20140087 Ver 3_Plans_20190517

ENGINEERS:
BASS, NIXON AND KENNEDY, INC.
TELEPHONE: [phone]
FAX: [phone]
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
THE PRESERVE AT WHITE OAK CREEK
WAKE COUNTY, NORTH CAROLINA
TOWN OF APEX,
CONSTRUCTION PLAN SUBMITTAL
EMAIL: [e-mail]
PHONE: [phone]
CONTACT: JEREMY MEDLIN

CARY, NORTH CAROLINA 27513
15501 WESTON PARKWAY, SUITE 100
TAYLOR MORRISON
DEVELOPER / APPLICANT:
EMAIL: [e-mail]
CONTACT: K. ROBERT BELL, JR. CPESC PE
NOT PERMITTED FOR CONSTRUCTION OR BID SOLICITATIONTHE PRESERVE AT WHITE OAK CREEK - 13118 - CONSTRUCTION PLAN SUBMITTALSITE PLAN EXPIRATION DATE: JANUARY 26, 2021
TOWNHOME LOT NUMBERS WERE MODIFIED (6-15-17)
ACRES ROAD (7 / 2 / 18)
WERE REVISED TO ADD LAND AREA AND LOTS NORTHWEST OF SECLUDED
THE FOLLOWING SHEETS LABELLED w/ (REV) ON ABOVE SHEET INDEX
REC FEE
ROAD WIDENING PER SQUARE YARD: 1,056 SY
C
H
U
R
C
H
R
O
A
D
G
REE
N LE
VEL
0722-79-3375
0722-69-4262
20 FT. FRONT
5 FT. SIDE
15 FT. REAR
10 FT SIDE CORNER
25 FT. FRONT
20 FT. REAR
15 FT. CORNER SIDE
30.21 ACRES (25%)
132.98 ACRES
AND PUBLIC STREET INFASTRUCTURE.
CONSTRUCTION OF WATER, SANITARY SEWER
CLEARING, GRUBBING, GRADING, AND
CONSTRUCTION ACTIVITY WILL CONSIST OF
OF WHITE OAK CREEK
RECEIVING STREAM - UNNAMED TRIBUTARY
OF WHITE OAK CREEK
RECEIVING STREAM - UNNAMED TRIBUTARY
16CZ30
WAKE CO. PIN'S
CURRENT 2030 LAND USE PLAN:
ZONING CASE #
TOTAL AREA FROM SURVEY:
PERCENTAGE OF BUILT UPON AREA:
SITE IS LOCATED IN THE PRIMARY
WATERSHED PROTECTION DISTRICT.
SITE DOES NOT CONTAIN FEMA FLOODPLAIN
RESOURCE CONSERVATION AREA REQUIRED:
RESOURCE CONSERVATION AREA PROVIDED:
NO HISTORICAL STRUCTURE EXISTS ON SITE
(SITE DOES CONTAIN A CEMETARY WHICH
WILL BE PROTECTED.
PHASE 1 DISTURBED AREA 18.74 AC.
PHASE 2 DISTURBED AREA 14.30 AC.
PHASE 3 DISTURBED AREA 20.57 AC.
PHASE 4 DISTURBED AREA 7.96 AC.
26.78 AC.
44.14 AC.
33.24 AC.
PHASE 1 TOTAL AREA
PHASE 2 TOTAL AREA
PHASE 3 TOTAL AREA
PHASE 4 TOTAL AREA 28.77 AC.
LOW AND MEDIUM/HIGH DENSITY RESIDENTIAL
MED-DENSITY SINGLE FAMILY
LOW-DENSITY SINGLE FAMILY
15 FT. CORNER SIDE
MEDIUM / HIGH DENSITY TOWNHOMES
15 FT. FRONT
7.5 FT. MIN. SIDE OR 15' MIN. BETWEEN BUILDINGS
5 FT. MIN. SIDE OR 16' MIN. BETWEEN BUILDINGS
10 FT. REAR
30 FT. SIDE TO REAR BETWEEN BUILDINGS
40 FT. REAR TO REAR BETWEEN BUILDINGS
LOTS 121-150, 173-174, 181, 215-218 AND 243-330 (PHASES I, II, III AND IV)
LOTS 1-72 (PHASES II AND III)
LOTS 73-120, 151-172, 175-180, 182-214 AND 219-242 (PHASES I, II AND III)
TOTAL PERCENTAGE OF APPROXIMATE BUILT UPON AREA:
34.17 ACRES (26%)
NATURAL DRAINAGE PATTERNS:
GRADING:
0723-71-1417
0723-71-2964
0723-71-0856
0723-72-0266
ANNEXATION #'s:

CONSULTING ENGINEERS
BASS, NIXON & KENNEDY, INC.
www.BNKinc.com
FAX: [phone]
TELEPHONE: [phone] or [phone]
RALEIGH, NORTH CAROLINA 27607
6310 CHAPEL HILL ROAD, SUITE 250
NCBOLA (C-0267)
CERTIFICATION NUMBERS: NCBELS (C-0110)
PREPARED BY:S.R. 1782SITE INFO
site in conformance to the NC Building Code Appendix J (Grading).
11) A grading permit from the Building Inspection Division is required prior to any grading on the
criteria will require a separate building permit prior to start of work.
and comply in all aspects with the NC Building Code section 1610. Retaining systems meeting these
shall be designed and constructed under the responsible charge of a registered professional engineer
horizontal distance of 50 feet or less, including retaining walls or mechanically stabilized earth walls
10) Retaining systems providing a cumulative vertical relief greater than five feet in height within a
multiple tenant lots must submit a Master Sign Plan for approval.
must be obtained prior to installation of the sign. Multiple use lots, non-residential subdivisions, and
9) Individual signs are not approved as part of site plan approval process. A separate sign permit
and parking and pavement marking must be completed.
(including mulch), screening (i.e.: dumpsters/trash, mechanical/HVAC, etc.), site stabilization (seeding),
8) Prior to scheduling a final site inspection site items such as but not limited to, lighting, landscaping
of occupancy may be issued for any building within that phase.
7) All required site elements shown within a particular phase must be installed before a final certificate
must be planted outside the enclosure to visually soften the appearance.
and be built of masonry material with opaque gates. Where practicable, shrubs or other plants
e) Dumpster enclosures must be eight feet tall or the height of the dumpster whichever is greater
be fenced and landscaped.
d) Any ground-mounted HVAC or other mechanical or utility equipment six-feet tall or higher must
opaque screen is achieved
c) Screening items are out of view from adjacent properties and public streets, and a totally
Plan Application – Last updated Oct. 2011
or landscape and are similar in material and color Page 29 of 30 Residential Master Subdivision
b) Screening materials are not different from or inferior to the principal materials of the building
a) It is incorporated into the overall design theme of the building and landscaping
of Section 8.2.8 of the UDO. Specifically screening must be done so that:
and HVAC equipment, and similar facilities on the roof, ground or building shall meet the requirement
6) The screening of loading docks, roll-out containers, dumpsters, outdoor storage, mechanical
Recreation Department.
Specifications and Construction Details and the requirements of the Town of Apex Parks and
and greenway trails must meet any applicable standards found in the Town of Apex Standard
5) Site elements required to satisfy recreational requirements such as but not limited to play fields
of trees, public utility easements and rights-of-way), and shall be contained entirely on site.
into any required buffer or protected area (such as but not limited to, RCA and critical root zones
4) All grading and support structures associated with any retaining structure shall not encroach
are not limited to common property lines or near public areas (sidewalks, etc.).
where it is deemed necessary by the zoning enforcement officer; such areas may include but
3) Additional protection fencing may be required in other locations close to construction activity
c) Along the outside line of the 100-year floodplain, and the outside edge of any riparian buffer.
as but not limited to historic buildings and structures, wetlands, and ponds.
b) At least 10 feet away from any other designated resource conservation area, such
a) Away from any saved tree one foot for each inch of tree caliper.
2) Protection fencing must be placed:
Department or by calling 919 249-3426.
and inspected. A protection fencing installation permit may be obtained at the Planning
of S&E measures, or grading, shall occur until required protection fencing has been installed
1) No site development activity including but not limited to testing, clearing, installation
Required Plan Notes:
TOWARDS A REGIONAL TOWN PUBLIC PARK)
$930,212.00 (OR DEDICATION OF 9.86 ACRES
SETBACKS
20,775 LF
13,390 SY
SHEET INDEX
SHEET No.SHEET TITLE
ENLARGED SITE PLAN - D
ENLARGED SITE PLAN - E
ENLARGED UTILITY PLAN - D
ENLARGED UTILITY PLAN - E
ENLARGED UTILITY PLAN - F
ENLARGED UTILITY PLAN - G
ENLARGED GRADING AND DRAINAGE PLAN - D
ENLARGED GRADING AND DRAINAGE PLAN - E
STORM DRAINAGE CALCULATIONS
STAGE 1 EROSION CONTROL PLAN - C
STAGE 1 EROSION CONTROL PLAN - D
STAGE 1 EROSION CONTROL PLAN - E
STAGE 2 EROSION CONTROL PLAN - C
STAGE 2 EROSION CONTROL PLAN - D
STAGE 2 EROSION CONTROL PLAN - E
NPDES GROUND STABILIZATION PLAN - C
NPDES GROUND STABILIZATION PLAN - D
NPDES GROUND STABILIZATION PLAN - E
BMP # 1 PLAN AND DETAILS
BMP # 2 PLAN AND DETAILS
BMP # 3 PLAN AND DETAILS
BMP # 4 PLAN AND DETAILS
BMP # 5 PLAN AND DETAILS
BMP # 6 PLAN AND DETAILS
BMP # 7 PLAN AND DETAILS
BMP # 8 PLAN AND DETAILS
BMP # 9 PLAN AND DETAILS
BMP # 10 PLAN AND DETAILS
PUMP AROUND DETAILS
WHITE OAK GROVE WAY AND
MEADOWSIDE COURT PLAN AND PROFILES
WHITE OAK POND ROAD PLAN AND PROFILE
RAMBLING CREEK ROAD PLAN AND PROFILE
RAMBLING CREEK ROAD, WINDING BRANCH TRAIL AND
SEWER OUTFALL G PLAN AND PROFILES
SUNNYBRANCH LANE AND SIDEWINDER COURT
PLAN AND PROFILES
WINDING BRANCH TRAIL PLAN AND PROFILE
VINE POND COURT AND SUNNYBROOK FARM DRIVE
PLAN AND PROFILES
TUNSTALL GROVE DRIVE PLAN AND PROFILE
SEWER OUTFALL A PLAN AND PROFILE
SEWER OUTFALL A PLAN AND PROFILE
SEWER OUTFALLS A, D, E AND F PLAN AND PROFILES
SEWER OUTFALL B PLAN AND PROFILE
SEWER OUTFALL C PLAN AND PROFILE
SEWER OUTFALLS H, I AND J PLAN AND PROFILES
WATERLINE OUTFALL PLAN AND PROFILE
WATERLINE OUTFALL PLAN AND PROFILE
WATERLINE OUTFALL PLAN AND PROFILE
JENKS ROAD WIDENING GRADING PLAN AND STRIPING
PLAN AND PROFILE
JENKS ROAD CROSS SECTIONS
JENKS ROAD CROSS SECTIONS
JENKS ROAD CROSS SECTIONS
BMP # 1 AND # 2 PLANTING PLAN
BMP # 3 AND # 4 PLANTING PLAN
BMP # 5 AND # 6 PLANTING PLAN
BMP # 7 AND # 8 PLANTING PLAN
BMP # 9 AND # 10 PLANTING PLAN
TOWNHOME ELEVATIONS
___
C1.0
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
C2.1
C2.2
C2.3
C2.4
C2.5
C2.6
C2.7
C2.8
C3.1
C3.2
C3.3
C3.4
C3.5
C3.6
C3.7
C3.8
C3.9
C3.10
C3.11
C3.12
C3.13
C3.14
C3.15
C3.16
C3.17
C3.18
C3.19
C3.20
C3.21
C3.22
C3.23
C3.24
C3.25
C3.26
C3.27
C3.28
C3.29
C3.30
C3.31
C3.32
C3.33
C3.34
C4.1
C4.2
C4.3
C4.4
C4.5
C4.6
C4.7
C4.8
C4.9
C4.10
C4.11
C4.12
C4.13
C4.14
C4.15
C4.16
C4.17
C4.18
C4.19
C4.20
C4.21
C4.22
C4.23
C6.1
C6.2
C6.3
L1.1
L1.2
L1.3
L1.4
L1.5
L1.6
L1.7
A1.1
C3.33A
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C4.24
21,694 LF
14,362 LF
33,938 LF
44,539 SY
ADDITIONAL INFRASTRUCTURE PER THIS PLAN
SIDEWALK PER SQUARE YARD: 1,265 SY
STORM DRAIN PER LINEAR FOOT: 1,880 LF
CURB & GUTTER PER LINEAR FOOT: 3,864 LF
PUBLIC STREETS PER SQUARE YARD: 4,908 SY
SEWER LINES PER LINEAR FOOT: 1,141 LF
WATER LINES PER LINEAR FOOT: 1,635 LF
TOTAL INFRASTRUCTURE FOR THE PRESERVE
N 730 538.95
E 2 028 712.98
ALL NATURAL DRAINAGE PATTERNS PRESERVED
501 & 527
a masonry vaneer that is a medium or dark brown or rust color.
in place structures must be integrally tinted or stained a medium or dark brown or rust color or be covered with
31) Segmental retaining structures must be integrally tinted a medium or dark brown or rust color. Gravity or cast
includes patios, stoops, fireplaces and any cantilevers.
30) Prior to submission of townhome plats, builder will meet with staff to ensure footprint will fit within blocks, this
A traffic signal shall be installed when warranted prior to final plat subject to NCDOT review and approval.
intersection of Green Level Church Road at Jenks Road following the 265th CO and no later than the 280th CO.
29) If not already signalized or scheduled for signalization, a traffic signal warrant study shall be conducted for the
28) Slopes equal to 3:1 shall be stabilized with permanent groundcover, not with turf grass.
combination of plantings and retention devices.
27) All slopes greater than 3:1 but less than 2:1 shall be stabilized with permanent slope retention or a suitable
not be cut or severely pruned so that their natural form is impaired.
26) All plant material shall be allowed to reach their mature size and maintained at their mature size. Plants shall
in conformance with town standards.
25) Any vegetation that is dead, substandard, unhealthy, of poor structural quality, or missing, shall be replaced
section 8.2.6 of the UDO.
24) Required buffers must meet the minimum opacity requirements for the particular buffer type as described in
of the required landscaping.
percent of the cost of materials and installation, based on the highest estimate received, to ensure installation
landscaping from April 1 through September 1, then the applicant shall provide a cash bond equal to 150
of phased development, for the phase of the project. If the applicant chooses to delay the installation of
23) All landscaping is required to be installed prior to a certificate of occupancy for the project, or in the case
Supervisor at 249-3381 for information including the utilization of a third-party inspection agency.
shall be inspected and approved by the plumbing inspector prior to covering. Contact the Code Enforcement
storm drainage systems, installed outside the Public Right of Way or a Public Utility Easement. These systems
22) A plumbing permit issued by the Building Inspection Division is required for all plumbing systems, including
249-3394 to obtain these permit applications.
construction drawings. All Water Distribution Extension Permit Applications shall be accompanied by a
a Water Distribution Extension Permit and/or a Gravity Sewer Extension Permit prior to the release of
21) All new public water and sewer lines contained within a Town of Apex Public Utility Easement will require
of the water main is at least 18 inches above the top of the sewer with a horizontal separation of at least 3 feet.
of the Page 30 of 30 Residential Master Subdivision Plan Application – Last updated Oct. 2011 bottom
conditions prevent a separation of 10 feet, the water main may be laid closer, provided that the elevation
20) Water & sewer shall be at least 10 feet laterally from existing or proposed sewers. Where local
19) All metered connections to Town potable water shall have a Town-approved backflow prevention assembly installed.
18) Utilities will not encroach upon protected areas or run parallel through any required buffer.
17) Contractor shall coordinate utility relocation or abandonment with local utility companies as required.
16) Verify all illustrated utility crossings prior to construction and notify the engineer if conflicts are encountered.
15) Maintain 18” minimum vertical separation between utilities.
14) All water & sewer lines shall be installed with a minimum of 3 feet of cover.
inspection will occur during the appropriate phase of construction.
engineered stormwater control structure is used as part of a temporary erosion control measure, the
complies with all relevant portions of UDO Section 6.1.12 Engineered Storm Water Controls. If the
at 249-3413 to demonstrate that the required structure is in place, that it is operational and that is
an engineered stormwater control structure is required, contact the Environmental Programs Manager
13) Prior to approval of a final plat or issuance of a certificate of occupancy, any development where
criteria will require a separate building permit prior to start of work.
and comply in all aspects with the NC Building Code section 1610. Retaining systems meeting these
shall be designed and constructed under the responsible charge of a registered professional engineer
horizontal distance of 50 feet or less, including retaining walls or mechanically stabilized earth walls
12) Retaining systems providing a cumulative vertical relief greater than five feet in height within a
SECLUDED ACRES ROAD
BMP # 11 PLAN AND DETAILS (ADDED)
L1.8
C4.25
SECRET MEADOW LANE AND SEWER OUTFALL K
C1.7
C1.8
COVER SHEET (REV)
OVERALL SITE PLAN (REV)
ENLARGED EASEMENT PLAN - A (REV)
ENLARGED EASEMENT PLAN - B (REV)
OVERALL UTILITY PLAN (REV)
ENLARGED UTILITY PLAN - A (REV)
ENLARGED UTILITY PLAN - B (REV)
OVERALL GRADING AND DRAINAGE PLAN (REV)
ENLARGED GRADING AND DRAINAGE PLAN - A (REV)
ENLARGED GRADING AND DRAINAGE PLAN - B (REV)
STORM DRAINAGE CALCULATIONS (REV)
STAGE 1 EROSION CONTROL PLAN - A (REV)
STAGE 1 EROSION CONTROL PLAN - B (REV)
STAGE 2 EROSION CONTROL PLAN - A (REV)
STAGE 2 EROSION CONTROL PLAN - B (REV)
NPDES GROUND STABILIZATION PLAN - A (REV)
NPDES GROUND STABILIZATION PLAN - B (REV)
PLAN AND PROFILES (REV)
PLAN AND PROFILES (REV)
WHITE OAK BRANCH LANE PLAN AND PROFILE (REV)
SALIENT POINT PLAN AND PROFILE (REV)
WHITE OAK CREEK DRIVE PLAN AND PROFILE (REV)
BMP # 11 PLANTING PLAN (ADDED)
LANDSCAPE PLAN (SOUTH)
LANDSCAPE PLAN (NORTH) (REV)
EXISTING CONDITIONS AND DEMOLITION PLAN (REV)
ENLARGED UTILITY PLAN - C (REV)
ENLARGED GRADING AND DRAINAGE PLAN - C (REV)
WHITE OAK POND ROAD PLAN AND PROFILE (REV)
WHITE OAK POND ROAD PLAN AND PROFILE (REV)
ENLARGED SITE AND SIGNAGE PLAN - A (REV)
ENLARGED SITE AND SIGNAGE PLAN - B (REV)
ENLARGED SITE AND SIGNAGE PLAN - C (REV)
C6.4
b) TOWNHOMES : 70% MAX. (452,813 SF. / 10.40 AC.)
35% (2,027,413 SF. / 46.54 AC.)
a) SINGLE FAMILY : 60% MAX. (3,087446 SF. / 70.88 AC.)
SHALL BE CLASSIFIED AS STAGED GRADING
LOTS IN PHASE 4 AND THE ADDITIONAL LOTS
GREEN LEVEL CHURCH ROAD RESTRIPING PLAN (ADDED)
DETAILS (REV)
C7.1 CENTURY WALL UNIT - DETAILS (ADDED)
DETAILS (REV)
DETAILS (REV)
DETAILS (REV)
DETAILS (REV)
DETAILS (REV)
DETAILS (REV)
VINING BRANCH WAY AND MEADOW GLEN DRIVE
C3.35 PHASE 2B LOTS 8-21 FINE GRADING PLAN

VICINITY MAP
1" = 500'OLD IVEY ROADSITE
JENKS ROAD SR 1601WIMBERLY ROAD SR
2
7
6
1
S.R. 1783SECLUDED ACRES ROAD
R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118Cover.dgnPLOT BY:3/27/20191:52:21 PMjeremy
R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C1_1.dgnPLOT BY:3/27/20192:31:56 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSC1.1S.R. 2761(60 PUBLI
C ROW)
WI
MBERLY ROADS.R. 1601(60 PUBLIC ROW)JENKS ROADCONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607261
AND APPROVAL
ACRES ROAD SUBJECT TO NCDOT REVIEW
ON GREEN LEVEL CHURCH ROAD AT SECLUDED
150-FOOT LEFT TURN LANE IS CONSTRUCTED
TO GREEN LEVEL CHURCH ROAD AND A
STREET FROM THE SUBDIVISION BOUNDARY
IS PAVED AND DEDICATED AS A PUBLIC
LOT 275 UNTIL SECLUDED ACRES ROAD
NO LOTS SHALL BE PLATTED NORTH OF
SCALE IN FEET
0 200100 400 600 800 1" = 200'LAYOUTOVERALL SITE60'S.R. 1783(60 PUBLIC ROW)SECLUDED ACRES ROAD(60 PUBLIC ROW)SUNSET MEADOWS DRIVE5 0 '50'TOP OF BANK) TYP.
(MEASURED FROM
RIPARIAN BUFFER
JORDAN LAKE 50'
50
'5
0'
TOP OF BANK) TYP.
(MEASURED FROM
RIPARIAN BUFFER
JORDAN LAKE 50'
50'WHIT
E
O
A
K
G
R
O
V
E WA
YWHITE OAK POND ROADWHITE OAK POND ROADWHITE OAK POND ROADRAMBLING CREEK ROAD SUNNYBRANCH LANEMEADOWSIDE COURTVINE POND COURTVINING BRANCH WAY
SECRET MEADOW LANEWHITE OAK BRANCH LANETUNSTALL GROVE DRIVETUNSTALL GROVE DRIVE
SUNNYBROOK FARM DRIVE
SALIENT POINT
DAOR DNOP KAO ETIHWLIART HC
N
ARB GNID
NIW
TRUOC REDNIWEDIS
SEE SHEET C1.2
SEE SHEET C1.3
SEE SHEET C1.6
SEE SHEET C1.5
SEE SHEET C1.4 (A) PROVIDE 150-FT LEFT TURN LANE ON JENKS ROAD TO
SERVE SITE.
(B) PROVIDE 150-FT LEFT TURN LANE ON GREEN LEVEL
CHURCH ROAD AT SECLUDED ACRES ROAD
(ALL WIDENING SUBJECT TO NCDOT REVIEW AND APPROVAL.)
NOTE: OFFSITE ROAD IMPROVEMENTS:
PIN: 0723724748
CHRISTINE A. GARVEY
NOW OR FORMERLY
PIN: 0723725295
JEFF AND LINDY MORRIS
NOW OR FORMERLY
WHITE OAK CREEK DRIVE276
277
279
280 278
298
299
293
292
294291
281
282
283
284
285 288
289
290 295
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286
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287
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322 323 324 325 326 327 328 329 330
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75
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152153154155156157
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116118119120
121122
148
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247
248
SPACE
OPEN
81
208
BMP # 11
BMP # 10
BMP # 9
BMP # 1
BMP # 2
BMP # 3
BMP # 4
BMP # 5
BMP # 6
BMP # 7
BMP # 8
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.
PIN: 0723716349
PEGGY L. PURDY
MORRIS F. AND
NOW OR FORMERLY
PIN: 0723716900
KAREN R. GROSKI
NOW OR FORMERLY
MEADOW GLEN DRIVE
7654321
8 9 10 1112 13 14
15
16
17
18
19
20
21
49
4846
51
5253
54
55
5657
58
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63
64
65
66
67
68
69
70
71
72
22
23 24
25 26
27 28
29 30
31 32
33 34
35
3637
3839
40
4142
4344
45
47
50
240
33
S.R. 1783
(60 PUBLIC ROW )EX. SECLUDED ACRES ROAD
PIN: 0723624559
& DONNA H.
LANGDON, MICHAEL E.
NOW OR FORMERLY
GRAVEYARD
PIN: 0723712077
THI & LY VHANH CAO
VO, MINH PHUONG
NOW OR FORMERLY
PIN: 0723702703
CLARA D.
LEE, TODD A. &
NOW OR FORMERLY
PIN: 0723701579
JONES, DEBORAH F.
NOW OR FORMERLY
PIN: 0723701560
JONES, DEBORAH F.
NOW OR FORMERLY
PIN: 0723706596
FANTASIA, PETER M.
NOW OR FORMERLY
PIN: 0723801531
NORTHCUTT, CALVIN N.
NOW OR FORMERLY
PIN: 0723801216
CARROL, MICHAEL W.
NOW OR FORMERLY
PIN: 0722890666
& SUSAN D.
MCMAINS, DANIEL M.
NOW OR FORMERLY
PIN: 0722893526
& SUSAN D.
MCMAINS, DANIEL M.
NOW OR FORMERLY
PIN: 0722895121
& RENTALS LLC.
APEX PROPERTIES
NOW OR FORMERLY
PIN: 0722788252
& ALISON N.
CLEARY, MICHAEL DUANE
NOW OR FORMERLY
PIN: 0722888770
& CAREY M.
MCMAINS, WORTH W.
NOW OR FORMERLY
PIN: 0722886419
& JANET H.
HOBBS, RONALD SCOTT
NOW OR FORMERLY
PIN: 0722775509
BH APEX 92 LLC
NOW OR FORMERLY
PIN: 0722784193
& FRANCIS J.
LEWIS, CHARLES KENNETH
NOW OR FORMERLY
PIN: 0722780191
& KENNETH
KIRKPATRICK TERESA
NOW OR FORMERLY
PIN: 0722780191
& RICHARD L.
HINESLEY, TRISHA S.
NOW OR FORMERLY
PIN: 0722683075
TERRY CICHOCKI
LOPEZ, JOFFRE &
NOW OR FORMERLY
PIN: 0722682430
& JOAN M.
OTTAWAY, DANNY L.
NOW OR FORMERLY
PIN: 0722681610
POOLE, TERRY D.
NOW OR FORMERLY
PIN: 0722484517
TOWN OF APEX
TOWN OF CARY &
NOW OR FORMERLY
PIN: 0722598851
WOLFE, BILLY RAY
NOW OR FORMERLY
PIN: 0723601654
PATON, RICHARD ALAN
NOW OR FORMERLY
PIN: 0723610826
LISA L.
ROSS, JEFFREY A. &
NOW OR FORMERLY PIN: 0723716900
KAREN R. GROSKI
NOW OR FORMERLY
PIN: 0723716349
PEGGY L. PURDY
MORRIS F. AND
NOW OR FORMERLY
PIN: 0723725295
JEFF AND LINDY MORRIS
NOW OR FORMERLY
PIN: 0723724748
CHRISTINE A. GARVEY
NOW OR FORMERLY
PIN: 0723711493
NINA W.
MOORE, RICHARD D.
NOW OR FORMERLY
14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
5. CAPE FEAR WATERSHED
4. TOWN PROJECT ID FOR BUFFERS 13-016 AND 16-013
RIPARIAN BUFFERS.
3. APPLICABLE STREAMS ON SITE WERE EVALUATED FOR
PROTECTION OVERLAY DISTRICT.
2. SITE IS LOCATED IN THE PRIMARY WATERSHED
SURVEY, PC.
1. TOPO AND BOUNDARY PROVIDED BY BATEMAN CIVIL
NOTES:
S.
R. 1782
(60 P
U
B
LIC
R
O
W)
O
L
D I
V
E
Y
R
O
A
D
EASEMENTCARY FORCE MAI
NEX.
40'
TOWN OF70' EASEMENTCAROLINAS, INCEX. PROGRESS ENERGYPIP
E
LI
NE
E
AS
E
ME
NT
E
X. 50'
C
OL
ONI
AL
50'
E
AS
E
ME
NT
E
XT
E
NSI
ON
C
OMP
ANYE
X.
C
AR
DI
NAL
WETLANDS (TYP.)
WETLANDS (TYP.)70' EASEMENTCAROLINAS, INCEX. PROGRESS ENERGYTOP OF BANK) TYP.
(MEASURED FROM
RIPARIAN BUFFER
JORDAN LAKE 50'
TOP OF BANK) TYP.
(MEASURED FROM
RIPARIAN BUFFER
JORDAN LAKE 50'
TOP OF BANK) TYP.
(MEASURED FROM
RIPARIAN BUFFER
JORDAN LAKE 50'
REC. SITE
FUTURE
PHASE I
PHASE I
PHASE III
PHASE I
PHASE III
PHASE I
PHASE III
P
HASE II
P
HASE III
P
HASE IIIPHASE II
PHASE III
PHASE IIPHASE I
P
H
A
S
E II
P
HAS
E IPHASE
IIPHASE I
PHASE I
PHASE IIIPHASE IIIPHASE IIPHASE III
PHASE II
PHASE III
PHASE IV
PHASE IV
PHASE III
TOP OF BANK) TYP.
(MEASURED FROM
RIPARIAN BUFFER
JORDAN LAKE 50'50'
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70'291
11,652 SF
PT Sta = 32+57.64PC Sta = 33+56.17PT Sta = 35+60.81
CONTINUED ON SHEET C1.3
DATE
C1.2SCALE IN FEET
1601208040200R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C1_2.dgnPLOT BY:3/27/20192:32:25 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 25'25'
25'
20'20'2
0'
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
PATH W/ EASM'T
10' MULTI-USE
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
70'
PERIMETER BUFFER
25' UNDISTURBED
PERIMETER BUFFER
25' UNDISTURBED
PERIMETER BUFFER
25' UNDISTURBED
20'DRAINAGE EASEMENT
OF APEX STORM
20' PUBLIC TOWN SIGNAGE PLAN - AENLARGED SITE ANDPER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
DATE
DATE
DATE
DATE
MUTCD
DRAINAGE EASEMENT
20' PRIVATE STORM20'20'20'20'
EASEMENT
STORM DRAINAGE
OF APEX PUBLIC
VARIABLE TOWN
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX 20'DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
20'
DRAINAGE EASEMENT
20' PRIVATE STORM 20'
MUTCD
PATH
10' MULTI-USE
PATH
10' MULTI-USE 1" = 40'SPACE
OPEN
313
314 315
S.R. 1783
(60 PUBLIC ROW )EX. SECLUDED ACRES ROAD
BOUNDARY ON MEADOW GLEN DRIVE.
TOWN OF APEX MAINTENANCE BEGINS WEST OF PROJECT
2. STATE MAINTENANCE ENDS AT SECLUDED ACRES ROAD.
UP TO SIDEWALK.
IN ALL DIRECTIONS AND 1:12 SLOPE ON RAMP
HC RAMP SHALL BE FLUSH ENTRY WITH 2% MAX.
HANDICAP DESIGNATED SPACES.
1. MAX. 2% SLOPES IN ALL DIRECTIONS WITHIN
NOTE:
SEE NOTE 2
298
299
293
292
294
281
282
283
284
285
288
289
290 295
296
297
286
301
302
303
300
287
304
305 306 307
308
309
310
311
312
315
316
317
318
319
320
321
322 323 324 325 326 327 328 329 330
WHITE OAK POND ROADWHITE OAK BRANCH LANE10,703 SF 10,625 SF
12,063 SF
11,863 SF
12,283 SF
10,200 SF
10,200 SF
10,200 SF
10,200 SF
10,193 SF
9,811 SF
9,861 SF
11,007 SF
10,879 SF WHITE OAK CREEK DRIVESALIENT POINT
HCR HCR
HCR
HCR
B-B
SPACE
OPEN
9,915 SF
16,201 SF
15,838 SF
13,112 SF
13,126 SF
13,119 SF
13,133 SF
10,200 SF
10,631 SF
10,677 SF
10,026 SF
9,610 SF 9,618 SF 10,115 SF
13,133 SF
13,126 SF
13,112 SF
13,119 SF
14,596 SF
13,223 SF
13,214 SF
13,206 SF
13,197 SF
13,189 SF
11,570 SF10,226 SF
10,250 SF 10,250 SF10,625 SF 10,250 SF
10,625 SF
10,797 SF
117'
116'
116'
115'125'125'125'125'80'
154'
154'
154'
154'128'134'
120'
157'93'
6
6'
9'
39'102'69'14'132'73'120'120'
120'120'
120'120'85'85'85'70'39'85'85'125'85'85'85'85'82'
60'
67'14'24'34'85'85'85'85'85'87'94'95'75'85'85'85'85'85'85'34'103'85'85'85'32'1
1
3'
130'
39'
75'75'80'128'128'129'103'85'65'90'120'
95'95'
3
9'104'82'82'82'95'
85'85'82'82'82'82'69'125'125'125'125'99'39'55'39'75'75'55'
39'85'85'85'85'85'85'85'85'154'
154'
154'
154'
154'154'
90'90'158'90'
155'85'85'85'85'85'85'85'85'85'85'40'
155'
155'
155'27'50'27'PC Sta = 1+61.71PT Sta = 2+38.862+003+004+005+006+00P
C Sta = 1+42.25
PT Sta = 2+72.02
2+003+00
4+00
5+00
6+00
7+00 2+003+004+005+006+007+008+009+002+00
3+00
4+00
5+00
6+00
7+00
8+00
1+001+001+00 7+00MUTCD R1-1
MUTCD R1-1
MUTCD R1-1
MUTCD R1-1
25'R
25'R2
5'R2 5 'R2
5'R
25'R2
5'R2
5'R25'
R
25'R
25'R
60'
60'
818.18
S89°45'25"W
516.45N0°10'21"EN0°17'1"E798.0442.25N37°21'5"E61.71S68°29'8"EN89°24'48"E
539.4387.921 = L00.002 = R1
7
.6
0
2
=
L
00.002 = R(244.01)(295.42)
(164.49)(289.28)(364.40)
)7
1
.2
5
1
=
L
()45.45 = L
()82.55 = L()05.47 = L(00.002 = R
51.77 = L
MEADOW GLEN DRIVE
SIDEWALK (TYP)
5' CONCRETE
MUTCD R2-1
MUTCD R2-1
MUTCD R2-1
MUTCD R2-1
MUTCD R2-1
MUTCD R2-1
MUTCD R2-1
81'70'94'38'107'51'ROW124'
121'
113'39'45'80'
3
3'
99'70'
46.402 =
L
00.891 = R
9
8.
5
3N5
9°
2'
4
3"W414.43N0°10'21"E32+0033+0034+00
35+00
36+00
37+00
38+00
39+00
130'
156'
156'15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSTYP3.5'
R
CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607(624.81)14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
R1-1
30"X 30"
R2-1
24"X 30"
STOP
HCR (173.24)SIGN LEGEND
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
DRAINAGE EASEMENT
20' PRIVATE STORM
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
HCR HCRROW
5' CONCRETE SIDEWALK (TYP)5' CONCRETE SIDEWALK (TYP)25'R25'R
HCR
HCR
25'R
ROW
WAKE COUNTY REGISTRY
BOM 1974, VOLUME IV, PG 416
BK 2284, PG 65 AND
DECLARATION OF DEDICATION
PER BK 6028, PG 0553,
60' WIDE PUBLIC ROADWAY
JORDAN LAKE 50'B-BHCR
MUTCD R1-1
MUTCD R1-125'25'
B-B
27'
50'
ROW
B-B27'25'25'RB-B
27'
50'
ROW
HCR
HCR
MUTCD R2-1
MUTCD R2-1
MUTCD R2-1
HCRHCR
PW - TRANSPORTATION
BUILDING INSPECTIONS
WR - UTILITY ENGINEERING
WR - STORMWATER
PLANNING
PLANNING - TRANSPORTATION
FIRE
PARKS, RECREATION & CULTURAL RES.
DATE
DATE
DATE
DATE
DATE
WATER AND SEWER SYSTEM
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70'C2.21" = 50'291
CONTINUED ON SHEET C2.3
S.R. 1783
(60 PUBLIC ROW )EX. SECLUDED ACRES ROAD
SCALE IN FEET
20015010050250 PLAN - AENLARGED UTILITY1.
2.
3.
4.
5.
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C2_2.dgnPLOT BY:3/27/20192:33:39 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607SEWER SERVICES IN EXCESS OF 13' DEEP SHALL BE DIP.
OF CONSTRUCTION DRAWINGS.
FINAL SANITARY SEWER PIPE MATERIAL TO BE DETERMINED AT TIME
SPECIFICATIONS.
FOR ADEQUATE SIZE PER TOWN OF APEX STANDARDS AND
ONSITE WATER AND SANITARY SEWER MAINS SHALL BE DESIGNED
THE PROJECT FRONTAGE ON WIMBERLY ROAD
ON JENKS ROAD. A 12 INCH DIP WATER MAIN IS PROPOSED ALONG
CHURCH ROAD TO THE WESTERN PROPERTY CORNER OF THE PROJECT
ON JENKS ROAD FROM POINT OF CONNECTION AT GREEN LEVEL
PROJECT PROPOSES THE EXTENSION OF A 16 INCH DIP WATER MAIN
RODNEY SMITH - 919-249-3342.
PROGRESS). CONTACT FOR TOWN OF APEX ELECTRIC UTILITIES IS
(WATER, SEWER AND ELECTRIC MAY BE APEX OR DUKE ENERGY
RALEIGH LAND FUND I, LLC REQUESTS FULL TOWN SERVICES
277
279
280
278
298
299
293
292
294
281
282
283
284
285
288
289
290 295
296
297
286
301
302
303
300
287
304
305 306 307
308
309
310
311
312
313 314 315
316
317
318
319
320
321
322 323 324 325 326 327 328 329 330
WHITE OAK POND ROADWHITE OAK BRANCH LANEWHITE OAK CREEK DRIVESALIENT POINT
8"
P
V
C
SPACE
OPEN
FH 30
SCM # 10
SCM # 11
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
8" ARV
70'
20'20'20'
MEADOW GLEN DRIVE 20'15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTS8" PVC50'
50'
MH 123
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
8" DI
P WATERLI
NE8" DIP WATERLINE8" DIP WATERLINE
8" PVC8" PVC
8" PVC8" PVC8" PVCMH 130
8" DIP WATERLINE8" DIP WATERLINE
8" DIP WATERLINE8" PVC8" PV
C8" PVC8" PVC8"
P
VC8"
P
VC
8" PVC8" PVCMH 120
FH 34
ARV
8" BOA
8" DIP WATERLINE
8" PVC
8" PVC8" BOA
8" PVCJORDAN LAKE 50'
RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK) TYP.
8" PVC
20'
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT
STORM DRAINAGE
TOWN OF APEX
20' PUBLIC
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
LINE
WATER
8" DIP
LINE
WATER
8" DIP
SERVICE (TYP.)
4" SEWER
SERVICE (TYP.)
4" SEWER
FH 31
FH 32
FH 33
SERVICE (TYP.)
ƒ" WATER
2 - 8" G.V.'s
8" TEE
2 - 8" G.V.'s
8" TEE
2 - 8" G.V.'s
8" TEE
LINE
WATER
8" DIP
2 - 8" G.V.'s
8" TEE
2 - 8" G.V.'s
8" TEE
FH 35
8" BOA
MH 137
MH 138
MH 139
MH 132
MH 133
MH 124
MH 125
MH 126
MH 127
MH 128
MH 129
MH 121
MH 122
MH 131
MH 135
DRAINAGE EASEMENT
OF APEX STORM
20' PUBLIC TOWN
DRAINAGE EASEMENT
20' PRIVATE STORM
PERIMETER BUFFER
25' UNDISTURBED
PERIMETER BUFFER
25' UNDISTURBED
PERIMETER BUFFER
25' UNDISTURBED
PATH W/ EASM'T
10' MULTI-USE
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
TOA STANDARDS
AND PATCH PER
SAW CUT ASPHALT
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
DRAINAGE EASEMENT
20' PUBLIC STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
EASEMENT
STORM DRAINAGE
20' PRIVATE
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT
STORM DRAINAGE
OF APEX PUBLIC
VARIABLE TOWN
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
ACCESS EASEMENT
MAINTENANCE AND
VARIABLE BMP
20'
2
0'20'20'DRAINAGE EASEMENT
OF APEX PUBLIC
VARIABLE TOWN
ACCESS EASEMENT
MAINTENANCE AND
HOA RETAINING WALL
VARIABLE BMP AND
DRAINAGE EASEMENT
PUBLIC STORM
VARIABLE TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
8" BOA
3 - 8" G.V.'s
8" CROSS
MH 138A
FH 36
MH 136
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70'15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTS7. REFER TO SHEETS C3.9 TO C3.18 FOR EROSION CONTROL PLANS.C3.21" = 50'291
CONTINUED ON SHEET C3.3
SCALE IN FEET
20015010050250
S.R. 1783
(60 PUBLIC ROW )EX. SECLUDED ACRES ROAD
ACTIVE OPEN SPACE:
PASSIVE OPEN SPACE:
TOTAL RCA PROVIDED:
RCA REQUIRED:
TOTAL AREA:
(2.66 x .25) = .67 AC.
33.50 AC.
34.17 AC. (26%)
33.25 AC. (25%)
132.98 AC.AND DRAINAGE PLAN - AENLARGED GRADINGNOTES:
1. STORMWATER TREATMENT AND ATTENUATION SHALL ADHERE TO TOWN OF APEX UDO SECTION 6.1
3. TOPO PROVIDED BY BATEMAN SURVEYING AND REPRESENTS ACTUAL FIELD TOPO
4. BUFFERS, STREAMS, AND WETLANDS FROM ACTUAL SURVEY BY BATEMAN SURVEYING
5.
2. BMP'S MAY SERVE AS SEDIMENT CONTROL DEVICES DURING CONSTRUCTION AND CONVERTED ONCE
ONCE DEVELOPED AREA IS BUILT OUT AND STABILIZED.
STRUCTURAL BMP'S SHALL MEET OR EXCEED REQUIRMENTS SET FORTH IN SECTION 6.1.12 OF THE
TOWN OF APEX UDO.
6. WHEN RCA AND / OR BUFFERS ARE ADJACENT TO A RESIDENTIAL LOT, THEN A GRADING PERMIT FOR
THAT LOT SHALL INCLUDETREE PROTECTION FENCING 10' OFF RCA AND / OR BUFFER. LOT GRADING PERMIT
MUST BE APPLIED FOR BY THE BUILDER.
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C3_2.dgnPLOT BY:3/27/20192:36:25 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607HOME CONSTRUCTION
TO BE DETERMINED BY BUILDER DURING TIME OF
ALONG PROPERTY LINE - MATERIALS AND DESIGN
BUILDER TO INSTALL MINIMUM 6 FOOT HIGH FENCE
ASPHALT WEDGING ONLY
277
279
280
278
298
299
293
292
294
281
282
283
284
285
288
289
290 295
296
297
286
301
302
303
300
287
304
305 306 307
308
309
310
311
312
313 314 315
316
317
318
319
320
321
322 323 324 325 326 327 328 329 330
2853153004:1 WHITE OAK POND ROADWHITE OAK BRANCH LANEWHITE OAK CREEK DRIVESALIENT POINT
SPACE
OPEN
14" pp
2802802
8
5285 290290290
295
295
295
300
300
300
305305
305 305310
3
1
0
310 310315315 315320 320320
320320 3253
2
5
2953
00
305
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
SCM # 10
SCM # 11
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
272
70'
20'20'20'
MEADOW GLEN DRIVE 20'4:1
290
285
3:114023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
50'
50'
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
SILT FENCE / TREE PROTECTION COMBO
ACTIVE OPEN SPACE
PASSIVE OPEN SPACE
RCA LEGEND
4:1271
271
2 7 1272
272 273273273
275
275 275275275
2
7
5
2
7
5
2
7
5
275
276
276.5
276.5276.5
277
2772772
7
7
2
7
7
2
7
7.
5
280280280
280
280
280
280
2
8
0
280280
281 281281
2832
8
3
284
285287
288
290290290290
290290290 291
292
294 295
295295295
295
295
2
9
5
297
297
299
300
3003 0 0
300
300 302305
305
3
0
5
305
3103103153203
2
5
330
335
3
4
0
EX. INV = 293.37
199
201202
203
200
192
193
200.1
216.1
194
195
197
198
204
206
207
209
210
211
212
213 214
215
216
217
205
208
196
218
219
IS DIRECTED TO ROAD
BE GRADED SO THAT RUNOFF
LOTS 281 THRU 286 MUST
NOTE:
IS DIRECTED TO ROAD
BE GRADED SO THAT RUNOFF
LOTS 328 THRU 330 MUST
NOTE:
IS DIRECTED TO ROAD
BE GRADED SO THAT RUNOFF
LOTS 316 THRU 321 MUST
NOTE:
TW = 286.0
BW = 282.0
BW = 278.0
TW = 287.0
BW = 278.0
TW = 292.0
BW = 278.0
TW = 293.0
TW = 288.8
BW = 279.0
BW = 283.8
TW = 283.8
BW = 284.0
TW = 284.02:12:1
2:13:13:12:12:12
:1
3
:1
17" pp
9" bw
9" pp 9" bw
25" pn
11" wo
11" pn
13" wo
10" wo
10" wo
8" wo
28" wo
11" ro
9" ro
9" bw
17" bw
15" wo
9" mp
14" wo
9" wo
9" wo
15" wo13" ro
14" wo
14" gm
13" pp
15" ro
8" wo
13" wo
15" gm
25" wo
9" pp
9" gm
17" pn
11" pn
11" gm
9" pn
13" pn
13" gm
11" gm
14" pn
9" wo
11" ro
14" pn
14" ro
8" mp
8" pn
12" ro
12" gm
11" wo
9" mp
13" pn
9" pn
9" pn
12" pn
11" gm
10" gm
8" wo
9" wo
11" gm
15" wo
15" ro
8" wo
10" gm
12" wo
9" pn
12" gm
10" gm
15" pp
12" gm
8" gm
8" pn
14" pp
9" pn
11" mp
9" mp
13" pn
8" pn
8" pn
13" pn
8" pn
8" pn
9" wo
12" wo
9" pn14" pn
12" wo
10" pn
8" pn
8" pn
16" pn
8" wo
9" pn
9" pn
9" pn
8" ro
8" pn
11" pn
8" pn
12" pn
8" pn
9" gm
8" hk
8" gm
13" gm
8" pn
17" ro
10" gm
18" wo
13" mp
9" mp
14" pp
9" mp
9" gm
12" gm
9" pn
12" pn
8" hk
19" gm
21" ro 18" ro 22" gm
JORDAN LAKE 50'
RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK) TYP.
EX. INV = 305.91
EX. INV = 307.79
20'
154
155
156
157
158159
160
161
162
163
164
165
166
167
168 169 170
171
172
173
174
175
176
177
178
179
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT
STORM DRAINAGE
TOWN OF APEX
20' PUBLIC
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EX. INV = 295.33
EX. 18" RCP
EX. 24" CMPDRAINAGE EASEMENT
OF APEX STORM
20' PUBLIC TOWN
DRAINAGE EASEMENT
20' PRIVATE STORM
PERIMETER BUFFER
25' UNDISTURBED
PERIMETER BUFFER
25' UNDISTURBED
PERIMETER BUFFER
25' UNDISTURBED
PATH W/ EASM'T
10' MULTI-USE
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
DRAINAGE EASEMENT
20' PUBLIC STORM
DRAINAGE EASEMENT
20' PRIVATE STORM
EASEMENT
STORM DRAINAGE
20' PRIVATE
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
EASEMENT
STORM DRAINAGE
OF APEX PUBLIC
VARIABLE TOWN
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
ACCESS EASEMENT
MAINTENANCE AND
VARIABLE BMP
20'
2
0'20'20'DRAINAGE EASEMENT
OF APEX PUBLIC
VARIABLE TOWN
ACCESS EASEMENT
MAINTENANCE AND
HOA RETAINING WALL
VARIABLE BMP AND
DRAINAGE EASEMENT
PUBLIC STORM
VARIABLE TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
160.1
12" pn
TREE PROTECTION FENCING
160.2
11" pn
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70'SCALE IN FEET
20015010050250R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C3_19.dgnPLOT BY:3/27/20192:46:25 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTS14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER 1" = 50'C3.19CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607STABILIZATION PLAN - ANPDES GROUNDFOR PORTIONS OF PROJECT WITHIN THE SEDIMENT CONTROL
COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0 I 05) ,
STABILIZATION WITH GROUND COVER' SHALL BE ACHIEVED AS SOON AS
PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
1.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:I) 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 PRACTICABLE BUT IN ANY
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
2.CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE
FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
a.EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE.
b.ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER
WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS
THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES
ARE STEEPER THAN 3: I, THE 7 DAY-REQUIREMENT APPLIES.
c.ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY
GROUND COVER REQUIREMENT
d.SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND
COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
e.ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER
METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A
CASE-BY-CASE BASIS.
f.
g.PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT
DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING
CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER
REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC PLAN OR ADDED BY THE
PERMITTING AUTHORITY.
1.THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT
NCG010000;
2.THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000 ONLY;
3.THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO
NPDES GENERAL STORMWATER PERMIT NCG010000;
4.THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS
NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION
UNDER THE CITY CODE
NPDES GROUND STABILIZATION REQUIREMENTS
NPDES NOTES
a.
b.
a.
b.
c.
d.
e.
f.
g.
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.2853153004:1
272
4:1
290
285
3:12752802802
8
5285 290290290
295
295
295
300
300
300
305305
305 305310
3
1
0
310 310315315 315320 320320
320320 3253
2
5
2953
00
305
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY
70'50'
50'4:1271
271
2 7 1272
272 273273273
275
275 275275275
2
7
5
2
7
5
2
7
5
275
276
276.5
276.5276.5
277
2772772
7
7
2
7
7
2
7
7.
5
2
7
8280280280
280
280
280
2
8
0
280280
281 281281
2832
8
3
284
285287
288
290290
290290290290
290291
292
294
295
295
295
2
9
5
295
295295297
297
299
300
300300
3 0 0
300302
305
305
305
3
0
5
3103103153203
2
5
330
335
3
4
0
EX. INV = 293.37
2:12:1
2:13:13:12:12:12
:1
3
:1
JORDAN LAKE 50'
RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK) TYP.
EX. INV = 305.91
EX. INV = 307.79
EX. INV = 295.33
EX. 18" RCP
EX. 24" CMPCONTINUED ON SHEET C3.20
TRASH RACK DETAIL1.75'SCALE IN FEET
80604020100
1" = 20'NOTES:
1. STORMWATER TREATMENT AND ATTENUATION SHALL ADHERE TO TOWN OF APEX UDO SECTION 6.1
3. TOPO PROVIDED BY BATEMAN SURVEYING AND REPRESENTS ACTUAL FIELD TOPO
4. BUFFERS, STREAMS, AND WETLANDS FROM ACTUAL SURVEY BY BATEMAN SURVEYING
5.
2. SCM'S MAY SERVE AS SEDIMENT CONTROL DEVICES DURING CONSTRUCTION AND CONVERTED ONCE
ONCE DEVELOPED AREA IS BUILT OUT AND STABILIZED.
STRUCTURAL SCM'S SHALL MEET OR EXCEED REQUIRMENTS SET FORTH IN SECTION 6.1.12 OF THE
TOWN OF APEX UDO.
6. WHEN RCA AND / OR BUFFERS ARE ADJACENT TO A RESIDENTIAL LOT, THEN A GRADING PERMIT FOR
MUST BE APPLIED FOR BY THE BUILDER.
A
NTS

(SEE PLAN)
SECTION A - EMBANKMENT DETAIL3:1
M
A
X
CLAY LINER REQUIRED
(SEE NOTE 1)
OUTLET STRUCTURE DETAIL
N. T. S.
12" - #57 STONE8"STEM GUIDES
STEM EXTENSION
HANDWHEEL
BALLAST CONCRETE
CLAY LINER SHALL BE INSTALLED IN THE BOTTOM AND SIDE SLOPES
(UP TO THE TEMPORARY POOL ELEVATION) OF THE FACILITY. THE INFILTRATION
A GEOTECHNICAL ENGINEER SHALL BE RESPONSIBLE FOR OBSERVING, TESTING
AND PROVIDING DIRECTION FOR INSTALLATION OF THE CLAY LINER TO
TO A PERMANENT STORMWATER FACILITY AT THE END OF CONSTRUCTION.
AS AN ALTERNATIVE TO INSTALLING THE CLAY LINER, THE CONTRACTOR
MAY INSTALL A 30 MIL POLY-LINER OR BENTONITE LINER TO PREVENT
WATER FROM MIGRATING INTO THE SOILS. IF A POLY-LINER IS USED,
DAMAGE DURING MAINTENANCE OF THE FACILITY AND/OR DEGRADATION
ON THE SITE SOILS ENCOUNTERED DURING CONSRUCTION OF THE STORMWATER
FACILITY, IF IT IS DETERMINED THAT A LINER IS REQUIRED. A GEOTECHNICAL
ENGINEER SHALL MONITOR THE LINER INSTALLATION WORK IN ORDER TO
CERTIFY THE LINER IS INSTALLED IN ACCORDANCE WITH NCDWQ
REQUIREMENTS, IF A LINER IS NEEDED.
ENGINEER BE CONSULTED FOR THE BEST METHOD TO IMPLEMENT BASED
ENSURE THE FACILITY WILL HOLD WATER FOR TREATMENT WHEN CONVERTED
THE LINER SHOULD BE APPROXIMATLEY 12" BELOW GRADE TO PREVENT
DUE TO SUNLIGHT, ETC. IT IS RECOMMENDED THAT A GEOTECHNICAL
A 6"-12" THICK LAYER OF COMPACTED
RATE OF THE CLAY LINER SHALL BE NO MORE THAN 0.01 INCHES/HOUR.
MANHOLE STEPS
@ 16" o.c.
INSIDE AND
OUTSIDE
4" DIP
EXTEND 6" DIP TO
BASIN INVERT FOR
DRAINAGE BASIN
COMPACTION NOTES:
1. EMBANKMENT FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS
AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY.
2. FILL AND BACKFILL PLACED AGAINST ALL STRUCTURES, CULVERTS,
CONDUITS, DRAINS, ETC. SHALL BE PLACED IN 4 TO 6 INCH
LIFTS AND COMPACTED USING HAND-HELD OF MANUALLY OPERATED
EQUIPMENT AND COMPACTED TO 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY.
3. THE BASIN INVERT AND EMBANKMENT SHALL BE SEEDED IN
ACCORDANCE WITH THE EROSION CONTROL PLAN AND THE PLANTING
PLAN BELOW WITHIN 15 DAYS OF COMPLETION OF GRADING WORK ON
THE BASIN.
4. THE BASIN WILL BE USED FOR EROSION CONTROL DURING THE
CONSTRUCTION PHASE OF THE PROJECT. THE BASIN SHALL BE CLEANED
OUT AND VEGETATION COVER SHALL BE ESTABLISHED PRIOR TO USE
AS A WET DETENTION BASIN.
BE DISPOSED OF OFFSITE AT A LOCATION WITH ALL REQUIRED
PERMITS.
SKIMMER, ATTACHED
DURING CONSTRUCTION.
GATE VALVE OPEN DURING
CONSTRUCTION. (REFER
TO SEDIMENT BASIN
SCHEDULE FOR
SKIMMER SIZE)
6" FLANGED GATE VALVE
(SEE NOTE 2)
USE COUPLING TO SECURE
SKIMMER TO BASIN DRAIN
BASIN INVERT
1. THE END OF THE DRAWDOWN PIPE SHALL BE
PLUGGED WHILE BASIN IS BEING USED FOR SITE
EROSION CONTROL.
2. SECURE SPOOL AND GATE VALVE TO RISER WALL
WITH TWO ALLTHREAD RODS AND MASONARY ANCHORS
NOTES:
6" FLANGED SPOOL
DISCHARGE
PIPEFOR 1" STORM DRAWDOWN
TEMPORARY POOL
PERMANENT POOL
2:1
M
A
X
PERMANENT POOL = WATERLEVEL 277.50
TEMPORARY POOL = WATERLEVEL 283.88
TOP OF EMBANKMENT = 283.00
START SUBMERGED VEGETATIVE SHELF = 278.00
END SUBMERGED VEGETATIVE SHELF = 277.00
= 271.00 60"INVERT OUT = 275.50'
INVERT IN = 276.50'
36" RCP - 78 LF @ 1.28%
RISER INVERT = 276.50'
WATERLEVEL = 277.50
WATERLEVEL = 278.58
TOP OF RISER = 281.00
Q100 WL = 281.60
Q10 WL = 280.32
Q1 WL = 279.30
7.
1' SEDIMENT STORAGE
WET DETENTION BASIN NO. 11 (SCM 11) DESIGNED FOR 90% TSS REMOVAL.
OUTLET STRUCTURE *
SHWT = TO BE DETERMINED BY GEOTECH ENGINEER
NOTES:C3.33A3. REFER TO LANDSCAPE SHEETS
FOR SCM PLANTING PLAN.
314 315
313
277
278
276
EASEMENT
MAINTENANCE
RETAINING WALL
VARIABLE SCM AND
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.
6' VEGETATIVE SHELF (SLOPE = 10:1 MAX)
6'-0" DIA. CONCRETE
36" RCPINSTALL CAP ON END OF
PIPE W/ 2.25" DIA. OPENING
NOTES:
1. THE SITE RETAINING WALLS, INCLUDING THE RETAINING WALLS THAT ARE PART
WITH INPUT FROM TESTING COMPANIES CONCERNING FABRICS, INFILTRATION AND OTHER
2. OWNER OR HOA SHALL SCHEDULE INSPECTION OF THE RETAINING WALL TO BE
CONSTRUCTED ON THE DOWNSTREAM SIDE OF THE DAM EMBANKMENT PERIODICALLY
(MIN. ANNUALLY) TO CHECK FOR POTENTIAL DAMAGE, SEEPAGE OR FAILURES.
3. DEVELOPER SHALL REQUIRE STRUCTURAL ENGINEER AND/OR TESTING COMPANY
TO CERTIFY THAT WALL AND ASSOCIATED COMPONENTS MEET THEIR DESIGN CRITERIA.
PER DEVELOPERS / CLIENTS CHOICE. WALLS AS SHOWN ON THESE PLANS ARE SYMBOLIC ONLY.
4. SAFETY FENCE SHALL BE PROVIDED FOR FALL PROTECTION FOR ALL WALLS 30" OR HIGHER.
5. CONTRACTOR SHALL IDENTIFY ALL EXISTING TOPO AND STRUCTURE ELEVATIONS PRIOR TO
STAKING AND CONSTRUCTION IN ORDER TO MAKE SURE DESIGN WILL WORK WITH SAID
ELEVATION. DUE TO CHANGING FIELD CONDITIONS AND VARYING TOPO, BNK ASSUMES NO
RESPONSIBILITY SHOULD CONTRACTOR OR SURVEY STAKING IMPROVEMENTS FAIL TO VERIFY
EXISTING CONDITIONS.
THAT LOT SHALL INCLUDE TREE PROTECTION FENCING 10' OFF RCA AND / OR BUFFER. LOT GRADING PERMIT
6. WHEN RCA AND / OR BUFFERS ARE ADJACENT TO A RESIDENTIAL LOT, THEN A GRADING PERMIT FOR
THAT LOT SHALL INCLUDETREE PROTECTION FENCING 10' OFF RCA AND / OR BUFFER. LOT GRADING PERMIT
MUST BE APPLIED FOR BY THE BUILDER.
TOWN OF APEX GENERAL SCM NOTES:AND DETAILSSCM # 11 PLAN THE DESIGN OF THE WALLS AND LINERS. THE SCM RETAINING WALL TYPES ARE
OF THE SCM'S, SHALL BE DESIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER
RELATED COMPONENTS OF THE SCM. BNK ASSUMES NO RESPONSIBILITY FOR
6" DIP DRAIN
LENGTH = 30'
TOP = 282.00
EMERGENCY SPILLWAY
THIS SHEET)
(SEE PLANTING DETAIL -
6' VEGETATED SHELF
(SEE DETAIL - THIS SHEET)
OUTLET STRUCTURE
30'
5. SEDIMENT CLEANED OUT FROM THE CONSTRUCTED BASIN SHALL
SIZE / INVERT SHALL REMAIN AS SHOWN.
THE TOP OF STRUCTURE AND ORIFICE
MANHOLE BASED ON OWNERS PREFERENCE.
STRUCTURE INSTEAD OF A PRECAST
(INSIDE DIMENSION) SQUARE OUTLET
* CONTRACTOR MAY INSTALL A 5'x 5'
Q2 WL = 279.35
DEPTH = 273.00 (FOREBAY)
272.00 (MAIN POND)
BASIN INVERT = 272.00 (FOREBAY)
271.00 (MAIN POND)
NTS
CONCRETE CRADLE DETAIL
36" RCP
18"
TYP.
60"9"12"MIN.FILL
FLOWABLE
75 PSI3:1(NOT TO SCALE)
BERM
3:
1
NTS
CL
10'
WET DETENTION BASIN OUTLET
DETAIL (THIS SHEET)
SEE OUTLET STRUCTURE
BASIN INVERT = 271.00'
36" RCP
EL. = 282.00'
EMERGENCY SPILLWAY
ELEV. 283.00
TOP OF DAM
CONC. CRADLE
SITE GEOTECHNICAL ENGINEER
PER THE DIRECTION OF THE
KEY TRENCH TO BE PROVIDED
217
218
219
TW = 284.0
BW = 284.0
TW = 286.0
BW = 282.0
TW = 287.0
BW = 278.0
TW = 292.0
BW = 278.0
TW = 293.0
BW = 278.0
TW = 288.8
BW = 279.0
TW = 283.8
BW = 283.8
T
OP OF BANK)
T
YP.BUF
F
ER (MEAS
URED
F
ROMJ
ORDAN
L
AKE
5
0' RI
P
ARI
AN12"1'
INV = 279.00
276.50
6" INVERT =
TEE
R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C3_33A.dgnPLOT BY:3/27/20192:52:26 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 2760710° TYP.
MANHOLE WALL THICKNESS
VARIES DEPENDING ON
TRASH RACK SECURING 0.50'1.00'3.50'R
2.50'
R
1.50'R3.50'R
R0.50'
THE POND.
BE HELD IN POSSESSION OF THE PARTY RESPONSIBLE FOR MAINTENANCE OF
THE HATCH SHALL BE SECURED WITH A CHAIN AND A LOCK. THE KEY SHALL

ON THE INSIDE AND OUTSIDE OF THE RISER.
THE HATCH SHALL LINE UP DIRECTLY ABOVE STEPS WHICH SHALL BE INSTALLED

LOCATIONS SHOWN AND SHALL REST DIRECTLY ATOP THE RISER.
SHALL BE WELDED. THE ANGLES SHALL BE WELDED TO THE ASSEMBLY AT
ALL POINTS AT WHICH TWO SEPERATE PIECES OF REBAR COME TOGETHER

ALL REBAR AND ANGLES SHALL BE GALVANIZED WITH A BITUMINOUS COATING.

ALL REBAR SHALL BE #4 REBAR

NOTES:
ANGLES, TYP (4)
2" X 2" X 0.25"
2" X 2" X 0.25" ANGLE
0.5" CONCRETE ANCHOR BOLTS.
SHALL BE ATTACHED TO THE MANHOLE RISER BY 2" X
EQUALLY SPACED GALVINIZED STEEL CLAMPS. CLAMPS
ANCHOR TRASH RACK TO MANHOLE WALL WITH FOUR
N.T.S.
FOR ACCESS)
CLEAR SPACE OPENING
PROVIDE A MIN. 2'x 3'
(ACCESS HATCH SHALL
FABRICATED HINGES.
ACCESS HATCH WITH
TRASH RACK PEAK ROOF
MIN. 2:1 SLOPE ON
MANHOLE
5' I.D. PRECAST
FOREBAY
FABRIC BASE
RIP-RAP w/ GEOTEXTILE
NCDOT CLASS "B"
OUTLET PROTECTION CALCULATIONS
THE PRESERVE BMP 11
OUTLET #TAILWATER METHOD
CALC.
(cfs)
Q10
(fps)
V10
(in)
d50
(in)
PIPE DIA.
(in)
dMAX
(in)
THICKNESS
(ft)
LENGTH
(ft)
WIDTH
(class)
RIP-RAP
219 23.21 6.81 6 30 MINIMUM 9 13.5 16 18.5 B NCDENR
11.07 2.18 7 36 MINIMUM 20 B NCDENRSCM 11 10.5 15.75 23 15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSSCM # 11
272
14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
5. CAPE FEAR WATERSHED
4. TOWN PROJECT ID FOR BUFFERS 13-016 AND 16-013
RIPARIAN BUFFERS.
3. APPLICABLE STREAMS ON SITE WERE EVALUATED FOR
PROTECTION OVERLAY DISTRICT.
2. SITE IS LOCATED IN THE PRIMARY WATERSHED
SURVEY, PC.
1. TOPO AND BOUNDARY PROVIDED BY BATEMAN CIVIL
NOTES:
2 7 1
273
275
275
2
7
5
2
7
5
276
2
7
7
2
7
7
2
7
7.
5
2782
8
0
280
280 2832
8
3
283284
287
288290290295
14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C4_10.dgnPLOT BY:3/27/20192:54:36 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013 15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSS.R. 1783
(60 PUBLIC ROW )EX. SECLUDED ACRES ROAD
3.0'MIN.COVERLEGEND:
EXISTING PROFILE @ ROW - RIGHT
EXISTING PROFILE @ ROW - LEFT
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE PROFILE
TOP OF CURB
ELEVATIONS
OF STRUCTURE TO CENTERLINE OF STRUCTURE.
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
NOTES:
PRIOR TO ANY CONSTRUCTION. [phone]
CONTACT NORTH CAROLINA ONE-CALL CENTER
1.
2.
315
320
325
330
335
340
345
350
355
360
365
370
1+00 2+00 3+00 4+00 5+00 6+00 7+00
VINING BRANCH WAY
1+00 2+00 3+00 4+00 5+00 6+00 7+00
315
320
325
330
335
340
345
350
355
360
365
370
270
275
280
285
290
295
300
305
310
315
320
325
270
275
280
285
290
295
300
305
310
315
320
325
H- 1" =50' ; V- 1" =5'C4.108+00 9+00VINE POND COURT5+91.29 VINE POND COURT
4+65.12 VINING BRANCH WAY =
STA EQUALITY
4+80.22 TUNSTALL GROVE DRIVE
1+00.00 VINING BRANCH WAY =
STA EQUALITY
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.WHITE OAKCREEK DRIVEWHITE OAK
BRANCH LANE
MEADOW GLEN DRIVE
PLAN AND PROFILESMEADOW GLEN DRIVEVINING BRANCH WAY AND25'R
2
5'
R25'R520.18
N90°0'0"E
(155.05)(365.12)(256.65)MUTCD R1-1
MUTCD R1-1
25'R25'
R
25'R
N89°24'48"E
539.4387.921 = L00.002 = R(244.01)(295.42))82.55 = L()05.47 = L(00.002 =
R
51.77 = L
MUTCD R2-151'ROWTUNSTALL GROVE DRIVETRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
20'
20'
(REMOVED)
LINE
WATER
8" DIP
8" BOA
MH 13761.71S68°29'8"EACHIEVE K=28.
EX. PAVEMENT TO
BE REQUIRED OVER
NOTE: WEDGING WILL
1+97.53 WHITE OAK BRANCH LANE
1+00.00 MEADOW GLEN DRIVE =
STA EQUALITY
TOA STANDARDS
AND PATCH PER
SAW CUT ASPHALT
33
VINING BRANCH WAYTUNSTALL GROVE DRIVE166
167
177 178 179 180 181
182
183
192193194195
196
210
211
212
5+00
6+00
4+00
5+00
6+00
2+003+004+005+006+00209
208
PHASE I
PHASE III
PHASE III
PHASE I
PHASE III10'4+80.22 TUNSTALL GROVE DRIVE1+00.00 VINING BRANCH WAY =STA EQUALITY5+91.29 VINE POND COURT4+65.12 VINING BRANCH WAY =STA EQUALITYPROPERTY LINE6+20.18 VINING BRANCH WAY =STA EQUALITYVPC STA = 1+17.50VPC ELV = 339.86VPI STA = 1+80.00VPI ELV = 341.65VPT STA = 2+42.50VPT ELV = 346.112.87%
7.14%
Curve Length = 125.00
K = 29.27
E = 0.67
INV OUT = 332.40INV IN = 332.60359.04 LF - 8" PVC @ 4.09%INV IN = 347.30INV OUT = 347.10159.43 LF - 8" PVC @ 1.69%INV OUT = 350.00MIN.
18"INV = 335.50INV = 335.80@ 1.02%
15" RCP
24.58 LF
@ 1.03%15" RCP38.79 LF
@ 1.22%
15" RCP
24.58 LF
18"MIN.INV = 351.00INV = 351.30 8" DIP WATERLINE
TOP = 340.74PROP CURB INLET 69 STA 1+39.00 (RT)TOP = 340.82PROP CURB INLET 68 STA 1+41.02 (LT)TOP = 357.90PROP CURB INLET 119 STA 5+04.13 (RT)TOP = 357.08PROP CURB INLET 120 STA 5+06.15 (LT)TOP = 357.66PROP 4' DIA. MH 101 STA 6+16.40 (7' RT)TOP = 355.78PROP 4' DIA. MH 100 STA 4+56.97 (6' RT)TOP = 340.08PROP 4' DIA. MH 99 STA 0+97.95 (2' RT)VPC STA = 5+15.00VPC ELV = 358.13VPI STA = 5+60.00VPI ELV = 359.85VPT STA = 6+05.00VPT ELV = 358.22HP STA = 5+61.22HP ELV = 359.013.83%
-3.63%
Curve Length = 90.00
K = 12.06
E = -0.84
VPC STA = 2+65.00VPC ELV = 347.72VPI STA = 2+90.00VPI ELV = 349.50VPT STA = 3+15.00VPT ELV = 350.46Curve Length = 50.00
K = 15.14
E = -0.21
298.01298.09298.81299.53302.44299.43299.96300.49300.29301.25303.68304.58304.96304.84304.22303.09301.81300.75299.91299.29298.88298.69298.72298.97301.02301.72299
293
312
313 314 315
316
SPACE
OPENPC Sta = 1+61.71PT Sta = 2+38.862+003+004+005+006+00P
C Sta = 1+42.25
PT Sta = 2+72.02
2+003+00
2+00
1+001+00 7+00MEADOW GLEN DRIVE
18"
MIN.
8" DIP WATERLINE COVERTOPS = 298.43PROP CURB INLETS 162 & 163 STA 1+36.87 (LT & RT)CI 162 INV = 293.20CI 163 INV IN = 292.90CI 163 INV OUT = 292.003' MIN.326.16 LF 8" DIP @ 0.52%VPC STA = 4+00.00VPC ELV = 302.90VPI STA = 5+10.00VPI ELV = 296.80VPT STA = 6+20.00VPT ELV = 299.13LP STA = 5+59.15LP ELV = 298.49-
5.
5
4
%2.12%
Curve Length = 220.00
K = 28.71
E = 2.11
VPC STA = 2+70.00VPC ELV = 303.25VPI STA = 3+35.00VPI ELV = 306.50VPT STA = 4+00.00VPT ELV = 302.90HP STA = 3+31.65HP ELV = 304.795.00%-
5.
5
4
%Curve Length = 130.00
K = 12.33
E = -1.71
VPC STA = 1+87.50VPC ELV = 299.70VPI STA = 2+15.00VPI ELV = 300.50VPT STA = 2+42.50VPT ELV = 301.882.89%
5.00%
Curve Length = 55.00
K = 26.09
E = 0.14
TOP = 297.28PROP 5' DIA. MH 131 STA 0+95.79 (9' LT)TOP = 300.10PROP 4' DIA. MH 135 STA 2+04.35 (7' RT)INV IN (MH 135) = 288.20INV OUT = 288.00INV IN (MH 132) = 289.55TOP = 398.68PROP CURB INLETS 214 & 215 STA 5+59.15 (LT & RT)TOP = 301.01PROP CURB INLET 213 STA 4+43.44 (LT)TOP = 300.62PROP CURB INLET 216 STA 4+53.47 (LT)INV OUT = 290.00
INV IN = 291.00 (215)
INV IN = 291.90 (213)
@ 1.50%
24" RCP
26.71 LF
CI 214 INV = 293.98CI 215 INV IN = 293.73CI 215 INV OUT = 293.7118"
MIN.@ 2.56%15" RCP105.99 LF@ 5.63%
15" RCP
29.47 LF
INV OUT = 292.30INV IN = 292.50 (211)INV IN = 295.64 (212)@ 2.06%
24" RCP
38.76 LF
@ 1.01%
15" RCP
24.83 LF
@ 1.01%
15" RCP
24.83 LF
@ 1.10%
36.28 LF
24" RCP
@ 1.22%
24.50 LF
24" RCP
@ 3.49%
65.99 LF
24" RCP
271.43 LF 8" PVC (C-900) @ 0.52%1+97.53 WHITE OAK BRANCH LANE1+00.00 MEADOW GLEN DRIVE =STA EQUALITY1+00.00 WHITE OAK CREEK DRIVE4+82.86 MEADOW GLEN DRIVE =STA EQUALITYE = 1.31
K = 28.00
Curve Length = 171.00
2.12%VPC STA = 6+94.06VPC ELV = 300.70VPI STA = 7+79.56VPI ELV = 302.518.23%VPT STA = 8+65.06VPT ELV = 309.55@ 1.50%
30" RCP
22.72 LF TOP = 304.93PROP 5' DIA. MH 137 STA 8+00.90 (3.5' RT)TOP = 299.66PROP 5' DIA. MH 136 STA 4+74.74 (3' RT)1+00.00 EX. WOMBLE ROAD8+08.37 MEADOW GLEN DRIVE =STA EQUALITYEX. 24" RCP STA. 7+46.60@ 0.52%
8" PVC
109.92 LF INV IN = 288.97INV OUT = 288.77INV OUT = 292.22INV IN (MH 137) = 290.58INV IN (MH 138) = 290.86INV OUT = 290.38340.19346.84351.03351.99352.95353.91354.87355.82356.78357.74357.68356.77340.27341.16342.26343.58345.10348.59350.00358.66359.15359.12358.58MIN.
24"
@ 3.27%
15" RCP
39.70 LF
@ 1.03%
15" RCP
38.78 LF 50'
50'CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607EX. INV = 293.378" PVC8" PVC 8" PVC
216.1
207
209
210
211
212
213 214
215
216
HCR
HCR 20'R25'RHCR
HCR HCR25'R 20'R25'R2
0'RROW
B-B
ROWB-BSIGN
MUTCD R1-1
SIGN
MUTCD R1-1
SIGN
MUTCD R1-1
50'
27'
50'
ROW
B-B
27'27'50'20'
HCR
HCR
HCR MUTCD R1-1
B-B27'TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
PATH W/ EASM'T
10' MULTI-USE
EASEMENT
PUBLIC GREENWAY
20' TOWN OF APEX
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT
STORM DRAINAGE
20' PRIVATE
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
2
0'
DRAINAGE EASEMENT
OF APEX PUBLIC
VARIABLE TOWN 8" PV
C8" PVC8" PVC8" PVC8" PVC
LINE
WATER
8" DIP
FH 30
2 - 8" G.V.'s
8" TEE
2 - 8" G.V.'s
8" TEE
MH 132
MH 131
MH 135
TOA STANDARDS
AND PATCH PER
SAW CUT ASPHALT8" DIP WATERLINE8" DIP WATERLINE8" DIP WATERLINE6" DIP WATERLINE8" DIP WATERLINE
8" DIP WATERLINE
MH 77
MH 84
MH 99
MH 100
MH 101
8" BOA
ARV
ARV
68
69
70
119
120
121
119A 119B
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
FH 16
FH 19 2 - 8" G.V.'s
8" TEE
8"x 6" RED.
6" G.V.
2 - 8" G.V.'s
8" CROSS
EASEMENT
MAINTENANCE
HOA WALL
10' PRIVATE
JORDAN LAKE 50'
RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK) TYP.
EX. INV = 305.91
EX. INV = 307.79
160
161
162
163
164
165
166
EX. INV = 295.33
EX. 18" RCP
EX. 24" CMPMUTCD R2-1
160.2
MUTCD R2-1
HCRHCR
FH 36
MH 136
1+00.00 WHITE OAK CREEK DRIVE
4+82.86 MEADOW GLEN DRIVE =
STA EQUALITY
P
T
Sta
=
3
2
+
5
7.
6
4
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.
OF STRUCTURE TO CENTERLINE OF STRUCTURE.
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
NOTES:
PRIOR TO ANY CONSTRUCTION. [phone]
CONTACT NORTH CAROLINA ONE-CALL CENTER
1.
2.R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C4_13.dgnPLOT BY:3/27/20192:55:23 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013
14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
15040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSLEGEND:
EXISTING PROFILE @ ROW - RIGHT
EXISTING PROFILE @ ROW - LEFT
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE PROFILE
TOP OF CURB
ELEVATIONS
280
285
290
295
300
305
310
315
320
325
330
280
285
290
295
300
305
310
315
320
325
330
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 H- 1" =50' ; V- 1" =5'C4.13275 275 PLAN AND PROFILEWHITE OAK BRANCH LANE32+03.10 WHITE OAK POND ROAD
1+00.00 WHITE OAK BRANCH LANE =
STA EQUALITY
FRONT
ONLY TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
2 - 8" G.V.'s
8" TEE
HCR
HCR
FH 31
FH 34
8" PVC 8" PVC8" DIP WATERLINE 8" DIP WATERLINEB-BROW50'27'HCR
HCR
HCR
LINE
WATER
8" DIP
157
163
176
70' EASEMENT
CAROLINAS, INC
EX. PROGRESS ENERGY

70'
298
326
327
296 297
293
294 295
SPACE
OPEN
299 301300
302 303 304
8" DIP WATERLINE
SALIENT POINT5' CONCRETE SIDEWALK (TYP)
2 - 8" G.V.'s
8" TEE
MH 129
MH 132
DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.
196 8" PVC516.45
S87°49'39"E)0
5
.47 = L(
0
0
.002 = R4+64.40 SALIENT POINT
7+88.48 WHITE OAK BRANCH LANE =
STA EQUALITY
POND ROADWHITE OAK
GLEN DRIVEMEADOWPC St
a = 1+61.712+00PC Sta = 1+42.25PT Sta = 2+72.022+003+004+005+006+007+004+00
5+001+0032+00
3
3
+
0
0
32+03.10 WHITE OAK POND ROAD1+00.00 WHITE OAK BRANCH LANE =STA EQUALITYINV OUT = 313.25INV IN = 295.50INV OUT = 293.00INV = 289.40INV = 289.707.75%VPC STA = 2+95.00VPC ELV = 304.46VPI STA = 3+20.00VPI ELV = 306.40VPT STA = 3+45.00VPT ELV = 308.036.54%
Curve Length = 50.00
K = 41.18
E = -0.08
INV OUT = 314.30INV IN = 314.50MIN.
18"
MIN.
18"
@ 1.22%
15" RCP
24.50 LF
MIN.
18"
MIN.
18"
@ 1.22%
18" RCP
24.50 LF
@ 2.26%8" PVC88.39 LF
312.05 LF 8" PVC @ 5.69%
@ 4.13%8" PVC96.89 LF
@ 1.12%
24" RCP
26.69 LF
MIN. 24"
@ 1.32%
24" RCP
30.22 LF
8" DIP WATERLINE 3.0'MIN.COVERTOP = 295.47PROP CURB INLET 164 STA 1+31.91 (RT)TOP = 295.78PROP CURB INLET 165 STA 1+42.52 (LT)TOP = 303.48PROP CURB INLET 160 STA 2+79.89 (LT)TOPS = 310.58PROP CURB INLETS 158 & 159 STA 3+81.09 (RT & LT)CI 158 INV = 304.50CI 159 INV = 304.20TOP = 318.44PROP CURB INLETS 156 & 157 STA 5+03.20 (LT & RT)ARV AT HIGH POINT
TOP = 295.14PROP 5' DIA. MH 122 STA 0+98.73 (5' LT)TOP = 297.28PROP 5' DIA. MH 131 STA 1+88.34 (4' LT)INV IN (MH 131) = 285.00
INV OUT = 283.30
INV IN (MH 123) = 283.50
INV OUT = 287.00
INV IN (MH 132) = 288.20
INV IN (MH 135) = 289.00 TOP = 303.83PROP 4' DIA. MH 132 STA 2+87.41 (2' LT)TOP = 322.18PROP 4' DIA. MH 133 STA 5+99.43 (7' LT)TOP = 322.99PROP 4' DIA. MH 129 STA 7+70.33 (2' LT)@ 3.83%
15" RCP
39.12 LF
INV = 317.70245.86 LF 15" RCP @ 1.91%TOP = 323.37PROP CURB INLET 196 STA 7+48.75 (RT)122.11 LF 18" RCP @ 6.14%CI 156 INV = 313.40CI 157 INV IN (CI 196) = 313.00CI 157 INV IN (CI 156) = 313.10CI 157 INV OUT = 312.00101.20 LF 18" RCP @ 5.93%
@ 5.13%24" RCP54.57 LF
INV IN = 298.20INV OUT = 297.00
@ 3.49%24" RCP65.99 LF
@ 1.10%24" RCP36.28 LF
INV IN = 294.20INV OUT = 293.60VPC STA = 4+75.00VPC ELV = 316.53VPI STA = 6+00.00VPI ELV = 324.70VPT STA = 7+25.00VPT ELV = 323.42HP STA = 6+91.25HP ELV = 323.606.54%
-1.02%
Curve Length = 250.00
K = 33.09
E = -2.36
4+64.40 SALIENT POINT7+88.48 WHITE OAK BRANCH LANE =STA EQUALITY1+00.00 MEADOW GLEN DRIVE1+97.53 WHITE OAK BRANCH LANE =STA EQUALITYVPC STA = 1+32.50VPC ELV = 295.30VPI STA = 2+00.00VPI ELV = 297.10VPT STA = 2+67.50VPT ELV = 302.332.67%
Curve Length = 135.00
K = 26.56
E = 0.86
TOP = 299.97PROP CURB INLET 161 STA 2+31.35 (RT)295.24295.29303.10308.55310.18311.82313.45315.09323.36323.10296.01296.96298.15299.57301.22305.04306.87316.72318.26319.61320.77321.74322.53323.12323.53323.75323.78323.61CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 276078" PVC
8" PVC165
FH 30
HCR
8
" PVC 156
158
159
160
162
164
166
MH 133
MH 131
MH 122
MH 135
195
194
161
177
42.25
S50°38'55"E
87
.9
2
1
=
L
)82.5
5
=
L(
1+00.00 MEADOW GLEN DRIVE
1+97.53 WHITE OAK BRANCH LANE =
STA EQUALITY
WHITE OAK BRANCH LANE8" DIP WATERLINEWHITE OAK BRANCH LANE
2 - 8" G.V.'s
8" TEE
SERVICE (TYP.)
ƒ" WATER
SERVICE (TYP.)
4" SEWER
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
MIN.
18"
MIN.
18"
MIN.
24"
MIN.
24"CI 194 INV = 319.50CI 195 INV = 319.20CI 192 INV = 316.30CI 193 INV = 316.00SALIENT POINT
290
295
300
305
310
315
320
325
330
335
340
345
290
295
300
305
310
315
320
325
330
335
340
345
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
SALIENT POINT
HCR HCR
2 - 8" G.V.'s
8" TEE
287298305307
329 328 327 326 325 324 323 322
286
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
HCR
330
306 304
8" DIP WATERLINE
8" PVC
8" PVC
25'R
25'R
25'R
25'R25'R5' CONC. SIDEWALK5' CONC. SIDEWALK
FH 33 25'R
2 - 8" G.V.'s
8" TEE
2 - 8" G.V.'s
8" TEE
FH 35
HCR
HCR
H- 1" =50' ; V- 1" =5'CREEK DRIVEWHITE OAKBRANCH LANEWHITE OAK7+88.48 WHITE OAK BRANCH LANE
4+64.40 SALIENT POINT =
STA EQUALITY POND ROADWHITE OAKPROPERTY LINE
9+18.55 SALIENT POINT =
STA EQUALITY
R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C4_24.dgnPLOT BY:3/27/20192:55:44 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013
MH 130
MH 129
MH 128
C4.24DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.
(364.40)(289.28)
(164.49)
7+24.81 WHITE OAK CREEK DRIVE
1+00.00 SALIENT POINT =
STA EQUALITY
39+75.25 WHITE OAK POND ROAD
7+53.68 SALIENT POINT =
STA EQUALITY
334.69329.21323.13322.74322.35321.97321.58321.19320.80320.42320.03319.64317.52316.41315.30314.18313.07311.95334.82334.65334.17333.37332.26330.84327.63326.26325.14324.24323.57319.24318.552+003+004+005+006+007+008+009+007+008+001+0039+0015040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSPROPERTY LINE9+18.55 WHITE OAK BRANCH LANE =STA EQUALITY7+24.81 WHITE OAK CREEK DRIVE1+00.00 SALIENT POINT =STA EQUALITY7+88.48 WHITE OAK BRANCH LANE4+64.40 SALIENT POINT =STA EQUALITYINV OUT = 310.75INV = 305.50@ 1.01%
15" RCP
39.44 LF 18"MIN.@ 1.22%
15" RCP
24.50 LF
15" RCP @ 0.79%114.27 LFINV = 314.40TOP = 319.44PROP CURB INLET 170 STA 7+13.04 (LT)TOP = 316.72PROP CURB INLET 169 STA 7+93.04 (LT)TOPS = 311.63PROP CURB INLETS 167 & 168 STA 9+07.30 (LT & RT)CI 167 INV = 306.70CI 168 INV = 306.40@ 1.28%
15" RCP
39.04 LF
15" RCP
@
1
.53%
104
.62
LF
@ 1.22%
15" RCP
24.50 LF
@ 1.22%
15" RCP
24.50 LF
INV OUT = 314.30INV IN = 314.50INV OUT = 327.30263.92 LF - 8" PVC @ 4.85%293.42 LF - 8" PVC @ 0.89%
@ 0.54%
8" PVC
55.48 LF
8" DIP WATERLINE
COVER3' MIN.VPI STA = 2+60.00VPI ELV = 335.35VPT STA = 3+15.00HP STA = 2+15.14HP ELV = 334.940.82%-8.04
%VPI STA = 4+00.00VPI ELV = 324.10-8.04
%-1
.55%VPC STA = 7+17.14VPC ELV = 319.19VPI STA = 7+42.14VPI ELV = 318.80-1
.55%
-4.46%TOP = 334.35PROP 4' DIA. MH 130 STA 2+03.51 (3' LT)TOP = 322.99PROP 4' DIA. MH 129 STA 4+67.43 (3' LT)TOP = 315.52PROP 4' DIA. MH 128 STA 8+14.73 (2' LT)TOP = 317.82PROP 5' DIA. MH 127 STA 7+59.38 (9' LT)INV IN (MH 128) = 310.45INV OUT (MH 134) = 309.70INV IN (MH 129) = 311.70@ 3.83%
15" RCP
39.12 LFTOPS = 324.60PROP CURB INLETS 194 & 195 STA 4+24.68 (LT & RT)TOPS = 321.05PROP CURB INLETS 192 & 193 STA 6+09.41 (LT & RT)39+75.25 WHITE OAK POND ROAD7+53.68 SALIENT POINT =STA EQUALITY14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
TOP OF CURB
ELEVATIONS CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607MIN.
18"VPC STA = 2+05.00VPC ELV = 334.90VPT ELV = 330.93Curve Length = 110.00
K = 12.43
E = -1.22
VPC STA = 3+15.00VPC ELV = 330.93VPT STA = 4+85.00VPT ELV = 322.78VPT STA = 7+67.14VPT ELV = 317.69E = -0.18
Curve Length = 170.00
K = 26.21
E = 1.38
K = 17.19
164
164
192
194
FH 34
8" BOA
8" DIP WATERLINE
HCR
8" PVC
8" DIP WATERLINE
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEXB-B27'50'ROWMH 127
170 169
171
172
167
168
Curve Length = 50.00
MH 139
195
195
196
193
193
194
N89°48'33"E
818.18
PLAN AND PROFILESALIENT POINTLEGEND:
EXISTING PROFILE @ ROW - RIGHT
EXISTING PROFILE @ ROW - LEFT
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE PROFILE
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.
PRIOR TO ANY CONSTRUCTION. [phone]
CONTACT NORTH CAROLINA ONE-CALL CENTER
1.
2.
OF STRUCTURE.
FROM CENTERLINE OF STRUCTURE TO CENTERLINE
ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY
NOTES:
POINT)
VALVE (AT HIGH
8" AIR RELEASEVPC STA = 6+75.00VPC ELV = 331.83VPT STA = 9+75.00VPT ELV = 335.40Curve Length = 300.00
K = 31.31
E = -3.59
HCR
HCR
WHITE OAK CREEK DRIVE
290
295
300
305
310
315
320
325
330
335
340
345
290
295
300
305
310
315
320
325
330
335
340
345
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 H- 1" =50' ; V- 1" =5'R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C4_25.dgnPLOT BY:3/27/20192:56:05 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013
307
316
330
8" PVC
8" BOA
8" PVC
2 - 8" G.V.'s
8" TEE
FH 35
FH 36
MH 136
MH 138 MH 139
317 321PATH W/ EASM'T
10' MULTI-USE8" PVC318
319 320
312
315
314
308309310311
8" PVC345
285
280
275275
280
285
WHITE OAK CREEK DRIVE SALIENT POINTC4.251+00.00 SALIENT POINT
7+24.81 WHITE OAK CREEK DRIVE =
STA. EQUALITY
25'R25'
R
HCR
HCR
B-BROW27'SIGN
"STOP"60'SIGN
"STOP"60'DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.20'
EASEMENT
STORM DRAINAGE
20' PRIVATE
20'
8" ARV
798.04
N0°17'1"E
4+82.86 MEADOWS GLEN DRIVE
1+00.00 WHITE OAK CREEK DRIVE =
STA. EQUALITY
MEADOWS GLEN DRIVE8" BOA
3 - 8" G.V.'s
8" CROSS
MH 138A
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
20'
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
299.86306.87308.48310.09311.70313.31314.92316.53318.14319.75321.36326.03327.53329.03330.52300.59301.44302.50303.78305.26322.97324.52332.02333.41334.61335.60336.40337.00337.40337.59337.59337.39336.99336.39335.594+005+002+003+004+005+006+007+008+001+001+0015040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSVPI STA = 8+25.00VPI ELV = 340.80HP STA = 8+62.29HP ELV = 337.435.98%
-3.60%VPC STA = 5+10.00VPC ELV = 321.82VPI STA = 5+40.00VPI ELV = 323.75VPT STA = 5+70.00VPT ELV = 325.546.44%
5.98%
Curve Length = 60.00
K = 130.80
E = -0.03
MIN.
24" INV IN (MH 137) = 290.86INV IN (MH 138) = 290.86INV OUT = 290.66@ 0.52%
8" PVC
326.16 LF
@ 0.52%
8" PVC
271.43 LF
INV IN = 298.30INV OUT = 296.30 MIN.
18"
MIN.
24"INV OUT = 324.901+00.00 SALIENT POINT7+24.81 WHITE OAK CREEK DRIVE =STA. EQUALITY MIN.
18"
8" DIP WATERLINE 3' MIN.COVER@ 0.81%
15" RCP
24.83 LF
CI 211 INV IN = 293.50 (209)CI 211 INV IN = 295.80 (210)CI 211 INV OUT = 293.3024" RCP @ 6.54%
82.55 LF
CI 210 INV = 296.00CI 209 INV IN = 299.05 (208)CI 209 INV IN = 299.25 (207)CI 209 INV IN = 299.05 (206)CI 209 INV OUT = 298.90@ 1.18%
18" RCP
29.57 LF
178.79 LF - 18" RCP @ 4.64%
@ 5.32%
15" RCP
24.50 LF
@ 1.00%
15" RCP
29.09 LF
TOP = 300.28CURB INLET 211 STA 1+39.39 (LT)TOP = 300.31CURB INLET 210 STA 1+40.54 (RT)TOPS = 303.61CURB INLETS 207 & 209 STA 2+21.95 (RT & LT)TOP = 306.854' DIA. MH 138 STA 2+79.85 (7' LT)TOPS = 314.98CURB INLETS 204 & 206 STA 4+00.91 (RT & LT)TOP = 319.89CURB INLET 203 STA 4+77.09 (RT)TOPS = 325.78CURB INLETS 201 & 202 STA 5+70.84 (RT & LT)15" RCP @ 6.49 %
76.99 LF
@ 5.40%
15" RCP
24.83 LF
@ 0.70%
15" RCP
97.13 LF 18"
MIN.
24"
MIN.TOP = 334.194' DIA. MH 139 STA 7+23.24 (7' LT)CI 199 INV IN = 327.09 (197)CI 199 INV IN = 327.00 (198)CI 199 INV OUT = 326.85TOPS = 331.64CURB INLETS 198 & 199 STA 6+68.71 (RT & LT)TOP = 336.09CURB INLET 197 STA 7+64.46 (LT)15" RCP @ 8.90%98.28 LF
CI 203 INV OUT = 315.52CI 197 INV OUT = 327.76 MIN.
18"
15" RCP @ 4.68%
169.55 LF
VPI ELV = 301.85VPT STA = 2+52.50PROPERTY LINE8+98.04 WHITE OAK CREEK DRIVE =STA. EQUALITY@ 2.97%8" PVC183.01 LF
@ 6.00%
210.00 LF - 8" PVC4+82.86 MEADOWS GLEN DRIVE1+00.00 WHITE OAK CREEK DRIVE =STA. EQUALITYTOP = 334.194' DIA. MH 138A STA 4+89.85 (7' LT)@ 0.70%
15" RCP
96.37 LF
INV IN = 311.10INV OUT = 310.90@ 5.91%
233.40 LF - 8" PVC
TOP = 299.665' DIA. MH 136 STA 0+97.00 (8' LT)14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
T
YP
R3.5'
TOP OF CURB
ELEVATIONS
(624.81)CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607(173.24)
@ 1.22%
15" RCP
24.50 LF
CI 198 INV = 327.26CI 207 INV = 299.47@ 0.89%
15" RCP
24.83 LFVPC STA = 1+47.50VPC ELV = 300.32VPI STA = 2+00.00VPT ELV = 305.232.91%
6.44%
Curve Length = 105.00
K = 29.72
E = 0.46
18"
MIN.
MIN.
24"
MIN.
24"CI 206 INV IN = 310.00 (202)CI 206 INV IN = 309.20 (204)CI 206 INV IN = 307.75 (205)CI 206 INV OUT = 307.35CI 202 INV IN = 318.10 (202)CI 202 INV IN = 318.04 (200)CI 202 INV IN = 320.00 (199)CI 202 INV OUT = 317.94CI 204 INV = 310.52CI 201 INV = 321.3418"
MIN.
199
201
202
203
197
198
204
206
207
209
210
211
212
213
214215
216
205208
LINE
WATER
8" DIP
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
20'
WAKE COUNTY REGISTRY
BOM 1974, VOLUME IV, PG 416
BK 2284, PG 65 AND
DECLARATION OF DEDICATION
PER BK 6028, PG 0553,
60' WIDE PUBLIC ROADWAY
PLAN AND PROFILEWHITE OAK CREEK DRIVELEGEND:
EXISTING PROFILE @ ROW - RIGHT
EXISTING PROFILE @ ROW - LEFT
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE PROFILE
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.
PRIOR TO ANY CONSTRUCTION. [phone]
CONTACT NORTH CAROLINA ONE-CALL CENTER
1.
2.
OF STRUCTURE.
FROM CENTERLINE OF STRUCTURE TO CENTERLINE
ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY
NOTES:
POINT)
VALVE (AT HIGH
8" AIR RELEASEVPC STA = 6+75.00VPC ELV = 331.83VPT STA = 9+75.00VPT ELV = 335.40Curve Length = 300.00
K = 31.31
E = -3.59
HCR
HCR
WHITE OAK CREEK DRIVE
290
295
300
305
310
315
320
325
330
335
340
345
290
295
300
305
310
315
320
325
330
335
340
345
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 H- 1" =50' ; V- 1" =5'R:\2013\13118 - Preserve at White Oak(unstall-Harris)\CIVIL\Construction\13118C4_25.dgnPLOT BY:3/27/20192:56:05 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYc BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.NOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013
307
316
330
8" PVC
8" BOA
8" PVC
2 - 8" G.V.'s
8" TEE
FH 35
FH 36
MH 136
MH 138 MH 139
317 321PATH W/ EASM'T
10' MULTI-USE8" PVC318
319 320
312
315
314
308309310311
8" PVC345
285
280
275275
280
285
WHITE OAK CREEK DRIVE SALIENT POINTC4.251+00.00 SALIENT POINT
7+24.81 WHITE OAK CREEK DRIVE =
STA. EQUALITY
25'R25'
R
HCR
HCR
B-BROW27'SIGN
"STOP"60'SIGN
"STOP"60'DATEPW - TRANSPORTATION DATE
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.SOLELY
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED
WR - STORMWATER
DATEBUILDING INSPECTIONS DATEPLANNING
DATE DATEWR - UTILITY ENGINEERING PLANNING - TRANSPORTATION
DATE DATEELECTRICFIRE
DATEWR - S&E DATEPARKS, RECREATION & CULTURAL RES.20'
EASEMENT
STORM DRAINAGE
20' PRIVATE
20'
8" ARV
798.04
N0°17'1"E
4+82.86 MEADOWS GLEN DRIVE
1+00.00 WHITE OAK CREEK DRIVE =
STA. EQUALITY
MEADOWS GLEN DRIVE8" BOA
3 - 8" G.V.'s
8" CROSS
MH 138A
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
20'
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
DRAINAGE EASEMENT
PUBLIC STORM
20' TOWN OF APEX
299.86306.87308.48310.09311.70313.31314.92316.53318.14319.75321.36326.03327.53329.03330.52300.59301.44302.50303.78305.26322.97324.52332.02333.41334.61335.60336.40337.00337.40337.59337.59337.39336.99336.39335.594+005+002+003+004+005+006+007+008+001+001+0015040TOWN OF APEX, WAKE COUNTY, NORTH CAROLINADEVELOPER: RALEIGH LAND FUND I, LLC.PLANNED UNIT DEVELOPMENTTHE PRESERVE AT WHITE OAK CREEKALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
9-7-17J.JONESJ.J.J.J.J.J.J.J.TOWN COMMENTSJ.J.TOWN COMMENTS291-18-19302-12-19312-29-19TOWN AND NCDOT COMMENTS323-7-19DUKE POWER COMMENTS333-20-19TOWN COMMENTSVPI STA = 8+25.00VPI ELV = 340.80HP STA = 8+62.29HP ELV = 337.435.98%
-3.60%VPC STA = 5+10.00VPC ELV = 321.82VPI STA = 5+40.00VPI ELV = 323.75VPT STA = 5+70.00VPT ELV = 325.546.44%
5.98%
Curve Length = 60.00
K = 130.80
E = -0.03
MIN.
24" INV IN (MH 137) = 290.86INV IN (MH 138) = 290.86INV OUT = 290.66@ 0.52%
8" PVC
326.16 LF
@ 0.52%
8" PVC
271.43 LF
INV IN = 298.30INV OUT = 296.30 MIN.
18"
MIN.
24"INV OUT = 324.901+00.00 SALIENT POINT7+24.81 WHITE OAK CREEK DRIVE =STA. EQUALITY MIN.
18"
8" DIP WATERLINE 3' MIN.COVER@ 0.81%
15" RCP
24.83 LF
CI 211 INV IN = 293.50 (209)CI 211 INV IN = 295.80 (210)CI 211 INV OUT = 293.3024" RCP @ 6.54%
82.55 LF
CI 210 INV = 296.00CI 209 INV IN = 299.05 (208)CI 209 INV IN = 299.25 (207)CI 209 INV IN = 299.05 (206)CI 209 INV OUT = 298.90@ 1.18%
18" RCP
29.57 LF
178.79 LF - 18" RCP @ 4.64%
@ 5.32%
15" RCP
24.50 LF
@ 1.00%
15" RCP
29.09 LF
TOP = 300.28CURB INLET 211 STA 1+39.39 (LT)TOP = 300.31CURB INLET 210 STA 1+40.54 (RT)TOPS = 303.61CURB INLETS 207 & 209 STA 2+21.95 (RT & LT)TOP = 306.854' DIA. MH 138 STA 2+79.85 (7' LT)TOPS = 314.98CURB INLETS 204 & 206 STA 4+00.91 (RT & LT)TOP = 319.89CURB INLET 203 STA 4+77.09 (RT)TOPS = 325.78CURB INLETS 201 & 202 STA 5+70.84 (RT & LT)15" RCP @ 6.49 %
76.99 LF
@ 5.40%
15" RCP
24.83 LF
@ 0.70%
15" RCP
97.13 LF 18"
MIN.
24"
MIN.TOP = 334.194' DIA. MH 139 STA 7+23.24 (7' LT)CI 199 INV IN = 327.09 (197)CI 199 INV IN = 327.00 (198)CI 199 INV OUT = 326.85TOPS = 331.64CURB INLETS 198 & 199 STA 6+68.71 (RT & LT)TOP = 336.09CURB INLET 197 STA 7+64.46 (LT)15" RCP @ 8.90%98.28 LF
CI 203 INV OUT = 315.52CI 197 INV OUT = 327.76 MIN.
18"
15" RCP @ 4.68%
169.55 LF
VPI ELV = 301.85VPT STA = 2+52.50PROPERTY LINE8+98.04 WHITE OAK CREEK DRIVE =STA. EQUALITY@ 2.97%8" PVC183.01 LF
@ 6.00%
210.00 LF - 8" PVC4+82.86 MEADOWS GLEN DRIVE1+00.00 WHITE OAK CREEK DRIVE =STA. EQUALITYTOP = 334.194' DIA. MH 138A STA 4+89.85 (7' LT)@ 0.70%
15" RCP
96.37 LF
INV IN = 311.10INV OUT = 310.90@ 5.91%
233.40 LF - 8" PVC
TOP = 299.665' DIA. MH 136 STA 0+97.00 (8' LT)14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
TRIANGLE (TYP.)
DISTANCE
10'X 70' SIGHT
T
YP
R3.5'
TOP OF CURB
ELEVATIONS
(624.81)CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607(173.24)
@ 1.22%
15" RCP
24.50 LF
CI 198 INV = 327.26CI 207 INV = 299.47@ 0.89%
15" RCP
24.83 LFVPC STA = 1+47.50VPC ELV = 300.32VPI STA = 2+00.00VPT ELV = 305.232.91%
6.44%
Curve Length = 105.00
K = 29.72
E = 0.46
18"
MIN.
MIN.
24"
MIN.
24"CI 206 INV IN = 310.00 (202)CI 206 INV IN = 309.20 (204)CI 206 INV IN = 307.75 (205)CI 206 INV OUT = 307.35CI 202 INV IN = 318.10 (202)CI 202 INV IN = 318.04 (200)CI 202 INV IN = 320.00 (199)CI 202 INV OUT = 317.94CI 204 INV = 310.52CI 201 INV = 321.3418"
MIN.
199
201
202
203
197
198
204
206
207
209
210
211
212
213
214215
216
205208
LINE
WATER
8" DIP
EASEMENT (TYP.)
PUBLIC UTILITY
5' TOWN OF APEX
20'
WAKE COUNTY REGISTRY
BOM 1974, VOLUME IV, PG 416
BK 2284, PG 65 AND
DECLARATION OF DEDICATION
PER BK 6028, PG 0553,
60' WIDE PUBLIC ROADWAY
PLAN AND PROFILEWHITE OAK CREEK DRIVELEGEND:
EXISTING PROFILE @ ROW - RIGHT
EXISTING PROFILE @ ROW - LEFT
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE PROFILE
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.
PRIOR TO ANY CONSTRUCTION. [phone]
CONTACT NORTH CAROLINA ONE-CALL CENTER
1.
2.
OF STRUCTURE.
FROM CENTERLINE OF STRUCTURE TO CENTERLINE
ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY
NOTES: