20191637 Ver 2_2020-05-15 Tullamore CD's 2nd Submittal_20200707

HENRY SCHWETZKED.B. 9284, PG. 971PIN 733.04-83-5369JEFFREY W.CASEYD.B. 5817, PG. 591PIN 733.04-92-0259ROBERT E. RODGERSD.B. 5036, PG. 001PIN 733.04-82-7342JENNIFER MURRYD.B. 6814, PG. 487PIN 733.04-82-5379BRIAN FOXD.B. 6136, PG. 821PIN 733.04-82-5496WILLIAM FERRELLD.B. 1835, PG. 495PIN 733.04-82-5593SUSAN P. CARRD.B. 0615, PG. 323PIN 733.04-82-5691RODGER D.STROTHERD.B. 8417, PG. 783PIN 733.04-82-6608ERIC A. DEANSD.B. 4593, PG. 593PIN 733.04-82-6705MARK LESAINTD.B. 7329, PG. 632PIN 733.04-82-6821TOVE REALESTATE, LLCD.B. 0741, PG. 221PIN 733.04-82-6940ZACHARY J. HESSD.B. 7490, PG. 426PIN 733.04-82-6977WALTER BROWND.B. 5222, PG. 036PIN 733.04-83-6065BROOKS M. DEPROD.B. 7714, PG. 938PIN 733.04-83-6122CAREY E. HORRELLD.B. 6874, PG. 372PIN 733.04-83-5167PATRICK D. WARREND.B. 8302, PG. 899PIN 733.04-83-5214WILLIAM J. ANGRILLAD.B. 7629, PG. 333PIN 733.04-83-4341SAEED TAROKHD.B. 6125, PG. 599PIN 733.04-93-1553JEFFREY P. TAFTD.B. 0210, PG. 946PIN 733.04-93-1426SHAUN LIVERNOISD.B. 6407, PG. 144PIN 733.04-93-1338JOHN PAYNED.B. 6429, PG. 562PIN 733.04-93-1247FRANK D. TARANTINOD.B. 6305, PG. 856PIN 733.04-93-1230BROOKE J. TRUED.B. 7431, PG. 110PIN 733.04-93-1143PHILLIP
S. HARRISD.B. 7056, PG. 291PIN 733.04-93-1046PETER J. BIERFELDTD.B. 2882, PG. 547PIN 733.04-93-1050ROY R. NILESD.B. 7100, PG. 789PIN 733.04-92-1943DAVID A. FRONINGD.B. 1279, PG. 478PIN 733.04-92-1834SHAILESH SHAHD.B. 9468, PG. 184PIN 733.04-92-1738THOMAS HULLD.B. 8797, PG. 051PIN 733.04-92-1740PATRICK T. FIELDINGD.B. 3306, PG. 381PIN 733.04-92-1674PATRICK M. WADED.B. 4682, PG. 690PIN 733.04-82-8342STANLEY JACKSOND.B. 7051, PG. 878PIN 733.04-82-9238CHARLESTON VILLAGE HOAD.B. 8169, PG. 416PIN 733.04-92-1475EX. CBRIM: 426.79INV IN (N): 423.24INV IN (W): 419.49INV OUT: 419.24EX. CBRIM: 426.84INV OUT: 424.2515" RCP15" RCP15" RCPEX. CBRIM: 427.11INV OUT: 424.58EX. CBRIM: 427.16INV IN: 423.34INV OUT: 420.43INV: 431.74INV: 431.0912" CMPINV: 428.69INV: 428.2315" RCPINV: 426.43INV: 425.1315" RCPC-00
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
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Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 5/15/2020 11:21 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
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A
N NGIDREW
E E EPS.RS
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PRONOF E S
C ROLIN
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LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
COVER SHEET
NONE
Civil Engineer:
TULLAMORE SUBDIVISION
TOWN OF APEX
WAKE COUNTY, NORTH CAROLINA
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: Andrew Petty, PE
[e-mail]
1st SUBMITTAL TO TOWN OF APEX: APRIL 1, 2020
2nd SUBMITTAL TO TOWN OF APEX: MAY 15, 2020
Land Owners:
ZONING:
COUNTY:
SITE INFORMATION
LOCATION:1745 HOLT RD., 1805 HOLT RD., 0 HOLT RD.
PIN#:
DB/PG:
APEX, NORTH CAROLINA
SIDE YARD:
FRONT YARD:
WAKE
0733835369, 0733839147, 0733828561, 0733837691
REFER TO EXISTING CONDITIONS
10'
5' MIN.
REAR YARD:10'
MINIMUM BUILDING SETBACKS:
CORNER YARD:10'
RIGHT OF WAY & OTHER AREAS:
RIGHT OF WAY DEDICATION:0.02 AC
STREAM BUFFER (ON-SITE):1.23 AC
LOT ACREAGE:
TOTAL NUMBER PROPOSED LOTS:35 (30 STANDARD / 5 ECONOMY)
MAX ALLOWED DENSITY:3.6 UNITS/AC
UTILITY DEMANDS
SEWAGE USAGE:
WATER USAGE:
PUD-CZ, RR
300 GPD/UNIT
(35 LOTS x 300 GPD) = 10,500 GPD
ACREAGE:13.67 AC
MINIMUM PROPOSED LOT SIZE:6,000 SF
MAXIMUM PROPOSED LOT SIZE:11,418 SF
AVERAGE PROPOSED LOT SIZE:6,974 SF
MINIMUM ALLOWABLE LOT SIZE:6,000 SF
400 GPD/UNIT
(35 LOTS x 300 GPD) = 10,500 GPD
CONSTRUCTION DRAWINGS
Surveyor:
Landscape Architect:
Southwell Design, PLLC
P.O. Box 37178
Raleigh, NC 27627
919.272.6729 (v)
Contact: Adam Southwell, PLA, ASLA
[e-mail]
CROSS REFERENCE: REZONING CASE #18CZ22
PROPOSED DENSITY:2.6 UNITS/AC
OPEN SPACE & RESOURCE CONSERVATION AREAS:
RCA REQUIRED:3.69 AC (27%)
RCA PROVIDED:4.40 AC (32.2%)
Smith & Smith Surveyors, P.A.
307 N. Hughes Street
Apex, NC 27502
919.362.7111 (o)
SCALE: 1" = 500'
VICINITY MAP
MAX BLDG HEIGHT:42'
CURRENT LAND USE:RESIDENTIAL
PROPOSED 2030 LAND USE:LOW-DENSITY RESIDENTIAL
SINGLE FAMILY HOMES
WATERSHED:SECONDARY WATERSHED OVERLAY DISTRICT
GRADING TYPE (MASS OR STAGE):MASS
FEMA FLOOD MAP:3720073300J
ZONE:N/A
EFFECTIVE DATE:MAY 2, 2006
SITE
HOLT ROAD
TEMPLETON GAP DRApplicant:
JS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919-389-7595 (m)
Contact: Josh Swindell
[e-mail]
PARKS AND RECREATION SITE DATA TABLE:
REVIEWED BY PRCR ADVISORY COMMISSION
# OF SINGLE FAMILY ATTACHED UNITS:X $3,345.49 / UNIT =
TOTAL FEE-IN-LIEU OF DEDICATION:
AND/OR
ACRES OF LAND DEDICATION (SFD 1/30, SFA 1/45 AC OR MF 1/51 AC PER UNIT)
DATE:
YES PUBLIC GREENWAY TRAIL CONSTRUCTIONNO
35 UNITS $117,092.15
0
J Dallas Herndon Heirs
1010 N Salem Street
Apex, NC 27502
Charles & Annette Herndon
531 Country Club Road
Mount Olive, NC 28365
Charleston Village HOA
315 S Salem Street
Apex, NC 27502
JS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
$117,092.15
X
BUILT UPON AREAS (BUA):
PROPOSED ROADWAYS/PARKING:1.00 AC
PROPOSED SIDEWALKS:0.43 AC
RESIDENTIAL DRIVEWAYS IN ROW:0.35 AC
TOTAL PROPOSED BUA:4.59 AC
TOTAL PROPOSED BUA PERCENTAGE:33.6%
PROPOSED GREENWAYS:0.00 AC
MAXIMUM ALLOWABLE BUA:70%
2.81 AC
8/29/2018
HOA MAINTAINED AREA:1.37 AC (10%)
DRAWING INDEX
C-00 COVER SHEET
C-01 CIVIL NOTES
C-02 EXISTING CONDITIONS PLAN
C-03 TREE SURVEY PLAN
C-04 DEMOLITION PLAN
C-05 SUBDIVISION PLAN
C-06 EASEMENT MAP
C-07 SIGNAGE AND STRIPING PLAN
C-08 HOLT ROAD ROADWAY IMPROVEMENTS
C-09 UTILITY PLAN
C-10 GRADING & DRAINAGE PLAN
C-11 SCM PLAN & SECTIONS
C-12 STOKER STREET PLAN AND PROFILE
C-13 WILDE BEND PLAN AND PROFILE
C-14 SS OUTFALL PLAN AND PROFILE
C-15 HOLT ROAD PROFILES
C-16 HOLT ROAD SECTIONS I
C-17 HOLT ROAD SECTIONS II
C-18 EROSION CONTROL - INITIAL PHASE
C-19 EROSION CONTROL - CONSTRUCTION PHASE
L-01 LANDSCAPE PLAN
L-02 LANDSCAPE DETAILS
D-01 SITE DETAILS I
D-02 SITE DETAILS II
D-03 SITE DETAILS III
D-04 WATER DETAILS I
D-05 WATER DETAILS II
D-06 SANITARY SEWER DETAILS I
D-07 SANITARY SEWER DETAILS II
D-08 STORM DRAINAGE DETAILS
D-09 EROSION CONTROL DETAILS I
D-10 EROSION CONTROL DETAILS II
D-11 EROSION CONTROL DETAILS III
SW-01 PRE-DEVELOPMENT DRAINAGE AREA MAP
SW-02 POST-DEVELOPMENT DRAINAGE AREA MAP
SW-03 STORM DRAINAGE DA MAP BATTLEWOOD ROADSUTTON GLEN DRX
1.RESIDENTIAL USES: SINGLE FAMILY (MIN. LOT SIZE = 6,000 SF)
2.UTILITIES: MINOR
3.RECREATIONAL USES: GREENWAY, PARK (ACTIVE), PARK (PASSIVE), RECREATIONAL
FACILITY (PRIVATE)
4.MAXIMUM DENSITY: 3.6 UNITS PER GROSS ACRE
5.MAXIMUM HEIGHT RESIDENTIAL USE: 42'
6.MAXIMUM STORIES: 2
7.MINIMUM BUILDING SETBACKS - RESIDENTIAL SINGLE FAMILY DETACHED:
7.1.FROM BUFFER OR RCA: 10'
7.2.FRONT YARD: 10' MINIMUM
7.3.SIDE YARD: 5' MINIMUM (NO AGGREGATE)
7.4.CORNER SIDE YARD: 10' MINIMUM
7.5.REAR YARD: 10' MINIMUM
7.6.DRIVEWAYS FROM BACK OF SIDEWALK TO GARAGE: 20' (12' MIN. WIDTH)
8.BUILT UPON AREA NOT TO EXCEED 70%
9.PERIMETER BUFFERS:
9.1.20' TYPE 'A' BUFFER ALONG HOLT ROAD
9.2.10' TYPE 'A' BUFFER WHERE THE SIGHT DISTANCE RESTRICTION IMPACTS THE SITE
9.3.20' TYPE 'B' BUFFER ELSEWHERE
10.RESOURCE CONSERVATION AREA (RCA): THE PUD IS PROVIDING AT LEAST 25% OF THE
TOTAL AREA FOR RCA AND LANDSCAPE BUFFERS. IF THE RESIDENTIAL SINGLE FAMILY
LOTS ARE MASS GRADED, THEN THE PROJECT SHALL DEDICATE AN ADDITIONAL 2% RCA.
11.ECONOMY HOUSING CONDITION: WHERE ECONOMY HOUSING IS HOUSING THAT CAN BE
PURCHASED BY A HOUSEHOLD THAT EARNS APPROXIMATELY THE MEDIAN HOUSEHOLD
INCOME FOR APEX, TULLAMORE PUD WILL ADDRESS ECONOMY HOUSING BY PROVIDING
AT LEAST FIVE RESIDENTIAL LOTS THAT ARE AT LEAST FORTY FEET WIDE AND ARE AT
LEAST FIFTEEN PERCENT SMALLER THAN THE AVERAGE LOT AS MEASURED BY LOT
WIDTH. THESE ECONOMY LOTS MAY HAVE REDUCED LOT SIZES OF UP TO TEN PERCENT
BELOW THE MINIMUM LOT SIZE, WILL BE DESIGNATED ON THE SUBDIVISION PLANS AND
WILL NOT BE RESTRICTED IN SALES. THE LOTS ON WHICH THESE HOMES ARE LOCATED
SHALL BE DESIGNATED ON THE FINAL PLAT.
12.SOLAR CONDITION: ALL HOMES SHALL PROVIDE CONDUIT FOR THE FUTURE INSTALLATION
OF ROOF TOP SOLAR PANELS. THERE WILL BE AT LEAST FOUR HOMES IN THE PROJECT
BUILT WITH 3KW ACTIVE SOLAR SYSTEMS ON THE ROOF. THE LOTS ON WHICH THESE
HOMES ARE LOCATED SHALL BE DESIGNATED ON THE FINAL PLAT.
13.THIS PROJECT IS LOCATED IN THE BEAVER CREEK DRAINAGE BASIN WHICH IS IN THE CAPE
FEAR BASIN. THIS PROJECT CURRENTLY FALLS WITHIN THE SECONDARY WATERSHED
PROTECTION OVERLAY DISTRICT AS SHOWN ON TOWN OF APEX WATERSHED MAPS.
14.THERE IS NO FEMA MAPPED FLOODPLAIN ON THE SITE AS SHOWN ON FEMA FIRM MAP
NUMBER 3720072100J, DATED MAY 2, 2006.
15.THERE ARE NO KNOWN HISTORIC STRUCTURES ON THIS PROJECT.
16.THE PUD WILL PROVIDE A BUFFER ALONG HOLT ROAD WHICH WILL BE USED FOR
DECORATIVE PLANTINGS AND AESTHETIC APPEAL. INDIVIDUAL SECTIONS WITHIN THE
DEVELOPMENT MAY ALSO HAVE ADDITIONAL LANDSCAPE AREAS LOCATED ON THE SITE
BASED UPON THEIR SPECIFIC SITE OR SUBDIVISION PLAN. THE PUD WILL DEDICATE AT
LEAST 25% OF THE AREA OF THE PUD FOR RESOURCE CONSERVATION AREA OR BUFFER.
17.TULLAMORE PUD WILL MEET ALL APPLICABLE REQUIREMENTS AND STANDARDS AS
DESCRIBED IN SECTION 6.1 OF THE APEX UDO. THIS PROJECT WILL MEET ALL
STORMWATER REDUCTION REQUIREMENTS INCLUDING LIMITING THE POST-DEVELOPMENT
STORMWATER FLOWS TO NOT EXCEED THE PRE-DEVELOPMENT STORMWATER RUNOFF.
TULLAMORE PUD WILL USE APPROVED DEVICES TO CONTROL THE STORMWATER AND
SEDIMENT RUNOFF. THESE DEVICES MAY INCLUDE DETENTION PONDS, RETENTION
PONDS, BIORETENTION AREAS OR ANY OTHER APPROVED STORMWATER CONTROL
MEASURE. STORMWATER CONTROL DEVICES SHALL BE LANDSCAPED AND CONSTRUCTED
TO BE AN AMENITY TO THE DEVELOPMENT AND SHALL BLEND INTO THE SURROUNDINGS.
CASE # 18CZ22
REZONING CONDITIONS OF APPROVAL
REVIEWED BY PRCR ADVISORY COMMISION:AUGUST 29, 2018
MINIMUM PROPOSED LOT SIZE:5,411 SF
MAXIMUM PROPOSED LOT SIZE:5,412 SF
AVERAGE PROPOSED LOT SIZE:5,411 SF
MINIMUM ALLOWABLE LOT SIZE:5,400 SF
STANDARD:
ECONOMY HOUSING:
ECONOMY LOTS PROVIDED:5
ECONOMY LOTS REQUIRED:5
AVERAGE LOT WIDTH:53.59'
MINIMUM LOT WIDTH REQUIRED:40'
15% LESS STANDARD AVERAGE LOT WIDTH:45.55'
MINIMUM LOT WIDTH PROVIDED:42.28'
MAXIMUM LOT WIDTH PROVIDED:43.44'
CENTROID OF PROJECT SITE:
NORTH CAROLINA STATE PLANE - ZONE 3200
LATITUDE: 35.76027778° N
LONGITUDE: 79.19361111 W
TOWN OF APEX CERTIFICATION BLOCK:
PUBLIC INFRASTRUCTURE
TABLE
UTILITIES LINEAR
FOOTAGE
WATER LINES 1244
STORM DRAIN (PUBLIC)2049
SEWER LINES (SDR35)1537
SEWER LINES (C900)331
SEWER LINES (DIP)176
SIDEWALK 2567
*CURB & GUTTER 2629
**NEW STREETS (PUBLIC)1190
*CURB & GUTTER (PUBLIC) - DOES NOT INCLUDE
HOLT ROAD
**NEW STREETS (PUBLIC) - LF PER LANE
PROPOSED LOTS (3,500 SF/ STD. LOT):
(3,500 SF/ ECO. LOT)
A
ANNEXATION #:686 A
A
C-01
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-01 CIVIL NOTES.DWGPLOTTED: 5/15/2020 11:21 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
CIVIL NOTES
N.T.S
P
PE
PCC
NTS
PROPERTY LINE
R
PVC
PKWY
N
LEV
LENGTH
LF
LOW EMISSION VEHICLE
LINEAR FEET
INVERTINV
L
LEN
L
MIN MINIMUM
MAX
MANHOLE
MAXIMUM
MH
R.O.W.
UG
VEG
TOP
TYP
W/O
W/
VERT
W
TOC
RPZ
RPDA
S
RCP
STD
TB
SD
SS
STA
SSMH
INTERSTATE HIGHWAY
CLEANOUT
CLASSCLS
CONC
CO
CENTERLINE
CAST IRON PIPECIP
CJ
DIAMETER OR ROUND
DIAMETER
DIP
DRIVEDR
CONTROL JOINT
CONCRETE
DIA
DI
C
AGGREGATE BASE
AND
(XX)
&
BLDG
AVENUE
BLVD
BUILDING
BOULEVARD
ASPH ASPHALT
AVE
DROP INLET
GR
GB
GRADE
HDPE
GRADE BREAK
FOOT OR FEET
FLOW LINE
FT
GASG
HP
HOV
I.H.
HIGH OCCUPANCY VEHICLE
HIGH DENSITY POLYETHYLENE
HIGH POINT
HORIZONTAL HORIZ
FLARED END SECTION
EVAP
ELEVATION
EVAPORATIVE
EXISTING EX
E
DUCTILE IRON PIPE
EAST, EASTING
EL
EJ
FH
FINISHED GRADE
FL
FIRE HYDRANT
EXPANSION JOINT
EXISTING ELEVATION
FES
IAW IN ACCORDANCE WITH
FIRE DEPARTMENT CONNECTIONFDC
TH
ABC
FEV FUEL EFFICIENT VEHICLE
FG
FFE FINISHED FLOOR ELEVATION
GALV GALVANIZED
BW BOTTOM OF WALL
CB CATCH BASIN
LP LOW POINT
TC
TW
YI
-- C --
-- A --
-- B --
-- D --
-- E --
-- F --
-- G --
-- H --
-- I --
-- L --
-- M --
-- N --
-- O --
-- P --
-- R --
-- S --
-- T --
-- U --
-- V --
-- W --
-- Y --
OVERHEADOH
TD
ALL SYMBOLS & ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT
BE USED IN THIS DRAWING PACKAGE.
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
PARKWAY
NORTH, NORTHING
NOT TO SCALE
POLYETHYLENE
POLYVINYL CHLORIDE
TYPICAL
VEGETATED
TOP OF BARRIER
TOP OF CURB
TOP OF PIPE
WEST
WITHOUT
WITH
VERTICAL
SANITARY SEWER MANHOLE
SANITARY SEWER
RADIUS
REDUCED PRESSURE ZONE
RIGHT OF WAY
STATION
STANDARD
STORM DRAIN
SOUTH
PORTLAND CEMENT CONCRETE
REINFORCED CONCRETE PIPE
UNDERGROUND
TEST HEADER
TOP OF CURB
TOP OF WALL
YARD INLET
TEMPORARY DIVERSION
GE GENERAL ELECTRIC
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
POC POINT OF CONNECTION
DOM.DOMESTIC TP TOP OF PAD
ST.STL STAINLESS STEEL
SDE SIGHT DISTANCE EASEMENT
NCDOT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NCDENR NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
REDUCED PRESSURE
DETECTOR ASSEMBLY
1.BOUNDARY DATA PERFORMED BY SMITH & SMITH SURVEYORS. SEE SURVEY FOR BENCHMARK INFORMATION. REFER TO EXISTING CONDITIONS PLAN.
HORIZ. DATUM = NAD 83, VERT. DATUM = NAVD 88. TOPOGRAPHY SHOWN ON PLANS IS PER TOWN OF APEX LiDAR DATA - PRELIMINARY DESIGN ONLY.
2.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.
3.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR
IN AN APPROVED SOLID WASTE LANDFILL.
6.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. ROBINSON & PLANTE HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY.
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.
7.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND SHOULD BE CONSIDERED
APPROXIMATE.
8.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND FEDERAL, STATE & LOCAL STANDARDS. ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE TOWN OF APEX SPECIFICATIONS AND STANDARDS. A COPY OF TOWN SPECIFICATIONS CAN BE OBTAINED FROM THE TOWN OF
APEX.
9.ALL WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT. ALL CONSTRUCTION AND MATERIALS SHALL
MEET NCDOT STANDARDS, LATEST EDITION.
10.ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III (UNLESS OTHERWISE NOTED) WITH RAM-NEK.
11.THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. 3720073300J DATED 05/02/06.
12.ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY FOR ACTUAL SITE BOUNDARY INFORMATION.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. ALL SIGNS, PAVEMENT
MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST
EDITION.
14.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE TOWN 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 STANDARDS & SPECIFICATIONS.
15.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
DESIGN 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 SOILS 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.
16.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.
17.THE BUILDING SETBACK LINES SHOWN ON THIS PLAN ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES AT THE SETBACK LINE
AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING
FOOTINGS.
18.REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE MATERIALS.
19.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER TO AN APPROVED
WAKE COUNTY LOCATION.
20.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER OR OWNER 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.
21.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.
22.THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
23.CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER AND HAS APPROVAL
FROM TOWN OF APEX INSPECTIONS. ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
24.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.
25.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.
26.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 APEX AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS.
27.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.
28.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. TOWN OF APEX & CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL
SAID ITEMS.
29.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE (APPROVED BY THE
ARCHITECT) 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 ARCHITECT, AND THE STRUCTURAL
ENGINEER. --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.
30.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO 98% OF MAXIMUM
DENSITY AS DETERMINED BY ASTM D1557 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR LAWNS OR UNPAVED
AREAS. MAX LIFT THICKNESS FOR FILL AREAS IS 8 INCHES.
31.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS 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.
32.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.
33.ALL RIGHT OF WAYS SHALL BE PUBLIC.
CI CURB INLET
TOWN OF APEX REQUIRED NOTES:GENERAL CONSTRUCTION NOTES:
GENERAL ABBREVIATIONS:
1.ALL STORMWATER CONTROL MEASURES (SCMS) MUST BE INSTALLED IN ACCORDANCE WITH
THE APPROVED CONSTRUCTION DRAWINGS.
2.DURING THE SCM CONVERSION PROCESS, ALL EFFORTS SHALL BE MADE TO PROTECT
DOWNSTREAM WATER RESOURCES. THE DRAIN VALVE SHALL NOT BE LEFT OPEN AT ANY TIME
DURING SCM CONVERSION. A SKIMMER DRAWDOWN SYSTEM SHALL BE INSTALLED AND
UTILIZED UNTIL THE SCM IS FULLY CONVERTED.
3.THE DESIGN ENGINEER MUST SUBMIT AN AS-BUILT PACKAGE WHICH MEETS ALL REQUIREMENTS
PRESENTED IN THE TOWN SPEC BOOK INCLUDING A SIGNED AND SEALED CERTIFICATION
STATEMENT.
4.RECORD THE APPROPRIATE SIGNED SCM O&M AGREEMENT WITH THE WAKE COUNTY REGISTER
OF DEEDS AND SUBMIT THE ORIGINAL TO LINDLEY PAYNTER IN WATER RESOURCES AT P.O. BOX
250, APEX, NC 27502. FOR SUBDIVISIONS ONLY, A 25% MAINTENANCE GUARANTEE IS REQUIRED
TO BE SUBMITTED TO JEAN WEATHERMAN IN DEVELOPMENT SERVICES AT [phone].
5.A FINAL INSPECTION BY STORMWATER & UTILITY ENGINEERING STAFF SHALL BE CONDUCTED
ONCE THE AS-BUILT SUBMITTAL HAS BEEN RECEIVED. ONCE APPROVED, STAFF WILL SEND AN
OFFICIAL SCM APPROVAL LETTER TO THE OWNER.
6.IN LIEU OF SCM COMPLETION AND FINAL APPROVAL BY STAFF, THE TOWN MAY ACCEPT A 125%
PERFORMANCE GUARANTEE IN ACCORDANCE WITH UDO SECTION 6.1.12(G). THIS GUARANTEE
WILL BE COLLECTED BY JEAN WEATHERMAN IN DEVELOPMENT SERVICES AT [phone].
7.ALL SCMS ARE REQUIRED TO BE COMPLETED PRIOR TO A FINAL CO FOR A SITE PLAN AND
ISSUANCE OF 90% OF COS WITHIN THAT PHASE.
8.IF AN SCM COUNTS TOWARDS RCA, THE REQUIRED LANDSCAPING SHALL BE INSTALLED DURING
THE APPROPRIATE GROWING SEASON AND COORDINATED WITH THE TOWN ZONING
COMPLIANCE OFFICER AT [phone]
THE FOLLOWING MUST OCCUR PRIOR TO FINAL PLAT AND/OR CERTIFICATE OF OCCUPANCY (CO):
1.FOR SUBDIVISIONS ONLY: A MAINTENANCE BOND IS REQUIRED FOR 25% OF TOTAL COST OF ALL STRUCTURAL SCMS (INCLUDING LABOR AND
INSTALLATION). THIS SHOULD BE SUBMITTED TO CONSTRUCTION MANAGEMENT PRIOR TO PLAT APPROVAL.
2.STRUCTURAL SCM O&M AGREEMENTS SHOULD BE SUBMITTED TO CONSTRUCTION MANAGEMENT CONCURRENT WITH PLAT APPROVAL (WITH
RESPECT TO A SUBDIVISION) OR CERTIFICATE OF OCCUPANCY (WITH RESPECT TO A SITE PLAN). PLEASE REFER TO THE TOWN WEBSITE AT
HTTP://WWW.APEXNC.ORG/516/STRUCTURAL-SCM-INFORMATION FOR THE APPROPRIATE FORMS.
3.STRUCTURAL SCM AS-BUILTS AND CORRESPONDING AS-BUILT SUPPLEMENTS SHALL BE SUBMITTED TO STORMWATER STAFF PRIOR TO
RECEIVING PLAT APPROVAL (WITH RESPECT TO A SUBDIVISION) OR CERTIFICATE OF OCCUPANCY (WITH RESPECT TO A SITE PLAN) OR
COMMENCEMENT OF A USE FOR ANY DEVELOPMENT FOR WHICH A STRUCTURAL SCM IS REQUIRED. THE AS-BUILT PLANS SHALL SHOW THE
FINAL DESIGN SPECIFICATIONS FOR ALL SCMS AND THE FIELD LOCATION, SIZE, ELEVATIONS, AND PLANTED VEGETATION. THE SCM DESIGNER
SHALL CERTIFY, UNDER SEAL, THAT THE AS-BUILT SCMS ARE IN COMPLIANCE WITH APPROVED PLANS AND DESIGNS AS REQUIRED BY THE UDO.
4.ONCE THE SCM AS-BUILTS ARE RECEIVED, A FINAL INSPECTION BY STORMWATER STAFF SHALL OCCUR PRIOR TO RECEIVING PLAT APPROVAL
(SUBDIVISION) OR CERTIFICATE OF OCCUPANCY (SITE PLAN).
www.ncocc.org
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
IDENTIFIER DESCRIPTION
1.NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING, INSTALLATION OF S&E
MEASURES, OR GRADING, SHALL OCCUR UNTIL REQUIRED TREE PROTECTION FENCING HAS BEEN INSTALLED
AND INSPECTED. A TREE PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING
DEPARTMENT OR ONLINE AT http://www.apexnc.org/215/applications-schedules
2.TREE PROTECTION FENCING MUST BE PLACED:
a.ONE FOOT AWAY FROM ANY SAVED TREE FOR EACH INCH OF DIAMETER AT BREAST HEIGHT,
b.ALONG THE OUTSIDE LINE OF THE 100-YEAR FLOODPLAIN, AND THE OUTSIDE EDGE OF ANY RIPARIAN
BUFFER, AND
c.AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT NOT LIMITED TO, HISTORIC
BUILDINGS AND STRUCTURES, WETLANDS, AND PONDS.
3.ADDITIONAL TREE PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION
ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE ZONING ENFORCEMENT OFFICER; SUCH AREAS MAY
INCLUDE BUT ARE NOT LIMITED TO COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
4.IF BUILDINGS ARE TO BE DEMOLISHED, A COPY OF THE DEMOLITION NOTIFICATION FROM THE NC HEALTH
HAZARD CONTROL UNIT AND AN ASBESTOS INSPECTION REPORT FROM A NC ACCREDITED ASBESTOS
INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED
PRIOR TO START OF THE DEMOLITION.
5.ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT
ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA (I.E. RCA, THE CRITICAL ROOT ZONES OF TREES,
PUBLIC UTILITY EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON SITE.
6.SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, PLAY
FIELDS, GREENWAY TRAILS, AND ITEMS TYPICALLY ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS,
SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOWN OF APEX TOWN OF APEX
STANDARD SPECIFICATIONS AND STANDARD DETAILS AND THE REQUIREMENTS OF THE TOWN OF APEX PARKS
AND RECREATION DEPARTMENT.
7.THE SCREENING OF LOADING DOCKS, ROLL-OUT CONTAINERS, DUMPSTERS, OUTDOOR STORAGE, MECHANICAL
AND HVAC EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, GROUND OR BUILDING SHALL MEET THE
REQUIREMENT OF SEC. 8.2.8 OF THE UDO. SPECIFICALLY SCREENING MUST BE DONE SO THAT:
a.IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND LANDSCAPING
b.SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL MATERIALS OF THE
BUILDING OR LANDSCAPE AND ARE SIMILAR IN MATERIAL AND COLOR
c.SCREENING ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS, AND A TOTALLY
OPAQUE SCREEN IS ACHIEVED
d.ANY GROUND-MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY EQUIPMENT SIX (6) FEET TALL OR
HIGHER MUST BE FENCED AND LANDSCAPED.
e.DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS BE EIGHT (8) FEET TALL OR THE
HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER, AND BE BUILT OF MASONRY MATERIAL WITH OPAQUE
GATES. WHERE PRACTICABLE, SHRUBS OR OTHER PLANTS MUST BE PLANTED OUTSIDE THE ENCLOSURE TO
VISUALLY SOFTEN THE APPEARANCE.
8.ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A FINAL
CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT PHASE.
9.PRIOR TO SCHEDULING A FINAL SITE INSPECTION, ALL SITE ITEMS (E.G. LIGHTING, LANDSCAPING, MULCHING,
SCREENING FOR DUMPSTERS, MECHANICAL EQUIPMENT, HVAC, ETC., SEEDING & SITE STABILIZATION, AND
PARKING AND PAVEMENT MARKING) MUST BE COMPLETED.
10.INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF SITE PLAN APPROVAL PROCESS. A SEPARATE SIGN PERMIT
MUST BE OBTAINED PRIOR TO INSTALLATION OF THE SIGN. MULTIPLE USE LOTS, NON-RESIDENTIAL
SUBDIVISIONS, AND MULTIPLE TENANT LOTS MUST SUBMIT A MASTER SIGN PLAN FOR APPROVAL.
11.RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE (5) FEET IN HEIGHT
WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, INCLUDING RETAINING WALLS OR MECHANICALLY
STABILIZED EARTH WALLS, SHALL BE DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A
REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALL ASPECTS WITH THE NC BUILDING CODE SEC. 1610.
RETAINING SYSTEMS MEETING THESE CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO START
OF WORK. RETAINING STRUCTURE MATERIALS MUST BE AN INTEGRALLY TINTED MEDIUM OR DARK BROWN OR
RUST COLOR.
12.A GRADING PERMIT, WHEN APPLICABLE, MAY ONLY BE ISSUED BY THE BUILDING INSPECTIONS DIVISION AFTER
THE INSTALLATION AND APPROVAL OF TREE PROTECTION FENCING AND S&E MEASURES AND A CERTIFICATE OF
COMPLIANCE HAS BEEN ISSUED BY THE WATER RESOURCES DEPARTMENT.
13.PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY
DEVELOPMENT WHERE A STORMWATER CONTROL MEASURE (SCM) IS REQUIRED, CONTACT THE
ENVIRONMENTAL PROGRAMS MANAGER AT 919-249-3413 TO DEMONSTRATE THAT THE REQUIRED STRUCTURE IS
IN PLACE, IS OPERATIONAL AND COMPLIES WITH ALL RELEVANT PORTIONS OF UDO SEC. 6.1.12 ENGINEERED
STORMWATER CONTROLS. IF THE SCM IS USED AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE
INSPECTION WILL OCCUR DURING THE APPROPRIATE PHASE OF CONSTRUCTION.
14.ALL WATER AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF THREE (3) FEET OF COVER.
15.MAINTAIN 18 INCHES OF MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES.
16.VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF
CONFLICTS ARE ENCOUNTERED.
17.CONTRACTOR SHALL COORDINATE UTILITY RELOCATION OR ABANDONMENT WITH LOCAL UTILITY COMPANIES
AS REQUIRED.
18.ALL METERED CONNECTIONS TO TOWN POTABLE WATER SHALL HAVE A TOWN-APPROVED BACKFLOW
PREVENTION ASSEMBLY INSTALLED.
19.WATER AND SEWER SHALL BE SEPARATED AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SEWERS. WHERE LOCAL CONDITIONS PREVENT A SEPARATION OF 10 FEET, THE WATER MAIN MAY BE LAID
CLOSER, PROVIDED THAT THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE
THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST THREE (3) FEET.
20.ALL NEW PUBLIC WATER AND SEWER LINES CONTAINED WITHIN A TOWN OF APEX PUBLIC UTILITY EASEMENT
WILL REQUIRE A WATER DISTRIBUTION EXTENSION PERMIT AND/OR A GRAVITY SEWER EXTENSION PERMIT
PRIOR TO THE RELEASE OF CONSTRUCTION DRAWINGS. ALL WATER DISTRIBUTION EXTENSION PERMIT
APPLICATIONS SHALL BE ACCOMPANIED BY A SEALED NGINEER’S REPORT PER THE TOWN OF APEX STANDARD
SPECIFICATIONS AND STANDARD DETAILS. CONTACT THE ENGINEERING DIVISION AT 919-249-3394 TO OBTAIN
THESE PERMIT APPLICATIONS.
21.A PLUMBING PERMIT ISSUED BY THE BUILDING INSPECTION DIVISION IS REQUIRED FOR ALL PLUMBING
SYSTEMS, INCLUDING STORM DRAINAGE SYSTEMS, INSTALLED OUTSIDE THE PUBLIC RIGHT-OF-WAY OR A
PUBLIC UTILITY EASEMENT. THESE SYSTEMS SHALL BE INSPECTED AND APPROVED BY THE PLUMBING
INSPECTOR PRIOR TO COVERING. CONTACT THE BUILDING INSPECTIONS DIRECTOR AT 919-249-3381 FOR
INFORMATION INCLUDING THE UTILIZATION OF A THIRD-PARTY INSPECTION AGENCY.
22.IT IS THE RESPONSIBILITY OF THE OWNER OR HIS REPRESENTATIVE(S) TO LOCATE AND IDENTIFY ALL EXISTING
AND PROPOSED UTILITIES AND TO CLEARLY IDENTIFY THEM ON THE APPROVED PLANS.
23.NO PRIVATE UTILITY EASEMENTS SHALL BE ALLOWED TO BE COUNTED IN THE CALCULATIONS FOR BUFFERS,
RCA, OR REQUIRED LANDSCAPE AREAS.
24.ALL LANDSCAPING IS REQUIRED TO BE INSTALLED PRIOR TO APPROVAL AND RECORDING OF A SUBDIVISION
PLAT, OR IN THE CASE OF PHASED DEVELOPMENT, FOR EACH PHASE OF THE PROJECT. IF THE APPLICANT
CHOOSES TO DELAY THE INSTALLATION OF LANDSCAPING FROM APRIL 1 THROUGH SEPTEMBER 1, THEN THE
APPLICANT SHALL PROVIDE A CASH BOND EQUAL TO 150% OF THE COST OF MATERIALS AND INSTALLATION,
BASED ON THE HIGHEST ESTIMATE RECEIVED, TO ENSURE INSTALLATION OF THE REQUIRED LANDSCAPING.
ADDITIONAL EXCEPTIONS MAY BE GRANTED BY THE PLANNING DIRECTOR IN ACCORDANCE WITH UDO SEC.
8.2.2.E.
25.REQUIRED BUFFERS MUST MEET THE MINIMUM OPACITY REQUIREMENTS FOR THE PARTICULAR BUFFER TYPE
AS DESCRIBED IN UDO SEC. 8.2.6.
26.ANY VEGETATION THAT IS DEAD, SUBSTANDARD, UNHEALTHY, OF POOR STRUCTURAL QUALITY, OR MISSING,
SHALL BE REPLACED IN CONFORMANCE WITH TOWN STANDARDS.
27.ALL PLANT MATERIAL SHALL BE ALLOWED TO REACH THEIR MATURE SIZE AND MAINTAINED AT THEIR MATURE
SIZE. PLANTS SHALL NOT BE CUT OR SEVERELY PRUNED SO THAT THEIR NATURAL FORM IS IMPAIRED.
28.ALL SLOPES EQUAL TO 2:1 SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION OR A SUITABLE
COMBINATION OF PLANTINGS AND RETENTION DEVICES.
29.SLOPES STEEPER THAN 3:1 BUT LESS THAN 2:1 SHALL BE STABILIZED WITH PERMANENT GROUNDCOVER, NOT
WITH TURF GRASS.
PLANNING/ZONING:
PRIVATE UTILITY AGENCIES:GOVERNING AGENCIES:
STORMWATER ENGINEERING WATER & SEWER NATURAL GAS
ELECTRICITY
AT&T NC
5715 GLENWOOD AVE.
RALEIGH, NC 27612
91O-785-7856 (o)
CONTACT: WANDA HARRIS
EMAIL:[e-mail] (e)
CABLE
SEDIMENTATION & EROSION CONTROL
TOWN OF APEX
73 HUNTER STREET
APEX, NC 27502
919-249-3413 (o)
CONTACT: MIKE DEATON
EMAIL: [e-mail]
TOWN OF APEX
105-B UPCHURCH STREET
APEX, NC 27502
919-249-1166 (o)
CONTACT: STAN FORTIER
EMAIL: [e-mail]
TOWN OF APEX
105-B UPCHURCH STREET
APEX, NC 27502
919-249-3427 (o)
CONTACT: MARTY STONE
EMAIL: [e-mail]
TOWN OF APEX
105-A UPCHURCH STREET
APEX, NC 27502
919-249-3531 (o)
CONTACT: RODNEY SMITH
EMAIL: [e-mail]
PSNC ENERGY - SCANA
2020 ENERGY DRIVE
APEX, NC 27502
919-367-2734 (o)
CONTACT: CHRIS PRINCE
EMAIL: [e-mail]
SPECTRUM
101 INNOVATION AVE.
MORRISVILLE, NC 27560
919-882-4748 (o)
CONTACT: JOHN LINDAUER
EMAIL: [e-mail]
MUNICIPAL & UTILITY CONTACTS:
TELECOMMUNICATIONS
TOWN OF APEX
73 HUNTER STREET
APEX, NC 27502
919-249-3339 (o)
CONTACT: SARAH RAYFIELD
EMAIL: [e-mail]
STORMWATER CONTROL MEASURE (SCM)
CONSTRUCTION SEQUENCE:
STORMWATER CONTROL MEASURE REQUIREMENTS:A
S 69°32'23" E472.11'S 01°42'58" E
210.07'N 87°38'38" W358.68'N 87°33'48" W105.09'N 02°22'32" E
356.10'
N 14°
4
5
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2
9
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E
344.96
'N 43°24'29" W
27.77'N 43°24'29" W
479.18'N 46°10'39" E100.08'N 51°55'16" E97.64'S 01°42'58" E
1037.56'
S 01°42'58" E
0.90'S 89°55'18" E441.12'N 62°38'32" E91.81'WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWSS
SS
SS
24" PINE20" PINE18" GUM20" PINE
18" GUM 30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
30" POPLAR
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
24" PINE 20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
20" POPLAR
22" GUM
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
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388389390390390390391391392
392 393393393394 395395
395395
395395395396396397397
398
398
399399
399
400400400400
400400400401
401401402
402403
403403404
404404405405405405405405405405405406
406407408409410410410410411412413414415415415416417418
419420420420421422423425425425430430430430430431431431432432433433433434435435WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
JEFFREY W.
CASEY
D.B. 5817, PG. 591
PIN 733.04-92-0259
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
J. DALLAS HERNDON HEIRS
D.B. 08-E, PG. 3122
HERNDON EST NORTH TRACT
PIN 733.04-83-9147
1745 HOLT ROAD
9.13 ACRES
CHARLESTON VILLAGE HOA
D.B. 8767, PG. 027
COMMON AREA SPACE
CHARLESTON VILLAGE
PIN 733.04-82-8561
2.93 ACRES
CHARLES E. HERNDON
ANNETTE C. HERNDON
D.B. 6437, PG. 156
B.M. 1995, PG. 126
PIN 733.04-83-5369
1805 HOLT ROAD
1.00 ACRES
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
EXIST. TREE LINE
EXIST. DRIVEWAY
EXIST. HOUSE
EXIST. 8" PVC SS
LINE & SSMH
JURISDICTIONAL
WETLANDS
EXIST. TREE LINE
POND
2.5:1 SLOPE
2.5:1 SLOPE
EXISTING 12" DIP
WATER MAIN
SANITARY SEWER MANHOLE
STORM PIPE
SS SANITARY SEWER PIPE
W WATER MAIN
PROPERTY BOUNDARY
EASEMENTS
MAJOR CONTOUR330
MINOR CONTOUR
SYMBOLS
LINE WORK
WTLD SANITARY SEWER PIPE
TREE
TREE LINE
CREEK CENTERLINE
STREAM BUFER
C-02
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-02 EXISTING CONDITIONS PLAN.DWGPLOTTED: 5/15/2020 11:41 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
JS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
A MAY 15, 2020 TOA COMMENTS
EXISTING CONDITIONS PLAN
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
GENERAL NOTES:
1.THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION. THE INTENT OF THIS PLAN IS TO ILLUSTRATE
THE EXISTING FEATURES, STRUCTURES AND TOPOGRAPHY OF THE PROPERTY. TOPOGRAPHY SHOWN ON THIS
IS PLAN IS PER TOWN OF APEX LiDAR DATA - FOR PRELIMINARY USE ONLY.
2.THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY OTHERS. CURRY ENGINEERING
DOES NOT GUARANTEE THE ACCURACY OF THE INFORMATION. THE INFORMATION SHOWN REPRESENTS A
FIELD SURVEY CONDUCTED JANUARY 2018.
3.THE ENGINEER UNDERSTANDS THE SURVEY INFORMATION PROVIDED TO MEET THE FOLLOWING CRITERIA:
·MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD. THE DISTANCES ON THIS MAP ARE
ADJUSTED HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. ALL AREA CALCULATED BY
COORDINATE COMPUTATION.
·THIS PLAN HAS BEEN PREPARED FOR LAYOUT AND PERMITTING PURPOSES ONLY.
·ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
·PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
·THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
4.EXISTING CONDITIONS SHOWN DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
UTILITIES THAT MAY OR MAY NOT BE PRESENT ON SITE. CONTRACTOR TO FIELD VERIFY AND LOCATE ALL
UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION.
5.PROPERTY IS LOCATED WITHIN THE SECONDARY WATERSHED OVERLAY DISTRICT.
6.PROPERTIES ARE NOT LOCATED IN A HISTORIC DISTRICT NOR CONTAIN ANY HISTORIC STRUCTURES PER THE
"WAKE COUNTY INVENTORY OF HISTORIC STRUCTURES - APEX JURISDICTION."
7.FOR SURFACE WATER INFORMATION, REFER TO APEX STREAM BUFFER DETERMINATION LETTER APEX #18-008
AND DWR PROJECT #20191637.
8.REFER TO C-01 FOR APPLICABLE TOWN OF APEX NOTES.
LEGEND:
Surveyor:
Smith & Smith Surveyors, P.A.
307 N. Hughes Street
Apex, NC 27502
919.362.7111 (o)
A
A
PROFESSIONAL ENGINEER SEAL NOT
AFFIXED TO SHEET AS ENGINEER DOES
NOT CERTIFY INFORMATION PROVIDED
BY OTHERS
SS
18" PINE
24" PINE
20" PINE
20" PINE
18" PINE18" PINE
18" GUM
20" PINE
24" PINE
18" GUM
28" PINE
30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
22" PINE
20" PINE
26" PINE
30" POPLAR
22" PINE
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
18" PINE
22" PINE
24" PINE
18" PINE
20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
22" PINE
20" PINE
18" PINE
26" POPLAR
22" PINE
24" PINE 22" PINE
18" PINE
20" POPLAR
22" GUM
24" POPLAR
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDJS DEVELOPMENT COMPANY, LLC
DB. 7335, PG. 551
PIN 733.04-83-7691
0 HOLT ROAD
0.05 ACRES
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
J. DALLAS HERNDON HEIRS
D.B. 08-E, PG. 3122
HERNDON EST NORTH TRACT
PIN 733.04-83-9147
1745 HOLT ROAD
9.13 ACRES
CHARLESTON VILLAGE HOA
D.B. 8767, PG. 027
COMMON AREA SPACE
CHARLESTON VILLAGE
PIN 733.04-82-8561
2.93 ACRES
CHARLES E. HERNDON
ANNETTE C. HERNDON
D.B. 6437, PG. 156
B.M. 1995, PG. 126
PIN 733.04-83-5369
1805 HOLT ROAD
1.00 ACRES
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
JURISDICTIONAL WETLANDS
18" OAK
C-03
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-03 TREE SURVEY PLAN.DWGPLOTTED: 5/15/2020 11:22 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
TREE SURVEY PLAN
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
Surveyor:
Smith & Smith Surveyors, P.A.
307 N. Hughes Street
Apex, NC 27502
919.362.7111 (o)
GENERAL NOTES:
1.THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION. THE INTENT OF THIS PLAN IS TO
ILLUSTRATE THE EXISTING FEATURES AND STRUCTURES ON THE PROPERTY.
2.THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY OTHERS. CURRY
ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE INFORMATION.
3.THE ENGINEER UNDERSTANDS THE SURVEY INFORMATION PROVIDED TO MEET THE FOLLOWING
CRITERIA:
·MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD. THE DISTANCES ON THIS MAP
ARE ADJUSTED HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. ALL AREA
CALCULATED BY COORDINATE COMPUTATION.
·THIS PLAN HAS BEEN PREPARED FOR LAYOUT AND PERMITTING PURPOSES ONLY.
·ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
·PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
·THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
4.EXISTING CONDITIONS SHOWN DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
UNDERGROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON SITE. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION.
5.PROPERTY IS LOCATED WITHIN THE SECONDARY WATERSHED OVERLAY DISTRICT.
6.PROPERTIES ARE NOT LOCATED IN A HISTORIC DISTRICT NOR CONTAIN ANY HISTORIC STRUCTURES
PER THE "WAKE COUNTY INVENTORY OF HISTORIC STRUCTURES - APEX JURISDICTION."
7.FOR SURFACE WATER INFORMATION, REFER TO APEX STREAM BUFFER DETERMINATION LETTER
APEX #18-008.
8.REFER TO C-01 FOR APPLICABLE TOWN OF APEX NOTES.
CRZ DIAGRAM:
1' PER 1" DBH
CRITICAL ROOT
ZONE (CRZ), TYP
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxW18" PINE
24" PINE
20" PINE
20" PINE
18" PINE18" PINE
18" GUM
20" PINE
24" PINE
18" GUM
28" PINE
30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
22" PINE
20" PINE
26" PINE
30" POPLAR
22" PINE
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
18" PINE
22" PINE
24" PINE
18" PINE
20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
22" PINE
20" PINE
18" PINE
26" POPLAR
22" PINE
24" PINE 22" PINE
18" PINE
20" POPLAR
22" GUM
24" POPLAR
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLD374375375376377378380380383385385 385386
388389390390390390391391392
392 393393393394 395395
395395
395395395396396397397
398
398
399399
399
400400400400
400400400401
401401402
402403
403403404
404404405405405405405405405405405406
406407408409410410410410411412413414415415415416417418
419420420420421422423425425425430430430430430431431431432432433433433434435435WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCPTPTPTPTP TP TP TP TP TP TP TP TP TP
T
P
TP
TP TP
T
P
TP TP TP
TP
TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPPERMANENT WETLAND
IMPACT AREA = 0.036 AC
(1,575 SF)
EXISTING CONCRETE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
JURISDICTIONAL
WETLANDS
REMOVE TREE,
TYP.
CONSTRUCTION ENTRANCE
TOTAL CRZ AREA = 2,463 SF
IMPACTED CRZ AREA = 280 SF
PERCENT IMPACTED = 11%
NO TREE PROTECTION FENCE
DUE TO EXISTING BREACHED
POND DAM
PERMANENT WETLAND
IMPACT AREA = 0.086 AC
(3,750 SF)
TOTAL CRZ AREA = 1,810 SF
IMPACTED CRZ AREA = 860 SF
PERCENT IMPACTED = 48%
REMOVE EXISTING CURB &
GUTTER
BUFFER ZONE 3
IMPACTS
AREA = 11,807 SF
BUFFER ZONE 2
IMPACTS
AREA = 2,777 SF
BUFFER ZONE 2
IMPACTS
AREA =1,056 SF
BUFFER ZONE 2
IMPACTS
AREA = 561 SF
BUFFER ZONE 1
IMPACTS
AREA = 3,395 SF
TP
UTILITY DEMOLITION
TREE REMOVAL
TREE PROTECTION FENCE
BUILDING REMOVAL
CONCRETE REMOVAL
WETLAND IMPACTS
ZONE 3 BUFFER IMPACTS
ZONE 2 BUFFER IMPACTS
ZONE 1 BUFFER IMPACTS
C-04
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-04 DEMOLITION PLAN.DWGPLOTTED: 5/15/2020 11:22 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
DEMOLITION PLAN
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
GENERAL NOTES:
1.A COPY OF THE DEMOLITION NOTIFICATION FROM THE NORTH CAROLINA HEALTH HAZARD
CONTROL UNTIL AN ASBESTOS INSPECTION REPORT FROM A NORTH CAROLINA
ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE
DEMOLITION PERMIT WHICH MUST BE OBTAINED PRIOR TO THE START OF DEMOLITION.
2.NO EQUIPMENT IS ALLOWED ON THE SITE OR DISTURBANCE IS PERMITTED UNTIL ALL THE
TREE PROTECTION AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
3.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED
HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL
REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF
HAZARDOUS MATERIALS. A COPY OF THE DEMOLITION NOTIFICATION FROM THE NORTH
CAROLINA HEALTH HAZARD CONTROL UNIT AN ASBESTOS INSPECTION REPORT FROM A
NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE
APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED PRIOR TO THE
START OF DEMOLITION.
8.DEMOLITION OF STRUCTURES AND/OR UTILITIES BASED ON EXISTING CONDITIONS
SURVEY. IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THIS PLAN THAT
REQUIRES ADDITIONAL DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE OWNER
AND/OR THE ENGINEER PRIOR TO PROCEEDING WITH REMOVAL OF STRUCTURE AND/OR
UTILITY. SUBSURFACE UTILITIES AND FEATURES DENOTED ON THIS PLAN SHOULD BE
CONSIDERED APPROXIMATE IN NATURE AND HAVE BEEN LOCATED TO THE EXTENT
POSSIBLE VIA LEVEL "C" SUE METHODS. CONTRACTOR IS RESPONSIBLE FOR
SUBSURFACE UTILITY EXPLORATION, INCLUDING UTILITY "POTHOLING" OR BY THE
EXCAVATION OF TEST PITS AS NECESSARY TO DETERMINE THE UTILITY LOCATION,
DEPTHS, AND MATERIALS.
9.CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION WORK PRIOR TO APPROVAL AND
ISSUANCE OF LAND DISTURBANCE AND DEMOLITION PERMITS ISSUED BY THE TOWN OF
APEX.
10.DO NOT INTERRUPT EXISTING UTILITY SERVICES FOR FACILITIES OCCUPIED BY THE
OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND
THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES.
A.NOTIFY OWNER NOT LESS THAN 72 HOURS IN ADVANCE OF PROPOSED UTILITY
SERVICE INTERRUPTIONS.
B.DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING WRITTEN
PERMISSION FROM THE OWNER.
11.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING TOWN OF APEX OR
NCDOT INFRASTRUCTURE, PRIVATE UTILITY, COMPANY INFRASTRUCTURE, OR ADJACENT
PROPERTY OWNERS PROPERTY.
12.CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A TRAFFIC
CONTROL PLAN PER NCDOT AND MUTCD STANDARDS.
13.CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF HIS/HER EQUIPMENT AND
MATERIALS STORED ON-SITE DURING CONSTRUCTION.
14.ANY PAVEMENT CUT SHALL BE DONE AS A FULL DEPTH SAW CUT WITH LINES STRAIGHT
AND NEAT.
15.REMOVE ALL EXISTING ON-SITE TRASH AND DEBRIS. TRASH SHALL BE REMOVED AND
DISPOSED OF IN A LEGAL MANNER. NOTIFY OWNER AND ENGINEER IF ANY HAZARDOUS
MATERIALS (ASBESTOS, LEAD PAINT, ETC.) ARE ENCOUNTERED.
16.REMOVE SIDEWALK, CURB AND GUTTER, AND OTHER CONCRETE SECTIONS BY SAW
CUTTING THE NEAREST CONTROL JOINT AWAY FROM THE AREA DESIGNATED TO BE
REMOVED ON THE DEMOLITION PLAN.
17.NOTIFY AND COORDINATE ANY REQUIRED RELOCATION AND/OR REMOVAL OF EXISTING
UNDERGROUND UTILITIES, POLES, METERS, OR OTHER ABOVE GROUND APPURTENANCES
WITH THE APPROPRIATE UTILITY PROVIDER (I.E. POWER, TELEPHONE, CABLE, AND
NATURAL GAS/PROPANE) PRIOR TO THE START OF SELECTIVE DEMOLITION WORK.
18.ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LAWFUL MANNER.
19.CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE, FREE OF DEBRIS, TRASH, OR OTHER
CONSTRUCTION MATERIALS. AREAS SUBJECT TO SITE CONSTRUCTION ADJACENT TO THE
PUBLIC RIGHT OF WAY AND PEDESTRIAN SIDEWALKS SHALL BE LEFT "BROOM CLEAN" AT
THE END OF EACH WORK DAY.
20.CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY UTILITIES NEEDED DURING
CONSTRUCTION.
21.STRUCTURES BEING REMOVED IN, OR IMMEDIATELY ADJACENT TO, THE RESOURCE
CONSERVATION AREA (RCA) AND/OR TREE PROTECTION FENCE SHALL BE REMOVED BY
HAND. NO HEAVY MACHINERY SHALL BE USED DURING DEMOLITION. INSTALL TREE
PROTECTION FENCE IN INITIAL PHASE SUCH THAT EXISTING STRUCTURES AND/OR
GRAVEL MAY BE REMOVED HOWEVER AFTER REMOVAL, TREE PROTECTION FENCE SHALL
BE INSTALLED IN LOCATION AS SHOWN.
22.A COPY OF THE DEMOLITION NOTIFICATION FROM THE NC HEALTH HAZARD CONTROL UNIT
AND AN ASBESTOS INSPECTION REPORT FROM A NC ACCREDITED ASBESTOS INSPECTOR
MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE
OBTAINED PRIOR TO START OF THE DEMOLITION.
23.NO MACHINERY OF ANY KIND IS ALLOWED BEHIND THE TREE PROTECTION FENCE (TPF).
ANY ITEMS SHOWN BEHIND TPF THAT MUST BE REMOVED (EX. ELECTRIC POLES, ELECTRIC
LINES, SMALL BUILDINGS, TRASH, ETC.) SHALL BE REMOVED BY HAND OR USING
MACHINES STATIONED OUTSIDE THE TPF.
24.REFER TO C-01 FOR APPLICABLE TOWN OF APEX NOTES.
STREAM & WETLAND DELINEATIONS CONDUCTED BY MITCHELL ENVIRONMENTAL
IN AUGUST 2019. USACE & TOWN OF APEX CONCURRENCE OF ENVIRONMENTAL
FEATURES SEPTEMBER 27, 2019. TOWN OF APEX PROJECT ID NUMBER FOR
BUFFER CALL IS "APEX 18-008".
ENVIRONMENTAL DELINEATION NOTES:
ADHERE TO WAKE COUNTY ENVIRONMENTAL SERVICES WASTEWATER SYSTEM ABANDONMENT PROCEDURES TO ABANDON A WASTEWATER
SYSTEM LOCATION. FOLLOW THESE STEPS:
1.APPLY FOR AN ABANDONMENT PERMIT. A SITE VISIT WILL BE MADE AND PERMIT WILL BE ISSUED.
2.HAVE AN APPROVED HAULER PUMP THE LIQUID, SLUDGE, AND SCUM FROM ALL THE TANKS IN THE SYSTEM.
3.THE TANK(S) SHOULD BE ABANDONED BY A CERTIFIED SEPTIC INSTALLER, LICENSED PLUMBER, LICENSED PUBLIC UTILITIES CONTRACTOR,
OR THE OWNER OF THE PROPERTY WHERE THE TANK(S) IS/ARE LOCATED. THREE WAYS TO ABANDON THE TANKS ARE LISTED BELOW:
A.REMOVE THE TANKS
B.FILL IN THE TANK IN ONE OF TWO WAYS:
·FILL IN ENTIRE TANK WITH CONCRETE. MUST CAP OFF INLET AND OUTLET PIPE PENETRATIONS FIRST.
·CAP OFF INLET AND OUTLET PIPE PENETRATIONS WITH CONCRETE, FILL IN ENTIRE TANK WITH SAND OR PEA GRAVEL, AND
THEN CAP OFF BOTH INLET AND OUTLET ACCESS OPENINGS WITH CONCRETE.
C.CRUSH TANK IN PLACE. BREAK UP BOTTOM OF TANK SO WATER DOES NOT POND ON TOP. FILL IN AREA WITH SAND OR PEA GRAVEL.
PACK MATERIAL TO ENSURE SETTLING COMPLETE.
4.BACKFILL THE EXCAVATION WITH CLEAN CLAY MATERIAL TO NATURAL GRADE AND ESTABLISH A VEGETATIVE COVER.
5.DISCONNECT POWER AT THE SOURCE TO ALL ELECTRICAL CONTROLS AND REMOVE ALL CONTROLS AND PANELS.
6.REMOVE ALL PARTS OF THE DRAINFIELD ON THE GROUND SURFACE (SUCH AS VALVES, VALVE BOXES AND RISERS), BACKFILL THE AREA
TO A NATURAL GRADE AND ESTABLISH A VEGETATIVE COVER.
7.COAT ALL SURFACE AREAS EXPOSED TO EFFLUENT WITH HYDRATED LIME AND ESTABLISH A VEGETATIVE COVER.
8.RECOMMEND TO WAIT AT LEAST 18 MONTHS BEFORE USING THE DISPOSAL AREA FOR GARDENING OR CONSTRUCTION.
SEPTIC TANK ABANDONMENT NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WELL ABANDONMENT PERMIT
FROM WAKE COUNTY DEPARTMENT OF ENVIRONMENTAL SERVICES (WCDES)
PRIOR TO ABANDONING WELL. CONTRACTOR SHALL PROVIDE WCDES 24 HOURS
NOTICE & OBTAIN PERMIT PRIOR TO ABANDONMENT.
2.ALL WATER SUPPLY WELLS SHALL BE PERMANENTLY ABANDONED PER NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION
OF WATER QUALITY STANDARDS. ABANDONMENT OF WELLS SHALL ADHERE TO
TITLE 15A NORTH CAROLINA ADMINISTRATIVE CODE, CHAPTER 2C, SECTION
.0113. TO OBTAIN A COMPLETE COPY OF THESE RULES:
http://reports.oah.state.nc.us/ncac.asp OR CONTACT THE DIVISION OF WATER
RESOURCES AT DENR AQUIFER PROTECTION SECTION 1636 MAIL SERVICE
CENTER RALEIGH, NORTH CAROLINA 27699-1636 PHONE: [phone] FAX: (919)
715-0588
3.WELLS MUST BE ABANDONED BY A CERTIFIED WELL CONTRACTOR.
4.THE WELL CONTRACTOR MUST SUBMIT A RECORD OF ABANDONMENT (NCDENR
FORM GW-30) TO THE DIVISION OF WATER RESOURCES WITHIN 30 DAYS AFTER
COMPLETION OF WELL ABANDONMENT.
WELL ABANDONMENT NOTES:
A
A
A
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
SCM LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
ORNAMENTAL FENCEXPHASE LINE
TREE PROTECTION FENCETP
ASPHALT PAVEMENT
CONCRETE SIDEWALK
HOA MAINTAINED OPEN SPACE
RESOURCE CONSERVATION
AREA (RCA)
TREE PROTECTION FENCE
24" PINE20" PINE18" GUM
20" PINE
18" GUM 30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
30" POPLAR
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
24" PINE 20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
20" POPLAR
22" GUM
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
RCA
30,026 SQFT.
0.69 AC.
RCA
2,876 SQFT.
0.07 AC.
HOA MAINTAINED
OPEN SPACE
8,010 SQFT.
0.18 AC.
HOA
1,085 SQFT.
0.02 AC.
RCA
161,622 SQFT.
3.71 AC.
HOA MAINTAINED
OPEN SPACE
50,589 SQFT.
1.16 AC.
STORMWATER CONTROL
MEASURE (SCM)
18
19
20
21
22
23
24
32
LOT
8,826 SQFT.
0.20 AC.
LOT
7,393 SQFT.
0.17 AC.
LOT
6,126 SQFT.
0.14 AC.LOT
6,000 SQFT.
0.14 AC.LOT
6,000 SQFT.
0.14 AC.LOT
6,000 SQFT.
0.14 AC.LOT
6,000 SQFT.
0.14 AC.
LOT
5,412 SQFT.
0.12 AC.
25
27
26
30
31
33
6
10495
1 3
8
LOT
9,227 SQFT.
0.21 AC.
LOT
7,911 SQFT.
0.18 AC.
LOT
6,881 SQFT.
0.16 AC.
LOT
11,418 SQFT.
0.26 AC.
LOT
8,113 SQFT.
0.19 AC.
LOT
6,222 SQFT.
0.14 AC.
LOT
6,592 SQFT.
0.15 AC.
LOT
7,079 SQFT.
0.16 AC.
LOT
6,000 SQFT.
0.14 AC.
LOT
6,073 SQFT.
0.14 AC.
LOT
6,035 SQFT.
0.14 AC.
LOT
5,412 SQFT.
0.12 AC.
LOT
5,411 SQFT.
0.12 AC.
LOT
5,411 SQFT.
0.12 AC.
1
4
+
2
0
10+00
11+00
12+00
13
+
0
0
1
4
+
0
0
PC:12+08.3
P
T
:
1
3
+
6
0
.
6
10+0011+0012+0013+0014+00
15+00 16+00 17+00 17+68
PC:13+25.5PT:15+10.4126.30'45.00'5.03'122.11'50.14'129.99'50.00'
50.14'133.69'48.30'
50.14'143.45'50.47'48.30'
50.14'165.65'30.64
'
78.12'
57
.
4
7
'153.82'29.
2
0
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31.72'63
.
9
5
'133.71'38
.
5
8
'
6
3
.
7
8
'65.70'31.54'39.27'
9.
0
4
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99.54'145.03
'
50.07'
71.52'129.23'46.61'
66.05'125.53'40.96'
50.00'126.12'50.00'126.70'50.00'
50.00'127.29'50.00'
50.00'127.88'50.00'
50.00'128.46'118.97
'
88.79'133.06'88.79'
1
4
1
.
6
0
'32.31'1
1
9
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9
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104.94'
33.54'50.57'50.00'1
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0
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0
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2
0
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0
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2
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2
0
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0
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2
0
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0
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0
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4
8
'50.00'79.16'103.33
'50.00'49.31'4
9
.
1
8
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4
9
.
1
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'130.23
'
75.
8
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1
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.
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2
8
.
0
0
'42.28'42.28'1
2
8
.
0
0
'42.28'30.61'33.35'10.37'L1
L
2
C1
L3L4
C2
20' TYPE 'B' LANDSCAPE BUFFER 30' PUBLIC UTILITY EASEMENT
20' TYPE 'B' LANDSCAPE BUFFER
20' TYPE 'B' LANDSCAPE BUFFER
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
1
8
5
.
2
0
'
WCR
WCR
29
28
21.03'
43.45'
LOT
7,316 SQFT.
0.17 AC.
LOT
5,411 SQFT.
0.12 AC.
20' PRIVATE DRAINAGE EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
WCR
20' PRIVATE
DRAINAGE EASEMENT
WCR
WCR
10' TYPE 'A'
LANDSCAPE
BUFFER
20' TYPE 'A'
LANDSCAPE
BUFFER
113.97'30.61'153.38'
11 12 13 14 15 16
LOT
7,153 SQFT.
0.16 AC.
LOT
6,278 SQFT.
0.14 AC.
LOT
6,320 SQFT.
0.15 AC.
LOT
6,350 SQFT.
0.15 AC.
LOT
6,379 SQFT.
0.15 AC.
LOT
6,409 SQFT.
0.15 AC.
6.27'
50.00'135.00'49.79'
2
LOT
6,407 SQFT.
0.15 AC.
17
LOT
6,755 SQFT.
0.16 AC.
35
LOT
6,752 SQFT.
0.16 AC.XX
X
24.90'118.97
'118.97
'44.07'50.00'CBU20' TYPE 'A'
LANDSCAPE
BUFFER
50.00'
50.00'
41.
7
5
'50.00'34.49'
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' PUBLIC DRAINAGE
EASEMENT26.98
'
1
0
2
.
1
7
'
12.68'39.42'56.55'42.50'5.91'21.03'10.75'47.87'84.30'
1
2
8
.
0
0
'XXXXXXXXXXXX20' PRIVATE
DRAINAGE EASEMENT
34
LOT
7,557 SQFT.
0.17 AC.
103.52'
33.78'146.27'7
LOT
7,152 SQFT.
0.16 AC.
1
1
+
0
0
1
2
+
0
013+0014+0015+0016+0017+0018+0019+0020+0021+00C3C4
L
5L6PROPOSED 5' SIDEWALK TO
TEMPLETON GAP DRIVE, REFER TO
ROADWAY IMPROVEMENT SHEET
FOR EXTENT OF DEVELOPMENT
EXISTING WETLANDS
STOKER STRE
E
T
WILD
E
B
E
N
D
R32.5'
R32.5'
MAILBOX KIOSK - FINAL
LOCATION TO BE
APPROVED BY THE USPS.
PUBLIC ACCESS
& SIDEWALK
EASEMENT
5' CONCRETE
SIDEWALK
30" STANDARD
CURB & GUTTER
40' CL TO ROW
30' PUBLIC UTILITY EASEMENT
5' CONCRETE
SIDEWALK
SCM FENCE
MSE RETAINING WALL RW-1
5' CONCRETE
SIDEWALK
R35'
R35'
5' CONC.
SIDEWALK (HOA
MAINTAINED)
10'x70' SDT
10'x70' SDT
STOP BAR & 8'
CROSSWALK
STOP SIGN (R1-1)
STOP SIGN (R1-1)
10'x70' SDT
10'x70' SDT
RIGHT TURN SIGHT
TRIANGLE 478'
LEFT TURN SIGHT
TRIANGLE 551'
10' FRONT SETBACK
10' REAR SETBACK
5' SIDE SETBACK
MATCHLINE
TPTPTP TP TP TP TP TP TP TP TP TP TP
T
P
TP
TP TP
T
P
TP TP TP
TP
TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPR36'
R50'
EXISTING POND
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
R32.5'
R50'
R36'
SIGN
EASEMENT
SIGN
EASEMENT
MSE RETAINING
WALL RW-2
MSE RETAINING
WALL RW-3
10' PUBLIC ACCESS
EASEMENT (HOA
MAINTAINED)
SIGHT DISTANCE
EASEMENT
R40'
R40'
LINE TABLE
NAME
L1
L2
ROADWAY
STOKER STREET
STOKER STREET
LENGTH
208.30'
59.04'
DIRECTION
S2°30'26"W
S46°35'31"W
BEGIN
STATION
10+00.00
13+60.65
END
STATION
12+08.30
14+19.69
LINE TABLE
NAME
L3
L4
ROADWAY
WILDE BEND
WILDE BEND
LENGTH
325.53'
257.44'
DIRECTION
S43°24'29"E
S1°02'35"E
BEGIN
STATION
10+00.00
15+10.38
END
STATION
13+25.53
17+67.82
CURVE TABLE
NAME
C2
ROADWAY
WILDE BEND
RADIUS
250.00'
ARC
LENGTH
184.85'
CHORD
LENGTH
180.67'
TANGENT
LENGTH
96.88'
MIDDLE
ORDINATE
16.89
EXTERNAL
DISTANCE
18.12'
CHORD
DIRECTION
S22°13'32"E
BEGIN
STATION
13+25.53
END
STATION
15+10.38
CURVE TABLE
NAME
C1
ROADWAY
STOKER STREET
RADIUS
198.00'
ARC
LENGTH
152.35'
CHORD
LENGTH
148.62'
TANGENT
LENGTH
80.17'
MIDDLE
ORDINATE
14.47
EXTERNAL
DISTANCE
15.61'
CHORD
DIRECTION
S24°32'59"W
BEGIN
STATION
12+08.30
END
STATION
13+60.65
TEMPL
E
T
O
N
GAP D
R
I
V
E
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP OHEOHEOHEOHEOHEOHE20+0021+0021+97MATCHLINE
C-05
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-05 SUBDIVISION PLAN.DWGPLOTTED: 5/15/2020 11:23 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
SUBDIVISION PLAN
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
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 CONSTRUCTION SHALL BE PER TOWN OF APEX STANDARDS AND SPECIFICATIONS.
3.ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
4.ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES,
PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
6.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.
7.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
8.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9.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.
10.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.
11.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
12.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.
13.ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF
SIGHT TRIANGLES AS SHOWN ON PLANS.
14.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 JOINT 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.
15.COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS ASSOCIATION.
16.ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF
APEX FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
17.PUBLIC UTILITY EASEMENTS ALONG GREEN LEVEL WEST ROAD SHALL BE RECORDED PRIOR
TO RIGHT OF WAY DEDICATION. ALL OTHER 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.
18.SUBDIVISION ENTRY SIGN SHOWN FOR REFERENCE ONLY. FINAL DESIGN OF ENTRY SIGN
SHALL BE SUBMITTED TO TOWN OF APEX BUILDING & INSPECTIONS DEPARTMENT FOR
APPROVAL.
19.DURING CONSTRUCTION, SIGNS READING "NO CONSTRUCTION VEHICLES THIS SIDE OF
STREET" (IN ENGLISH AND SPANISH) MUST BE POSITIONED SO AS TO DIRECT CONSTRUCTION
VEHICLE PARKING TO ONE SIDE OF THE STREET (OPPOSITE FIRE HYDRANTS).
20.TEMPORARY STREET SIGNS ARE REQUIRED ONCE THE FIRST LIFT OF ASPHALT IS PASSABLE.
21.MAINTAIN 3' CLEARANCE AROUND FIRE HYDRANTS, TO INCLUDE SILT FENCE.
22.PARKING SPACES IN SIDE ROW @ MAILBOX KIOSK SHALL BE PUBLIC PARKING, HOA
MAINTAINED.
23.THERE SHALL BE A MINIMUM 4' WIDE CONCRETE ACCESS WAY AROUND ALL SIDES OF THE
MAILBOX KIOSK W/ MAX 2% SLOPE.
24.ANY & ALL MAILBOX KIOSKS SHOWN ON THE PLAN ARE REQUIRED TO BE INSTALLED PRIOR TO
THE FIRST HOUSE OBTAINING A CERTIFICATE OF OCCUPANCY. IF A PROJECT IS PHASED, THE
MAIL KIOSKS LOCATED IN THAT PHASE MUST BE INSTALLED PRIOR TO RECEIVING A CO.
25.FINAL LOCATION OF MAIL KIOSK(S) TO BE APPROVED BY THE USPS.
26.PROPERTIES MUST BE ANNEXED INTO TOWN OF APEX BEFORE CDS CAN BE
SIGNED/RELEASED.
27.REFER TO C-01 FOR APPLICABLE TOWN OF APEX NOTES.
GENERAL NOTES:
LEGEND:
CORNER LOT STANDARD LOT
10'10'
10'
10' *10' *
FRONTFRONT
REARREARCORNERSIDESIDE SIDEROW
* - MUST BE 20' FROM GARAGE TO BACK OF SIDEWALK
5'
5'5'
SCALE:
1
C-05
LOT SETBACKS
NTS
TYPICAL BUILDING
AASHTO SIGHT DISTANCE SUMMARY
MINOR STREET MAJOR STREET
DESIGN SPEED
OF MAJOR
STREET
(MPH)
APPROACH
GRADE OF
MINOR STREET
(%)
LEFT TURN
TIME GAP
(SEC)
RIGHT TURN
TIME GAP
(SEC)
LEFT TURN
ISD (FT)
RIGHT TURN
ISD (FT)
STOKER STREET HOLT ROAD 50 1.7 7.5 6.5 551 478
ISD (INTERSECTION SIGHT DISTANCE) CALCULATED FROM AASHTO GREEN BOOK FIGURE 9-1
FOR TURN FROM STOP
ISD = 1.47 Vmajor x tg
time gap (left) = 7.5 sec (1-lane), 8.0 sec (2-lane)
time gap (right) = 6.5 sec
FRONT
F
R
O
N
T
LOT #'S 29-32 MEET PUD CONDITION SECTION
6G FOR ECONOMY HOUSING.
ECONOMY HOUSING NOTES:
SCALE:
1
C-05
ALONG HOLT ROAD
1" = 50'
DEVELOPMENT EXTENT
A
A
A
A
A
A
A
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWBATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
W
W
W
W
W
W
W
W W W WW
W
W
W
WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+005+006+007+008+009+0018
19
20
21
22
23
24
32
25
27
26
30
31
33
6
10495
1 3
8
20' TYPE 'B' LANDSCAPE BUFFER 30' PUBLIC UTILITY EASEMENT
20' TYPE 'B' LANDSCAPE BUFFER
20' TYPE 'B' LANDSCAPE BUFFER
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
29
28
20' PRIVATE DRAINAGE EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
10' TYPE 'A'
LANDSCAPE
BUFFER
20' TYPE 'A'
LANDSCAPE
BUFFER
11 12 13 14 15 162 17
35 XX
X
20' TYPE 'A'
LANDSCAPE
BUFFER
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' PUBLIC DRAINAGE
EASEMENT XXXXXXXXXXXX20' PRIVATE
DRAINAGE EASEMENT
34
7
MAINTENANCE EASEMENT
VARIABLE WIDTH PUBLIC SIDEWALK EASEMENT
PUBLIC UTILITY EASEMENT
STORM DRAIN EASEMENT
MONUMENT SIGN EASEMENT
C-06
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-06 EASEMENT MAP.DWGPLOTTED: 5/15/2020 11:23 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
EASEMENT MAP
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
STORMWATER CONTROL
MEASURE (SCM)
18
19
20
21
22
23
24
32
25
27
26
30
31
33
6
10495
1 3
8
20' TYPE 'B' LANDSCAPE BUFFER 30' PUBLIC UTILITY EASEMENT
20' TYPE 'B' LANDSCAPE BUFFER
20' TYPE 'B' LANDSCAPE BUFFER
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
29
28
20' PRIVATE DRAINAGE EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
10' TYPE 'A'
LANDSCAPE
BUFFER
20' TYPE 'A'
LANDSCAPE
BUFFER
11 12 13 14 15 162 17
35 XX
X
20' TYPE 'A'
LANDSCAPE
BUFFER
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' PUBLIC DRAINAGE
EASEMENT XXXXXXXXXXXX20' PRIVATE
DRAINAGE EASEMENT
34
7
SIGHT
DISTANCE
EASEMENT
EXISTING WETLANDS
STOKER STRE
E
T WILDE BEND
PUBLIC ACCESS &
SIDEWALK EASEMENT
40' CL TO ROW
20' PUBLIC UTILITY EASEMENT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
RIGHT TURN SIGHT
TRIANGLE 478'
LEFT TURN SIGHT
TRIANGLE 551'
MATCHLINE
EXISTING POND
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
SIGN
EASEMENT
SIGN
EASEMENT
8' WIDE STANDARD
CROSS WALK -
NCDOT 1205.7
24" WIDE STOP BAR
- NCDOT 12O5.7
ACCESSIBLE PARKING SIGN
(R7-8) - STANDARD 12"x18" w/
HIGH INTENSITY SHEETING
SEE HOLT ROAD ROADWAY
IMPROVEMENTS SHEET FOR
STRIPING DETAILS
TEMPL
E
T
O
N
GAP D
R
I
V
E
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP OHEOHEOHEOHEOHEOHEMATCHLINE
C-07
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-07 SIGNAGE AND STRIPING PLAN.DWGPLOTTED: 5/15/2020 11:24 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
SIGNAGE AND STRIPING PLAN
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
SCALE:
1
C-07
ALONG HOLT ROAD
1" = 50'
DEVELOPMENT EXTENT
SCALE:
1
C-07
SIGN INSTALLATION DETAIL
NTS
POST
SLEEVE
ANCHOR
SEE
DETAIL B
SEE
DETAIL A
1. POST
3. ANCHOR
2. SLEEVE
- 1-3/4" X 1-3/4" SQUARE PERFORATED 0.105"
- 2-1/4" X 2-1/4" X 12", SQUARE PERFORATED
- 2" X 2" X 30", SQUARE PERFORATED 0.105" GALVANIZED
GALVANIZED STEEL TUBING
18"
MIN.
NOTES:SIGN HEIGHT PER M.U.T.C.D.UNLESS OTHERWISE DIRECTED BYC.O.S. TRAFFIC ENGINEERING DIVISIONPOST
SIGN 3/8" STEEL DRIVE RIVET
SLEEVE
ANCHOR
POST
3/8" STEEL DRIVE RIVET
2' MIN. BEHIND
CURB OR AT BACK
OF SIDEWALK
1"
30"
12"
3 8" DIA.
3/8" STEEL DRIVE RIVET
0.105 GALVANIZED STEEL TUBING
STEEL TUBING
DETAIL B
ANCHOR ASSEMBLY
DETAIL A
SIGN MOUNTING
4. STOP SIGNS & STREET SIGN SHALL BE INSTALLED ON SAME POST.
1.ALL SIGNS, STREET MARKERS, AND PAVEMENT MARKINGS SHALL
BE INSTALLED ON EACH STREET PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY OR STREET ACCEPTANCE AS
DETERMINED BY THE TOWN OF APEX.
2.SIGNS SHALL BE HIGH INTENSITY SHEETING MEETING ALL THE
REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) LATEST EDITION.
3.ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS.
4.IF DECORATIVE POSTS ARE USED, THE OWNERSHIP &
MAINTENANCE SHALL BE THAT OF THE HOA
5.ALL PAVEMENT MARKINGS SHALL BE WHITE, THERMOPLASTIC PER
NCDOT STANDARDS UNLESS OTHERWISE NOTED.
6.STOP, YIELD, & STREET SIGNS SHALL BE INSTALLED ON SAME POST.
NOTES:STREET SIGN TABLE:
STREET NAME -
NUMBER OF LETTERS*
STREET SIGN -
LENGTH
3-7 LETTERS
8-10 LETTERS
11-13 LETTERS
ABOVE 13 LETTERS
24-INCHES
30-INCHES
36-INCHES
36-INCHES PLUS 2 INCHES PER
ADD'L LETTER
* NUMBER OF LETTERS REFERS TO THE NAME OF THE STREET. DOES NOT
INCLUDE ABBREVIATIONS NEEDED TO LABEL ROAD, DRIVE, AVENUE, WAY,
COURT, STREET, ETC.
SPEED LIMIT SIGN R2-1
25 MPH
24"x30"
STREET B
STREET

STREET A:
STREET B:
STREET SIGN: D3-1
STOKER STREET
WILDE BEND
STOP SIGN: R1-1
30"x30"
STOP SIGN: R1-1
30"x30"
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE32
LOT
5,412 SQFT.
0.12 AC.
30
31
4
1
3
LOT
6,881 SQFT.
0.16 AC.
LOT
6,222 SQFT.
0.14 AC.
LOT
6,592 SQFT.
0.15 AC.
LOT
5,412 SQFT.
0.12 AC.
LOT
5,411 SQFT.
0.12 AC.10+0011+0012+00PC:12+08.31
0
+
0
0
126.30'45.00'5.03'122.11'50.14'129.99'50.00'50.14'133.69'48.30'50.14'143.45'50.47'48.30'50.14'103.33'
4
9
.
3
1
'49.18'49.18'130.23'75.84'4
4
.
6
5
'115.50'2
0
.
1
7
'
4
2
.
2
8
'128.00'4
2
.
2
8
'
4
2
.
2
8
'128.00'3
0
.
6
1
'L129
28
2
1
.
0
3
'43.45
'
LOT
7,316 SQFT.
0.17 AC.
LOT
5,411 SQFT.
0.12 AC.
113.97'
3
0
.
6
1
'
153.38'
2
LOT
6,407 SQFT.
0.15 AC.
35
LOT
6,752 SQFT.
0.16 AC.
34.49'26.98'12.68'39.42'5
6
.
5
5
'
4
2
.
5
0
'5.91'21.0
3
'
10.75'
47
.
8
7
'84.30'128.00'34
LOT
7,557 SQFT.
0.17 AC.103.52'33.78'1
4
6
.
2
7
'10+0011+0012+0013+00
14+00
15+00 16+00
17+00
18+00
19+00
20+00
C3
C4
L5L6
PROPOSED ROW
EXISTING ROW
5' CONCRETE SIDEWALK
MATCHLINEMATCHLINER1-1
PROPOSED ROW
EXISTING ROW
5' CONCRETE SIDEWALK
SIGHT DISTANCE
REFER TO TABLE
SIGHT DISTANCE
REFER TO TABLE
10'x70' SDT
10'x70' SDT
75' STORAGE
150' FULL DECELERATION
100' TAPER
W = 8'
S = 50 MPH
A = WS = 400'
APPROACH TAPER = 2/3A = 268'
W = 8'
S = 50 MPH
A = WS = 40
0
'
APPROACH

T
A
P
E
R
FULL DEPTH WIDENING
- WIDTH VARIES
FULL DEPTH
WIDENING -
WIDTH VARIES
CONNECT TO EXISTING
CURB & GUTTER
MILL AND
OVERLAY
OVERLAY
ONLY
FULL DEPTH
WIDENING
4:1 TAPER
12' LANE
11' LANE
11' LANE
EXISTING CURB &
GUTTER
EXISTING
HOLT ROAD (SR 1612)
(VARIABLE PUBLIC R/W)EXIST
INGCOUNTRY HEARTS
LANE
(30
'
R
IGHT
OF
WAY
)
11' LANE
12' LANE
2H:1V
2H:1V
18'
8.44'11' LANE
11' LANE
EX. CBRIM: 426.79INV IN (N): 423.24INV IN (W): 419.49INV OUT: 419.24EX. CBRIM: 426.84INV OUT: 424.2515" RCPOHEOHEOHEOHEOHEOHEOHEOHEOHE20+00
21+00
21+97
MATCHLINEAPPROACH TAPER = 2/3A = 268'EXISTINGTEMPLETON GAP DRIVE(50' PUBLIC R/W)SIDEWALK TO END AT
TEMPLETON GAP ROAD
INTERSECTION. INSTALL WCR
ACROSS FROM EXISTING
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
SCM LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
ORNAMENTAL FENCEXPHASE LINE
TREE PROTECTION FENCETP
ASPHALT PAVEMENT
CONCRETE SIDEWALK
ASPHALT OVERLAY
ASPHALT MILLING/OVERLAY
ASPHALT WEDGING
LINE TABLE
NAME
L5
L6
ROADWAY
HOLT ROAD
HOLT ROAD
LENGTH
47.77'
614.38'
DIRECTION
N40°37'06"E
S87°29'34"E
BEGIN
STATION
10+00.00
15+82.88
END
STATION
10+47.77
21+97.26
CURVE TABLE
NAME
C3
C4
ROADWAY
HOLT ROAD
HOLT ROAD
RADIUS
583.83'
639.31'
ARC
LENGTH
316.38'
218.73'
CHORD
LENGTH
312.52'
217.66'
TANGENT
LENGTH
162.18'
110.44'
MIDDLE
ORDINATE
21.30
9.33
EXTERNAL
DISTANCE
22.11'
9.47'
CHORD
DIRECTION
N56°08'33"E
N82°42'22"E
BEGIN
STATION
10+47.77
13+64.15
END
STATION
13+64.15
15+82.88
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-08 HOLT ROAD ROADWAY IMPROVEMENTS.DWGPLOTTED: 5/15/2020 11:24 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
HOLT ROAD ROADWAY IMPROVEMENTS
1" = 30'
T2 STOP BAR
KEY
T3 CROSSWALK LINE
(LONGITUDINAL)
DESCRIPTION SIZE COLOR & MATERIAL NCDOT STD.
24 INCH
24 INCH
WHITE, THERMOPLASTIC
WHITE, THERMOPLASTIC
1205.01
1205.07
T8 2'-6' TYPE MINI-SKIP 4 INCH WHITE, THERMOPLASTIC 1205.01
TA EDGE LINE 4 INCH WHITE, THERMOPLASTIC 1205.01
TC 10'-30' SKIP LINE 4 INCH WHITE, THERMOPLASTIC 1205.01
TD 3'-9' TYPE MINI-SKIP 4 INCH WHITE, THERMOPLASTIC 1205.01
TE SOLID LANE LINE 4 INCH WHITE, THERMOPLASTIC 1205.01
TI DOUBLE YELLOW LINE 4 INCH YELLOW, THERMOPLASTIC 1205.01
TO DIAGONAL LINE 12 INCH WHITE, THERMOPLASTIC 1205.09
TP DIAGONAL LINE (2:1 SLOPE)12 INCH YELLOW, THERMOPLASTIC
TQ CROSSWALK LINE (TRAVERSE)8 INCH WHITE, THERMOPLASTIC 1205.07
UA LEFT TURN ARROW STD.WHITE, THERMOPLASTIC 1205.01
UB RIGHT TURN ARROW STD.WHITE, THERMOPLASTIC 1205.08
UC STRAIGHT ARROW WHITE, THERMOPLASTIC
UD COMB. LEFT/RIGHT ARROW WHITE, THERMOPLASTIC
UE WHITE, THERMOPLASTIC
UF COMB. LEFT/RIGHT ARROW WHITE, THERMOPLASTIC
UI "SCHOOL" & 24" TRAVERSE BAND STD.WHITE, THERMOPLASTIC 1205.08 &
1205.10
COMB. RIGHT/STRAIGHT ARROW
STD.
STD.
STD.
STD.
1205.09
1205.08
1205.08
1205.08
1205.08
1.ALL PAVEMENT MARKINGS SHALL BE I.A.W. THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARDS & SPECIFICATIONS.
2.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
3.ALL PAVEMENT MARKINGS SHALL BE DESIGNATED AS FOLLOWS PER NCDOT PAVEMENT MARKING SYMBOLS.
PAVEMENT MARKING NOTES:
TF 10'-30' SKIP LINE 4 INCH YELLOW, THERMOPLASTIC 1205.01
TH SINGLE CENTER LINE 4 INCH YELLOW, THERMOPLASTIC 1205.01
KEY DESCRIPTION SIZE COLOR & MATERIAL NCDOT STD.
SCALE:
1
C-08
STATION: 10+00 - 20+00
1" = 30'
HOLT ROAD PLAN VIEW
TQ
UA
T2
1.ALL SIGNS SHALL BE I.A.W. THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARDS & SPECIFICATIONS.
2.ALL SIGNS SHALL BE FABRICATED FROM ALUMINUM ALLOY SHEETS WITH HIGH INTENSITY SHEETING. COLORS SHALL BE
RETROREFLECTIVE.
3.STOP & STREET SIGNS SHALL BE MOUNTED ON A 3" DIAMETER BLACK POWDER COATED ALUMINUM POST WITH DECORATIVE
CAP AND BRACKET PER TOHS STANDARD HS361.
4.ALL OTHER SIGNS SHALL BE MOUNTED ON A 3-LB U-CHANNEL GALVANIZED STEEL (12 GUAGE) MOUNTING POST WITH
MINIMUM CLEARANCE OF 84". SIGNS SHALL BE BURIED MINIMUM 3.5' FEET IN GROUND WITH A BREAKAWAYS.
5.MOUNTING HARDWARE FOR SIGNS SHALL BE GALVANIZED STEEL.
6.ALL SIGNS SHALL BE DESIGNATED AS FOLLOWS PER MUTCD STANDARDS.
REDUCE SPEED SCHOOL
ZONE AHEAD SIGN - 35 MPH
KEY DESCRIPTION SIZE BACKGROUND
COLOR MUTCD STD.
36"YELLOW-GREEN S4-5
END SCHOOL ZONE SIGN 24"x30"YELLOW-GREEN S5-2
STOP SIGN 30"RED R1-1
KEEP RIGHT SIGN 24"x30"WHITE R4-7
ONE WAY SIGN 36"x12"BLACK R6-1
OBJECT MARKER SIGN 18"YELLOW OM1-3
LEGEND/SYMBOL
COLOR
BLACK
YELLOW-GREEN
WHITE
BLACK
WHITE ARROW
NONE
SCHOOL SIGN 36"x36"YELLOW-GREEN S1-1BLACK
SCHOOL SPEED LIMIT WHEN
FLASHING - 35 MPH*24"x48"WHITE S5-1BLACK
SPEED LIMIT SIGN - 45 MPH WHITE R2-1BLACK24"x30"
STREET SIGN VARIES GREEN D3-1WHITE
*INCLUDE FLASHER SYSTEM WITH SIGN PER MUTCD STANDARDS
D3-1
R2-1
OM1-3
R6-1
R4-7
R1-1
S5-2
S5-1
S4-5
S1-1
SIGNAGE NOTES:
TD
TI
TP
OBJECT MARKER SIGN 36"YELLOW OM3-RBLACKOM3-R
A SURFACE COURSE
CABC BASE COURSEC
PAVEMENT
SECTION
B INTERMEDIATE COURSE
PAVEMENT
TYPE
MINIMUM
LIFT (IN)
MAXIMUM
LIFT (IN)
S 4.75A 0.5 1.0
SF 9.5A 1.0 2.0
1.5 2.0
2.5 4.0
5.5
B 37.5C 4.5 6.0
3.0
S 9.5X**
I 19.0X**
B 25.0X**
SINGLE LIFT DEPTHS TABLE*
*MINIMUM LAYER THICKNESS IS
APPROXIMATELY 3 TIMES THE
NOMINAL MAXIMUM AGGREGATE SIZE.
**CAN BE TYPE B,C OR D.
PAVEMENT THICKNESS TABLE
THICKNESS TYPE
10"
3"
4"
S9.5C
I19.0C
CABC
COMPACTED
SUBGRADE
A
B
C
PRIME COAT
TACK COAT STANDARD 30"
CURB & GUTTER
6"
6" MIN.
1:1 SLOPE
1:1 SLOPE
1.5' WIDE, 1.5"
MILL & OVERLAY
LAP JOINT
EXISTING
PAVEMENT
CURB &GUTTER SECTION
SCALE:
2
C-08
PAVEMENT SECTIONS
NTS
LAP JOINT
PAVEMENT NOTES:
1.PAVEMENT DESIGN AS SHOWN IS PER TOWN OF APEX AND/OR NCDOT
MINIMUM. FINAL PAVEMENT DESIGN SHALL BE TAKEN FROM SOIL SAMPLES
TAKEN AFTER COMPLETION OF ROUGH GRADING THE SITE AND EITHER
PRIOR TO UTILITY CONSTRUCTION, OR AFTER UTILITY CONSTRUCTION
(PRIOR TO STONE BASE CONSTRUCTION) PROVIDED JOHN CANNON,
INSPECTIONS SUPERVISOR, APPROVES THE LOCATIONS OF SOIL TESTING.
2.CABC STONE TO BE COMPACTED TO 100% MODIFIED PROCTOR MAX. DRY
DENSITY (ASTM D1557). CABC STONE TO MEET NCDOT SPECIFICATIONS.
3.TOP 12 INCHES OF SUBGRADE COMPACTED TO 98% MODIFIED PROCTOR
MAX DRY DENSITY (ASTM D1557)
4.PRIME COATS AND TACK COATS TO BE APPLIED PER NCDOT STANDARDS.
COMPACTED
SUBGRADE
A
B
C
PRIME COAT
TACK COAT
SHOULDER
6"
1:1 SLOPE
1.5" OVERLAY
EXISTING
PAVEMENT
SHOULDER SECTION
1"/FT
1:1 SLOPE
* SUBSTITUTE 10" ABC WITH 5" ASPHALT BASE (B-25.0C) WHEN
WIDTH OF PAVEMENT IS 6 FEET OR LESS
SCALE:
3
C-08
WEDGING DETAIL
NTS
EXISTING ASPHALT PAVEMENT
VARIABLE DEPTH B25.0C
MIN. LIFT 3"
MAX. LIFT 5.5"
VARIABLE DEPTH I19.0C
MIN. LIFT 2.5"
MAX. LIFT 4"
VARIABLE DEPTH S9.5C
MIN. LIFT 1.5"
MAX. LIFT 2"
3" MIN.
2.5" MIN.
1.5" MIN.
SCALE:
2
C-08
STATION: 20+00 - 21+89
1" = 30'
HOLT ROAD PLAN VIEW
AASHTO SIGHT DISTANCE SUMMARY
MINOR STREET MAJOR STREET
DESIGN SPEED
OF MAJOR
STREET
(MPH)
APPROACH
GRADE OF
MINOR STREET
(%)
LEFT TURN
TIME GAP
(SEC)
RIGHT TURN
TIME GAP
(SEC)
LEFT
TURN ISD
(FT)
RIGHT
TURN ISD
(FT)
STOKER STREET HOLT ROAD 50 1.7 7.5 6.5 551 478
ISD (INTERSECTION SIGHT DISTANCE) CALCULATED FROM AASHTO GREEN BOOK FIGURE 9-1
FOR TURN FROM STOP
ISD = 1.47 Vmajor x tg
time gap (left) = 7.5 sec (1-lane), 8.0 sec (2-lane)
time gap (right) = 6.5 sec
LEGEND:
N
50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
TP
TI
C-08
TI
TD
TA
TA
TA
TA
TA
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxW18" PINE
20" PINE
18" PINE18" PINE
24" PINE
28" PINE 22" PINE
20" PINE
26" PINE
22" PINE
18" PINE
22" PINE 18" PINE
22" PINE
20" PINE
18" PINE
26" POPLAR
22" PINE
24" PINE 22" PINE
18" PINE
24" POPLAR
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
STORMWATER CONTROL
MEASURE (SCM)
18
19
20
21
22
23
24
32
25
27
26
30
31
33
6
10495
1 3
8
1
4
+
2
0
10+00
11+00
12+00
13
+
0
0
1
4
+
0
0
10+0011+0012+0013+0014+00
15+00 16+00 17+00 17+68
20' TYPE 'B' LANDSCAPE BUFFER 30' PUBLIC UTILITY EASEMENT
20' TYPE 'B' LANDSCAPE BUFFER
20' TYPE 'B' LANDSCAPE BUFFER
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
5' TOA WATER METER &
SS CLEANOUT EASEMENT
29
28
20' PRIVATE DRAINAGE EASEMENT
VARIABLE WIDTH PRIVATE
SCM ACCESS &
MAINTENANCE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
10' TYPE 'A'
LANDSCAPE
BUFFER
20' TYPE 'A'
LANDSCAPE
BUFFER
11 12 13 14 15 162 17
35 XX
X
20' TYPE 'A'
LANDSCAPE
BUFFER
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
20' PUBLIC DRAINAGE
EASEMENT XXXXXXXXXXXX20' PRIVATE
DRAINAGE EASEMENT
34
7
1
1
+
0
0
1
2
+
0
013+0014+0015+0016+0017+0018+0019+0020+0021+00SIGHT
DISTANCE
EASEMENT
EXISTING ENVIRONMENTAL
FEATURE - STILL UNDER
REVIEW & DELINEATION
W
W
W
W
W
W
W
W W W WW
W
W
W
WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+005+006+007+008+009+0012"x8" MJ TEE w/
SLEEVE & TB
(2) 12" GV
(1) 8" GV
PROPOSED 8" DIP
WATER MAIN
8"x8"x8" TEE w/ TB
(3) 8" GV
FHA
FHA
FHA
FHA
FHA
PROPOSED 8" DIP
WATER MAIN
176 LF 8" RJDIP
@ 1.50%
110 LF 8" C900 PVC @ 6.63%
90 LF 8" C900 PVC @ 0.52%
49 LF 8" C900 PVC @ 0.52%
69 LF 8" SDR35 PVC @ 2.76%
52 LF 8" SDR35 PVC
@ 4.81%
60 LF 8" SDR35 PVC @ 5.86%
76 LF 8" SDR35 PVC @ 7.27%
83 LF 8" SDR35 PVC @ 0.74%
59 LF 8" SDR35 PVC @ 3.01%
63 LF 8" SDR35 PVC @ 2.85%
131 LF 8" SDR35 PVC @ 4.28%
249 LF 8" SDR35 PVC @ 5.97%
STOKER STREET
WILDE BENDTPTPTPTPTPTPTPTPTPTPTP TP TP
T
P
TP
TP TP
T
P
TP TP TP
TP
TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPEX 12" WATER MAIN
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
166 LF 8" SDR35 PVC @ 0.52%
81 LF 8" C900 PVC @ 3.50%
117 LF 8" SDR35 PVC @ 2.03%
154 LF± 24" SMOOTH WALL
STEEL ENCASEMENT PIPE
t=0.188
EXISTING TOP
OF DAM
SSMH#10
SSMH#14
SSMH#13
SSMH#12
SSMH#11
SSMH#8
SSMH#9
SSMH#7
SSMH#6
SSMH#5
SSMH#3
SSMH#2B
SSMH#1
SSMH#EX
SSMH#4A
SSMH#2A
SSMH#4B
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
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
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
W
C-09
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-09 UTILITY PLAN.DWGPLOTTED: 5/15/2020 11:25 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
UTILITY PLAN
1" = 50'
VERTICAL SEPARATION:
POTABLE WATER & SANITARY SEWER 18 INCHES
POTABLE WATER & RECLAIMED WATER 18 INCHES
POTABLE WATER & STORM SEWER 18 INCHES
RECLAIMED WATER & STORM SEWER 18 INCHES
RECLAIMED WATER & SANITARY SEWER 18 INCHES
SANITARY SEWER & STORM SEWER 24 INCHES
PUBLIC UTILITY SEPARATION NOTES:
LATERAL SEPARATION:
POTABLE WATER & SANITARY SEWER 10 FEET (3 FEET IF VERTICAL IS MET)
POTABLE WATER & RECLAIMED WATER 10 FEET (3 FEET IF VERTICAL IS MET)
RECLAIMED WATER & SANITARY SEWER 10 FEET (3 FEET IF VERTICAL IS MET)
RECLAIMED WATER & STORM SEWER 10 FEET (3 FEET IF VERTICAL IS MET)
SANITARY SEWER & STORM SEWER 5 FEET
POTABLE WATER MAINS SHALL CROSS OVER RECLAIMED WATER AND SANITARY SEWER MAINS. CROSSINGS THAT REQUIRE WATER
MAIN TO CROSS BENEATH RECLAIMED WATER OR SANITARY OR SEWER REQUIRES TOWN OF APEX APPROVAL. REFER TO TOWN OF
APEX SPECIFICATIONS FOR SITUATIONS NOT LISTED ABOVE.
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF APEX STANDARDS AND SPECIFICATIONS.
2.ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC
UTILITIES.
3.CONTRACTOR SHALL CONTACT TOWN OF APEX PRIOR TO MAKING CONNECTION TO ANY
TOWN OWNED INFRASTRUCTURE.
4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION
PERMIT ISSUED BY TOWN OF APEX.
5.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 BURIED PIPE SHALL HAVE A BITUMINOUS EXTERIOR
COATING I.A.W. AWWA C-151. MINIMUM BURIAL DEPTH FOR WATER MAIN IS 36 INCHES
BELOW FINISHED SUBGRADE. WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING
CONDITION PER TOWN OF APEX SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL
JOINTS I.A.W. AWWA C-111.
6.ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR
COUPLINGS IN THE RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE
BRASS OR COMPRESSION TYPE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24
INCHES.
7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS
250 DIP PUSH ON JOINTS I.A.W. AWWA C-150 AND C-151 OR C900 PVC I.A.W. ASTM D3139
WHEN NOTED.
8.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST
BE ADJUSTED TO MEET SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH A TRACER WIRE AND WARNING TAPE
OR ELECTRIC MARKER SYSTEM BALLS PER TOWN OF APEX 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.CONTACT FOR TOWN OF APEX ELECTRIC UTILITY IS RODNEY SMITH @ 919-249-3342.
14.ANY & ALL MAILBOX KIOSKS SHOWN ON THE PLAN ARE REQUIRED TO BE INSTALLED PRIOR
TO THE FIRST HOUSE OBTAINING A CERTIFICATE OF OCCUPANCY. IF A PROJECT IS PHASED,
THE MAIL KIOSKS LOCATED IN THAT PHASE MUST BE INSTALLED PRIOR TO RECEIVING A CO.
15.REFER TO C-01 FOR APPLICABLE TOWN OF APEX NOTES.
GENERAL NOTES:
LEGEND:
1.SERVICE LATERALS MAY BE TAPPED DIRECTLY INTO THE TOP QUARTER OF MAINS OR
MANHOLES. CONNECTIONS 6-INCH AND LARGER SHALL BE MADE INTO MANHOLES. ALL
DWELLINGS AND BUSINESSES SHALL REQUIRE AT LEAST 1 SEWER TAP. CLEAN-OUTS
FOR SEWER SERVICES SHALL BE LOCATED AT INTERVALS NO GREATER THAN 50 FEET
FOR 4-INCH PIPE AND 100 FEET APART FOR 6-INCH PIPE. ALL SINGLE FAMILY
RESIDENCES AND BUSINESSES SHALL HAVE INDIVIDUAL CONNECTIONS TO PUBLIC
SEWER MAIN.
2.MULTIPLE SERVICE CONNECTIONS ARE FOR PRIVATE USE ONLY AND WILL NOT BE
MAINTAINED BY THE TOWN OF APEX. A SEWER PERMIT FROM NCDENR DWQ WILL BE
REQUIRED ON ALL PRIVATE COLLECTION SYSTEMS BEFORE CONSTRUCTION PLAN
APPROVAL. A CLEAN-OUT AND/OR A MANHOLE SHALL BE INSTALLED WITHIN EACH
SERVICED LOT'S RIGHT-OF-WAY OR EASEMENT FOR THE TOWN'S USE, AND SHALL
EXTEND A MINIMUM OF 6 INCHES ABOVE THE FINISH GRADE. MINIMUM GRADE FOR
SERVICE LATERALS SHALL BE 1/8 INCH PER FOOT FOR 4-INCH AND 0.6 PERCENT FOR
6-INCH.
3.ALL 4-INCH SERVICE LATERALS SHALL CONNECT DIRECTLY INTO AN 8-INCH (MINIMUM)
SEWER MAIN IN THE FRONTING STREET OR INTO AN EASEMENT WHICH IS CONTIGUOUS
TO THE LOT, OR WHICH TRAVERSES THROUGH THE LOT. ALL 6-INCH SERVICE LATERALS
SHALL CONNECT DIRECTLY INTO A MANHOLE. NO SERVICE LATERAL MAY CROSS
ANOTHER ADJACENT LOT TO GAIN ACCESS TO A SEWER MAIN. PRIVATE SERVICE
EASEMENTS WILL NOT BE PERMITTED.
4.ALL SERVICE LATERALS BETWEEN 13 AND 20 FEET DEEP SHALL BE C900 PVC AND USE
CLASS A BEDDING. ANY SEWER SERVICE LATERAL DEEPER THAN 20 FEET SHALL BE
PRE-APPROVED BY THE ENGINEER. CLEAN-OUTS SHALL BE LOCATED A MINIMUM OF 1
FOOT FROM A PROPERTY LINE AND 3 FEET FROM A DRIVEWAY ON THE LOW SIDE OF THE
LOT. CLEAN-OUTS SHALL NOT BE LOCATED IN A SIDEWALK OR DRIVEWAY AREA.
TOWN OF APEX SEWER NOTES:N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
A
A
A
SS
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLD374375375376377378380380383385385 385386
388389390390390390391391392
392 393393393394 395395
395395
395395395396396397397
398
398
399399
399
400400400400
400400400401
401401402
402403
403403404
404404405405405405405405405405405406
406407408409410410410410411412413414415415415416417418
419420420420421422423425425425430430430430430431431431432432433433433434435435WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
D.B. 5817, PG. 591
PIN 733.04-92-0259
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
18
19
20
21
22
23
24
32
25
27
26
30
31
33
6
10495
1 3
8
1
4
+
2
0
10+00
11+00
12+00
13
+
0
0
1
4
+
0
0
10+0011+0012+0013+0014+00
15+00 16+00 17+00 17+68
29
28
11 12 13 14 15 162 17
35 XX
X XXXXXXXXXXXX34
7
1
1
+
0
0
1
2
+
0
013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING WETLAND
EXISTING PUBLIC
SD EASEMENT
20' PRIVATE SDE
W
W
W
W
W
W
W
W W W WW
W
W
W
WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+005+006+007+008+009+00425
41
5
41
0
4
0
5
4
0
0
4
3
0 3903953953
9
5
395395395
3
9
0430 3853
9
0385420
41
5
4154
1
5 410410405405405400405
41
0
415
4
2
0420
4
2
5
4
3
0
4
3
0
4
3
0
4
2
5425420425430 4
2
0
SCM
CB#111
CB#112
CB#115
CB#116
CB#114
CB#110
CB#119
CB#113
CB#109
CB#108
CB#107
CB#118
CB#106
CB#117
CB#105
CB#104 CB#103
CB#102
CB#101
FES#100
YI#120
CB#213
CB#212
CB#211
EXCB#210
WILDE BEND
YI#121
20' PUBLIC
SDE
STOKER STREET
182 LF 30" RCP
85 LF 18" RCP
48 LF 18" RCP
25 LF 18" RCP
25 LF 18" RCP
63 LF 15" RCP
62 LF 15" RCP
25 LF 15" RCP
48 LF 18" RCP
97 LF 18" RCP
47 LF 15" RCP
120 LF 15" RCP
25 LF 15" RCP
25 LF 15" RCP
25 LF 18" RCP
110 LF 24" RCP
25 LF 24" RCP 35 LF 30" RCP
147 LF 15" HDPE
114 LF 15" RCP
119 LF 15" RCP
99 LF 15" RCP
19 LF 15" RCP
EXISTING
POND
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
FFE=428.50 FFE=426.80 FFE=425.10 FFE=423.40 FFE=423.00
FFE=420.65
FFE=419.40
FFE=417.67
FFE=409.20
FFE=407.40 FFE=405.25 FFE=403.80 FFE=403.05 FFE=401.67 FFE=401.05 FFE=400.00 FFE=399.00
FFE=405.00
FFE=406.00
FFE=412.35
FFE=416.00
FFE=419.70
FFE=424.30
FFE=426.25
FFE=428.20
FFE=430.15
FFE=431.20
FFE=432.70
FFE=430.50
FFE=430.00
FFE=427.85
FFE=426.35 FFE=424.10
FFE=427.00
FFE=430.00
RS#300
124 LF 15" RCP
FES#301
CB#201
182 LF 15" RCP
CB#200
86 LF 15" RCP
YI#12266 LF 15" HDPE
SIGHT
DISTANCE
EASEMENT
3:1 SLOPE
EMERGENCY
SPILLWAY
3:1 SLOPE
PRIVATE DRAINAGE SWALE
PERMANENT WETLAND IMPACT
AREA = 0.086 AC (3,750 SF)TW: 415.75
BW: 415.25
TW: 410.25
BW: 410.00
MSE RETAINING
WALL #1
PERMANENT WETLAND IMPACT
AREA = 0.032 AC (1,413 SF)
MSE RETAINING
WALL #2
MSE RETAINING
WALL #3
TW: 395.50
BW: 395.00
TW: 396.00
BW: 391.50
TW: 396.00
BW: 391.00
TW: 395.50
BW: 395.00
TW: 387.50
BW: 387.00
TW: 395.00
BW: 392.75
TW: 392.50
BW: 389.50
TW: 392.50
BW: 392.00
TW: 416.25
BW: 415.00TPTPTPTPTPTPTPTPTP TP TP TP TP
T
P
TP TP TP
T
P
TP TP TP
TP
TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP20 LF 15" RCP
YI#123
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
OPEN THROAT YARD INLET
400
STORM DRAINAGE TABLE
INLET#
100
101
102
103
104
105
106
107
TYPE
FES
CB
CB
CB
CB
CB
CB
CB
ROADWAY
NONE.
WILDE BEND
WILDE BEND
WILDE BEND
WILDE BEND
WILDE BEND
WILDE BEND
WILDE BEND
RIM ELEV
(EOP)
392.84
396.10
399.70
399.70
401.92
404.41
406.71
413.18
INV IN (SLOPE)
(FROM-SIZE)
390.50 (0.50%)
(101-30")
390.78 (0.62%)
(102-30")
392.00 (1.00%)
(103-24")
392.34 (2.00%)
(104-24")
394.65 (2.91%)
(105-18")
397.23 (3.53%)
(106-18")
397.23 (1.00%)
(117-18")
399.02 (6.79%)
(107-18")
399.02 (10.14%)
(121-15")
405.73 (1.00%)
(118-18")
405.73 (6.81%)
(108-18")
INV OUT (SLOPE)
(TO-SIZE)
390.68 (0.50%)
(100-30")
391.90 (0.62%)
(101-30")
392.25 (1.00%)
(102-24")
394.55 (2.00%)
(103-24")
397.13 (2.91%)
(104-18")
398.92 (3.53%)
(105-18")
405.63 (6.79%)
(106-18")
STORM DRAINAGE TABLE
INLET#
108
109
110
111
112
113
114
115
TYPE
CB
CB
CB
CB
CB
CB
CB
CB
ROADWAY
STOKER STREET
STOKER STREET
WILDE BEND
WILDE BEND
WILDE BEND
STOKER STREET
STOKER STREET
STOKER STREET
RIM ELEV
(EOP)
416.84
416.84
419.84
426.35
426.35
417.94
420.02
423.89
INV IN (SLOPE)
(FROM-SIZE)
409.07 (1.00%)
(109-18")
409.42 (1.71%)
(113-15")
409.42 (6.59%)
(110-15")
412.64 (1.00%)
(119-15")
412.64 (5.35%)
(111-15")
419.15 (1.00%)
(112-15")
410.60 (3.43%)
(114-15")
412.82 (4.40%)
(115-15")
412.82 (18.30%)
(123-15")
416.69 (1.69%)
(116-15")
INV OUT (SLOPE)
(TO-SIZE)
408.98 (6.81%)
(107-18")
409.32 (1.00%)
(108-18")
412.54 (6.59%)
(109-15")
419.05 (5.35%)
(110-15")
419.40 (1.00%)
(111-15")
410.50 (1.71%)
(109-15")
412.72 (3.43%)
(113-15")
416.59 (4.40%)
(114-15")
STORM DRAINAGE TABLE
INLET#
116
117
118
119
120
121
122
123
TYPE
CB
CB
CB
CB
YI
YI
YI
YI
ROADWAY
STOKER STREET
WILDE BEND
WILDE BEND
WILDE BEND
NONE.
NONE.
NONE.
NONE.
RIM ELEV
(EOP)
423.89
404.41
413.18
419.84
412.40
407.25
405.75
420.51
INV IN (SLOPE)
(FROM-SIZE)
401.93 (0.50%)
(122-15")
401.09 (0.50%)
(120-15")
INV OUT (SLOPE)
(TO-SIZE)
417.11 (1.69%)
(115-15")
397.48 (1.00%)
(105-18")
405.98 (1.00%)
(107-18")
412.89 (1.00%)
(110-15")
401.83 (0.50%)
(121-15")
400.99 (10.14%)
(106-15")
402.26 (0.50%)
(120-15")
416.50 (18.30%)
(114-15")
STORM DRAINAGE TABLE
INLET#
200
201
202
210
211
212
213
TYPE
CB
CB
OPEN END
PIPE
EXCB
CB
CB
CB
ROADWAY
HOLT ROAD
HOLT ROAD
???
HOLT ROAD
HOLT ROAD
HOLT ROAD
HOLT ROAD
RIM ELEV
(EOP)
429.12
431.18
428.34
427.16
427.73
429.11
431.38
INV IN (SLOPE)
(FROM-SIZE)
426.53 (0.76%)
(201-15")
426.53 (0.50%)
(-15")
421.04 (0.50%)
(211-15")
421.63 (0.50%)
(212-15")
422.33 (0.50%)
(213-15")
INV OUT (SLOPE)
(TO-SIZE)
426.43 (3.49%)
(-15")
427.91 (0.76%)
(200-15")
421.53 (0.50%)
(210-15")
422.23 (0.50%)
(211-15")
422.90 (0.50%)
(212-15")
C-10
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-10 GRADING & DRAINAGE PLAN.DWGPLOTTED: 5/15/2020 11:26 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
GRADING & DRAINAGE PLAN
1" = 50'
GENERAL NOTES:
LEGEND:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT
LEAST 48 HOURS IN ADVANCE.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF APEX STANDARD
SPECIFICATIONS AND DETAILS.
3.BOUNDARY & UTILITY INFORMATION IS BASED ON FIELD SURVEY. EXISTING TOPOGRAPHY
SHOWN INFORMATION PROVIDED BY TOWN OF APEX LiDAR.
4.WETLANDS EXISTING ON PROPERTY. SEE PLAN FOR DELINEATION.
5.RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINAGE, OR OTHERWISE DISTURBED
UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENGINEERS AND
NCDENR-DWQ.
6.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND
VEGETATED PERIMETER BUFFER AREAS AS WELL AS TREE CONSERVATION AREAS.
7.STORM EASEMENTS SHALL BE CENTERED ON ALL STORM SEWER PIPE LOCATED OUTSIDE OF
STREET RIGHT OF WAYS.
12.UTILITY PIPE SIZES & LOCATIONS ARE PRELIMINARY AND SHALL BE FINALIZED DURING
CONSTRUCTION DRAWING REVIEW & APPROVAL.ALL STORM DRAINAGE WITHIN THE RIGHT OF
WAY SHALL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE
PRIVATE.
13.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.
14.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.
15.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.
16.PROPOSED CONTOURS ILLUSTRATE THE FINISHED SURFACE ELEVATION FOR PAVEMENT,
FINISHED SUBGRADE ELEVATION IN OPEN AREAS AND TOP OF RIP-RAP UNLESS OTHERWISE
NOTED.
17.CUT/FILL SLOPES SHALL BE GRADED AT 3H:1V UNLESS OTHERWISE INDICATED.
18.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A GRADING PERMIT HAS BEEN
ISSUED BY THE TOWN OF APEX.
19.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR
APPROVED EQUAL).
20.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL
MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
21.CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
22.PERCENT OF LOTS TO BE GRADED = 100% (35/35)
23.ANY & ALL MAILBOX KIOSKS SHOWN ON THE PLAN ARE REQUIRED TO BE INSTALLED PRIOR TO
THE FIRST HOUSE OBTAINING A CERTIFICATE OF OCCUPANCY. IF A PROJECT IS PHASED, THE
MAIL KIOSKS LOCATED IN THAT PHASE MUST BE INSTALLED PRIOR TO RECEIVING A CO.
24.ALL MSE RETAINING WALLS MUST HAVE GEOGRID OUTSIDE OF PUBLIC RIGHT OF WAYS &
EASEMENTS.
25.REFER TO C-01 FOR APPLICABLE TOWN OF APEX NOTES.
26.ALL SLOPES SHALL BE 3:1 MAX.
27.FINISHED FLOOR ELEVATIONS (FFE) SHOWN ON PLAN ARE APPROXIMATE AND SUBJECT TO
CHANGE DURING HOME CONSTRUCTION.
28.EASEMENT LABELS NOT SHOWN FOR CLARITY. REFER TO C-05 SUBDIVISION PLAN FOR
EASEMENT LABELS.N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
DITCH #1
DITCH #2
DITCH DESIGN TABLE
DITCH
DESIGNATION
DRAINAGE
AREA (AC)
RUNOFF
COEFFICIENT Q10 (CFS)AVG.
SLOPE (%)
FLOW
DEPTH (FT)
VELOCITY
(FPS)SHAPE GEOMETRY (FT)TEMPORARY DITCH
LINING MATERIAL
1 1.14 0.60 4.94 3.3%0.60 2.97 TRAPEZOIDAL b=1', d=12", m=3:1 SYNTHETIC MATTING **
2 0.56 0.60 2.43 5.0%0.53 2.92 TRIANGULAR b=0', d=12", m=3:1 SYNTHETIC MATTING **
** SYNTHETIC MATTING SHALL BE ACF ENVIRONMENTAL ECSC-2 DOUBLE NET STRAW / COCONUT ROLLED EROSION CONTROL PRODUCT
A
A
A
VEGETATED SHELF
PLANTINGS
SLOPE STABILIZATION
(SOD/TURF GRASS)
WTLD WTLD WTLD
WTLDWTLDWTLDWT
L
D 385385390390395395400401402403WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
WT
L
D
WT
L
D
TP TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TP
TPTPTPTPTPTPTPTPTPTPTP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPX
XXX
X X X XX
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS3903953953
9
5
395394393392391392393394394393392391389388387395395
3
9
0 3853
9
0385 3843863873883
8
8
3
8
7
3
8
6
20' PUBLIC UTILITY EASEMENT
FES#301124 LF 15" RCP
RS#300
FES#100
35 LF 30" RCPCB#101
STORM DRAINAGE TABLE
INLET#
300
301
TYPE
RS
FES
RIM ELEV
(EOP)
389.94
386.52
INV IN
(FROM-SIZE)
385.00
(300-15")
INV OUT
(TO-SIZE)
387.50
(301-15")
C-11
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-11 SCM PLAN & SECTIONS.DWGPLOTTED: 5/15/2020 11:26 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
SCM PLAN & SECTIONS
1" = 50'
LEGEND:N20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF APEX 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.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE. BRICK/CONCRETE
BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED.
18.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE ACHIEVED.
19.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.
20.CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH SUFFICIENT ENOUGH SUCH
THAT IT DOES NOT IMPEDE THE GROWTH OF VEGETATION OR CAN BE PENETRATED BY ROOTS OF VEGETATION. THIS DEPTH
SHALL BE A MINIMUM OF 12" BELOW THE BOTTOM OF THE WETLAND. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN/HR.
CLAY LINER SHALL BE INSTALLED UP TO PERMANENT POOL ELEVATION THROUGHOUT BMP. ALTERNATIVE LINERS MAYBE
ACCEPTABLE IF APPROVED BY ENGINEER OF RECORD.
GENERAL NOTES:
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.ALL POND SLOPES AND DAMS SHALL BE SODDED WITH NON-CLUMPING, WARM SEASON 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:
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
PLANTING QUANTITIES
SHELF AREA SHRUBS REQUIRED
1,950 SF 488 PLANTS
**MINIMUM 50 PLANTS PER 200 SF OF VEGETATED SHELF AREA**
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-11
SAND DIAPHRAGM
N.T.S.
3'
3.75'3.75'
1.5 x DIA = 1.9'
3 x DIA =3.75'**
2' MIN.
**2' MIN. FROM TOP OF DAM
GOVERNS IF 3 x DIA. IS NOT
AVALIABLE.
TOP OF DAM
15" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
SCALE:
3
C-11
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.
45'
CREST LENGTH
TOP OF DAM
ELEV = 395.50
SPILLWAY
ELEV = 394.00
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
BOTTOM
ELEV = 391.50
18"
24"24"2:115" GASKETTED O-RING
RCP OUTLET PIPE
ANTI-VORTEX TRASH RACK ANCHORED TO RISER. CONTRACTOR
TO SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. ANCHOR
TO CONCRETE RISER IN 4 LOCATIONS.
MANHOLE
STEPS, TYP
CREST = 393.25
INV = 388.50
BOTTOM = 386.50
12"
DRAW DOWN
ORIFICE
INV = 389.00
4"x4" PVC TEE
4" PLUG
SET TOP OF PVC PLUG AT
TEMPORARY POOL
DRILL 2" Ø OPENING
IN 4" PLUG
TOP OF
BERM = 395.50
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(3) 4" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 390.80
BOTTOM OF POND
ELEV = 384.00
PERMANENT POOL = 389.00
TEMPORARY POOL = 390.80
STANDARD
MANHOLE BASE
SCALE:
4
C-11
CONCRETE RISER DETAIL
N.T.S.
6"
60" DIAMETER
PRE-CAST
MANHOLE
SCALE:
2
C-11
WET DETENTION BASIN - SECTION VIEW
N.T.S
PERMANENT POOL ELEV = 389.00
10' WIDE
BERM
20' EMERGENCY SPILLWAY
WQV TEMPORARY POOL ELEV = 390.80
BOTTOM EL. 394.00
PRECAST RISER STRUCTURE
W/ TRASH RACK-REFER TO
DETAIL, THIS SHEET
2
1
2
1
15" RCP(O-RING JOI
N
T
S

A
S
T
M

C
4
4
3
)
COMPACTED SUBGRADE
SAND DIAPHRAGM-REFER
TO DETAIL, THIS SHEET
MAIN POND
3
11FOREBAY
FOREBAY WEIR BOTTOM
ELEV = 389.00
FOREBAY BERM
TOP ELEV = 390.00
SEDIMENT STORAGE ELEV = 384.50
BOTTOM ELEV = 384.00
STORM WATER SURFACE ELEVATIONS
100 YEAR 394.45
25 YEAR 393.91
10 YEAR 393.37
2 YEAR 391.85
1 YEAR 391.44
REFER TO STORM WATER
SURFACE ELEVATIONS
LISTED BELOW
3
6' VEGETATED SHELF AT 6:1 MAX
SLOPE. PERMANENT POOL TO BE
CENTERED IN SHELF1
3
EMERGENCY SPILLWAY.
REFER TO DETAIL ON THIS
SHEET
3
1
REFER TO NOTES FOR
EMBANKMENT COMPACTION
FES#301
CLAY LINER
(REFER TO NOTES)
BOTTOM SEDIMENT
ELEV = 386.00
TOP SEDIMENT
ELEV = 386.50
1
3
ELEV = 395.50
SCALE:
1
C-11
WET POND - PLAN VIEW
1"=20'
RIP RAP EMERGENCY
SPILLWAY NCDOT
CLASS "B" RIP RAP
CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO
DETAIL, THIS SHEET
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 389.50
P.POOL ELEV = 389.00
BOTTOM ELEV.= 388.50
MAIN POND
PERMANENT POOL = 389.00
TEMPORARY POOL = 390.80
TOP SEDIMENT ELEV = 384.50
BOTT.SEDIMENT ELEV = 384.00
FOREBAY
TOP SEDIMENT ELEV = 386.50
BOTT SEDIMENT ELEV = 386.00
CLASS "B" RIP-RAP LINED
FOREBAY WEIR
FOREBAY BERM = 390.00
FOREBAY WEIR = 389.00
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=15', W1=8', W2=10', D=18",
D50=6", DMAX=9"
S
H
A
L
L
O
W

W
A
T
E
R
S
H
A
L
L
O
W

L
A
N
D
SHALLO
W
W
A
T
E
R
SHALLO
W
L
A
N
D
RIP-RAP OUTLET PROTECTION
NCDOT CLASS 'B' RIP RAP
L=8', W1=4', W2=4', D=18",
D50=6", DMAX=9"
VARIABLE WIDTH SCM
ACCESS & MAINTENANCE
EASEMENT
VARIABLE WIDTH SCM
ACCESS & MAINTENANCE
EASEMENT
3:1 SLOPE
3:1 SLOPE
REFER TO
GRADING PLAN
FOR WALL
ELEVATIONS
REFER TO GRADING
PLAN FOR WALL
ELEVATIONS
A
WxWxWxWxOHEOHEOHEOHEOHEOHE22
32
33
6
4
5
1
3
8
14
+
2
0
10+00
11+00
12+00
13+00
14
+
0
0
PC:12+08
.
3
PT:
1
3
+
6
0
.
6
12+0013+0014+00PC:13+25.5L1
L2
C1
L3C2
2
35
34
7
16+0017+00TPTPTPSTOKER STREET
WILDE BEND
12"x8" MJ TEE w/
SLEEVE & TB
(2) 12" GV
(1) 8" GV
FHA
PROPOSED 8" DIP
WATER MAIN
FHA
8" TEE w/ TB
(3) 8" GV
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
4" SANITARY SEWER
C/O & SERVICE, TYP.
3/4" WATER METER
& SERVICE, TYP.
5' TOA WATER METER & SS
CLEANOUT EASEMENT, TYP.
PRIVATE SIGN EASEMENT
PRIVATE
SIGN
EASEMENT
LINE TABLE
NAME
L1
L2
ROADWAY
STOKER STREET
STOKER STREET
LENGTH
208.30'
59.04'
DIRECTION
S2°30'26"W
S46°35'31"W
BEGIN
STATION
10+00.00
13+60.65
END
STATION
12+08.30
14+19.69
CURVE TABLE
NAME
C1
ROADWAY
STOKER STREET
RADIUS
198.00'
ARC
LENGTH
152.35'
CHORD
LENGTH
148.62'
TANGENT
LENGTH
80.17'
MIDDLE
ORDINATE
14.47
EXTERNAL
DISTANCE
15.61'
CHORD
DIRECTION
S24°32'59"W
BEGIN
STATION
12+08.30
END
STATION
13+60.65
C-12
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-12 STOKER STREET PLAN AND PROFILE.DWGPLOTTED: 5/15/2020 11:27 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
STOKER STREET PLAN AND PROFILE
1" = 40'
LEGEND:NSCALE:
1
C-12
STATION: 10+00-14+22
1" = 40'
STOKER STREET PLAN VIEW
SCALE:
2
C-12
STATION: 10+00-14+22
H - 1" = 40' V - 1" = 4'
STOKER STREET PROFILE VIEW
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
18" P
I
N
E
24" P
I
N
E
20" P
I
N
E
20" P
I
N
E
18" P
I
N
E
18" P
I
N
E
18"
G
U
M
20" P
I
N
E
24" P
I
N
E
18" P
I
N
E
18" G
U
M
26" P
I
N
E
22" P
I
N
E
18" P
I
N
E
20" G
U
M
24" P
I
N
E
18"
G
U
M
WT
L
D
WTLD W
T
L
D
W
T
L
D
WTL
D
WTLD
WTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTL
D
WAL
T
E
R

B
R
O
W
N
D.B.
5
2
2
2
,

P
G
.

0
3
6
18
19
20
21
22
23
24
32
25
27
26
30
31
33
8
14+2014+00PT:13+60
.6
10+00
11+00
12+00
13+00
14+00
15+00
16+0
0
17+0
0
17+6
8
PC:13+
2
5.
5
PT:1
5
+
1
0
.
4L2
L3
L4
C2
29
13
14
15
16
17
XXXW
W
W
W
W
W
W
W W
W
W
W
W
WW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS2+003+00TP
TP
TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP
TP
TP
TP
T
P
T
P
T
P
WILDE BEND
STOKER STREET
SSMH#10
SSMH#9
SSMH#8 SSMH#7
SSMH#6
SSMH#5
SSMH#4A
69 LF 8" SDR35 PVC
@ 2.76%
52 LF 8" SDR35 PVC
@ 4.81%
60 LF 8" SDR35 PVC
@ 5.86%
76 LF 8" SDR35 PVC
@ 7.27%
249 LF 8" SDR35 PVC @ 5.97%166 LF 8" SDR35 PVC @ 0.52%
CB#111
CB#112
CB#119
CB#110
CB#108
CB#109
CB#118
CB#107
CB#106
CB#117
CB#105
CB#104
CB#102
CB#103
CB#101
182 LF 30" RCP @ 0.62%
85 LF 18" RCP @ 2.91%
48 LF 18" RCP @ 3.53%
25 LF 18" RCP
@ 1.00%
25 LF 18" RCP @ 1.00%
48 LF 18" RCP
@ 6.81%
97 LF 18" RCP @ 6.79%
47 LF 15" RCP @ 6.59%
120 LF 15" RCP
@ 5.35%
25 LF 15" RCP @ 1.00%
25 LF 15" RCP
@ 1.00%
25 LF 18" RCP @ 1.00%
110 LF 24" RCP @ 2.00%
25 LF 24" RCP @ 1.00%
FHA
8" TEE w/ TB
(3) 8" GV
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
FHA
PROPOSED 8" DIP
WATER MAIN
FHA
8" GV
3/4" WATER METER
& SERVICE, TYP.
4" SANITARY SEWER
C/O & SERVICE, TYP.
5' TOA WATER METER & SS
CLEANOUT EASEMENT, TYP.
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
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
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
W
380
385
390
395
400
405
410
415
420
425
380
385
390
395
400
405
410
415
420
425
395
400
405
410
415
420
425
430
435
440
395
400
405
410
415
420
425
430
435
440
9+75()10+00(433.07)429.0010+50(431.46)427.4611+00(428.77)425.7711+50(425.26)423.2712+00(421.72)419.9312+50(419.14)416.3113+00(416.22)412.693.08%
7.
2
4
%
HIGH PT STA: 10+70.00
HIGH PT ELEV: 426.85
PVI STA: 11+30.00
PVI ELEV: 425.00
K: 28.82
LVC: 120.00
PVC: 10+70.00ELEV: 426.85PVT: 11+90.00ELEV: 420.6613+00(416.22)412.6913+50(411.18)409.1014+00(406.19)406.1014+50(403.58)403.8615+00(403.70)402.3915+50(403.10)401.3816+00(403.17)400.3816+50(404.82)399.3717+00(404.02)398.3617+50(403.12)397.3618+00()PVI: 10+00ELEV: 429.002.01%PVI: 17+67.82ELEV: 397.00LOW PT STA: 15+05.00
LOW PT ELEV: 402.29
PVI STA: 14+20.00
PVI ELEV: 404.00
K: 32.51
LVC: 170.00
PVC: 13+35.00ELEV: 410.16PVT: 15+05.00ELEV: 402.29EXISTING GROUND
FINISHED GRADE
48" MIN, TYP
18" MIN, TYP
24" MIN, TYP
76 LF 8" SDR35 PVC
@ 7.27%
24
9

L
F

8
"

S
D
R
3
5

P
V
C

@

5
.
9
7
%
48 LF 18" RCP
@ 6.81%
47 LF 15" RCP @ 6.59%
120

L
F

1
5
"

R
C
P

@

5
.
3
5
%
25 LF 18" RCP
@ 1.00%
182 LF 30" RCP @ 0.62%
110 LF 24
"

R
C
P

@

2
.
0
0
%
85 LF
1
8
"

R
C
P

@

2
.
9
1
%
48 LF 18" RCP
@ 3.53%
97

L
F

1
8
"

R
C
P

@

6
.
7
9
%
52 LF 8" SDR35 PVC @ 4.81%
60 LF 8" SDR35 PVC
@ 5.86%
69 LF 8
"

S
D
R
3
5

P
V
C

@

2
.
7
6
%
166 LF 8" SDR35 PVC @ 0.52%
EXISTING GROUND
FINISHED GRADE
CONTINUE
TO FHA
WILDE BEND STA: 12+43.99
STOKER STREET STA: 14+21.62
ELEV: 416.75
L
L
L
L
L
L
L
L
L
L
L
L
R
R
R
R
R
R
R
R
R
R
R R
FHA
48" MIN, TYP
12" MIN.
24" MIN, TYP
CONTINUE
TO FHA
8" TEE w/ TB
(2) 8" GV
PROPOSED 8" DIP
WATER MAIN
PROPOSED 8" DIP
WATER MAINSTA: 12+49.99TOP: 416.21INV IN: 406.20 (11)INV IN: 406.20 (10)INV OUT: 406.00 (8)94' DIASSMHCB#107STA: 12+90.16TOP: 413.18INV IN: 405.73 (118)INV IN: 405.73 (108)INV OUT: 405.63 (106)CB#109STA: 13+74TOP: 416.84INV IN: 409.42 (113)INV IN: 409.42 (110)INV OUT: 409.32 (108)CB#108STA: 13+74TOP: 416.84INV IN: 409.07 (109)INV OUT: 408.98 (107)CB#110STA: 11+98.20TOP: 419.84INV IN: 412.64 (119)INV IN: 412.64 (111)INV OUT: 412.54 (109)CB#111STA: 10+78.44TOP: 426.35INV IN: 419.15 (112)INV OUT: 419.05 (110)CB#103STA: 16+22.93TOP: 399.70INV IN: 392.34 (104)INV OUT: 392.25 (102)CB#104STA: 15+12.51TOP: 401.92INV IN: 394.65 (105)INV OUT: 394.55 (103)CB#105STA: 14+30.77TOP: 404.41INV IN: 397.23 (106)INV IN: 397.23 (117)INV OUT: 397.13 (104)CB#106STA: 13+84.87TOP: 406.71INV IN: 399.02 (107)INV IN: 399.02 (121)INV OUT: 398.92 (105)STA: 14+39.93TOP: 404.15INV IN: 394.10(7)INV OUT: 393.90 (5)64' DIASSMHSTA: 13+86.79TOP: 406.72INV IN: 396.80(8)INV OUT: 396.60 (6)74' DIASSMHSTA: 13+25.53TOP: 410.74INV IN: 400.51 (9)INV OUT: 400.31 (7)84' DIASSMHSTA: 15+10.38TOP: 402.08INV IN: 392.00(6)INV OUT: 391.80 (4B)54' DIASSMH117 LF 8"
S
D
R
3
5

P
V
C

@

2
.
0
3
%STA: 10+01.42TOP: 428.95INV OUT: 421.05 (9)105' DIASSMHLINE TABLE
NAME
L3
L4
ROADWAY
WILDE BEND
WILDE BEND
LENGTH
325.53'
257.44'
DIRECTION
S43°24'29"E
S1°02'35"E
BEGIN
STATION
10+00.00
15+10.38
END
STATION
13+25.53
17+67.82
CURVE TABLE
NAME
C2
ROADWAY
WILDE BEND
RADIUS
250.00'
ARC
LENGTH
184.85'
CHORD
LENGTH
180.67'
TANGENT
LENGTH
96.88'
MIDDLE
ORDINATE
16.89
EXTERNAL
DISTANCE
18.12'
CHORD
DIRECTION
S22°13'32"E
BEGIN
STATION
13+25.53
END
STATION
15+10.38
C-13
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-13 WILDE BEND PLAN AND PROFILE.DWGPLOTTED: 5/15/2020 11:28 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
WILDE BEND PLAN AND PROFILE
1" = 40'
LEGEND:NSCALE:
1
C-13
STATION: 10+00-17+68
1" = 40'
WILDE BEND PLAN VIEW
SCALE:
2
C-13
STATION: 10+00-17+68
H - 1" = 40' V - 1" = 4'
WILDE BEND PROFILE VIEW
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
A
SS
WTLDWTLDWT
L
D
PIN 733.04-83-5369
STANLEY JACKSON
PIN 733.04-82-9238
16 17
XXXXXXXXXXXXXXX17+68W
15+06
10+0011+0012+00
13+00 14+00
15+00
SSSSSSSSSSSSSSSSSSSSSSSSSSTP TP TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TPTPTPTPTPSSMH#2B
SSMH#3
SSMH#4A
SSMH#2A
SSMH#EX
SSMH#1
176 LF 8" RJDIP @ 1.50%110 LF 8" C900 PVC @ 6.63%
90 LF 8" C900 PVC
@ 0.52%
49 LF 8" C900 PVC
@ 0.52%
81 LF 8" C900 PVC @ 3.50%
166 LF 8" SDR35 PVC @ 0.52%
90 LF± 16" SMOOTH WALL
STEEL ENCASEMENT PIPE
t=0.250
30' PUBLIC UTILITY EASEMENT
WILDE BEND
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
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
OPEN THROAT YARD INLET
BACKFLOW PREVENTER
W
365
370
375
380
385
390
395
400
405
410
365
370
375
380
385
390
395
400
405
410
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75
49 LF 8" C900 PVC @ 0.52%
90 LF 8" C900 PVC @ 0.52%
81 LF

8
"

C
9
0
0

P
V
C

@

3
.
5
0
%
11
0

L
F

8
"

C
9
0
0

P
V
C

@

6
.
6
3
%
EXISTING GROUND
FINISHED GRADE
24" MIN.
24" MIN.
24" MIN.
24" MIN.STA: 10+00TOP: 396.44INV IN: 388.57 (4B)INV OUT: 388.37 (3)4A5' DIASSMHSTA: 10+49.46TOP: 399.28INV IN: 388.11 (4A)INV OUT: 387.91 (2B)35' DIA(OUTFALL)SSMHSTA: 11+39.80TOP: 400.58INV IN: 387.44 (3)INV OUT: 387.24 (2A)2B5' DIA(OUTFALL)SSMHSTA: 12+20.99TOP: 397.82INV IN: 384.40 (2B)INV OUT: 382.40 (1)2A5' DIA(OUTFALL)SSMHSTA: 15+06.17TOP: 379.70INV IN: 370.51 (1)INV OUT: 370.31 ()EX4' DIASSMHRJDIP REQUIRED IN CASING
PER TOA DETAIL 600.18STA: 13+30.49TOP: 387.31INV IN: 375.14 (2A)INV OUT: 373.15 (EX)15' DIA(OUTFALL)SSMH50' TOA BUFFER
20' ZONE 2 JORDAN
LAKE RIPARIAN
BUFFER
20' ZONE 2 JORDAN
LAKE RIPARIAN
BUFFER
154 LF± 24" SMOOTH WALL STEEL
ENCASEMENT PIPE t=0.188
18" MIN.
176 LF 8" RJ
D
I
P

@

1
.
5
0
%
C-14
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-14 SS OUTFALL PLAN AND PROFILE.DWGPLOTTED: 5/15/2020 11:28 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
SS OUTFALL PLAN AND PROFILE
1" = 40'
LEGEND:NSCALE:
1
C-14
STATION: 10+00-15+02
1" = 40'
SS OUTFALL PLAN VIEW
SCALE:
2
C-14
STATION: 10+00-15+02
H - 1" = 40' V - 1" = 4'
SS OUTFALL PROFILE VIEW
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
A
A
A
A
420
425
430
435
440
420
425
430
435
440
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+25
3.5'
RIGHT TURN SIGHT DISTANCE 478'
EXISTING ROADWAY CL
PROFILE - BASED ON FIELD
SURVEY
STOKER STREET
STA: 16+12.55
ELEV: 430.79
3.5'
3.5'
LEFT TURN SIGHT DISTANCE 551'
420
425
430
435
440
420
425
430
435
440
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+75
3.5'3.5'
3.5'LEFT TURN SIGHT DISTANCE 551'
RIGHT TURN SIGHT DISTANCE 478'
FINISHED GRADE - AREA
TO BE CUT DOWN TO
IMPROVE SIGHT DISTANCE
EXISTING GROUND
C-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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-15 HOLT ROAD PLAN AND PROFILE.DWGPLOTTED: 5/15/2020 11:29 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
HOLT ROAD PROFILES
1" = 40'
SCALE:
1
C-15
STATION: 10+00-22+25
H - 1" = 40' V - 1" = 4'
HOLT ROAD CL PROFILE VIEW 40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
SCALE:
2
C-15
PROFILE VIEW
H - 1" = 40' V - 1" = 4'
HOLT ROAD SIGHT DISTANCE 40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
SCALE IN FEET
0
4'SCALE:1"=4'VERTICAL
A
HOLT ROAD
STATION 10+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 11+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 11+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 12+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 12+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 13+00
425
430
435
440
445
425
430
435
440
445
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 13+50
425
430
435
440
445
425
430
435
440
445
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 14+00
425
430
435
440
445
425
430
435
440
445
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 14+50
425
430
435
440
445
425
430
435
440
445
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 15+00
425
430
435
440
445
425
430
435
440
445
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 15+50
425
430
435
440
445
425
430
435
440
445
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 10+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
EXISTING GROUND
429.87
ROAD CL
429.49
EOP
430.12
EOP
EXISTING
PAVEMENT
3.8%
3.7%
3.7%
3.3%
4.0%
5.5%
6.0%
6.0%
6.0%
5.5%
5.6%
429.78
ROAD CL
429.10
EOP
CONC.
SIDEWALK
EXISTING
GROUND
FINISHED
GRADE
ROW
ROW
CONC.
SIDEWALK
430.00
ROAD CL
429.31
EOP
430.39
ROAD CL 429.73
EOP
430.95
ROAD CL
430.36
EOP
431.83
ROAD CL
431.15
EOP
432.91
ROAD CL 431.93
EOP
433.80
ROAD CL 432.72
EOP
434.15
ROAD CL
433.08
EOP
433.94
ROAD CL 432.87
EOP
433.36
ROAD CL
432.37
EOP
432.38
ROAD CL 431.37
EOP
EXISTING
GROUND
FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND
FINISHED
GRADE
429.78
430.00
430.42
431.05
431.83
432.61
433.38
433.67
433.46
433.05
431.98
C-16
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
T
F
Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-16 HOLT ROAD SECTIONS I.DWGPLOTTED: 5/15/2020 11:29 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
HOLT ROAD SECTIONS I
N.T.S
HOLT ROAD
STATION 16+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 16+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 17+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 17+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 18+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 18+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 19+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 19+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 20+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 20+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 21+00
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
HOLT ROAD
STATION 21+50
420
425
430
435
440
420
425
430
435
440
0 10 20 30 400-10-20-30-40
4.2%
3.7%
3.5%
3.1%
3.3%
431.06
ROAD CL
430.08
ROAD CL
429.28
EOP
429.35
ROAD CL
428.72
EOP
428.70
ROAD CL 428.14
EOP
428.15
ROAD CL 427.63
EOP
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
ROW
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
CONC.
SIDEWALK
EXISTING
GROUND FINISHED
GRADE
EXISTING
ROW
EXISTING
GROUND FINISHED
GRADE
EXISTING
ROW
CONC.
SIDEWALK
EXISTING
GROUND CONC.
SIDEWALK
EXISTING
ROW
EXISTING
GROUND
CONC.
SIDEWALK
EXISTING
ROW
EXISTING
GROUND
CONC.
SIDEWALK
EXISTING
ROWEXISTING
PAVEMENT
EXISTING
PAVEMENT
EXISTING
PAVEMENT
EXISTING
PAVEMENT
EXISTING
GROUND
CONC.
SIDEWALK
EXISTING
ROWEXISTING
PAVEMENT
EXISTING
GROUND
CONC.
SIDEWALK
EXISTING
ROW
EXISTING
PAVEMENT
EXISTING
GROUND
CONC.
SIDEWALK
EXISTING
ROW
EXISTING
PAVEMENT
429.81
429.41
428.67
428.06
427.90
427.48
427.48
427.48
427.60
427.96
428.48
C-17
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-17 HOLT ROAD SECTIONS II.DWGPLOTTED: 5/15/2020 11:30 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
HOLT ROAD SECTIONS II
N.T.S
TP TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
TS M
PS
TDD DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SILT SACK
SEDIMENT BASIN
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
HORSESHOE INLET PROTECTION
CONCRETE WASH AREA
SS
24" PINE20" PINE18" GUM
20" PINE
18" GUM 30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
30" POPLAR
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
24" PINE 20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
20" POPLAR
22" GUM
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLD374375375376377378380380383385385 385386
388389390390390390391391392
392 393393393394 395395
395395
395395395396396397397
398
398
399399
399
400400400400
400400400401
401401402
402403
403403404
404404405405405405405405405405405406
406407408409410410410410411412413414415415415416417418
419420420420421422423425425425430430430430430431431431432432433433433434435435WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
D.B. 5817, PG. 591
PIN 733.04-92-0259
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE TPTPTP TP TP TP TP TP TP TP TP TP TP
T
P
TP TP TP
T
P
TP TP TP
TP
TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPEXISTING PUBLIC
SD EASEMENT
PERMANENT WETLAND IMPACT
AREA = 0.086 AC (3,750 SF)
PERMANENT WETLAND IMPACT
AREA = 0.032 AC (1,413 SF)
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD
TDD
TDD TDD TDD TDD TDD TDD TDD TDD TDD TDD
TDD
TDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDD TDD TDD
TDD TDDTDDTDDTDD
TDD TDD TDD TDD TDD TDD TDD TDD
INSTALL TREE PROTECTION
FENCE & MAINTAIN THROUGHOUT
CONSTRUCTION EFFORT
LIMITS OF
DISTURBANCE
SILT
FENCE
HORSESHOE INLET
PROTECTION
INSTALL COIR WATTLE IN
EXISTING ROAD SIDE DITCH
CONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
SILT FENCE
COIR
WATTLE
INSTALL ROCK CHECK DAM IN
EXISTING ROAD SIDE DITCH
ROCK CHECK
DAM
SKIMMER
INSTALL PERM. POND RISER AND
CONNECT SKIMMER. ADJUSTMENTS
WILL BE REQUIRED UPON
CONVERSION TO A PERM. POND.
BAFFLES
(TYP.)
TEMPORARY
DIVERSION
DITCH
MATCHLINE
INSTALL TEMP. 18" HDPE
DRIVEWAY PIPE AT
CONSTRUCTION
ENTRANCE
CONC. WASHOUT AREA
18" SLOPE DRAIN
18" SLOPE DRAIN
TEMPL
E
T
O
N
GAP D
R
I
V
EOHE
OHEOHEOHEOHEMATCHLINE
SILT FENCE
C-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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-18 EROSION CONTROL - INITIAL PHASE.DWGPLOTTED: 5/15/2020 11:30 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
EROSION CONTROL - INITIAL PHASE
1" = 50'
LEGEND:N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
A
A
MINIMUM DIMENSIONS (WxLxD) = 64'x192'x3.0'
VOLUME REQUIRED = 26,033 CF
SURFACE AREA REQUIRED = 12,205 SF
SURFACE AREA PROVIDED = 12,509 SF
TOP OF BASIN ELEVATION = 399.00
SURFACE AREA ELEVATION = 396.00
BOTTOM OF BASIN ELEVATION = 394.00
CLEANOUT ELEVATION = 393.00
EMERGENCY SPILLWAY LENGTH = 35'
EMERGENCY SPILLWAY ELEVATION = 396.50
SKIMMER SIZE = 3.0 INCH, 2.5 INCH ORIFICE
DEWATERING TIME = 3.91 DAYS
SKIMMER SEDIMENT BASIN CONTRACTOR MAY INSTALL A CONSTRUCTION ENTRANCE WITH
DIMENSIONS & STONE SIZE COMPLYING WITH TOWN OF APEX
STANDARDS AT EXISTING DRIVEWAY LOCATION OFF WIMBERLY ROAD
TO UTILIZE EXISTING DRIVEWAY PIPE. THIS ENTRANCE CAN BE SHIFTED
TO PROPOSED SUBDIVISION ROAD LOCATION DURING CONSTRUCTION
OR
CONTRACTOR MAY CHOSE TO INSTALL THE CONSTRUCTION ENTRANCE
IN THE PROPOSED ROADWAY LOCATION FROM THE BEGINNING OF THE
PROJECT.
IN NO SITUATION SHALL THE CONTRACTOR ACCESS THE SITE WITHOUT
THE USE OF A PROPERLY INSTALLED CONSTRUCTION ENTRANCE.
CONSTRUCTION ENTRANCE NOTE:
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 ANY WETLAND AND/OR STREAM BUFFER AREAS.
2.TOTAL DISTURBED AREA = 9.50 AC
3.REFER TO DETAIL SHEET D-09 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL
NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL
DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX
STANDARDS AND REGULATIONS.
5.NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR FLATTER
UNLESS OTHERWISE NOTED.
6.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT
AN APPROVED PLAN AMENDMENT BY TOWN OF APEX. PRE-CONSTRUCTION CONFERENCE
MAY BE REQUIRED BEFORE GRADING PERMIT IS ISSUED.
7.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8.PERMANENT GROUND COVER SHALL BE ESTABLISHED PER NPDES SEEDING SCHEDULE AT
EITHER 7 DAYS OR 14 DAYS DEPENDING ON MEASURE & SLOPE.
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" STRAW WATTLE CHECK DAMS SPACED EVERY 50
L.F. OF DITCH. DIVERSION DITCHES ALONG ROADWAYS SHALL BE TEMPORARILY LINED
WITH AN EROSION CONTROL BLANKET. PROVIDE ACF ENVIRONMENTAL ECSC-2 - DOUBLE
STRAW NET WITH COCONUT OR APPROVED EQUAL.
12.SKIMMER BASIN WITH RISER IS DESIGNED SUCH THAT PERMANENT RISER STRUCTURE IN
DRY DETENTION BASIN CAN BE INSTALLED AT BEGINNING OF PROJECT AND USED IN
SEDIMENT BASINS. REFER TO C-09 FOR RISER ELEVATIONS & SECTIONS. CONTRACTOR
SHALL KEEP ALL ORIFICES/WEIRS IN RISER PLUGGED. CONTRACTOR SHALL CONNECT
ORIFICE TO BOTTOM ORIFICE. CONTRACTOR TO ENSURE RISER IS CLEANED OUT WHEN
CONVERTING TO WET POND. ALL UPSTREAM AREAS THAT DRAIN TO WET POND SHALL BE
STABILIZED PRIOR TO CONVERSION.
13.STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION
WILL BE REQUIRED.
14.CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT
SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTING AND RETENTION
DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT
MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE: WEEPING
LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
EROSION CONTROL NOTES:
A
A
SS
24" PINE20" PINE18" GUM
20" PINE
18" GUM 30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
30" POPLAR
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
24" PINE 20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
20" POPLAR
22" GUM
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLD374375375376377378380380383385385 385386
388389390390390390391391392
392 393393393394 395395
395395
395395395396396397397
398
398
399399
399
400400400400
400400400401
401401402
402403
403403404
404404405405405405405405405405405406
406407408409410410410410411412413414415415415416417418
419420420420421422423425425425430430430430430431431431432432433433433434435435WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
D.B. 5817, PG. 591
PIN 733.04-92-0259
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCPTPTPTPTP TP TP TP TP TP TP TP TP TP
T
P
TP TP TP
T
P
TP TP TP
TP
TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TP TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP18
19
20
21
22
23
24
32
25
27
26
30
31
33
6
10495
1 3
8
1
4
+
2
0
10+00
11+00
12+00
13
+
0
0
1
4
+
0
0
10+0011+0012+0013+0014+00
15+00 16+00 17+00 17+68
29
28
11 12 13 14 15 162 17
35 XX
X XXXXXXXXXXXX34
7
1
1
+
0
0
1
2
+
0
013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING WETLAND
W
W
W
W
W
W
W
W W W WW
W
W
W
WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+005+006+007+008+009+00425
41
5
41
0
4
0
5
4
0
0
4
3
0 3903953953
9
5
395394393392391392393394394393392391389388387395395
3
9
0430 3853
9
0385 3843863873883
8
8
3
8
7
3
8
6
420
41
5
4154
1
5 410410405405405400405
41
0
415
4
2
0420
4
2
5
4
3
0
4
3
04304
2
5425420425430 4
2
0
WILDE BEND
STOKER STREET
EXISTING
POND
50' TOA BUFFER
50' JORDAN LAKE
RIPARIAN BUFFER
MATCHLINE
INLET PROTECTION
EXTEND SILT FENCE ALONG
SIDEWALK INSTALLATION
WORK LIMITS
PROPOSED POND TO
FUNCTION AS SEDIMENT BASIN
IF SITE IS NOT SUFFICIENTLY
STABILIZED
CONC. WASHOUT AREA
TP TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
TS M
PS
TDD DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SILT SACK
SEDIMENT BASIN
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
HORSESHOE INLET PROTECTION
CONCRETE WASH AREA
TEMPL
E
T
O
N
GAP D
R
I
V
E
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
15" RCP OHEOHEOHEOHEOHE20+0021+0021+979+0010+0010+29MATCHLINE
C-19
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C-19 EROSION CONTROL - CONSTRUCTION PHASE.DWGPLOTTED: 5/15/2020 11:31 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
EROSION CONTROL - CONSTRUCTION PHASE
1" = 50'
LEGEND:N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
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 ANY WETLAND AND/OR STREAM BUFFER AREAS.
2.TOTAL DISTURBED AREA = 9.50 AC
3.REFER TO DETAIL SHEET D-09 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL
NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL
DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX
STANDARDS AND REGULATIONS.
5.NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR FLATTER
UNLESS OTHERWISE NOTED.
6.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT
AN APPROVED PLAN AMENDMENT BY TOWN OF APEX. PRE-CONSTRUCTION CONFERENCE
MAY BE REQUIRED BEFORE GRADING PERMIT IS ISSUED.
7.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8.PERMANENT GROUND COVER SHALL BE ESTABLISHED PER NPDES SEEDING SCHEDULE AT
EITHER 7 DAYS OR 14 DAYS DEPENDING ON MEASURE & SLOPE.
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" STRAW WATTLE CHECK DAMS SPACED EVERY 50
L.F. OF DITCH. DIVERSION DITCHES ALONG ROADWAYS SHALL BE TEMPORARILY LINED
WITH AN EROSION CONTROL BLANKET. PROVIDE ACF ENVIRONMENTAL ECSC-2 - DOUBLE
STRAW NET WITH COCONUT OR APPROVED EQUAL.
12.SKIMMER BASIN WITH RISER IS DESIGNED SUCH THAT PERMANENT RISER STRUCTURE IN
DRY DETENTION BASIN CAN BE INSTALLED AT BEGINNING OF PROJECT AND USED IN
SEDIMENT BASINS. REFER TO C-09 FOR RISER ELEVATIONS & SECTIONS. CONTRACTOR
SHALL KEEP ALL ORIFICES/WEIRS IN RISER PLUGGED. CONTRACTOR SHALL CONNECT
ORIFICE TO BOTTOM ORIFICE. CONTRACTOR TO ENSURE RISER IS CLEANED OUT WHEN
CONVERTING TO WET POND. ALL UPSTREAM AREAS THAT DRAIN TO WET POND SHALL BE
STABILIZED PRIOR TO CONVERSION.
13.STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION
WILL BE REQUIRED.
14.CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT
SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTING AND RETENTION
DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT
MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE: WEEPING
LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
EROSION CONTROL NOTES:
CONTRACTOR MAY INSTALL A CONSTRUCTION ENTRANCE WITH
DIMENSIONS & STONE SIZE COMPLYING WITH TOWN OF APEX
STANDARDS AT EXISTING DRIVEWAY LOCATION OFF WIMBERLY ROAD
TO UTILIZE EXISTING DRIVEWAY PIPE. THIS ENTRANCE CAN BE SHIFTED
TO PROPOSED SUBDIVISION ROAD LOCATION DURING CONSTRUCTION
OR
CONTRACTOR MAY CHOSE TO INSTALL THE CONSTRUCTION ENTRANCE
IN THE PROPOSED ROADWAY LOCATION FROM THE BEGINNING OF THE
PROJECT.
IN NO SITUATION SHALL THE CONTRACTOR ACCESS THE SITE WITHOUT
THE USE OF A PROPERLY INSTALLED CONSTRUCTION ENTRANCE.
CONSTRUCTION ENTRANCE NOTE:
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 2752 6
[phone]
[phone]CURRY E N G IN
E
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D:\SOUTHWELL DESIGN, PLLC\^PROJECTS\CURRY ENGINEERING\TULLAMORE SUBDIVISION\CAD\L-01 LANDSCAPE PLAN.DWGPLOTTED: 5/15/2020 9:08 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT
OCTOBER 1, 2019
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
JS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.414.4780 (m)
Contact: Mick Michael
[e-mail]
RESPONSE TO COMMENTS2019-12-06A
RESPONSE TO COMMENTS2020-01-10B
RESPONSE TO COMMENTS2020-02-07C
3/9/2020
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
1" = 50'
50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
NON-VEGETATED PORTION OF
BUFFER TO BE PLANTED TO TOWN
OF APEX TYPE 'B' STANDARD
EXISTING VEGETATION TO BE
SUPPLEMENTED TO TOWN OF
APEX TYPE 'B' STANDARD
NON-VEGETATED PORTION OF
BUFFER TO BE PLANTED TO TOWN
OF APEX TYPE 'B' STANDARD
EXISTING VEGETATION TO BE
SUPPLEMENTED TO TOWN OF
APEX TYPE 'B' STANDARD
NON-VEGETATED
PORTION OF BUFFER
TO BE PLANTED TO
TOWN OF APEX TYPE
'A' STANDARD
NON-VEGETATED
PORTION OF BUFFER
TO BE PLANTED TO
TOWN OF APEX TYPE
'A' STANDARD
NON-VEGETATED PORTION OF
BUFFER TO BE PLANTED TO TOWN
OF APEX TYPE 'A' STANDARD
40' CANOPY
TREE RADIUS
(18)LS (17)QN
(1)UP
(6)ICB
(2)MV
(4)CJY
(2)QP
(1)INS
(3)MV
(8)QP
(4)MV
(11)CJY
(3)QP
(3)MV
(2)INS
(8)OF
(2)NS (2)AAB
(15)MC (10)OF
(15)MC
(10)OF (15)MC
(10)OF
(15)MC
(10)OF (15)MC
(9)OF
(9)OF
(14)AAB
(7)NS
(15)MC
(10)OF
(15)MC
(10)OF
(15)MC (10)OF
(15)MC
(10)OF
(15)MC
SAMPLE AREA 'A'
SEE SHEET L-02
SAMPLE AREA 'B'
SEE SHEET L-02
SAMPLE AREA 'C'
SEE SHEET L-02
SAMPLE AREA 'D'
SEE SHEET L-02
(NS) BLACK GUM
(QP) WILLOW OAK
(UP) LACEBARK ELM
(QN) NUTTALL OAK
(LS) SIOUX CRAPE MYRTLE
(AAB) SERVICEBERRY
(MGB) SOUTHERN MAGNOLIA
(CJY) CRYPTOMERIA
(INS) NELLIE STEVEN'S HOLLY
(MV) SWEETBAY MAGNOLIA
(ICB) DWARF BURFORD HOLLY
(OF) FORTUNE'S OSMANTHUS
(MC) WAX MYRTLE
LANDSCAPE LEGEND
1.ALL LANDSCAPING IS TO BE INSTALLED IN ACCORDANCE WITH TOWN OF APEX
STANDARDS.
2.ALL LANDSCAPING IS REQUIRED TO BE INSTALLED PRIOR TO A CERTIFICATE OF
OCCUPANCY FOR THE PROJECT, OR IN THE CASE OF PHASED DEVELOPMENT, FOR THE
PHASE OF THE PROJECT, IF THE APPLICANT CHOOSES TO DELAY THE INSTALLATION OF
LANDSCAPING FROM APRIL 1 THROUGH SEPTEMBER 1, THEN THE APPLICANT SHALL
PROVIDE A CASH BOND EQUAL TO 150 PERCENT OF THE COST OF MATERIALS AND
INSTALLATION, BASED ON THE HIGHEST ESTIMATE RECEIVED, TO ENSURE INSTALLATION
OF THE REQUIRED LANDSCAPING.
3.REQUIRED BUFFERS MUST MEET THE MINIMUM OPACITY REQUIREMENTS FOR THE
PARTICULAR BUFFER TYPE AS DESCRIBED IN SECTION 8.2.6 OF THE UDO.
4.ANY VEGETATION THAT IS DEAD, SUBSTANDARD, UNHEALTHY, OF POOR STRUCTURAL
QUALITY, OR MISSING, SHALL BE REPLACED IN CONFORMANCE WITH TOWN STANDARDS.
5.ALL PLANT MATERIAL SHALL BE ALLOWED TO REACH THEIR MATURE SIZE AND
MAINTAINED AT THEIR MATURE SIZE. PLANTS SHALL NOT BE CUT OR SEVERELY PRUNED
SO THAT THEIR NATURAL FORM IS IMPAIRED.
6.ALL SLOPES GREATER THAN 3:1 BUT LESS THAN 2:1 SHALL BE STABILIZED WITH
PERMANENT SLOPE RETENTION OR A SUITABLE COMBINATION OF PLANTINGS AND
RETENTION DEVICES.
7.SLOPES EQUAL TO 3:1 SHALL BE STABILIZED WITH PERMANENT GROUNDCOVER, NOT
WITH TURF GRASS.
8.ALL PLANT SIZES SHOWN IN SCHEDULES ARE THE MINIMUM SIZE AT TIME OF PLANTING.
9.THE LOCATION OF LOT LANDSCAPING SHOWN MAY BE ADJUSTED WITHIN THE LOT
PROVIDED IT DOES NOT CONFLICT WITH THE RIGHT-OF-WAY OR ANY UTILITY
EASEMENTS.
10.ALL BUFFERS MUST BE PLANTED IN ORDER TO RECEIVE A CERTIFICATE OF OCCUPANCY.
IF A PROJECT IS PHASED, THEN THE BUFFERS SHOWN ON THAT PHASE MUST BE
PLANTED FOR ANY BUILDING IN THAT PHASE TO RECEIVE A CERTIFICATE OF
OCCUPANCY.
TYPICAL INDIVIDUAL LOT PLANTING LAYOUT
NOT TO SCALE
(1) TREE PER LOT TO BE PLANTED AT
THE FRONT OF THE LOT PER PLAN
(2)SHRUBS (IVN) PER LOT TO
BE PLANTED IN THE FRONT
RESIDENCE
LANDSCAPE NOTES
(10)OF
(15)MC
(2)AAB
(1)NS (10)OF
(14)MC
NON-VEGETATED PORTION
OF BUFFER TO BE
PLANTED TO TOWN OF
APEX TYPE 'B' STANDARD
(3)INS
(3)INS
(3)CJY
(2)MGB
(5)MV
(5)MV
(1)MGB
(1)INS
(1)INS
(2)INS
(3)INS
(4)MGB
(IVN) DWARF YAUPON HOLLY
MONUMENT EASEMENT
MONUMENT EASEMENT
10'X70' SDT
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 2752 6
[phone]
[phone]CURRY E N G IN
E
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D:\SOUTHWELL DESIGN, PLLC\^PROJECTS\CURRY ENGINEERING\TULLAMORE SUBDIVISION\CAD\L-02 LANDSCAPE DETAILS.DWGPLOTTED: 5/15/2020 9:12 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT
OCTOBER 1, 2019
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
JS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.414.4780 (m)
Contact: Mick Michael
[e-mail]
RESPONSE TO COMMENTS2019-12-06A
RESPONSE TO COMMENTS2020-01-10B
RESPONSE TO COMMENTS2020-02-07C
3/9/2020
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
NONE
LARGE DECIDUOUS & EVERGREEN TREES; 15' O.C.
SEE LANDSCAPE PLAN FOR LAYOUT
AERIAL VIEW
1" = 200'
AREA 'A'
EXISTING VEGETATION TO BE SUPPLEMENTED WITH EVERGREEN SHRUBS TO PROVIDE A
SEMI-OPAQUE SCREEN FROM THE GROUND TO A HEIGHT OF 3' TO 6'
AREA 'B'
EXISTING VEGETATION TO BE SUPPLEMENTED WITH EVERGREEN SHRUBS TO PROVIDE A
SEMI-OPAQUE SCREEN FROM THE GROUND TO A HEIGHT OF 3' TO 6'
AREA 'C'
EXISTING VEGETATION TO BE SUPPLEMENTED WITH EVERGREEN SHRUBS TO PROVIDE A
SEMI-OPAQUE SCREEN FROM THE GROUND TO A HEIGHT OF 3' TO 6'
AREA 'D'
EXISTING VEGETATION TO BE SUPPLEMENTED WITH EVERGREEN SHRUBS TO PROVIDE A
SEMI-OPAQUE SCREEN FROM THE GROUND TO A HEIGHT OF 3' TO 6'
120
PLAN
120
120
L-02.1 STANDARD DECIDUOUS TREE PLANTING DETAIL
SCALE: NONE
L-02.2 STANDARD SHRUB & GROUNDCOVER PLANTING DETAIL
SCALE: NONE
SOIL PREP. TO EXTEND 6' MIN.
L-02.3 STANDARD EVERGREEN TREE PLANTING DETAIL
SCALE: NONE
20'
100'
20'
100'
TYPE 'A' OPAQUE BUFFER DETAIL - 100% PLANTED; TYPICAL
1" = 20'
TYPE 'B' SEMI-OPAQUE BUFFER DETAIL - 100% PLANTED; TYPICAL
1" = 20'NOTE:IF EXISTING VEGETATION IS TO BE SUPPLEMENTED, SEE SHEET L-01
LARGE EVERGREEN SHRUBS; OPAQUE SCREEN
SEE LANDSCAPE PLAN FOR LAYOUT
LARGE DECIDUOUS TREE; 40' O.C.
SEE LANDSCAPE PLAN FOR LAYOUT
UNDERSTORY TREE; 20' O.C.
SEE LANDSCAPE PLAN FOR LAYOUT
EVERGREEN SHRUB; 8' O.C.
SEE LANDSCAPE PLAN FOR LAYOUT
BUILDING LANDSCAPE REQUIREMENTS
REQUIREMENT:1 TREE & 2 SHRUBS PER LOT
35 LOTS
REQUIRED:35 TREES & 70 SHRUBS
PROVIDED:35 TREES & 70 SHRUBS
VEHICULAR USE AREA LANDSCAPE REQUIREMENTS
REQUIRED:ALL PARKING SPACES WITHIN 40' OF A CANOPY TREE
PARKING TO BE SCREENED FROM VIEW WITH EVERGREEN HEDGE
PROVIDED:ALL PARKING SPACES ARE WITHIN 40' OF A CANOPY TREE
PARKING IS SCREENED FROM VIEW WITH EVERGREEN HEDGE
BUFFERS
TYPE A OPAQUE
REQUIREMENT:THIS BUFFER FUNCTIONS AS AN OPAQUE SCREEN FROM THE GROUND TO A
HEIGHT OF AT LEAST 6 FEET. PLANTINGS OF DECIDUOUS AND EVERGREEN TREES
SHALL OBTAIN A HEIGHT AT MATURITY OF BETWEEN 18 AND 60 FEET AND HAVE NO
UNOBSTRUCTED OPENINGS BETWEEN TREE CANOPIES AT MATURITY. LARGE
TREES SHALL BE SPACED NO WIDER THAN 15 FEET AT TIME OF PLANTING.
SCREENING PLANTS FOR THE TYPE A BUFFER SHALL BE EVERGREEN AND
BETWEEN 5 AND 6 FEET TALL AT THE TIME OF INSTALLATION. AT LEAST 50% OF
THE REQUIRED TREES AND 100% OF THE REQUIRED SHRUBS SHALL BE
EVERGREEN SPECIES.
PROVIDED:SEE LANDSCAPE PLAN
TYPE B SEMI-OPAQUE
REQUIREMENT:THIS BUFFER SERVES AS A SEMI-OPAQUE SCREEN FROM THE GROUND TO A
HEIGHT OF BETWEEN 3 AND 6 FEET WITH OPENINGS NO GREATER THAN 10 FEET.
TREES SHALL OBTAIN A HEIGHT OF BETWEEN 18 AND 40 FEET AT MATURITY AND
HAVE NO UNOBSTRUCTED OPENINGS GREATER THAN 20 FEET BETWEEN
CANOPIES AT MATURITY. LARGE TREES SHALL BE SPACED NO WIDER THAN 40
FEET AT TIME OF PLANTING, AND SMALL TREES SHALL BE SPACED NO MORE THAN
20 FEET. AT LEAST 75% OF THE REQUIRED SHRUBS MUST BE EVERGREEN
SPECIES.
PROVIDED:SEE LANDSCAPE PLAN
LANDSCAPE CALCULATIONS
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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H C A R O LINAE S T .1 0
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Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-01 SITE DETAILS I.DWGPLOTTED: 5/15/2020 11:32 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
SCALE:
1
D-01
TREE PROTECTION FENCE
NTS
2"
10"
4", TYPICAL
1"
3"
RAIL
FINISHED
(TYP.)
CONC. FOOTING
3000 PSI12"4"
2'-0"
(TYP.)
CONC. FOOTING
3000 PSI12"4"
2'-0"
x16GA.
x12GA.
PICKET
POST
GRADE
STANDARD LEAF WIDTH
PER MANUFACTURER - MAX 8'
48"
NOTES:
1.FENCE SHALL BE ALUMINUM POWER COATED WITH BLACK PAINT.
2.DIMENSIONS MAY VARY. MAX HEIGHT IS 48".
RAIL
SCALE:
5
D-01
DECORATIVE FENCE
NTS
SPACER
RUBBER
12"
6"
4"
4"
47 1/4"48 3/16"
62 9/16"
17 7/8"
61 5/8"
17" PEDESTAL
10"
12"
14 3/8"
10"
16 5/8"
1P
6
8
7
5
4
3
2
1
OUTGOING MAIL
11
30 1/4"
12 7/8"
30 1/2"
3 1/4""
14
13
12
15
16
17
18
4"
2P
9
10 19
SCALE:
3
D-01
CLUSTER MAIL BOX
NTS
COLOR OF KIOSK TO
BE PER OWNER'S
REQUEST
NOTES:
1.MULTIPLE UNIT BOXES MAY BE NEEDED
TO SUPPLY NUMBER OF UNITS
2. COLOR: BLACK
SCALE:
2
D-01
RETAINING WALL DETAILS
NTS
D-01SITE DETAILS I
N.T.S
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
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 APEX.
3.RETAINING WALL BLOCK SHALL BE KEYSTONE COMPAC HEWNSTONE UNIT OR
APPROVED EQUAL.
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"
COLOR SAMPLE
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
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Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-02 SITE DETAILS II.DWGPLOTTED: 5/15/2020 11:32 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
R1
A A
SECTION "A-A"
TOWN OF APEX
STANDARDS CUL-DE-SAC 300.02
STD. NO.
SHEET 1 OF 1EFFECTIVE: NOVEMBER 20, 2007
R1
R2
LC
RIGHT OF WAY
ROADWAY
R2
RESIDENTIAL 37.5'47'
NON-RESIDENTIAL
CLASSIFICATION R1 R2
45'55'
RIGHT OF WAY
BACK OF CURB
32.5' R
25' R
12:1 MAX. RAMP SLOPE
VAR.4' MIN.
4"
SIDEWALK
0.02 (MAX)
UTILITY STRIP
0.04 (TYP.)
MIN. DROP
CURB
4'5'
CURB
TRANSITION
TOWN OF APEX
STANDARDS CURB RAMP 300.09
STD. NO.
SHEET 1 OF 3EFFECTIVE: DECEMBER 18, 2012
ISOMETRIC VIEW
SECTION A-A
SECTION B-B
SIDEWALK
TOP OF CURB
GUTTER
12:1 MAX. SLOPE
A
A
PROPOSED OR FUTURE
SIDEWALK (5' STD.)
4' MIN.
2'
B
B
EXISTING, PROPOSED, OR
FUTURE SIDEWALK (5' STD.)
A
A
2'
2' DETECTABLE WARNING SURFACE
4"
MIN. RAMP
WIDTH
4'6" CURB
TOP OF CURB
GUTTER
12:1 MAX. RAMP SLOPE
2' DETECTABLE WARNING SURFACE
6" CURB
B
B
SECTION B-BISOMETRIC VIEW
DETECTABLE
WARNING
SURFACE
BASE DIAMETER
0.9"R TO 1.4'R
TOP DIAMETER
50-65% OF BASE
DIAMETER
NOTES:
1.RAMPS WITH FLARED SIDES WILL BE USED WHEN NEEDED FOR PEDESTRIAN CIRCULATION
(SEE DETAIL ABOVE).
2.RAMPS WITH RETURNED CURB WILL BE USED WHEN FLARED SIDES ARE NOT NEEDED FOR
PEDESTRIAN CIRCULATION (SEE DETAIL BELOW).
3.DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP
FLOOR.
4.DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE,
EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT SEQUENCE
2'-0"
DETECTABLE WARNING DOMES
0.65 MIN.
0.2"
1.6"-2.4"
SECTION A-ACONSTRUCT
ROUNDED
CORNERS
1
2" EXPANSION
JOINT
1
2" EXPANSION
JOINT
1
2" EXPANSION JOINT
* RAMP WIDTH WILL MATCH
SIDEWALK WIDTH
5'
CURB
TRANSITION
4' MIN.*
DETECTABLE
WARNING
SURFACE
3' x 4' MIN. LANDING
3' MIN.
TOWN OF APEX
STANDARDS CURB RAMP 300.09
STD. NO.
SHEET 2 OF 3EFFECTIVE: DECEMBER 18, 2012
DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS,
PEDESTRIAN CROSSWALKS, & STOP LINES
RESIDENTIAL STREETS COLLECTORS & THOROUGHFARES
4'
6'
4'
STOPBAR
4'
6'
PEDESTRIAN
CROSSWALKSTOPBAR
4'x4' CLEAR SPACE MUST FALL
WITHIN CROSSWALK LIMITS
(TYP.)
CROSSWALK LINES SHALL BE OFFSET 4'
MINIMUM FROM THE NEAREST PARALLEL
EDGE OF TRAVEL LANE
PEDESTRIAN CROSSWALK 2' CURB MIN.
BETWEEN
RAMPSSEE SHEET 3
TOWN OF APEX
STANDARDS CURB RAMP 300.09
STD. NO.
SHEET 3 OF 3EFFECTIVE: DECEMBER 18, 2012
NOTES:
1.FOR RAMPS WITH RETURNED CURB, PLACE DETECTABLE WARNING DOMES ON RAMP IF LEVEL LANDING IS LESS THAN 5 FEET DEEP. PLACE DETECTABLE
WARNING DOMES ON LEVEL LANDING IF LANDING IS MORE THAN 5 FEET DEEP.
2.CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
3.USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
4.ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
5.THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THAT A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
WITHIN THE PEDESTRIAN CROSSWALK LINES.
6.STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE
REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE
PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT
SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT PROVIDED, LOCATE AS DIRECTED BY THE ENGINEER.
7.TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
8.ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
LEVEL LANDING
>5'
LEVEL LANDING
<5'
RAMP
RAMPDETECTABLE
WARNING
DOMES
DETECTABLE
WARNING
DOMES
D-02SITE DETAILS II
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-03 SITE DETAILS III.DWGPLOTTED: 5/15/2020 11:32 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
D-03SITE DETAILS III
6"
2'
1'-6"2'-0"6"
2'-6"
PLAN
FRONT END
TOWN OF APEX
STANDARDS METHOD OF ENDING CURB 300.05
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
SCORE FULL WIDTH OF
CURB & GUTTER TO 11
2"
DEEP
1/4"
1/2"
4" MIN
VARIES 5'-0"1'
PLAN VIEW
TRANSVERSE EXPANSION JOINT
TYPICAL SECTION
NOTES:
1.TRANSVERSE EXPANSION JOINTS SHALL BE SPACED 50' MAXIMUM.
2.CONTRACTION JOINTS SHALL BE SPACED 5' MAXIMUM.
3.ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
4.ALL CONCRETE SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE ACI.
5.SIDEWALK EASEMENT REQUIRED WHEN SIDEWALK IS OUTSIDE PUBLIC RIGHT OF WAY.
SIDEWALK
TOWN OF APEXSTANDARDS
STANDARD CONCRETE SIDEWALK
4.06
STD. NO.
SHEET 1 OF 1
EFFECTIVE: DECEMBER 3, 2002
2% (1
4"/ft)
UTILITY STRIP
4% (1
2"/ft)CURB AND GUTTERUTILITY STRIPRIGHT OF WAY OR SIDEWALK EASEMENTTOWN OF APEX
STANDARDS CONCRETE SIDEWALK 300.08
STD. NO.
SHEET 1 OF 1EFFECTIVE: MARCH 7, 2017 SIDEWALKCUT OR FILL
SLOPE
SHALL NOT
EXCEED 2:1
CURB AND GUTTER
JOINT SEALER SIDEWALK SURFACE
JOINT FILLER
1
8" RAD
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-04 WATER DETAILS I.DWGPLOTTED: 5/15/2020 11:32 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
18"
24"
4" MIN
6" MAX
FLOW
12"
TOWN OF APEX
STANDARDS 3/4" & 1" BACKFLOW METER ASSEMBLY 600.01
STD. NO.
SHEET 1 OF 2EFFECTIVE: DECEMBER 18, 2012
METER BOX - HDPE
DEPTH 18 INCHES MINIMUM
3
4" OR 1" METER
ANGLED
METER STOP
(LOCKABLE)
COPPER
METER
SETTER
3" MIN.
#67 STONE
TYPE 'K' COPPER TUBING
DUAL ANGLE
CHECK VALVE
45°
BOTTOM OF DITCH LINE
1'5' SQUARE
EASEMENTR/WEASEMENT LINETOWN OF APEX
STANDARDS 3/4" & 1" METER BOX ASSEMBLY 600.01
STD. NO.
SHEET 2 OF 2EFFECTIVE: DECEMBER 18, 2012
ROADWAY
4' MIN
CURB & GUTTER
COMPACTED BACKFILL
DO NOT EXCEED 45° ANGLE
SERVICE CONNECTION TO
METER BOX TO BE TYPE 'K'
SOFT COPPER EXTENDED 18"
MIN. AND/OR TO THE BOTTOM
OF DITCH LINE AND TURNED
TOWARD CONNECTION
POLY OR COPPER
SERVICE LINE
TRANSITION
COUPLING
IF REQ'D.
SIDEWALK
WATER MAIN
AS SPECIFIED
TAPPING SADDLE
AS SPECIFIED
TYPE 'K' SOFT
COPPER PIPE
METER BOX - HDPE
DEPTH 18 INCHES MINIMUM
TOWN OF APEX
STANDARDS BLOW-OFF ASSEMBLY 600.04
STD. NO.
SHEET 1 OF 1EFFECTIVE: JANUARY 22, 2014
BLIND FLANGE W/ 2" THREADED PLUG STANDARD MANHOLE RING & COVER
MINIMUM 4" CLEARANCE
UNDER & ABOVE FLANGE
GROUND LINE OR
PAVEMENT
MECHANICAL JOINT 90°
BEND W/ GRIP RING
ACC.
3000 PSI CONCRETE
FOR TEMPORARY BLOWOFF, CONCRETE
BLOCKING BEHIND BEND ONLY
BOLTS SHALL BE 3
4" HOT
DIPPED GALVANIZED
6"-8"
PROPERTY/PHASE LINE
5' MIN.
10' MAX.10' MAX.
BLOWOFF VALVE
SAME SIZE
AS MAIN
1'
CONCRETE RISER RINGASPHALT BASE
ROADWAY
2'-0" MIN
5'-0" MAX
3'-6" MIN
18" MIN
24" MAX
6" D.I.P.
NOTE:
TOP OF BLOCKING TO
BE 2" BELOW HYDRANT
WEEP HOLES
NOTES:
1.HYDRANT TO BE PLACED WITH PUMPER
NOZZLE FACING THE CLOSEST CURB.
2.HYDRANT TO BE PAINTED ONE COAT OF
RED AFTER INSTALLATION.
3.WATER SERVICES SHALL NOT BE
PERMITTED ON HYDRANT LEGS.
TOWN OF APEX
STANDARDS HYDRANT INSTALLATION 600.05
STD. NO.
SHEET 1 OF 1EFFECTIVE: NOVEMBER 20, 2007
CURB & GUTTER
CAST IRON
VALVE BOX
COMPACTED BACKFILL
FINISH GRADE
MINIMUM 8 C.F.
#57 STONE
CONCRETE THRUST
BLOCK
1
3 C.Y. AT 3000 PSI
UNDISTURBED
SOIL
5
8" BRIDLE ROD
& ROD COLLAR
6" GATE VALVEWATER MAIN
CONCRETE THRUST
BLOCK
1
3 C.Y. AT 3000 PSI
CURB AND GUTTER
2' MIN. - 5' MAX.
14' MIN.
25' MAX.
ALL DIMENSIONS ARE TO BACK OF CURB
TOWN OF APEX
STANDARDS HYDRANT LOCATION 600.06
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
2'
2'
MAIN
SECTION
PLAN
NOTES:
1.IN CASES WHERE MAX. VALVE BOX HEIGHT IS
EXCEEDED, USE 6" DIP AS A PROTECTIVE SLEEVE.
2.ALL VALVE BOXES AND COVERS SHALL MEET ASTM
A48, GRADE 35B IRON REQUIREMEMNTS.
TOWN OF APEX
STANDARDS VALVE BOX INSTALLATION 600.08
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 21, 2010
VALVE BOX & COVER
3000 PSI
CONCRETE
ENCASEMENT
COMPACTED
BACKFILL
VALVE BOX SHALL NOT
CONTACT MAIN OR VALVE
ASPHALT BASE
CONCRETE
BLOCKING
3000 PSI CONCRETE ENCASEMENT
(OUTSIDE PAVEMENT)
OR
ASPHALT (INSIDE PAVEMENT)
VALVE BOX
& COVER
ASPHALT SURFACE
PAVED AREAS UNPAVED AREAS
4"
6"
1'1'
3"
D-04WATER DETAILS I
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-05 WATER DETAILS II.DWGPLOTTED: 5/15/2020 11:32 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
4"
5 3/4"
5 1/4"
MANUFACTURER
USA
MODEL
MO/DY/YR
TOWN OF APEX
STANDARDS VALVE COVER 600.09
STD. NO.
SHEET 1 OF 1EFFECTIVE: NOVEMBER 20, 2007
SECTION VIEW
BOTTOM VIEW
FRONT VIEW
TOP VIEW
COVER WEIGHT: 16 LBS
TOP VIEW
FIRE LINE
TOWN OF APEX
DO NOT CLOSEWATER
(2) PICKHOLES
1" LETTERS
RECESSED FLUSH
7/16"
1 1/8"
(2) PICKHOLES
1/4" LETTERS
RECESSED FLUSH
1 1/8"
7 5/16"
2"
4"
MANUF
7/16"
3 1/2"
MANUF
90° BEND45° BEND22-1/2° BEND11-1/4° BENDMINIMUM CONCRETE BLOCKING (C.Y.)*
NOTE: WRAP FITTINGS IN 6 MIL PLASTIC BEFORE POURING CONCRETE
* CONCRETE SHALL BE 3000 PSI
4
6
8
10
12
14
16
18
20
24
0.1
0.2
0.2
0.3
0.4
0.7
0.7
0.9
1.1
1.7
0.1
0.2
0.3
0.5
0.6
0.9
0.9
1.2
1.6
2.3
0.1
0.1
0.2
0.3
0.5
0.6
0.6
0.7
1.1
1.6
0.1
0.1
0.1
0.2
0.3
0.5
0.5
0.6
0.7
0.9
0.1
0.1
0.1
0.2
0.3
0.5
0.5
0.6
0.7
0.9
TOWN OF APEX
STANDARDS REACTION BLOCKING 600.13
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
UNDISTURBED EARTH TEES & DEADENDSNOM. PIPE DIA.(INCHES)FINISHED GRADE / SUBGRADE
NOTES:
1.NO STONES SHALL BE INCLUDED IN THE BACKFILL MATERIAL FOR AT LEAST 2 FEET ABOVE THE TOP OF THE PIPE.
2.PROVIDE RECESSES TO RECEIVE PIPE BELL.
3.UNDERCUT UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER AND BACKFILL WITH APPROVED MATERIAL.
4.WHERE NECESSARY, TEMPORARILY DIVERT SURFACE WATER TO MAINTAIN A DRY CONDITION IN THE PIPE FOUNDATION. DIRECT THIS
TEMPORARY FLOW INTO SUITABLE EROSION CONTROL DEVICES.
TOWN OF APEX
STANDARDS WATER MAIN PIPE BACKFILLING 600.21
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 18, 2012
BACKFILL
INITIAL LIFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFFIC AREAS: 6" MAX. LIFTS
COMPACTION: 95% MAX. DRY DENSITY
(STANDARD PROCTOR)
3' MIN.
TRENCH WIDTH
MIN: PIPE OUTSIDE DIA. +8" EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
D-05WATER DETAILS II
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-06 SANITARY SEWER DETAILS I.DWGPLOTTED: 5/15/2020 11:33 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
6"
CLASS A BEDDING
REQUIRED FOR DEPTHS ≤ 16 FEET
FINISHED GRADE / SUBGRADE
NOTES:
1.FOR TRENCHES REQUIRING SHORING & BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE
OF THE SHORING & BRACING.
2.INSTALLATIONS > 13 FEET AND < 20 FEET DEPTH SHALL BE DIP OR C900 DR 18.
TOWN OF APEX
STANDARDS SANITARY SEWER PIPE BEDDING & BACKFILLING 700.01
STD. NO.
SHEET 1 OF 1EFFECTIVE: JULY 21, 2015
TRENCH WIDTH
MIN: PIPE OUTSIDE DIA. +8" EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
FINISHED GRADE / SUBGRADE
6"
CLASS B BEDDING
REQUIRED FOR DEPTHS > 16 FEET
METALLIC LOCATOR TAPE SHALL
BE INSTALLED 18" BELOW
FINISHED GRADE FOR ALL PVC
MAINS
BACKFILL
NO. 57 OR 67 STONE6"
TRENCH WIDTH
MIN: PIPE OUTSIDE DIA. +8" EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
INITIAL LIFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFFIC AREAS: 6" MAX. LIFTS
COMPACTION: 95% MAX. DRY DENSITY
(STANDARD PROCTOR)
3' MIN. COVER - NON-TRAFFIC
4' MIN. COVER - TRAFFIC
3' MIN. COVER - NON-TRAFFIC
4' MIN. COVER - TRAFFIC
5'-0" I.D.
4" MIN
24" DIA
1'-0"
TOWN OF APEX
STANDARDS PRECAST MANHOLE 700.04
STD. NO.
SHEET 1 OF 3EFFECTIVE: JULY 21, 2015
NOTES:
1.FOR DEAD-END MANHOLES, THE
INVERT SHALL BE EXTENDED
THROUGH THE MANHOLE.
2.ON THE INTERIOR OF THE MANHOLE,
ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH NON-SHRINK
GROUT.
3.ON THE INTERIOR OF ALL MANHOLES,
ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH PRECO-PLUG
QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL MANHOLES,
ALL JOINTS BETWEEN SECTIONS
SHALL BE CONTINUOUSLY WRAPPED
WITH 12" WIDE WATERPROOF
BITUMINOUS TAPE.
5.SEWER MANHOLES WITHIN 1200 FEET
OF FORCE MAIN CONNECTION SHALL
HAVE INTERIOR EPOXY COATED.
22" MAX.
FRAME SHALL BE SEALED
WITH RUBBER "O" RING
AND BOLTED TO MANHOLE
GRADE RINGS
AS REQUIRED
(2 COURSES MAX.)
MIN.HGT.= 3-1/2"
MIO.MAX. HGT.= 12"
CONE SECTION
HGT.= 3' OR 4'
INTERMEDIATE SECTION
AS REQUIRED
HGT.= 16", 32", OR 48"
MONOLITHIC LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HGT.
WATERTIGHT JOINT MANHOLE OPENING AS
PER PLANS (BY MANUFACTURER)
SLOPE 1
4" PER FOOT
SHAPED INVERT
CONCRETE OR
MASONRY
8" NO. 57 STONE
4000 PSI CONCRETE
(REINF.NOT SHOWN)
MIN.AS=0.12 IN²/FT
TONGUE & GROOVE JOINT
WITH RUBBER 'O'- RING
OR RAM-NECK
CAST IRON RING & COVER
16" TYP.
21" DIA.
23 1/2" DIA.
MO/
D
Y
/
Y
R
1"
33 1/4" DIA.
25 15/16" DIA.MO/DAY
/YR
21 13/16" DIA.
25 1/16" DIA.
23 11/16" DIA.
MADE

I
N

U
S
A
150 LBSFRAME
280 LBS
130 LBS
TOTAL
COVER
MIN. AVG. WT.
THE FOLLOWING MANHOLE COVERS SHALL HAVE VENT HOLES:
·SANITARY SEWER
·STORM SEWER
THE FOLLOWING MANHOLE COVERS SHALL NOT HAVE VENT HOLES:
·WATER VALVES
·WATER AIR-RELEASE VALVES
·FORCEMAIN AIR-RELEASE VALVES
BOTTOM VIEW
FRAME SECTIONCOVER SECTION
TOWN OF APEX
STANDARDS
MANHOLE RING & COVER
(PAVED AREAS)700.05
STD. NO.
SHEET 1 OF 2EFFECTIVE: DECEMBER 18, 2012
11/16"
7 1/2"1"
2 3/4"
W
A T E R
1" LETTERING
RECESSED
(2)1" DIA.
VENT HOLES
NAME OF
MANUFACTORER
(2)OPEN
PICKHOLES
3
4" LETTERING
RECESSED
11
4" LETTERING
RECESSED
NAME OF MANUFACTURER
M A N U F A C T U
R
E
R
M A N U F A C T U R
E
R
M A N U F A C T U
R
E
R
STANDARD MANHOLE
RING & COVER
PLAN SECTION
FOR MANHOLES LOCATED WITHIN PAVED AREAS ONLY
TOWN OF APEX
STANDARDS MANHOLE RING & COVER ENCASEMENT 700.06
STD. NO.
SHEET 1 OF 2EFFECTIVE: JANUARY 22, 2014
1'
ASPHALT BASE
(DEPTH PER
PAVEMENT
DESIGN)
STANDARD MANHOLE CONE
1'
STONE BASE ASPHALT SURFACE
4'-0" to 8'-0" I.D.
4" MIN
1'-0"
TOWN OF APEX
STANDARDS
STD. NO.
EFFECTIVE: DECEMBER 18, 2012
PROPOSED GRADE
TONGUE & GROOVE JOINT
WITH RUBBER 'O'RING
OR RAM-NECK
4000 PSI CONCRETE
(REINFORCEMENT NOT SHOWN)
MIN AS=0.12 IN²/FT
MANHOLE OPENINGS AS
PER PLANS (BY MANUFACTURER)
SLOPE 1
4"PER FOOT
SHAPED INVERT
CONCRETE OR MASONRY
8" NO.57 STONE
WATERTIGHT
JOINT
MONOLITHIC LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HEIGHT
INTERMEDIATE SECTION
AS REQUIRED
HEIGHT= 16", 32", OR 48"
2'-0" MIN
1'-4" TYP.
PRECAST MANHOLE (OUTFALLS)700.04
SHEET 2 OF 3
BOLTED FRAME & SWING LID
SEE DETAIL 700.05 (2 OF 2)
MANHOLES >3' ABOVE GRADE
REQUIRE EXTERIOR STEPS
NOTES:
1.FOR DEAD-END MANHOLES, THE
INVERT SHALL BE EXTENDED
THROUGH THE MANHOLE.
2.ON THE INTERIOR OF THE MANHOLE,
ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH NON-SHRINK
GROUT.
3.ON THE INTERIOR OF ALL MANHOLES,
ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH PRECO-PLUG
QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL MANHOLES,
ALL JOINTS BETWEEN SECTIONS
SHALL BE CONTINUOUSLY WRAPPED
WITH 12" WIDE WATERPROOF
BITUMINOUS TAPE.
5.SEWER MANHOLES WITHIN 1200 FEET
OF FORCE MAIN CONNECTION SHALL
HAVE INTERIOR EPOXY COATED.
D-06SANITARY SEWER DETAILS I
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-07 SANITARY SEWER DETAILS II.DWGPLOTTED: 5/15/2020 11:33 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
D-07SANITARY SEWER DETAILS II
GROUTED INVERT
ELEVATION
NOTES:
1.THE SEWER LINE ENTERING A DROP
MANHOLE SHALL BE CONTINUOUS
MATERIAL FROM THE UPSTREAM
MANHOLE.
2.ONE INSIDE DROP PERMITTED WITHIN A
5'Ø MANHOLE. TWO INSIDE DROPS
PERMITTED WITHIN A 6'Ø MANHOLE.
3.A DROP MANHOLE IS REQUIRED WHEN
THE DIFFERENCE BETWEEN INVERTS
EXCEEDS 24".
4.ALL JOINTS WITHIN THE MANHOLE SHALL
BE OF THE MECHANICAL JOINT TYPE.
5.INSIDE DROP PIPE DIAMETER SHALL BE
THE SAME AS THE INFLOW SEWER LINE
DIAMETER.
6.STAINLESS STEEL STRAPPING SHALL BE
1" WIDE BY 1/8" THICK AND ATTACHED TO
THE MANHOLE WALL WITH MASONRY
ANCHORS.
TOWN OF APEX
STANDARDS DROP MANHOLE 700.07
STD. NO.
SHEET 1 OF 1EFFECTIVE: JULY 21, 2015
MOLDED GASKETED PIPE CROSS
NON-SHRINK GROUT
SEWER LINE
STAINLESS STEEL STRAP 3' OC MAX
(ANCHORED TO MANHOLE WALL)
90 DEGREE BEND
8" #67 STONE
1'
CAST IRON RING & COVER
24" DIA
5' ID
16" TYP.
NOTES:
1.PIPING CONFIGURATION TO BE USED
ON ALL DROPS EXCEEDING 24".
2.DROPS TO BE CONSTRUCTED OF
A.B.S. OR P.V.C. PIPE.
3.PIPING CONFIGURATION TO BE
INSTALLED WITHIN 3" OF MANHOLE
WALL.
4.SERVICE LINE MAY NOT ENTER
MANHOLE THROUGH CONE SECTION
OR ANY JOINT.
5.STAINLESS STEEL STRAPPING SHALL
BE 1" WIDE BY 1/8" THICK AND
ATTACHED TO THE MANHOLE WALL
WITH MASONRY ANCHORS.
6"
6"
TOWN OF APEX
STANDARDS DROP MANHOLE FOR SEWER SERVICE 700.08
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 21, 2010
3"
OPEN END
TEE
DOWNSPOUT
MAIN LINE
90DEGREE BEND
MANHOLE WALL
SERVICE LINE
NON SHRINK GROUT
MANHOLE BOTTOM
POSITIVE GRADE TO DRAIN
INVERT
STAINLESS STEEL
STRAPS
AT 3' OC MAX
90° BEND
MANHOLE WALL
DOWNSPOUT
NON
SHRINK
GROUT
OPEN END
TEE
MANHOLE BOTTOM
INVERT
MINIMUM GRADE OF 1/4" PER FOOT
R/W
GROUND LINE
1/2 EASEMENT WIDTH
NOTES:
1.ALL PIPE AND FITTINGS SHALL BE OF A
CONSISTENT MATERIAL THROUGHOUT THE ENTIRE
SERVICE. EXCEPTION: STAND PIPE MAY
TRANSITION TO SCH 40 PVC AT TOP OF WYE.
2.SERVICE SADDLES SHALL BE A ROMAC INDUSTRIES
STYLE 'CB' OR EQUAL.
TOWN OF APEX
STANDARDS
4" SANITARY SEWER TAP & SERVICE FOR SEWER
MAINS OVER 13' DEEP 700.10
STD. NO.
SHEET 1 OF 1EFFECTIVE: JULY 21, 2015
DEPTH ≤ 16 FEET - CLASS "A" BEDDING
·UNDERCUT TRENCH BOTTOM 6 INCHES
MINIMUM BELOW PIPE
·FILL PIPE TO SPRING LINE WITH NO. 57 OR
67 STONE
DEPTH > 16 FEET - CLASS "B" BEDDING
·UNDERCUT TRENCH BOTTOM 6 INCHES
MINIMUM BELOW PIPE
·FILL TO 6 INCHES ABOVE PIPE WITH NO. 57
OR 67 STONE
WYE
WATER TIGHT PLUG
1
8 BEND
SCH 40 PVC
PRIVATE SEWER TAP-DEPTH
TO SUIT LOT TOPOGRAPHY
WATER TIGHT PLUG
APPROX. SEWER
TRENCH LINE
D.I.P SEWER MAIN
1
6 OR 1
8 BEND
4" C900 DR 18
IN-LINE WYE FITTING OR APPROVED TAPPING SADDLE PROVIDED AT
TOP QUARTER OF THE MAIN
IN-LINE WYE REQUIRED FOR SANITARY SEWER SERVICES INSTALLED
WITH NEW CONSTRUCTION WHEN PARCEL AND SERVICE LOCATIONS
ARE KNOWN AND IDENTIFIED ON APPROVED PLANS
MATERIAL TRANSITION
4'-0" to 8'-0" I.D.
4" MIN
1'-0"
TOWN OF APEX
STANDARDS
STD. NO.
EFFECTIVE: DECEMBER 18, 2012
PROPOSED GRADE
TONGUE & GROOVE JOINT
WITH RUBBER 'O'RING
OR RAM-NECK
4000 PSI CONCRETE
(REINFORCEMENT NOT SHOWN)
MIN AS=0.12 IN²/FT
MANHOLE OPENINGS AS
PER PLANS (BY MANUFACTURER)
SLOPE 1
4"PER FOOT
SHAPED INVERT
CONCRETE OR MASONRY
8" NO.57 STONE
WATERTIGHT
JOINT
MONOLITHIC LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HEIGHT
INTERMEDIATE SECTION
AS REQUIRED
HEIGHT= 16", 32", OR 48"
2'-0" MIN
1'-4" TYP.
PRECAST MANHOLE (OUTFALLS)700.04
SHEET 2 OF 3
BOLTED FRAME & SWING LID
SEE DETAIL 700.05 (2 OF 2)
MANHOLES >3' ABOVE GRADE
REQUIRE EXTERIOR STEPS
NOTES:
1.FOR DEAD-END MANHOLES, THE
INVERT SHALL BE EXTENDED
THROUGH THE MANHOLE.
2.ON THE INTERIOR OF THE MANHOLE,
ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH NON-SHRINK
GROUT.
3.ON THE INTERIOR OF ALL MANHOLES,
ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH PRECO-PLUG
QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL MANHOLES,
ALL JOINTS BETWEEN SECTIONS
SHALL BE CONTINUOUSLY WRAPPED
WITH 12" WIDE WATERPROOF
BITUMINOUS TAPE.
5.SEWER MANHOLES WITHIN 1200 FEET
OF FORCE MAIN CONNECTION SHALL
HAVE INTERIOR EPOXY COATED.
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-08 STORM DRAINAGE DETAILS.DWGPLOTTED: 5/15/2020 11:33 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
SECTIONPLAN
35" MIN8"4"
35" MIN
8"
4"
VARIABLE
6 COURSES
26" X 26"
MINIMUM
OPENING
NOTE:
1. EITHER SOLID BLOCK, CONCRETE, OR PRECAST CONCRETE MAY BE USED.
2. FOR 24" R.C.P. AND LARGER--USE PIPE DIA PLUS 12" FOR MINIMUM INSIDE DIMENSION.
3. CAST IN PLACE DESIGNS TO BE SUBMITTED.
TOWN OF APEX
STANDARDS YARD INLET W/ GRATE & FRAME 500.02
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 18, 2012
STANDARD 24"X24"
GRATE & FRAME
CORBEL BRICK 1" PER
COURSE FOR 6 COURSES
GROUT
3000 PSI CONCRETE
GROUT GROUT
WEEP HOLES W/
STONE & WIRE MESH,
2" MIN. DIA.
6" MIN
STONE BEDDING
6" MIN
WATER FLOW WATER FLOWSAG
WATER FLOW SAG WATER FLOW
GRATE TYPES
TYPE 'F'TYPE 'E'TYPE 'G'
DETAIL SHOWING TYPES OF GRATES TO BE USED
ACCORDING TO WATER FLOW
TOWN OF APEX
STANDARDS GRATE PLACEMENT DETAIL FOR CATCH BASIN 500.03
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
TYPE 'G'TYPE 'E'TYPE 'F'
TYPE 'G'TYPE 'E'TYPE 'F'
RAISED ARROW
INDICATING FLOW
DIRECTION
RAISED ARROW
INDICATING FLOW
DIRECTION
DEEP TYPE
(OVER 20 FEET IN DEPTH)
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
FLAT TOP DETAIL
TOWN OF APEX
STANDARDS PRECAST MANHOLE JUNCTION BOX 500.06
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 18, 2012
STANDARD MANHOLE
RING & COVER
5"
UP TO 20'
58" Ø
FLAT TOP DETAIL
TOP DESIGNED FOR HS-20
LOADING
PLASTIC CEMENT
PUTTY OR BUTYL
RUBBER JOINTS
STANDARDS STEPS 16" ON
CENTER (TYP.)
48" MIN.60" MIN.
WEEP HOLES W/ STONE &
WIRE MESH, 2" MIN. DIA.
STONE BEDDING
70" Ø
6"
6"
BRICK & MORTAR INVERT
STANDARDS STEPS 16"
ON CENTER (TYP.)
OVER 20'
5"
12"
6"
6"
12"
TRAFFIC AREAS: ECCENTRIC CONE ONLY
NON-TRAFFIC AREAS:FLAT TOP ONLY
13 1/2"(343mm)
5 1/8"(130mm)
23 3/4"(603mm)
1 3/4"(44mm)
1 1/2"(38mm)
36 7/8"(937mm)
24"(610mm)
43"(1092mm)MADE IN USA3/4"(19mm)MADE IN USAMO/DAY/YRMNFR. NAME1 3/8"(36mm)840.03MNFR. NAMETYPE EMO/DAY/YR3 3/4"(95mm)
1 1/16"(27mm)
27 1/4"(692mm)
31 1/4"(794mm)
7"(178mm)
4"(102mm)
9 7/8"(251mm)
SEE INSET BELOW FOR LETTERING
HOOD LETTERING INSET
TOWN OF APEX
STANDARDS FRAME DETAIL FOR CATCH BASIN 500.08
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
GRATE STYLE DEPENDENT UPON
APPLICATION
REFER TO DETAIL 5.03 FOR GRATE
TYPE
(2) 1
2"-13 HEX. BOLT. HEAVY
NUT, WASHER & SPECIAL
2 x 2 x 2 x 1
4" STEEL WASHER
BOLTING SLOTS
SECTION
SECTION DUMP NO WASTE! DRAINS TO WATERWAYS
MNFR NAME MADE IN USA MO/DY/YR
SCALE:
1
D-08
FLARED END SECTION
NTS
REFER TO D-06 FOR
RIP-RAP DETAIL
END VIEW
PLAN TETC B
L = LENGTH
TABLE OF DIMENSIONS
D T A B C E L WT.
12"2-1/4"4"2'-0"4'-1"2'-0"6'-1"730
15"2-1/4"6"2'-3"3'-10"2'-0"6'-1"730
18"2-1/2"9"2'-3"3'-10"3'-0"6'-1"1190
24"3"10"3'-8"2'-6"4'-0"6'-2"1770
30"3-1/2"1'-0"4'-6"1'-8"5'-0"6'-2"2380
36"4"5'-3"2'-11"6'-0"8'-2"5320
42"4-1/2"5'-3"2'-11"6'-6"8'-2"5920
48"5"6'-0"2'-2"7'-0"8'-2"7470
54"5-1/2"5'-6"2'-10"7'-6"8'-4"8810
60"6"5'-0"3'-3"8'-0"8'-3"11180
66"6-1/2"6'-0"2'-3"8'-6"8'-3"12530
72"7"6'-6"1'-9"9'-0"8'-3"13980
1'-3"
1'-9"
2'-0"
2'-3"
2'-6"
3'-0"
3'-0"TDTTDTD+1"AT TE
CL
D 18"SECTION
CL
4"
3:1 SL
O
P
E
ALTERNATE WALL
CONFIGURATION
1'-6"
GENERAL NOTES:
1.SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2.REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3.ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4.PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5.PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6.THE DIMENSIONS FOR END SECTIONS SHALL
SUBSTANTIALLY AGREE WITH THE TABLE. MINOR
VARIATIONS WILL BE PERMITTED BASED ON THE
MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7.NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
D-08STORM DRAINAGE DETAILS
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-09 EROSION CONTROL DETAILS I.DWGPLOTTED: 5/15/2020 11:33 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
XX
1.FILL OUT TREE/PROTECTION FENCING INSTALLATION PERMIT APPLICATION (OBTAIN FROM PLANNING DEPARTMENT).
2.HAVE A SURVEYOR FLAG PROPERTY LINES, EASEMENTS, BUFFERS, TREE PROTECTION AREAS, AND FLAG THE PROTECTION LIMITS.
3.CONTACT AN APEX PLANNING DEPARTMENT ZONING COMPLIANCE OFFICER AT 249-3426 TO REQUEST APPROVAL FOR TREE PROTECTION FENCING
LOCATIONS.
4.INSTALL APPROVED TREE PROTECTION FENCING, SIGNS, AND/OR ANY OTHER PROTECTION MEASURES THAT MAY BE REQUIRED. CALL PLANNING AT 249-3426
FOR A FINAL INSPECTION OF PROTECTION MEASURES. PLANNING WILL FORWARD APPROVAL TO PUBLIC WORKS STAFF.
5.SUBMIT THE APPLICABLE S&E PERFORMANCE GUARANTEE TO THE DEVELOPMENT PROJECTS COORDINATOR AT 249-3394 IN THE ENGINEERING DEPARTMENT.
A LETTER OF PLAN APPROVAL CANNOT BE ISSUED UNTIL THE GUARANTEE IS SUBMITTED.
6.REQUEST A LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL MEASURES FROM PUBLIC WORKS STAFF AT 249-3427.
7.THROUGH THE ENGINEERING FIELD SERVICES SUPERVISOR AT 249-3510, SCHEDULE A PRE-CONSTRUCTION MEETING WITH ENGINEERING INSPECTORS AND
OTHER TOWN STAFF.
8.INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, BYPASS CHANNELS, AND/OR OTHER MEASURES
AS SHOWN ON THE APPROVED PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
9.CALL PUBLIC WORKS STAFF AT 249-3427 FOR AN ON-SITE INSPECTION AND TO REQUEST A CERTIFICATE OF COMPLIANCE.
10.COMPLETE GRADING PERMIT APPLICATION, IF REQUIRED FROM THE BUILDING INSPECTIONS DIVISION.
11.ONCE A GRADING PERMIT IS REVIEWED AND ISSUED BY BUILDING INSPECTIONS, ARRANGE A PRE-CONSTRUCTION MEETING WITH BUILDING INSPECTIONS
(RUDY BAKER) AT 249-3381 PRIOR TO ANY GRADING ACTIVITIES. THIS MEETING IS SEPARATE FROM ANY OTHER PRE-CONSTRUCTION MEETINGS REQUIRED IN
THE CONSTRUCTION SEQUENCE.
12.POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
13.BEGIN CLEARING, GRUBBING, AND ROUGH GRADE OF THE SITE IN ACCORDANCE WITH THE APPROVED GRADING PLAN.
14.STOCKPILE SUFFICIENT AMOUNT OF TOPSOIL TO COVER 3 INCHES OVER LANDSCAPED AREAS AT THE END OF THE PROJECT.
15.INSTALL STORM SEWER, IF APPLICABLE, AND PROTECT INLETS WITH INLET PROTECTION DEVICES, SEDIMENT DEVICES, AND/OR OTHER APPROVED MEASURES
AS SHOWN ON PLANS. MAINTAIN S&E MEASURES AS NEEDED.
16.AFTER COMPLETION OF ANY PHASE OF GRADING OR WHEN LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY CEASED, ESTABLISH GROUNDCOVER ON
SWALES AND DITCHES, GRADED SLOPES STEEPER THAN 3:1 AND HIGH QUALITY WATER ZONES (HQW) WITHIN 7 CALENDAR DAYS; SLOPES THAT ARE 3:1 OR
FLATTER MUST ESTABLISH GROUNDCOVER WITHIN 14 CALENDAR DAYS.
17.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION OR PAVING.
18.PRIOR TO PLAT APPROVAL, ALL DISTURBED AREAS BOTH PUBLIC AND PRIVATE, MUST BE PROPERLY STABILIZED. ALL TEMPORARY EROSION CONTROL
MEASURES MUST BE INSTALLED, BE FUNCTIONING PROPERLY AND BE MAINTAINED FOR THE ENTIRE AREA CONTAINED WITHIN THE PLAT.
19.FLUSH AND CLEAN ALL STORMWATER SYSTEM PIPES. CLEAN AND REMOVE SEDIMENT FROM TEMPORARY SEDIMENT HOLDING DEVICES. FOLLOW BMP
CONSTRUCTION SEQUENCE FOUND ON THE GRADING AND/OR BMP DETAIL SHEET ON THE CONSTRUCTION PLAN SET.
20.REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC. AND PROVIDE ADEQUATE COVER OR PAVE ANY RESULTING BARE AREAS. ALL
PERMANENT EROSION CONTROL DEVICES SHOULD BE INSTALLED AT THIS POINT.
21.WHEN VEGETATION HAS BEEN ESTABLISHED, CALL PUBLIC WORKS STAFF AT 249-3427 FOR FINAL SITE INSPECTION AND TO REQUEST A CERTIFICATE OF
COMPLETION.
22.OWNER IS RESPONSIBLE FOR PERMANENT EROSION CONTROL MAINTENANCE OF THE SITE.
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 TOWN OF APEX 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
TOWN OF APEX 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 = 9.50 AC
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 20,000 SQ.FT. WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE TOWN OF APEX UDO & IS SUBJECT TO
A FINE.
5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL TOWN OF APEX & 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 JEREMY SPIVEY @ 919.291.2179.
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 TOWN OF APEX 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 TOWN OF APEX REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE
STAND OF GRASS IS ACCEPTABLE.
MANAGEMENT STRATEGIES
1.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT
SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4,
2011 ALL EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE
IS AVAILABLE.
2.RIP-RAP OUTLET PROTECTION: ALL RIP-RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH.
3.SOIL DISPOSAL: DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED WAKE COUNTY DISPOSAL SITE.
4.DEWATERING: ALL TRENCH/PIT DEWATERING MUST DISCHARGE TO AN APPROVED S&EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE.
5.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
OFFSITE FACILITIES.
EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO CLEAR & GRUB AND CONSTRUCT INFRASTRUCTURE FOR A 35 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION. THE PROPERTY IS PRIVATELY OWNED. SEE OWNER INFORMATION ON EXISTING
CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED.
APPROXIMATELY 9.50 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 7 FEET. THIS PROJECT WILL INVOLVE REMOVAL OF TOPSOIL TO CREATE RESIDENTIAL ROADWAY AND INFRASTRUCTURE AS
WELL AS THE MASS GRADING OF LOTS. INDIVIDUAL HOME BUILDERS WILL BE RESPONSIBLE FOR COMPLYING WITH TOWN OF APEX STANDARDS & OBTAINING A LAND DISTURBANCE PERMIT IF GRADING MORE THAN 20,000 SQ.FT. IN THE
EVENT THE ORIGINAL GRADING PERMIT IS CLOSED OUT. AN UNDERGROUND STORM DRAINAGE SYSTEM WILL BE INSTALLED TO CONVEY STORMWATER TO A PERMANENT STORMWATER MANAGEMENT AREA.
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN SUMMER 2020 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY WINTER 2021. 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 A SEDIMENT BASIN.
ADJACENT PROPERTY
ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN.
NATIVE SOILS
THE SOILS AT THIS SITE ARE PREDOMINATELY SANDY LOAMS. SOILS ARE MODERATELY WELL DRAINED WITH Ksat RANGES FROM MODERATELY VERY LOW TO MODERATELY LOW. SLOPES ARE LARGELY BETWEEN 2 TO 6% UP TO 10%. ON-SITE
SOILS ARE CREEDMOOR (CrC2), GRANVILLE (GrB) AND MAYODAN (MfC2).
TOWN OF APEX CONSTRUCTION SEQUENCE:
SEEDBED PREPARATION
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS WITH STOCKPILED TOPSOIL.
CONTRACTOR SHALL RESERVE SUFFICIENT TOPSOIL FOR SEEDBED PREPARATION..
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 SUPER-PHOSPHATE 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 A CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
MIXTURE
AGRICULTURAL LIMESTONE..........................2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER................................................1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE....................................500 LBS/ACRE - 20% ANALYSIS
MULCH....................................................2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR..................................................ASPHALT EMULSION AT 300 GALS/ACRE
SEEDING SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE
APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE
MILLET OR SORGHUM-SUDAN (BROWNTOP MILLET); 30 LBS/ACRE
HYBRIDS*** (SORGHUM-SUDAN HYBRIDS)
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE TYPE PLANTING RATE
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA);
AND USE THE FOLLOWING
COMBINATIONS:
MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE
MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE
MAR 1 - JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE
BERMUDAGRASS
JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE);
MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET);
HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN
HYBRIDS)
SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LBS/ACRE (SERICEA LESPEDEZA);
UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW
MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
***A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS;
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ANY VARIATION FROM THIS LIST SHALL BE PRE-APPROVED BY THE TOWN.
SEEDING SCHEDULE
THE FOLLOWING BEGINS ONLY AFTER CONSTRUCTION PLANS ARE APPROVED AND SIGNED BY APPROPRIATE TOWN STAFF.
D-09EROSION CONTROL DETAILS I
E N G I N E E R I N G
Curry 205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
[phone]
[phone]CURRY E N G IN
E
E
RSNOR
T
H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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F
Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-10 EROSION CONTROL DETAILS II.DWGPLOTTED: 5/15/2020 11:33 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
8' MAX
2'
3'
26"
FRONT VIEW
SIDE VIEW
TOWN OF APEX
STANDARDS TEMPORARY SILT FENCE 400.01
STD. NO.
SHEET 1 OF 1
MIN.10 GA.
LINE WIRES
MIN.121
2 GA.
INTERMEDIATE
WIRES
GRADE
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
NOTES:
1.USE SILT FENCE ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1
4 ACRE AND
NEVER IN AREAS OF CONCENTRATED
FLOW.
2.END OF SILT FENCE NEEDS TO BE
TURNED UPHILL.
3.WRAP THE SILT FENCE AROUND ALL
EXISTING FIRE HYDRANTS SO THAT
THEY ARE FULLY VISIBLE FROM THE
ROADWAY.
4.ALL SILT FENCE MUST HAVE A MINIMUM
OF 5' OF CLEARANCE FROM THE FIRE
HYDRANT.
*USE #57 WASHED STONE FOR REPAIR OF
SILT FENCE FAILURES, AND FOR ANCHOR
WHEN SILT FENCE IS PROTECTING CATCH
BASIN.
ANCHOR SKIRT AS
DIRECTED BY ENGINEER*
6" MIN. COVER
OVER SKIRT*
GRADE
FILL SLOPE
SILT FENCE GEOTEXTILE FABRIC
WOVEN WIRE FABRIC
STEEL POST
VARIABLE AS DIRECTED BY THE ENGINEER
32" MIN. WIDTH
FIRE
HYDRANT
CURB AND
GUTTER
PROPERTY LINE
SILT
FENCE
FH INSTALLATION
SIDEWALK
EFFECTIVE: JANUARY 20, 2015
TOWN OF APEX
STANDARDS TEMPORARY SILT FENCE OUTLET 400.02
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 21, 2010
SIDE VIEW
FRONT VIEW
GRADE
PLAN VIEW
FLOW DIRECTION
NOTE:
1.APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1/4 ACRE.
2.USE AS A REPAIR OF SILT FENCE FAILURES.
3.BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHES.
SILT FENCE FABRIC
HARDWARE CLOTH
2' MAX.
WIRE FENCE
HARDWARE CLOTH
WIRE FENCE
STEEL FENCE POST
FILTER OF # 57
WASHED STONE
18"
6"
12" OVERLAP
6"
12" OVERLAP
STEEL FENCE POST
FLOW DIRECTION
SILT FENCE FABRIC TO
OVERLAP HARDWARE
CLOTH BY 12 INCHES
STEEL FENCE POST
FILTER OF # 57
WASHED STONE
TOWN OF APEX
STANDARDS
STD. NO.
SHEET 1 OF 2
TEMPORARY SKIMMER SEDIMENT BASIN 400.13
BAFFLES WITH METAL
POSTS, WOVEN WIRE
FABRIC BACKING, & COIR
FIBER NETTING
TOP OF DAM
(MINIMUM WIDTH 5')
STONE APRON
SKIMMER (DETAIL
400.14) WITH
RETRIEVAL ROPE
BOTTOM ANCHORED
WITH STAPLES
FLO
W
FLO
W
FLO
W
BASIN BOTTOM ELEVATION
SKIMMER SIZE
DESIGN INFORMATION TO BE PROVIDED BY THE
ENGINEER ON THE CONSTRUCTION DRAWINGS
ORIFICE SIZE
TOP OF DAM ELEVATION
EMERGENCY SPILLWAY
(MINIMUM WIDTH 10')
BASIN BOTTOM LENGTH
BASIN BOTTOM WIDTH
1' MINIMUM FREEBOARD
SLOPE DRAIN
TYPICAL OF 2
(DETAIL 400.17)
EFFECTIVE: JANUARY 20, 2015
TOWN OF APEX
STANDARDS
STD. NO.
SHEET 2 OF 2
TEMPORARY SKIMMER SEDIMENT BASIN 400.13
NOTES:
1.USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES.
2.EARTH BERM SHALL BE STABILIZED WITH VEGETATION ACCORDING TO TOWN SPECIFICATIONS.
3.INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT HAS BEEN
REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR AND/OR REPLACE BAFFLES.
4.CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.0 FOOT BELOW
THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM
THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
5.STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER CONSTRUCTION WITH
SEEDING.
6.FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE BASIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE
STANDARD DETAIL, ARE RECOMMENDED.
7.SEDIMENT STORAGE:3,600 CF/DISTURBED ACRE
8.SURFACE AREA BASED ON:Q25
9.INSTALL SEDIMENT CLEANOUT ELEVATION STAKES.
10.BAFFLES SHALL INCLUDE 700 G/SM COIR EROSION BLANKET.3:13:
13:14" OR 6" PVC
WEIR
SKIMMER BASIN CROSS SECTION
BAFFLES WITH METAL POSTS, WOVEN
WIRE FABRIC BACKING, AND COIR
FIBER NETTING
SKIMMER
(DETAIL 400.14)
DEPTH 3' POSTS
RETRIEVAL
ROPE12" MIN5'TOP OF DAM
PROTECT WEIR WITH
FILTER
FABRIC & RIP RAP
5'x3'x18"
6" STONE APRON
FILTER
FABRIC
LENGTH
SLOPE DRAIN
(DETAIL 400.17)
EFFECTIVE: JANUARY 20, 2015
TOWN OF APEX
STANDARDS
STD. NO.
SHEET 1 OF 1
400.14SKIMMER DETAIL
EFFECTIVE: NOVEMBER 20, 2007
WATER SURFACE
BOTTOM SURFACE
PROFILEPROFILE
PVC END CAP
PVC ELBOW
PVC END CAP
PVC PIPE 1
2" HOLES
IN UNDERSIDE
PVC TEE
FLEXIBLE HOSE
SCHEDULE 40
PVC PIPE
PVC VENT PIPE
SCHEDULE 40
PVC PIPE
ORIFICE PLATE
PVC TEE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
D-10EROSION CONTROL DETAILS II
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\D-11 EROSION CONTROL DETAILS III.DWGPLOTTED: 5/15/2020 11:34 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
2' MIN.
PLAN VIEW
CROSS SECTION
POSITIVE GRADE 1.0% MAX.
TOWN OF APEX
STANDARDS DIVERSION DITCH 400.07
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
-STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING.
STEEP CUT OR FILL SLOPE
2:1 SLOPE (MAX)
COMPACTED
2' MIN.
18"
UPSLOPE TOE
SIDE SLOPES
2:1 (MAX)
STEEP CUT OR FILL SLOPE
2' MIN.
TOWN OF APEX
STANDARDS 400.04
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
CATCH BASIN & YARD INLET PROTECTION
STANDARD METAL POSTS 2' IN GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO TOP OF BOX
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX.
1'2'FLOWFLO
W
FLOWFLOW
TOWN OF APEX
STANDARDS
GRAVEL & RIP RAP HORSESHOE INLET BASIN FOR
EXISTING PIPE INVERTS 400.09
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
#57 WASHED STONE
1' THICK X 3' HIGH MIN.
CLASS 1 RIP RAP HEADWALL
CLASS 1 RIP RAP
(SEE SECTION THRU BASIN BELOW)
NOTES:
1.GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS
DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT
DRAIN 10 ACRES OR LESS.
2.DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE NOTED.
AREAS TO BE
DISTURBED
(CUT, FILL, ETC.)
SEDIMENT
STORAGE
FLOOD
STORAGE
ZONE
PIPE INVERT
RIP RAP HEADWALL
NATURAL GROUND
FILTER FABRIC
MAX. SEDIMENT DEPTH
(CLEAN OUT POINT)
#57
WASHED
STONE
CLASS 1 RIP-RAP
3'
SECTION THRU BASIN, FILTER, &
CULVERT PIPE
NOT TO SCALE
1'
1.5'
1.5'
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
NOT TO SCALE
FLOW
FLOW
L
CROSS SECTION
PLAN
TOWN OF APEX
STANDARDS CONSTRUCTION ENTRANCE 400.06
STD. NO.
SHEET 1 OF 2
W
NOTES:
1.PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2.IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS
NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE,
THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE
ENTERING PUBLIC ROAD (SEE DETAIL 400.06 SHEET 2 OF 2).
3.IF A PROJECT CONTINUES TO DEPOSIT MUD AND DEBRIS
ONTO THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA
AND INVOICE THE FINANCIALLY RESPONSIBLE PARTY.
L
6" MIN.
ENTRANCE TYPE L W STONE SIZE
GENERAL 50'25'2-3"
RESIDENTIAL*25'12'#57
* INDIVIDUAL SINGLE FAMILYEXISTING ROADWAYEXISTING ROADWAY
FABRIC UNDER STONE
NEW CONSTRUCTION
EFFECTIVE: JANUARY 20, 2015
TOP ELEVATION OF STORMWATER
FRONT VIEW
EXISTING SLOPE
SIDE VIEW
1
1 MAX.
STEP SEQUENCE
EXISTING SLO
P
E
WEIR
TOWN OF APEX
STANDARDS CHECK DAM 400.05
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
NOTE:
1.HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE
REQUIRED.
2.KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
#57 WASHED STONE
FILTER FABRIC
CLASS 1 RIP-RAP
VARIES
VARIES
6"-1'
EXISTING SLOPES
KEYED RIP RAP
#57 WASHED STONE
VARIES
6"-1'
VARIES
DESIGN OF SPILLWAYS
DRAINAGE
AREA (AC)
MIN. WEIR
LENGTH (FT)
1 4
2 6
3 8
4 10
5 12
D-11EROSION CONTROL DETAILS III
TOWN OF APEX
STANDARDS
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 21, 2010
TEMPORARY SLOPE DRAIN 400.17
SECTION VIEW
NOTES:
1.CONSTRUCT AN EARTHEN DIVERSION WITH A DIKE RIDGE TO DIRECT
SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN.
2.MAKE THE HEIGHT OF THE RIDGE OVER THE DRAIN CONDUIT A MINIMUM OF
1.5 FEET AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING RIDGE ON
EITHER SIDE.
3.THE LOWEST POINT OF THE DIVERSION RIDGE SHOULD BE A MINIMUM OF 1
FOOT ABOVE THE TOP OF THE DRAIN TO ALLOW THE DESIGN FLOW TO
FREELY ENTER THE PIPE.
4.PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION.
5.MINIMUM PIPE DIAMETER = 10-INCH PIPE
INLET
3
:
1
STANDARD T-SECTION
PLAN VIEW
OUTLET INLET1.5' MIN.
4' MIN.
DIKE
T-SECTION
PLASTIC CORRUGATED PIPE
METAL POST
(TYPICAL)10' SPAC
I
N
G
STABILIZE
OUTLET
4'
MINIMUM LEVEL SECTION
A
SS
18" PINE
24" PINE
20" PINE
20" PINE
18" PINE18" PINE
18" GUM
20" PINE
24" PINE
18" GUM
28" PINE
30" GUM
18" OAK 18" PINE
22" MAPLE
18" GUM
18" MAPLE
20" GUM
18" PINE 18" PINE
22" PINE
20" PINE
26" PINE
30" POPLAR
22" PINE
22" POPLAR 24" PINE
18" MAPLE
30" POPLAR
20" MAPLE
22" POPLAR
18" MAPLE
20" POPLAR
28" POPLAR
22" POPLAR
18" MAPLE
20" PINE
18" POPLAR
22" POPLAR
18" POPLAR
22" POPLAR
24" MAPLE
22" PINE18" POPLAR
18" MAPLE
22" POPLAR
18" PINE
36" OAK
18" POPLAR
22" PINE
20" POPLAR
18" GUM
18" OAK
26" PINE
22" PINE
18" PINE
22" PINE
24" PINE
18" PINE
20" GUM 18" GUM
30" OAK 18" POPLAR
28" MAPLE
22" PINE
20" PINE
18" PINE
26" POPLAR
22" PINE
24" PINE 22" PINE
18" PINE
20" POPLAR
22" GUM
24" POPLAR
20" MAPLE
20" POPLAR
18" PINE
18" POPLAR-X3
24" PINE
18" PINE
20" GUM
24" PINE
18" GUM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLD
WTLDWTLD374375375376377378380380383385385 385386
388389390390390390391391392
392 393393393394 395395
395395
395395395396396397397
398
398
399399
399
400400400400
400400400401
401401402
402403
403403404
404404405405405405405405405405405406
406407408409410410410410411412413414415415415416417418
419420420420421422423425425425430430430430430431431431432432433433433434435435WTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
SW-01
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-01 PRE-DEVELOPMENT DRAINAGE AREA MAP.DWGPLOTTED: 5/15/2020 11:34 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
PRE-DEVELOPMENT DRAINAGE AREA MAP
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
1.PROPERTY LINES & PLANIMETRICS COMPRISED FROM FROM WAKE COUNTY GIS
AND FIELD SURVEY. LiDAR TOPOGRAPHY UTILIZED FOR CONTOURS
2.AREAS OFF-SITE THAT DO NOT DRAIN THROUGH SITE NOT ANALYZED. ONLY
AREAS ON SITE ANALYZED TO SHOW FLOW RATES LEAVING PROPERTY.
3.SOILS ON SITE ARE ALL HYDROLOGY GROUP "B" SOILS.
GENERAL NOTES:
DRAINAGE AREA #1
AREA = 12.53 ac
CN = 56
Tc = 16.60 min.
TIME OF
CONCENTRATION
LINE, Tc
DRAINAGE AREA #2
AREA = 0.85 ac
CN = 65
Tc = 7.8 min.
TIME OF
CONCENTRATION
LINE, Tc
POINT OF ANALYSIS #2
EXISTING ROADWAY
CULVERT
POINT OF ANALYSIS #1
STREAM AT
PROPERTY LINE
TREE LINE,
TYP.
SS
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT
L
D
HENRY SCHWETZKE
D.B. 9284, PG. 971
PIN 733.04-83-5369
ROBERT E. RODGERS
D.B. 5036, PG. 001
PIN 733.04-82-7342
JENNIFER MURRY
D.B. 6814, PG. 487
PIN 733.04-82-5379
BRIAN FOX
D.B. 6136, PG. 821
PIN 733.04-82-5496
WILLIAM FERRELL
D.B. 1835, PG. 495
PIN 733.04-82-5593
SUSAN P. CARR
D.B. 0615, PG. 323
PIN 733.04-82-5691
RODGER D.
STROTHER
D.B. 8417, PG. 783
PIN 733.04-82-6608
ERIC A. DEANS
D.B. 4593, PG. 593
PIN 733.04-82-6705
MARK LESAINT
D.B. 7329, PG. 632
PIN 733.04-82-6821
TOVE REAL
ESTATE, LLC
D.B. 0741, PG. 221
PIN 733.04-82-6940
ZACHARY J. HESS
D.B. 7490, PG. 426
PIN 733.04-82-6977
WALTER BROWN
D.B. 5222, PG. 036
PIN 733.04-83-6065
BROOKS M. DEPRO
D.B. 7714, PG. 938
PIN 733.04-83-6122
CAREY E. HORRELL
D.B. 6874, PG. 372
PIN 733.04-83-5167
PATRICK D. WARREN
D.B. 8302, PG. 899
PIN 733.04-83-5214
WILLIAM J. ANGRILLA
D.B. 7629, PG. 333
PIN 733.04-83-4341
SAEED TAROKH
D.B. 6125, PG. 599
PIN 733.04-93-1553
JEFFREY P. TAFT
D.B. 0210, PG. 946
PIN 733.04-93-1426
SHAUN LIVERNOIS
D.B. 6407, PG. 144
PIN 733.04-93-1338 JOHN PAYNE
D.B. 6429, PG. 562
PIN 733.04-93-1247
FRANK D. TARANTINO
D.B. 6305, PG. 856
PIN 733.04-93-1230
BROOKE J. TRUE
D.B. 7431, PG. 110
PIN 733.04-93-1143
PHILLIP S. HARRIS
D.B. 7056, PG. 291
PIN 733.04-93-1046
PETER J. BIERFELDT
D.B. 2882, PG. 547
PIN 733.04-93-1050
ROY R. NILES
D.B. 7100, PG. 789
PIN 733.04-92-1943
DAVID A. FRONING
D.B. 1279, PG. 478
PIN 733.04-92-1834
SHAILESH SHAH
D.B. 9468, PG. 184
PIN 733.04-92-1738
THOMAS HULL
D.B. 8797, PG. 051
PIN 733.04-92-1740
PATRICK T. FIELDING
D.B. 3306, PG. 381
PIN 733.04-92-1674
PATRICK M. WADE
D.B. 4682, PG. 690
PIN 733.04-82-8342
STANLEY JACKSON
D.B. 7051, PG. 878
PIN 733.04-82-9238
CHARLESTON VILLAGE HOA
D.B. 8169, PG. 416
PIN 733.04-92-1475
EX. CB
RIM: 426.79
INV IN (N): 423.24
INV IN (W): 419.49
INV OUT: 419.24
EX. CB
RIM: 426.84
INV OUT: 424.25
15" RCP
15" RCP
15" RCP
EX. CB
RIM: 427.11
INV OUT: 424.58
EX. CB
RIM: 427.16
INV IN: 423.34
INV OUT: 420.43
INV: 431.74
INV: 431.09
12" CMP
INV: 428.69
INV: 428.23
15" RCP
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
INV: 426.43
INV: 425.13
15" RCP
18
19
20
21
22
23
24
32
25
27
26
30
31
33
6
10495
1 3
8
29
28
11 12 13 14 15 162 17
35 XX
X XXXXXXXXXXXX34
7
SW-02
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\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-02 POST-DEVELOPMENT DRAINAGE AREA MAP.DWGPLOTTED: 5/15/2020 11:35 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
POST-DEVELOPMENT DRAINAGE AREA MAP
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0
DRAINAGE AREA #1 - TO SCM
AREA = 8.16 ac
CN = 83
Tc = 5 min.
TIME OF
CONCENTRATION
LINE, Tc
DRAINAGE AREA #2
AREA = 0.40 ac
CN = 61
Tc = 5 min.
POINT OF ANALYSIS #2
EXISTING ROADWAY
CULVERT
POINT OF ANALYSIS #1
STREAM AT
PROPERTY LINE
1.PROPERTY LINES & PLANIMETRICS COMPRISED FROM FROM WAKE COUNTY GIS
AND FIELD SURVEY. LiDAR TOPOGRAPHY UTILIZED FOR CONTOURS
2.AREAS OFF-SITE THAT DO NOT DRAIN THROUGH SITE NOT ANALYZED. ONLY
AREAS ON SITE ANALYZED TO SHOW FLOW RATES LEAVING PROPERTY.
3.SOILS ON SITE ARE ALL HYDROLOGY GROUP "B" SOILS.
GENERAL NOTES:
DRAINAGE AREA #1 - BY-PASS SCM
AREA = 5.01 ac
CN = 56
Tc = 8.50 min.
PROPERTY LINE
SCM
BATTERY WAGNER DRIVEBATTLEWOO
D

R
O
A
D
TEMPLETON GAP DRIVE
HOLT ROAD
COU
N
T
R
Y
H
E
A
R
T
S
L
A
N
E
WTLD WTLD
WTLD WTLD WTLD
WTLDWT
L
D
WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD
WTLDWTLD375380385385 385389390390390390391391392
392 393393393394 395395
395395
395395395396397397
398
398
399
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SW-03
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
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H C A R O LINAE S T .1 0
N C L I C . N O . P -0 7 9 9
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F
Z:\PROJECTS FOLDER-ZEBULON\2019\2019-027 TULLAMORE SUBDIVISION - APEX\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\SW-03 STORM DRAINAGE DA MAP.DWGPLOTTED: 5/15/2020 11:35 AMPROFESSIONAL'S SEAL
DATE:
FILE NO.
HORZ. SCALE:
ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT CONSTRUCTION DRAWINGS
TULLAMORE SUBDIVISION
MARCH 6, 2020
2019-027
FOR REVIEW ONLY
NOT FOR CONSTRUCTION YTTESEAL
36823
N
A
N NGIDREW
E E EPS.RS
ARTH
PRONOF E S
C ROLIN
AION
A
LJS Development, LLC
4441 Six Forks Road, Suite 106-117
Raleigh, NC 27609
919.389.7595 (m)
Contact: Josh Swindell
[e-mail]
This signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
__________________________________
PW - Transportation Date
__________________________________
Building Inspections Date
__________________________________
WR - Utility Engineering Date
__________________________________
Electric Date
__________________________________
WR - S&E Date
__________________________________
WR - Stormwater Date
__________________________________
Planning Date
__________________________________
Planning - Transportation Date
__________________________________
Fire Date
__________________________________
Parks, Recreation & Cultural Res.Date
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
A MAY 15, 2020 TOA COMMENTS
STORM DRAINAGE DA MAP
1" = 50'N50'100'
SCALE IN FEET
25'50'
SCALE: 1 IN = 50 FT
SCALE IN FEET
HORIZONTAL
0