCP
@ 11.52%
32 LF 15" RCP
@ 1.00%
146 LF 15" RCP @ 1.33%
67 LF 15" RCP @ 1.34%
104 LF 15" RCP @ 0.87%
26 LF 15" RCP @ 1.00%
94 LF 36" RCP @ 0.50%
27 LF 15" RCP @ 10.00%
110 LF 36" RCP @ 0.50%
16 LF 15" RCP @ 14.30%
68 LF 15" RCP @ 1.32%
37 LF 15" RCP @ 1.35%
WILBUR LAKE DRIVE
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVE
118 LF 15" RCP
@ 0.57%
36 LF 15" RCP @ 1.40%
STORMWATER
CONTROL MEASURE
(SCM) #1
110
103
104
105
106
107
108
109
101102
79
94
82
90
78
92
95
87
91
93
80
89
86
99
96
63
60
64
65
62
97
98
73
66
67
13+0014+0015+0
0
16+00 16+91
13+0014+0015+0016+0017+0017+3312+0013+0014+0015+0016+0017+00XXXX
6' STREET
TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT 20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
20' EXISTING
PUBLIC UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
75
76
77
81
88
61
74
XX20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
CB#239
CB#208
CB#238
CB#209
YI#249
CB#245
CB#244
YI#234
CB#205
CB#206
CB#203
CB#204
CB#202
YI#233
CB#201
FES#200
YI#315
CB#313
CB#314
CB#303
CB#302
CB#301
Concrete Flared End Section#300
YI#327
FES#326
YI#329
YI#258
CB#236
CB#235
CB#207
CB#237
YI#259
YI#260
FES#700
RS#701
YI#330
FES#800 RS#801
WWWWWWWWWWW
W
W
WWWWWWWWWWWWWWWWWWWWWSS SS SSSS SS SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SSSS
SS
SS
SS
SS
SS
SS
SSSSSSSSFLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32 SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
4.0%
SW=295.40
FG =295.32
400400
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-17 PARTIAL GRADING AND DRAINAGE PLAN I.DWGPLOTTED: 6/20/2018 3:50 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL GRADING AND DRAINAGE PLAN I C-171" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0MATCHLINEREFER TO PARTIAL UTILITYLAYOUT IIMATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT III
LEGEND:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING
UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING
CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3.ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE
RIGHT OF WAY SHALL BE PRIVATE.
4.STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE WITH
LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
5.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM
DRAINAGE TO AVOID CONFLICTS.
6.RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM ELEVATION OF
MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM ELEVATION OF CATCH
BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI)
REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
7.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
8.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN
ISSUED BY WAKE COUNTY.
9.THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER THAN AS
SHOWN ON PLANS.
10.AVERAGE IMPERVIOUS SURFACE PER LOT IS 3,000 SF.
11.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED
EQUAL).
12.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
13.MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT
BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLE SHEET FOR STORM DRAINAGE INFORMATION.
GENERAL NOTES:
S2
P1
SECONDARY
OPEN SPACE
5,913 SQFT.
0.14 AC.
S1
PRIMARY
OPEN SPACE
17,094 SQFT.
0.39 AC.
SECONDARY
OPEN SPACE
9,913 SQFT.
0.23 AC.
S4
SECONDARY
OPEN SPACE
9,172 SQFT.
0.21 AC.
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD370370
365
360
355
350
360
FHA
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
BOONE LAKE WAY
3
4
5
3
4
0
345355
3
5
5
3
6
0
36036
5
36
0
345
350
350355355YI#249
CB#251
CB#250
CB#311
CB#312
YI#324
YI#323
CB#325 (DBL)
CB#310
CB#318
CB#319
CB#309
CB#308
CB#321
CB#316CB#317
CB#307
CB#320
CB#305
CB#306
YI#315
CB#304
YI#322
CB#303
CB#302
Concrete Flared End Section#300
YI#327
YI#329
18
17
16
15
14
13
12
11
10
9
8
7
6
5
55
63
47
51
50
60
64
49
65
53
62
48
52
46
21
41
22
23
42
43
24
25
44
26
45
38
39
19
20
40
28
27
73
70 6972
66
67
12+0013+0014+0015+0016+0016+8016+0017+00
18+00 19+00 20+00
21+0022+0023+0024+0025+00XXXX10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' PUBLIC
UTILITY
EASEMENT
54
61
29
37
36
68
74
71
20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT
6' STREET
TREE
EASEMENT
PHASE
FOURPHASE LINEPHASE
THREE
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLYWWW
W
W
W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSS
SS
SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS27 LF 15" RCP @ 10.00%
102 LF 15" RCP @ 2.20%
103 LF 24" RCP @ 1.00%
102 LF 24" RCP @ 1.00%
48 LF 24" RCP @ 1.00%
27 LF 24" RCP @ 1.00%
48 LF 24" RCP @ 0.50%
88 LF 24" RCP @ 0.95%
88 LF 15" RCP @ 1.00%
47 LF 15" RCP @ 4.95%
217 LF 15" RCP @ 2.70%
27 LF 15" RCP @ 1.00%
22 LF 15" RCP @ 11.52%
126 LF 15" RCP @ 2.10%
27 LF 15" RCP @ 1.00%
141 LF 15" RCP @ 2.00%
27 LF 15" RCP @ 1.00%
27 LF 15" RCP @ 1.00%
27 LF 15" RCP
@ 1.00%
23 LF 18" RCP @ 4.63%
141 LF 18" RCP @ 1.78%
133 LF 15" RCP @ 1.88%
27 LF 15" RCP @ 1.00%
118 LF 15" RCP @ 0.57%
67 LF 15" RCP @ 1.34%
146 LF 15" RCP @ 1.33%
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32 SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
4.0%
SW=295.40
FG =295.32
400400
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-18 PARTIAL GRADING AND DRAINAGE PLAN II.DWGPLOTTED: 6/20/2018 3:51 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL GRADING AND DRAINAGE PLAN II C-181" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
MATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT IVMATCHLINEREFER TO PARTIAL UTILITYLAYOUT ILEGEND:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING
UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING
CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3.ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE
RIGHT OF WAY SHALL BE PRIVATE.
4.STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE WITH
LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
5.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM
DRAINAGE TO AVOID CONFLICTS.
6.RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM ELEVATION OF
MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM ELEVATION OF CATCH
BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI)
REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
7.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
8.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN
ISSUED BY WAKE COUNTY.
9.THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER THAN AS
SHOWN ON PLANS.
10.AVERAGE IMPERVIOUS SURFACE PER LOT IS 3,000 SF.
11.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED
EQUAL).
12.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
13.MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT
BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLE SHEET FOR STORM DRAINAGE INFORMATION.
GENERAL NOTES:
CG2
COMMON GREEN
OPEN SPACE
19,064 SQFT.
0.44 AC.SSxSSxSSxSSxSSxSSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
WWTLDWTLDWTLDWTLDWTLDWTLD360350345340335330345
WILBUR LAKE DRIVE
LAKE BARKELY WAY
EXISTING 12"
WATER MAIN340335335340340335 3
5
0
355
3
5
0
3
4
0
3
3
5
350
350
345
345
35
0
34
5350 355110
111
112
109
58
85
83
84
82
87
86
99
100
59
56
55
60
57
6298
SCHOOL10+00
11+00
1
2
+
0
013+0010+0011+0012+0013+0014+0010+00
11+00
12+00
13+00
14+00
15+009+8810+0011+0012+0020' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT 20' TYPE 'C'
LANDSCAPE
BUFFER
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT 81
88
54
61
11+0
0
12+0
0
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
116
114
113
123
124
125
118
126
119
127
120
121
122
115
117XXXXXX 20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
PHASE
ONE
PHASE
THREE
PHASE LINEPHASE
TWO
PHASE LI
N
E
STORMWATER
CONTROL MEASURE
(SCM) #1
31 LF 24" RCP @ 0.50%
87 LF 24" RCP @ 0.50%
27 LF 24" RCP @ 1.00%
18 LF 18" RCP @ 7.61%
90 LF 15" RCP @ 1.00%
95 LF 15" RCP @ 4.66%
27 LF 15" RCP @ 1.00%
364 LF 18" RCP @ 1.22%
186 LF 24" RCP
@ 0.50%
36 LF 15" RCP @ 2.81%
47 LF 30" RCP @ 0.50%
88 LF 30"
R
C
P

@

0
.
5
0
%
88 LF 30"
R
C
P

@

0
.
5
0
%
47 LF 30" RCP @ 0.50%
27 LF 30" RCP @ 0.50%
47 LF 30" RCP
@ 0.50%
88 LF 30" RCP @ 0.50%
88 LF 30" RCP
@ 0.50%
27 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.00%
18 LF 15" RCP @ 1.00%
123 LF 15" RCP @ 4.23%
27 LF 15" RCP @ 1.25%
18 LF 18" RCP
@ 7.77%
140 LF 18" RCP @ 1.93%
27 LF 15" RCP @ 1.00%
126 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.79%
36 LF 15" RCP @ 1.00%
47 LF 30" RCP @ 0.50%
106 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.75%
25 LF 18" RCP @ 1.00%
43 LF 15" RCP @ 0.50%
271 LF 15" RCP @ 0.50%
151 LF 15" RCP
@ 1.00%
194 LF 15" RCP @ 1.02%
170 LF 18" RCP @ 1.56%
49 LF 18" RCP @ 0.50%
CB#112
CB#113
CB#103
YI#107
YI#101
YI#106
FES#100
YI#105
YI#102
FES#600
RS#601
CB#245
CB#244
YI#249
YI#243
CB#218
CB#217
CB#216
CB#215
CB#213
CB#212
CB#219
CB#246
YI#248
CB#214
CB#242
CB#211
CB#241
CB#247
CB#220
CB#210
CB#240
CB#239
CB#209
YI#260
OFFSET CB#500
OFFSET CB#501
OFFSET CB#404
OFFSET CB#403
OFFSET CB#402
OFFSET CB#401
FES#400 WWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
WWWWW
W
W
WSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
CB#104
WATUAGA LAKE DRIVE
OLD
H
O
N
E
Y
C
U
T
T

R
O
A
D
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32 SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
4.0%
SW=295.40
FG =295.32
400400
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-19 PARTIAL GRADING AND DRAINAGE PLAN III.DWGPLOTTED: 6/20/2018 3:52 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL GRADING AND DRAINAGE PLAN III C-191" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
MATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT I
MATCHLINEREFER TO PARTIAL UTILITYLAYOUT IVLEGEND:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS
AT LEAST 48 HOURS IN ADVANCE.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE
TO TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3.ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM
DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE.
4.STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM
DRAINAGE WITH LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS
IV RCP.
5.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON
THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE
UTILITIES WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
6.RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE.
RIM ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE
COVER. RIM ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER, EDGE OF
PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI) REFERS TO THE TOP OF SLAB,
EDGE OF PAVEMENT ELEVATION.
7.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE
INDICATED.
8.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE
PERMIT HAS BEEN ISSUED BY WAKE COUNTY.
9.THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM
BUFFERS OTHER THAN AS SHOWN ON PLANS.
10.AVERAGE IMPERVIOUS SURFACE PER LOT IS 3,000 SF.
11.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N
OR APPROVED EQUAL).
12.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL
MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
13.MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLE SHEET FOR STORM DRAINAGE INFORMATION.
GENERAL NOTES:
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18", D50=6",
DMAX=9"
CG1
COMMON GREEN
OPEN SPACE
58,529 SQFT.
1.34 AC.
Wx
Wx
Wx
Wx
Wx
Wx
Wx
SIGN
365
360
37
0370365
3
6
0
3
5
5
350
355
360
Wx
Wx
Wx
Wx
Wx
Wx
W
x
W
x
Wx
W
x
Wx
355 360365
360
360355
365
36
0
3503553606
5
4
1
56
55
57
33
34
32
28
30
31
SCHOOLSCHOOL10+0011+0012+0019+7
1
14+00
15+00
16+00
17+00
18+00
19+0
0
28+18 25+0026+0027+0028+0013+07
10+0011+0012+0013+0015' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
6' STREET TREE
EASEMENT
2
3
54
61
29
37
36
35
21+00
22+00
23+00
24+00
25+00
26+00
27+0
0
28+0
0
29+0
0
30+0
0
30+3
5
131
132
125
133
126
134
127
128
129
130
135
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TEMPORARY
CONSTRUCTION
EASEMENT
GRANTED TO WCPSS
10' TEMPORARY
CONSTRUCTION
EASEMENT
PHASE
FOUR
PHASE LINEPHASE
THREE
PHASE
TWO
PHASE LI
N
E
PHASE
ONE
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLYWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWSS
SS
SS
SS
SS
SS
SS
SS
SSSSSS SSSSSSSSSSSSSS
SSSSSSSSSS CB#231
CB#232
CB#256
CB#255
CB#230
CB#257
CB#229
CB#250
CB#251
CB#228
CB#227
YI#254
CB#226
YI#249
CB#225
YI#253
CB#222
CB#223
CB#252
CB#224
CB#221
YI#248
CB#247
CB#220
CB#110
CB#111
YI#109
CB#108
YI#107
CB#506
CB#505
CB#504
OFFSET CB#503
OFFSET CB#502
88 LF 30"
R
C
P

@

0
.
5
0
%
88 LF 30" RCP @ 0.50%
47 LF 30" RCP
@ 0.50%
24 LF 24" RCP @ 0.50%
47 LF 24" RCP @ 0.50%
91 LF 24" RCP @ 1.00%
81 LF 18" RCP @ 2.31%
46 LF 18" RCP @ 2.82%
27 LF 15" RCP @ 0.60%
46 LF 15" RCP @ 0.50%
76 LF 15" RCP
@ 3.90%
46 LF 15" RCP @ 6.72%
32 LF 15" RCP @ 1.00%
18 LF 18" RCP @ 7.77%
140 LF 18" RCP @ 1.93%
124 LF 15" RCP @ 3.91%
27 LF 15" RCP @ 10.00%
18 LF 15" RCP @ 7.49%
146 LF 15" RCP @ 1.99%
119 LF 15" RCP @ 4.20%
27 LF 15" RCP @ 1.00%
27 LF 18" RCP @ 1.75%
25 LF 18" RCP @ 1.00%
55 LF 15" RCP @ 2.81%
168 LF 15" RCP @ 1.00%
135 LF 15" RCP @ 0.67%
90 LF 15" RCP @ 1.00%
135 LF 15" RCP @ 1.85%
219 LF 15" RCP @ 0.78%
142 LF 15" RCP @ 1.41%
236 LF 15" RCP @ 2.12%
206 LF 15" RCP @ 1.23%
271 LF 15" RCP @ 0.50%
27 LF 15" RCP @ 5.21%
OLD HONEYCUTT ROAD
NORRIS LAKE ROAD
LAKE BARKELY WAY
WILBUR LAKE DRIVE
BOONE LAKE WAY
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32 SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
4.0%
SW=295.40
FG =295.32
400400
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-20 PARTIAL GRADING AND DRAINAGE PLAN IV.DWGPLOTTED: 6/20/2018 3:53 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
PARTIAL GRADING AND DRAINAGE PLAN IV C-201" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
MATCHLINE
REFER TO PARTIAL UTILITY
LAYOUT II
MATCHLINEREFER TO PARTIAL UTILITYLAYOUT IIILEGEND:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING
UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING
CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
3.ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE
RIGHT OF WAY SHALL BE PRIVATE.
4.STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE WITH
LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP.
5.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM
DRAINAGE TO AVOID CONFLICTS.
6.RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE. RIM ELEVATION OF
MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. RIM ELEVATION OF CATCH
BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI)
REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
7.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
8.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN
ISSUED BY WAKE COUNTY.
9.THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER THAN AS
SHOWN ON PLANS.
10.AVERAGE IMPERVIOUS SURFACE PER LOT IS 3,000 SF.
11.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED
EQUAL).
12.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
13.MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT
BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLE SHEET FOR STORM DRAINAGE INFORMATION.
GENERAL NOTES:
SSxSSxSSxSSxSSxSSxSSxSSxSSxWx
Wx
Wx
Wx
Wx
WxWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WWWSSSSSSSS340335335340340335334333332331336338339341341339338337336334333332331336337338339333
334
335
336
3
5
0
3
3
5
35
0350110
111
112
109
LOT
6,787 SQFT.
0.16 AC.
LOT
5,795 SQFT.
0.13 AC.
LOT
5,795 SQFT.
0.13 AC.
6,954 SQFT.
0.16 AC.77.71'110.00'75.84
'47.56
'
110.00'
6
4
.
7
6
'40.61
'110.00'6
4
.
7
6
'
4
0
.
6
1
'110.00'72.93'13+0012+0
0
113
LOT
9,959 SQFT.
0.23 AC.XXXXXXXXXXXXX31 LF 24" RCP @ 0.50%
YI#101
FES#100
RS#601
36 LF 15" RCP @ 2.81%
FES#600
STORM DRAINAGE TABLE
INLET#
600
601
TYPE
FES
RS
RIM ELEV
(EOP)
336.52
339.00
INV IN
(FROM-SIZE)
335.00
(601-15")
INV OUT
(TO-SIZE)
336.00
(600-15")
N
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-21 STORMWATER CONTROL MEASURE PLAN & SECTIONS I.DWGPLOTTED: 6/20/2018 3:54 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SCALE:
1
C-21
WET POND - PLAN VIEW
1"=20'
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE.
3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
4.MAXIMUM SLOPE OF BASIN IS 3:1
5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR PER ASTM D-698.
6.CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN
3 FEET OF EITHER SIDE OF THE PRINCIPLE SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS
THAN 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT OR WITHIN 2%± IN ACCORDANCE WITH ASTM D698.
7.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED
DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEED 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION)
SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
8.FILL MATERIAL PLACED AT DENSITIES LOWER THAN MINIMUM SPECIFIED DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR
OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
9.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR
TO THE PLACEMENT OF THE NEXT SOIL LEVEL.
10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF THE CONTROLLED
FILL.
11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AND/OR UNSUITABLE SOILS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED
AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO
STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
12.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATIONS, FOUNDATION DEWATERING, AND ROCK FOUNDATION PREPARATION MAYBE REQUIRED AT
THE DISCRETION OF THE GEOTECHNICAL ENGINEER.
13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE
STRUCTURE.
14.EARTHWORK COMPACTION WITHIN 3-FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER
TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF PROPELLED ROLLERS.
15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
17.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2 TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE
AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED.
18.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE. BRICK/CONCRETE BLOCK AND MORTAR TYPE
STRUCTURES WILL NOT BE ACCEPTED.
19.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE ACHIEVED.
20.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL BE BOLTED TO ADJACENT SECTIONS
WITH STAINLESS STEEL STRAPS. STEEL STRAPS SHALL BE MINIMUM 4" WIDE, 1/4" THICK, STRAP CENTERED ON JOINT WITH MINIMUM 2" OVERLAP.
ATTACH STRAP TO BARREL SECTIONS WITH (2) 1/2" HEXBOLTS EMBEDDED IN STRUCTURE 3 INCHES. EPOXY BOLTS INTO STRUCTURE.
21.CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH SUFFICIENT ENOUGH SUCH THAT IT DOES NOT IMPEDED
THE GROWTH OF VEGETATION OR CAN BE PENETRATED BY ROOTS OF VEGETATION. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN/HR. CLAY
LINER SHALL BE INSTALLED UP TO PERMANENT POOL ELEVATION THROUGHOUT POND. ALTERNATIVE LINERS MAYBE ACCEPTABLE IF APPROVED BY
ENGINEER OF RECORD.
22.REFER TO L-02 FOR VEGETATED SHELF PLANTINGS. ALL AREAS NOT PLANTED SHALL BE STABILIZED WITH GRASS.
23.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER OR OWNER FOR CHAIN LINK FENCE PRIOR TO INSTALLATION.
SCALE:
5
C-21
EMERGENCY SPILLWAY DETAIL
N.T.S.
3,000 PSI CONCRETE
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
12" TYP
3" CLR
3" CLR
NOTES:
1.CONCRETE DESIGN & CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION
OF ACI SPECIFICATIONS. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITH #3
STIRRUPS AT 12" O.C.
2.CONTRACTOR SHALL FINISH ALL CONCRETE SURFACES WITH BROOM.
3.REINFORCING SHALL BE ASTM 615, GR 60. SPLICE LENGTHS SHALL BE CLASS B.
30'
CREST LENGTH
TOP OF DAM
ELEV = 341.00
SPILLWAY
ELEV = 340.00
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
BOTTOM
ELEV = 337.50
18"2:1ANIT-SEEP COLLAR. SEE
DETAIL THIS SHEET
ANTI-VORTEX TRASH RACK
ANCHORED TO RISER.
CONTRACTOR TO SUBMIT SHOP
DRAWINGS PRIOR TO
INSTALLATION. ANCHOR TO
CONCRETE RISER IN 4 LOCATIONS.
MANHOLE
STEPS, TYP
CREST = 339.00
INV = 336.00
BOTTOM = 334.00
12"
DRAW DOWN
ORIFICE
INV = 336.50
4"x4" PVC TEE
4" PLUG
SET TOP OF PVC PLUG AT
TEMPORARY POOL
DRILL 1.5" Ø
OPENING IN 4" PLUG
TOP OF
BERM = 341.00
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(1) 4" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 337.75
BOTTOM OF POND
ELEV = 331.00
PERMANENT POOL = 336.50
TEMPORARY POOL = 337.75
STANDARD
MANHOLE BASE
SCALE:
4
C-21
CONCRETE RISER DETAIL
N.T.S.
6"
48" DIAMETER
PRE-CAST
MANHOLE
24"24"
NOTES:
1. CONTRACTOR SHALL INSTALL FILTER DIAPHRAGM ON DAM
OUTLET PIPE.
2.COORDINATE WITH ENGINEER ON APPROVED MATERIALS AND
INSTALLATION TECHNIQUES PRIOR TO INSTALLATION.
FLOW
SCALE:
3
C-21
SAND DIAPHRAGM
N.T.S.
3'
3.75'3.75'
1.5 x DIA = 1.9'
3 x DIA =3.75'**
2' MIN.
**2' MIN. FROM TOP OF DAM
GOVERNS IF 3 x DIA. IS NOT
AVAILABLE.
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 337.00
P.POOL ELEV = 336.50
BOTTOM ELEV.= 336.00
TOP OF DAM
15" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
ELEV
341.00
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18", D50=6",
DMAX=9"
VARIABLE WIDTH SCM
ACCESS & MAINTENANCE
EASEMENT
10' WIDE
BERM
PERMANENT POOL ELEV = 336.50
WQV TEMPORARY POOL ELEV = 337.75
100 YEAR WSE = 340.27
25 YEAR WSE = 339.57
10 YEAR WSE = 339.16
2 YEAR WSE = 338.38
1 YEAR WSE = 338.07
MAIN PERMANENT POOL
FOREBAY
SEDIMENT STORAGE ELEV = 331.50
BOTTOM ELEV = 331.00
SCALE:
2
C-21
WET DETENTION BASIN - SECTION VIEW
1"=15' H / 1"=3' V
15'30'
SCALE IN FEET
7.5'15'
SCALE: 1 IN =15 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
3'SCALE:1"=3'VERTICAL
6' VEGETATED SHELF AT
6:1 MAX SLOPE.
PERMANENT POOL TO BE
CENTERED IN SHELF
PRECAST RISER STRUCTURE W/
TRASH RACK (IN BACKGROUND)
REFER TO DETAIL, THIS SHEET
EXISTING GROUND
1
2
3
1
SHAL
L
O
W

W
A
T
E
R
SHAL
L
O
W

L
A
N
D
C-
2
1
2
STORMWATER CONTROL MEASURE PLAN & SECTIONS IC-21AS SHOWN
20' SCM ACCESS
EASEMENT
RIP RAP EMERGENCY SPILLWAY
NCDOT CLASS "B" RIP RAP
CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO
DETAIL, THIS SHEET
3:1 SLOPE. ENSURE TOE OF
SLOPE IS OUTSIDE OF EXISTING
PUBLIC UTILITY EASEMENT
REFER TO NOTES FOR
EMBANKMENT
COMPACTION
CLAY LINER -
REFER TO NOTES
COMPACTED
SUBGRADE
SEDIMENT STORAGE
ELEV = 333.50
BOTTOM ELEV = 332.50
FOREBAY BERM
TOP ELEV = 337.50
FOREBAY WEIR
BOTTOM ELEV = 336.50
1
3
MAIN POND
PERMANENT POOL = 336.50
TEMPORARY POOL = 337.75
TOP SEDIMENT ELEV = 331.50
BOTT.SEDIMENT ELEV = 331.00
FOREBAY
TOP SEDIMENT ELEV = 333.00
BOTT SEDIMENT ELEV = 332.50
DECORATIVE
SCM FENCE
CLASS "B" RIP-RAP LINED
FOREBAY WEIR
FOREBAY BERM = 337.50
FOREBAY WEIR = 336.50
PROPERTY BOUNDARY
15" GASKETTED O-RINGRCP OUTLET PIPE
2
1
EMERGENCY SPILLWAY (IN
BACKGROUND) REFER TO
DETAIL, THIS SHEET
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18", D50=6",
DMAX=9"
SSxSSxSSxSSxSSWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD103
104
101102
LOT
6,210 SQFT.
0.14 AC.
LOT
5,900 SQFT.
0.14 AC.
LOT
5,924 SQFT.
0.14 AC.
LOT
5,732 SQFT.
0.13 AC.110.00'30.24'32.61'29.92'110.00'65.93'110.00
'
66.20'
1
1
0
.
0
0
'66.20'SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
340
335330335340340
338
339
337
336
333
331
329 330
332
333
332
331339338
337336335334338336337339334
345
FES#700
37 LF 15" RCP @ 1.35%
RS#701
FES#200
STORM DRAINAGE TABLE
INLET#
700
701
TYPE
FES
RS
RIM ELEV
(EOP)
334.52
338.50
INV IN
(FROM-SIZE)
333.00
(701-15")
INV OUT
(TO-SIZE)
333.50
(700-15")
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-22 STORMWATER CONTROL MEASURE PLAN & SECTIONS II.DWGPLOTTED: 6/20/2018 3:55 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SCALE:
1
C-22
WET POND - PLAN VIEW
1"=20'
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF FUQUAY VARINA STANDARDS AND SPECIFICATIONS.
2.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE.
3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
4.MAXIMUM SLOPE OF BASIN IS 3:1
5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR PER ASTM D-698.
6.CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3
FEET OF EITHER SIDE OF THE PRINCIPLE SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN
95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT OR WITHIN 2%± IN ACCORDANCE WITH ASTM D698.
7.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY.
SOILS WITH ORGANIC MATTER CONTENT EXCEED 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE
REMOVED FROM THE FILL PRIOR TO COMPACTION.
8.FILL MATERIAL PLACED AT DENSITIES LOWER THAN MINIMUM SPECIFIED DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR
OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
9.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO
THE PLACEMENT OF THE NEXT SOIL LEVEL.
10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF THE CONTROLLED FILL.
11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AND/OR UNSUITABLE SOILS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE
DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY
PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
12.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATIONS, FOUNDATION DEWATERING, AND ROCK FOUNDATION PREPARATION MAYBE REQUIRED AT THE
DISCRETION OF THE GEOTECHNICAL ENGINEER.
13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURE.
14.EARTHWORK COMPACTION WITHIN 3-FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER
TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF PROPELLED ROLLERS.
15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
17.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2 TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND
THE AREA SEEDED AND MULCHED OR HYDROSEEDED.
18.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE. BRICK/CONCRETE BLOCK AND MORTAR TYPE
STRUCTURES WILL NOT BE ACCEPTED.
19.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE ACHIEVED.
20.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL BE BOLTED TO ADJACENT SECTIONS
WITH STAINLESS STEEL STRAPS. STEEL STRAPS SHALL BE MINIMUM 4" WIDE, 1/4" THICK, STRAP CENTERED ON JOINT WITH MINIMUM 2" OVERLAP. ATTACH
STRAP TO BARREL SECTIONS WITH (2) 1/2" HEXBOLTS EMBEDDED IN STRUCTURE 3 INCHES. EPOXY BOLTS INTO STRUCTURE.
21.CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH SUFFICIENT ENOUGH SUCH THAT IT DOES NOT IMPEDED THE
GROWTH OF VEGETATION OR CAN BE PENETRATED BY ROOTS OF VEGETATION. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN/HR. CLAY LINER SHALL
BE INSTALLED UP TO PERMANENT POOL ELEVATION THROUGHOUT POND. ALTERNATIVE LINERS MAYBE ACCEPTABLE IF APPROVED BY ENGINEER OF RECORD.
22.REFER TO L-02 FOR VEGETATED SHELF PLANTINGS. ALL AREAS NOT PLANTED SHALL BE STABILIZED WITH GRASS.
23.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER OR OWNER FOR CHAIN LINK FENCE PRIOR TO INSTALLATION.
SCALE:
4
C-22
EMERGENCY SPILLWAY DETAIL
N.T.S.
3,000 PSI
CONCRETE
NO.3 STIRRUPS @ 12" O.C.NO.5 REBAR @ 12" O.C.
12" TYP
3" CLR
3" CLR
NOTES:
1.CONCRETE DESIGN & CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION
OF ACI SPECIFICATIONS. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITH #3
STIRRUPS AT 12" O.C.
2.CONTRACTOR SHALL FINISH ALL CONCRETE SURFACES WITH BROOM.
3.REINFORCING SHALL BE ASTM 615, GR 60. SPLICE LENGTHS SHALL BE CLASS B.
50'
CREST LENGTH
TOP OF DAM
ELEV = 340.00
SPILLWAY
ELEV = 339.00
NO.3 STIRRUPS
@ 12" O.C.
NO.5 REBAR
@ 12" O.C.
BOTTOM
ELEV = 336.50
18"2:115" GASKETTED O-RING
RCP OUTLET PIPE
ANTI-VORTEX TRASH RACK
ANCHORED TO RISER.
CONTRACTOR TO SUBMIT SHOP
DRAWINGS PRIOR TO
INSTALLATION. ANCHOR TO
CONCRETE RISER IN 4 LOCATIONS.
MANHOLE
STEPS, TYP
CREST = 338.50
INV = 333.50
BOTTOM = 331.00
12"
DRAW DOWN
ORIFICE
INV = 334.00
4"x4" PVC TEE
4" PLUG
SET TOP OF PVC PLUG AT
TEMPORARY POOL
DRILL 2.5" Ø
OPENING IN 4" PLUG
TOP OF
BERM = 340.00
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(2) 4" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 335.75
BOTTOM OF POND
ELEV = 329.00
PERMANENT POOL = 334.00
TEMPORARY POOL = 335.75
STANDARD
MANHOLE BASE
SCALE:
5
C-22
CONCRETE RISER DETAIL
N.T.S.
6"
48" DIAMETER
PRE-CAST
MANHOLE
24"24"
NOTES:
1. CONTRACTOR SHALL INSTALL FILTER DIAPHRAGM ON DAM
OUTLET PIPE.
2.COORDINATE WITH ENGINEER ON APPROVED MATERIALS AND
INSTALLATION TECHNIQUES PRIOR TO INSTALLATION.
FLOW
SCALE:
3
C-22
SAND DIAPHRAGM
N.T.S.
3'
3.75'3.75'
1.5 x DIA = 1.9'
3 x DIA =3.75'**
2' MIN.
**2' MIN. FROM TOP OF DAM
GOVERNS IF 3 x DIA. IS NOT
AVAILABLE.
TOP OF DAM
15" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
ELEV
340.00
4" PERFORATED
PVC WRAPPED
IN FABRIC TO
DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC
TO DAYLIGHT
10' WIDE
BERM
PERMANENT POOL ELEV = 334.00
WQV TEMPORARY POOL ELEV = 335.75
100 YEAR WSE = 339.64
25 YEAR WSE = 339.10
10 YEAR WSE = 338.65
2 YEAR WSE = 337.03
1 YEAR WSE = 336.44
MAIN PERMANENT POOL
FOREBAY
SEDIMENT STORAGE ELEV = 331.00
BOTTOM ELEV = 330.50
SCALE:
2
C-22
WET DETENTION BASIN - SECTION VIEW
1"=15' H / 1"=3' V
15'30'
SCALE IN FEET
7.5'15'
SCALE: 1 IN =15 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
3'SCALE:1"=3'VERTICAL
6' VEGETATED SHELF AT
6:1 MAX SLOPE.
PERMANENT POOL TO BE
CENTERED IN SHELF
PRECAST RISER STRUCTURE W/
TRASH RACK-REFER TO DETAIL,
THIS SHEET
EXISTING GROUND
3
1 2
1
STORMWATER CONTROL MEASURE PLAN & SECTIONS IIC-22AS SHOWN
REFER TO NOTES
FOR EMBANKMENT
COMPACTION
SAND DIAPHRAGM-REFER
TO DETAIL, THIS SHEET
15" RCP @ 0.50%
(O-RING JOINTS ASTM C443)
RIP-RAP OUTLET
PROTECTION
CLAY LINER -
REFER TO NOTESCOMPACTED
SUBGRADE
FOREBAY BERM
TOP ELEV = 335.00
FOREBAY WEIR
BOTTOM ELEV = 334.00
3
1
1
3
N
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 334.50
P.POOL ELEV = 334.00
BOTTOM ELEV.= 333.50
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18", D50=6",
DMAX=9"
VARIABLE WIDTH SCM
ACCESS & MAINTENANCE
EASEMENT
SHALL
O
W
W
A
T
E
R
SHALL
O
W
L
A
N
DC-22230' SCM ACCESS
EASEMENT
RIP RAP EMERGENCY SPILLWAY
NCDOT CLASS "B" RIP RAP
CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO
DETAIL, THIS SHEET
3:1 SLOPE. ENSURE TOE OF
SLOPE IS OUTSIDE OF EXISTING
WETLANDS
CLASS "B" RIP-RAP LINED
FOREBAY WEIR
FOREBAY BERM = 335.00
FOREBAY WEIR = 334.00
SHALLOW WATERSHALLOW LANDMAIN POND
PERMANENT POOL = 334.00
TEMPORARY POOL = 335.75
TOP SEDIMENT ELEV = 329.50
BOTT.SEDIMENT ELEV = 329.00
FOREBAY
TOP SEDIMENT ELEV = 331.00
BOTT. SEDIMENT ELEV = 330.50
3:1 SLOPE. ENSURE TOE OF
SLOPE IS OUTSIDE OF EXISTING
WETLANDS
3:1 SLOPE. BEGIN SLOPE IS
OUTSIDE OF EXISTING PUBLIC
UTILITY EASEMENT
2
1
1
3
EMERGENCY SPILLWAY (IN
BACKGROUND). REFER TO
DETAIL THIS SHEET
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'II' RIP RAP
L=30', W1=9', W2=11', D=36",
D50=14", DMAX=23"
WT
L
D
WT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLDWTLDWTLDWTLDWTLDW
T
L
D
W
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD4,965 SQFT.
73
LOT
9,600 SQFT.
0.22 AC.
2
2
5
.
1
2
'
85.16'73.87'185.03
'
41.73'
22.3
2
'36.13'16+00XXXXXXXXXC5LOT
151.
9
8
'74.38'74
LOT
11,888 SQFT.
0.27 AC.WWW
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSSSS
SS
SS
3
4
5
3
4
0
3
3
5
345345340345345
3
4
4
3
4
3
3
4
2
3
3
8
3
3
7
3
3
6
3
3
9
3
4
1
3
3
8
3
3
9
3
4
0
3
3
9
3
4
0
3
4
1
3
4
2
3
4
3
3
4
4
3
4
5
3
4
6
42 LF 30" RCP @ 4.70%
CB#301
Concrete Flared End Section#300
YI#330FES#326
118 LF 15"

R
C
P

@

0
.
5
7
%
FES#800
36 LF 15" RCP @ 1.40%
RS#801
STORM DRAINAGE TABLE
INLET#
800
801
TYPE
FES
RS
RIM ELEV
(EOP)
341.52
344.00
INV IN
(FROM-SIZE)
340.00
(801-15")
INV OUT
(TO-SIZE)
340.50
(800-15")
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-23 STORMWATER CONTROL MEASURE PLAN & SECTIONS III.DWGPLOTTED: 6/20/2018 3:56 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SCALE:
1
C-23
WET POND - PLAN VIEW
1"=20'
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE.
3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
4.MAXIMUM SLOPE OF BASIN IS 3:1
5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR PER ASTM D-698.
6.CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN
3 FEET OF EITHER SIDE OF THE PRINCIPLE SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS
THAN 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT OR WITHIN 2%± IN ACCORDANCE WITH ASTM D698.
7.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED
DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEED 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION)
SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
8.FILL MATERIAL PLACED AT DENSITIES LOWER THAN MINIMUM SPECIFIED DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR
OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
9.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR
TO THE PLACEMENT OF THE NEXT SOIL LEVEL.
10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF THE CONTROLLED
FILL.
11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AND/OR UNSUITABLE SOILS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED
AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO
STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
12.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATIONS, FOUNDATION DEWATERING, AND ROCK FOUNDATION PREPARATION MAYBE REQUIRED AT
THE DISCRETION OF THE GEOTECHNICAL ENGINEER.
13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE
STRUCTURE.
14.EARTHWORK COMPACTION WITHIN 3-FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER
TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF PROPELLED ROLLERS.
15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
17.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2 TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE
AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED.
18.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE. BRICK/CONCRETE BLOCK AND MORTAR TYPE
STRUCTURES WILL NOT BE ACCEPTED.
19.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE ACHIEVED.
20.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL BE BOLTED TO ADJACENT SECTIONS
WITH STAINLESS STEEL STRAPS. STEEL STRAPS SHALL BE MINIMUM 4" WIDE, 1/4" THICK, STRAP CENTERED ON JOINT WITH MINIMUM 2" OVERLAP.
ATTACH STRAP TO BARREL SECTIONS WITH (2) 1/2" HEXBOLTS EMBEDDED IN STRUCTURE 3 INCHES. EPOXY BOLTS INTO STRUCTURE.
21.CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH SUFFICIENT ENOUGH SUCH THAT IT DOES NOT IMPEDED
THE GROWTH OF VEGETATION OR CAN BE PENETRATED BY ROOTS OF VEGETATION. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN/HR. CLAY
LINER SHALL BE INSTALLED UP TO PERMANENT POOL ELEVATION THROUGHOUT POND. ALTERNATIVE LINERS MAYBE ACCEPTABLE IF APPROVED BY
ENGINEER OF RECORD.
22.REFER TO L-02 FOR VEGETATED SHELF PLANTINGS. ALL AREAS NOT PLANTED SHALL BE STABILIZED WITH GRASS.
23.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER OR OWNER FOR CHAIN LINK FENCE PRIOR TO INSTALLATION.
SCALE:
5
C-23
EMERGENCY SPILLWAY DETAIL
N.T.S.
3,000 PSI CONCRETE
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
12" TYP
3" CLR
3" CLR
NOTES:
1.CONCRETE DESIGN & CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION
OF ACI SPECIFICATIONS. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITH #3
STIRRUPS AT 12" O.C.
2.CONTRACTOR SHALL FINISH ALL CONCRETE SURFACES WITH BROOM.
3.REINFORCING SHALL BE ASTM 615, GR 60. SPLICE LENGTHS SHALL BE CLASS B.
30'
CREST LENGTH
TOP OF DAM
ELEV = 341.00
SPILLWAY
ELEV = 340.00
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
BOTTOM
ELEV = 337.50
18"2:115" GASKETTED O-RING
RCP OUTLET PIPE
ANTI-VORTEX TRASH RACK
ANCHORED TO RISER.
CONTRACTOR TO SUBMIT SHOP
DRAWINGS PRIOR TO
INSTALLATION. ANCHOR TO
CONCRETE RISER IN 4 LOCATIONS.
MANHOLE
STEPS, TYP
CREST = 344.00
INV = 340.50
BOTTOM = 338.50
12"
DRAW DOWN
ORIFICE
INV = 341.00
4"x4" PVC TEE
4" PLUG
SET TOP OF PVC PLUG AT
TEMPORARY POOL
DRILL 2" Ø OPENING
IN 4" PLUG
TOP OF
BERM = 346.00
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(2) 4" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 342.75
BOTTOM OF POND
ELEV = 335.00
PERMANENT POOL = 341.00
TEMPORARY POOL = 342.75
STANDARD
MANHOLE BASE
SCALE:
4
C-23
CONCRETE RISER DETAIL
N.T.S.
6"
48" DIAMETER
PRE-CAST
MANHOLE
24"24"
NOTES:
1. CONTRACTOR SHALL INSTALL FILTER DIAPHRAGM ON DAM
OUTLET PIPE.
2.COORDINATE WITH ENGINEER ON APPROVED MATERIALS AND
INSTALLATION TECHNIQUES PRIOR TO INSTALLATION.
FLOW
SCALE:
3
C-23
SAND DIAPHRAGM
N.T.S.
3'
3.75'3.75'
1.5 x DIA = 1.9'
3 x DIA =3.75'**
2' MIN.
**2' MIN. FROM TOP OF DAM
GOVERNS IF 3 x DIA. IS NOT
AVALIABLE.
TOP OF DAM
15" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
SCALE:
2
C-23
WET DETENTION BASIN - SECTION VIEW
1"=15' H / 1"=3' V
15'30'
SCALE IN FEET
7.5'15'
SCALE: 1 IN =15 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
3'SCALE:1"=3'VERTICAL
STORMWATER CONTROL MEASURE PLAN & SECTIONS IIIC-23AS SHOWN
N
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 341.50
P.POOL ELEV = 341.00
BOTTOM ELEV.= 340.50RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18", D50=6",
DMAX=9"
VARIABLE WIDTH SCM
ACCESS & MAINTENANCE
EASEMENT SHAL
LOW
WATERSHAL
LOW

LANDC-23230' SCM ACCESS
EASEMENT
RIP RAP EMERGENCY SPILLWAY
NCDOT CLASS "B" RIP RAP
CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO
DETAIL, THIS SHEET
3:1 SLOPE. ENSURE TOE
OF SLOPE IS OUTSIDE OF
EXISTING WETLANDS
MAIN POND
PERMANENT POOL = 341.00
TEMPORARY POOL = 342.75
TOP SEDIMENT ELEV = 335.50
SEDIMENT ELEV = 335.00
FOREBAY
TOP SEDIMENT ELEV = 338.00
BOTT SEDIMENT ELEV = 337.50
RETAINING WALL
WITH FENCE
CLASS "B" RIP-RAP LINED
FOREBAY WEIR
FOREBAY BERM = 342.00
FOREBAY WEIR = 341.00
FOREBAY
TOP SEDIMENT ELEV = 339.50
BOTT SEDIMENT ELEV = 339.00
CLASS "B" RIP-RAP LINED
FOREBAY WEIR
FOREBAY BERM = 342.00
FOREBAY WEIR = 341.00
ELEV
346.00
10' WIDE
BERM
PERMANENT POOL ELEV = 341.00
WQV TEMPORARY POOL ELEV = 342.75
100 YEAR WSE = 345.64
25 YEAR WSE = 345.35
10 YEAR WSE = 344.91
2 YEAR WSE = 343.98
1 YEAR WSE = 343.43
MAIN PERMANENT POOL
FOREBAY
SEDIMENT STORAGE ELEV = 335.50
BOTTOM ELEV = 335.00
6' VEGETATED SHELF AT
6:1 MAX SLOPE.
PERMANENT POOL TO BE
CENTERED IN SHELF
PRECAST RISER STRUCTURE W/
TRASH RACK (IN BACKGROUND)
REFER TO DETAIL, THIS SHEET
EXISTING GROUND
1
2
3
1
REFER TO NOTES FOR
EMBANKMENT
COMPACTION
CLAY LINER -
REFER TO NOTES
COMPACTED
SUBGRADE
SEDIMENT STORAGE
ELEV = 338.00
BOTTOM ELEV = 337.50
FOREBAY BERM
TOP ELEV = 342.00
FOREBAY WEIR
BOTTOM ELEV = 341.00
1
3
2
1
EMERGENCY SPILLWAY (IN
BACKGROUND) REFER TO
DETAIL, THIS SHEET
ANIT-SEEP COLLAR. SEE
DETAIL THIS SHEET
FOREBAY BERM
TOP ELEV = 342.00
FOREBAY WEIR
BOTTOM ELEV = 341.00
3
11
3
SEDIMENT STORAGE
ELEV = 339.50
BOTTOM ELEV = 339.00
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'I' RIP RAP
L=40', W1=16', W2=20', D=24",
D50=10", DMAX=17"
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18", D50=6",
DMAX=9"
STORM DRAINAGE TABLE
INLET#
100
101
102
103
104
105
106
107
108
109
110
111
112
113
TYPE
FES
YI
YI
CB
CB
YI
YI
YI
CB
YI
CB
CB
CB
CB
ROADWAY
NONE.
NONE.
NONE.
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
NONE.
NONE.
NONE.
NONE.
NONE.
NORRIS LAKE ROAD
NORRIS LAKE ROAD
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
RIM ELEV
(EOP)
338.74
343.50
347.35
346.55
346.55
346.75
349.50
350.20
351.70
354.20
359.82
357.75
350.45
350.45
INV IN
(FROM-SIZE)
336.41
(101-24")
336.66
(102-24")
337.20
(103-24")
338.23
(104-24")
338.60
(105-18")
338.60
(112-15")
340.05
(106-18")
344.60
(107-15")
345.60
(108-15")
346.60
(109-15")
349.20
(110-15")
349.15
(111-15")
343.14
(113-15")
INV OUT
(TO-SIZE)
336.56
(100-24")
337.10
(101-24")
338.13
(102-24")
338.50
(103-24")
339.95
(104-18")
344.50
(105-18")
345.50
(106-15")
346.50
(107-15")
349.10
(108-15")
350.88
(109-15")
350.70
(110-15")
343.04
(104-15")
343.41
(112-15")
STORM DRAINAGE TABLE
INLET#
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
TYPE
FES
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
ROADWAY
NONE.
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
LAKE BARKELY WAY
LAKE BARKELY WAY
LAKE BARKELY WAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LAKE BARKELY WAY
LAKE BARKELY WAY
RIM ELEV
(EOP)
337.42
341.71
344.53
347.17
347.17
350.02
350.02
350.30
348.52
349.57
351.40
351.50
352.03
352.03
351.53
352.53
352.93
353.28
353.28
352.01
351.46
INV IN
(FROM-SIZE)
334.00
(201-36")
334.70
(202-36")
335.25
(203-36")
337.00
(258-15")
339.50
(235-15")
337.75
(204-36")
337.98
(205-36")
338.38
(206-36")
338.61
(207-36")
339.18
(208-36")
340.43
(237-15")
339.83
(209-36")
341.08
(238-15")
341.25
(259-15")
341.57
(239-15")
340.42
(210-30")
341.90
(240-15")
341.15
(211-30")
341.78
(212-30")
342.53
(241-15")
342.12
(213-30")
342.35
(214-30")
342.69
(215-30")
342.69
(242-15")
343.23
(216-30")
343.23
(243-15")
343.77
(217-30")
344.11
(218-30")
344.34
(219-30")
344.34
(244-15")
344.68
(220-30")
344.68
(246-15")
345.22
(221-30")
345.22
(248-18")
345.22
(247-18")
INV OUT
(TO-SIZE)
334.60
(200-36")
335.15
(201-36")
337.65
(202-36")
337.88
(203-36")
338.28
(204-36")
338.51
(205-36")
339.08
(206-36")
339.73
(207-36")
340.32
(208-36")
341.05
(209-30")
341.68
(210-30")
342.02
(211-30")
342.25
(212-30")
342.59
(213-30")
343.13
(214-30")
343.67
(215-30")
344.01
(216-30")
344.24
(217-30")
344.58
(218-30")
345.12
(219-30")
STORM DRAINAGE TABLE
INLET#
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
TYPE
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
YI
YI
CB
CB
CB
CB
CB
CB
CB
ROADWAY
LAKE BARKELY WAY
BOONE LAKE WAY
BOONE LAKE WAY
LAKE BARKELY WAY
LAKE BARKELY WAY
LAKE BARKELY WAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LAKE BARKELY WAY
LAKE BARKELY WAY
NORRIS LAKE ROAD
NORRIS LAKE ROAD
NONE.
NONE.
WATUAGA LAKE DRIVE
WATUAGA LAKE DRIVE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
OLD HICKORY LAKE PLACE
RIM ELEV
(EOP)
352.02
353.68
353.68
353.15
354.26
355.66
358.21
358.21
358.81
362.02
365.40
365.25
345.00
349.20
351.09
351.09
350.30
348.70
349.74
351.40
351.50
INV IN
(FROM-SIZE)
345.76
(222-30")
346.10
(223-24")
346.32
(224-24")
346.32
(250-15")
346.66
(225-24")
346.66
(252-18")
347.67
(226-18")
347.67
(253-15")
349.64
(227-18")
351.03
(228-15")
351.03
(255-15")
351.29
(229-15")
351.62
(230-15")
351.62
(257-15")
354.68
(231-15")
357.90
(232-15")
340.10
(234-15")
343.32
(236-15")
INV OUT
(TO-SIZE)
345.66
(220-30")
346.00
(221-30")
346.22
(222-24")
346.56
(223-24")
347.57
(224-24")
349.54
(225-18")
350.93
(226-18")
351.19
(227-15")
351.52
(228-15")
354.58
(229-15")
357.80
(230-15")
358.22
(231-15")
340.00
(258-15")
344.20
(233-15")
343.42
(203-15")
343.58
(235-15")
343.08
(207-15")
341.43
(208-15")
341.93
(209-15")
342.37
(210-15")
342.99
(211-15")
STORM DRAINAGE TABLE
INLET#
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
TYPE
CB
YI
CB
CB
CB
CB
YI
YI
CB
CB
CB
YI
YI
CB
CB
CB
YI
YI
YI
ROADWAY
LAKE BARKELY WAY
NONE.
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LAKE BARKELY WAY
LAKE BARKELY WAY
NONE.
NONE.
BOONE LAKE WAY
BOONE LAKE WAY
LAKE BARKELY WAY
NONE.
NONE.
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
LAKE BARKELY WAY
NONE.
NONE.
NONE.
RIM ELEV
(EOP)
351.53
354.17
356.81
356.81
352.01
351.46
351.60
354.35
358.45
358.45
353.15
354.00
356.90
363.31
363.33
358.81
344.00
348.60
348.60
INV IN
(FROM-SIZE)
349.63
(245-15")
346.70
(249-18")
351.28
(251-15")
349.10
(254-15")
356.12
(256-15")
339.10
(233-15")
343.70
(260-15")
INV OUT
(TO-SIZE)
342.96
(214-15")
343.41
(215-15")
349.53
(218-15")
349.96
(244-15")
344.95
(219-15")
345.47
(220-18")
346.60
(220-18")
349.40
(248-18")
351.18
(223-15")
353.93
(250-15")
347.13
(224-18")
349.00
(225-15")
352.00
(253-15")
356.02
(227-15")
356.39
(255-15")
353.00
(229-15")
339.00
(202-15")
343.60
(208-15")
344.60
(259-15")
STORM DRAINAGE TABLE
INLET#
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
TYPE
FES
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
YI
CB
CB
CB
CB
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
BOONE LAKE WAY
BOONE LAKE WAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
NONE.
BOONE LAKE WAY
BOONE LAKE WAY
BOONE LAKE WAY
BOONE LAKE WAY
RIM ELEV
(EOP)
343.88
351.35
351.35
352.30
353.34
354.26
354.26
354.25
355.10
356.32
358.46
364.55
364.55
353.39
353.39
352.75
356.78
356.78
359.59
359.59
INV IN
(FROM-SIZE)
341.00
(301-30")
343.09
(302-30")
343.80
(313-15")
343.46
(303-24")
344.21
(328-15")
344.59
(304-24")
345.71
(305-24")
346.29
(306-24")
346.66
(307-24")
346.66
(316-15")
347.00
(308-24")
347.00
(320-15")
347.94
(309-15")
347.94
(321-15")
347.94
(322-18")
348.92
(310-15")
351.36
(311-15")
351.36
(325 (DBL)-15")
357.32
(312-15")
346.15
(314-15")
347.85
(329-15")
349.41
(317-15")
349.41
(318-15")
352.33
(319-15")
INV OUT
(TO-SIZE)
342.99
(300-30")
343.36
(301-30")
344.49
(302-24")
345.61
(303-24")
346.19
(304-24")
346.56
(305-24")
346.90
(306-24")
347.84
(307-24")
348.82
(308-15")
351.26
(309-15")
357.22
(310-15")
357.59
(311-15")
346.05
(302-15")
348.27
(313-15")
347.75
(328-15")
349.31
(306-15")
349.68
(316-15")
352.23
(316-15")
352.60
(318-15")
STORM DRAINAGE TABLE
INLET#
320
321
322
323
324
325 (DBL)
326
327
328
329
330
TYPE
CB
CB
YI
YI
YI
CB
FES
YI
YI
YI
YI
ROADWAY
WILBUR LAKE DRIVE
WILBUR LAKE DRIVE
NONE.
NONE.
NONE.
WILBUR LAKE DRIVE
NONE.
NONE.
WILBUR LAKE DRIVE
NONE.
NONE.
RIM ELEV
(EOP)
354.25
355.10
353.75
356.55
359.20
358.63
342.52
347.10
351.75
354.80
345.75
INV IN
(FROM-SIZE)
349.10
(323-18")
351.70
(324-15")
341.00
(330-15")
346.85
(315-15")
341.42
(327-15")
INV OUT
(TO-SIZE)
347.27
(307-15")
348.21
(308-15")
349.00
(308-18")
351.60
(322-18")
354.20
(323-15")
351.63
(310-15")
342.10
(330-15")
346.75
(302-15")
349.80
(315-15")
341.32
(326-15")
STORM DRAINAGE TABLE
INLET#
400
401
402
403
404
TYPE
FES
OFFSET CB
OFFSET CB
OFFSET CB
OFFSET CB
ROADWAY
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
RIM ELEV
(EOP)
332.29
335.17
339.58
343.89
344.87
INV IN
(FROM-SIZE)
330.50
(401-18")
330.85
(402-18")
333.60
(403-15")
335.69
(404-15")
INV OUT
(TO-SIZE)
330.75
(400-18")
333.50
(401-18")
335.59
(402-15")
337.20
(403-15")
STORM DRAINAGE TABLE
INLET#
500
501
502
503
504
505
506
TYPE
OFFSET CB
OFFSET CB
OFFSET CB
OFFSET CB
CB
CB
CB
ROADWAY
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
OLD HONEYCUTT ROAD
RIM ELEV
(EOP)
344.27
344.48
347.58
352.24
357.64
360.80
362.28
INV IN
(FROM-SIZE)
341.00
(502-15")
341.00
(500-15")
342.46
(503-15")
345.10
(504-15")
350.20
(505-15")
352.30
(506-15")
INV OUT
(TO-SIZE)
341.22
(501-15")
342.36
(501-15")
345.00
(502-15")
350.10
(503-15")
352.20
(504-15")
354.00
(505-15")
STORM DRAINAGE TABLE
INLET#
600
601
TYPE
FES
RS
RIM ELEV
(EOP)
336.52
339.00
INV IN
(FROM-SIZE)
335.00
(601-15")
INV OUT
(TO-SIZE)
336.00
(600-15")
STORM DRAINAGE TABLE
INLET#
700
701
TYPE
FES
RS
RIM ELEV
(EOP)
334.52
338.50
INV IN
(FROM-SIZE)
333.00
(701-15")
INV OUT
(TO-SIZE)
333.50
(700-15")
STORM DRAINAGE TABLE
INLET#
800
801
TYPE
FES
RS
RIM ELEV
(EOP)
341.52
344.00
INV IN
(FROM-SIZE)
340.00
(801-15")
INV OUT
(TO-SIZE)
340.50
(800-15")
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-24 DESIGN TABLES.DWGPLOTTED: 6/20/2018 4:28 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
DESIGN TABLES C-24N.T.S
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTERWxWxWx119+7119+0013+07
10+00 11+00 12+00
13+00
PC:11+61
PT:12+6
7
2 325+0026+00135 WWWW W W W
W57 LF 8" SDR35 PVCNORRIS LAKE ROAD
LAKE BARKELY WAY
12"x8" TAPPING
SLEEVE & VALVE
EXISTING 12"
WATER MAIN
PROPOSED 8" C900
PVC WATER MAIN 8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
TEMPORARY BLOW
OFF VALVE ASSEMBLY
CB#232
32 LF 15" RCP @ 1.00%CB#231
46 LF 15" RCP @ 6.72%
CB#230
CB#111
55 LF 15" RCP @ 2.81%
CB#110
CB#504
236 LF 15" RCP @ 2.12%
FHA
8" GV
20' TYPE 'C' LANDSCAPE BUFFER
20' PRIVATE DRAINAGE EASEMENT 6' STREET TREE EASEMENT
20' TYPE 'C' LANDSCAPE BUFFER
15' TYPE 'B' LANDSCAPE BUFFER
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
OLD HONEYCUTT ROAD
340
345
350
355
360
365
370
375
380
340
345
350
355
360
365
370
375
380
4.79%
2.00%PVI: 10+00ELEV: 355.83PVI: 13+06.88ELEV: 369.149+75()10+00(355.70)355.8310+50(359.08)356.8311+00(361.02)359.2311+50(363.10)361.6212+00(365.25)364.0212+50(366.53)366.4113+00(368.75)368.8113+50()13+75()CB#111STA: 10+78.54TOP: 357.75INV OUT: 350.70 (110)CB#232STA: 12+35.09TOP: 365.25INV OUT: 358.22 (231)NORRIS LAKE ROAD STA: 11+90.68
LAKE BARKELY WAY STA: 19+70.59
ELEV: 363.57
8" TEE CONNECTION TO
LAKE BARKELY WAY
(2) 8" GV
12"x8" TS&V CONNECTION TO
EXISTING 12" WATER MAIN
(1) 8" GV
PROPOSED 8" C900
PVC WATER MAIN
2" BOA
8" GV
EXISTING GROUND
FINISHED GRADE
48" MIN, TYP
18" MIN
CLEARANCE
236 LF 15" RCP
@ 2.12%
SEE ROADWAY WIDENING
SHEETS FOR ADDITIONAL
WORK ON OLD HONEYCUTT RD.
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-25 NORRIS LAKE ROAD PLAN AND PROFILE.DWGPLOTTED: 6/20/2018 3:58 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
NORRIS LAKE ROAD PLAN AND PROFILE C-251" = 40'N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-25
STATION 10+00-13+07
1" = 40'
NORRIS LAKE ROAD PLAN VIEW
SCALE:
2
C-25
STATION 10+00-13+07
H - 1" = 40' V - 1" = 4'
NORRIS LAKE ROAD PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
5885
83
84
86 59 56
57
10+00
12+0013+0010+00 11+00 12+00 13+00 14+00 15+00
9+8810+0011+00WWWWWWWWW W W W W W W W W W W WW
SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS
WATUAGA LAKE DRIVE
LAKE BARKELY WAY
WILBUR LAKE DRIVE
SSMH#29A
SSMH#7
SSMH#6
270 LF 8" SDR35 PVC @ 0.50%270 LF 8" SDR35 PVC
@ 0.68%
63 LF 8" SDR35 PVC @ 0.50%
178 LF 8" DIP @ 1.55%76 LF 8" SDR35 PVC @ 5.13%
YI#243
CB#218
CB#217
CB#216CB#215
CB#213
CB#212
CB#221
CB#219
CB#246
YI#248
CB#214
CB#242
CB#247
CB#220
47 LF 30" RCP @ 0.50%
88 LF 30" RCP
@ 0.50%
88 LF 30" RCP @ 0.50%
47 LF 30" RCP @ 0.50%
27 LF 30" RCP @ 0.50%
47 LF 30" RCP @ 0.50%
88 LF 30" RCP
@ 0.50%
88 LF 30" RCP
@ 0.50%
47 LF 30" RCP
@ 0.50%
27 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.00%
18 LF 15" RCP
@ 1.00%
123 LF 15" RCP @ 4.23%
18 LF 18" RCP
@ 7.77%
140 LF 18" RCP @ 1.93%
27 LF 15" RCP @ 1.00%
25 LF 18" RCP @ 1.00%
PROPOSED 8" C900
PVC WATER MAIN
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
FHA FHA
8" GV 8" GV
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
6' STREET TREE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
20' PRIVATE STORM
DRAIN EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAIN EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAIN EASEMENT
20' PRIVATE STORM
DRAIN EASEMENT
330
335
340
345
350
355
360
365
370
330
335
340
345
350
355
360
365
370
9+75()10+00(353.58)353.5810+50(353.38)353.3811+00(353.30)353.3011+50(353.06)353.0612+00(353.08)353.0812+50(352.99)352.9913+00(352.87)352.8713+50(352.99)352.9914+00(353.07)353.0714+50(352.91)352.9115+00(352.46)352.4615+20(352.08)352.08270 LF 8" SDR35 PVC @ 0.50%STA: 12+64TOP: 352.69INV IN: 341.24INV IN: 341.24INV OUT: 341.0474' DIA.270 LF 8" SDR35 PVC @ 0.68%
47 LF 30" RCP @ 0.50%CB#219STA: 13+16.64TOP: 352.01INV IN: 344.68 (220)INV IN: 344.68 (246)INV OUT: 344.58 (218)88 LF 30" RCP @ 0.50%
47 LF 30" RCP @ 0.50%CB#213STA: 12+59.55TOP: 352.03INV IN: 342.35 (214)INV OUT: 342.25 (212)88 LF 30" RCP @ 0.50%CB#215STA: 11+35TOP: 352.53INV IN: 343.23 (216)INV IN: 343.23 (243)INV OUT: 343.13 (214)88 LF 30" RCP @ 0.50%CB#216STA: 12+23.35TOP: 352.93INV IN: 343.77 (217)INV OUT: 343.67 (215)47 LF 30" RCP @ 0.50%CB#217STA: 10+46.66TOP: 353.28INV IN: 344.11 (218)INV OUT: 344.01 (216)27 LF 30" RCP @ 0.50%CB#218STA: 10+46.66TOP: 353.28INV IN: 344.34 (219)INV IN: 344.34 (244)INV OUT: 344.24 (217)CB#220STA: 14+05TOP: 351.46INV IN: 345.22 (221)INV IN: 345.22 (248)INV IN: 345.22 (247)INV OUT: 345.12 (219)88 LF 30" RCP @ 0.50%CB#221STA: 14+93.17TOP: 352.02INV IN: 345.76 (222)INV OUT: 345.66 (220)47 LF 30" RCP @ 0.50%CB#214STA: 10+46.71TOP: 351.53INV IN: 342.69 (215)INV IN: 342.69 (242)INV OUT: 342.59 (213)27 LF 30" RCP @ 0.50%
HIGH PT STA: 12+01.28
HIGH PT ELEV: 353.23
PVI STA: 12+00.00
PVI ELEV: 353.50
K: 45.47
LVC: 100.00
PVC: 11+50.00ELEV: 352.94PVT: 12+50.00ELEV: 352.96LOW PT STA: 14+05.10
LOW PT ELEV: 351.70
PVI STA: 14+10.00
PVI ELEV: 351.25
K: 70.10
LVC: 160.00
PVC: 13+30.00ELEV: 352.11PVT: 14+90.00ELEV: 352.222.00%
1.13%
1.07%PVI: 10+00ELEV: 351.62LAKE BARKELY WAY STA: 12+70.00
WILBUR LAKE DRIVE STA: 10+00
ELEV: 352.75
48" MIN, TYP 30" MIN, TYP
24" MIN
CLEARANCE
18" MIN
CLEARANCE
EXISTING GROUND
FINISHED GRADE
8" DIP WATER MAIN FROM
STA: 13+20 - 15+96, SEE
ADJACENT PROFILE FOR
CONTINUATION.
8" CROSS CONNECTION TO
OLD HICKORY LAKE PLACE
AND WATUAGA LAKE DRIVE
(1) 8" GV
FHA
8" GV
8" TEE CONNECTION TO
WILBUR LAKE DRIVE
(2) 8" GV FHA
8" GV
PROPOSED 8" C900
PVC WATER MAIN
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-26 LAKE BARKELY WAY PLAN AND PROFILE I.DWGPLOTTED: 6/20/2018 3:59 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
LAKE BARKELY WAY PLAN AND PROFILE I C-261" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-26
STATION 10+00-15+00
1" = 40'
LAKE BARKELY WAY PLAN VIEW
SCALE:
2
C-26
STATION 10+00-15+00
H - 1" = 40' V - 1" = 4'
LAKE BARKELY WAY PROFILE VIEW
8" DIP CROSS
(4) 8" GV
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTERWWWWWWWWWWWWWW
W
W
W
W
WWWSS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSS 1
56
57 33
34
32
31
10+0011+0019+71
14+00 15+00 16+00 17+00
18+00
19+00
PC:17+39
PT:18+40
28+18 27+0028+00PT:27+0613+07
12+0013+00PC:11+61PT:12+672
LAKE BARKELY WAY
BOONE LAKE WAY WILBUR LAKE DRIVE
NORRIS LAKE ROAD
SSMH#10
SSMH#9
SSMH#8A
SSMH#31A
SSMH#8
270 LF 8" SDR35 PVC @ 0.68%
185 LF 8" SDR35 PVC
@ 0.84%
57 LF 8" SDR35 PVC
@ 7.02%
133 LF 8" SDR35 PVC @ 4.20%
64 LF 8" SDR35 PVC
@ 0.50%88 LF 8" SDR35 PVC
@ 0.84%177 LF 8" SDR35 PVC @ 4.06%CB#231
CB#232
CB#230
CB#257
CB#229
CB#228CB#227
CB#226
CB#225
YI#253
CB#222
CB#223
CB#252
CB#224
CB#221YI#248
CB#247
CB#220 88 LF 30" RCP @ 0.50%
47 LF 30" RCP @ 0.50%
24 LF 24" RCP
@ 0.50%
47 LF 24" RCP @ 0.50%
91 LF 24" RCP
@ 1.00%
81 LF 18" RCP @ 2.31%
46 LF 18" RCP @ 2.82%
27 LF 15" RCP @ 0.60%
46 LF 15" RCP @ 0.50%
76 LF 15" RCP @ 3.90%
46 LF 15" RCP
@ 6.72%
32 LF 15" RCP @ 1.00%
18 LF 18" RCP
@ 7.77%18 LF 15" RCP @ 7.49%
27 LF 18" RCP
@ 1.75%
27 LF 15" RCP @ 5.21%
25 LF 18" RCP
@ 1.00%
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
FHA
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
TEMPORARY BLOW
OFF VALVE ASSEMBLY
8" GV
FHA
8" GV
FHA
8" GV
PROPOSED 8" C900
PVC WATER MAIN
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
20' PRIVATE STORM
DRAIN EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
20' PRIVATE STORM
DRAIN EASEMENT
8"x8"x8" DIP TEE w/ T.B.
(3) 8" GV
3/4" WATER METER
& SERVICE, TYP.
4" SANITARY SEWER
C/O & SERVICE, TYP.
6' STREET TREE EASEMENT
8"x8"x8" DIP
TEE w/ T.B.
(3) 8" GV
330
335
340
345
350
355
360
365
370
375
330
335
340
345
350
355
360
365
370
375
14+80(352.70)352.7015+00(352.46)352.4615+50(351.59)351.5916+00(350.74)350.7416+50(350.19)350.1917+00(352.46)352.4617+50(357.55)357.5518+00(359.53)359.5318+50(361.58)361.5819+00(362.96)362.9619+50(364.30)364.3020+00()20+25()CB#221STA: 14+93.17TOP: 352.02INV IN: 345.76 (222)INV OUT: 345.66 (220)47 LF 30" RCP @ 0.50%CB#222STA: 10+46.78TOP: 353.68INV IN: 346.10 (223)INV OUT: 346.00 (221)24 LF 24" RCP @ 0.50%CB#223STA: 10+46.78TOP: 353.68INV IN: 346.32 (224)INV IN: 346.32 (250)INV OUT: 346.22 (222)47 LF 24" RCP @ 0.50%CB#224STA: 15+86.80TOP: 353.15INV IN: 346.66 (225)INV IN: 346.66 (252)INV OUT: 346.56 (223)91 LF 24" RCP @ 1.00%CB#225STA: 16+78.09TOP: 354.26INV IN: 347.67 (226)INV IN: 347.67 (253)INV OUT: 347.57 (224)81 LF 18"
R
C
P

@

2
.
3
1
%CB#226STA: 17+58.47TOP: 355.66INV IN: 349.64 (227)INV OUT: 349.54 (225)46 LF 18" RCP @ 2.82%CB#227STA: 27+61.49TOP: 358.21INV IN: 351.03 (228)INV IN: 351.03 (255)INV OUT: 350.93 (226)27 LF 15" RCP
@ 0.60%CB#228STA: 27+61.49TOP: 358.21INV IN: 351.29 (229)INV OUT: 351.19 (227)46 LF 15" RCP
@ 0.50%CB#229STA: 18+45.23TOP: 358.81INV IN: 351.62 (230)INV IN: 351.62 (257)INV OUT: 351.52 (228)76 LF 1
5
"
R
C
P
@
3.
9
0
%CB#230STA: 19+21.19TOP: 362.02INV IN: 354.68 (231)INV OUT: 354.58 (229)47 LF 15" RCP @ 6.72%CB#231STA: 12+35.09TOP: 365.40INV IN: 357.90 (232)INV OUT: 357.80 (230)STA: 15+34TOP: 352.63INV IN: 343.28INV IN: 343.28INV OUT: 343.0884' DIA.185 LF 8" SDR35 PVC @
0
.
8
4
%STA: 18+07.84TOP: 357.46INV IN: 345.98INV IN: 345.98INV OUT: 345.7894' DIA.57 LF 8" SDR35 PVC @ 7.02%STA: 18+65.48TOP: 359.71INV OUT: 350.00104' DIA.88 LF 8" SDR35 PVC @ 0.
8
4
%STA: 17+19.10TOP: 354.91INV IN: 345.04INV OUT: 344.848A4' DIA.PVT: 14+90.00ELEV: 352.22LOW PT STA: 17+02.32
LOW PT ELEV: 354.79
PVI STA: 17+52.32
PVI ELEV: 355.40
K: 36.81
LVC: 100.00
PVC: 17+02.32ELEV: 354.79PVT: 18+02.32ELEV: 357.36PVI: 19+50ELEV: 363.16PVI: 19+70.59ELEV: 363.571.21%
3.93%
2.00%
LAKE BARKELY WAY STA: 15+40.00
BOONE LAKE WAY STA: 10+00
ELEV: 352.82
LAKE BARKELY WAY (2) STA: 18+01.76
BENTON MILL STA: 10+00
ELEV: 357.34
EXISTING GROUND
FINISHED GRADE
48" MIN, TYP
18" MIN
CLEARANCE
24" MIN
CLEARANCE
8" TEE CONNECTION
TO BOONE LAKE WAY
(2) 8" GV
FHA
8" GV
8" TEE CONNECTION TO
WILBUR LAKE DRIVE
(2) 8" GV
FHA
8" GV
8" TEE CONNECTION TO
NORRIS LAKE ROAD
(1) 8" GV
PROPOSED 8" C900
PVC WATER MAIN
8" DIP WATER MAIN FROM
STA: 13+20 - 15+96, SEE
ADJACENT PROFILE FOR
CONTINUATION.
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-27 LAKE BARKELY WAY PLAN AND PROFILE II.DWGPLOTTED: 6/20/2018 4:00 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
LAKE BARKELY WAY PLAN AND PROFILE II C-271" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-27
STATION 15+00-19+71
1" = 40'
LAKE BARKELY WAY PLAN VIEW
SCALE:
2
C-27
STATION 15+00-19+71
H - 1" = 40' V - 1" = 4'
LAKE BARKELY WAY PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
325
330
335
340
345
350
355
360
365
370
325
330
335
340
345
350
355
360
365
370
3.60
%
2.77%
5.01%
1.39%PVI: 10+00ELEV: 345.13PVI: 17+32.76ELEV: 343.25HIGH PT STA: 13+86.78
HIGH PT ELEV: 353.75
PVI STA: 14+20.00
PVI ELEV: 354.50
K: 30.08
LVC: 150.00
PVC: 13+45.00ELEV: 353.46PVT: 14+95.00ELEV: 351.80HIGH PT STA: 12+10.00
HIGH PT ELEV: 351.58
PVI STA: 11+50.00
PVI ELEV: 350.75
K: 33.17
LVC: 120.00
PVC: 10+90.00ELEV: 347.75PVT: 12+10.00ELEV: 351.589+75()10+00(345.00)345.0010+50(349.20)349.2011+00(350.44)350.4411+50(351.94)351.9412+00(353.25)353.2512+50(354.27)354.2713+00(355.12)355.1213+50(355.58)355.5814+00(356.06)356.0614+50(355.56)355.5615+00(354.15)354.1515+50(352.56)352.5616+00(349.22)349.2216+50(346.42)346.4217+00(343.66)343.6617+50()17+75()STA: 12+06.87TOP: 351.45INV IN: 339.69INV IN: 339.69INV OUT: 339.4964' DIA.178 LF 8" DIP
@

1
.
5
5
%STA: 13+85.64TOP: 353.64INV OUT: 342.46284' DIA.STA: 14+61.82TOP: 352.69INV OUT: 340.00275' DIA.232 L
F

8
"

C
9
0
0

P
V
C

@

3
.
1
7
%STA: 16+93.82TOP: 344.52INV IN: 332.65INV OUT: 332.45265' DIA.CB#104STA: 10+70.89TOP: 346.55INV IN: 338.60 (105)INV IN: 338.60 (112)INV OUT: 338.50 (103)95 LF
1
5"
R
C
P
@
4.
6
6
%CB#112STA: 11+66.26TOP: 350.45INV IN: 343.14 (113)INV OUT: 343.04 (104)CB#242STA: 10+46.71TOP: 351.53INV OUT: 342.96 (214)27 LF 15" RCP @ 1.00%CB#214STA: 10+46.71TOP: 351.53INV IN: 342.69 (215)INV IN: 342.69 (242)INV OUT: 342.59 (213)47 LF 30" RCP @ 0.50%CB#213STA: 12+59.55TOP: 352.03INV IN: 342.35 (214)INV OUT: 342.25 (212)CB#203STA: 16+16.98TOP: 347.17INV IN: 339.50 (235)INV IN: 337.75 (204)INV OUT: 337.65 (202)81 LF
3
6
"

R
C
P

@

2
.
9
7
%CB#202STA: 16+97.85TOP: 344.53INV IN: 335.25 (203)INV IN: 337.00 (258)INV OUT: 335.15 (201)CB#235STA: 15+08.18TOP: 351.09INV IN: 343.32 (236)INV OUT: 343.42 (203)109 L
F

1
5
"

R
C
P

@

3
.
6
0
%
WATUAGA LAKE DRIVE STA: 12+12.87
LAKE BARKELY WAY STA: 10+00
OLD HICKORY LAKE PLACE: 10+00
ELEV: 351.62
WATUAGA LAKE DRIVE STA: 15+54.72
OLD HICKORY LAKE PLACE STA: 16+91.23
ELEV: 349.65
12"x8" TS&V CONNECTION TO
EXISTING 12" WATER MAIN
(1) 8" GV
8" CROSS CONNECTION TO
OLD HICKORY LAKE PLACE
AND LAKE BARKELY WAY
(2) 8" GV
8" TEE CONNECTION TO
OLD HICKORY LAKE PLACE
(2) 8" GV
CONTINUE TO FHA
IN CUL-DE-SAC
48" MIN, TYP
18" MIN
CLEARANCE
24" MIN
CLEARANCE
PROPOSED 8" C900
PVC WATER MAIN
EXISTING GROUND
FINISHED GRADE
151 LF 15" RCP
@ 1.00%SPECIAL BEDDING,
REFER TO DETAIL 4/ D-05
SEE ROADWAY WIDENING
SHEETS FOR ADDITIONAL
WORK ON OLD HONEYCUTT RD.WxWxWxWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD101
85
94
90
92
95
87
91
93
8986
99
100 969798
10+0011+0016+0016+91PC:11+11PT:15+8110+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00 17+33
PC:13+30 PT:14+3010+0011+008816+0017+00116
118
117
W
W
W
W
W
W
W
W W W W W W W W W W
WWWWWWSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS SSSSWATUAGA LAKE DRIVE
OLD HONEYCUTT ROADLAKE BARKELY WAY
OLD HICKORY LAKE PLACEOLD HICKORY LAKE PLACE
CB#113
CB#112
YI#105
CB#104
CB#103
18 LF 18" RCP @ 7.61%
95 LF 15" RCP @ 4.66%
27 LF 15" RCP @ 1.00%
27 LF 24" RCP @ 1.00%
CB#213
CB#212
CB#214
CB#242
CB#211
CB#241
CB#235
CB#236
CB#205
CB#206
CB#203
CB#204
CB#202
YI#258
CB#201
90 LF 36" RCP @ 0.50%
81 LF 36" RCP
@ 2.97%109 LF 15" RCP @ 3.60%
47 LF 30" RCP @ 0.50%
27 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.00%
19 LF 15" RCP
@ 10.52%26 LF 36" RCP
@ 0.50%
59 LF 36" RCP @ 0.50%
27 LF 36" RCP @ 0.50%
26 LF 15" RCP @ 1.00%
47 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.75%
SSMH#28 SSMH#27
SSMH#6
SSMH#26
SSMH#13
SSMH#14
61 LF 8" SDR35 PVC @ 0.50%
133 LF 8" SDR35 PVC @ 1.50%
139 LF 8" C900 PVC @ 0.50%270 LF 8" SDR35 PVC @ 0.50%232 LF 8" C900 PVC @ 3.17%
178 LF 8" DIP @ 1.55%
PROPOSED 8" C900
PVC WATER MAIN
FHA
8" DIP CROSS
(4) 8" GV 4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.FHA
20' PRIVATE DRAINAGE
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
EXISTING 12"
WATER MAIN
OFFSET CB#404
151 LF 15" RCP @ 1.00%
VARIABLE WIDTH
MONUMENT SIGN EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
FHA
8" GV
8" DIP TEE w/ T.B.
(3) 8" GV
8"x6" REDUCER PROPOSED 6" C900
PVC WATER MAIN
30' PRIVATE DRAINAGE
EASEMENT
10' PUBLIC UTILITY
EASEMENTVARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
8" GV
6" GV
FHA
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-28 WATUAGA LAKE DRIVE PLAN AND PROFILE.DWGPLOTTED: 6/20/2018 4:01 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
WATUAGA LAKE DRIVE PLAN AND PROFILE C-281" = 40'N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-28
STATION 10+00-17+33
1" = 40'
WATUAGA LAKE DRIVE PLAN VIEW
SCALE:
2
C-28
STATION 10+00-17+33
H - 1" = 40' V - 1" = 4'
WATUAGA LAKE DRIVE PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
330
335
340
345
350
355
360
365
330
335
340
345
350
355
360
365
2.00%
2.00%
1.82%2.76%
1.03%
1.13%PVI: 10+00ELEV: 351.62PVI: 16+91.23ELEV: 349.55LOW PT STA: 14+20.41
LOW PT ELEV: 348.94
PVI STA: 14+35.00
PVI ELEV: 348.50
K: 42.40
LVC: 125.00
PVC: 13+72.50ELEV: 349.21PVT: 14+97.50ELEV: 349.64HIGH PT STA: 15+89.68
HIGH PT ELEV: 350.95
PVI STA: 16+00.00
PVI ELEV: 351.50
K: 21.82
LVC: 100.00
PVC: 15+50.00ELEV: 350.59PVT: 16+50.00ELEV: 350.12HIGH PT STA: 10+97.57
HIGH PT ELEV: 352.02
PVI STA: 11+00.00
PVI ELEV: 352.29
K: 46.40
LVC: 100.00
PVC: 10+50.00ELEV: 351.77PVT: 11+50.00ELEV: 351.729+75()10+00(353.58)353.5810+50(353.64)353.6411+00(353.49)353.4911+50(353.09)353.0912+00(352.28)352.2812+50(351.17)351.1713+00(349.97)349.9713+50(349.36)349.3614+00(350.91)350.9114+50(351.29)351.2915+00(351.64)351.6415+50(352.05)352.0516+00(352.27)352.2716+50(352.31)352.3117+00()17+25()CB#210STA: 11+56.99TOP: 351.40INV IN: 341.90 (240)INV IN: 341.15 (211)INV OUT: 341.05 (209)126 LF 30" RCP @ 0.50%CB#209STA: 13+03.49TOP: 349.57INV IN: 341.57 (239)INV IN: 340.42 (210)INV OUT: 340.32 (208)98 LF 36" RCP @ 0.50%CB#208STA: 14+20.16TOP: 348.52INV IN: 339.83 (209)INV IN: 341.08 (238)INV IN: 341.25 (259)INV OUT: 339.73 (207)CB#212STA: 12+59.55TOP: 352.03INV IN: 342.12 (213)INV OUT: 342.02 (211)47 LF 30" RCP @ 0.50%CB#211STA: 10+46.61TOP: 351.50INV IN: 341.78 (212)INV IN: 342.53 (241)INV OUT: 341.68 (210)106 LF 30" RCP @ 0.50%
110 LF 36" RCP @ 0.50%CB#207STA: 15+47.03TOP: 350.30INV IN: 339.18 (208)INV IN: 340.43 (237)INV OUT: 339.08 (206)94 LF 36" RCP @ 0.50%CB#206STA: 16+44.49TOP: 350.02INV IN: 338.61 (207)INV OUT: 338.51 (205)STA: 13+46TOP: 349.39INV IN: 337.15INV OUT: 336.9525' DIA.66 LF 8" C900 PVC @ 0.50%STA: 12+81.71TOP: 350.10INV IN: 337.68INV OUT: 337.4835' DIA.74 LF 8" C900 PVC @ 0.50%STA: 12+09.69TOP: 350.91INV IN: 338.25INV OUT: 338.0545' DIA.68 LF 8" C900 PVC @ 0.50%STA: 11+44.13TOP: 351.65INV IN: 338.79INV OUT: 338.5955' DIA.139 LF 8" C900 PVC @ 0.50%STA: 12+06.87TOP: 351.45INV IN: 339.69INV IN: 339.69INV OUT: 339.4964' DIA.8" CROSS CONNECTION TO
LAKE BARKELY WAY AND
WATUAGA LAKE DRIVE
(1) 8" GV
FHA
8" GV
FHA
8" GV
8" TEE CONNECTION TO
WATUAGA LAKE DRIVE
(1) 8" GV
PROPOSED 8" C900
PVC WATER MAIN
EXISTING GROUND
FINISHED GRADE
48" MIN, TYP
24" MIN
CLEARANCE
18" MIN
CLEARANCESTA: 13+46TOP: 349.39INV IN: 337.15INV OUT: 336.9525' DIA.SPECIAL BEDDING,
REFER TO DETAIL 4/ D-05
CG2
110
111
104
112
105
106
107
108109
99
100 969798
10+0011+0012+0013+00 14+0
0
1
5
+
0
0
16+0016+91PC:11+11PT:15+8112+00
13+00
14+00
15+00
16+00
PC:13+30 PT:14+3010+00113 XX
W
W
W
W
W W W
W
W
WWWWWWWWWWWWWWWWSSSSSSSSSSSS
SSSSSSSSSSSS SS SS SS SSSSS
S
OLD HICKORY LAKE PLACE
WATUAGA LAKE DRIVE
SSMH#5
SSMH#6
SSMH#4
SSMH#3
SSMH#2
66 LF 8" C900 PVC
@ 0.50%
74 LF 8" C900 PVC @ 0.50%
68 LF 8" C900 PVC
@ 0.50%
139 LF 8" C900 PVC
@ 0.50%
CB#212
CB#211CB#241
CB#210
CB#240
CB#207
CB#237
CB#205CB#206
CB#239
CB#209
CB#238
YI#259
YI#260
CB#208
59 LF 36" RCP @ 0.50%
27 LF 36" RCP @ 0.50%
126 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.79%
98 LF 36" RCP @ 0.50%
35 LF 15" RCP @ 1.00%
36 LF 15" RCP @ 1.00%
47 LF 30" RCP @ 0.50%
106 LF 30" RCP @ 0.50%
27 LF 15" RCP @ 1.75%
110 LF 36" RCP @ 0.50%
94 LF 36" RCP @ 0.50%
27 LF 15" RCP @ 10.00%
16 LF 15" RCP @ 14.30%
68 LF 15" RCP
@ 1.32%
PROPOSED 8" C900
PVC WATER MAIN
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
FHA
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PUBLIC UTILITY EASEMENT
FHA
8" GV
8" GV
8" DIP CROSS
(4) 8" GV
8" DIP TEE w/ T.B.
(3) 8" GV
6' STREET TREE EASEMENT
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-29 OLD HICKORY LAKE PLACE PLAN AND PROFILE.DWGPLOTTED: 6/20/2018 4:02 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
OLD HICKORY LAKE PLACE PLAN AND PROFILEC-291" = 40'N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-29
STATION 10+00-16+91
1" = 40'
OLD HICKORY LAKE PLACE PLAN VIEW
SCALE:
2
C-29
STATION 10+00-16+91
H - 1" = 40' V - 1" = 4'
OLD HICKORY LAKE PLACE PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
330
335
340
345
350
355
360
365
370
375
330
335
340
345
350
355
360
365
370
375
9+25()9+50()10+00(352.94)352.9410+50(354.94)354.9411+00(356.53)356.5311+50(358.29)358.2912+00(359.54)359.5412+50(360.36)360.3613+00(360.91)360.9113+50(359.90)359.9014+00(356.98)356.9814+50(354.50)354.5015+00(352.83)352.8315+50(351.41)351.4116+00(351.43)351.4316+20(351.51)351.514.29
%
2.00%
2.90%PVI: 10+00ELEV: 352.75HIGH PT STA: 12+48.84
HIGH PT ELEV: 358.10
PVI STA: 12+70.00
PVI ELEV: 360.00
K: 30.60
LVC: 220.00
PVC: 11+60.00ELEV: 356.81PVT: 13+80.00ELEV: 355.29LOW PT STA: 15+27.53
LOW PT ELEV: 351.59
PVI STA: 14+80.00
PVI ELEV: 351.00
K: 28.59
LVC: 150.00
PVC: 14+05.00ELEV: 354.21PVT: 15+55.00ELEV: 351.7263 LF 8" SDR35 PVC @ 0.50%STA: 11+32.67TOP: 355.89INV OUT: 345.65294' DIA.STA: 12+05.93TOP: 357.67INV OUT: 351.00304' DIA.STA: 13+69.27TOP: 355.61INV IN: 345.70INV OUT: 345.50254' DIA.76 L
F

8
"

S
D
R
3
5

P
V
C

@

4
.
3
0
%STA: 14+44.50TOP: 352.67INV IN: 342.22INV OUT: 342.02244' DIA.68 LF 8" SDR35 PVC @ 2.20%STA: 15+10.53TOP: 351.52INV IN: 340.53INV IN: 340.53INV OUT: 340.33154' DIA.71 LF 8" SDR35 PVC @ 0.56%STA: 15+79.98TOP: 351.84INV IN: 341.13INV OUT: 340.93164' DIA.72 LF 8" SDR35 PVC @ 0.50%
163 L
F

8
"

S
D
R
3
5

P
V
C

@

3
.
2
5
%
76 LF
8"
S
D
R
3
5
P
V
C
@
5.
1
3
%STA: 10+56.64TOP: 353.69INV IN: 341.75INV OUT: 341.5529A4' DIA.CB#216STA: 12+23.35TOP: 352.93INV IN: 343.77 (217)INV OUT: 343.67 (215)47 LF 30" RCP @ 0.50%CB#218STA: 10+46.66TOP: 353.28INV IN: 344.34 (219)INV IN: 344.34 (244)INV OUT: 344.24 (217)123 LF
1
5"
R
C
P
@
4.
2
3
%CB#244STA: 11+68.77TOP: 356.81INV IN: 349.63 (245)INV OUT: 349.53 (218)CB#302STA: 15+29.37TOP: 351.35INV IN: 343.80 (313)INV IN: 343.46 (303)INV IN: 344.21 (328)INV OUT: 343.36 (301)103 LF 24" RCP @ 1.00
%CB#313STA: 14+19.60TOP: 353.39INV IN: 346.15 (314)INV OUT: 346.05 (302)102 LF 15
"

R
C
P

@

2
.
2
0
%
8" TEE CONNECTION TO
LAKE BARKELY WAY
(1) 8" GV
FHA
8" GV
FHA
8" GV
48" MIN, TYP
18" MIN
CLEARANCE
24" MIN
CLEARANCE
EXISTING GROUND
FINISHED GRADE
PROPOSED 8" C900
PVC WATER MAIN WTLDWTLDWTLD58
83 7984
82
78
80
59 6360
64 65
62
66 6712+0013+009+8810+00
11+00
12+00
13+00
14+00
15+0
0
1
6
+
0
0
X
X
X
X
757677
81
61
74
W
W
W
W W W
W
W
W W
W
W
W
WWWWWWWSSSSSSSSSSSSSSSSSS
S
S
SS
SSSSSSSSSSSSSS
WILBUR LAKE DRIVE
LAKE BARKELY WAY
SSMH#30
SSMH#29
SSMH#25
SSMH#29ASSMH#7
SSMH#24
SSMH#17
SSMH#16
SSMH#15
196 LF 8" SDR35 PVC @ 3.06%270 LF 8" SDR35 PVC @ 0.68%71 LF 8" SDR35 PVC @ 0.56%
72 LF 8" SDR35 PVC @ 0.50%75 LF
8
"
SDR35
PVC
@
0
.50%
63 LF 8" SDR35 PVC
@ 0.50%
68 LF 8" SDR35 PVC
@ 2.20%
76 LF 8" SDR35 PVC @ 4.30%
163 LF 8" SDR35 PVC @ 3.25%
76 LF 8" SDR35 PVC @ 5.13%
CB#245
CB#244
CB#218
CB#217
CB#216
CB#219
CB#246
47 LF 30" RCP @ 0.50%
27 LF 30" RCP
@ 0.50%
47 LF 30" RCP @ 0.50%
123 LF 15" RCP
@ 4.23%
27 LF 15" RCP @ 1.25%
27 LF 15" RCP
@ 1.00%
CB#313
CB#314
CB#303YI#328
CB#302
CB#301
Concrete Flared End Section#300
42 LF 30" RCP @ 4.70%
27 LF 30" RCP @ 1.00%
102 LF 15" RCP @ 2.20%
27 LF 15" RCP @ 7.98%
103 LF 24" RCP
@ 1.00%
22 LF 15" RCP @ 11.52%
67 LF 15" RCP @ 1.34%
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
FHA
8" GV
PROPOSED 8" C900
PVC WATER MAIN
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
FHA
8" GV
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
6' STREET TREE EASEMENT
20' PRIVATE DRAINAGE EASEMENT
FHA
8" GV
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE
EASEMENT
20' PUBLIC UTILITY EASEMENT
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-30 WILBUR LAKE DRIVE PLAN AND PROFILE I.DWGPLOTTED: 6/20/2018 4:03 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
WILBUR LAKE DRIVE PLAN AND PROFILE I C-301" = 40'N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-30
STATION 10+00-16+00
1" = 40'
WILBUR LAKE DRIVE PLAN VIEW
SCALE:
2
C-30
STATION 10+00-16+00
H - 1" = 40' V - 1" = 4'
WILBUR LAKE DRIVE PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTERWTLDWTLDWTLDWTLDWTLDWTLDWTLD46
44
45 19
20
73 70 6972
16+0016+8016+0017+00
18+00 19+00 20+00
21+00PI:20+67
PT:17+57X L9
68
74
71
W
W
W
W W W W W W W W WWWWWSS
SS
SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSS75 LF 8" SDR35 PVC
@ 0.50%
68 LF 8" SDR35 PVC @ 0.50%
282 LF 8" SDR35 PVC
@ 1.42%
331 LF 8" SDR35 PVC
@ 2.82%
SSMH#17
SSMH#18
SSMH#20
CB#325 (DBL)
CB#310
CB#309
CB#308
CB#321
CB#306
CB#305
CB#320
CB#307
YI#322
CB#304
CB#303
103 LF 24" RCP @ 1.00%
102 LF 24" RCP
@ 1.00%
48 LF 24" RCP @ 1.00%
27 LF 24" RCP @ 1.00%
48 LF 24" RCP @ 0.50%
88 LF 24" RCP
@ 0.95%88 LF 15" RCP @ 1.00%
47 LF 15" RCP @ 4.95%
217 LF 15" RCP @ 2.70%22 LF
1
5
"

R
C
P

@

1
1
.
5
2
%
27 LF 15" RCP @ 1.00%
27 LF 15" RCP
@ 1.00%
23 LF 18" RCP @ 4.63%27 LF 15" RCP
@ 1.00%
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
FHA
8" GV
8" DIP TEE w/ T.B.
(3) 8" GV
SSMH#19
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PRIVATE DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
FHA
8"x6" REDUCER
8" DIP TEE w/ T.B.
(3) 8" GV
192 LF 8" SDR35 PVC
@ 0.50%
PROPOSED 8" C900
PVC WATER MAIN
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' PUBLIC UTILITY
EASEMENT
330
335
340
345
350
355
360
365
370
375
330
335
340
345
350
355
360
365
370
375
15+80(351.40)351.4016+00(351.43)351.4316+50(351.83)351.8317+00(352.27)352.2717+50(352.59)352.5918+00(353.04)353.0418+50(353.76)353.7619+00(353.25)353.2519+50(350.04)350.0420+00(353.64)353.6420+50(356.95)356.9521+00(359.17)359.1721+50(362.37)362.3722+00(365.35)365.3522+20(365.97)365.970.96%
LOW PT STA: 19+70.00
LOW PT ELEV: 355.71
PVI STA: 20+20.00
PVI ELEV: 356.19
K: 55.17
LVC: 100.00
PVC: 19+70.00ELEV: 355.71PVT: 20+70.00ELEV: 357.5772 LF 8" SDR35 PVC @ 0.50%STA: 16+50.64TOP: 352.52INV IN: 341.69INV OUT: 341.49174' DIA.75 LF 8" SDR35 PVC @ 0.50%STA: 17+23.58TOP: 353.22INV IN: 342.26INV OUT: 342.06184' DIA.68 LF 8" SDR35 PVC @ 0.50%STA: 17+90.33TOP: 353.86INV IN: 342.80INV IN: 342.80INV OUT: 342.60194' DIA.STA: 20+66.68TOP: 357.46INV IN: 347.00INV IN: 347.00INV OUT: 346.80205' DIA.282 LF 8" SDR3
5

P
V
C

@

1
.
4
2
%
103 LF 24" RCP @ 1.00
%CB#303STA: 16+40.03TOP: 352.30INV IN: 344.59 (304)INV OUT: 344.49 (302)102 LF 24" RCP @ 1.00
%CB#304STA: 17+48.76TOP: 353.34INV IN: 345.71 (305)INV OUT: 345.61 (303)48 LF 24" RCP @ 1.00%CB#305STA: 16+32.70TOP: 354.26INV IN: 346.29 (306)INV OUT: 346.19 (304)27 LF 24" RCP @ 1.00%
88 LF 24" RCP @ 0.95%CB#308STA: 19+31.68TOP: 355.10INV IN: 347.94 (309)INV IN: 347.94 (321)INV IN: 347.94 (322)INV OUT: 347.84 (307)88 LF 15" RCP @ 1.00
%CB#309STA: 20+19.99TOP: 356.32INV IN: 348.92 (310)INV OUT: 348.82 (308)47 LF 15"

R
C
P

@

4
.
9
5
%CB#310STA: 21+13.41TOP: 358.46INV IN: 351.36 (311)INV IN: 351.36 (325 (DBL))INV OUT: 351.26 (309)CB#306STA: 16+32.70TOP: 354.26INV IN: 346.66 (307)INV IN: 346.66 (316)INV OUT: 346.56 (305)CB#307STA: 18+43.45TOP: 354.25INV IN: 347.00 (308)INV IN: 347.00 (320)INV OUT: 346.90 (306)48 LF 24" RCP @ 0.50%
8" TEE CONNECTION TO
BOONE LAKE WAY
(2) 8" GV
48" MIN, TYP
18" MIN
CLEARANCE
24" MIN
CLEARANCE
EXISTING GROUND
FINISHED GRADE
PROPOSED 8" C900
PVC WATER MAIN
FHA
8" GV
8" TEE w/ TB
(3) GV
WILBUR LAKE DRIVE STA: 17+96.68
BOONE LAKE WAY STA: 10+00
ELEV: 354.04
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-31 WILBUR LAKE DRIVE PLAN AND PROFILE II.DWGPLOTTED: 6/20/2018 4:03 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
WILBUR LAKE DRIVE PLAN AND PROFILE II C-311" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-31
STATION 16+00-22+00
1" = 40'
WILBUR LAKE DRIVE PLAN VIEW
SCALE:
2
C-31
STATION 16+00-22+00
H - 1" = 40' V - 1" = 4'
WILBUR LAKE DRIVE PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
14 13 12 11 10 9 8 7 6 5 4
1
21 22 23 24 25 2620 2827
30
31 19+7118+0019+00PC:17+39PT:18+4028+18
22+00 23+00 24+00 25+00 26+00
27+00
28+0
0
PC:25+43
PT:27
+
0
6
12+0
0
PC:11
+
6
1
L6C3L10
L11
C6
C8
2
3
29
133
134
W W W W W W W W W W
W
W
W
W
WWWWWWSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS
SS57 LF 8" SDR35 PVC
@ 7.02%
133 LF 8" SDR35 PVC
@ 4.20%
96 LF 8" SDR35 PVC @ 4.20%
130 LF 8" SDR35 PVC @ 0.77%
331 LF 8" SDR35 PVC @ 2.82%
SSMH#9
SSMH#10
SSMH#33SSMH#34SSMH#35SSMH#22
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
PROPOSED 8" C900
PVC WATER MAIN
FHA
8" DIP TEE w/ T.B.
(3) 8" GV
FHA
CB#256
CB#255
CB#257
CB#229
CB#228
CB#227
CB#226
81 LF 18" RCP @ 2.31%46 LF 18" RCP @ 2.82%
27 LF 15" RCP
@ 0.60%
46 LF 15" RCP @ 0.50%
119 LF 15" RCP @ 4.20%
27 LF 15" RCP @ 1.00%
27 LF 15" RCP
@ 5.21%
CB#312
CB#311
217 LF 15" RCP @ 2.70%
27 LF 15" RCP @ 1.00%
LAKE BARKELY WAY
WILBUR LAKE DRIVE
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
6' STREET TREE EASEMENT 8" GV
VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT
8" GV
340
345
350
355
360
365
370
375
380
340
345
350
355
360
365
370
375
380
21+80(364.25)364.2522+00(365.35)365.3522+50(366.92)366.9223+00(368.06)368.0623+50(368.72)368.7224+00(369.88)369.8824+50(370.65)370.6525+00(370.74)370.7425+50(370.06)370.0626+00(368.32)368.3226+50(366.35)366.3527+00(364.19)364.1927+50(361.90)361.9028+00(359.86)359.8628+50()28+75()4.21
%
2.00%
2.77%PVI: 27+94.37ELEV: 357.10PVI: 28+06.37ELEV: 357.34HIGH PT STA: 24+77.33
HIGH PT ELEV: 367.66
PVI STA: 25+00.00
PVI ELEV: 369.50
K: 31.49
LVC: 220.00
PVC: 23+90.00ELEV: 366.45PVT: 26+10.00ELEV: 364.87331 LF 8
"

S
D
R
3
5

P
V
C

@

2
.
8
2
%STA: 23+91.96TOP: 366.38INV OUT: 356.33224' DIA.STA: 24+55.47TOP: 367.46INV OUT: 357.00354' DIA.130 LF 8" SDR35 PVC @
0
.
7
7
%STA: 25+84.72TOP: 365.70INV IN: 356.00INV OUT: 355.80344' DIA.96 L
F

8
"

S
D
R
3
5

P
V
C

@

4
.
2
0
%STA: 26+79.80TOP: 361.78INV IN: 351.76INV OUT: 351.56334' DIA.133
L
F

8
"

S
D
R
3
5

P
V
C

@

4
.
2
0
%
217 LF 15
"

R
C
P

@

2
.
7
0
%CB#311STA: 23+30.28TOP: 364.55INV IN: 357.32 (312)INV OUT: 357.22 (310)CB#226STA: 17+58.47TOP: 355.66INV IN: 349.64 (227)INV OUT: 349.54 (225)46 LF 18" RCP @ 2.82%CB#227STA: 27+61.49TOP: 358.21INV IN: 351.03 (228)INV IN: 351.03 (255)INV OUT: 350.93 (226)CB#255STA: 26+40.86TOP: 363.31INV IN: 356.12 (256)INV OUT: 356.02 (227)119
L
F

1
5
"

R
C
P

@

4
.
2
0
%
8" TEE CONNECTION TO
LAKE BARKELY WAY
(1) 8" GV
FHA
8" GV
FHA
8" GV
EXISTING GROUND
FINISHED GRADE
PROPOSED 8" C900
PVC WATER MAIN
48" MIN, TYP
18" MIN
CLEARANCE
24" MIN
CLEARANCE
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-32 WILBUR LAKE DRIVE PLAN AND PROFILE III.DWGPLOTTED: 6/20/2018 4:04 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
WILBUR LAKE DRIVE PLAN AND PROFILE III C-321" = 40'N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-32
STATION 22+00-28+18
1" = 40'
WILBUR LAKE DRIVE PLAN VIEW
SCALE:
2
C-32
STATION 22+00-28+18
H - 1" = 40' V - 1" = 4'
WILBUR LAKE DRIVE PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
335
340
345
350
355
360
365
370
375
335
340
345
350
355
360
365
370
375
2.00%
3.84%
2.00%
2.00%PVI: 10+00ELEV: 352.82PVI: 16+68ELEV: 353.80PVI: 16+80ELEV: 354.04HIGH PT STA: 12+85.51
HIGH PT ELEV: 360.82
PVI STA: 12+57.00
PVI ELEV: 362.00
K: 30.82
LVC: 180.00
PVC: 11+67.00ELEV: 358.54PVT: 13+47.00ELEV: 360.209+75()10+00(352.82)352.8210+50(354.04)354.0411+00(355.96)355.9611+50(357.89)357.8912+00(359.63)359.6312+50(360.61)360.6113+00(360.78)360.7813+50(360.14)360.1414+00(359.15)359.1514+50(358.15)358.1515+00(357.15)357.1515+50(356.15)356.1516+00(355.16)355.1616+50(354.16)354.1617+00()17+25()64 LF 8" SDR35 PVC @ 0.50%STA: 12+35.95TOP: 360.30INV OUT: 351.00314' DIA.STA: 13+04.73TOP: 360.64INV OUT: 350.61324' DIA.381 LF 8"

S
D
R
3
5

P
V
C

@

2
.
0
5
%CB#223STA: 10+46.78TOP: 353.68INV IN: 346.32 (224)INV IN: 346.32 (250)INV OUT: 346.22 (222)124 LF
1
5
"
R
C
P
@
3.
9
1
%CB#250STA: 11+71.10TOP: 358.45INV IN: 351.28 (251)INV OUT: 351.18 (223)CB#318STA: 13+65.83TOP: 359.59INV IN: 352.33 (319)INV OUT: 352.23 (316)141 LF 15
"

R
C
P

@

2
.
0
0
%CB#316STA: 15+06.79TOP: 356.78INV IN: 349.41 (317)INV IN: 349.41 (318)INV OUT: 349.31 (306)126 LF 1
5
"

R
C
P

@

2
.
1
0
%CB#306STA: 16+32.70TOP: 354.26INV IN: 346.66 (307)INV IN: 346.66 (316)INV OUT: 346.56 (305)CB#307STA: 18+43.45TOP: 354.25INV IN: 347.00 (308)INV IN: 347.00 (320)INV OUT: 346.90 (306)48 LF 24" RCP @ 0.50%
177 LF
8
"
S
D
R
3
5
P
V
C
@
4.
0
6
%STA: 10+57.76TOP: 354.20INV IN: 343.80INV OUT: 343.6031A4' DIA.8" TEE CONNECTION TO
WILBUR LAKE DRVIE
(1) 8" GV
8" DIP WATER MAIN 20'
FROM LAKE BARKELY
WAY CONNECTION
8" TEE CONNECTION TO
LAKE BARKELY WAY
(1) 8" GV
PROPOSED 8" C900
PVC WATER MAIN
FHA
8" GV
EXISTING GROUND
FINISHED GRADE
48" MIN, TYP
24" MIN
CLEARANCE
18" MIN
CLEARANCE
S4
56
55
4751504953
57
4852 46
41
33
34
42 43 44 45383940
73
70
69
72
10+00
11+00
12+00
13+00 14+00 15+00 16+00 16+80PC:11+71
PT:12+7115+0016+0017+0018+00PT:17+5754
3736
35
127
128
71WW
WWWW
W
W
W
W
W W W W W W W W W WWWW
WWSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.PROPOSED 8" C900
PVC WATER MAIN
FHA
8" DIP TEE w/ T.B.
(3) 8" GV
SSMH#32
SSMH#31
SSMH#31A
SSMH#19
SSMH#18
SSMH#8
185 LF 8" SDR35 PVC
@ 0.84%
64 LF 8" SDR35 PVC @ 0.50%
75 LF 8" SDR35 PVC @ 0.50%
68 LF 8" SDR35 PVC
@ 0.50%381 LF 8" SDR35 PVC @ 2.05%
177 LF 8" SDR35 PVC @ 4.06%
CB#319
CB#318
CB#316
CB#317
CB#306
CB#305
CB#320
CB#307
CB#304
102 LF 24" RCP @ 1.00%
48 LF 24" RCP @ 1.00%
27 LF 24" RCP @ 1.00%
48 LF 24" RCP @ 0.50%
126 LF 15" RCP @ 2.10%
27 LF 15" RCP @ 1.00%
141 LF 15" RCP @ 2.00%
27 LF 15" RCP @ 1.00%
27 LF 15" RCP @ 1.00%CB#250
CB#251
CB#222
CB#223
CB#252
CB#224
CB#221
47 LF 30" RCP @ 0.50%
24 LF 24" RCP @ 0.50%
47 LF 24" RCP @ 0.50%
124 LF 15" RCP @ 3.91%
27 LF 15" RCP @ 10.00%
18 LF 15"

R
C
P

@

7
.
4
9
%
27 LF 18" RCP @ 1.75%
WILBUR LAKE DRIVE
BOONE LAKE WAY
8" DIP TEE w/ T.B.
(3) 8" GV
LAKE BARKELY WAY
FHA
FHA8" GV
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
8" GV
VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT
8" GV
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
6' STREET TREE EASEMENT
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-33 BOONE LAKE WAY PLAN AND PROFILE.DWGPLOTTED: 6/20/2018 4:05 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
BOONE LAKE WAY PLAN AND PROFILE C-331" = 40'N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-33
STATION 10+00-16+80
1" = 40'
BOONE LAKE WAY PLAN VIEW
SCALE:
2
C-33
STATION 10+00-16+80
H - 1" = 40' V - 1" = 4'
BOONE LAKE WAY PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
320
325
330
335
340
345
350
355
360
320
325
330
335
340
345
350
355
360
-0+25()0+00(331.63)331.630+50(336.50)336.501+00(340.50)340.501+50(343.25)343.252+00(346.85)346.852+50()2+75()STA: 0+00TOP: 331.63INV IN: 324.93INV IN: 325.13INV OUT: 324.73EX4' DIA.88 LF
8
"
S
D
R
3
5
P
V
C
@
4.
1
5
%STA: 0+87.63TOP: 342.25INV IN: 328.77INV IN: 328.77INV OUT: 328.5715' DIA.141 L
F
8"
C
9
0
0
P
V
C
@
5.
7
9
%
EXISTING GROUND
FINISHED GRADE
SS COLLECTOR STA: 2+29OLD HICKORY STA: 13+46TOP: 349.39INV IN: 337.15INV OUT: 336.9525' DIA.SPECIAL BEDDING,
REFER TO DETAIL 4/ D-05
24" MIN.SSxWTLDWTLDWTLD108
109 WWSS SS
SSSS SS SSSS 14+000+00
1+00
2+00 2+290+000+0088 LF 8" SDR35 PVC
@ 4.15%
66 LF 8" C900 PVC @ 0.50%
141 LF 8" C900 PVC @ 5.79%
135 LF 8" C900 PVC @ 0.50%
SSMH#EX
SSMH#2
SSMH#1
20' PUBLIC
UTILITY
EASEMENT
20' PUBLIC UTILITY EASEMENT
20' EXISTING PUBLIC UTILITY EASEMENT
4" SANITARY SEWER
C/O & SERVICE, TYP.
OLD HICKORY LAKE PLACE
P1
S1
WT
L
D
WTLDWTLDWTLDWTLDWTLD18
17
16
W WSS SS
SSSSSSSSSSSS20+00
21+000+001+001+92192 LF 8" SDR35 PVC @ 0.50%
SSMH#20
SSMH#21
20' PUBLIC UTILITY
EASEMENT
WILBUR LAKE DRIVE
345
350
355
360
365
370
345
350
355
360
365
370
-0+25()0+00(357.14)357.140+50(355.84)355.841+00(353.51)353.511+50(352.54)352.542+00()2+25()192 LF 8" SDR35 PVC @ 0.50%STA: 1+92.32TOP: 355.92INV OUT: 347.96214' DIA.EXISTING GROUND
FINSIHED GRADESS STUB STA: 0+00WILBUR LAKE DRIVE STA: 20+66.68TOP: 357.46INV IN: 347.00INV IN: 347.00INV OUT: 346.80205' DIA.24" MIN.
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-34 SS OLD HICKORY & WILBUR LAKE PLAN AND PROFILE.DWGPLOTTED: 6/20/2018 4:07 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SS OLD HICKORY & WILBUR LAKE PLAN AND PROFILEC-341" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-34
STATION 0+00-2+29
1" = 40'
SS OLD HICKORY TO EXISTING PLAN VIEW
SCALE:
2
C-34
STATION 0+00-2+29
H - 1" = 40' V - 1" = 4'
SS OLD HICKORY TO EXISTING PROFILE VIEW
N
SCALE:
3
C-34
STATION 0+00-1+92
1" = 40'
SS WILBUR LAKE STUB PLAN VIEW
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
4
C-34
STATION 0+00-1+92
H - 1" = 40' V - 1" = 4'
SS WILBUR LAKE STUB PROFILE VIEW
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER / SERVICE
SANITARY CLEANOUT / SERVICE
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
320
325
330
335
340
345
350
355
320
325
330
335
340
345
350
355
-0+25()0+00(339.75)339.750+50(340.40)340.401+00(340.59)340.591+50(340.71)340.712+00(342.57)342.572+50(344.89)344.893+00(346.21)346.213+50(346.68)346.684+00(346.74)346.744+50(344.28)344.285+00(342.72)342.725+50(341.14)341.146+00()6+25()135 LF 8" C900 PVC @ 0.50%STA: 1+34.65TOP: 345.50INV IN: 329.64INV OUT: 329.44115' DIA.148 LF 8" C900 PVC @ 0.50%STA: 2+82.56TOP: 346.00INV IN: 330.58INV OUT: 330.38125' DIA.274 LF 8" C900 PVC @ 0.50%
EXISTING GROUND
90 LF 36" RCP @ 0.50%
SPECIAL BEDDING,
REFER TO DETAIL 4/ D-05 SS WATUAGA STA: 5+57.05SS WILBUR STA: 0+00TOP: 342.55INV IN: 332.15INV IN: 332.15INV OUT: 331.95134' DIA.SS OLD HICKORY STA: 0+87.63SS WATUAGA STA: 0+00TOP: 342.25INV IN: 328.77INV IN: 328.77INV OUT: 328.5715' DIA.24" MIN.
FINISHED GRADE
24" MIN.SSxSSxSSxSSxWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD103104
105
106
107
108
101
102
94
92
95
93
96
75
76
WWWWWWWWWWWW
WSS
SS SSSS
SS
SS
SSSSSSSSSSSS
SSSSSSSSSSSS
SSSSSSSS SS
SS
SS
SS SS SS SS SS SS SS
14+0015+00
16+0
0
16+9
1PT:15+81.31EP:16+91.2316+0017+0017+3315+000+0
0
1+0
00+001+002+00
3+00 4+00 5+00 5+570+00
1+00
2
+
0
0
3+003
+
2
9
88 LF 8" SDR35 PVC
@ 4.15%
61 LF 8" SDR35 PVC @ 0.50%
133 LF 8" SDR35 PVC @ 1.50%
196 LF 8" SDR35 PVC
@ 3.06%
232 LF 8" C900 PVC @ 3.17%
135 LF 8" C900 PVC @ 0.50%
148 LF 8" C900 PVC @ 0.50%
274 LF 8" C900 PVC @ 0.50%
SSMH#EX
SSMH#2
SSMH#26
SSMH#13
SSMH#14
SSMH#15
SSMH#24
SSMH#11
SSMH#12
SSMH#1
PRO
P
O
S
E
D

6
"

C
9
0
0
PVC
W
A
T
E
R

M
A
I
N
FHA
8"x6"
R
E
D
U
C
E
R
8"x8"
x
8
"

D
I
P

T
E
E

w
/

T
.
B
.
(3) 8"

G
VOLD HICKORY LAKE PLACE
8" G
V
4" SANITARY SEWER
C/O & SERVICE, TYP.
20' PUBLIC UTILITY
EASEMENT
20' PUBLIC UTILITY
EASEMENT
20' PUBLIC UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
90 LF 36" RCP @ 0.50%
SS COLLECTOR - OLD
HICKORY TO EXISTING
WATUAGA LAKE DRIVE
WILBUR LAKE DRIVE
325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
-0+25()0+00(340.97)340.970+50(339.72)339.721+00(339.93)339.931+50(340.66)340.662+00(342.82)342.822+50(345.86)345.863+00(349.75)349.753+50()3+75()133 LF 8" SDR3
5

P
V
C

@

1
.
5
0
%STA: 1+32.72TOP: 345.50INV IN: 334.34INV OUT: 334.14144' DIA.196 LF 8
"

S
D
R
3
5

P
V
C

@

3
.
0
6
%STA: 15+10.53TOP: 351.52INV IN: 340.53INV IN: 340.53INV OUT: 340.33154' DIA.EXISTING GROUND
FINISHED GRADE
24" MIN.SS WATUAGA STA: 5+57.05SS WILBUR STA: 0+00TOP: 342.55INV IN: 332.15INV IN: 332.15INV OUT: 331.95134' DIA.E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-35 SS WATUAGA & WILBUR PLAN AND PROFILE.DWGPLOTTED: 6/20/2018 4:45 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SS WATUAGA & WILBUR PLAN AND PROFILE C-351" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6.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. DIP SHALL BE CEMENT-MORTAR LINED AND
SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL
BE 3/4" TYPE "K" SOFT COPPER.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS
I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR
APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE
IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER
OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL
CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE.
8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER
TOWN OF FUQUAY-VARINA STANDARDS.
10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER
AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM
BETWEEN WATER AND SANITARY SEWER & WATER AND STORM SEWER LINES.
13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE
APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS.
14.REFER TO DESIGN TABLES SHEET FOR STREET LINE/CURVE TABLES AND STORM DRAINAGE
TABLES.
NOTES:
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
1
C-35
STATION 0+00-5+57, 0+00-3+29
1" = 40'
SS COLLECTOR WATUAGA & WILBUR PLAN VIEW
SCALE:
2
C-35
STATION 0+00-5+57
H - 1" = 40' V - 1" = 4'
SS WATUAGA TO OUTFALL PROFILE VIEW
SCALE:
3
C-35
STATION 0+00-3+29
H - 1" = 40' V - 1" = 4'
SS WILBUR TO WATUAGA PROFILE VIEW
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDMH LOCATED
BY GIS
MH LOCATED
BY GIS
SIGN
WT
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD370370
365
360
355
350
365
360
37
0370365
3
6
0
3
5
5
350
355
360
355
350
345
340
350345340335330345335
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDDTDDTDD
TDD
TDDTDDTDD
TDD TDDTDDTDDTDDTDDTDD
TDD
TDDTDD
TDD
TDD
TDD
TDD
TDD
TP TP TP TP TP
TPTPTPTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDD
TDD
TDD
TDD
TDDTDDTDD
TDD
TDDTDD
TDD
TDDTDDTDDTDDTDDTDDTD
D
TDDTDDTDDTDD
T
D
D
TDD
TDD
TDDTDD
TDD
TDDTDDTDDTDDT
D
D
TDDTDD
TDDTDDTDD
TDD
TDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTS M
PS
TS M
PS
TS M
PS
TDDTDDTDDTDD
TDDTDDTDD TDDTDDTDD
TP TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
TS M
PS
TDD DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SILT SACK
SEDIMENT BASIN
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
HORSESHOE INLET PROTECTION
CONCRETE WASH AREA
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-01 EROSION CONTROL PLAN - INITIAL PHASE.DWGPLOTTED: 6/20/2018 4:39 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EROSION CONTROL PLAN - INITIAL PHASE EC-011" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES
THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF
THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND
MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE
FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE
DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS.
2.THE WORK ASSOCIATED WITH THIS PERMIT INCLUDES CLEARING AND
GRUBBING, INFRASTRUCTURE INSTALLATION, AND MASS GRADING OF
INDIVIDUAL LOTS.
3.TOTAL DISTURBED AREA = 34.56 AC
4.REFER TO DETAIL SHEET D-07 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE
COUNTY STANDARDS AND REGULATIONS.
6.SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON
THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY WAKE
COUNTY S&EC.
8.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
9.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION
LOG.
10.SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED
MINIMUM VOLUME & SURFACE AREA REQUIREMENTS ARE PROVIDED.
11.ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS
SPACED EVERY 100 L.F. OF DITCH.
12.ALL EXISTING CATCH BASINS AND INLETS DOWNSTREAM OF
DISTURBED AREAS SHALL HAVE SILT SACKS INSTALLED INSIDE THE
GRATES.
13.CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM
DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
NOTES:
1
MINIMUM DIMENSIONS (WxLxD) = 64.5'x162'x2'
VOLUME REQUIRED = 11,520 CF
SURFACE AREA REQUIRED = 10,356 SF
SURFACE AREA PROVIDED= 11,078 SF
TOP OF BASIN ELEVATION = 341.00
SURFACE AREA ELEVATION = 338.50
BOTTOM OF BASIN ELEVATION = 336.50
CLEANOUT ELEVATION = 337.50
EMERGENCY SPILLWAY LENGTH = 25'
EMERGENCY SPILLWAY ELEVATION = 340.00
SKIMMER SIZE = 3 INCH, 2.25 INCH ORIFICE
DEWATERING TIME = 3.56 days
SKIMMER SEDIMENT BASIN
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
2
MINIMUM DIMENSIONS (WxLxD) = 84'x252'x2'
VOLUME REQUIRED = 23,346 CF
SURFACE AREA REQUIRED = 20,988 SF
SURFACE AREA PROVIDED= 21,356 SF
TOP OF BASIN ELEVATION = 340.00
SURFACE AREA ELEVATION = 337.00
BOTTOM OF BASIN ELEVATION = 334.00
CLEANOUT ELEVATION = 335.50
EMERGENCY SPILLWAY LENGTH = 50'
EMERGENCY SPILLWAY ELEVATION = 339.00
SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE
DEWATERING TIME = 3.53 days
SKIMMER SEDIMENT BASIN 3
MINIMUM DIMENSIONS (WxLxD) = 82'x164'x2'
VOLUME REQUIRED = 14,760 CF
SURFACE AREA REQUIRED = 13,269 SF
SURFACE AREA PROVIDED= 13,325 SF
TOP OF BASIN ELEVATION = 346.00
SURFACE AREA ELEVATION = 343.00
BOTTOM OF BASIN ELEVATION = 341.00
CLEANOUT ELEVATION = 342.00
EMERGENCY SPILLWAY LENGTH = 35'
EMERGENCY SPILLWAY ELEVATION = 345.00
SKIMMER SIZE = 3 INCH, 2.5 INCH ORIFICE
DEWATERING TIME = 3.73 days
SKIMMER SEDIMENT BASIN
DISTURBANCE LIMITS, TYP.
CONSTRUCTION ENTRANCE #2
CONSTRUCTION ENTRANCE #1
TEMPORARY 24" HDPE
TEMPORARY 24" HDPE
USE EXISTING DITCH AS TDD.
INSTALL COIR WATTLES EVERY 50'
COIR WATTLE, TYP.
HORSESHOE INLET
PROTECTION
EXISTING 30" STORM
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
TREE PROTECTION
FENCE, TYP.
SILT FENCE OUTLET
SILT FENCE
OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLETSILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH
COIR WATTLE, TYP.
COIR WATTLE, TYP.
COIR WATTLE, TYP.
TEMPORARY DIVERSION DITCH
COIR WATTLE, TYP.
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
PORUS BAFFLE, TYP.
PORUS BAFFLE, TYP.
PORUS BAFFLE, TYP.
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASINCONNECT SKIMMER TO RISER
STRUCTURE @ ELEV = 336.50. PLUG ANY
ORIFICES SKIMMER NOT CONNECTED TO
UNTIL CONVERSION OF SCM.
CONNECT SKIMMER TO RISER
STRUCTURE @ ELEV = 334.00. PLUG ANY
ORIFICES SKIMMER NOT CONNECTED TO
UNTIL CONVERSION OF SCM.
CONNECT SKIMMER TO RISER
STRUCTURE @ ELEV = 341.00. PLUG ANY
ORIFICES SKIMMER NOT CONNECTED TO
UNTIL CONVERSION OF SCM.
WRAP SILT FENCE
AROUND EXISTING SSMH STABILIZE AREA PER NPDES
STABILIZATION TABLE, TYP.
STABILIZE AREA PER NPDES
STABILIZATION TABLE, TYP.
STABILIZE AREA PER NPDES
STABILIZATION TABLE, TYP.
1
TEMPORARY DIVERSION DITCH
COIR WATTLE, TYP.
2
3
CONCRETE WASH
OUT AREA
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
MH LOCATED
BY GIS
MH LOCATED
BY GIS
SIGN
WT
L
D
WTLDW
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD370370
365
360
355
350
365
360
37
03703
65
3
6
0
3
5
5
350
355
360
355
350
345
340
350345340335330345335
Wx
Wx
Wx
Wx
Wx
Wx
Wx
WxSCHOOLSCHOOLWWWWWWW
W
W W W W
WWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
WWWWWWWW
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS
SS
SS
SSSSSSSSSS
E-35 ELEMENTARY SCHOOL
SHOWN FOR REFERENCE ONLY3403353353403403353403353303353403403353
4
5
3
4
0
3
3
5
345345340345345
3
5
0
355350350
3
5
0
345
345
355
355
3
5
5
3
6
0
355 360365
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360355
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0
3503553603
4
0
3
3
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5
36
0
345
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350
345
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0
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5350340345 355355TDD
TDD
TDD
TDD
TDD
TP TP TP TP TP
TPTPTPTDDTDDTDDTDDTDDTDD
TDDTDDTDD
TDD
TDDTDDTDDTDDTDDTDDTDDTDDTS M
PS
TS M
PS
TS M
PS
TDDTDDTDDTDD
TP TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
TS M
PS
TDD DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SILT SACK
SEDIMENT BASIN
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
HORSESHOE INLET PROTECTION
CONCRETE WASH AREA
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-02 EROSION CONTROL PLAN - CONSTRUCTION PHASE.DWGPLOTTED: 6/20/2018 4:38 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EROSION CONTROL PLAN - CONSTRUCTION PHASEEC-021" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES
THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF
THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND
MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE
FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE
DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS.
2.THE WORK ASSOCIATED WITH THIS PERMIT INCLUDES CLEARING AND
GRUBBING, INFRASTRUCTURE INSTALLATION, AND MASS GRADING OF
INDIVIDUAL LOTS.
3.TOTAL DISTURBED AREA = 34.56 AC
4.REFER TO DETAIL SHEET D-07 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE
COUNTY STANDARDS AND REGULATIONS.
6.SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON
THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY WAKE
COUNTY S&EC.
8.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
9.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION
LOG.
10.SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED
MINIMUM VOLUME & SURFACE AREA REQUIREMENTS ARE PROVIDED.
11.ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS
SPACED EVERY 100 L.F. OF DITCH.
12.ALL EXISTING CATCH BASINS AND INLETS DOWNSTREAM OF
DISTURBED AREAS SHALL HAVE SILT SACKS INSTALLED INSIDE THE
GRATES.
13.CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM
DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
14.TEMPORARY DIVERSION DITCHES SHOWN IN THE INITIAL PHASE MAY
REMAIN IN PLACE FOR A PORTION OF THIS PHASE TO FACILITATE
DRAINAGE TO SEDIMENT BASINS. HOWEVER, THE MAJORITY OF
FLOWS TO THE BASINS IN THIS PHASE WILL BE VIA THE ENCLOSED
DRAINAGE SYSTEM.
NOTES:
DISTURBANCE LIMITS, TYP.
CONSTRUCTION ENTRANCE #2
CONSTRUCTION ENTRANCE #1
EXISTING 30" STORM
TREE PROTECTION
FENCE, TYP.
SILT FENCE OUTLET
SILT FENCE
OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLETSILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
INLET PROTECTION, TYP.
INLET PROTECTION, TYP.
INLET PROTECTION, TYP.
COIR WATTLE, TYP.
COIR WATTLE, TYP.
STABILIZE AREA PER NPDES
STABILIZATION TABLE, TYP.
STABILIZE AREA PER NPDES
STABILIZATION TABLE, TYP.
STABILIZE AREA PER NPDES
STABILIZATION TABLE, TYP.
1
MINIMUM DIMENSIONS (WxLxD) = 64.5'x162'x2'
VOLUME REQUIRED = 11,520 CF
SURFACE AREA REQUIRED = 10,356 SF
SURFACE AREA PROVIDED= 11,078 SF
TOP OF BASIN ELEVATION = 341.00
SURFACE AREA ELEVATION = 338.50
BOTTOM OF BASIN ELEVATION = 336.50
CLEANOUT ELEVATION = 337.50
EMERGENCY SPILLWAY LENGTH = 25'
EMERGENCY SPILLWAY ELEVATION = 340.00
SKIMMER SIZE = 3 INCH, 2.25 INCH ORIFICE
DEWATERING TIME = 3.56 days
SKIMMER SEDIMENT BASIN 2
MINIMUM DIMENSIONS (WxLxD) = 84'x252'x2'
VOLUME REQUIRED = 23,346 CF
SURFACE AREA REQUIRED = 20,988 SF
SURFACE AREA PROVIDED= 21,356 SF
TOP OF BASIN ELEVATION = 340.00
SURFACE AREA ELEVATION = 337.00
BOTTOM OF BASIN ELEVATION = 334.00
CLEANOUT ELEVATION = 335.50
EMERGENCY SPILLWAY LENGTH = 50'
EMERGENCY SPILLWAY ELEVATION = 339.00
SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE
DEWATERING TIME = 3.53 days
SKIMMER SEDIMENT BASIN 3
MINIMUM DIMENSIONS (WxLxD) = 82'x164'x2'
VOLUME REQUIRED = 14,760 CF
SURFACE AREA REQUIRED = 13,269 SF
SURFACE AREA PROVIDED= 13,325 SF
TOP OF BASIN ELEVATION = 346.00
SURFACE AREA ELEVATION = 343.00
BOTTOM OF BASIN ELEVATION = 341.00
CLEANOUT ELEVATION = 342.00
EMERGENCY SPILLWAY LENGTH = 35'
EMERGENCY SPILLWAY ELEVATION = 345.00
SKIMMER SIZE = 3 INCH, 2.5 INCH ORIFICE
DEWATERING TIME = 3.73 days
SKIMMER SEDIMENT BASIN
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E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
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Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-03 EROSION CONTROL DETAILS I.DWGPLOTTED: 6/20/2018 4:09 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EROSION CONTROL DETAILS I EC-03N.T.S.
STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
3'-0"
2'-0"
26"
8'-0" MAXIMUM
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
SECTION VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
STANDARD SILT FENCE OUTLET
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
SCALE:
1
EC-03
STANDARD CONSTRUCTION ENTRANCE
NTS
SCALE:
2
EC-03
STANDARD TEMPORARY SILT FENCE
NTS
SCALE:
3
EC-03
STANDARD SILT FENCE OUTLET
NTS
MAINTENANCE/INSPECTION PROCEDURES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
·ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE
SUPERINTENDENT, DAILY AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT.
·SILT FENCE & FABRIC INLET PROTECTION: INSPECT FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE
POSTS ARE FIRMLY IN THE GROUND. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
·DIVERSION DIKES/SWALES: INSPECT AND ANY BREACHES PROMPTLY REPAIRED. SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH RAINFALL
·TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOP-DRESSING WITH 2-3" STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO ROADWAYS.
·SEDIMENT BASIN: INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. REPAIR BAFFLES AND SKIMMERS AS NEEDED.
·INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER) RAINFALL EVENT.  CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS
NEEDED. 
·SEEDING, FERTILIZING, AND MULCHING: INSPECT SEEDED AREAS FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDING SHALL BE MADE WITHIN THE SAME SEASON. TEMPORARY AND
PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
·MAINTAIN THE ON-SITE RAIN GAUGE & DATA AND STORMWATER INSPECTION LOG SHEETS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL WAKE COUNTY HAS CLOSED THE
PROJECT & SURETY HAS BEEN RELEASED.
·THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF-INSPECTIONS PER REQUIREMENTS AS OUTLINED IN
NCG01000 PERMIT. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE
OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR
STORMWATER MANAGEMENT PLANS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL WAKE COUNTY HAS CLOSED THE PROJECT.
·THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE
INSPECTION AND MAINTENANCE REPORT.
·PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT: THEY WILL BE TRAINED IN ALL THE INSPECTION
AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
·GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING
TO THE FOLLOWING SCHEDULE:
A.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
B.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY
DUST CONTROL
VEGETATIVE COVER
FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION
PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL.
MULCH
WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS
OF CONTROLLING DUST.
MAINTENANCE
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER
PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
1.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS.
2.TOTAL DISTURBANCE LIMITS = 34.56 ACRES.
3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION CONTROL LAW & IS SUBJECT TO A FINE.
4.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE THE NORTH CAROLINA SEDIMENTATION CONTROL LAW AND
ARTICLE 10 OF THE WAKE COUNTY UDO & IS SUBJECT TO A FINE.
5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL WAKE COUNTY & NCDENR STANDARDS AND SPECIFICATIONS.
8.CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE
INSTALLED AND UTILIZED. THIS ENTRANCE SHALL BE BETWEEN THE LIMITS OF DISTURBANCE AND ANY ROAD RIGHT OF WAY.
9.ADJACENT PROPERTIES AND RIGHT-OF-WAY SHALL BE KEPT FREE OF MUD AND/OR SEDIMENT-LADEN RUNOFF.
10.THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE RECOMMENDED AS A MINIMUM IN ORDER TO CONTROL RUN-OFF. IT IS POSSIBLE THAT MORE STRINGENT
MEASURES MAY BE NEEDED AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND/OR EROSION CONTROL INSPECTOR. IF IT IS DETERMINED THAT
ADDITIONAL RUN-OFF CONTROL IS NEEDED, SUCH MEASURES SHALL BE INSTALLED IMMEDIATELY.
11.SHOULD MAINTENANCE ISSUES ARISE, PLEASE CONTACT WAYNE MASSENGILL AT [phone].
12.CONTRACTOR SHALL LOCATE AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK.
EROSION CONTROL NOTES
STRUCTURAL PRACTICES
1.SILT FENCE (SEDIMENT FENCE): SILT FENCE CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION. SILT FENCES SHALL BE PROVIDED WHERE
SHOWN AND AS NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT.
2.SILT FENCE OUTLET: GRAVEL SILT FENCE OUTLETS SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE OUTLETS SHALL BE LOCATED AT ALL
LOW POINTS IN A RUN OF SILT FENCE AND USED TO DISCHARGE "CLEAN WATER" OFF-SITE.
3.DIVERSION DITCHES: USE DIVERSION DITCHES TO CONVEY SEDIMENT LADEN RUNOFF TO EROSION CONTROL BMPS AS SHOWN ON THE PLANS.
4.CONSTRUCTION ENTRANCE: CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL
BE PROVIDED AS SHOWN ON THIS DRAWING. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS.
5.ROCK CHECK DAMS: ROCK CHECK DAMS CAN BE USED TO REDUCE EROSION IN A DRAINAGE CHANNEL TO LIMIT EROSION BY REDUCING VELOCITY IN OPEN CHANNELS.
6.SEDIMENT BASINS: SEDIMENT BASINS WITH SKIMMERS AND POROUS BAFFLES ARE USED TO RETAIN SEDIMENT ON THE CONSTRUCTION SITE, AND PREVENT
SEDIMENTATION IN OFF-SITE STREAMS, LAKES, AND DRAINAGE WAYS
7.INLET PROTECTION: HARDWIRE CLOTH AND GRAVEL INLET PROTECTION DEVICES CAN BE USED PREVENT SEDIMENT FROM ENTERING YARD INLETS, GRATED STORM
DRAINS OR DROP INLETS DURING CONSTRUCTION. THIS PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM
SEDIMENT & EROSION CONTROLS
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS ALSO THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT POLLUTED WATER FROM
LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND ADD ADDITIONAL CONTROL
MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES BE TO THE STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT - LAND QUALITY SECTION, AND ARTICLE 10 OF THE
WAKE COUNTY UNIFIED DEVELOPMENT CODE, LATEST EDITION.
VEGETATIVE PRACTICES
1.TEMPORARY SEEDING: DISTURBED AREAS THAT ARE NOT ANTICIPATED TO BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 7 OR 14 CALENDAR DAYS MUST
RECEIVE TEMPORARY SEEDING (SEE NPDES TABLE). A QUICK GROWING GRASS SPECIES, WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS
PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING, SHOULD BE USED. TEMPORARY SEEDING SHALL BE PER WAKE COUNTY REQUIREMENTS.
2.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF
REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
3.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER,
THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. RESEED AND MULCH BARE SPOTS LARGER
THAN 9 SQUARE FEET.
4.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. PERMANENT SEEDING SHALL BE PER WAKE COUNTY
REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS ACCEPTABLE.
MANAGEMENT STRATEGIES
1.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY
ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4, 2011 ALL EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE IS AVAILABLE.
2.RIP-RAP OUTLET PROTECTION: ALL RIP-RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH.
3.SOIL DISPOSAL: DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED WAKE COUNTY DISPOSAL SITE.
4.DEWATERING: ALL TRENCH/PIT DEWATERING MUST DISCHARGE TO AN APPROVED S&EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE.
5.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES.
EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO CLEAR & GRUB AND CONSTRUCT INFRASTRUCTURE FOR A 135 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION. THE PROPERTY IS
PRIVATELY OWNED. SEE OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED.
APPROXIMATELY 34.56 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 10 FEET. THIS PROJECT WILL INVOLVE REMOVAL OF
TOPSOIL TO CREATE RESIDENTIAL ROADWAY AND INFRASTRUCTURE. THE DISTURBANCE AREA DOES NOT INCLUDE MASS GRADING OF LOTS. INDIVIDUAL HOME BUILDERS
WILL BE RESPONSIBLE FOR COMPLYING WITH WAKE COUNTY SINGLE LOT REQUIREMENTS OR OBTAINING A LAND DISTURBANCE PERMIT IF GRADING MORE THAN 1 ACRE.
AN UNDERGROUND STORM DRAINAGE SYSTEM WILL BE INSTALLED TO CONVEY STORMWATER TO PERMANENT STORMWATER MANAGEMENT AREAS.
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN LATE SUMMER 2018 TO EARLY SUMMER 2019 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY FALL 2019.
THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCING, SILT FENCE OUTLETS, DIVERSION DITCHES, INLET PROTECTION MEASURES AND SEDIMENT BASINS.
ADJACENT PROPERTY
ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN.
NATIVE SOILS
THE SOILS AT THIS SITE ARE PREDOMINATELY LOAMY SANDS. SOILS ARE MOSTLY WELL DRAINED WITH Ksat RANGES FROM MODERATELY HIGH TO HIGH. SLOPES ARE
LARGELY BETWEEN 2 TO 6% UP TO 15%.
WAKE COUNTY STOCKPILE NOTESWAKE COUNTY BASIN REMOVAL SEQUENCE
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL
CONSULTANT TO DETERMINE IF A BASIN CAN BE REMOVED.
INSTALL SILT FENCING OR OTHER TEMPORARY EROSION
CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF
THE BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION
DITCHES. IF CULVERT PIPES NEED TO BE EXTENDED,
PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA
IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND
ASPHALT TACK ANY RESULTING BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS
AS REQUIRED ON THE EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL
CONSULTANT FOR APPROVAL OF REMOVING REMAINING
TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON
WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE
ENVIRONMENTAL CONSULTANT & TOWN OF FUQUAY-VARINA TO
DETERMINE WHEN A BASIN MAY BE CONVERTED FOR
STORMWATER USE.
DESIGN CRITERIA
A.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN
AROUND ALL PROPOSED STOCKPILES (EROSION CONTROL MEASURES SURROUNDING
THE STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
B.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25' FROM ADJACENT
PROPERTY LINES.
C.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL
NOT EXCEED 35 FEET.
D.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
E.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT
LOSS FROM A STOCKPILE.
F.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY, WATERCOURSE,
WETLAND, STREAM BUFFER, OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS
AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE UNAVAILABLE.
G.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO
AN APPROVED BMP.
H.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY
UDO AND STATE REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO
HAVE AN APPROVED SEDIMENT CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL
NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL. FILL
OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS
OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED
DEVELOPMENT ORDINANCE (CERTIFICATIONS AND PERMITS REQUIRED).
1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT, BETSY PEARCE AT 919-868-6414. OBTAIN A LAND-DISTURBING PERMIT.
2.CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE.
3.CONSTRUCT THE ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND SILT WILL NOT BE TRACKED ONTO
THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE SURFACE, IT IS TO BE REMOVED IMMEDIATELY.
4.CLEAR THE AREA NEEDED TO CONSTRUCT THE REMAINDER OF PERIMETER EROSION CONTROL MEASURES INCLUDING SILT FENCE, ROCKS CHECK DAMS, TEMPORARY
DIVERSIONS, SEDIMENT BASIN, AND OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. INSTALL PROPOSED DEVICES. SEED TEMPORARY DIVERSIONS, BERMS
AND BASINS IMMEDIATELY AFTER CONSTRUCTION. THE STREAM BUFFER AREA MAY BE CLEARED AT THIS TIME AS WELL, BUT DO NOT DISTURB THE STREAM ITSELF.
5.CLEAR AND INSTALL THE SEDIMENT RISER BASINS AND SKIMMER SEDIMENT BASINS. INSTALL COIR MESH BAFFLES, SKIMMER DEVICES, AND OTHER FEATURES AND
STABILIZE IMMEDIATELY AFTER CONSTRUCTION. THE PERMANENT RISER STRUCTURE FOR THE FUTURE WET DETENTION BASIN 4 MAY BE INSTALLED AT THIS TIME.
NOTE THAT A TEMPORARY RISER STRUCTURE FOR WET DETENTION BASIN 3 WILL BE INSTALLED, HOWEVER THE PERMANENT OUTLET PIPE FOR THE SCM WILL BE
INSTALLED DURING SEDIMENT BASIN CONSTRUCTION.
6.CALL BETSY PEARCE FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLIANCE.
7.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
8.ROUGH GRADE ALL ROADWAYS.
9.CONSTRUCT SANITARY SEWER SYSTEM AND WATER MAINS THROUGHOUT PROJECT.
10.BEGIN CONSTRUCTION OF THE STREAM CROSSING. REFER TO DETAILED CULVERT INSTALLATION SEQUENCE ON THE EROSION CONTROL DRAWINGS FOR SPECIFIC
DETAILS.
11.INSTALL STORM SEWER, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE
PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.
12.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN 7 OR 14
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
13.ONCE FINAL DRAINAGE PATTERNS ARE ESTABILISHED, TEMPORARY SKIMMER SEDIMENT TRAPS 1 AND 2 MAY BE REMOVED. BEGIN CONVERSION OF WET DETENTION
BASIN 3 BY GRADING THE BASIN TO ITS FINAL SHAPE AND DEPTH (DO NOT COMPLETE FINAL CONVERSION AT THIS TIME). WET DETENTION BASIN 3 MUST BE GRADED
TO ITS FINAL SHAPE PRIOR TO THE REMOVAL OF SEDIMENT TRAPS 1 AND 2. REMOVE THE TEMPORARY OUTLET STRUCTURE FROM SCM 3 AND INSTALLTHE PERMANENT
OUTLET STRUCTURE IN ACCORDANCE WITH THE DESIGN DRAWINGS.
14.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL BETSY PEARCE FOR AN INSPECTION BY THE ENVIRONMENTAL CONSULTANT.
15.IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL
REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. EXISTING STORM DRAINAGE SYSTEM SHALL BE
CLEANED OF ANY SEDIMENT.
16.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT, BETSY PEARCE. OBTAIN A CERTIFICATE
OF COMPLETION.
REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE:
WAKE COUNTY STOCKPILE NOTES
MAINTENANCE REQUIREMENTS
A.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL
REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE
TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC.
B.IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE
(BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF
A NEW RESPONSIBLE PARTY FOR THAT STOCKPILE.
C.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND
MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
D.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE
PRACTICAL).
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-04 EROSION CONTROL DETAILS II.DWGPLOTTED: 6/20/2018 4:10 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EROSION CONTROL DETAILS II EC-04N.T.S.
SCALE:
1
EC-04
STANDARD BAFFLES DETAIL
NTS
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
PLAN VIEW
SECTION 'A-A'
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
PLAN VIEW
SECTION 'A-A'
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD TEMPORARY DIVERSION DITCH
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
EFFECTIVE: 01/31/08
STANDARD BAFFLES DETAIL
CROSS SECTIONPLAN VIEW
WAKE
COUNTY
NORTH CAROLINA
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
STEEL POST
OUTLET ZONEINLET ZONE
35% of
basin surface area
1st Cell
25% of basin
surface area
2nd Cell
25% of basin
surface area
15% of
basin surface area
SCALE:
5
EC-04
STANDARD TEMPORARY DIVERSION DITCH
NTS
SCALE:
4
EC-04
STANDARD PIPE OUTLET
NTS
SCALE:
2
EC-04
STANDARD SKIMMER DETAIL
NTS
SCREEN ACCESSIBLE THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
FLEXIBLE JOINT
(RADIATOR HOSE)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
STANDARD SKIMMER DETAIL
WAKE
COUNTY
NORTH CAROLINA
SCALE:
7
EC-04
STANDARD PIPE INLET PROTECTION
NTS
SCALE:
6
EC-04
STANDARD INLET PROTECTION
NTS
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
SCALE:
8
EC-04
STANDARD SILT BAG
NTS
STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD METAL POSTS 2'-0" IN GROUND
STANDARD GRAVEL YARD INLET PROTECTION
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
# 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MINIMUM ABOVE TOP OF BOX
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
NOTE:
1.INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED
AND REPAIRS MADE AS NEEDED.
STANDARD SKIMMER BASIN
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
SCALE:
3
EC-04
STANDARD SKIMMER BASIN
NTS
SCALE:
7
EC-04
SEEDING SCHEUDLE
NTS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE).
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE.
IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT
COVER IS ESTABLISHED.
MIXTURE
AGRICULTURAL LIMESTONE..........................2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER................................................1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE....................................500 LBS/ACRE - 20% ANALYSIS
MULCH....................................................2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR..................................................ASPHALT EMULSION AT 300 GALS/ACRE
SEEDING SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE
APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE
MILLET OR SORGHUM-SUDAN (BROWNTOP MILLET); 30 LBS/ACRE
HYBRIDS*** (SORGHUM-SUDAN HYBRIDS)
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE TYPE PLANTING RATE
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA);
AND USE THE FOLLOWING
COMBINATIONS:
MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE
MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE
MAR 1 - JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE
BERMUDAGRASS
JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE);
MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET);
HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN
HYBRIDS)
SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LBS/ACRE (SERICEA LESPEDEZA);
UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-05 EROSION CONTROL DETAILS III.DWGPLOTTED: 6/20/2018 4:10 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EROSION CONTROL DETAILS III EC-05N.T.S.
SCALE:
1
EC-05
STANDARD ROCK CHECK DAM
NTS
TOP ELEVATION OF STORMWATER
VARIESVARIES
0.5'-1'
EXISTING SLOPES
EXISTING SLOPE
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
#5 WASHED STONE
KEYED RIP RAP
CONSTRUCTION NOTES:
STONE
#1 RIP-RAP
VARIES
#5 WASHED
1 VARIES0.5'-1'
1 MAX.
STANDARD CHECK DAM
EXISTING

G
R
O
U
N
D
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
NOTE:REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
STEEL POST
FRONT VIEW
SIDE VIEW2'-0"3'-0"32" MIN. WIDTH26"WOVEN WIRE FABRIC
40"
WARNING SIGN DETAIL
DO NOT ENTER
TREE PROTECTION AREA3"4"3"4"4"18"
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
MIN. 10 GA.
LINE WIRES
TREE PROTECTION AREA
DO NOT ENTER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
WARNING SIGN
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
WARNING SIGN
PLASTIC OR
WIRE TIES
NOTES:
SCALE:
6
EC-05
STANDARD TREE PROTECTION FENCE
NTS
1.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2.LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3.PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
4.FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO
LESS THAN ONE SIGN PER PROTECTION AREA.
5.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6.MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7.ADDITIONAL SIGNS MAY BE REQUIRED BY TOWN OF FUQUAY VARINA BASED ON
ACTUAL FIELD CONDITIONS.
SCALE:
3
EC-05
COIR FIBER WATTLE DETAIL
NTS
SCALE:
2
EC-05
PERMANENT RISER WITH SKIMMER BASIN
NTS
SCALE:
4
EC-05
TEMPORARY SLOPE DRAIN
NTS
SCALE:
5
EC-05
HORSESHOE INLET PROTECTION
NTS
4' min
level section
Stabilize
Outlet
Plastic
Corrugated
Pipe
10' Spacing
Inlet
3:1
Berm
Hold-down stakes
1.5' min
Plan View
Standard T-section
Cross-Section View
NOTES:
1.CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD
FLARED-END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE PLATE
(CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A STANDARD
T-SECTION FITTING MAY ALSO BE USED AT THE INLET.
2.USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE
TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM OVER THE DRAIN
CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES HIGHER THAN THE
ADJOINING BERM ON EITHER SIDE.
THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF 1 FT
ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE
PIPE.
3.PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP
DISSIPATOR.
STANDARD TEMPORARY SLOPE DRAIN
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
NO SCALE
PERSPECTIVE VIEW
NO SCALE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
1.5'
1.5'
1'FLO
W
1'2'FLOW
FLO
W
FLOW
3'FLOWSTANDARD HORSESHOE INLET PROTECTION
#5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM
RIP RAP HEADWALL
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
AREAS TO BE DISTURBED
(CUT, FILL, ETC.)
SEDIMENT STORAGE
FLOOD STORAGE ZONE
PIPE
INVERT
RIP RAP
HEADWALL
NATURAL GROUND
CLASS 1 RIP-RAP
#5 WASHED STONEMAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT)
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD SKIMMER ATTACHED TO PERMANENT RISER
BAFFLES
SKIMMER
DEWATERING
DEVICE EMERGENCY
SPILLWAYEMBANKMENT
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
ORIFICE
18" MIN
TOP OF DAM
DITCH AND BURY TARP
EDGE (MIN. 12")
WEIR LENGTH
10' MIN
TARP PROTECTION
BAFFLES
1' MIL FREEBOARD
INFLOW
STRUCTURE
EMERGENCY
SPILLWAY
ELEVATION
DEWATERING
ZONE
DISSIPATER PAD
RIP RAP
TRASH RACK
CMP OUTLET PIPE
ANTI-FLOATATION
DEVICE
TOP OF BERM
SKIMMER
INLET SHALL BE PROTECTED (AS
NEEDED) FROM EROSION WITH
RIPRAP, TARP, MATTING OR
EQUIVALENT.
INFLOW
STRUCTURE
CROSS
SECTION
PLAN VIEW
SECTION THRU WEIR
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-06 EROSION CONTROL DETAILS IV.DWGPLOTTED: 6/20/2018 4:10 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EROSION CONTROL DETAILS IV EC-06N.T.S.
SCALE:
1
EC-06
CONCRETE WASHOUT STRUCTURE
NTS
SCALE:
2
EC-06
BLANKET ON SLOPES
NTS
INSTALLATION OF EROSION CONTROL
TRANSVERSE CHECK SLOT
STEP 2: STAKE MAT INTO SLOT
DOWNSTREAM TERMINAL
STEP 1: CUT TERMINAL SLOT
9"
6"
1'-2"
15"
5'
3"
3'
STEP 2: SNUG MAT INTO SLOT
UPSTREAM TERMINAL
STEP 1: CUT TERMINAL SLOT
1'-2"
ROLLED EROSION CONTROL PRODUCT
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS DAILY AND AFTER EVERY RAIN
FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST
NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH
THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM
SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER OS
ESTABLISHED.
DETAIL REFERENCE 6.17 NC ESCPDM
STEP 4:
A. REVERSE MAT ROLL DIRECTION TO OVERLAY CHECK SLOT
B. STAKE MAT TO ANCHOR TERMINAL
STEP 3:
A. STAKE MAT INTO SLOT
B. USE 1"X3" PRESSURE-TREATED BOARD TO BRACE MAT AGAINST VERTICAL CUT
C. BACKFILL AND COMPACT
STEP 3: TUCK MAT LAP INTO SLOT
& STAKE
STEP 2: WORK UPSTREAM ACROSS,
CHECK SLOT LAP BACK 15"
STEP 4: BACKFILL AND PROGRESS UPSTREAM
PULL OUT TEMPORARY STAKES WHEN NO
LONGER NEEDED FOR TENSIONONG
STEP 4:
A. ROLL MAT UP STREAM OVER REFILLED TERMINAL
B. STAKE MAT DOWN TO ANCHOR TERMINAL
C. PROGRESS UPSTREAM WITH ROLL
STEP 1: CUT CHECK SLOT
TEMPORARILY STAKE MAT
UNDER MODERATE TENSION
STEP 3: BACKFILL TERMINAL SLOT
SCALE:
3
EC-06
BLANKET ON CHANNELS
NTS
INSTALLATION OF EROSION CONTROL
NOTES:
1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER,
AND SEED.
2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12"(30CM) OF
RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE CHANNEL/CULVERT OUTLET AS SUPPLEMENTAL
SCOUR PROTECTION AS NEEDED. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF THE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM)
PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECPS.
3.ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE
STAPLE PATTERN GUIDE.
4.PLACE CONSECUTIVE RECPS END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4"
ON CENTER TO SECURE RECPS.
5.FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN A
6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6.ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON RECPS TYPE) AND STAPLED.
7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 -12M) INTERVALS. USE A DOUBLE ROW OF
STAPLES STAGGERED 4"(10CM) APART AND 4"(10CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8.THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN A 6"(15CM) DEEP X
6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
2"-5"
(5-12.5cm)
6
2
4
12"(30cm)
6"
(15cm)
6"
(15cm)
4"-6"
(10-15cm)
8
6"
(15cm)
5 7
4"(10cm)
3
1
A
B
C
NOTES:
*HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF
NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL
POINTS ALONG THE CHANNEL SURFACE.
**IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE
LENGTHS GREATER THAN 6"(15CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP'S.
C
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE SLOPE VERTICES
4"(10cm)
6"
B
(15cm)
A
CG1
CG2
S3
S2
P1
P2
S1
S4 WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLDRON ECKLUND
CYNTHIA L. ECKLUND
D.B.13670, PG.2329
B.O.M.1980, PG.486
ZONING: RA
JANIS W. ELDREDGE
WYMA G. ELDREDGE
D.B.7427, PG.906
B.O.M.1980, PG.486
ZONING: RA
JAMES E. JOINES
KELLY G. JOINES
D.B.9023, PG.005
B.O.M.1980, PG.486
ZONING: RA
DONALD J. SARGENT
JOYCE ANN SARGENT
D.B.7319, PG.716
B.O.M.1980, PG.486
ZONING: RA
KENNETH W. ERICKSON
D.B.2783, PG.795
B.O.M.1978, PG.589
ZONING: RA
DEERE & COMPANY
D.B.14947, PG.362
B.O.M.1996, PG.998
ZONING: HI
LUMAS CHARLES DAVIS
DAVID CHARLES DAVIS
D.B.16650, PG.1697
ZONING: RA
MARIAN C. JONES
D.B.11187, PG.2087
ZONING: RA
ALEX B. MCLAMB
VANESSA S. MCLAMB
D.B.8764, PG.2674
ALEX B. MCLAMB
PHYLLIS J. MCLAMB
D.B.15667, PG.2401
B.O.M.1994, PG.282
ZONING: RA
PARTIN PLACE SUBDIVISION
HOMEOWNERS ASSOCIATION INC
D.B.16660, PG.427 B.O.M.2014, PG.788
ZONING: RMD
KB HOME RALEIGH-DURHAM INC
D.B.16624, PG.1233 B.O.M.2017,
PG.824 ZONING: RMD
WAKE COUNTY BOARD
OF EDUCATION
D.B.14359, PG.1742
B.O.M.2018, PG.440
ZONING: PUD
SSxSSxSSxSSxSSxSSxSSxSSxSS xW
T
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WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDANDREW G. MCLAMB
STREET TREE, TYP
EXISTING VEGETATION TO BE SUPPLEMENT
TO MEET THE REQUIREMENTS OF A TYPE "B"
BUFFER REQUIREMENTS AS SHOWN ON THIS
SHEET
EXISTING VEGETATION TO
BE SUPPLEMENT TO MEET
THE REQUIREMENTS OF A
TYPE "B" BUFFER
REQUIREMENTS AS SHOWN
ON THIS SHEET
SCM #1
SCM #2
SCM #3
110
103
111
104
112
105
106
107
108
109
101
58
85
83
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
1
102
79
84
94
82
90
78
92
95
87
91
93
80
89
86
99
100
96
59
56
55
63
47
51
50
60
64
49
65
53
57
62
48
52
97
98
46
21
41
33
22
23
34
42
43
24
25
44
26
45
38
39
19
32
20
40
28
27
30
31
73 70 6972
66
67
SCHOOLSCHOOLXX6' STREET TREE
EASEMENT
10' TYPE 'B'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
15' TYPE 'B'
LANDSCAPE
BUFFER
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
20' PRIVATE
STORM
DRAINAGE
EASEMENT 20' TYPE 'C'
LANDSCAPE
BUFFER
10' TYPE 'B'
LANDSCAPE
BUFFER
20' EXISTING
PUBLIC UTILITY
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
30' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC
UTILITY
EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
VARIABLE WIDTH
MONUMENT SIGN
EASEMENT
50' NEUSE RIVER
RIPARIAN BUFFER
50' NEUSE RIVER
RIPARIAN BUFFER
JURISDICTIONAL
STREAM
6' STREET TREE
EASEMENT
6' STREET TREE
EASEMENT
20' PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
20' EXISTING
PUBLIC UTILITY
EASEMENT
2
10' PUBLIC
UTILITY
EASEMENT
3
75
76
77
81
88
54
61
29
37
36
35
68
116
114
113
123
131
124
132
125
133
118
126
134
119
127
120
128
121
129
122
130
115
135
117
74
71
XXX20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT 20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC STORM
DRAINAGE EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE
EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' TYPE 'C'
LANDSCAPE
BUFFER
10' TEMPORARY
CONSTRUCTION
EASEMENT GRANTED
TO WCPSS
10'
TEMPORARY
CONSTRUCTION
EASEMENT
20' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
10' PUBLIC
UTILITY
EASEMENT
6' STREET TREE
EASEMENT
LAKE

B
A
R
K
E
L
Y

W
A
YWILBUR LAKE DRIVEWATUAGA LAKE DRIVEOLD HICKORY
LAKE PLACE BOONE LAKE WAYWILBUR LAKE DRIVE
WILBUR LAKE DRIVENORRIS LAKE ROAD10'x70' SIGHT
TRIANGLES
10'x70' SIGHT
TRIANGLES
EXISTING VEGETATION TO
BE SUPPLEMENT TO MEET
THE REQUIREMENTS OF A
TYPE "B" BUFFER
REQUIREMENTS AS SHOWN
ON THIS SHEET
OLD HONEYCUTT
ROADAMUR MAPLE (AG)
SUPPLEMENT VEGETATION -
PERIMETER BUFFER
JAPANESE VIBURNUM (VJ)
COCKSPUR HAWTHORN (CC)
CAMELLIA (CJ)
SASANQUA CAMELIA (CS)
STAR MAGNOLIA (MS)
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L-01 LANDSCAPE PLAN.DWGPLOTTED: 6/20/2018 4:11 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
LANDSCAPE PLAN L-011" = 60'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
1.STREET TREES SHALL BE INSTALLED SUCH THAT ONE TREE IS REQUIRED PER LOT ALONG
A RESIDENTIAL COLLECTOR STREET, TWO TREES ARE REQUIRED AT CORNER LOTS AND
EVERY 40 FEET ALONG OPEN SPACES AND NO TREES WITHIN 25' OF AN INTERSECTION.
2.DO NOT PLACE STREET TREES WITHIN A PUBLIC STORM OR UTILITY EASEMENT.
3.ALL TREES SHALL BE MIN. 10' TALL AND 2.5" CALIPER AT TIME OF PLANTING.
4.LANDSCAPE BUFFER SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE
PRELIMINARY SUBDIVISION APPROVAL. SEE DETAIL THIS SHEET FOR REQUIREMENTS.
5.THERE ARE NO TREES PRESENT THAT MEET THE REQUIREMENTS OF A HERITAGE TREE
BASED ON TOWN OF FUQUAY-VARINA CODE.
6.LANDSCAPING IN AREAS OUTSIDE OF RIGHT OF WAY ARE TO BE PROVIDED BY THE
DEVELOPER. ANY LANDSCAPING INSTALLED WITHIN THESE AREAS ARE TO BE
MAINTAINED BY THE DEVELOPER UNTIL HOME OWNERS ASSOCIATION (HOA) IS
ESTABLISHED. HOA WILL BE RESPONSIBLE FOR CONTINUED MAINTENANCE OF
LANDSCAPING AND ANY IMPROVEMENTS OUTSIDE THE RIGHT OF WAY.
7.ADDITIONAL LANDSCAPING ON SITE MAYBE PROVIDED BY DEVELOPER.
SITE LANDSCAPE NOTES:
KEY
AG
QTY
85
BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT
B&B 2.5" CAL 10'
PLANTING SCHEDULE:
CC 89 B&B 2.5" CAL 10'
CS 108 GAL.3 GAL 24"
ACER GINNALA AMUR MAPLE
QUERCUS ALBA WHITE OAK
CJ 54 GAL.3 GAL 24"
LEGEND:
PERIMETER BUFFER REQUIREMENTS:
SCIENTIFIC NAME (FT.)COMMON NAME MATURE HEIGHT/SPREAD
LARGE EVERGREEN TREES (perimeter buffers & thoroughfare buffers)
Cedrus deodara Deodar Cedar 40-50 / 30-40
Cryptomeria japonica Japanese Cryptomeria 60-80 / 25-35
X Cupressocyparis leylandii Leyland Cypress 60-70 / 10-15
Juniperus virginiana Eastern Red Cedar 40-50 / 8-20
Magnolia grandiflora Southern Magnolia 40-60 / 25-30
Pinus palustris Loblolly Pine 60-90 / 20-40
Pinus sylvestis Scotch Pine 40-70 / 15-30
Pinus thunbergiana Japanese Black Pine 50-70 / 20-25
Quercus hemisphaerica Laurel Oak, Darlington Oak 40-60 / 30-40
Quercus virginiana Live Oak 40-80 / 40-100
Tsuga caroliniana Carolina Hemlock 30-70 / 20-25
SMALL DECIDUOUS TREES (perimeter buffers & thoroughfare buffers)
Acer buergerianum Trident Maple 20-25 / 10-15 (Street Tree)
Acer ginnala Amur Maple 15-20 / 18-20 (Street Tree)
Acer japonicum Fullmoon Maple 15-25 / 15-30 (Street Tree)
Acer leucoderme Chalkbark Maple 25-30 / 15-20 (Street Tree)
Acer truncatum Shadblow Maple 20-25 / 20-25 (Street Tree)
Carpinus caroliniana American Hornbeam,Ironwood 20-30 / 20-30 (Street Tree)
Chionanthus retusus Chinese Fringe Tree 15-25 / 15-25
Crataegus crusqalli Cockspur Hawthorn 20-30 / 20-35 (Street Tree)
Crataegus phaenopyrum Washington Hawthron 20-30 / 20-25 (Street Tree)
Crataegus viridis Green Hawthron 20-30 / 20-35 (Street Tree)
Ilex decidua Possumhaw 20-30 / 15-30
Lagerstroemia indica Crape Myrtle 15-25 / 10-20
Magnolia x loebre Loebner Magnolia 20-30 / 20-30
Magnolia soulangiana Saucer Magnolia 20-30 / 15-25
Magnolia stellata Star Magnolia 15-18 / 10-15
Magnolia virginiana Sweetbay Magnolia 10-25 / 10-20
Ostrya virginiana American Hornbeam 25-40 / 16-25 (Street Tree)
Prunus ‘okame’ Okame Cherry 20-30 / 20-30
Prunus subhirtella var. pedula & autumnalis Weeping & Autumn 20-30 / 15-20
Higan Cherries
Rhus copallina Flameleaf Sumac 20-30 / 20-30
Rhus typhina Staghorn Sumac 15-25 / 30-40
Styrax japonica Japanese Snowball 20-30 / 20-30
Vitex agnus-castus Chasetree 15-20 / 10-15
SMALL EVERGREEN TREES (perimeter buffers & thoroughfare buffers)
Eriobotrya japonica Loquat 10-20 / 8-12
Ilex x attenuate Fosteri Foster Holly 20-30 / 7-10
Ilex x attenuate ‘Savannah’ Savannah Holly 25-30 / 10-15
Ilex cassine Dahoon 15-25 / 8-15
Ilex latifolia Lusterleaf Holly 20-25 / 15-20
Ilex x Nellie R. Stevens Nellie Stevens Holly 15-25 / 10-15
Ilex opaca American Holly 15-30 / 10-20
Ilex vomitoria Yaupon Holly 10-20 / 8-15
Osmanthus americanus Devilwood 15-20 / 10-15
Pinus virginiana Virginia Pine 20-40 / 10-30
Prunus Caroliniana Carolina Cherry Laurel 20-30 / 15-20
Quercus acuta Japanese Evergreen Oak 20-30 / 15-20
BUFFER PLANTING LIST
DECIDUOUS SHRUBS (perimeter buffers & thoroughfare buffers)
Aesculus parviflora Bottlebush Buckeye 8-12 / 8 feet
Amorpha fruticosa Indigobush Amorpha 10-12 / 7-8
Aronia arbutifolia Red Chokeberry 6-10 / 3-6
Aronia melanocatpa Black Chokeberry 6-10 / 3-6
Baccharis halimifolia Goundsel 10-12 / 10-12
Buddleia davidii Butterfly Bush 10-15 / 3-6
Calycanthus floridus Sweetshrub, Carolina Allspice 3-9 / 6-12
Caryopteris x clandonensis Blue Spirea 3-4 / 4-5
Ceanothus americanus New Jersey Tea 3-4 / 3-5
Chaenomeles speciosa Flowering Quince 8-10 / 5-6
Cornus racemosa Gray Dogwood 10-15 / 10 feet
Cotoneaster divaricatus Spreading Cotoneaster 5-6 / 6-7
Diervilla sessilifolia Southern Bush-honeysuckle 3-5 / 3-5
Euonymus alatus Winged Burning Bush 15-20 / 3-5
Hamamelis vernalis Witch-Hazel 4-6 / 2-3
Hydrangea arborescens Smooth Hydrangea 3-5 / 3-5
Hydrangea arborescens ‘Grandiflora’ Snowhill Hydrangea 3-4 / 3-5
Hydrangea quercifolia Oakleaf Hydrangea 6-8 / 3-5
Hypericum densiflorum Dense Hypericum 2-3 / 2-3
Hypericum pratulum Shrubby St. John’s-Wort 1-4 / 3 feet
Itea virginica Virginia Sweetspire 3-8 / 3-5
Myrica pensylvanica Northern Bayberry 8-12 / 3-8
Philadelphus coronarius Sweet Mockorange 10-12 / 10-12
Rhododendron atlanticum Coast Azalea 3-6 / 3-4
Rhododendron calendulaceum Flame Azalea 10-15 / 5-8
Rhododendron canescens Piedmont Azalea 10-15 / 5-8
Rhododendron periclymenoides Pinxterbloom Azalea 4-6 / 2-6
Rhus aromatica Fragrant Sumac 2-6 / 3-6
Rhus glabra Smooth Sumac 10-15 / 10-15
Rhus typhina Staghorn Sumac 15-25 / 10-15
Rosa carolina Carolina Rose 3-6 / 3-5
Rosa rugosa Rugose Rose 4-6 / 4-6
Sambucus canadensis American Elder 25-30 / 15-25
Spiraea x bumalda Bumald Spiraea 2-3 / 3-4
Spiraea nipponica ‘Snowmound’Snowmound Spiraea 3-5 / 4-5
Spiraea prunifolia ‘Plena’ Bridalwreath Spirea 5-7 / 3-5
Spiraea thunbergii Thunberg Spirea 3-4 / 3-4
Syringa meyeri Meyer Lilac 4-8 / 8-10
Viburnum acerifolium Mapleleaf Viburnum 4-6 / 4-6
Viburnum x burkwoodii Burkwood Viburnum 6-8 / 5-7
Viburnum dentatum Arrowwood Viburnum 6-8 / 5-8
Viburnum nudum Smooth Witherod, Possumhaw 6-10 / 8-10
Viburnum opulus European Cranberrybush 8-12 / 10-15
Viburnum
Viburnum prunifolium Blackhaw Viburnum 12-15 / 10-15
Zenobia pulverulenta Dusty Zenodia 3-4 / 3-4
EVERGREEN SHRUBS (perimeter buffers & thoroughfare buffers)
Abelia grandiflora Glossy Abelia 4-6 / 3-5
Aucuba japonica Japanese Aucuba 4-5 / 3-4
Azalea hybrida Glen Dale Azalea 4-6 / 3-4
Berberi julianca Wintergreen Barberry 4-6 / 2-5
Berberi thunbergii Japanese Barberry 3-5 / 3-5
Buxus microphylla japonica Japanese Boxwood 4-5 / 3-4
Buxus sempervirens American Boxwood 3-6 / 3-4
Camellia japonica Camellia 8-10 / 5-7
Camellia sasanqua Sasanqua Camellia 8-10 / 5-7
Cleyera japonica Cleyera 10-15 / 5-6
Cryptomeria japonica ‘Globosa Nana’ Dwarf Japanese Cryptomeria 2-3 / 3 feet
Cytisus scoparius Scotch Broom 5-6 / 3-5
Elaeagnus x ebbingei Elaeagnus 8-10 / 6-10
Euonymus japonica Evergreen Euonymus 6-7 / 3-5
Gardenia jasminoides ‘Radicans’ Creeping Gardenia 1-2 / 2-3
Hydrangea macrophylla Bigleaf Hydrangea 3-6 / 4-6
Ilex crenata Japanese Holly 10-12 / 3-5
Ilex cornuta Burfordii Burford Holly 8-15 / 6-8
Ilex cornuta ‘Burfordii Nana’ Dwarf Burford Holly 4-6 / 3-4
Ilex cornuta ‘Carissa’ Carissa Chinese Holly 3-4 / 4-6
Ilex cornuta ‘Rotunda’ Dwarf Horned Holly 2-3 / 3-4
Ilex glabra Inkberry 6-9 / 4-7
Ilex vomitoria Yaupon Holly 5-15 / 6-12
Ilex vomitoria ‘Nana’ Dwarf Yaupon Holly 2-4 / 3-5
Juniperus chinecsis ‘Hetzii’ Hetzi Juniper 10-12 / 10-12
Kalmia latifolia Mountain Laurel 3-6 / 3-5
Ligustrum japonicum Japanese Privit 6-10 / 5-6
Ligustrum lucidum Wax leaf Privit 8-12 / 5-10
Magnolia virginiana Sweet Bay 10-12 / 8-10
Myrica cerifera Southern Waxmyrtle 10-12 / 8-10
Osmanthus heterophyllus Holly Osmanthus 6-10 / 3-5
Pittosporum tobira Pittosporum 8-10 / 6-9
Prunus laurocerasus ‘Otto Luyken’Otto Laurel 3-4 / 5-7
Prunus laurocerasus ‘Schipkaensis’ Schipka Laurel 4-5 / 5-8
Prunus laurocerasus ‘Zabeliana’ Zable Laurel 4-5 / 5-8
Taxus cuspidata Japanese Yew 4-6 / 5-7
Thuja orientalis Oriental Arborvitae 10-12 / 8-10
Viburnum japonicum Japanese Viburnum 10-12 / 8-10
Substitute plant material may be permitted with approval by the Planning Department
MS 115 B&B 2.5" CAL 10'MAGNOLIA STELLATA STAR MAGNOLIA
STREET TREES
PERIMETER BUFFERS
VJ 284 GAL.3 GAL 24"
CAMELIA SASANQUA SASANQUA CAMELIA
CAMELLIA JAPONICA CAMELLIA
VIBRUNUM JAPONICUM JAPANESE VIBURNUM
TYPE "C" BUFFER
TYPE "B" BUFFER
100'
25' MAX
10' MAX 20'100'
15', TYP *
8' MAX
* MAXIMUM SPACING FOR SMALL
DECIDUOUS TREES IS 30'.
10'-15'
VEGETATED SHELF
PLANTINGS
SLOPE STABILIZATION
(TURF GRASS)
SLOPE STABILIZATION
(NATIVE GRASS)SSxSSxSSxSSxSSxWx
Wx
Wx
WxWTLDWTLDWTLDWTLDWTLDWTLDWTLD 110
111
109
LOT
6,787 SQFT.
0.16 AC.
LOT
5,795 SQFT.
0.13 AC.
LOT
6,954 SQFT.
0.16 AC.77.71'110.00'75.84
'
110.00'
64
.
76
'
6
4
.
7
6
'72.93'XXXXXXXXWT
L
D
WT
L
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W
T
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2
5
.
1
2
'
85.16'73.87'185.03
'
41.73'XXXXXX75
LOT
151.
9
8
'
74
LOT
11,888 SQFT.
0.27 AC.WW
W
SS
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SS
WTLD
xSSxSSxSSxWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD103
104
105
101102
LOT
6,210 SQFT.
0.14 AC.
LOT
5,900 SQFT.
0.14 AC.LOT
5,924 SQFT.
0.14 AC.
LOT
LOT
5,732 SQFT.
0.13 AC.57.73'39.27'30.00'110.00'30.24'8.91'
3
0
.
7
7
'
32.61'29.92'
29.92'20.45'110.00'65.93'
41.35'110.00
'
66.20'
1
1
0
.
0
0
'66.20'SSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L-02 SCM PLANTING PLAN.DWGPLOTTED: 6/20/2018 4:12 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
1.WET POND PLANTINGS SHALL CONTAIN A MINIMUM OF 3 DIVERSE SPECIES OF SHALLOW WATER AND
SHALLOW LAND HERBACEOUS VEGETATION ON THE VEGETATED SHELF. MINIMUM 50 PLANTS PER 200 SF OF
VEGETATED SHELF AREA. SEE TABLE THIS SHEET FOR LIST OF APPROVED PLANTS. WETLAND SEED MIX IS
NOT AN ACCEPTABLE SUBSTITUTE FOR PLANTINGS. WETLAND SEED MIX MAYBE USED WITH IN POOL.
2.SHALLOW WATER PLANTS SHALL BE PLANTED WITHIN AREA OF VEGETATED SHELF SUBMERGED 6 INCH IN THE
PERMANENT POOL. SHALLOW LAND PLANTS SHALL BE PLANTED WITHIN AREA OF VEGETATED SHELF
UN-SUBMERGED IN THE PERMANENT POOL.
3.PLANTS SHALL BE OF AT LEAST 4 CUBIC INCH CONTAINER SIZE.
4.SPACING OF PLANTINGS SHALL BE 24" TO 36" ON CENTERS.
5.IF TREES AND SHRUBS ARE PLANTED FOR AESTHETICS PER OWNER'S REQUEST, THEY SHALL BE OUTSIDE OF
THE POND AND SELECTED TO MAXIMIZE SHADING. NO TREES SHALL BE PLANTED WITHIN THE EMBANKMENT
OF THE POND.
6.TOP OF BERMS AND SLOPES SURROUNDING POND SHALL BE SEEDED WITH CENTIPEDE GRASS.
7.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL
GREATER THAN 2 INCHES IN DIAMETER.
8.THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED
WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OR IRON
SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE.
9.TOPSOIL CAN BE NATIVE IF STOCKPILED ON-SITE SOILS OR IMPORTED TO THE SITE FROM OTHER LOCATIONS.
PROVIDE SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FACILITY.
BMP LANDSCAPE NOTES:
LEGEND:
HERBACEOUS PLANTS
ACORUS SUBCORDATUM SWEETFLAG
ALISMA SUBCORDATUM WATER PLANTAIN
HYDROLEA QUADRIVALVIS WATERPOD
IRIS VIRGINICA BLUE FLAG IRIS
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH
LUDWIGIA SPP. PRIMROSE WILLOW
PELTANDRA VIRGINICA ARROW ARUM
PONTEDERIA CORDATA PICKERELWEED
SAGITTARIA LATIFOLIA DUCK POTATO
SAGITTARIA LANCIFOLIA BULLTONGUE
SAURURUS CERNUUS LIZARD’S TAIL
SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH
SCHOENOPLECTUS AMERICANUS THREE-SQUARE BULRUSH
SCHOENOPLECTUS PUNGENS VAR. PUNGENS
SCIRPUS CYPERINUS WOOLGRASS
ZIZANIOPSIS MILIACEA GIANT CUTGRASS
SHALLOW WATER PLANT LIST
BOTANICAL NAME COMMON NAME
HERBACEOUS PLANTS
ASCLEPIAS INCARNATA SWAMP MILKWEED
CAREX TENERA QUILL SEDGE
CHELONE GLABRA WHITE TURTLEHEAD
EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED
EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED
HIBISCUS COCCINEUS SCARLET ROSE MALLOW
HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
KOSTELETZKYA VIRGINICA SEASHORE MALLOW
LOBELIA CARDINALIS CARDINAL FLOWER
LOBELIA ELONGATA LONGLEAF LOBELIA
LOBELIA SIPHILITICA GREAT BLUE LOBELIA
RHYNCHOSPORA COLORATA STARRUSH WHITETOP
SACCHARUM BALDWINII NARROW PLUMEGRASS
SHALLOW LAND PLANT LIST
BOTANICAL NAME COMMON NAME
SHRUBS
ARONIA ARBUTIFOLIA RED CHOKEBERRY
CEPHALANTHUS OCCIDENTALIS COMMON BUTTONBUSH
CLETHRA ALNIFOLIA SWEET PEPPERBUSH
CORNUS AMOMUM SILKY DOGWOOD
CYRILLA RACEMIFLORA TITI
GORDONIA LASIANTHUS LOBLOLLY BAY
HYPERICUM DENSIFLORUM BUSHY ST. JOHNSWORT
ILEX DECIDUAS POSSUMHAW
ILEX GLABRA INKBERRY
ITEA VIRGINICA VIRGINIA SWEETSPIRE
ROSA PALUSTRIS SWAMP ROSE
VACCINIUM CRASSIFOLIUM CREEPING BLUEBERRY
VIBURNUM NUDUM VAR. NUDUM POSSUMHAW
SCALE:
1
L-02
WET POND #1 - PLAN VIEW
1"=30'
N
SCALE:
2
L-02
WET POND #2 - PLAN VIEW
1"=30'
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
WET POND PLANTING PLAN L-021"=30'
PLANTING QUANTITIES
SHELF AREA SHRUBS REQUIRED
1,979 SF 495 PLANTS
**MINIMUM 50 PLANTS PER 200 SF OF VEGETATED SHELF AREA**
BMP
1
2,979 SF 745 PLANTS2
3:1 SLOPE
STABILIZE WITH TURF
GRASS
REFER TO TABLES ON
THIS SHEET FOR
PLANTING LIST &
QUANTITY
3:1 SLOPE
STABILIZE WITH NATIVE
GRASS (NO WEEPING LOVE
GRASS)
VARIABLE WIDTH PRIVATE
BMP ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE SCM
ACCESS
EASEMENT
SCALE:
3
L-02
WET POND #3 - PLAN VIEW
1"=30'
2,022 SF 506 PLANTS3
VARIABLE WIDTH PRIVATE
BMP ACCESS &
MAINTENANCE EASEMENT
REFER TO TABLES ON
THIS SHEET FOR
PLANTING LIST &
QUANTITY
3:1 SLOPE
STABILIZE WITH TURF
GRASS
3:1 SLOPE
STABILIZE WITH NATIVE
GRASS (NO WEEPING LOVE
GRASS)
30' PRIVATE SCM
ACCESS & STORM
DRAIN EASEMENT
20' PUBLIC UTILITY
EASEMENT
3:1 SLOPE
STABILIZE WITH NATIVE
GRASS (NO WEEPING LOVE
GRASS)
VARIABLE WIDTH PRIVATE BMP
ACCESS & MAINTENANCE
EASEMENT
3:1 SLOPE
STABILIZE WITH TURF
GRASS
REFER TO TABLES ON
THIS SHEET FOR
PLANTING LIST &
QUANTITY
30' PRIVATE SCM
ACCESS & STORM
DRAIN EASEMENT
20' PRIVATE
STORM DRAINAGE
EASEMENT
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-01 SITE AND STREET DETAILS I.DWGPLOTTED: 6/20/2018 4:12 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SITE AND STREET DETAILS I D-01N.T.S.
SCALE:
5
D-01
STANDARD CONCRETE SIDEWALK
NTS SCALE:
6
D-01
STANDARD CONCRETE CURB & GUTTER
NTS
SCALE:
7
D-01
STANDARD DRIVEWAY APRON
NTS SCALE:
8
D-01
TRENCH & PAVEMENT REPAIR SECTIONS
NTS
LC RD.
50' PROPOSED ROW
12'
2.5'
29' ROADWAY
12'
2%2%
TIE TO EXISTING
2.5'
30" VALLEY CURB
& GUTTER
10.5'10.5'
TIE TO EXISTING
1" SF9.5A
1.5" S9.5B 4.5'5'
SIDEWALK
1'
2%
30" VALLEY CURB
& GUTTER
2%
4.5'5'
SIDEWALK
1'
8" CABC
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
8" CABC
SCALE:
1
D-01
TYPICAL STREET SECTION
NTS
RESIDENTIAL STREET - TYPE 4, 5 & 6
SCALE:
2
D-01
TYPICAL STREET SECTION
NTS
CUL-DE-SAC
6' STREET TREE EASEMENT 6' STREET TREE EASEMENT
2:1 M
A
X.
2:1
M
A
X
.
2:1
M
A
X
.
2:1 MA
X.
2:1
M
A
X
.
2:1 MAX.
2:1 M
A
X.
2:1 M
A
X
.
60'
EXISTING ROW
EXISTING SLOPE
R/W R/W
2:1
M
A
X
.
2:1 M
A
X.
2:1 M
A
X.
2:1
M
A
X
.
49' FUTURE BC-BC
16' FUTURE CENTER
TURN LANE
14' FUTURE
THRU LANE
FULL PAVEMENT SECTION
3" S9.5C
4" I-19.0C
10" ABC*
1.5" OVERLAY
EXISTING STRIPING
10' RIGHT OF WAY
DEDICATION
80' FUTURE RIGHT OF WAY
4.5'
UTILITY
STRIP
10' ASPH.
SIDE PATH 1'
70' RIGHT OF WAY
14' FUTURE
THRU LANE
CL
SCALE:
3
D-01
TYPE 9 TYPICAL STREET SECTION
NTS
OLD HONEYCUTT ROAD MINOR THOROUFHFARE
FUTURE WIDENING
22'± EX. PVMT 10'±
VARIES
0-5'
30" STANDARD
CURB & GUTTER
FULL PAVEMENT SECTION
3" S9.5C
4" I-19.0C
10" ABC*
COMPACTED
SUBGRADE
A
A SURFACE COURSE
CABC BASE COURSEC
PAVEMENT
SECTION
B INTERMEDIATE COURSE
PAVEMENT
TYPE
MINIMUM
LIFT (IN)
MAXIMUMLIFT (IN)
S 4.75A 0.5 1.0
SF 9.5A 1.0 2.0
1.5 2.0
2.5 4.0
5.5
B 37.5C 4.5 6.0
3.0
S 9.5X**
I 19.0X**
B 25.0X**
SINGLE LIFT DEPTHS TABLE*
*MINIMUM LAYER THICKNESS IS APPROXIMATELY 3
TIMES THE NOMINAL MAXIMUM AGGREGATE SIZE.
**CAN BE TYPE B,C OR D.
PAVEMENT THICKNESS TABLE
THICKNESS TYPE
10"
3"
4"
B
C
PRIME COAT
TACK COAT STANDARD 30"
CURB & GUTTER
6"
31
2" MIN.
1:1 SLOPE
1:1 SLOPE
1.5' WIDE, 1.5"
MILL & OVERLAY
LAP JOINT
EXISTING
PAVEMENT
CURB &GUTTER SECTION
S9.5B
I19.0B
CABC*
* SUBSTITUTE 10" ABC WITH 5" ASPHALT BASE (B-25.0B) WHEN
WIDTH OF PAVEMENT IS 6 FEET OR LESS
SCALE:
4
D-01
PAVEMENT SECTIONS
NTS
OLD HONEYCUT ROAD TYPICAL
LAP JOINT
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-02 SITE AND STREET DETAILS II.DWGPLOTTED: 6/20/2018 4:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SITE AND STREET DETAILS II D-02N.T.S.
SCALE:
1
D-02
WHEELCHAIR RAMP 1 OF 3
NTS SCALE:
2
D-02
WHEELCHAIR RAMP 2 OF 3
NTS
SCALE:
4
D-02
WHEELCHAIR RAMP 3 OF 3
NTS
2"
10"
4", TYPICAL
1"
3"
RAIL
FINISHED
(TYP.)
CONC. FOOTING
3000 PSI12"4"
2'-0"
(TYP.)
CONC. FOOTING
3000 PSI12"4"
2'-0"
x16GA.
x12GA.
PICKET
POST
GRADE
STANDARD LEAF WIDTH
PER MANUFACTURER - MAX 8'48"NOTES:
1.FENCE SHALL BE ALUMINUM POWER COATED WITH BLACK PAINT.
2.DIMENSIONS MAY VARY. MAX HEIGHT IS 48".
RAIL
SCALE:
5
D-02
DECORATIVE FENCE
NTS
48 3/16"
62 9/16"
17 7/8"
16 5/8"
1P
6
8
7
5
4
3
2
1
OUTGOING MAIL
11
30 1/4"
12 7/8"
30 1/2"
3 1/4""
14
13
12
15
16
17
18
2P
9
10 19
SCALE:
3
D-02
CLUSTER MAIL BOX
NTS
COLOR OF KIOSK TO
BE PER OWNER'S
REQUEST
NOTE:
1.MULTIPLE UNIT BOXES MAY BE NEEDED TO SUPPLY NUMBER OF UNITS
2.DIMENSIONS SHOWN MAY VARY PER MANUFACTURER.
3.A DECORATIVE CAP & BASE IS REQUIRED ON ALL CLUSTER BOX UNITS.
DECORATIVE CAP & BASE SHOW ON THIS DETAIL FOR ILLUSTRATIVE
PURPOSES ONLY. ACTUAL OWNER SPECIFIC KIOSK MAY HAVE
DIFFERENT CAP & BASE.
DECORATIVE
PEDESTAL
DECORATIVE
PEDESTAL
DECORATIVE
CAP
DECORATIVE
CAP
FRONT VIEW SIDE VIEW
Geogrid Installation on Curves
H / 2
H / 2
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Place Additional Pieces of Geogrid
When Angle Exceeds 20°
Drainage Fill20°Additional Drainage Fill
Extend Wall Height / 2
Geogrid Installation at Corners
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
2. Corner units recommended for outside
corners. Availability May Vary.
H / 4
H / 4
H / 2
H / 2
Additional Drainage Fill
Extend Wall Height / 2
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)Additional Geogrid Overlap
Extend Wall Height / 4
Drainage Fill
Compac Unit
Compac Elevation
Compac Plan
Cap Unit Elevation
Cap Unit Plan12'' ±18''8''4''18''10 1/2" ±Geogrid is to be Placed on Level
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin ConnectionStrength DirectionStraight Split
Cap Unit Option
Dimensions & Availability Will
Vary by Region
Dimensions May Vary
by Region
Compac Unit
8"
Depth:
Height:
12"
Width:18"
Weight:90 lbs
Compac Unit/Base Pad Isometric Section View
Cap Unit
Weight:
Height:
Depth:
Width:
50 lbs
18"
10 1/2"
4"
Dimensions & Weight May Vary by Region
Base Leveling Pad Notes:
1. The leveling pad is to be
constructed of crushed stone
or 2,000 psi± unreinforced
concrete
2.The base foundation is to be
approved by the site geotechnical
engineer prior to placement of the
leveling pad.
Excavation
Limits
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
Unit Face
Section
Leveling Pad Detail
W6"
W + 12"
Elevation
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
8" or 16"
Step
Note:
1. The leveling pad is to be constructed of
crushed stone or 2000 psi ± unreinforced
concrete.
1/2" x 5 1/4"
Fiberglass Pins
Front Face
Top of Wall Steps
(2) - 4" Cap Units or (1) -
8" Cap Unit
Note:
1. Secure all cap units with Keystone
Kapseal or equal.
8" Keystone
Unit
4" Cap Unit
1.5' ±
Geogrid
CompacII Unit - Near Vertical Setback
Steel Fence or Railing
Concrete Filled Tube or
Form 8' o.c. Max.3' Min.Concrete Filled Tube or
Form 8' o.c. Max.
Fence Plan
Detail Fence Section & Plan Detail
Note:
Concrete filled tube or form to be set during the wall
construction, not drilled through geogrid afterwards.
when directly behind units.
Keystone
Compac
Unit
Keystone 4"
Cap Unit
SCALE:
6
D-02
RETAINING WALL DETAILS
NTS
GENERAL NOTES:
1.RETAINING WALL SHALL BE INTEGRALLY TINTED BROWN, RUST OR EARTH TONE.
2.DETAILS SHOWN REPRESENT A GENERIC SET OF STANDARDS THAT SHALL BE MET.
CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS TO THE OWNER FOR APPROVAL
PRIOR TO OBTAINING BUILDING PERMIT FROM TOWN OF FUQUAY-VARINA.
Compac Unit - Near Vertical Setback
Reinforced Soil
Retained Soil
Typical Reinforced Wall Section
Foundation Soil Design Height8" Min. Low Permeable Soil
24"
Grid Depth
Keystone Cap Unit
Keystone Compac
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Finished Grade
Unreinforced Concrete
or Crushed Stone
Leveling Pad
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
Note:
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
1/8" - 1/4"
8"
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-03 WATER DETAILS I.DWGPLOTTED: 6/20/2018 4:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
WATER DETAILS I D-03N.T.S.
SCALE:
2
D-03
STANDARD HYDRANT INSTALLATION
NTS
SCALE:
3
D-03
STANDARD 2" BLOW-OFF ASSEMBLY
NTS SCALE:
4
D-03
STANDARD REACTION BLOCKING
NTS
SCALE:
1
D-03
STANDARD HYDRANT LOCATION
NTS
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-04 WATER DETAILS II.DWGPLOTTED: 6/20/2018 4:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
WATER DETAILS II D-04N.T.S.
SCALE:
4
D-04
STANDARD 3/4" & 1" METER BOX INSTALLATION
NTS
SCALE:
1
D-04
STANDARD VALVE BOX INSTALLATION
NTS
SCALE:
3
D-04
STANDARD REDUCED PRESSURE BACKFLOW PREVENTER
NTS
SCALE:
2
D-04
STANDARD VALVE BOX INSTALLATION
NTS
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-05 SANITARY SEWER DETAILS.DWGPLOTTED: 6/20/2018 4:14 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
SANITARY SEWER DETAILS D-05N.T.S.
SCALE:
1
D-05
STANDARD DROP MANHOLE FOR SEWER SERVICE
NTS SCALE:
2
D-05
STANDARD PRECAST MANHOLE
NTS SCALE:
3
D-05
STANDARD MANHOLE RING & COVER ENCASEMENT
NTS
SCALE:
4
D-05
BEDDING FOR FLEXIBLE & SEMIRIGID SANITARY SEWER PIPE
NTS
SCALE:
5
D-05
STANDARD SANITARY SEWER TAP & SERVICE
NTS
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-06 STORM DRAINAGE DETAILS.DWGPLOTTED: 6/20/2018 4:14 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
STORM DRAINAGE DETAILS D-06N.T.S.
SCALE:
1
D-06
CONCRETE CATCH BASIN 1 of 2
NTS SCALE:
2
D-06
CONCRETE CATCH BASIN 2 OF 2
NTS SCALE:
3
D-06
FRAME, GRATES, AND HOOD 1 OF 2
NTS
SCALE:
4
D-06
FRAME, GRATES, AND HOOD 2 OF 2
NTS
SCALE:
7
D-06
FLARED END SECTION
NTS
REFER TO D-06 FOR
RIP-RAP DETAIL
GENERAL NOTES:
ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
2.
1.
4.
PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
END VIEW
5.
THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
3.
SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
PLAN
6.
REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.TETC B
L = LENGTH
TABLE OF DIMENSIONS
D T A B C E L WT.
12"2-1/4"4"2'-0"4'-1"2'-0"6'-1"730
15"2-1/4"6"2'-3"3'-10"2'-0"6'-1"730
18"2-1/2"9"2'-3"3'-10"3'-0"6'-1"1190
24"3"10"3'-8"2'-6"4'-0"6'-2"1770
30"3-1/2"1'-0"4'-6"1'-8"5'-0"6'-2"2380
36"4"5'-3"2'-11"6'-0"8'-2"5320
42"4-1/2"5'-3"2'-11"6'-6"8'-2"5920
48"5"6'-0"2'-2"7'-0"8'-2"7470
54"5-1/2"5'-6"2'-10"7'-6"8'-4"8810
60"6"5'-0"3'-3"8'-0"8'-3"11180
66"6-1/2"6'-0"2'-3"8'-6"8'-3"12530
72"7"6'-6"1'-9"9'-0"8'-3"13980
1'-3"
1'-9"
2'-0"
2'-3"
2'-6"
3'-0"
3'-0"TDTTDTD+1"AT TE
CL
D 18"SECTION
NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.7.
CL
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
4"
3:1 SL
O
P
E
ALTERNATE WALL
CONFIGURATION
1'-6"
SCALE:
5
D-06
CONCRETE DROP INLET
NTS
SCALE:
8
D-06
STANDARD OPEN THROAT YARD INLET
NTS
SCALE:
6
D-06
DROP INLET FRAME & GRATE
NTS
SCALE:
9
D-06
OFF-SET CATCH BASIN
NTS
1-1/2" COVER (TYP.)
8" CLEAR
8" MIN.
9-3/4"
STANDARD FRAME, GRATE AND HOOD
PER NCDOT STD. 840.03
MANHOLE FRAME AND
COVER
#4 REBAR @ 6" O.C. BOTH WAYS
(TYP.).
PROPOSED SIDEWALK OR
PLANTING STRIP
SLOPE 1"/FT.
SELECT BACKFILL OR
FLOWABLE FILL (SEE
NOTE)
PROVIDE CATCH BASIN PER
NCDOT 840.01
#4 REBAR DOWEL @ 12"
O.C.8"
16"
DOWEL DETAIL
1/2" CEMENT MORTAR
TYP.
6" MIN.
SEE APPROPRIATE
ROADWAY SECTION
PROVIDE STEPS @ 12" O.C. PER
NCDOT 840.66
2'
NOTES:
1.USE NCDOT 840.03 TYPE E, F & G GRATES UNLESS OTHERWISE NOTED.
2.MORTAR JOINTS 1/2"± 1
8" THICK
3.CHAMFER ALL EXPOSED CORNERS 1".
4.ALL STEEL SHALL HAVE 3" CLEAR OF EDGE OF CONCRETE UNLESS OTHERWISE NOTED.
5.USE CLASS "B" CONCRETE THROUGHOUT. CATCH BASIN SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS.
6.USE FORMS FOR CONSTRUCTION OF BOTTOM SLABS.
7.CONCRETE BLOCK SHALL COMPLY WITH THE REQUIREMENTS OUTLINED IN NCDOT STANDARD SPECIFICATIONS - SECTION 840.
8.PRE-CAST OR CAST IN PLACE BOXES CAN BE CONSTRUCTED IN-LIEU OF CONCRETE BLOCK CATCH BASIN. CONTRACTOR TO
SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL. ALL BOXES MUST MEET NCDOT STANDARDS.
9.IF DISTANCE IS LESS THAN 12", EXCAVATEABLE FLOWABLE FILL SHALL BE USED SPANNING A MINIMUM OF 10' ON EITHER SIDE
OF UTILITY CROSSING.
3"
PROVIDE CONCRETE SUPPORT BLOCKS AT
ENDS OF CATCH BASIN
6" MIN.
2" KEY MIN.
#4 REBAR DOWEL @ 12"
O.C.
#4 REBAR DOWEL @ 12"
O.C.
26" (< 24" Ø)
46" (24"-30" Ø)
VARIES
12"-48"8"-18"#4 REBAR DOWEL @ 6"
O.C.B.W
EXISTING UTILITY LINE
TELECOMM 41"-48" BELOW EG
FORCEMAIN 38"-40" BELOW EG
TOWN OF FUQUAY-VARINA
STANDARD DETAILS YARD INLET WITH CONCRETE SLAB 110.06
PLAN
43" MIN.
43" MINIMUM
35" MIN.35" MIN.4"
8"
4"
8"
PIPE
OPENING
4"
8"
4"
SECTION
5:1 MAX.
STANDARD MANHOLE RING AND COVER MAY BE CAST IN
SLAB OR SECURED TO TOP OVER STEPS
CONCRETE SLAB DESIGNED FOR
EXPECTED LOADING
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED.
2. STANDARD STEPS REQUIRED, 16 INCHES ON CENTER, WHERE DEPTH EXCEEDS 3
FEET.
3. USE MINIMUM 3000 P.S.I. CONCRETE MIX.
4. INSIDE DIMENSION FOR 24 INCH PIPE AND GREATER USE PIPE DIAMETER PLUS 12
INCHES.
5. WHERE DEPTH EXCEEDS 3 FEET, MANHOLE RING AND COVER TO BE LOCATED OVER
STEPS.
6. LETTERING FOR MANHOLE COVER SHALL BE "STORMWATER".
STANDARD
STEPS
VARIABLE
VARIES
6" MINIMUM
3000 P.S.I. CONCRETE
1 COURSE
STANDARD STEPS 16"
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-07 LANDSCAPE DETAILS.DWGPLOTTED: 6/20/2018 4:15 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
LANDSCAPE DETAILS D-07N.T.S.
SCALE:
1
D-07
TREE STAKING & PLANTING DETAIL
NTS
VARIES
COVER SAND RING WITH 4" OF
MULCH. DO NOT PILE MULCH
AGAINST TRUNK OF TREE
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE
ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND
BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS
AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES
THAT EXTEND TO THE EDGE OF THE CROWN. STAKE
TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE
ARCHITECT MARK THE NORTH SIDE OF THE TREE IN THE
FIELD, BEFORE TRANSPLANTING, AND WHEN
TRANSPLANTING ROTATE TREE TO FACE
NORTH, WHENEVER POSSIBLE.
PLAN VIEW
FILL ALL AIR POCKETS BETWEEN ROOT BALL AND
EXISTING UNDISTURBED SOIL WITH SANDY LOAM
BEING SURE TO LEAVE NO AIR POCKETS
2'(MIN.)6"12"2' MIN.12"
PLAN
TREE WRAP
BACKFILL MIX
PAINTED FLUORESCENT ORANGE
COVERED W/2-PLY RUBBER HOSE
WHITE FLAGGING (TYP.)
DOUBLE STRAND 12 GAUGE WIRE
8" 2-PLY RUBBER HOSE
8' STEEL TEE POST- 3 REQUIRED AT 120°
4 INCHES MULCH
FROM TOP 1/3 OF THE BALL
REMOVE BURLAP & ROPE
UNDISTURBED SUBSOIL
4 INCH DEEP SAUCER
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)12"12"
FROM TOP 1/3 OF THE BALL
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.2'(MIN.)REMOVE BURLAP & ROPE
UNDISTURBED SUBSOIL
BACKFILL MIX
8' STEEL TEE POST- 3 REQUIRED AT 120°
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2-PLY RUBBER HOSE
PAINTED FLUORESCENT ORANGE
TO PROVIDE
FOR PLANTING
CUT BACK SLOPE
A FLAT SURFACE 6"EXISTING GROUND
WHITE FLAGGING (TYP.)
4 INCHES MULCH
TREE WRAP
4 INCH DEEP SAUCER
8" 2-PLY RUBBER HOSE
PLAN
4 INCHES MULCH
(SEE LANDSCAPE NOTES
FOR TYPE OF MULCH)
IF SHRUB IS B & B, THEN
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
4 INCHES MULCH
(SEE LANDSCAPE NOTES
FOR TYPE OF MULCH)
IF SHRUB IS B & B, THEN REMOVE
BURLAP & ROPE FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL6"CUT BACK SLOPE TO
PROVIDE A FLAT SURFACE
FOR PLANTING
EXISTING GRADE OR
PROPOSED GRADE
INJECT ROOT STIMULATOR
MIX AT LOCATIONS SHOWN
1'-6"
TOP OF ROOT BALL
METAL TEE STAKES (3)
DOUBLE STRAND 12 GAUGE WIRE
WHITE FLAGGING (TYP.)1'-6"12" LENGTH, 1" DIA
2-PLY RUBBER HOSE
AT TREE
TREE TRUNK
DEPENDING ON
SIZE OF TREE SPADE
WHITE FLAGGING (TYP.)
SAND RING
3" H X 12" W
12"
7" TOTAL MULCH AND SAND
WASH SAND INTO AIR POCKETS
TREE SPADE ROOT BALL (SIZE VARIES
WITH SIZE OF TREE SPADE)
12" LENGTH, 1" DIA 2-PLY RUBBER HOSE
DOUBLE STRAND 12 GAUGE WIRE COVERED
WITH RUBBER HOSE AT TREE
TOP OF ROOT BALL
4 INCHES MULCH EXTENDING 12" MIN
FROM ROOT BALL
8' STEEL TEE POST (3 PER TREE) TO
BE DRIVEN 3' BELOW GRADE
EXISTING GRADE
EXISTING UNDISTURBED SOIL
NOTE: PLANT TREE 2"-4" ABOVE GRADE 6"RUBBER HOSE AT CONTACT POINT
WRAP TRUNK OF TREE WITH STANDARD
TREE WRAPPING PAPER (CRAPE) STARTING
FROM BOTTOM WINDING UPWARDS
UNITE BALLING STRING FROM BASE
OF TRUNK
ALLOW THIN LAYER OF SOIL TO
COVER BALL
HARDWOOD OAK STAKES (WOOD STAKING SHALL
NOT CONTAIN CHROMATED COPPER ARSENATE
(CCA)) (3 STAKES SPACED EQUIDISTANT)
BERM SIZE TO BE PROMINENT
COMPACT OUTER EDGE WITH FOOTPRINT
DEPRESSION FOR WATER ACCUMULATION
PEEL BACK BURLAP
HOLE DEPTH TO EQUAL BALL DEPTH W/BALL
1/3 - 1/2 ABOVE EXISTING GRADE
1/4" NYLON CORD
TWICE RADIUS OF ROOT BALL
1' +
MULCH
EDGE
2/3 HEIGHT OF TREE(LIMB-UP BEFORESTAKING)ROOT BALL TO BE 1/3 - 1/2 ABOVE EXISTING
GRADE BASED ON SOIL DRAINAGE
- SOIL AMENDMENTS ARE NOT REQUIRED
FOR TREES
- LIMB UP TREE (2/3 HEIGHT PRIOR TO STAKING.
CONTACT POINT FOR RUBBER HOSE TO BE LATERAL
BRANCH AND NOT MAIN TRUNK.
SCALE:
2
D-07
TREE PLANTING
NTS SCALE:
3
D-07
TREE PLANTING ON SLOPE
NTS
SCALE:
4
D-07
MACHINE DUG TREE PLANTING
NTS
SCALE:
6
D-07
SHRUB PLANTING
NTS
SCALE:
5
D-07
SHRUB PLANTING ON SLOPE
NTS
NOTE:
1.PLANT TREES WITH A MINIMUM CALIPER OF TWO INCHES MEASURED
SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN
TWO FEET IN DIAMETER AND 16 INCHES IN DEPTH.
2.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL.
TREES PLANTED IN IN THE SUMMER RUN THE RISK OF DEHYDRATION.
3.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END
OF HEAD-IN PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM
CAR OVERHANGS.
4.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL
AND AT LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL
DIMENSION.
5.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS
COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED
OR LOOSENED WITH A PICK AX OR SHOVEL.
6.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE
CONDITIONS. WHERE POOR DRAINAGE EXISTS, THE TREE PIT SHOULD
BE DUG AT LEAST AN ADDITIONAL TWELVE INCHES WIDER AND THE
SOIL AMENDED TO ALLOW ROOTS GROW PROPERLY.
7.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER.
ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE
THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS.
8.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED
WITH STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT
SYSTEM BEGINS TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE
YEAR.
9.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE
EXCAVATION IN ORDER TO RETAIN MOISTURE AND KEEP DOWN WEEDS.
AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE
PROVIDED TO FORM A BASIN AROUND THE TRUNK OF THE TREE. THIS
SAUCER HELPS CATCH AND RETAIN MOISTURE.
10.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING,
PRUNING AND FERTILIZING, IS A MUST FOR STREET AND PARKING LOT
TREES. PRUNE OFF BROKEN OR DAMAGED BRANCHES.
BARN &
SHELTERS
OLD HON
E
Y
C
U
T
T

R
O
A
D
(60' PUBLI
C

R
/
W
)
BARN
WOODLINEWOODLINE
WOODLINE
WOODLINE
WOO
D
L
I
N
E
wv
wv
fh
fh
fh
fh
RCP
catv-vault
catv-vaultSSxSSxSSxSSxSSxSSxSSxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
SIDE
W
A
L
K
FEN
C
E
FOM
FOM
FOM
CB
RCP
RCP
RCP
RCP
CPP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
MH
Wx
Wx
Wx
Wx
FLDFLDFLDFLDFLDFLDFLDFLDFLDFL
D
BARN &
SHELTERS
BARN
WOODLINEWOODLINE
WOODLINE
WOODLINE
WOOD
L
I
N
E
BOC
SIDE
W
A
L
K
FENC
E
SIGN FLDFLDFLDFLDFLDFLDFLDFLDFLDFL
D
FLDFLDFLDFLDFLDFLDFLD370
360350
3603
7
0
350350
350340340330
FLDFLDFLDFLD
F
L
D
DRAINAGE AREA
TIME OF CONCENTRATION
WOODED AREA
IMPERVIOUS SURFACE
PROPERTY AREA
MANAGED OPEN SPACE
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-01 PRE-DEVELOPMENT DRAINAGE AREA MAP.DWGPLOTTED: 6/20/2018 4:15 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
N
100'200'
SCALE IN FEET
50'100'
SCALE: 1 IN = 100 FT
SCALE IN FEET
HORIZONTAL
0
PRE-DEVELOPMENT DRAINAGE AREA MAP SW-01AS SHOWN
1.PLANIMETRICS & TOPOGRAPHY SHOWN PER SURVEYED
INFORMATION
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES:
DRAINAGE AREA #2
AREA = 11.51 AC
CN = 65
Tc = 18.40 MIN.
POA #2
EXISTING
CULVERT
TIME OF CONCENTRATION
PATH
TIME OF CONCENTRATION
PATH
SCALE:
2
SW-01
OVERALL DRAINAGE BASIN PLAN
1"=400'
SCALE:
1
SW-01
PROPERTY DRAINAGE BASIN PLAN
1"=100'
LEGEND:
POA #1
DRAINAGE
FEATURE
POA #2
EXISTING
CULVERT
POA #1
DRAINAGE
FEATURE
DRAINAGE AREA #1
AREA = 22.97 AC
CN = 56
Tc = 23.50 MIN.
OVERALL DRAINAGE BASIN
TO POA# 1
AREA = 123.84 AC
400'800'
SCALE IN FEET
200'400'
SCALE: 1 IN = 400 FT
SCALE IN FEET
HORIZONTAL
0
WT
L
D
WTLDWTLDWTLDWTLDWTLDC1
C2
L1L2
L3
L4
L5L6WTLDWTLD
WTLD
WTL
D
SSxSSxSSxSSxSSxSSxSS xSIDE
W
A
L
K
FEN
C
E
W
T
L
D
W
T
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD110
103
111
104
112
105
106
107
108
109
101
58
85
83
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
1
102
79
84
94
82
90
78
92
95
87
91
93
80
89
86
99
100
96
59
56
55
63
47
51
50
60
64
49
65
53
57
62
48
52
97
98
46
21
41
33
22
23
34
42
43
24
25
44
26
45
38
39
19
32
20
40
28
27
30
31
73 70 6972
66
67
SCHOOLSCHOOLX2
3
75
76
77
81
88
54
61
29
37
36
35
68
116
114
113
123
131
124
132
125
133
118
126
134
119
127
120
128
121
129
122
130
115
135
117
74
71
XXDRAINAGE AREA
TIME OF CONCENTRATION
WOODED AREA
IMPERVIOUS SURFACE
PROPERTY AREA
MANAGED OPEN SPACE
N
100'200'
SCALE IN FEET
50'100'
SCALE: 1 IN = 100 FT
SCALE IN FEET
HORIZONTAL
0
POST-DEVELOPMENT DRAINAGE AREA MAPSW-021"=100'
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-02 POST-DEVELOPMENT DRAINAGE AREA MAP.DWGPLOTTED: 6/20/2018 4:16 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
DRAINAGE AREA #2
TO SCM
AREA = 12.97 AC
CN = 82
Tc = 5 MIN.
SCM#2
SCM#1
PEAK FLOW SUMMARY TABLE:
TIME OF CONCENTRATION
PATH
POA #2
DRAINAGE AREA #1
BY-PASS
AREA = 7.03 AC
CN = 58
Tc = 11.70 MIN.
DRAINAGE AREA #1
TO SCM
AREA = 4.80 AC
CN = 79
Tc = 5 MIN.
1.PLANIMETRICS & TOPOGRAPHY SHOWN PER SURVEYED
INFORMATION
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES:
LEGEND:
SCM#3
DRAINAGE AREA #3
TO SCM
AREA = 8.20 AC
CN = 84
Tc = 5 MIN.
DRAINAGE AREA #2
BY-PASS
AREA = 1.84 AC
CN = 63
Tc = 8.10 MIN.
TIME OF CONCENTRATION
PATH
POA #1
OFF-SITE AREA
FROM E-35 SITE
eip
clrd
clrd
clrd
clrd
clrd
eis
clrd
clrd
clrd WTLDWTLDWTLDWTLDWTLDWTLDWTLDBARN &
SHELTERS
OLD HON
E
Y
C
U
T
T

R
O
A
D
(60' PUBLI
C

R
/
W
)
BARN
S 89°28'35"E 1455.90'
234.30'600.09'425.79'195.72'S 00°57'59"E 1020.24'N 89°54'52"E 306.16'S 00°29'51"W 244.28'230.40'C1
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TOWN OF FUQUAY-VARINA
D.B.14649, PG.1354
B.O.M.2018, PG.442
ZONING: PUD
RON ECKLUND
CYNTHIA L. ECKLUND
D.B.13670, PG.2329
B.O.M.1980, PG.486
ZONING: RA
JANIS W. ELDREDGE
WYMA G. ELDREDGE
D.B.7427, PG.906
B.O.M.1980, PG.486
ZONING: RA
JAMES E. JOINES
KELLY G. JOINES
D.B.9023, PG.005
B.O.M.1980, PG.486
ZONING: RA
DONALD J. SARGENT
JOYCE ANN SARGENT
D.B.7319, PG.716
B.O.M.1980, PG.486
ZONING: RA
KENNETH W. ERICKSON
D.B.2783, PG.795
B.O.M.1978, PG.589
ZONING: RA
DEERE & COMPANY
D.B.14947, PG.362
B.O.M.1996, PG.998
ZONING: HI
LUMAS CHARLES DAVIS
DAVID CHARLES DAVIS
D.B.16650, PG.1697
ZONING: RA
MARIAN C. JONES
D.B.11187, PG.2087
ZONING: RA
ALEX B. MCLAMB
VANESSA S. MCLAMB
D.B.8764, PG.2674
B.O.M.1994, PG.282
ZONING: RA
ALEX B. MCLAMB
PHYLLIS J. MCLAMB
D.B.15667, PG.2401
B.O.M.1994, PG.282
ZONING: RA
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.8764, PG.2672
B.O.M.1985, PG.1373
PARTIN PLACE SUBDIVISION
HOMEOWNERS ASSOCIATION INC
D.B.16660, PG.427 B.O.M.2014, PG.788
ZONING: RMD
KB HOME RALEIGH-DURHAM INC
D.B.16624, PG.1233 B.O.M.2017,
PG.824 ZONING: RMD
WAKE COUNTY BOARD
OF EDUCATION
D.B.14359, PG.1742
B.O.M.2018, PG.440
ZONING: PUD
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CALVIN B. JONES
D.B.2611, PG.032
ANDREW G. MCLAMB
LUANNE H. MCLAMB
D.B.13036, PG.2602
B.O.M.2002, PG.1650
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SCHOOLSCHOOLXX2
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XXXN
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
STORM DRAINAGE AREA MAP SW-031"=120'
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2017\2017-022 MERITAGE - OLD HONEYCUTT - FV\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-03 STORM DRAINAGE AREA MAP.DWGPLOTTED: 6/20/2018 4:16 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
LAKEVIEW SUBDIVISION
MAY 1, 2018
2017-022
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LMeritage Homes
3005 Carrington Mill Boulevard, Suite 100
Morrisville, NC 27560
919.931.1455 (m)
Contact: Chris Carter
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
1.PLANIMETRICS & TOPOGRAPHY SHOWN PER SURVEYED
INFORMATION
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES: