SW6180801_Plansheet Set_20180814

DRAWING INDEX
C-00 COVER SHEET
C-01 CIVIL NOTES
C-02 EXISTING CONDITIONS & DEMOLITION PLAN
C-03 OVERALL SUBDIVISION LAYOUT
C-04 PARTIAL SUBDIVISION LAYOUT I
C-05 PARTIAL SUBDIVISION LAYOUT II
C-06 PARTIAL SUBDIVISION LAYOUT III
C-07 OVERALL UTILITY PLAN
C-08 PARTIAL UTILITY PLAN I
C-09 PARTIAL UTILITY PLAN II
C-10 PARTIAL UTILITY PLAN III
C-11 OVERALL GRADING & DRAINAGE PLAN
C-12 PARTIAL GRADING & DRAINAGE PLAN I
C-13 PARTIAL GRADING & DRAINAGE PLAN II
C-14 PARTIAL GRADING & DRAINAGE PLAN III
C-15 SCM PLAN AND SECTIONS I
C-16 SCM PLAN AND SECTIONS II
C-17 STORM DRAIN DESIGN TABLES
C-18 S. WILMA ST. PLAN AND PROFILE I
C-19 S. WILMA ST. PLAN AND PROFILE II
C-20 BUDDY CAMPBELL COURT PLAN AND PROFILE
C-21 CAMILLE BROOKS DRIVE PLAN AND PROFILE
C-22 KATHY MAE COURT & SS OUTFALL PLAN AND PROFILE
C-23 ENVIRONMENTAL IMPACTS MAP
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 II
L-01 LANDSCAPE PLAN
L-02 SCM PLANTING PLAN
D-01 SITE DETAILS I
D-02 SITE DETAILS II
D-03 WATER DETAILS I
D-04 WATER DETAILS II
D-05 WATER DETAILS III
D-06 SANITARY SEWER DETAILS I
D-07 SANITARY SEWER DETAILS II
SW-01 PRE-DEVELOPMENT DRAINAGE AREA MAP
SW-02 POST-DEVELOPMENT DRAINAGE AREA MAP
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 7/30/2018 5:03 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
Civil Engineering:
SCALE: 1" = 1000'
VICINITY MAP
KATHRYN'S RETREAT SUBDIVISION
PHASES 1 - 3
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 ANGIER. THE ENGINEER WHOSE SEAL AND
SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD
SPECIFICATIONS OF THE TOWN OF ANGIER HAVE BEEN THOROUGHLY
CHECKED AND ARE APPLICABLE TO THIS PARTICULAR PROJECT. ANY
EXCEPTIONS TO THE STANDARD SPECIFICATIONS APPLICABLE ARE
LISTED BELOW:
·BLOCK PERIMETER - STREET B HAS A BLOCK PERIMETER OF
1,400 LF TO ELIMINATE STREAM CROSSING
TOWN OF ANGIER
HARNETT COUNTY, NORTH CAROLINA
SUBMITTED TO TOWN OF ANGIER: JUNE 22, 2018
SUBMITTED TO NCDENR: JULY 20, 2018
MAJOR SUBDIVISION - CONSTRUCTION DRAWINGS
TOWN OF ANGIER
SITES. WILMA STREETCAMPBELL STREET
GOVERNING AGENCIES:
UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE
TOWN OF ANGINER
PLANNING DEPT.
55 N. BROAD STREET
ANGIER, NC 27501
919.331.6702
CONTACT: MR. SEAN JOHNSON
EROSION CONTROL
STORMWATER
WATER & SEWER
HARNETT COUNTY PUBLIC
UTILITIES DEPT.
700 McKINNEY PARKWAY
LILLINTON, NC 27546
910.893.7575
CONTACT: MR. SHANE CUMMINGS
NCDENR-DWQ SEWER
NCDENR DIVISION OF WATER RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET
SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
NCDENR-PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.707.9100
ENGINEERING
TOWN OF ANGIER
TOWN ENGINEER - MS CONSULTANTS, INC
920 MAIN CAMPUS DRIVE
RALEIGH, NC 27606
919.818.2235
CONTACT: MR. BILL DREITZLER, PE
Land Owner:
Little Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
919-422-7065 (m)
Contact: Hugh Surles
[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 CAMPBELL STREETNCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.807.6369
CONTACT: MR. ROBERT PATTERSON, PE
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET, SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
CONTACT: MS. JODI PACE
SITE INFORMATION
ZONING:
COUNTY:
LOCATION:
PARENT PIN:
DB/PG:
ACREAGE:
HARNETT
LAND CLASS:AGRICULTURE / VACANT
RIGHT OF WAY & OTHER AREAS:
RIGHT OF WAY DEDICATION:
NATURAL WETLANDS:
STREAM BUFFER:0.00 AC
6.59 AC
0.00 AC
45.95 AC
2613 / 0706
0683-06-0225
LOT ACREAGE (PH 1-3):
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:7,466 SF
17,138 SF
6,042 SF
6,000 SF
1.92 DU/AC
7.26 DU/AC
88
SIDE YARD:
FRONT YARD:20'
5'
REAR YARD:15'
MINIMUM BUILDING SETBACKS:
CORNER YARD:15'
MINIMUM ALLOWABLE LOT WIDTH:50'
52'
GARAGE:20'
NUMBER OF PHASES:4
PHASE ONE LOTS:23
PHASE TWO LOTS:36
IMPERVIOUS AREAS:
ROADWAYS / PARKING:2.86 AC
SIDEWALKS:
LOTS (3,500 SF/LOT):
TOTAL ON-SITE IMPERVIOUS AREA:
TOTAL ON-SITE IMPERVIOUS PERCENT:
UTILITY DEMANDS
SEWAGE USAGE:31,680 GPD
WATER USAGE:
0.80 AC
7.07 AC
12.10 AC
36%
3 BED X 120 GPD/BED X 88 UNITS
31,680 GPD
RECREATIONAL AREA:0.50 AC (ALLOCATED)
OPEN SPACE BREAKDOWN:
45.95 ac
REQUIRED OPEN SPACE (20%):9.19 ac
OPEN SPACE PROVIDED:20.42 ac (44%)
PROPERTY BOUNDARY:
COMMON AREA:0.78 ac
OPEN SPACE:19.64 ac
3 BED X 120 GPD/BED X 88 UNITS
R-6
523 S. WILMA STREET
ANGIER, NC 27501
PHASE THREE LOTS:29
PHASE FOUR LOTS (FUTURE):33
MINIMUM PROPOSED LOT WIDTH @
FRONT BUILDING SETBACK:
Little Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
919-422-7065 (m)
Contact: Hugh Surles
[e-mail]
PHASE 1-3 AREA:32.29 AC
DRIVEWAYS:0.88 AC
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-01 CIVIL NOTES.DWGPLOTTED: 7/30/2018 5:04 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
CIVIL NOTES C-01N.T.S
1.BOUNDARY DATA PERFORMED BY MAULDIN WATKINS. BENCHMARK SHOWN IS A PROPERTY MARKER IRON PIN
LOCATED NEAR THE NORTHWEST CORNER OF THE PROPERTY AT S. WILMA STREET. 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 ANGIER 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 LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720066200J & 3720068200J DATED 10/3/2006.
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 ANGIER FOR TEMPORARY WATER NEEDED DURING
CONSTRUCTION. IF PERMITTED TO CONNECT TO EXISTING FIRE HYDRANT, A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTER WILL BE REQUIRED.
20.THE TRANSITION OF PROPOSED ROADWAY TO EXISTING ROADWAY SHALL BE DONE WITH A MINIMUM 8-FT
TRANSITION WHERE THE EXISTING PAVEMENT IS MILLED TO A MINIMUM DEPTH OF 1-1/2" AND OVERLAID.
21.ALL PAVEMENT SAW CUTS SHALL BE NEAT, STRAIGHT AND FULL DEPTH.
22.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140 N OR APPROVED EQUAL).
23.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED
BY THE OWNER TO AN APPROVED NCDENR LOCATION.
24.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING STAGES:
A.COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C.FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
25.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER TO
INSPECT THE PROOF ROLL OF THE SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO RE-CONSTRUCTION IF SUBGRADE DOES NOT MEET
TOWN AND NCDOT STANDARDS & SPECIFICATION
26.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED
OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE PRIVATE UTILITY SERVICE COMPANIES FOR ANY REQUIRED CONDUITS OR POINT OF
CONTACT CONDITIONS.
27.ALL PUBLIC UTILITIES THAT REQUIRE AN ENGINEERING CERTIFICATION MUST BE INSPECTED BY A PROFESSIONAL
ENGINEER ON A PERIODIC BASIS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER WHEN INSTALLING
UTILITIES FOR PERIODIC INSPECTIONS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER AT THE TIME
OF PRESSURE TESTING AND WATER LINE DISINFECTION. THE CONTRACTOR SHALL SUPPLY THE PROJECT
ENGINEER PRESSURE TEST RESULTS.
28.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD
CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF
TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS,
CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
29.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS
TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
30.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT
CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE
PROJECT. PREPARATION OF THE NECESSARY/REQUIRED AS-BUILT PLANS TO BE SUBMITTED TO TOWN OF ANGIER
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 ANGIER & CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO
INSTALL SAID ITEMS.
33.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL
TESTING SERVICE (APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR
QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE
SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE CONTRACTOR, THE OWNER, AND THE APPLICABLE
APPROVING AGENCY. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND BORROW SOILS TO VERIFY
THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND LABORATORY
TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED
AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH
2000 SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED
DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM
ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE
REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD
DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO
LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE
CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS
AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
34.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN
CUT AREAS TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99 FOR STRUCTURES, SLABS, AND
PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR EMBANKMENTS OR UNPAVED AREAS. MAX LIFT THICKNESS FOR
FILL AREAS IS 8 INCHES.
35.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS
REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL
PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD
BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO
ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PICKING UP
AND PAYING FOR GRADING PERMIT ISSUED BY NCDENR DIVISION OF ENERGY, MINERALS AND LAND QUALITY.
36.DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT
AND/OR TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR
GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS
INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL
NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT
DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY
INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE
GEOTECHNICAL ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF
ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN
ENGINEER TO CALL IN A GEOTECHNICAL ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN
ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE
ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL
LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION
PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE
CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND
THE COMPLETED DESIGNED PROJECT.
GENERAL CONSTRUCTION NOTES:
P PROPERTY LINE
L
L
CENTERLINE
DIAMETER OR ROUND
C
AND &
-- C --
-- A --
-- B --
-- D --
-- E --
-- F --
-- G --
-- H --
-- I --
-- L --
** ALL SYMBOLS & ABBREVIATIONS SHOWN ON THIS SHEET
MAY OR MAY NOT BE USED IN THIS DRAWING PACKAGE **
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
GENERAL ABBREVIATIONS:
ABC AGGREGATE BASE
ASPH ASPHALT
AVE AVENUE
BLVD BOULEVARD
BLDG BUILDING
BOC BACK OF CURB
BW BOTTOM OF WALL
CB CATCH BASIN
CI CURB INLET
CIP CAST IRON PIPE
CLS CLASS
CJ CONTROL JOINT
CO CLEANOUT
CONC CONCRETE
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DOM DOMESTIC
DR DRIVE
(XX) EXISTING ELEVATION
E EAST, EASTING
EL ELEVATION
EJ EXPANSION JOINT
EOP EDGE OF PAVEMENT
EX EXISTING
EVAP EVAPORATIVE
FDC FIRE DEPARTMENT
CONNECTION
FES FLARED END SECTION
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FHA FIRE HYDRANT ASSEMBLY
FL FLOW LINE
FT FOOT OR FEET
G GAS
GALV GALVANIZED
GB GRADE BREAK
GE GENERAL ELECTRIC
GR GRADE
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HOV HIGH OCCUPANCY VEHICLE
HP HIGH POINT
IAW IN ACCORDANCE WITH
I.H.INTERSTATE HIGHWAY
INV INVERT
LEN LENGTH
LEV LOW EMISSION VEHICLE
LF LINEAR FEET
LP LOW POINT
www.ncocc.org
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
-- M --
-- N --
-- O --
-- P --
-- R --
-- S --
-- T --
-- U --
-- V --
-- W --
-- Y --
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
N NORTH, NORTHING
NCDENR NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
NCDOT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NTS NOT TO SCALE
OH OVERHEAD
OCB OFF-SET CATCH BASIN
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PKWY PARKWAY
POC POINT OF CONNECTION
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R.O.W. RIGHT OF WAY
RPDA REDUCED PRESSURE
DETECTOR ASSEMBLY
RPZ REDUCED PRESSURE ZONE
S SOUTH
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SDE SIGHT DISTANCE EASEMENT
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
STA STATION
STD STANDARD
ST.STL STAINLESS STEEL
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
TB TOP OF BARRIER
TC/TOC TOP OF CURB
TD TEMPORARY DIVERSION
TH TEST HEADER
TOP TOP OF PIPE
TP TOP OF PAD
TYP TYPICAL
TW TOP OF WALL
UG UNDERGROUND
VEG VEGETATED
VERT VERTICAL
W WEST
W/ WITH
W/O WITHOUT
YI YARD INLET
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
W W W W W
W
W
SSxSSxO
H
E
O
H
E
O
H
E
O
H
EOHES 87°54'17"E 671.38'N 00°09'28"E 256.16'220.11' TIES 83°50'50"W 808.52
'
S 89°53'39"W 790.48'N 01°31'15"E 290.83'N 01°13'30"E 1053.66'633.64'420.02'70.72'L1
L2
L3
L4C1
L5
C 2
C3
C4TIESSxSSx
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEMH WTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WT
L
D
WTLDWTLD
WT
LD
WT
L
D
WTLD
WTLDWTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
W
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D
SSSSSSSSSSSSS 02°28'40"W 1119.12'N 02°28'40"E 1111.65' TIEMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
ZONING: R-30
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10 EXISTINGS. WILMA STREET50' PUBLIC R/WEXISTING
CAMPBELL STREET
50' PUBLIC R/W
EXISTINGCAMPBELL STREET50' PUBLIC R/WFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDFLDFLD FLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
FMFMFMFMFMFM
FM
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSHELTER
260 260270
270
2
7
0
280
290
295
2
7
0
265
2
6
5
260
27
5
285
wv
wv
INV-284.44
INV-284.09
15" RCP
25
'
SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
14
7A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION
LITTLE CROSS, LLC
D.B. 2613, PG. 0706
PIN: 0683-06-0225
ZONING: R-6
AREA: 45.95 AC
TOP - 253.77
IN - 248.45
OUT - 248.18
TOP - 257.08
IN - 249.63
OUT - 249.48
AIR MH
TOP - 255.71
IN1 - 250.31
IN2 - 250.81
OUT - 250.21
TOP - 256.56
IN - 251.11
OUT - 250.96
TOP - 258.27
OUT - 252.17
CHICKEN COOP
BARN &
SHELTERS
HOUSE
FLOOD HAZARD
SOILS, TYP
JURISDICTIONAL WETLANDS -
REFER TO GENERAL NOTE #6
JURISDICTIONAL POND - REFER
TO GENERAL NOTE #6
EXISTING 6"
WATER MAIN
EXISTING 12" GRAVITY
SANITARY SEWER MAIN
PROPERTY
BOUNDARY, TYP
JURISDICTIONAL
WETLANDS - REFER TO
GENERAL NOTE #6
EXISTING OVERHEAD POWER LINES
TO BE MOVED UNDERGROUND BY
DUKE ENERGY. CONTRACTOR TO
COORDINATE WITH DUKE.
500 YR FLOOD
PLAIN
100 YR FLOOD PLAIN
(FEMA MAPS: 3720066200J
& 3720068200J)
EXISTING 12"
FORCE MAIN
EXISTING 2" WATER SERVICE LINE
TO TOWN OF ANGIER FACILITY TO
BE REMOVED, REFER TO EXISTING
WATER LINE NOTE ON THIS SHEET
(APPROXIMATE LOCATION)
EXISTING 6" WATER
MAIN (APPROXIMATE
LOCATION)
TBM
N: 636,661.5235
E: 2,079,889.1452 Curve Radius Length Chord Chord Bear.
C1 25.00'39.26'35.35'N 45°07'07" E
C2 1443.03'219.87'219.65'N 85°45'23" E
C3 313.84'198.68'195.38'S 80°28'22" E
C4 125.00'141.14'133.76'S 30°00'36" E
Course Bearing Distance
L1 S 89°52'43" E 130.00'
L2 N 81°23'29" E 163.12'
L3 S 62°20'13" E 143.50'
L4 S 83°50'50" W 50.57'
L5 S 89°46'49" E 24.62'
EXISTING IRON PIPE (CONTROL POINT)
CONCRETE MONUMENT SET
EXISTING CONCRETE MONUMENT(CONTROL POINT)
IRON STAKE SET (UNLESS OTHERWISE NOTED)
40 D NAIL
EIS
ECS
COMPUTED POINT ONLY
PROPERTY BOUNDARY
EASEMENT
500 YR FLOOD PLAIN
100 YR FLOOD PLAIN
WTLD WETLANDS BOUNDARY
RIPARIAN BUFFER
OHE OVERHEAD POWER
FLOODWAY
FLD
FW
EXISTING IRON STAKE
EXISTING COTTON SPIKE
FLOOD HAZARD SOILS BOUNDARY
MINOR CONTOUR
MAJOR CONTOUR350
W EXISTING WATER
SS EXISTING SANITARY SEWER
FM EXISTING FORCE MAIN STRUCTURE DEMOLITION
UTILITY DEMOLITION
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-02 EXISTING CONDITIONS & DEMOLITION PLAN.DWGPLOTTED: 7/30/2018 5:04 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS
Little Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
EXISTING CONDITIONS & DEMOLITION 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.
3.TOPOGRAPHY SHOWN ON THIS PLAN IS PER NC ONE MAP GIS.
4.EXISTING WATER & SEWER LINES SHOWN ON THIS PLAN FROM HARNETT COUNTY 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
SAGE ECOLOGICAL SERVICES, INC. ON JANUARY 24, 2018. DELINEATIONS HAVE NOT BEEN APPROVED BY NCDENR AND USACE
BUT ARE IN PROCESS.
7.FLOOD HAZARD SOILS SHOWN PER HARNETT 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
SURVEY LEGEND:
EXISTING WATER LINE NOTE:
PRIOR TO REMOVAL OF EXISTING 2" WATER LINE, CONTRACTOR SHALL INSTALL PROPOSED
2" WATER LINE FROM CAMPBELL STREET AS SHOWN ON THE UTILITY PLAN.
DEMO LEGEND:
OPEN SPACE
TABLE
AREA
DESIGNATION
OS1
OS2
OS3
AREA
(SQFT.)
511,647
20,501
13,612
AREA
(AC.)
11.75
0.47
0.31
NATURE
PRESERVE
PARKS
SQUARE
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
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
MULCH SURFACING
OPEN SPACE
COMMON AREA
OS1
OS2
OS3
W W W W W
W
W
SSxSSxSSx
SSx
MH WTLDWTLDWTLDWTLDWTL
D WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WTLDWT
L
D
WTLD
WTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTL
D
W
T
L
D
SSSSSSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III TRUTEE &
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
SS
FMFMFMFMFMFMFMFM
FM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWwv
wv
25
'
SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
14
7A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH MONUMENT
SIGN EASEMENT
VAN
28
83
64
26
59 60 61 62 63 68656667 7069
18 17 16 15
3
6
5
4
37
31
32
33
34
35
36
78
86
80
77
81
76
82
73
79
8475
85
8871
8772
27
29
25
30
54 53
41
40
39
43
42
48
46
45
44
52
51
50
49
55565758
24
23
21
22
20
19 14
47
74
38
21
7
13
8
9
12 11
10
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
20' U/G POWER
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
WCRWCR
WCR WCRWCRWCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
16+
6
7
10+0011+0012+0013+00 14+00 15+00
16+00PI:12+65PC:15+24
PT:
1
6
+
4
5
18+
0
0
10+00 11+00 12+00 13+00 14+00 15+0016+0017+00PC:13+41 PT:15+59WCR
L6
PC:22+53PC:16+36PC:13+85PT:23+16PT:20+91PT:14+7410+0011+0012+0013+0014+0015+0016+0016+74 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0
020+0
021+0022+0023+0024+0025+0025+63X
X
X X X L1L2L3L4L5 L7L8
L9L10
L11
C1C2C3 C4
C5
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
20'
PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20'
PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
WCR WCR
WCR WCR
20' PRIVATE STORM
DRAINAGE EASEMENT
SCM #1
SCM #2
PHASE
ONE
PHASE
THREE
FUTURE
PHASE FOUR
PHASE LINE
PHASE LINE
PHASE LINE
PHASE LINEEXISTING POND
EXISTING
WETLANDS
EXISTING
WETLANDS
BUDDY CAMPBELL COURT
KATHY MAE COURT
S. WILMA STREETCAMPBELL
STREET
CAMPBELL
STREET
PHASE LINE
R37.5'
REFER TO PARTIAL SUBDIVISION PLAN I
REFER TO PARTIAL SUBDIVISION PLAN II REFER TO PARTIAL SUBDIVISION PLAN IREFER TO PARTIAL SUBDIVISION PLAN IIICAMILLE BROOKS DRIVE
PHASE
TWO
PROPERTY BOUNDARY
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-03 OVERALL SITE LAYOUT.DWGPLOTTED: 7/30/2018 5:04 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
OVERALL SUBDIVISION LAYOUT C-031" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
GENERAL NOTES:
***THE FOLLOWING NOTES SHALL BE RELEVANT FOR ALL SITE PLAN SHEETS***
1.ALL CONSTRUCTION SHALL BE PER TOWN OF ANGIER & NCDOT STANDARDS AND SPECIFICATIONS.
2.ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.
3.ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
5.PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED
AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
6.CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING
PROPERTY PROTECTED FROM DAMAGE
7.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
CONSTRUCTION.
8.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES,
UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF
CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
9.IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS
WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER.
10.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
12.ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS. ENTRY SIGNS WILL
REQUIRE A SEPARATE SIGN PERMIT.
13.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A
LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS
TO BE PAVED OR RESURFACED.
14.COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS' ASSOCIATION.
15.ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF ANGIER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16.ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF
UTILITY OR PIPE SHALL BE PER AS-BUILT LOCATIONS.
17.AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY RESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED
AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION OF THE NEIGHBORHOOD.
18.ALL OPEN SPACE AREAS INCLUDING WALKING TRAILS WILL BE OPEN TO THE PUBLIC. COMMUNITY CENTER WILL BE RESTRICTED TO THOSE WHO LIVE IN
THE NEIGHBORHOOD.
19.MAINTENANCE FOR COMMUNITY CENTER, OPEN SPACE, WALKING TRAILS, SCM #1, SCM #2, AND ALL PRIVATE STORM DRAINAGE EASEMENTS SHALL BE
THE RESPONSIBILITY OF THE HOA.
LEGEND:
CORNER LOT STANDARD LOT
5'
15'15'
5'5'
15'
20'20'
FRONTFRONT
REARREARCORNERSIDESIDE SIDESCALE:
1
C-03
TYPICAL BUILDING SETBACKS
NTS
RESIDENTIAL R-6
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:
2
C-03
TYPICAL STREET SECTION
NTS
RESIDENTIAL STREET
SCALE:
3
C-03
TYPICAL STREET SECTION
NTS
CUL-DE-SAC
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
.
A
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
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
MULCH SURFACING
OPEN SPACE
COMMON AREA
LINE TABLE
NAME
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
ROADWAY
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
CAMILLE BROOKS DRIVE
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
KATHY MAE COURT
KATHY MAE COURT
KATHY MAE COURT
LENGTH
384.58'
161.84'
161.84'
246.58'
673.83'
340.80'
215.80'
25.00'
264.91'
258.92'
22.76'
DIRECTION
S0°09'28"W
S5°16'21"W
N5°16'21"E
N0°09'28"E
N89°50'29"W
S89°50'38"E
N27°39'47"E
N62°21'09"W
N0°09'32"E
N90°00'00"E
S62°20'13"E
BEGIN
STATION
9+99.99
14+73.84
20+91.21
23+16.43
10+00.00
10+00.00
15+58.94
17+74.74
10+00.00
12+64.92
16+44.54
END
STATION
13+84.57
16+35.68
22+53.05
25+63.01
16+73.83
13+40.80
17+74.73
17+99.73
12+64.91
15+23.83
16+67.30
CURVE TABLE
NAME
C1
C2
C3
C4
C5
ROADWAY
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
BUDDY CAMPBELL COURT
KATHY MAE COURT
RADIUS
1000.00'
145.00'
710.00'
200.00'
250.00'
ARC
LENGTH
89.27'
455.53'
63.38'
218.14'
120.70'
CHORD
LENGTH
89.24'
290.00'
63.36'
207.49'
119.53'
CHORD
DIRECTION
S2°42'54"W
N84°43'39"W
N2°42'54"E
N58°54'34"E
S76°10'06"E
BEGIN
STATION
13+84.57
16+35.68
22+53.05
13+40.80
15+23.83
END
STATION
14+73.84
20+91.21
23+16.43
15+58.94
16+44.54
OS2
COMMON AREA
20,501 SQFT.
0.47 AC.SSxSSxSSxSSxSSxSSx
SSx
SSx
SSx WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTL
D
WTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDMH WWWWWwv
VAN
83
645960616263 68656667 7069
31
32
33
34
35
78
86
77
81
76
82
73
8475
85
8871
8772
54 53
48
52
51
50
49
55565758
24
23
21
22
20
47
74
LOT
9582 SQFT.
0.22 AC.
LOT
7020 SQFT.
0.16 AC.
LOT
6500 SQFT.
0.15 AC.
LOT
7020 SQFT.
0.16 AC.
LOT
12907 SQFT.
0.30 AC.
LOT
9062 SQFT.
0.21 AC.
LOT
7439 SQFT.
0.17 AC.
LOT
7431 SQFT.
0.17 AC.
LOT
7339 SQFT.
0.17 AC.
LOT
7248 SQFT.
0.17 AC.
LOT
6790 SQFT.
0.16 AC.
LOT
7065 SQFT.
0.16 AC.
LOT
6973 SQFT.
0.16 AC.
LOT
6882 SQFT.
0.16 AC.
LOT
7734 SQFT.
0.18 AC.
LOT
6699 SQFT.
0.15 AC.
LOT
7156 SQFT.
0.16 AC.
LOT
6337 SQFT.
0.15 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6571 SQFT.
0.15 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
7306 SQFT.
0.17 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6284 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6624 SQFT.
0.15 AC.
LOT
7306 SQFT.
0.17 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6360 SQFT.
0.15 AC.
LOT
7306 SQFT.
0.17 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6168 SQFT.
0.14 AC.
LOT
7853 SQFT.
0.18 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6722 SQFT.
0.15 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6500 SQFT.
0.15 AC.
LOT
6751 SQFT.
0.15 AC.
LOT
6779 SQFT.
0.16 AC.
LOT
6500 SQFT.
0.15 AC.
LOT
6500 SQFT.
0.15 AC.
LOT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
WCRWCR
WCR WCRWCRWCR
WCR
WCR
WCR 10+0011+0012+0010+00 11+00L6
PC:22+53PC:13+85PT:23+16PT:20+91PT:14+7434'50'111'31'21'7'135'52'135'52'52'52'135'52'48'39'85'
3
9
'48'128'62'101'39'37'130'52'
52'131'52'
52'133'52'
52'135'52'
52'137'52'
52'138'52'
52'140'52'
52'142'52'
52'144'52'
52'135'52'
38'1'
16'1'22'148'64'
48'52'125'52'125'43'8'8'49'125'3'48'54'3'125'52'52'125'52'52'125'9'43'120'43'52'120'52'52'120'52'15'36'120'47'15'14'38'120'38'14'52'5'53'62'52'120'37'39'95'120'53'
47'120'52'120'52'120'52'
52'110'15'1'39'
71'120'23'1'
49'37'39'95'62'120'
95'39'37'120'52'120'52'52'120'52'52'120'52'120'
120'8'44'44'8'120'8'44'9'120'50'51'59'120'20'34'120'34'8'45'7'11'120'52'41'11'120'52'120'52'120'41'52'11'120'13'10+0011+0012+0013+0014+0015+0016+0016+74 9+5010+0011+0012+0013+0014+0015+0016+0021+0022+0023+0024+0025+0025+63L1L2L3L4L5 L9C1C3VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
WCR WCR
WCR WCR
SCM #1
PHASE LINE
PHASE LINE
MAILBOX
KIOSK
BUDDY CAMPBELL COURT
S. WILMA STREETCOMMUNITY
CLUB
HOUSE
R37.5'
50' ROW
29' BC/BC
29' BC/BC
50' ROW
R34' TYP.
5' CONC.
SIDEWALK
5' CONC.
SIDEWALK
5' CONC.
SIDEWALK
50' ROW
29' BC/BC
END OF
ROAD
MARKERS
30" VALLEY
CURB & GUTTER
30" VALLEY
CURB & GUTTER
30" VALLEY
CURB & GUTTER
STOP SIGN R1-1
STOP SIGN
R1-1 MATCH LINESEE PARTIAL SUBDIVISION PLAN IIIMATCH LINE
SEE PARTIAL SUBDIVISION PLAN II
STREET
LIGHT,
TYP
R30'R30'
R25' TYP.R30' TYP.CAMILLE BROOKS DRIVE
PHASE
ONE
PHASE
TWO
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-04 PARTIAL SUBDIVISION LAYOUT I.DWGPLOTTED: 7/30/2018 5:05 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL SUBDIVISION LAYOUT I C-041" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
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
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
MULCH SURFACING
OPEN SPACE
COMMON AREA
LINE TABLE
NAME
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
ROADWAY
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
CAMILLE BROOKS DRIVE
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
KATHY MAE COURT
KATHY MAE COURT
KATHY MAE COURT
LENGTH
384.58'
161.84'
161.84'
246.58'
673.83'
340.80'
215.80'
25.00'
264.91'
258.92'
22.76'
DIRECTION
S0°09'28"W
S5°16'21"W
N5°16'21"E
N0°09'28"E
N89°50'29"W
S89°50'38"E
N27°39'47"E
N62°21'09"W
N0°09'32"E
N90°00'00"E
S62°20'13"E
BEGIN
STATION
9+99.99
14+73.84
20+91.21
23+16.43
10+00.00
10+00.00
15+58.94
17+74.74
10+00.00
12+64.92
16+44.54
END
STATION
13+84.57
16+35.68
22+53.05
25+63.01
16+73.83
13+40.80
17+74.73
17+99.73
12+64.91
15+23.83
16+67.30
CURVE TABLE
NAME
C1
C2
C3
C4
C5
ROADWAY
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
BUDDY CAMPBELL COURT
KATHY MAE COURT
RADIUS
1000.00'
145.00'
710.00'
200.00'
250.00'
ARC
LENGTH
89.27'
455.53'
63.38'
218.14'
120.70'
CHORD
LENGTH
89.24'
290.00'
63.36'
207.49'
119.53'
CHORD
DIRECTION
S2°42'54"W
N84°43'39"W
N2°42'54"E
N58°54'34"E
S76°10'06"E
BEGIN
STATION
13+84.57
16+35.68
22+53.05
13+40.80
15+23.83
END
STATION
14+73.84
20+91.21
23+16.43
15+58.94
16+44.54
OS3
COMMON
AREA
13,612 SQFT.
0.31 AC.OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLD
WTLD
WTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLD
WTLDWTLDWT
L
D
WT
L
D
WTLD WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLD
WTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDW
T
L
D WTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLD
WTLD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLD
FLD FLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDSS
MHFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM25' SAN
ITARY
SEWER
EASEMENT
(REF
:
P
LAT
CAB
INET
F
,
SL
IDE
147A
)CENTERL
INE
OF
BLACK
R
IVERAPPROXIMATE

LOCAT
ION
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
37
36
8079
41
40
39
43
42
46
45
44
LOT
7328 SQFT.
0.17 AC.
6240 SQFT.
0.14 AC.
6240 SQFT.
0.14 AC.
LOT
6042 SQFT.
0.14 AC.
LOT
7072 SQFT.
0.16 AC.
LOT
7552 SQFT.
0.17 AC.
LOT
8442 SQFT.
0.19 AC.
6240 SQFT.
0.14 AC.
LOT
8557 SQFT.
0.20 AC.
LOT
7057 SQFT.
0.16 AC.
LOT
7749 SQFT.
0.18 AC.
LOT
7750 SQFT.
0.18 AC.
LOT
7754 SQFT.
0.18 AC.
LOT
8638 SQFT.
0.20 AC.
LOT
7750 SQFT.
0.18 AC.
38
LOT
7851 SQFT.
0.18 AC.
20' PUBLIC UTILITY
EASEMENT
20' U/G POWER
EASEMENT
WCR
WCR
WCR PC:16+36PT:20+91125'51'62'126'38'125'48'126'48'1
2
0
'48'55'27'81'120'48'81'120'
48'
81'120'48'
81'120'48'
99'121'45'120'9
1
'
120'
4
9
'79'
120'47'77'120'41'9'43'9'52'120'11'120'39'13'51'114'24'39'114'16+0017+0018+0019+0
020+0021+00X
X
X
X
X
X X X X
X
C2
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
SCM #2 PHASE LINEEXISTING
WETLANDS
GAZEBO
MATCH LINE
SEE PARTIAL SUBDIVISION PLAN I
50' ROW
29' ROW
6' WALKING
TRAIL
30" VALLEY
CURB & GUTTER
5' CONC.
SIDEWALK
STREET
LIGHT, TYP
PHASE
TWO
FUTURE
PHASE FOUR
MSE RETAINING
WALL, REFERENCE
GRADING PLANS
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-05 PARTIAL SUBDIVISION LAYOUT II.DWGPLOTTED: 7/30/2018 5:05 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL SUBDIVISION LAYOUT II C-051" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
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
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT MILLING/OVERLAY
MULCH SURFACING
OPEN SPACE
COMMON AREA
LINE TABLE
NAME
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
ROADWAY
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
CAMILLE BROOKS DRIVE
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
KATHY MAE COURT
KATHY MAE COURT
KATHY MAE COURT
LENGTH
384.58'
161.84'
161.84'
246.58'
673.83'
340.80'
215.80'
25.00'
264.91'
258.92'
22.76'
DIRECTION
S0°09'28"W
S5°16'21"W
N5°16'21"E
N0°09'28"E
N89°50'29"W
S89°50'38"E
N27°39'47"E
N62°21'09"W
N0°09'32"E
N90°00'00"E
S62°20'13"E
BEGIN
STATION
9+99.99
14+73.84
20+91.21
23+16.43
10+00.00
10+00.00
15+58.94
17+74.74
10+00.00
12+64.92
16+44.54
END
STATION
13+84.57
16+35.68
22+53.05
25+63.01
16+73.83
13+40.80
17+74.73
17+99.73
12+64.91
15+23.83
16+67.30
CURVE TABLE
NAME
C1
C2
C3
C4
C5
ROADWAY
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
BUDDY CAMPBELL COURT
KATHY MAE COURT
RADIUS
1000.00'
145.00'
710.00'
200.00'
250.00'
ARC
LENGTH
89.27'
455.53'
63.38'
218.14'
120.70'
CHORD
LENGTH
89.24'
290.00'
63.36'
207.49'
119.53'
CHORD
DIRECTION
S2°42'54"W
N84°43'39"W
N2°42'54"E
N58°54'34"E
S76°10'06"E
BEGIN
STATION
13+84.57
16+35.68
22+53.05
13+40.80
15+23.83
END
STATION
14+73.84
20+91.21
23+16.43
15+58.94
16+44.54
OS2
COMMON AREA
20,501 SQFT.
0.47 AC.
W W W W W W W W W W W W
W
W
W
W
W
WTLDWTLDWTLDWTLDWTLDWTLDWTL
D
WTL
D
WTLD
WT
L
D
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLD
WTLD
WTL
D
W
T
L
D
W
T
L
D
WWWWWWWWWWWWWWWWWWWWWWWWWWwv
VARIABLE WIDTH MONUMENT
SIGN EASEMENT
VAN
28
26
18 17 16 15
3
6
5
4
27
29
25
30
24
23
21
22
20
19
14
LOT
7259 SQFT.
0.17 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
LOT
6911 SQFT.
0.16 AC.
LOT
7021 SQFT.
0.16 AC.
LOT
7466 SQFT.
0.17 AC.
LOT
7665 SQFT.
0.18 AC.
LOT
7963 SQFT.
0.18 AC.
LOT
9582 SQFT.
0.22 AC.
LOT
7020 SQFT.
0.16 AC.
LOT
6500 SQFT.
0.15 AC.
LOT
7020 SQFT.
0.16 AC.
LOT
12907 SQFT.
0.30 AC.
LOT
11132 SQFT.
0.26 AC.
LOT
8349 SQFT.
0.19 AC.
LOT
9286 SQFT.
0.21 AC.
LOT
9354 SQFT.
0.21 AC.
LOT
9274 SQFT.
0.21 AC.
LOT
7487 SQFT.
0.17 AC.
LOT
17138 SQFT.
0.39 AC.
LOT
7306 SQFT.
0.17 AC.
LOT
21
LOT
6250 SQFT.
0.14 AC.
LOT
6240 SQFT.
0.14 AC.
7
13
8
9
12 11
10
LOT
10368 SQFT.
0.24 AC.
LOT
6425 SQFT.
0.15 AC.
LOT
10825 SQFT.
0.25 AC.
LOT
12173 SQFT.
0.28 AC.
LOT
11522 SQFT.
0.26 AC.
LOT
14269 SQFT.
0.33 AC.
LOT
6240 SQFT.
0.14 AC.
WCR
WCR
WCR
WCR
WCR
WCR
WCR
16+
6
7
10+0011+0012+0013+00 14+00 15+00
16+00PI:12+65PC:15+24
PT:
1
6
+
4
5
18+
0
0
11+00 12+00 13+00
14+00 15+0016+0017+00PC:13+41 PT:15+59WCR
L6
24'121'52'120'28'
52'120'52'48'12
0
'73'1
2
0
'18'120
'18'48'31'52'120
'52'52'120
'52'52'120
'52'9'121'56'42'30'178'138'91'37'3
0
'141'37'
153'
38'116'9'
39'
13
7
'36'18'
99'32'87'129'50'52'157'7'45'
52'150'52'
52'145'52'
47'5'142'52'
16'
47'117'56'35'120'
34'
1
3
1
'
35'50'111'142'31'21'7'135'52'135'52'52'52'135'52'48'39'85'39'48'62'120'37'
3
9
'95'56'121'69'
13'
34'
1
2
0
'
108'26'23'120
'23'83'46'44'78'43'60'70'39'165'
125'L7L8
L9L10
L11
C4
C5
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
PHASE
THREE
FUTURE
PHASE FOUR
PHASE LINE
PHASE LINE
MAILBOX
KIOSK
EXISTING WETLANDS
BUDDY CAMPBELL COURT
KATHY MAE COURT
CAMPBELL
STREET
PHASE LINESTREET
LIGHT,
TYPMATCH LINESEE PARTIAL SUBDIVISION PLAN I50' ROW
29' BC/BC
50' ROW
29' BC/BC
STOP SIGN
R1-1
STREET
LIGHT, TYP
R30'
R30'
R30'
R22'
R30'
R40'
9' TYP 16' TYP 9'
R15'
R25'
R30'
R39'
PHASE
ONE
R15'
MULCH TRAIL, TYP.
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-06 PARTIAL SUBDIVISION LAYOUT III.DWGPLOTTED: 7/30/2018 5:06 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL SUBDIVISION LAYOUT III C-061" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
W W W W W
W
W
SSxSSxSSx
SSx
MH WTLDWTLDWTLDWTLDWTL
D WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWT
LD
WTLD
WT
L
D
WT
LD
WT
L
D
WTLDWT
L
D
WTLD
WTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTL
D
W
T
L
D
SSSSSSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
ZONING: R-30
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
SS
FMFMFMFMFMFMFMFM
FM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWwv
wv
25
'
SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
14
7A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION WWWWWWWWW
W W
W WWWWWWWWWWW W W W W W W W W W W W W W W
W
W WWWWWWWW W W W W
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSS
SS SS
SS SSSSSSSSSSSSSS
SS
SS SSSSSSSSSSSSSSSSSSW
2" PVC WATER SERVICE TO TOWN
OF ANGIER FACILITY. CONTRACTOR
TO COORDINATE w/ TOWN OF
ANGIER. REFER TO NOTE #16.
2" SERVICE TAP w/
CORP STOP & BORE PIT
DIRECT DRILL UNDER
CAMPBELL STREET
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH MONUMENT
SIGN EASEMENT
VAN
28
83
64
26
59 60 61 62 63 68656667 7069
18 17 16 15
3
6
5
4
37
31
32
33
34
35
36
78
86
80
77
81
76
82
73
79
8475
85
8871
8772
27
29
25
30
54 53
41
40
39
43
42
48
46
45
44
52
51
50
49
55565758
24
23
21
22
20
19 14
47
74
38
21
7
13
8
9
12 11
10
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
20' U/G POWER
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
X
X
X X X
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
20'
PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20'
PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
BUDDY CAMPBELL
COURT
KATHY MAE COURT
S. WILMA STREETCAMPBELL
STREET
CAMPBELL
STREET
CAMILLE BROOKS DRIVE
SCM #1
SCM #2
PHASE
ONE
PHASE
TWO
PHASE
THREE
FUTURE
PHASE FOUR
PHASE
LINE
PHASE LINE
PHASE LINE
PHASE LINEEXISTING POND
EXISTING
WETLANDS
EXISTING
WETLANDSPHASE LINEREFER TO PARTIAL UTILITY PLAN I
REFER TO PARTIAL UTILITY PLAN II REFER TO PARTIAL UTILITY PLAN IREFER TO PARTIAL UTILITY PLAN IIIWATER P.O.C.
PROPERTY BOUNDARY
SS P.O.C.
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-07 OVERALL UTILITY PLAN.DWGPLOTTED: 7/30/2018 5:07 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
OVERALL UTILITY PLAN C-071" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
GENERAL NOTES:
***THE FOLLOWING NOTES SHALL BE RELEVANT FOR ALL UTILITY PLAN SHEETS***
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF ANGIER
PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF ANGIER PUBLIC WORKS PRIOR TO MAKING CONNECTION TO ANY TOWN
OWNED INFRASTRUCTURE. A PRE CONSTRUCTION MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR &
THE TOWN OF ANGIER.
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 ANGIER SPECIFICATIONS.
ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE. 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. ALL SANITARY SEWER LINES GREATER THAN 12' IN DEPTH SHALL BE DIP.
8.ALL MANHOLES SHALL BE ECCENTRIC.
9.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC W/ BRASS CAP.
10.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO
MEET SEPARATION REQUIREMENTS.
11.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER TOWN OF ANGIER STANDARDS.
12.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.
13.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS.
14.SANITARY SEWER CLEANOUTS AND WATER METERS SHALL NOT BE LOCATED WITHIN DRIVEWAYS - NO
EXCEPTIONS.
15.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
16.WATER AND POWER MUST BE MAINTAINED AT ALL TIMES TO 420 CAMPBELL STREET FACILITIES. PLEASE NOTIFY
PUBLIC WORKS 24 HOURS IN ADVANCE WHEN SERVICES MAY BE INTERRUPTED.
LEGEND:
A
A
A
A
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
SSxSSxSSxSSxSSxSSx
SSx
SSx
SSxWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTL
D
WTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDMH WWWWWwv
VAN
83
645960616263 68656667 7069
31
32
33
34
35
78
86
77
81
76
82
73
8475
85
8871
8772
54 53
48
52
51
50
49
55565758
24
23
21
22
20
47
74
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
10+00 11+00
10+0011+0012+0013+0014+0015+0016+0016+74 9+5010+0011+0012+0013+0014+0015+0016+0021+0022+0023+0024+0025+0025+63VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
SCM #1
PHASE
ONE
PHASE LINE
PHASE LINE
S. WILMA STREETWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH#3
RIM=269.44
INV IN=255.30
INV OUT=255.10
SSMH#4
RIM=273.64
INV IN=256.86
INV IN=258.56
INV OUT=256.66
SSMH#6
RIM=264.87
INV IN=259.03
INV IN=259.03
INV OUT=258.69
SSMH#7
RIM=279.92
INV IN=267.10
INV OUT=266.90
SSMH#9
RIM=289.49
INV IN=279.22
INV IN=279.35
INV OUT=279.02
SSMH#22
RIM=270.88
INV IN=261.17
INV OUT=260.97
SSMH#23
RIM=277.13
INV IN=267.52
INV IN=267.52
INV OUT=267.19
220 LF 8" DIP @ 0.50%
273 LF 8" DIP @ 0.50%
195 LF 8" DIP @ 0.50%278 LF 8" DIP @ 3.00%
185 LF 8" SDR35 PVC @ 0.50%
265 LF 8" SDR35 PVC @ 4.00%
200 LF 8" SDR35 PVC @ 2.40%
201 LF 8" SDR35 PVC @ 3.00%
8" C900 PVC
WATER LINE
8" C900 PVC
WATER LINE
FHA
FHA
FHA
FHA
FHA
CLUBHOUSE
METER &
BFP
TEMP
BOA
S. WILMA STREET MATCH LINESEE PARTIAL UTILITY PLAN IIIMATCH LINE
SEE PARTIAL UTILITY PLAN II
132 LF 8" SDR35 PVC @ 0.50%
SSMH#5
RIM=267.18
INV IN=258.03
INV OUT=257.83
AUTOMATIC
FLUSHING
DEVICE
8" TEE w/ TB
(3) 8" GV 8" CROSS
(4) 8" GV
FHA
11.25° ELBOW w/ TB
8"x6" REDUCER
8" C900 PVC
WATER LINE
SSMH#21
RIM=265.80
4" SANITARY SEWER
CLEANOUT, TYP.
3/4" WATER
METER, TYP.
CAMILLE BROOKS
DRIVE
PHASE
TWO
EXISTING 6" 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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-08 PARTIAL UTILITY PLAN I.DWGPLOTTED: 7/30/2018 5:07 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL UTILITY PLAN I C-081" = 40'
LEGEND:
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLD
WTLD
WTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLD
WTLDWTLDWT
L
D
WT
L
D
WTLD WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLD
WTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDW
T
L
D WTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLD
WTLD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLD
FLD FLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDSS
MHFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM25' SAN
ITARY
SEWER
EASEMENT
(REF
:
P
LAT
CAB
INET
F
,
SL
IDE
147A
)CENTERL
INE
OF
BLACK
R
IVERAPPROXIMATE

LOCAT
ION
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
37
36
8079
41
40
39
43
42
46
45
44 38
20' PUBLIC UTILITY
EASEMENT
20' U/G POWER
EASEMENT16+0017+0018+0019+0
020+0021+00X
X
X
X
X
X X X X
X
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
SCM #2 PHASE LINEEXISTING
WETLANDSWWWWWW
W
W W
W
W
W WWWWSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS SS
SS
SS SSSSSSSSMH#EX1
RIM=257.08
INV IN=249.96
INV IN=249.63
INV OUT=249.48
SSMH#1
RIM=263.85
INV IN=253.30
INV IN=253.84
INV OUT=253.10
SSMH#2
RIM=266.08
INV IN=254.00
INV IN=254.13
INV OUT=253.79
SSMH#18
RIM=263.32
INV IN=254.39
INV OUT=254.19
SSMH#19
RIM=264.12
INV IN=255.00
INV OUT=254.80
SSMH#20
RIM=264.93
INV IN=255.57
INV IN=255.71
INV OUT=255.37
209 LF 8" SDR35 PVC
@ 1.50%
99 LF 8" DIP @ 0.50%
71 LF 8" SDR35 PVC
@ 0.50%
83 LF 8" SDR35 PVC @ 0.50%
74 LF 8" SDR35 PVC @ 0.50%
78 LF 8" SDR35 PVC @ 0.50%
8" C900 PVC
WATER LINE
FHA
MATCH LINE
SEE PARTIAL UTILITY PLAN I
4" SANITARY SEWER
CLEANOUT, TYP.
3/4" WATER
METER, TYP.
PHASE
TWO
S. WILMA STREET
FUTURE
PHASE FOUR
SSMH#21
RIM=265.80
INV IN=256.16
INV OUT=255.96
EXISTING 12"
PVC 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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-09 PARTIAL UTILITY PLAN II.DWGPLOTTED: 7/30/2018 5:08 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL UTILITY PLAN II C-091" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
W W W W W W W W W W W W
W
W
W
W
W
WTLDWTLDWTLDWTLDWTLDWTLDWTL
D
WTL
D
WTLD
WT
L
D
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLD
WTLD
WWWWWWWWWWWWWWWWWWWWWWWWwv
VARIABLE WIDTH MONUMENT
SIGN EASEMENT
VAN
28
26
18 17 16 15
3
6
5
4
27
29
25
30
24
23
21
22
20
19
14
21
7
13
8
9
12 11
10
16+
6
7
10+0011+0012+0013+00 14+00 15+00
16+00
18+
0
0
11+00 12+00 13+00
14+00 15+0016+0017+00VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
PHASE
THREE
PHASE LINE
PHASE LINE
EXISTING
WETLANDS
KATHY MAE COURT
CAMPBELL
STREET
PHASE LINEW W W W W W W W W W W
W
W
W
W WWWWWWWWWWWWWWWWW W W W W W W W W
W
W
W
SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS
SS SS SS SS SS
SS
SS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH#8
RIM=277.43
INV IN=268.42
INV IN=268.22
INV OUT=268.02
SSMH#9
RIM=289.49
INV IN=279.22
INV IN=279.35
INV OUT=279.02
SSMH#10
RIM=291.43
INV IN=284.21
INV OUT=283.87
SSMH#11
RIM=278.34
INV IN=269.28
INV IN=269.42
INV OUT=269.08
SSMH#12
RIM=279.77
INV IN=270.42
INV OUT=270.22
SSMH#13
RIM=281.12
INV IN=271.95
INV OUT=271.75
SSMH#14
RIM=283.28
INV IN=274.50
INV IN=274.50
INV OUT=274.30
SSMH#15
RIM=284.97
INV IN=276.16
INV IN=276.16
INV IN=276.16
INV IN=276.16
INV OUT=275.82
SSMH#16
RIM=285.94
INV IN=276.98
INV OUT=276.78
SSMH#17
RIM=290.48
INV IN=282.15
INV OUT=281.82
185 LF 8" SDR35 PVC @ 0.50%
265 LF 8" SDR35 PVC @ 4.00%
116 LF 8" SDR35 PVC @ 4.00%
173 LF 8" SDR35 PVC @ 0.50%
94 LF 8" SDR35 PVC @ 1.00%
89 LF 8" SDR35 PVC @ 1.50%
150 LF 8" SDR35 PVC @ 1.57%
97 LF 8" SDR35 PVC @ 1.36%
76 LF 8" SDR35 PVC @ 3.00%
121 LF 8" SDR35 PVC @ 4.00%
BLOW OFF VALVE
ASSEMBLY (BOA)
8" C900 PVC
WATER LINE
FHA
FHA FHA
CLUBHOUSE
METER & BFPMATCH LINESEE PARTIAL UTILITY PLAN I8" TEE w/ TB
(3) 8" GV
8" TEE w/ TB
(3) 8" GV
FHA
45° ELBOW w/ TB
45° ELBOW
w/ TB
4" SANITARY SEWER
CLEANOUT, TYP.
3/4" WATER
METER, TYP.
BUDDY CAMPBELL
COURTPHASE
ONE
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-10 PARTIAL UTILITY PLAN III.DWGPLOTTED: 7/30/2018 5:08 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL UTILITY PLAN III C-101" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
A
W W W W W
W
W
SSxSSxSSx
SSx
MH WTLDWTLDWTLDWTLDWTL
D WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WTLDWT
L
D
WTLD
WTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTL
D
W
T
L
D
SSSSSSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III TRUTEE &
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
SS
FMFMFMFMFMFMFMFM
FM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW260 260270
270
2
7
0
280
290
295
2
7
0
265
2
6
5
260
27
5
285
wv
wv
25
'
SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
14
7A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION WWWWWWWWW
W W
W WWWWWWWWWWW W W W W W W W W W W W W W W
W
W WWWWWWWWW W W W
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSS
SS SS
SS SSSSSSSSSSSSSS
SS
SS SSSSSSSSSSSSSSSSSS2" PVC WATER
DIRECT DRILL UNDER
CAMPBELL STREET
260 255260280275
270265270265265
270275
285
280
285
2
9
0
290285260265280
275
275
280
295
250
260
255
2
6
0
2
5
5
255
250 255260255255
260
260255265290
285
280 280275
260VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
VARIABLE WIDTH MONUMENT
SIGN EASEMENT
VAN
28
83
64
26
59 60 61 62 63 68656667 7069
18 17 16 15
3
6
5
4
37
31
32
33
34
35
36
78
86
80
77
81
76
82
73
79
8475
85
8871
8772
27
29
25
30
54 53
41
40
39
43
42
48
46
45
44
52
51
50
49
55565758
24
23
21
22
20
19 14
47
74
38
21
7
13
8
9
12 11
10
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PUBLIC UTILITY
EASEMENT
20' U/G POWER
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
X
X
X X X
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
20'
PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20'
PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
BUDDY CAMPBELL
COURT
KATHY MAE COURT
S. WILMA STREETCAMPBELL
STREET
CAMPBELL
STREET
CAMILLE BROOKS DRIVE
SCM #1
SCM #2
PHASE
ONE
PHASE
THREE
FUTURE
PHASE FOUR
PHASE LINE
PHASE LINE
PHASE LINE
PHASE LINEEXISTING POND
EXISTING
WETLANDS
EXISTING
WETLANDS
REFER TO PARTIAL GRADING &
DRAINAGE PLAN I
REFER TO PARTIAL GRADING &
DRAINAGE PLAN II REFER TO PARTIAL GRADING& DRAINAGE PLAN IREFER TO PARTIAL GRADING& DRAINAGE PLAN IIIPHASE
TWO
PROPERTY BOUNDARY
HOUSES FOR LOTS
31-37 SHALL DRAIN
TO STREET
HOUSES FOR LOTS
3-9 SHALL DRAIN
TO STREET
SPOT ELEVATION
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD INLET
DRAINAGE SWALE
4.0%
SW=295.40
FG =295.32
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-11 OVERALL GRADING & DRAINAGE PLAN.DWGPLOTTED: 7/30/2018 5:09 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
OVERALL GRADING & DRAINAGE PLAN C-111" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
GENERAL NOTES:
***THE FOLLOWING NOTES SHALL BE RELEVANT FOR ALL GRADING AND DRAINAGE PLAN SHEETS***
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 ANGIER
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. SLOPES
INDICATED TO BE STEEPER THAN 3:1 BUT EQUAL TO OR LESS THAN 2:1 SHALL BE PROVIDED WITH A PERMANENT
TURF REINFORCEMENT MAT (ACF ENVIRONMENTAL ECP-2 10 OZ OR APPROVED EQUAL).
8.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN ISSUED
BY NCDENR.
9.THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS OTHER THAN AS
SHOWN ON PLANS.
10.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED EQUAL).
11.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
12.REFER TO DESIGN TABLE SHEET FOR STORM DRAINAGE INFORMATION.
SPOT ELEVATION
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD INLET
DRAINAGE SWALE
4.0%
SW=295.40
FG =295.32
400
SSxSSxSSxSSxSSxSSx
SSx
SSx
SSx WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTL
D
WTL
D WTLDWT
L
D
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTL
D
WTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDMH WWWWW270
2
7
0
2
7
0
2
6
5
260
27
5
wv
SCM #1
PHASE
TWO
PHASE LINE
PHASE LINE
KATHY MAE COURT
S. WILMA STREET PHASE LINEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS
SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS280275
270265270270
275
285
280
285
2
9
0
275
255255
260
260255285
280MATCH LINEMATCH LINE
SEE PARTIAL GRADING & DRAINAGE PLAN II
S. WILMA STREET
CAMILLE BROOKS
DRIVE
PHASE
ONE
VAN
83
645960616263 68656667 7069
31
32
33
34
35
78
86
77
81
76
82
73
8475
85
8871
8772
29
25
30
54 53
48
52
51
50
49
55565758
24
23
21
22
20
47
74
1
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT 10+0011+0012+0013+00
10+00 11+00 12+00 13+00
10+0011+0012+0013+0014+0015+0016+0016+74 9+5010+0011+0012+0013+0014+0015+0016+0021+0022+0023+0024+0025+0025+63VARIABLE 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
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
CB#107
CB#108
CB#105
CB#106
CB#104
CB#112
CB#103
CB#111
CB#101
CB#109
CB#110
CB#102
FES#100
170 LF 18" RCP @ 1.00%
25 LF 15" RCP @ 1.00%
178 LF 15" RCP @ 0.70%
25 LF 15" RCP @ 0.50%
26 LF 15" RCP @ 1.00%
47 LF 15" RCP @ 7.00%
26 LF 15" RCP @ 1.00%
197 LF 15" RCP @ 2.00%
93 LF 18" RCP @ 2.65%156 LF 18" RCP @ 3.25%
25 LF 15" RCP @ 1.00%25 LF 15" RCP @ 1.00%
CB#206
CB#207
YI#212
CB#214CB#205
YI#211
YI#218
YI#217
161 LF 15" RCP @ 1.40%
164 LF 15" RCP @ 1.25%
26 LF 15" RCP @ 1.00%
166 LF 15" RCP @ 1.80%
154 LF 15" RCP @ 1.80%
27 LF 15" RCP @ 1.00%
104 LF 15" RCP @ 0.50%
103 LF 15" RCP @ 0.50%
CB#325CB#326
CB#307
CB#308
CB#321
CB#323CB#324
CB#320
CB#309 (DBL)
CB#322 (DBL)
CB#306
CB#319 CB#331
CB#318
CB#305
186 LF 24" RCP @ 2.50%
120 LF 24" RCP @ 3.05%
111 LF 24" RCP @ 0.80%
189 LF 24" RCP @ 0.50%134 LF 18" RCP @ 0.91%27 LF 24" RCP @ 1.00%5
0

L
F

1
8
"

R
C
P

@

0
.
5
0
%163 LF 15" RCP @ 5.25%26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%26 LF 15" RCP @ 1.00%26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%
27 LF 15" RCP @ 1.00%
140 LF 15" RCP @ 0.50%
RS#401
FES#40030 LF 15" RCP @ 1.00%SEE PARTIAL GRADING & DRAINAGE PLAN IIIFES#600
15 LF 15" RCP @ 2.00%
FES#601
3:1 SLOPE
3:1 SLOPE
REFER TO
SHEET C-15
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18",
D50=8", DMAX=12"
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=4', D=18",
D50=6", DMAX=9"
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=9', W1=5', W2=6', D=18",
D50=6", DMAX=9"
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-12 PARTIAL GRADING & DRAINAGE PLAN I.DWGPLOTTED: 7/30/2018 5:10 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL GRADING & DRAINAGE PLAN I C-121" = 40'
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
SPOT ELEVATION
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD INLET
DRAINAGE SWALE
4.0%
SW=295.40
FG =295.32
400
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLD
WTLD
WTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLD
WTLDWTLDWT
L
D
WT
L
D
WTLD WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLD
WTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDW
T
L
D WTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLD
WTLD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLD
FLD FLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDSS
MHFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM 260 260265
SCM #2 PHASE LINEEXISTING
WETLANDSWWWWW
W
W
W W
W
W
W WWWWSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS SS
SS
SS SSSSSS10+0011+0012+0012+09260 255260265265260265
250
260
255
2
6
0
2
5
5
255
250 255260265260MATCH LINE
SEE PARTIAL GRADING & DRAINAGE PLAN I
S. WILMA STREET
VARIABLE WIDTH PRIVATE SCM
ACCESS & MAINTENANCE EASEMENT
37
36
8079
41
40
39
43
42
46
45
44 38
20' PUBLIC UTILITY
EASEMENT
20' U/G POWER
EASEMENT16+0017+0018+0019+0
020+0021+00X
X
X
X
X
X X X X
X
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE
STORM
DRAINAGE
EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
CB#213
CB#204
YI#210
CB#203
CB#202
CB#209
CB#208
YI#215
YI#216
YI#201
FES#200
65 LF 24" RCP @ 1.00%
153 LF 24" RCP @ 0.50%
75 LF 18" RCP @ 2.26%
84 LF 18" RCP @ 2.23%
50 LF 18" RCP @ 0.50%
20 LF 18" RCP @ 1.87%
166 LF 15" RCP @ 1.80%
29 LF 15" RCP @ 1.00%
27 LF 18" RCP @ 1.20%
125 LF 18" RCP @ 0.50%
154 LF 15" RCP @ 0.50%
CB#317
CB#304
CB#316
CB#303
YI#302
YI#301
FES#300
34 LF 30" RCP @ 1.00%
148 LF 30" RCP @ 1.00%
132 LF 24" RCP @ 1.80%
124 LF 24" RCP @ 1.00%
25 LF 15" RCP @ 1.00%
25 LF 15" RCP
@ 1.00%
FES#701
FES#700
40 LF 18" RCP @ 2.00%
RS#501
FES#500
47 LF 18" RCP @ 1.00%
PHASE
TWO
YI#209A
75 LF 18" RCP @ 1.65%
FUTURE
PHASE FOUR
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=9', W1=5', W2=5', D=18",
D50=6", DMAX=9"
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18",
D50=8", DMAX=12"
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18",
D50=8", DMAX=12"
TW: 261.00
BW: 260.50
TW: 261.00
BW: 256.00 TW: 261.00
BW: 256.00
TW: 261.00
BW: 260.50
RETAINING WALL
w/ FENCE
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=9', W1=5', W2=6', D=18",
D50=6", DMAX=9"
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-13 PARTIAL GRADING & DRAINAGE PLAN II.DWGPLOTTED: 7/30/2018 5:10 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL GRADING & DRAINAGE PLAN II C-131" = 40'
LEGEND:
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SPOT ELEVATION
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD INLET
DRAINAGE SWALE
4.0%
SW=295.40
FG =295.32
400
W W W W W W W W W W W W
W
W
W
W
W
WTLDWTLDWTLDWTLDWTLDWTLDWTL
D
WTL
D
WTLD
WT
L
D
WT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLDWTLD
WTLD
WWWWWWWWWWWWWWWWWWWWWWWW280
290
295
285
wv
PHASE
THREE
PHASE LINE
PHASE LINE
EXISTING
WETLANDS
KATHY MAE
COURT
CAMPBELL
STREET
PHASE LINEW W W W W W W W W W W
W
W
W
W WWWWWWWWWWWWWWWWW W W W W W W W W
W
W
W
SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS
SS SS SS SS SS
SS
SS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS280
280
285
2
9
0
290285280
275
275
280
295
290
285
280 280275MATCH LINESEE PARTIAL GRADING & DRAINAGE PLAN IBUDDY CAMPBELL
COURT
VARIABLE WIDTH MONUMENT
SIGN EASEMENT
VAN
28
26
18 17 16 15
3
6
5
4
27
29
25
30
24
23
21
22
20
19
14
21
7
13
8
9
12 11
10
16+
6
7
10+0011+0012+0013+00 14+00 15+00
16+00
18+
0
0
11+00 12+00 13+00
14+00 15+0016+0017+00VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
CB#325
CB#326
CB#315
CB#330
CB#329
CB#314
CB#328
CB#313
CB#312
CB#327
CB#311
CB#308
CB#321
CB#310
CB#323
CB#324
CB#309 (DBL)
CB#322 (DBL)
CB#331
47 LF 24" RCP @ 0.50%
189 LF 24" RCP @ 0.50%
134 LF 18" RCP @ 0.91%
103 LF 18" RCP @ 1.25%
70 LF 18" RCP @ 1.30%
110 LF 18" RCP @ 1.25%
144 LF 15" RCP @ 1.30%
75 LF 15" RCP @ 3.00%
27 LF 24" RCP @ 1.00%
50 LF 18" RCP @ 0.50%
163 LF 15" RCP @ 5.25%
26 LF 15" RCP @ 1.00%
27 LF 15" RCP @ 1.00%
48 LF 15" RCP @ 2.00%
28 LF 15" RCP @ 7.60%
25 LF 18" RCP @ 1.00%
26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%
140 LF 15" RCP @ 0.50%
PHASE
ONE
101 LF 15" RCP @ 2.22%
CB#322A (DBL)
90 LF 15" RCP @ 3.44%
CB#321A (DBL)
3:1 SLOPE
3:1 SLOPE
3:1 SLOPE
3:1 SLOPE
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-14 PARTIAL GRADING & DRAINAGE PLAN III.DWGPLOTTED: 7/30/2018 5:11 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
PARTIAL GRADING & DRAINAGE PLAN III C-141" = 40'
LEGEND:
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDFLDFLDFLDFLDFLDFLDFLDFLD260
253254259261261259257256254253252255261
259
257
256
255
260
260255258
10+0011+00FES#400
30 LF 15" RCP
@ 1.00%
RS#401
FES#100
STORM DRAINAGE TABLE
INLET#
400
401
TYPE
FES
RS
ROADWAY
NONE.
NONE.
RIM ELEV
(EOP)
258.72
259.94
INV IN
(FROM-SIZE)
257.20
(401-15")
INV OUT
(TO-SIZE)
257.50
(400-15")
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-15 SCM PLAN AND SECTIONS I.DWGPLOTTED: 7/30/2018 5:12 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
SCM PLAN AND SECTIONS I C-151" = 20'
N
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
SCALE:
1
C-15
WET POND #1 - PLAN VIEW
1"=20'
NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF ANGIER 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:
3
C-15
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 = 261.50
SPILLWAY
ELEV = 260.50
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
BOTTOM
ELEV = 258.00 18"3:115" 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 = 259.75
INV = 257.50
BOTTOM = 255.50
12"
DRAW DOWN
ORIFICE
INV = 257.50
4"x4" PVC TEE
4" PLUG
SET TOP OF PVC PLUG AT
TEMPORARY POOL
DRILL 1.50" Ø
OPENING IN 4" PLUG
TOP OF
BERM = 261.50
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(4) 6" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 258.75
BOTTOM OF POND
ELEV = 251.00
PERMANENT POOL = 257.50
TEMPORARY POOL = 258.75
STANDARD
MANHOLE BASE
SCALE:
4
C-15
CONCRETE RISER DETAIL
N.T.S.
6"
60" 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:
5
C-15
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
T
O
P

F
O
R
E
B
A
Y

B
E
R
M

=

2
5
8
.
5
0
4" PERFORATED PVC
WRAPPED IN FABRIC
TO DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
FOREBAY
TOP SED. ELEV = 255.00
BOTTOM SED. ELEV = 254.00
MAIN POND
PERMANENT POOL = 257.50
TEMPORARY POOL = 258.75
TOP SEDIMENT ELEV = 252.00
BOTTOM SEDIMENT ELEV = 251.00
20' PRIVATE STORM
DRAIN EASEMENT
5' WIDE
BERM
PERMANENT POOL ELEV = 257.50
WQV TEMPORARY POOL ELEV = 258.75
MAIN PERMANENT POOL
FOREBAY
SCALE:
2
C-15
WET DETENTION BASIN - SECTION VIEW
1"=20' H / 1"=4' V SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
6' VEGETATED SHELF AT 6:1 MAX
SLOPE. PERMANENT POOL TO BE
CENTERED IN SHELF
EXISTING GROUND
1
2
3
1SHALLOW WATERSHALLOW LANDRIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=5', D=18",
D50=8", DMAX=12"C-15230' CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO DETAIL,
THIS SHEET
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 258.00
P.POOL ELEV = 257.50
BOTTOM ELEV.= 257.00
RIP RAP EMERGENCY SPILLWAY
NCDOT CLASS "B" RIP RAP
VARIABLE WIDTH BMP
ACCESS & MAINTENANCE
EASEMENT
3:1 SLOPE
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
WEIR ELEV. = 257.50
SHALLOW WATERSHALLOW LANDTOP OF BERM = 261.506' VEGETATED
SHELF
3
1
3
1
BOTTOM ELEV = 254.00
SEDIMENT STORAGE
ELEV = 255.00
SEDIMENT STORAGE ELEV = 252.00
BOTTOM ELEV = 251.00
CLAY LINER, REFER TO NOTES COMPACTED SUBGRADE
FOREBAY BERM
ELEV = 258.50
FOREBAY WEIR BOTTOM ELEV = 257.50
PRECAST RISER STRUCTURE W/ TRASH
RACK, REFER TO DETAIL ON THIS SHEET
PRECAST RISER STRUCTURE,
REFER TO DETAIL ON THIS SHEET
15" RCP @ 1.00%
(O-RING JOINTS ASTM C443)
FES #400
INV = 257.20
REFER TO NOTES FOR
EMBANKMENT COMPACTION
SAND DIAPHRAGM, REFER
TO DETAIL ON THIS SHEET
30' EMERGENCY
SPILLWAY
BOTTOM ELEV. = 260.50
2 YEAR WSE = 259.29
10 YEAR WSE = 260.33
25 YEAR WSE = 260.76
100 YEAR WSE = 261.02
TOP OF DAM = 261.50
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=9', W1=5', W2=6', D=18",
D50=6", DMAX=9"
STORMWATER MANAGEMENT NOTES:
1.THIS SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN.
2.SITE DRAINS TO BLACK RIVER, STREAM CLASSIFICATION C; SW, INDEX NO. 18-68-12-1
3.THE PROPOSED DEVELOPMENT IS CONSIDERED HIGH DENSITY PER NCDENR - DWQ DEFINITIONS.
4.WET DETENTION BASINS MEET THE MINIMUM DESIGN CRITERIA, PART C-3 & PROVIDES PEAK FLOW ATTENUATION FOR THE 2 & 10 YEAR
STORM EVENTS.
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
LD
WT
LD
WTLD
WTLDWTLDWTLDWT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLD WTLD WTLD
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD WTLDWTLDWTLD
SSSSSSSSSSSSSSSSFWFWFWFLDFLD FLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDSSFMFMFMFMFMFMFMFMFM260
X
X
X
X
X
X
X
X
X
X X X X X
X
X
X
260 255260250
260
249
251252253
254
255
256
257
258
259
2
6
0
2
5
5
2
5
9
2
5
8
2
5
7
2
5
6
2
5
4
2
5
3
2
5
2
2
5
1
255
254
253
252
251
249250
251252253256257258259255260260259258257256FES#500
47 LF 18" RCP @ 1.00%
RS#501
FES#200
FES#300
STORM DRAINAGE TABLE
INLET#
500
501
TYPE
FES
RS
ROADWAY
NONE.
NONE.
RIM ELEV
(EOP)
255.32
258.00
INV IN
(FROM-SIZE)
253.53
(501-18")
INV OUT
(TO-SIZE)
254.00
(500-18")
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-16 SCM PLAN AND SECTIONS II.DWGPLOTTED: 7/30/2018 5:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
SCM PLAN AND SECTIONS II C-161" = 80'
NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF ANGIER 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-03 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-16
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" CLRNOTES:
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 = 260.50
SPILLWAY
ELEV = 259.30
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
BOTTOM
ELEV = 256.80 18"2:118" 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 = 258.00
INV = 254.00
BOTTOM = 251.33
12"
DRAW DOWN
ORIFICE
INV = 254.00
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 = 260.50
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(4) 8" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 256.00
BOTTOM OF POND
ELEV = 248.00
PERMANENT POOL = 254.00
TEMPORARY POOL = 256.00
STANDARD
MANHOLE BASE
SCALE:
4
C-16
CONCRETE RISER DETAIL
N.T.S.
6"
60" 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-16
SAND DIAPHRAGM
N.T.S.
3'
4.5'4.5'
1.5 x DIA = 2.25'
3 x DIA =4.5'**
2' MIN.
**2' MIN. FROM TOP OF DAM GOVERNS
IF 3 x DIA. IS NOT AVALIABLE.
TOP OF DAM
18" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
4" PERFORATED PVC
WRAPPED IN FABRIC
TO DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
N
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
SCALE:
1
C-16
WET POND #2 - PLAN VIEW
1"=20'
5' WIDE
BERM
PERMANENT POOL ELEV = 254.00
WQV TEMPORARY POOL ELEV = 256.00
MAIN PERMANENT POOL
FOREBAY
SCALE:
2
C-16
WET DETENTION BASIN - SECTION VIEW
1"=20' H / 1"=4' V SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
6' VEGETATED SHELF AT 6:1 MAX
SLOPE. PERMANENT POOL TO BE
CENTERED IN SHELF
EXISTING GROUND
1
2
3
1
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
3
1
BOTTOM ELEV = 250.00
SEDIMENT STORAGE
ELEV = 251.00
SEDIMENT STORAGE ELEV = 249.00
BOTTOM ELEV = 248.00
CLAY LINER, REFER TO NOTES COMPACTED SUBGRADE
FOREBAY BERM
ELEV = 255.00
FOREBAY WEIR BOTTOM ELEV = 254.00
PRECAST RISER STRUCTURE W/ TRASH
RACK, REFER TO DETAIL ON THIS SHEET
PRECAST RISER STRUCTURE,
REFER TO DETAIL ON THIS SHEET
18" RCP @ 1.00%
(O-RING JOINTS ASTM C443)
FES #500
INV = 253.50
REFER TO NOTES FOR
EMBANKMENT COMPACTION
SAND DIAPHRAGM, REFER
TO DETAIL ON THIS SHEET
50' EMERGENCY
SPILLWAY
BOTTOM ELEV. = 259.30
2 YEAR WSE = 257.20
10 YEAR WSE = 259.30
25 YEAR WSE = 259.87
100 YEAR WSE = 260.26
1
2
FES #200
TOP OF DAM = 260.50
SCALE:
6
C-16
WET DETENTION BASIN - SECTION VIEW
1"=20' H / 1"=4' V
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'I' RIP RAP
L=16', W1=6', W2=8', D=24",
D50=13", DMAX=19"
FOREBAY
TOP SED. ELEV = 251.00
BOTTOM SED. ELEV = 250.00
MAIN POND
PERMANENT POOL = 254.00
TEMPORARY POOL = 256.00
TOP SEDIMENT ELEV = 249.00
BOTTOM SEDIMENT ELEV = 248.00
20' PRIVATE STORM
DRAIN EASEMENT
SHA
L
LOW
WA
TERSHAL
LOW

LAND
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=9', W1=5', W2=6', D=18",
D50=6", DMAX=9"
C-
1
6
2
50' CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO DETAIL,
THIS SHEET
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 254.50
P.POOL ELEV = 254.00
BOTTOM ELEV.= 253.50
RIP RAP EMERGENCY
SPILLWAY NCDOT
CLASS "B" RIP RAP
VARIABLE WIDTH BMP
ACCESS & MAINTENANCE
EASEMENT
3:1 SLOPE
TOP OF BERM = 255.00
WEIR ELEV. = 254.00
TOP OF BERM = 260.50
6' VEGETATED
SHELF
C-16
6
18" RCP @ 1.00%
(O-RING JOINTS ASTM C443)
FES #500
INV = 253.50
REFER TO NOTES FOR
EMBANKMENT COMPACTION
SAND DIAPHRAGM, REFER
TO DETAIL ON THIS SHEET
6' VEGETATED SHELF AT 6:1 MAX
SLOPE. PERMANENT POOL TO BE
CENTERED IN SHELF
PRECAST RISER STRUCTURE,
REFER TO DETAIL ON THIS SHEET
CLAY LINER, REFER TO NOTESCOMPACTED SUBGRADE
MAIN PERMANENT POOL
SEDIMENT STORAGE ELEV = 249.00
BOTTOM ELEV = 248.00
FOREBAY
1
2
1
2
3
1
3
1
PRECAST RISER STRUCTURE W/ TRASH
RACK, REFER TO DETAIL ON THIS SHEET
TOP OF DAM = 260.50
PERMANENT POOL ELEV = 254.00
WQV TEMPORARY POOL ELEV = 256.00
50' EMERGENCY
SPILLWAY
BOTTOM ELEV. = 259.30
FOREBAY WEIR BOTTOM ELEV = 254.00
5' WIDE
BERM FOREBAY BERM
ELEV = 255.00
EXISTING GROUND
BOTTOM ELEV = 250.00
SEDIMENT STORAGE
ELEV = 251.00
2 YEAR WSE = 257.20
10 YEAR WSE = 259.30
25 YEAR WSE = 259.87
100 YEAR WSE = 260.26
FES #300
TW: 261.00
BW: 260.50 TW: 261.00
BW: 256.00
SHALLOW WATERSHALLOW LANDTOP OF BERM = 255.00
WEIR ELEV. = 254.00
FOREBAY
TOP SED. ELEV = 251.00
BOTTOM SED. ELEV = 250.00
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'I' RIP RAP
L=24', W1=9', W2=11', D=24",
D50=10", DMAX=17"
TW: 261.00
BW: 256.00
TW: 261.00
BW: 260.50
STORMWATER MANAGEMENT NOTES:
1.THIS SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN.
2.SITE DRAINS TO BLACK RIVER, STREAM CLASSIFICATION C; SW, INDEX NO. 18-68-12-1
3.THE PROPOSED DEVELOPMENT IS CONSIDERED HIGH DENSITY PER NCDENR - DWQ DEFINITIONS.
4.WET DETENTION BASINS MEET THE MINIMUM DESIGN CRITERIA, PART C-3 & PROVIDES PEAK
FLOW ATTENUATION FOR THE 2 & 10 YEAR STORM EVENTS.
STORM DRAINAGE TABLE
INLET#
100
101
102
103
104
105
106
107
108
109
110
111
112
TYPE
FES
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
ROADWAY
NONE.
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
S. WILMA STREET
S. WILMA STREET
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
CAMILLE BROOKS DRIVE
RIM ELEV
(EOP)
259.83
266.69
263.97
271.96
274.46
278.66
278.66
281.43
281.43
266.69
263.97
271.97
274.46
INV IN
(FROM-SIZE)
257.50
(101-18")
260.45
(109-15")
259.30
(102-15")
260.24
(103-18")
260.64
(110-15")
265.40
(104-18")
265.54
(111-15")
268.19
(105-15")
268.11
(112-15")
272.23
(106-15")
272.59
(107-15")
276.04
(108-15")
INV OUT
(TO-SIZE)
259.20
(100-18")
260.54
(101-15")
265.29
(101-18")
267.86
(103-18")
272.13
(104-15")
272.49
(105-15")
275.88
(106-15")
276.30
(107-15")
260.70
(101-15")
260.77
(102-15")
265.79
(103-15")
268.36
(104-15")
STORM DRAINAGE TABLE
INLET#
200
201
202
203
204
205
206
207
208
209
209A
210
211
212
213
214
215
216
217
218
TYPE
FES
YI
CB
CB
CB
CB
CB
CB
CB
CB
YI
YI
YI
YI
CB
CB
YI
YI
YI
YI
ROADWAY
NONE.
NONE.
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
NONE.
NONE.
NONE.
NONE.
S. WILMA STREET
S. WILMA STREET
NONE.
NONE.
NONE.
NONE.
RIM ELEV
(EOP)
256.88
260.80
263.47
264.79
266.42
268.79
271.09
271.09
263.19
263.19
263.75
265.80
267.30
270.80
266.62
268.88
260.80
260.80
261.00
261.00
INV IN
(FROM-SIZE)
254.00
(201-24")
254.75
(202-24")
254.75
(215-18")
256.45
(203-18")
256.45
(208-18")
258.29
(204-18")
260.25
(205-15")
260.25
(213-15")
262.65
(206-15")
262.65
(214-15")
264.85
(207-15")
256.80
(209-18")
257.22
(209A-18")
257.69
(210-18")
259.02
(211-15")
262.10
(212-15")
255.37
(216-15")
256.14
(217-15")
256.66
(218-15")
INV OUT
(TO-SIZE)
254.65
(200-24")
255.51
(201-24")
258.14
(202-18")
260.15
(203-18")
262.50
(204-15")
264.70
(205-15")
265.11
(206-15")
256.70
(202-18")
257.12
(208-18")
257.59
(209-18")
258.92
(209A-18")
262.00
(210-15")
264.87
(211-15")
260.54
(204-15")
262.92
(205-15")
255.37
(201-18")
256.14
(215-15")
256.66
(216-15")
257.17
(217-15")
STORM DRAINAGE TABLE
INLET#
300
301
302
303
304
305
306
307
308
309 (DBL)
310
311
312
313
314
315
316
317
318
319
TYPE
FES
YI
YI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
ROADWAY
NONE.
NONE.
NONE.
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
S. WILMA STREET
RIM ELEV
(EOP)
255.52
260.60
261.30
264.68
265.98
271.01
274.74
278.19
278.95
276.85
278.44
279.86
280.83
282.40
284.50
285.90
264.70
265.98
271.03
274.74
INV IN
(FROM-SIZE)
254.00
(301-30")
254.44
(302-30")
256.02
(303-24")
258.55
(304-24")
258.55
(316-15")
259.85
(305-24")
259.75
(317-15")
264.75
(306-24")
264.75
(318-15")
268.52
(307-24")
268.52
(331-15")
268.52
(319-15")
269.49
(308-24")
269.51
(320-15")
269.83
(309 (DBL)-24")
269.83
(321-15")
270.87
(310-18")
270.87
(322 (DBL)-24")
272.27
(311-18")
273.65
(312-18")
273.65
(327-18")
274.68
(313-18")
276.15
(314-15")
276.15
(328-15")
278.15
(315-15")
INV OUT
(TO-SIZE)
254.34
(300-30")
255.92
(301-30")
258.39
(302-24")
259.79
(303-24")
264.50
(304-24")
268.42
(305-24")
269.41
(306-24")
269.73
(307-24")
270.77
(308-24")
272.09
(309 (DBL)-18")
273.55
(310-18")
274.56
(311-18")
276.05
(312-18")
278.03
(313-15")
280.39
(314-15")
258.80
(303-15")
260.00
(304-15")
265.02
(305-15")
268.78
(306-15")
STORM DRAINAGE TABLE
INLET#
400
401
TYPE
FES
RS
ROADWAY
NONE.
NONE.
RIM ELEV
(EOP)
258.72
259.94
INV IN
(FROM-SIZE)
257.20
(401-15")
INV OUT
(TO-SIZE)
257.50
(400-15")
STORM DRAINAGE TABLE
INLET#
500
501
TYPE
FES
RS
ROADWAY
NONE.
NONE.
RIM ELEV
(EOP)
255.32
258.00
INV IN
(FROM-SIZE)
253.53
(501-18")
INV OUT
(TO-SIZE)
254.00
(500-18")
STORM DRAINAGE TABLE
INLET#
600
601
TYPE
FES
FES
ROADWAY
NONE.
NONE.
RIM ELEV
(EOP)
264.52
264.82
INV IN
(FROM-SIZE)
263.00
(601-15")
INV OUT
(TO-SIZE)
263.30
(600-15")
STORM DRAINAGE TABLE
INLET#
700
701
TYPE
FES
FES
ROADWAY
NONE.
NONE.
RIM ELEV
(EOP)
259.53
260.59
INV IN
(FROM-SIZE)
258.01
(701-18")
INV OUT
(TO-SIZE)
258.80
(700-18")
STORM DRAINAGE TABLE
INLET#
320
321A (DBL)
321
322 (DBL)
322A (DBL)
323
324
325
326
327
328
329
330
331
TYPE
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
ROADWAY
S. WILMA STREET
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
KATHY MAE COURT
KATHY MAE COURT
KATHY MAE COURT
KATHY MAE COURT
BUDDY CAMPBELL COURT
BUDDY CAMPBELL COURT
KATHY MAE COURT
KATHY MAE COURT
S. WILMA STREET
RIM ELEV
(EOP)
278.19
277.78
278.95
276.85
277.99
278.43
278.43
286.52
286.50
279.87
282.51
284.51
285.14
274.00
INV IN
(FROM-SIZE)
270.19
(321A (DBL)-15")
271.74
(323-18")
271.24
(322A (DBL)-15")
272.09
(325-15")
272.09
(324-15")
280.73
(326-15")
276.52
(329-15")
277.58
(330-15")
INV OUT
(TO-SIZE)
269.77
(307-15")
273.28
(321-15")
270.09
(308-15")
271.14
(309 (DBL)-24")
273.49
(322 (DBL)-15")
271.99
(322 (DBL)-18")
272.35
(323-15")
280.63
(323-15")
280.99
(325-15")
273.90
(311-18")
276.42
(313-15")
277.48
(328-15")
279.73
(329-15")
269.22
(306-15")
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-17 STORM DRAIN DESIGN TABLES.DWGPLOTTED: 7/30/2018 5:13 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
STORM DRAIN DESIGN TABLES C-17N.T.S.
SCALE:
1
C-17
STORM DRAINAGE TABLES
NTS
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICEWTLDWTLDWTLDWTLDWTLDWTLDW83
70
37
31 32 33 34
35 36
86
81
82
84858887
40
39
242322
38
10+0011+00PC:16+36
PC:13+85
PT:14+74
10+0011+009+50 10+00 11+00 12+00 13+00 14+00
15+00
16+00
17
+
0
0
BUDDY CAMPBELL
COURT
S. WILMA STREET
WWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCB#107
CB#108
CB#105
CB#106
26 LF 15" RCP @ 1.00%
47 LF 15" RCP @ 7.00%
26 LF 15" RCP @ 1.00%
SSMH#7
SSMH#23
SSMH#22
SSMH#21
SSMH#20
278 LF 8" DIP @ 3.00%
185 LF 8" SDR35 PVC @ 0.50%
78 LF 8" SDR35 PVC @ 0.50%
200 LF 8" SDR35 PVC @ 2.40%
201 LF 8" SDR35 PVC @ 3.00%
CB#307
CB#308
CB#321
CB#320
CB#306
CB#319
CB#318
CB#305
CB#317
CB#304
CB#316
CB#303
132 LF 24" RCP @ 1.80%
124 LF 24" RCP @ 1.00%
186 LF 24" RCP @ 2.50%
120 LF 24" RCP @ 3.05%
111 LF 24" RCP
@ 0.80%
47 LF 24" RCP @ 0.50%
26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%27 LF 15" RCP
@ 1.00%
25 LF 15" RCP @ 1.00%
25 LF 15" RCP @ 1.00%
140 LF 15" RCP @ 0.50%
FHA
11.25° ELBOW w/ T.B.
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT 4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
8" CROSS w/
T.B.
(4) 8" GV
8"x6" REDUCER
PROPOSED 8"
C900 PVC
WATER LINE
FHA
FHA
CAMILLE BROOKS
DRIVE
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE EASEMENT
3/4" CLUBHOUSE
METER & BFP
20' PRIVATE STORM DRAINAGE EASEMENT
20' U/G POWER EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
PROPOSED 8" C900
PVC WATER LINE
245
250
255
260
265
270
275
280
285
290
245
250
255
260
265
270
275
280
285
290
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L L
1.04%
3.87
%
3.11%
LOW PT STA: 16+37.50
LOW PT ELEV: 265.90
PVI STA: 15+80.00
PVI ELEV: 266.50
K: 55.69
LVC: 115.00
PVC: 15+22.50ELEV: 268.29PVT: 16+37.50ELEV: 265.909+25()9+50(287.29)10+00(285.00)285.6810+50(282.68)283.7411+00(280.78)281.8111+50(278.58)279.8712+00(277.18)278.3212+50(275.61)276.7613+00(274.31)275.2113+50(272.88)273.6514+00(271.60)272.1014+50(270.41)270.5415+00(269.06)268.9915+50(267.67)267.5016+00(266.23)266.4216+50(264.86)265.7717+00(263.84)265.2517+50(263.48)264.7218+00(263.61)264.20STA: 17+96.08TOP: 264.12INV IN: 255.00INV OUT: 254.80194' DIA.74 LF 8" SDR35 PVC @ 0.50%STA: 17+18.41TOP: 264.93INV IN: 255.57INV IN: 255.71INV OUT: 255.37204' DIA.78 LF 8" SDR35 PVC @ 0.50%STA: 16+35.68TOP: 265.80INV IN: 256.16INV OUT: 255.96214' DIA.200 LF
8
"

S
D
R
3
5

P
V
C

@

2
.
4
0
%STA: 14+35.25TOP: 270.88INV IN: 261.17INV OUT: 260.97224' DIA.201 L
F

8
"

S
D
R
3
5

P
V
C

@

3
.
0
0
%STA: 12+34.40TOP: 277.13INV IN: 267.52INV IN: 267.52INV OUT: 267.19234' DIA.FINISHED GRADE
EXISTING GROUND
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L L
CB#303STA: 17+30.75TOP: 264.68INV IN: 258.55 (304)INV IN: 258.55 (316)INV OUT: 258.39 (302)124 LF 24" RCP @

1
.
0
0
%CB#304STA: 16+12.59TOP: 265.98INV IN: 259.85 (305)INV IN: 259.75 (317)INV OUT: 259.79 (303)186 LF
2
4
"

R
C
P

@

2
.
5
0
%CB#305STA: 14+27.09TOP: 271.01INV IN: 264.75 (306)INV IN: 264.75 (318)INV OUT: 264.50 (304)120 L
F

2
4
"

R
C
P

@

3
.
0
5
%CB#306STA: 13+07.44TOP: 274.74INV IN: 268.52 (307)INV IN: 268.52 (331)INV IN: 268.52 (319)INV OUT: 268.42 (305)111 LF 24" RCP @ 0.80
%CB#307STA: 11+96.46TOP: 278.19INV IN: 269.49 (308)INV IN: 269.51 (320)INV OUT: 269.41 (306)CONNECT TO EXISTING
WATER MAIN
1.25° HORIZ BEND
FHA
8" CROSS CONNECTION TO
BUDDY CAMPBELL COURT
AND CAMILLE BROOKS DRIVE
(2) 8" GV FHA
FHA
18" MIN
CLEARANCE
TYP
PROPOSED 8" C900
PVC WATER MAIN
24" MIN
CLEARANCE
TYP
ENSURE SMOOTH TRANSITION
TO CAMPBELL STREET
36" MIN
CLEARANCE
TYP
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-18 S. WILMA ST. PLAN AND PROFILE I.DWGPLOTTED: 7/30/2018 5:14 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
S. WILMA ST. PLAN AND PROFILE I C-181" = 40'
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO TOWN OF ANGIER PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF ANGIER PUBLIC WORKS PRIOR TO MAKING
CONNECTION TO ANY TOWN OWNED INFRASTRUCTURE. A PRE CONSTRUCTION
MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR & THE TOWN OF ANGIER.
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 ANGIER SPECIFICATIONS.
ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
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 W/ BRASS CAP.
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 TRACER WIRE PER TOWN OF
ANGIER 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.SANITARY SEWER CLEANOUTS AND WATER METERS SHALL NOT BE LOCATED WITHIN
DRIVEWAYS - NO EXCEPTIONS.
14.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
15.REFER TO DESIGN TABLES SHEET FOR STORM DRAINAGE TABLES.
LEGEND:
SCALE:
1
C-18
STATION 10+00-18+00
1" = 40'
S. WILMA ST. PLAN VIEW
SCALE:
2
C-18
STATION 10+00-18+00
H - 1" = 40' V - 1"=4'
S. WILMA ST. PROFILE VIEW
SCALE IN FEET
0
4'SCALE:1"=4'VERTICALN40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
78
80
77 76 73
79
75 7172
53
41
43
42
44
74
PC:22+53
PT:23+16
PT:20+91
11+0012+0013+0018+0019+0020+0
0
21+00
22+00
23+00 24+00 25+00 25+63WWWWWWWWWWWWWWW
WWWWWWWWWWWWWWS
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS1
1
+
0
0
1
2
+
0
0
1
2
+
0
9
FHA
PROPOSED 8" C900
PVC WATER LINE
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
CB#206
CB#207
YI#212
CB#214
CB#205
YI#211
CB#213
CB#204
YI#210
CB#203
CB#202
CB#209
CB#208
75 LF 18" RCP
@ 2.26%
84 LF 18" RCP @ 2.23%
161 LF 15" RCP @ 1.40%164 LF 15" RCP @ 1.25%
26 LF 15" RCP
@ 1.00%
50 LF 18" RCP @ 0.50%20 LF 18" RCP @ 1.87%
166 LF 15" RCP @ 1.80%
154 LF 15" RCP @ 1.80%
27 LF 15" RCP @ 1.00%
29 LF 15" RCP @ 1.00%
27 LF 18" RCP @ 1.20%
SSMH#4
SSMH#3SSMH#2
SSMH#19
SSMH#1
SSMH#18
99 LF 8" DIP @ 0.50%
220 LF 8" DIP @ 0.50%
273 LF 8" DIP @ 0.50%
278 LF 8" DIP @ 3.00%
71 LF 8" SDR35 PVC @ 0.50%
83 LF 8" SDR35 PVC @ 0.50%
7
4

L
F

8
"

SDR
3
5

P
VC
@

0
.
5
0%
93 LF 18" RCP
@ 2.65%
CB#104
CB#103
CAMILLE BROOKS
DRIVE
S. WILMA STREET
FHA
FHA
20' PUBLIC
UTILITY
EASEMENT
20' PRIVATE
STORM DRAINAGE
EASEMENT
20' PRIVATE
STORM DRAINAGE
EASEMENT
8" TEE w/ T.B.
(3) 8" GV
YI#209A
75 LF 18" RCP @ 1.65%
245
250
255
260
265
270
275
280
285
290
245
250
255
260
265
270
275
280
285
290
L L L
L
L
L
L
L
L L
L
L
L
L
R R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R
R
R
R
L L L
L
L
L
L
L
L L
L
L
L
L
18+00(263.61)264.2018+50(263.95)263.6819+00(264.14)263.4319+50(264.30)263.8520+00(264.82)264.8420+50(265.76)265.9221+00(267.16)266.9021+50(268.23)267.6922+00(268.98)268.3922+50(269.23)269.0823+00(269.95)269.7823+50(270.31)270.4724+00(271.05)271.1624+50(271.83)271.8625+00(272.97)272.5525+50(273.87)273.5726+00()26+25()2.16%
1.39%
2.97%
LOW PT STA: 18+93.75
LOW PT ELEV: 263.43
PVI STA: 19+15.00
PVI ELEV: 263.00
K: 38.04
LVC: 122.00
PVC: 18+54.00ELEV: 263.64PVT: 19+76.00ELEV: 264.32HIGH PT STA: 21+50.00
HIGH PT ELEV: 267.69
PVI STA: 21+00.00
PVI ELEV: 267.00
K: 129.22
LVC: 100.00
PVC: 20+50.00ELEV: 265.92PVT: 21+50.00ELEV: 267.69FINISHED GRADE
EXISTING GROUND
CB#208STA: 18+93.76TOP: 263.19INV IN: 256.80 (209)INV OUT: 256.70 (202)50 LF 18" RCP
@ 0.50%CB#202STA: 19+39.63TOP: 263.47INV IN: 256.45 (203)INV IN: 256.45 (208)INV OUT: 255.51 (201)75 LF 18"
R
C
P
@ 2.26%CB#203STA: 20+08.81TOP: 264.79INV IN: 258.29 (204)INV OUT: 258.14 (202)84 LF 18"
R
C
P
@ 2.23%CB#204STA: 20+86.59TOP: 266.42INV IN: 260.25 (205)INV IN: 260.25 (213)INV OUT: 260.15 (203)161 LF 15" RCP

@

1
.
4
0
%CB#205STA: 22+46.58TOP: 268.79INV IN: 262.65 (206)INV IN: 262.65 (214)INV OUT: 262.50 (204)164 LF 15" RCP @

1
.
2
5
%CB#206STA: 24+12.18TOP: 271.09INV IN: 264.85 (207)INV OUT: 264.70 (205)STA: 19+58.15TOP: 263.85INV IN: 253.30INV IN: 253.84INV OUT: 253.1014' DIA.71 LF 8" SDR35 PVC @ 0.50%STA: 18+83.51TOP: 263.32INV IN: 254.39INV OUT: 254.19184' DIA.83 LF 8" SDR35 PVC @ 0.50%STA: 22+84.74TOP: 269.44INV IN: 255.30INV OUT: 255.1034' DIA.220 LF 8" DIP @ 0.50%STA: 20+63.38TOP: 266.08INV IN: 254.00INV IN: 254.13INV OUT: 253.7924' DIA.99 LF 8" DIP @ 0.50%
273 LF 8" DIP @ 0.50%STA: 12+84 (CAMILLE BROOKS DRIVE)TOP: 273.64INV IN: 256.86INV IN: 258.56INV OUT: 256.6645' DIA.STA: 25+57.01 (S. WILMA STREET)FHA
FHA
FHA
8" TEE CONNECTION TO
CAMILLE BROOKS DRIVE
(1) 8" GV
18" MIN CLEARANCE TYP
PROPOSED 8" C900
PVC WATER MAIN
36" MIN
CLEARANCE
TYP
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-19 S. WILMA ST. PLAN AND PROFILE II.DWGPLOTTED: 7/30/2018 5:15 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
S. WILMA ST. PLAN AND PROFILE II C-191" = 40'
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO TOWN OF ANGIER PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF ANGIER PUBLIC WORKS PRIOR TO MAKING
CONNECTION TO ANY TOWN OWNED INFRASTRUCTURE. A PRE CONSTRUCTION
MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR & THE TOWN OF ANGIER.
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 ANGIER SPECIFICATIONS.
ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
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 W/ BRASS CAP.
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 TRACER WIRE PER TOWN OF
ANGIER 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.SANITARY SEWER CLEANOUTS AND WATER METERS SHALL NOT BE LOCATED WITHIN
DRIVEWAYS - NO EXCEPTIONS.
14.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
15.REFER TO DESIGN TABLES SHEET FOR STORM DRAINAGE TABLES.
LEGEND:
SCALE:
1
C-19
STATION 18+00-25+63
1" = 40'
S. WILMA ST. PLAN VIEW
SCALE:
2
C-19
STATION 18+00-25+63
H - 1" = 40' V - 1"=4'
S. WILMA ST. PROFILE VIEW
SCALE IN FEET
0
4'SCALE:1"=4'VERTICALN40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
A
A
A
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICEWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
LD
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD
WTLD
WTLD
VA
N
28
26
6
5
4
27
29
25
30
24
2
1
7
13
8
9
11
16+6710+0011+0014
+
0
0
15
+
0
0
1
6
+
0
0
P
C
:
1
5
+
2
4
PT:16+4518+0010
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14+0
0
15+00
16+00
17+00
P
C
:
1
3
+
4
1
PT:15
+
5
9
10
+
0
0
12+00BUDDY CAMPBELL
COURT
KATHY MAE
COURT
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W WWWWWWW
W
W
W
W
WWWS
S
S
S
S
S
S
S
S
S
SS
S
S SSSSSSSSSSS
S
S
S
SS
SS
S
S
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSMH#17
SSMH#15
SSMH#14
SSMH#13
SSMH#7
SSMH#12
SSMH#11
SSMH#8
SSMH#23
185 LF 8" SDR35 PVC @ 0.50%
173 LF 8" SDR35 PVC @ 0.50%
94 LF 8" SDR35 PVC
@ 1.00%
89 LF 8" SDR35 PVC
@ 1.50%
150 LF 8" SDR35 PVC
@ 1.57%
97 LF 8" SDR35 PVC @ 1.36%
76 LF 8" SDR35 PVC
@ 3.00%
CB#315
CB#330
CB#329
CB#314
CB#328
CB#313
CB#312
CB#327
CB#311
CB#307
CB#308
CB#321
CB#310
CB#323
CB#324
CB#309 (DBL)
CB#322 (DBL)
CB#331111 LF 24" RCP @ 0.80%47 LF 24" RCP
@ 0.50%
189 LF 24" RCP @ 0.50%
134 LF 18" RCP @ 0.91%
103 LF 18" RCP @ 1.25%
70 LF 18" RCP @ 1.30%
110 LF 18" RCP @ 1.25%
144 LF 15" RCP @ 1.30%
75 LF 15" RCP @ 3.00%
27 LF 24" RCP @ 1.00%
50 LF 18" RCP @ 0.50%
27 LF 15" RCP @ 1.00%
48 LF 15" RCP @ 2.00%
28 LF 15" RCP @ 7.60%
25 LF 18" RCP
@ 1.00%
26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%
26 LF 15" RCP @ 1.00%
14
0

L
F

1
5
"

R
C
P

@

0
.
5
0
%
PROPOSED 8"
C900 PVC
WATER LINE
4" SANITARY
SEWER C/O &
SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
FHA
VARIABLE WIDTH
PUBLIC STORM
DRAINAGE EASEMENT
8" CROSS
(4) 8" GV
8" TEE w/
T.B.
(3) 8" GV
FHA
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
8" TEE w/ T.B.
(3) 8" GV
BLOW OFF VALVE
ASSEMBLY (BOA)
45° ELBOW w/ T.B.
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
FHA
90 LF 15" RCP @ 3.44%
CB#321A (DBL)
101 LF 15" RCP @ 2.22%
CB#322A (DBL)
260
265
270
275
280
285
290
295
260
265
270
275
280
285
290
295
L L
L
L
L L L
L
L
L
L
L
L
L
R
R
R
R RR
R
R
R
R
R
R
R
R
2.00%
1.29%
1.46%
LOW PT STA: 12+31.94
LOW PT ELEV: 277.09
PVI STA: 12+35.00
PVI ELEV: 276.75
K: 36.32
LVC: 100.00
PVC: 11+85.00ELEV: 277.40PVT: 12+85.00ELEV: 277.489+75()10+00(278.58)279.8710+50(279.32)279.1411+00(278.92)278.4911+50(277.28)277.8512+00(276.42)277.2312+50(279.39)277.1413+00(279.26)277.7013+50(278.81)278.4314+00(278.19)279.1614+50(278.65)279.8915+00(279.75)280.6215+50(281.39)281.3516+00(282.66)282.0816+50(283.50)282.8117+00(284.19)283.5417+50(284.62)284.2718+00()18+25()185 LF 8" SDR35 PVC @ 0.50%STA: 11+79TOP: 277.43INV IN: 268.42INV IN: 268.22INV OUT: 268.0284' DIA.173 LF 8" SDR35 PVC @ 0.50%
94 LF 8" SDR35 PVC @

1
.
0
0
%STA: 14+49.86TOP: 279.77INV IN: 270.42INV OUT: 270.22124' DIA.89 LF 8" SDR35

P
V
C

@

1
.
5
0
%STA: 15+42.21TOP: 281.12INV IN: 271.95INV OUT: 271.75134' DIA.150 LF 8" SDR
3
5

P
V
C

@

1
.
5
7
%STA: 16+92.41TOP: 283.28INV IN: 274.50INV IN: 274.50INV OUT: 274.30144' DIA.97 LF 8" SDR35
P
V
C

@

1
.
3
6
%CB#308STA: 10+46.47TOP: 278.95INV IN: 269.83 (309 (DBL))INV IN: 269.83 (321)INV OUT: 269.73 (307)189 LF 24" RCP @ 0.50%CB#309 (DBL)STA: 12+35.25TOP: 276.85INV IN: 270.87 (310)INV IN: 270.87 (322 (DBL))INV OUT: 270.77 (308)134 LF 18" RCP @ 0.91
%CB#310STA: 13+67.12TOP: 278.44INV IN: 272.27 (311)INV OUT: 272.09 (309 (DBL))103 LF 18" RCP
@

1
.
2
5
%CB#311STA: 14+64.47TOP: 279.86INV IN: 273.65 (312)INV IN: 273.65 (327)INV OUT: 273.55 (310)70 LF 18" RCP @

1
.
3
0
%CB#312STA: 15+30.61TOP: 280.83INV IN: 274.68 (313)INV OUT: 274.56 (311)110 LF 18" RCP @

1
.
2
5
%CB#313STA: 16+38.40TOP: 282.40INV IN: 276.15 (314)INV IN: 276.15 (328)INV OUT: 276.05 (312)144 LF 15" RCP
@

1
.
3
0
%CB#314STA: 17+74.73TOP: 284.50INV IN: 278.15 (315)INV OUT: 278.03 (313)18" MIN
CLEARANCE TYP
FINISHED GRADE
EXISTING GROUND
FHA
2" BOA
8" GV
8" CROSS CONNECTION TO
S. WILMA STREET AND
CAMILLE BROOKS DRIVE
(2) 8" GV
8" TEE CONNECTION TO
KATHY MAE COURT
(2) 8" GV
8" TEE CONNECTION TO
KATHY MAE COURT
(2) 8" GV
PROPOSED 8" C900
PVC WATER MAIN
24" MIN
CLEARANCE, TYP
DIP WATER MAIN 10' EITHER
SIDE OF CROSSING
12" CLEARANCE STA: 17+90.10TOP: 284.97INV IN: 276.16INV IN: 276.16INV IN: 276.16INV IN: 276.16INV OUT: 275.82155' DIA.STA: 13+52.12TOP: 278.34INV IN: 269.28INV IN: 269.42INV OUT: 269.08114' DIA.30" MIN
CLEARANCE
TYP
36" MIN
CLEARANCE
TYP
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-20 BUDDY CAMPBELL COURT PLAN AND PROFILE.DWGPLOTTED: 7/30/2018 5:15 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
BUDDY CAMPBELL COURT PLAN AND PROFILEC-201" = 40'
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO TOWN OF ANGIER PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF ANGIER PUBLIC WORKS PRIOR TO MAKING
CONNECTION TO ANY TOWN OWNED INFRASTRUCTURE. A PRE CONSTRUCTION
MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR & THE TOWN OF ANGIER.
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 ANGIER SPECIFICATIONS.
ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
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 W/ BRASS CAP.
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 TRACER WIRE PER TOWN OF
ANGIER 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.SANITARY SEWER CLEANOUTS AND WATER METERS SHALL NOT BE LOCATED WITHIN
DRIVEWAYS - NO EXCEPTIONS.
14.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
15.REFER TO DESIGN TABLES SHEET FOR STORM DRAINAGE TABLES.
LEGEND:
SCALE:
1
C-20
STATION 10+00-18+00
1" = 40'
BUDDY CAMPBELL COURT PLAN VIEW
SCALE:
2
C-20
STATION 10+00-18+00
H - 1" = 40' V - 1"=4'
BUDDY CAMPBELL COURT PROFILE VIEW
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
A
A
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
64 5960616263686566677069
88 71
24
10+0011+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+74
11+0012+0025+0025+63BUDDY CAMPBELL COURT WWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS
PROPOSED 8"
C900 PVC
WATER LINE
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
FHA
CB#107
CB#108
CB#105
CB#106
CB#104
CB#112
CB#103
CB#111
CB#101
CB#109 CB#110
CB#102
25 LF 15" RCP @ 1.00%
178 LF 15" RCP @ 0.70%
25 LF 15" RCP
@ 0.50%
26 LF 15" RCP @ 1.00%47 LF 15" RCP @ 7.00%
26 LF 15" RCP @ 1.00%
197 LF 15" RCP @ 2.00%
93 LF 18" RCP @ 2.65%
156 LF 18" RCP @ 3.25%
25 LF 15" RCP @ 1.00%
25 LF 15" RCP @ 1.00%
SSMH#7
SSMH#4 SSMH#5
SSMH#6195 LF 8" DIP @ 0.50%
278 LF 8" DIP @ 3.00%
132 LF 8" SDR35 PVC @ 0.50%
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
8" CROSS
(4) 8" GV
8" TEE w/
T.B.
(3) 8" GV
TEMP
BOA
AUTOMATIC
FLUSHING
DEVICE
FHA
20' PRIVATE STORM DRAINAGE EASEMENT
CAMILLE BROOKS
DRIVE
S. WILMA STREET
S. WILMA STREETBUDDY CAMPBELL
COURT
R31'
250
255
260
265
270
275
280
285
290
250
255
260
265
270
275
280
285
290
R
R
R
R
R
R
R
R
R
R
R
R
L
L
L
L
L
L
L
L
L
L
L
L
2.00%
2.13%
3.52
%
1.33%
LOW PT STA: 15+50.00
LOW PT ELEV: 265.80
PVI STA: 15+00.00
PVI ELEV: 266.46
K: 45.56
LVC: 100.00
PVC: 14+50.00ELEV: 268.22PVT: 15+50.00ELEV: 265.80HIGH PT STA: 12+50.00
HIGH PT ELEV: 274.56
PVI STA: 13+00.00
PVI ELEV: 273.50
K: 71.86
LVC: 100.00
PVC: 12+50.00ELEV: 274.56PVT: 13+50.00ELEV: 271.749+75()10+00(278.58)279.8710+50(277.83)278.8211+00(277.01)277.7611+50(276.24)276.6912+00(275.47)275.6312+50(274.73)274.5613+00(273.67)273.3313+50(271.80)271.7414+00(269.99)269.9814+50(268.46)268.2215+00(266.97)266.7315+50(265.61)265.8016+00(265.07)265.1316+50(264.64)264.4717+00()17+25()STA: 12+84TOP: 273.64INV IN: 256.86INV IN: 258.56INV OUT: 256.6645' DIA.195 LF 8" DIP @ 0.50%STA: 10+06TOP: 279.92INV IN: 267.10INV OUT: 266.9074' DIA.278 L
F

8
"

D
I
P

@

3
.
0
0
%
132 LF 8" SDR35 PVC @ 0.50%
178 LF 15" RCP @ 0.70%CB#102STA: 16+69.81TOP: 263.97INV IN: 260.64 (110)INV OUT: 260.54 (101)CB#101STA: 14+92TOP: 266.69INV IN: 260.45 (109)INV IN: 259.30 (102)INV IN: 260.24 (103)INV OUT: 259.20 (100)156 L
F

1
8
"

R
C
P

@

3
.
2
5
%CB#103STA: 13+36.47TOP: 271.96INV IN: 265.40 (104)INV IN: 265.54 (111)INV OUT: 265.29 (101)93 LF 1
8
"

R
C
P
@ 2.65
%CB#104STA: 12+43.53TOP: 274.46INV IN: 268.19 (105)INV IN: 268.11 (112)INV OUT: 267.86 (103)197 LF 15
"

R
C
P

@

2
.
0
0
%CB#105STA: 10+46.47TOP: 278.66INV IN: 272.23 (106)INV OUT: 272.13 (104)FINISHED GRADE
EXISTING GROUND
18" MIN CLEARANCE TYP
8" CROSS CONNECTION TO
S. WILMA STREET AND
BUDDY CAMPBELL COURT
(2) 8" GV
8" TEE CONNECTION TO
S. WILMA STREET
(2) 8" GV
FHA
2" BOA
8" GV
PROPOSED 8" C900
PVC WATER MAIN
STA: 16+11.05TOP: 264.87INV IN: 259.03INV IN: 259.03INV OUT: 258.6964' DIA.36" MIN
CLEARANCE
TYP
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-21 CAMILLE BROOKS DRIVE PLAN AND PROFILE.DWGPLOTTED: 7/30/2018 5:16 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
CAMILLE BROOKS DRIVE PLAN AND PROFILE C-211" = 40'
LEGEND:
SCALE:
1
C-21
STATION 10+00-16+74
1" = 40'
CAMILLE BROOKS DRIVE PLAN VIEW
SCALE:
2
C-21
STATION 10+00-16+74
H - 1" = 40' V - 1"=4'
CAMILLE BROOKS DRIVE PROFILE VIEW
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL N40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO TOWN OF ANGIER PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF ANGIER PUBLIC WORKS PRIOR TO MAKING
CONNECTION TO ANY TOWN OWNED INFRASTRUCTURE. A PRE CONSTRUCTION
MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR & THE TOWN OF ANGIER.
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 ANGIER SPECIFICATIONS.
ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
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 W/ BRASS CAP.
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 TRACER WIRE PER TOWN OF
ANGIER 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.SANITARY SEWER CLEANOUTS AND WATER METERS SHALL NOT BE LOCATED WITHIN
DRIVEWAYS - NO EXCEPTIONS.
14.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
15.REFER TO DESIGN TABLES SHEET FOR STORM DRAINAGE TABLES.
A
A
A
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
W
SS 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
AUTOMATIC FLUSHING DEVICE
WT
L
DWW 28
26
17
16
15
27
29
25
30
24
23
21
22
14
13
1
6
+
6
710+0011+0012+0013
+
0
0
14
+
0
0
15
+
0
0
1
6
+
0
0PI:12+65PC:
1
5
+
2
4
PT:
1
6
+
4
5
12
+
0
0 17+00
KATHY MAE
COURT
W
W
W W
WWWWWWWWW
W
W
W
W
W
W
W
W
W
WWSS
SS SSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSCB#325
CB#326
CB#330
CB#329
CB#328
CB#323
CB#324
CB#322 (DBL)
50 LF 18" RCP @ 0.50%
163 LF 15" RCP @ 5.25%
26 LF 15" RCP @ 1.00%
48 LF 15" RCP @ 2.00%
28 LF 15" RCP
@ 7.60%
26 LF 15" RCP @ 1.00%
SSMH#10
SSMH#17
SSMH#9
SSMH#16
SSMH#14
SSMH#8
18
5

L
F

8
"

S
D
R
3
5

P
V
C

@

0
.
5
0
%
265 LF 8" SDR35 PVC @ 4.00%
116 LF 8" SDR35 PVC @ 4.00%
76 LF 8" SDR35 PVC
@ 3.00%
121 LF 8" SDR35 PVC @ 4.00%
PROPOSED 8" C900
PVC WATER LINE
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER &
SERVICE, TYP.
FHA
VARIABLE WIDTH PUBLIC
STORM DRAINAGE EASEMENT
8" TEE w/ T.B.
(3) 8" GV
VARIABLE WIDTH PUBLIC STORM DRAINAGE
EASEMENT
8" TEE w/ T.B.
(3) 8" GV
FHA
FHA
(2) 45° ELBOW
w/ T.B.
265
270
275
280
285
290
295
300
305
265
270
275
280
285
290
295
300
305
L
L
L
L
L
L L L
L
L
L
L
R
R
R
R
R
R R R
R
R
R
R
R
2.00%
2.00%
4.97%
4.23
%
HIGH PT STA: 13+87.04
HIGH PT ELEV: 291.57
PVI STA: 13+75.00
PVI ELEV: 295.00
K: 32.60
LVC: 300.00
PVC: 12+25.00ELEV: 287.54PVT: 15+25.00ELEV: 288.659+75()10+00(276.56)277.2010+50(279.93)278.8511+00(282.58)281.3311+50(285.18)283.8212+00(288.32)286.3012+50(290.39)288.6913+00(291.18)290.4113+50(291.42)291.3614+00(291.28)291.5514+50(290.87)290.9615+00(290.13)289.6115+50(289.04)287.5916+00(287.43)285.4816+50(285.04)283.3617+00()17+25()STA: 11+79TOP: 277.43INV IN: 268.42INV IN: 268.22INV OUT: 268.0284' DIA.STA: 16+92.41TOP: 283.28INV IN: 274.50INV IN: 274.50INV OUT: 274.30144' DIA.76 LF
8
"

S
D
R
3
5

P
V
C

@

3
.
0
0
%STA: 15+86.21TOP: 285.94INV IN: 276.98INV OUT: 276.78164' DIA.121
L
F

8
"

S
D
R
3
5

P
V
C

@

4
.
0
0
%
265 LF
8
"
S
D
R
3
5
P
V
C
@
4.
0
0
%
116 LF
8"
S
D
R
3
5
P
V
C
@
4.
0
0
%CB#325STA: 12+09.19TOP: 286.52INV IN: 280.73 (326)INV OUT: 280.63 (323)163 L
F
1
5"
R
C
P
@
5.
2
5
%CB#323STA: 10+46.47TOP: 278.43INV IN: 272.09 (325)INV IN: 272.09 (324)INV OUT: 271.99 (322 (DBL))FINISHED GRADE
EXISTING GROUND
8" TEE CONNECTION TO
BUDDY CAMPBELL COURT
(2) 8" GV
FHA
FHA
FHA
8" TEE CONNECTION TO
BUDDY CAMPBELL COURT
(2) 8" GV
18" MIN
CLEARANCE TYP
PROPOSED 8" C900
PVC WATER MAIN
24" MIN
CLEARANCE
TYPSTA: 12+64.91TOP: 289.49INV IN: 279.22INV IN: 279.35INV OUT: 279.0294' DIA.STA: 14+66.42TOP: 290.48INV IN: 282.15INV OUT: 281.82174' DIA.STA: 13+75.15TOP: 291.43INV IN: 284.21INV OUT: 283.87104' DIA.36" MIN
CLEARANCE
TYP
245
250
255
260
265
270
275
245
250
255
260
265
270
275
9+75()10+00()10+50(258.20)258.2011+00(260.28)260.2811+50(262.47)262.4712+00(264.21)264.2112+50()12+75()STA: 19+58.15TOP: 263.85INV IN: 253.30INV IN: 253.84INV OUT: 253.1014' DIA.209 LF 8" SDR
3
5

P
V
C

@

1
.
5
0
%STA: 10+00TOP: 257.08INV IN: 249.96INV IN: 249.63INV OUT: 249.48EX14' DIA.FINISHED GRADE
EXISTING GROUNDWTLDWTLDWTLDWTLDWTLDSSSSSSSSFWFWFLDFLDFLDFLDFLDFMFMFMFM 43
44
19+0020+00WWWWSS SS SS SS SS SS SSSSSSSS10+00 11+00 12+0012+09 SSMH#1
SSMH#18
SSMH#EX1
209 LF 8" SDR35 PVC @ 1.50%
99 LF 8" DIP @ 0.50%
71 LF 8" SDR35 PVC @ 0.50%
8
3

L
F

8
"

S
D
R
3
5

P
V
C
@

0
.
5
0
%
S. WILMA STREET
20' PUBLIC UTILITY EASEMENT
20' PRIVATE STORM DRAINAGE EASEMENT
153 LF 24" RCP @ 0.50%
CB#202
YI#201
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-22 KATHY MAE COURT & SS OUTFALL PLAN AND PROFILE.DWGPLOTTED: 7/30/2018 5:17 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
KATHY MAE COURT & SS OUTFALL PLAN AND PROFILEC-221" = 40'
LEGEND:
SCALE:
1
C-22
STATION 10+00-16+67
1" = 40'
KATHY MAE COURT PLAN VIEW
SCALE:
2
C-22
STATION 10+00-16+67
H - 1" = 40' V - 1"=4'
KATHY MAE COURT PROFILE VIEW
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
GENERAL NOTES:
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO TOWN OF ANGIER PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF ANGIER PUBLIC WORKS PRIOR TO MAKING
CONNECTION TO ANY TOWN OWNED INFRASTRUCTURE. A PRE CONSTRUCTION
MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR & THE TOWN OF ANGIER.
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 ANGIER SPECIFICATIONS.
ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
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 W/ BRASS CAP.
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 TRACER WIRE PER TOWN OF
ANGIER 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.SANITARY SEWER CLEANOUTS AND WATER METERS SHALL NOT BE LOCATED WITHIN
DRIVEWAYS - NO EXCEPTIONS.
14.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
15.REFER TO DESIGN TABLES SHEET FOR STORM DRAINAGE TABLES.
SCALE:
3
C-22
STATION 10+00-12+09
1" = 40'
SS OUTFALL PLAN VIEW
NSCALE:
4
C-22
STATION 10+00-12+09
H - 1" = 40' V - 1"=4'
SS OUTFALL PROFILE VIEW
A
A
W W W W W
W
W
SSxSSxO
H
E
O
H
E
O
H
E
O
H
E
O
H
EOHE
SSx
SSx
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEMH WTLDWTLDWTLDWTLDWTL
D WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WTLDWT
L
D
WTLD
WTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTL
D
W
T
L
D
SSSSSSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III TRUTEE &
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
SS
FMFMFMFMFMFMFMFM
FM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW260 260270
270
2
7
0
280
290
295
2
7
0
265
2
6
5
260
27
5
285
wv
wv
WWWWWWWWW
W W
W WWWWWWWWWWW W W W W W W W W W W W W W W
W
W WWWWWWWWW W W W
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSS
SS SS
SS SSSSSSSSSSSSSS
SS
SS SSSSSSSSSSSSSSSSSSVAN
28
83
64
26
59 60 61 62 63 68656667 7069
18 17 16 15
3
6
5
4
37
31
32
33
34
35
36
78
86
80
77
81
76
82
73
79
8475
85
8871
8772
27
29
25
30
54 53
41
40
39
43
42
48
46
45
44
52
51
50
49
55565758
24
23
21
22
20
19 14
47
74
38
21
7
13
8
9
12 11
10
X
X
X X X
2" PVC WATER
WETLAND IMPACT #1
PERMANENT = 0.0080 AC (351 SF)
TEMPORARY = 0.0185 AC (805 SF)
WETLAND IMPACT #2
PERMANENT = 0.0207 AC (900 SF)
WETLAND IMPACT #3
PERMANENT = 0.0460 AC
(2,004 SF)
WETLAND IMPACT #4
PERMANENT = 0.0048 AC (213 SF)
BUDDY CAMPBELL COURT
KATHY MAE COURT
S. WILMA STREETCAMPBELL
STREET
CAMPBELL
STREET
SCM #1
SCM #2
PHASE
ONE
PHASE
TWO
PHASE
THREE
FUTURE
PHASE FOUR
PHASE LINE
PHASE LINE
PHASE LINE
PHASE LINEEXISTING POND
EXISTING
WETLANDS
EXISTING
WETLANDSPHASE LINESTREAM IMPACT #2
LENGTH = 70 LF
STREAM IMPACT #1
LENGTH = 45 LF
PROPERTY BOUNDARY
O
H
E
O
H
E
O
H
E
OHEWTLDWTLDWTLDWTL
D
WTL
D
WTLD
WT
L
D
WT
L
D
WTLDW W W W WWSSSSSSSSSSSS SS
1
OHEOHEOHEOHEWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLD
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD260
52
51
WTLDWTLDWTLD
WTLD WTLDWTL
D
WTL
D
WTLDWTLDWTLDFLD565758
OHEOHEOHEOHEWTLDE 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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-23 ENVIRONMENTAL IMPACTS MAP.DWGPLOTTED: 7/30/2018 5:18 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
ENVIRONMENTAL IMPACTS MAP C-231" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
ENVIRONMENTAL IMPACTS SUMMARY
#1 #2 #3 #4 TOTAL
TEMPORARY IMPACTS 0.0185 AC ---0.0185 AC
PERMANENT IMPACTS 0.0080 AC 0.0207 AC 0.0460 AC 0.0048 AC 0.0795 AC
STREAM IMPACTS 45 LF 70 LF 115 LF
SCALE:
1
C-23
IMPACT AREA #1
1"=40'
SCALE:
2
C-23
IMPACT AREA #2
1"=40'
SCALE:
3
C-23
IMPACT AREA #3
1"=40'
SCALE:
4
C-23
IMPACT AREA #4 & STREAM #2
1"=40'SCALE:
5
C-23
STREAM #1
1"=40'
TEMPORARY
IMPACT
PERMANENT
IMPACT
PERMANENT
IMPACT
PERMANENT
IMPACT
PERMANENT
IMPACT
STREAM
IMPACT
STREAM
IMPACT
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
CONCRETE WASH AREA
X
X
X X X
W W W W W
W
W
SSxSSxSSx
SSx
MH WTLDWTLDWTLDWTLDWTL
D WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWT
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W
T
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D
SSSSSSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III TRUTEE &
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFW
FW
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDFLDFLD FLDFLDSS
MH
MH
MH
SS
SS
SS
SS
SS
FMFMFMFMFMFMFMFM
FM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW260 260270
270
2
7
0
280
290
295
2
7
0
265
2
6
5
260
27
5
285
wv
wv
2" PVC WATERTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDD
TDDTDDTDDTDDTDDTDDTDD
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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
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-01 EROSION CONTROL PLAN - INITIAL PHASE.DWGPLOTTED: 7/30/2018 5:18 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
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 = 25 AC
4.REFER TO DETAIL SHEET EC-03 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
NCDENR 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 NCDENR.
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:
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) = 92'x230'x2'
VOLUME REQUIRED = 28,980 CF
SURFACE AREA REQUIRED = 20,835 SF
SURFACE AREA PROVIDED= 21,202 SF
TOP OF BASIN ELEVATION = 260.50
SURFACE AREA ELEVATION = 258.00
BOTTOM OF BASIN ELEVATION = 254.00
CLEANOUT ELEVATION = 256.00
EMERGENCY SPILLWAY LENGTH = 50'
EMERGENCY SPILLWAY ELEVATION = 259.30
SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE
DEWATERING TIME = 3.53 days
SKIMMER SEDIMENT BASIN1
MINIMUM DIMENSIONS (WxLxD) = 60'x120'x2'
VOLUME REQUIRED = 7,560 CF
SURFACE AREA REQUIRED = 6,796 SF
SURFACE AREA PROVIDED= 10,328 SF
TOP OF BASIN ELEVATION = 261.50
SURFACE AREA ELEVATION = 259.50
BOTTOM OF BASIN ELEVATION = 257.50
CLEANOUT ELEVATION = 258.50
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 260.50
SKIMMER SIZE = 3 INCH, 2 INCH ORIFICE
DEWATERING TIME = 3.12 days
SKIMMER SEDIMENT BASIN
CONSTRUCTION ENTRANCE
USE EXISTING DITCH AS
TDD. INSTALL COIR
WATTLES EVERY 100'.
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
DISTURBANCE
LIMITS, TYP.
SILT FENCE, TYP.
TEMPORARY
DIVERSION DITCH
COIR WATTLE
TEMPORARY
DIVERSION DITCH
TEMPORARY 24"
HDPE STORM
DRAIN PIPE
USE EXISTING DITCH AS CLEAN
WATER DIVERSION DITCH. INSTALL
COIR WATTLES EVERY 100'.
ROCK CHECK DAM AT OUTLET
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
PORUS BAFFLE, TYP.
CONNECT SKIMMER TO RISER
STRUCTURE @ ELEV = 257.50. PLUG ANY
ORIFICES SKIMMER NOT CONNECTED TO
UNTIL CONVERSION OF SCM.
CONNECT SKIMMER TO RISER
STRUCTURE @ ELEV = 254.00. PLUG ANY
ORIFICES SKIMMER NOT CONNECTED TO
UNTIL CONVERSION OF SCM.
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
PORUS BAFFLE, TYP.
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
CONCRETE WASH AREA
2
1
EXISTING 18" RCP
PROPERTY BOUNDARY
TEMPORARY DIVERSION DITCH SCHEDULE
DITCH
DESIGNATION
DRAINAGE
AREA (AC)
RUNOFF
COEFFICIENT Q10 (CFS)
AVG.
SLOPE
(%)
FLOW
DEPTH (FT)
VELOCITY
(FPS)SHAPE GEOMETRY (FT)LINING MATERIAL
A 9.50 0.50 37.57 1.5%1.50 5.00 TRAPEZOIDAL b=2', d=24", m=2:1 STRAW w/ NET
B 2.90 0.50 11.47 0.5%0.91 3.30 TRAPEZOIDAL b=2', d=18", m=2:1 JUTE NET
C 2.20 0.50 8.74 1.4%0.75 3.32 TRAPEZOIDAL b=2', d=15", m=2:1 STRAW w/ NET
D 3.66 0.50 14.48 1.9%0.90 4.25 TRAPEZOIDAL b=2', d=18", m=2:1 STRAW w/ NET
TDD-A
INSTALL RIP-RAP
ALONG SIDE
SLOPE AT BEND
TDD-B
TDD-C
INSTALL RIP-RAP
ALONG SIDE
SLOPE AT BEND
TDD-D
SKIMMER SEDIMENT BASIN SIZES:
DO NOT DISTURB AREAS
POND DAM
REPAIR AREA
STOCKPILE
STOCKPILE
W W W W W
W
W
SSxSSxSSx
SSx
MH WTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTL
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T
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D WTLDWTLDWTLDWTLDWTLDWTLD
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LD
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WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
W
T
L
D
SSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III TRUTEE &
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
FMFMFMFMFMFM
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270
2
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280
290
295
2
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0
265
2
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5
260
27
5
285
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SAN
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14
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LOCAT
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18 17 16 15
3
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TS M
PS
TS M
PS
TS M
PS
TS M
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TS M
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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
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-02 EROSION CONTROL PLAN - CONSTRUCTION PHASE.DWGPLOTTED: 7/30/2018 5:19 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
EROSION CONTROL PLAN - CONSTRUCTION PHASEEC-021" = 80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
LEGEND:
CONSTRUCTION
ENTRANCE
USE EXISTING DITCH AS
TDD. INSTALL COIR
WATTLES EVERY 100'.
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
DISTURBANCE
LIMITS, TYP.
SILT FENCE, TYP.
COIR WATTLE
TEMPORARY
DIVERSION DITCH
USE EXISTING DITCH AS CLEAN
WATER DIVERSION DITCH. INSTALL
COIR WATTLES EVERY 100'.
ROCK CHECK DAM AT OUTLET
PORUS BAFFLE, TYP.
PORUS BAFFLE, TYP.
CLASS 'B' RIP-RAP
DOWN TO BASIN
INLET PROTECTION, TYP.
INLET PROTECTION, TYP.CONCRETE
WASH AREA
2
1
2
MINIMUM DIMENSIONS (WxLxD) = 92'x230'x2'
VOLUME REQUIRED = 28,980 CF
SURFACE AREA REQUIRED = 20,835 SF
SURFACE AREA PROVIDED= 21,202 SF
TOP OF BASIN ELEVATION = 260.50
SURFACE AREA ELEVATION = 258.00
BOTTOM OF BASIN ELEVATION = 254.00
CLEANOUT ELEVATION = 256.00
EMERGENCY SPILLWAY LENGTH = 50'
EMERGENCY SPILLWAY ELEVATION = 259.30
SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE
DEWATERING TIME = 3.53 days
SKIMMER SEDIMENT BASIN1
MINIMUM DIMENSIONS (WxLxD) = 60'x120'x2'
VOLUME REQUIRED = 7,560 CF
SURFACE AREA REQUIRED = 6,796 SF
SURFACE AREA PROVIDED= 10,328 SF
TOP OF BASIN ELEVATION = 261.50
SURFACE AREA ELEVATION = 259.50
BOTTOM OF BASIN ELEVATION = 257.50
CLEANOUT ELEVATION = 258.50
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 260.50
SKIMMER SIZE = 3 INCH, 2 INCH ORIFICE
DEWATERING TIME = 3.12 days
SKIMMER SEDIMENT BASIN
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 = 25 AC
4.REFER TO DETAIL SHEET EC-03 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
NCDENR 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 NCDENR.
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:
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
STOCKPILE
STOCKPILE
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-03 EROSION CONTROL DETAILS I.DWGPLOTTED: 7/30/2018 5:19 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
EROSION CONTROL DETAILS I EC-03NONE
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 = 25 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 IS
SUBJECT TO A FINE.
5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL 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 HUGH SURLES 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 MASS GRADING FOR A 88 LOT (PHASES 1-3) SINGLE FAMILY RESIDENTIAL SUBDIVISION. THE PROPERTY IS PRIVATELY
OWNED. SEE OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED.
APPROXIMATELY 25.42 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 6 FEET AND THE MAXIMUM CUT WILL BE APPROX. 6 FEET.
THIS PROJECT WILL INVOLVE REMOVAL OF TOPSOIL TO CREATE RESIDENTIAL ROADWAY, INFRASTRUCTURE, & PAD READY LOTS. 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 FALL 2018 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 10%.
1.OBTAIN A LAND-DISTURBING PERMIT FROM NCDENR.
2.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NCDENR AT LEAST ONE WEEK PRIOR TO START OF LAND DISTURBANCE.
3.CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE.
4.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.
5.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.
6.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 STRUCTURES FOR THE FUTURE WET DETENTION BASINS SHALL BE INSTALLED AT THIS TIME.
7.CALL NCDENR FOR AN ONSITE INSPECTION BY THE ONSITE INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE.
8.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
9.ROUGH GRADE ALL ROADWAYS.
10.CONSTRUCT SANITARY SEWER SYSTEM AND WATER MAINS THROUGHOUT PROJECT.
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.CONTINUE WITH MASS GRADING OF LOTS AND OPEN SPACE AREAS.
13.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.
14.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDENR ON SITE INSPECTOR.
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 ONSITE INSPECTOR. OBTAIN A CERTIFICATE OF COMPLETION.
17.SUBMIT NOTICE OF TERMINATION TO NCDENR.
·INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE, FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND
EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
·CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF
NATURAL RESOURCES LAND QUALITY SECTION: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
·THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION AND THE OWNER IS RESPONSIBLE FOR ALL
PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.
CONSTRUCTION SEQUENCE:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO
THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT [phone].
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
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
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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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-04 EROSION CONTROL DETAILS II.DWGPLOTTED: 7/30/2018 5:19 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
EROSION CONTROL DETAILS II EC-04N.T.S.
SCALE:
1
EC-04
INLET PROTECTION
NTS SCALE:
2
EC-04
TEMPORARY DIVERSION DITCH
NTS
SCALE:
3
EC-04
PIPE INLET PROTECTOIN
NTS
SEEDBED PREPARATION:
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.
SCALE:
5
EC-04
TEMPORARY DIVERSION DITCH
NTS
SCALE:
6
EC-04
COIR FIBER WATTLE DETAIL
NTS
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.
SCALE:
4
EC-04
SEEDING SCHEDULE
NTS
SCALE:
7
EC-04
RIP-RAP OUTLET PROTECTION
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC-05 EROSION CONTROL DETAILS II.DWGPLOTTED: 7/30/2018 5:20 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
EROSION CONTROL DETAILS II EC-05N.T.S.
SCALE:
1
EC-05
SKIMMER SEDIMENT BASIN
NTS
·
·
·
·
·
·
’
-
“
”
-
-
®
SCALE:
2
EC-05
POROUS BAFFLE
NTS
SCALE:
3
EC-05
DEWATERING SKIMMER
NTS
NOTES:
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
SCALE:
4
EC-05
STANDARD CONSTRUCTION ENTRANCE
NTS
SCALE:
5
EC-05
STANDARD TEMPORARY SILT FENCE
NTS
SCALE:
6
EC-05
STANDARD SILT FENCE OUTLET
NTS
50' MIN.20'BURY WIRE FENCE
AND HARDWARE
CLOTH
W W W W W
W
W
SSxSSxSSx
SSx
MH WTLDWTLDWTLDWTLDWTL
D WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WTLDWTLD
WTLD
WT
L
D
WT
LD
WT
L
D
WTLDWT
L
D
WTLD
WTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD WTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTL
D
W
T
L
D
SSSSSSSSSSSSSSSSMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
JAMES W JOHNSON III TRUTEE &
JAMES JOHNSON JR. TRUST
PIN: 0683-06-0336
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
SS
FMFMFMFMFMFMFMFM
FM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWwv
wv
25
'
SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
14
7A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION
VAN
28
83
64
26
59 60 61 62 63 68656667 7069
18 17 16 15
3
6
5
4
37
31
32
33
34
35
36
78
86
80
77
81
76
82
73
79
8475
85
8871
8772
27
29
25
30
54 53
41
40
39
43
42
48
46
45
44
52
51
50
49
55565758
24
23
21
22
20
19 14
47
74
38
21
7
13
8
9
12 11
10
X
X
X X XWWWWWWWWW
W W
W WWWWWWWWWWW W W W W W W W W W W W W W W
W
W WWWWWWWWW W W W
W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSS
SS SS
SS SSSSSSSSSSSSSS
SS
SS SSSSSSSSSSSSSS10+0011+0012+0012+09SSSS15' TYPE 'A' BUFFER
15' TYPE 'A' BUFFER
15' TYPE 'A' BUFFER
2" PVC WATER
QP-1
UP-1
QP-1
QP-1
QP-1
QP-1QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1QP-1QP-1
QP-1 QP-1 QP-1 QP-1 QP-1 QP-1
QP-1
QP-1
QP-1
QP-1
QP-1 QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
QP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1 UP-1 UP-1 UP-1 UP-1 UP-1
UP-1
UP-1
UP-1
UP-1 UP-1 UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
QP-1
QP-1 QP-1
QP-1
UP-1 UP-1 UP-1
UP-1
UP-1
UP-1UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
UP-1
REFER TO L-02 FOR
PLANTING PLAN
REFER TO L-02 FOR
PLANTING PLAN
BUDDY CAMPBELL COURT
KATHY MAE COURT
S. WILMA STREETCAMPBELL
STREET
CAMPBELL
STREETPROPERTY BOUNDARY
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L-01 LANDSCAPE PLAN.DWGPLOTTED: 7/30/2018 5:20 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
LANDSCAPE PLAN L-011" = 80'
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.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.
6.ADDITIONAL LANDSCAPING ON SITE MAYBE PROVIDED BY DEVELOPER.
SITE LANDSCAPE NOTES:
KEY
UP
QTY
49
BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT
ULMUS PARVIFOLIA LACEBARK ELM B&B 2.5" CAL 10'
STREET TREE TABLE:
QP 50 QUERCUS PHELLOS WILLOW OAK B&B 2.5" CAL 10'
VEGETATED SHELF
PLANTINGS
SLOPE STABILIZATION
(TURF GRASS)SSx
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLD FLDFLD52'52'15'36'14'38'52'5'53'
47'52'52'WTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLD
WTLDWTLDWTLDWT
L
D
WT
L
D
WT
L
D
WT
L
D
WTLD WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD WTLDWTLDWTLDSS
SSSSSSSSSSSSSSSSSSFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFMFMFMFMFMFMFMFMFMFMFMFM41
4043
42
LOT
7749 SQFT.
0.18 AC.
LOT
7750 SQFT.
0.18 AC.
LOT
8638 SQFT.
0.20 AC.LOT
7750 SQFT.
0.18 AC.
81'120'
81'120'81'120'99'
X
X
X
X
X
X
X
X
X X X X X X
X
X
XSSSS
RIP-RAP OUTLET PROTECTION
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L-02 SCM PLANTING PLAN.DWGPLOTTED: 7/30/2018 5:21 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
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"=20'
N
SCALE:
2
L-02
WET POND #2 - PLAN VIEW
1"=20'
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
SCM PLANTING PLAN L-021"=20'
PLANTING QUANTITIES
SHELF AREA SHRUBS REQUIRED
1,830 SF 458 PLANTS
**MINIMUM 50 PLANTS PER 200 SF OF VEGETATED SHELF AREA**
BMP
1
2,349 SF 587 PLANTS2
3:1 SLOPE
STABILIZE WITH TURF
GRASS
REFER TO TABLES ON
THIS SHEET FOR
PLANTING LIST &
QUANTITY
VARIABLE WIDTH PRIVATE
BMP ACCESS &
MAINTENANCE EASEMENT
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)
VARIABLE WIDTH PRIVATE
BMP ACCESS &
MAINTENANCE 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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-01 SITE DETAILS I.DWGPLOTTED: 7/30/2018 5:21 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
SITE DETAILS I D-01N.T.S.
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:
1
D-01
DECORATIVE FENCE
NTS
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:
2
D-01
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
T
F
Z:\PROJECTS FOLDER-ZEBULON\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-02 SITE DETAILS II.DWGPLOTTED: 7/30/2018 5:21 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
SITE DETAILS II D-02N.T.S.
SCALE:
1
D-02
CONCRETE CURB & GUTTER DETAILS
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-03 WATER DETAILS I.DWGPLOTTED: 7/30/2018 5:22 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
WATER DETAILS I D-03N.T.S.
DATE
11-1-99
REVISIONS
D.W.C.RRH
ABB
3-31-00
2-15-05
J.P.S.10-29-10
45° BEND
90° BEND
THRUST BLOCK
AREA
THRUST BLOCKING
DWG. NO.W-9TEE INTERSECTION
DATE3-31-006-18-08REVISIONSRRHD.H.L. DATE3-1-879-7-99REVISIONSD.W.C.STANDARD THRUST BLOCKING VIEWSDEPARTMENT OF PUBLIC UTILITIESCITY OF RALEIGHNOTES:
1. CONCRETE SHALL BE 3000 PSI
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO STANDARD DETAIL
W-3.
4. SEE STANDARD THRUST BLOCK TABLES, W-10 THRU
W-11, FOR AREA OF CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS SHALL HAVE
CONCRETE THRUST BLOCKING.
NOTES:
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
2. KNIGHTDALE, PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS.
4. WENDELL PUBLIC HYDRANTS SHALL BE PAINTED SAFETY YELLOW WITH HIGH REFLECTIVE ALUMINUM
SILVER CAPS, BONNETS, AND OPERATING NUTS
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW
W/SILVER CAPS AND OPERATING NUTS.
5. ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
6. OPERATING NUTS NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS 12" OR LARGER SHALL BE
PAINTED BLACK. OPERATING NUTS ON HYDRANTS ANY OTHER SIZE SHALL BE PAINTED SILVER.
7-21-05
2-18-08
3-1-87
3-31-00 DHL
ABB
RRHW-5
DATEREVISIONSDATEREVISIONSDWG. NO.
STANDARD FIRE HYDRANT WITH 5"
STORZ PUMPER NOZZL
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
GROUND LINE
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL & ZEBULON
2 1
2" NOZZLES W/
NATIONAL STANDARD
THREADS
5" STORZ
NOZZLE
1 5/8"
32"
18"
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE.
MINIMUM 36" HORIZONTAL CLEARANCE
FROM ANY OBJECT.
W-4
DATEREVISIONSDATEREVISIONSDWG. NO
STANDARD FIRE HYDRANT
INSTALLATION DETAIL
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
PROPERTY
LINE
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
TOWARDS FIRE TRUCK ACCESS.
TRAFFIC FLANGE BETWEEN 2" - 6"
ABOVE GRADE
PAVEMENT
CURB AND GUTTERSIDEWALK
2'-6' MIN.VALVE BOX 6" GATE VALVE
CONC. THRUST
BLOCK
1'- 0"
6" MIN. BRANCH PIPE
MAIN
1'-3"x 1'-3"x 4" THICK
7 CU. FT. CRUSHED
STONE MIN.
UNDISTURBED EARTH.
2/17/09PAP
RESTRAINING GLANDS
RESTRAINING
GLANDS
2/14/08DHL
4-6-04ABB
LC
6"6"O.D. OF PIPE
9-3-99D.W.C.
DATEREVISIONSDATEREVISIONS
W-3
DWG. NO
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
GRADEFINISHED
BACKFILL
UNDISTURBED
SOIL3'-0" MIN
MINIMUM SIDE
CLEARANCE6" OF #67 STONE WHEN
ROCK OR WATER IS
ENCOUNTERED
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
EXISTING ABC
10-29-10J.P.S.W-2 RRH
REVISIONSDWG. NO.
3-31-00
DATE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR
ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
REFER TO W-3
PIPE
COMPACTED
FILL IN 6" LIFTS
UNDISTURBED
SOIL
EXISTING
SUBGRADE 1'-0"
NEW ABC 12" MIN. DEPTH
EXISTING PAVEMENT
NEW ASPHALT SURFACE COARSE
3" MINIMUM
EXISTING PAVEMENT
4-16-04A.B.B.
NOTES:
1.FIRE HYDRANT SHALL BE AS MANUFACTURED AS MUELLER, AMERICAN DARLING, KENNEDY, M&H,
OR CLOW.
2.BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96
3.6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT
4.STEEL RODS AND BOLTS SHALL BE 3
4" HOT DIPPED GALVANIZED.
5.FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION RODS SHALL NOT BE COUPLED
MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20' THEN A
MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN
10' FROM HYDRANT AND POURED IN CONCRETE. FIRE HYDRANTS TO BE LOCATED IN ROW OR
2 FOOT EASEMENT ADJACENT TO ROW
A
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-04 WATER DETAILS II.DWGPLOTTED: 7/30/2018 5:22 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
WATER DETAILS II D-04N.T.S.

8"
16"
12"
29
16
4
21
8
40,213
7,881
30,779
15,691
56,861
10
8
4
2
15
25
35
19
5
10
5 5
4
8
2
1
4
8
1
2
12
3
16
4,433
8,826
31,983
17,312
22,619
8
6
3
5
2
3,922
10,053
5,655
1,970
7,694
14,215
2
4
3
2
1
1
14
19
5
9
6
11
3
3
4
3
4
3
2
1
2
3
1
8
5
4
9
6
5
1
2
3
3
2
4
2
2
1
2
2
1
1
1
1
1
1
1
6"
7,996
2,207
4,328
1,108
2
2
1
1
3
4
2
3
5
2
1 1
1
1
1
1
1
1
1 1
10 41
15
8
4
2
31
57
16
8
5
4
6
2
1
6
8
23
32
5
3
2
18
9
5
3
4
1
2
1
4
3
2
15
10
8
1
1
2
4
2
6
2
1
1
1
1
1
2
2
1
5
8
3
1 2
1
1
1
1
REACTION BEARING AREAS ARE IN SQUARE
FEET MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 90° TO THE
THRUST VECTOR.
USE 6" - 90 BEND VALUE FOR
HYDRANTS FOR ADDITIONAL
SAFETY FACTOR.
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.SIZE AND DEGREE OFBENDSTATIC THRUST INPOUNDSMODERATELY DRYCLAY 4000 LBS/FT²SOFT CLAY 2000LBS/FT²1600 LBS/FT² GRAVEL /COARSE SAND 8000 LBS/FT² DRY CLAY -ALWAYS DRYSAND, COMPACT FIRM8000 LBS/FT²SAND -CLEAN DRY 4000LBS/FT²SOIL 1000 LBS/FT²QUICKSAND - VERY POORROCK - POOR10,000 LBS/FT²PLUG
PLUG
PLUG
PLUG
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
QUANTITY TABLE
DWG. NO.REVISIONS
D.W.C.W-10
DATE
6-23-99
REVISIONS DATE
90°
45°
22 1/2°
11 1/4°
90°
45°
22 1/2°
11 1/4°
90°
45°
22 1/2°
11 1/4°
90°
45°
22 1/2°
11 1/4°
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL JOINT
FITTINGS.
2. SEE STANDARD REACTION BLOCK
TABLES, W-10 AND W-11 FOR AREA OF
CONCRETE REQUIRED.
SIDE VIEW
TAPPING SLEEVE
M.J. FITTING
VALVE
FLANGE
EXISTING
MAIN
3000 PSI SOLID CONCRETE SHALL BE
USED AS FOOTING FOR DUCTILE IRON
PIPE.
GATE / TAPPING VALVE
TOP VIEW
DWG. NO.
W-14
REVISIONS
Y.C.A.
DATE
12-31-91
REVISIONS
D.W.C.
RRH
DATE
9-7-99
3-31-00
4" - 24" STANDARD TAPPING SLEEVE AND
VALVE ASSEMBLY
J.P.S.11-1-10
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
30"
36"
24"
8"
12"
16"
6"
4"
8
8
4
6
6
4
2
2
A.B.B.
6-16-08D.H.L.
4-19-04
3/4" ALL-THREAD STEEL
ROD (CUT TO LENGTH)
GATE VALVE
ROD REQUIREMENTS
NO. OF RODS BRANCH SIZE
SEE W-10 AND W-11
FOR REACTION
BLOCKING CONCRETE
AREA.
TEE
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W-11 FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
VALVE RESTRAINT AT TEES AND CROSSES
FOR LINES (4"-24")
DWG. NO.
W-15
REVISIONS
RRH
DATE
3-31-00
REVISIONS DATE
1'-0" M.J. NIPPLE WITH
GLANDS (MIN.)
VALVE MAY BE BOLTED
DIRECTLY TO TEE.
11-1-10J.P.S.
7 5/8"-8 1/2"
10 1/4"-11"
6 7/8"-8"
5"
5 1/2"-5 5/8"
VALVE BOX
COVER
2'
2'
912"
83 4"
75 8"
6 3 4 "
A.B.B.4-15-04
11"
NOTES:
1) VALVE BOX NOT TO CONTACT WATER MAIN
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR
GREATER.
3) FOR ANY VALVES OVER 10' DEEP, A VALVE STEM
EXTENSION MUST BE USED TO BRING TO A DEPTH OF
NO MORE THAN 5', EXTENSION MUST BE A MINIMUM
OF 1" SOLID STOCK.
4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.
SEE STANDARD W-18
FOR COVER DETAILS.
FINAL
COURSE
CONCRETE
PAD
8-16-07
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
VALVE BOX INSTALLATION
AND EXTENSION DETAIL
DATEREVISIONS
DHL
DATE
9-7-99
3-31-00
REVISIONS
D.W.C.
RRH
DWG. NO.
W-17
STANDARD VALVE BOX
BOTTOM SECTION
STAB-IN C.I. OR D.I.
PIPE GASKET TAMPED
BACKFILL
WATER
MAIN
VALVE
VALVE
BOX
USE 5" SOIL PIPE
FOR EXTENSIONS
PAVEMENT
DOMESTIC
CASTING
NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL
VALVES. NO PRECAST CONCRETE DOUGHNUT
ALLOWED.
APPROVED METHOD FOR EXTENSION OF VALVE BOX
STANDARD VALVE
BOX TOP SECTION TO
BE SLIDE SECTION
6"
TAMPED
BACKFILL
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-05 WATER DETAILS III.DWGPLOTTED: 7/30/2018 5:22 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
WATER DETAILS III D-05N.T.S.

25 15/16"
33 1/4"
22"
25 1/16"
23 11/16"
DAME N UI S ADANGERPERMITRE
Q
U
I
REDCONFINEDSPACEDONOTENTERM A N U F A C T U R E
R
A.B.B.4-8-04
23 1/2"21"
1"
2 3/4"
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS.
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
4) MANHOLES WITHIN PAVED
SURFACES SHALL BE
CONSTRUCTED IN ACCORDANCE
WITH S-29.
D.H.L.6-18-08
MANHOLE FRAME AND COVER
COVER 120 LBS. MINIMUM
LAGSHIELDS MAY ONLY
BE USED IN ROADWAY
APPLICATIONS.
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR RING
WITH ANCHOR SUNK TO DEPTH
RECOMMENDED BY
MANUFACTURER, AND 3/8"X3"
HOT DIPPED GALVANIZED LAG
BOLT AND WASHER.
DWG. NO.
W-20
REVISIONS DATE REVISIONS DATE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
1" HOLEDWG. NO.W-21MJ
FITTING
A.B.B.4-12-04MIN. 5'
MAX. 10'
MECHANICAL
RESTRAINING
GLAND NOTES:
1) NO ROD COUPLINGS ALLOWED
6"-8"
PAD BENEATH FRAME,
4" THICK
MIN. 5'
MAX. 10'DHL8-16-07BLIND FLANGE WITH
2" THREADED PLUG
GROUND LINE OR
PAVEMENT
3000 P.S.I.CONCRETE
RODDING
LP ORPHASE LINEDETAIL W-20 TO BE
USED SEE STANDARD
MANHOLE COVER
X FLANGE PIPE:
PLAIN END
#67
STONE
3000 PSI CONCRETE
WITH 4" THICKNESS
VALVE BLOW
OFF
GALVANIZED STEEL RODS AND
BOLTS SHALL
BE 3/4" HOT DIPPED
BLOCK INFORMATION SEE
DETAILS W-7, W-8
& W-9 FOR THRUST
MAIN SIZE
16" & GREATER
6" - 12"
END PIPE SIZE
6" MIN.
APPROVED BY PUBLIC
UTILITIES DEPT.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESTEMPORARY WATER MAINBLOW OFF ASSEMBLYREVISIONSD.W.C.RRHDATE12-28-993-31-00REVISIONSDATE1
4 " WEEPHOLE
PROVIDE METER
YOKE - TOWN WILL
INSTALL METER
6" SDR-35 PVC
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-06 SANITARY SEWER DETAILS I.DWGPLOTTED: 7/30/2018 5:22 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
SANITARY SEWER DETAILS I D-06N.T.S.

CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-5
SPRING LINE
HAUNCHING
6"
FINISHED
7-2-82
3-1-87TO NOTES
#67 STONE
PIPE GRADE
4" BEDDING
O.D. OF PIPE 6"
UNDISTURBED SOIL
2'-0"
LC
GRADE
D.W.C.9-3-99
RRH 3-30-00
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.
TYPICAL TRENCH BOTTOM DIMENSIONS FOR
SDR 35 PVC GRAVITY PIPE
TAMP WELL UNDER
BOTTOM HALF OF PIPE
MINIMUM SIDE
CLEARANCE
FINAL
BACKFILL
INITIAL
BACKFILL
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
R
A
L
E
I
G
H
S
E
W
E
R
CENTERLINE OF
MAIN & MARKER
PLASTIC
MARKER
12" HOLE FILLED
WITH CONCRETE
SEWER FORCE MAIN
4'-6"
2'-6"
S-8 RRH 1-21-00
DHL 6-18-08
STANDARD MAIN MARKER FOR
SEWER FORCE MAINS IN EASEMENTS
NOTES:
1. PLASTIC MARKER SHALL
BE GREEN IN COLOR.
2. MARKERS SHALL BE LABELED
"RALEIGH SEWER"
3. TO BE SPACED EVERY 300
FEET ON EACH SIDE OF ANY
ROADWAY OR JUNCTION.
4. MARKERS SHALL BE ROUND
4" IN DIAMETER.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
3-1-87
STANDARD MANHOLE COVER
MANHOLE FRAME AND COVERCOVER 120 LBS. MINIMUM
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
3-1-87S-25
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
3-1-87
RRH 3-30-00
1"
23 1/2"21"
1"
2 3/4"
7 1/2"
1"
1" VENT HOLE
BUTYL-NEK OR
APPROVED
SEALANT BETWEEN
FRAME AND COVER
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF 182
LBS. WITHIN PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
25 1/16"
23 11/16"
22"
25 15/16"
33 1/4"
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
#3 OR #4 REBAR
SECTION A - A
12"
MANHOLE STEP DETAIL
STANDARD SLIP RESISTANT
S-28 3-30-00
SLIP RESISTANT CLEATS
PLAN
A
A
5"
4"
RRH
CORROSION RESISTANT
MATERIAL RUBBER, PLASTIC
SIDE
ELEVATION
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESDATEREVISIONSDATEREVISIONSDWG. NO.MIN. GRADE 1%
BARREL OF PIPE BEDDING
(CLASS II, III, OR IV)
1 PIECE OF PIPE
WHEN SEWER CLEAN OUT IS IN
PAVEMENT OR IMPERVIOUS SURFACE,
IT MUST BE INSTALLED INSIDE A VALVE
BOX (OR MINI-MANHOLE) WITH COVER
LABELED "SEWER".
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING
EXISTINGTYPICAL SANITARY SEWER6-92LATERAL CONNECTIONY.C.A.MAIN
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
DETAILS, SEE STANDARD
DETAIL S-31 & S-32.
FOR SADDLE INSTALLATION
SADDLE OR IN-LINE WYE
8",10" OR 12" TAPPING
1/16" OR 1/8" BEND
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP.
THE FULL LENGTH OF THE SERVICE DITCH SHALL
PAVEMENT
S-30NOTE:
PAVEMENT OPTION
MUST BE 2" BELOW GRADE
CURB
(ONE PIECE)
AND 1/8 BEND
COMBINATION WYE
WITH PERMANENT
1.O' EXTENSION
4" D.I. OR
PLUG CAP
CAST IRON OR BRONZE
CLEAN OUT PLUG
GRADE
FINISHED LINEPROPERTYPVC PIPERRH3-30-00A.B.B.4-8-044' DIAMETER CONCRETE
COLLAR 6" THICK
*SERVICE LATERAL MATERIAL AS REQUIRED
DETAILS S-4 OR S-5 ACCORDING TO PIPE MATERIAL.D.H.L.6-18-08 45° SEWER
SADDLE
INSTALLATIONS BY
UTILITY CONTRACTORS
BEYOND THE PROPERTY
OR EASEMENT LINE
REQUIRE A "PLUMBING
UTILITY" PERMIT AND ARE
INSPECTED BY THE
PLUMBING INSPECTOR.
DO NOT BACKFILL PRIOR
TO INSPECTION.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESDATEREVISIONSDATEREVISIONSDWG. NO.EXISTINGTYPICAL SANITARY SEWER9-14LATERAL TRACER WIREWKDMAIN
PAVEMENT
S-30ANOTES:
CURB
CAST IRON OR BRONZE
CLEAN OUT PLUG
GRADE
FINISHED LINEPROPERTY12"EXTEND TRACER WIRE
TO JUST BELOW
CLEAN OUT PLUG
LOOP TRACER WIRE
TWICE AROUND
CLEANOUT ASSEMBLY
TRACER WIRE-NO. 12
GAUGE SOLID COPPER
BARE WIRE
MAIN TRACER WIRE
FOR NEW MAIN
NEW SERVICE ON EXISTING MAIN-
PROVIDE MAGNESIUM ANODE (1 LB MIN) REQUIRED
WHERE NO TRACER WIRE IS INSTALLED ON SEWER MAIN
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE.
WHERE JOINTS ARE NECESSITATED IN THE WIRE, THE JOINTS SHALL BE SECURELY
BONDED TOGETHER WITH AN APRROVED INDUSTRIAL CRIMP CONNECTOR TO
PROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL.
2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THE TEST
PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUT ASSEMBLY
AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF APPROXIMATELY 12"
BELOW GRADE.
3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER WIRE
AND THE LATERAL TRACER WIRE.
4. FOR NEW SEWER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE AN
ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP ON THE
EXISTING SEWER MAIN.
CLEANOUT
ASSEMBLY
SEWER
LATERAL
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
12"O.D. OF PIPE12"ENCOUNTERED
S-4
CLEARANCE
FINISHED
BACKFILL
INITIAL
6" #67 STONE
WHEN ROCK IS
BACKFILL
FINAL
6"O.D. OF PIPE6"CLEARANCE
MINIMUM SIDE
MAXIMUM SIDE
2'-0"
UNDISTURBED SOIL
GRADE
LC
D.W.C.9-3-99
RRH 3-30-00
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON-TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-07 SANITARY SEWER DETAILS II.DWGPLOTTED: 7/30/2018 5:23 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
SANITARY SEWER DETAILS II D-07N.T.S.

CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
AND MANHOLE MARKER
GRAVITY SEWER MAIN TRACER WIRE
S-20A WKD 09-14
STANDARD
INDUSTRIAL CRIMP
(SIMILAR METAL), TYP
EXISTING GRADE
VARIES, SEE NOTE 1LOOP 3 FT (MIN)
OF WIRE INTO
TEST STATION
TEST STATION OR TEST PORT-
STANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND
PAINTED GREEN, PLACED ABOVE
DOWNSTREAM SEWER
WRAP TRACER
WIRE AROUND
CIRCUMFERENCE OF
MANHOLE AND SPLICE
TO TRACER WIRE FOR
DOWNSTREAM SEWER
MAIN
SEWER
LATERAL
FLOW
SEWER
MAIN
SEWER
SADDLE
TAP
SEE
NOTE 2
NO. 12 GAUGE
SOLID BARE
COPPER TRACER
WIRE, TYP 2'-6"4'-6"PLASTIC GREEN MANHOLE
MARKER-LABELED SEWER
MANHOLE, SEE NOTE 3
NOTES:
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN
AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING WIRE SHALL BE ATTACHED TO THE
PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
OWNER'S REPRESENTATIVE.
12" HOLE
FILLED WITH
CONCRETE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
SEWER MANHOLE
STANDARD PRECAST SANITARY
RUBBER BOOTVARIABLETYP.1'-4"S-20
SECTION A-A
4"
9"
6"
4"
4'-6' DIA. AS
REQUIRED 2'-6" MIN.Y.C.A.12-31-92
2'-O"
24" MAX
RRH 3-30-00
A A
ABB 2-21-05
D.H.L.6-16-08
"O" RING SEAL
OR RAM-NECK
SEE C.O.R. STANDARD
S-25 FOR MANHOLE
FRAME AND COVER
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE TO
PROVIDE A WATER TIGHT SEAL.
ALL MANHOLES SHALL
BE ECCENTRIC.
MANHOLE CONE AND
BARREL SECTIONS SHALL
BE AS PER ASTM.
STANDARDS
LATERAL INVERT SHALL NOT BE
LOWER THAN MAIN SPRING-
LINE. MANHOLE SHALL BE 2'
ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
PLAIN. WHEN MANHOLE TOPS
ARE IN EXCESS OF 3' ABOVE
GRADE. OUTSIDE STEPS MUST
BE PROVIDED. SEE STANDARD
S-28 FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF 1' ABOVE
FINISHED GROUND SURFACE.
MIN. 9" COMPACTED #67 STONE
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
SEE SEWER DESIGN
SECTION
SHELF
SLOPE
60°
A
260260270
270
2
7
0
26
0
280
2
8
0
2
9
0
290
290
W W W W W
W
W
SSSSSSS 87°54'17"E 671.38'N 00°09'28"E 256.16'220.11' TIES 83°50'50"W 808.52
'
S 89°53'39"W 790.48'N 01°31'15"E 290.83'N 01°13'30"E 1053.66'633.64'420.02'70.72'L1
L2
L3
L4C1
L5
C 2
C3
C4TIESSSSSSMHWTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WT
L
D
WTLDWTLD
WT
LD
WT
LD
WTLD
WTLDWTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
W
T
L
D
SSSSSSSSSSSSS 02°28'40"W 1119.12'N 02°28'40"E 1111.65' TIEMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
ZONING: R-30
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10 EXISTINGS. WILMA STREET50' PUBLIC R/WEXISTING
CAMPBELL STREET
50' PUBLIC R/W
EXISTINGCAMPBELL STREET50' PUBLIC R/WFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
FMFMFMFMFMFM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWwv
wv
25' SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
147A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION
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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-01 PRE-DEVELOPMENT DRAINAGE AREA MAP.DWGPLOTTED: 7/30/2018 5:23 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
1.PROPERTY LINES & PLANIMETRICS SHOWN PER FIELD SURVEY. EXISTING
TOPOGRAPHY IS PER GIS.
2.ENTIRE SITE DRAINS TO BLACK RIVER
3.ON-SITE SOILS ARE COMPRISED OF A COMBINATION OF HYDOLOGIC GROUP "B"
& "C".
4.AREAS OFF-SITE THAT DO NOT DRAIN THROUGH SITE NOT ANALYZED. ONLY
AREAS ON SITE ANALYZED TO SHOW FLOW RATES LEAVING PROPERTY.
GENERAL NOTES:
DRAINAGE AREA
AREA = 45.60 ac
CN = 62
Tc = 18.10 min.
PRE-DEVELOPMENT DRAINAGE AREA MAP SW-011"=80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
EXISTING BY-PASS
BERM & SWALE
LEGEND:
EXISTING 15"
STORM DRAIN
EXISTING
ROADWAY SWALE
EXISTING
ROADWAY SWALE
Tc SEGMENT:
SHEET FLOW
Tc SEGMENT: SHALLOW
CONCENTRATED
Tc SEGMENT:
CHANNEL FLOW
PROPERTY BOUNDARY
260260270
270
2
7
0
26
0
280
2
8
0
2
9
0
290
290
W W W W W
W
W
SSSSSSS 87°54'17"E 671.38'N 00°09'28"E 256.16'220.11' TIES 83°50'50"W 808.52
'
S 89°53'39"W 790.48'N 01°31'15"E 290.83'N 01°13'30"E 1053.66'633.64'420.02'70.72'SSSSSSMH WTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTL
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDW
T
L
D WTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WT
L
D
WTLDWTLD
WT
LD
WT
LD
WTLD
WTLDWTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD WTLDWTLD
WTLD WTLDWTLDWTLDWTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
W
T
L
D
SSSSSSSSSSSSS 02°28'40"W 1119.12'N 02°28'40"E 1111.65' TIEMILTON WILLIAMS
PIN: 0673-86-2565
ZONING: R-15
LAMCO CUSTOM BUILDERS, LLC
PIN: 0673-85-7703
ZONING: R-15
MILTON WILLIAMS
PIN: 0673-86-3241
ZONING: R-15
TOWN OF ANGIER
PIN: 0673-95-8462
ZONING: R-30
TOWN OF ANGIER
PIN: 0683-05-3184
ZONING: CP
HARRIETT S BOHLI
PIN: 0683-26-7356
ZONING: R-10
ZONING: R-10
JAMES W JOHNSON III &
CONNIE JOHNSON
PIN: 0673-96-3833
ZONING: R-10 EXISTINGS. WILMA STREET50' PUBLIC R/WEXISTING
CAMPBELL STREET
50' PUBLIC R/W
EXISTINGCAMPBELL STREET50' PUBLIC R/WFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLDFLD
FLDFLDFLDFLDFLDFLDFLDFLDSS
MH
MH
MH
SS
SS
SS
SS
FMFMFMFMFMFM
FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWwv
wv
25' SAN
ITARY
SEWER
EASEMENT
(REF
:
PLAT
CAB
INET
F
,
SL
IDE
147A
)CENTERL
INE
OF
B
LACK
R
IVERAPPROXIMATE

LOCAT
ION
VAN
28
83
64
26
59 60 61 62 63 68656667 7069
18 17 16 15
3
6
5
4
37
31
32
33
34
35
36
78
86
80
77
81
76
82
73
79
8475
85
8871
8772
27
29
25
30
54 53
41
40
39
43
42
48
46
45
44
52
51
50
49
55565758
24
23
21
22
20
19 14
47
74
38
21
7
13
8
9
12 11
10
X
X
X X
260 255260280275
270265270265265
270275
285
280
285
2
9
0
290285260265280
275
275
280
295
250
260
255
2
6
0
2
5
5
255
250 255260255255
260
260255265290
285
280 280275
260DRAINAGE 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\2018\2018-002 ADAMS-SURLES SUBDIVISION - ANGIER\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-02 POST-DEVELOPMENT DRAINAGE AREA MAP.DWGPLOTTED: 7/30/2018 5:23 PMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
KATHRYN'S RETREAT SUBDIVISION
JUNE 22, 2018
2018-002
FINAL PERMIT DRAWINGS YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LLittle Cross, LLC
8625 Mt. Pleasant Church Road
Willow Springs, NC 27592
Contact: Hugh Surles
919.422.7066 (m)
[e-mail] (e)
A 7/20/2018 TOWN OF ANGIER COMMENTS
1.PROPERTY LINES & PLANIMETRICS SHOWN PER FIELD SURVEY. EXISTING
TOPOGRAPHY IS PER GIS.
2.ENTIRE SITE DRAINS TO BLACK RIVER
3.ON-SITE SOILS ARE COMPRISED OF A COMBINATION OF HYDOLOGIC GROUP "B"
& "C".
4.AREAS OFF-SITE THAT DO NOT DRAIN THROUGH SITE NOT ANALYZED. ONLY
AREAS ON SITE ANALYZED TO SHOW FLOW RATES LEAVING PROPERTY.
GENERAL NOTES:
DRAINAGE AREA TO SCM#2
AREA = 16.10 ac
CN = 83
Tc = 7 min.
POST-DEVELOPMENT DRAINAGE AREA MAPSW-021"=80'
N
SCALE IN FEETSCALE IN FEET
HORIZONTAL
80'160'040'80'
SCALE: 1 IN = 80 FT
EXISTING BY-PASS
BERM & SWALE
LEGEND:
EXISTING 15"
STORM DRAIN
EXISTING
ROADWAY SWALE
EXISTING
ROADWAY SWALE
Tc SEGMENT:
SHEET FLOW
Tc SEGMENT: SHALLOW
CONCENTRATED
Tc SEGMENT:
CHANNEL FLOW
PROPERTY BOUNDARY
SCM#2
SCM#1
DRAINAGE AREA TO SCM#1
AREA = 4.20 ac
CN = 83
Tc = 5 min.
DRAINAGE AREA
BY-PASS SCM'S
AREA = 25.29 ac
CN = 61
Tc = 13.10 min.
PEAK FLOW SUMMARY TABLE: