20151312 Ver 1_PH 1 Approved SW Plans_20161118

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Zoning Conditions of 15CZ05
This development will include only residential uses and residential
support uses. These uses include the following: Single -Family,
Recreation Facility - Private,
Greenway, Park - Active; Park - Passive; Utility, Minor (Off-site
water & sewer)
Building Setbacks & Maximum heights shall conform to:
Recreation Area -
30' front, 10` side, 10'rear 136'max. height
Residential Housing -
20' front, 5' side, 10' corner, 20' rear / 36' max height
Maximum Density shall not exceed 1.99 du/ac.
Perimeter Buffers shall be provided in accordance to:
-30' Type 'A' along New Hill Olive Chapel Road
-10' Type 'D' along abutting Proposed Major Collector Road
-10' Type 'A' along northern perimeter of Recreation Area
-10' Type 'B' along remainder of perimeter of project
Architectural Standards shall conform to:
1. Vinyl siding is not permitted, however, vinyl windows,
decorative elements and trim are permitted.
2. All single-family homes shall have a crawl space or have a
raised foundation which at a minimum rises at least 20" from
average grade across the front of the house to the finished floor
level at the front door. Basement foundations are allowed.
3. Garage doors must have windows, decorative details or
carriage -style adornments on them and must be painted to
match the house trim or siding color.
4. The garage cannot protrude more than 5' out from the front
facade or front porch unless it is a side entry garage. For side
entry garage elevations, including V -drive or courtyard entries,
the garage protrusion may be increased as necessary to
accommodate this type of architecture and building elevation.
a. A side entry 2 car garage is required on any lot 100'
wide or greater in width. Additional garages may be front
entry provided they are behind the front tagade of the home.
b. Front entry garages that protrude more than I'from the
front fagade or front porch must have a decorative element
such as a water table, trellis, or arbor above the door.
5. The roof for primary structures shall be pitched at 6:12 or
greater. This excludes porches, screen porches, bay windows,
and decorative elements, etc.
6. Garage finished floor elevations shall be coordinated with the
main house finished floor elevation and shall have a maximum
of 4'-0" difference between the two floor elevations to minimize
the amount of siding and trim above the garage door. In
extreme cases where the topography won't allow this without
excessive grading a decorative element such as a water table,
trellis, wrought iron arbor, etc. must be added between the top
of the garage door and the bottom of the window above.
7. Cantilevers are not allowed on the front elevation.
8. Exterior windows shall have decorative elements such as
trim, molding or shutters on at least 2 sides of the window.
9. The visible side of a corner lot home facing the public street
shall contain at least 4 decorative elements such as: windows,
bay windows, wrap around porches, or additional landscaping.
10. The rear rooffine of homes that back up to any street,
abutting or within the project, must include variation in the roof
line such that no rear roofline is identical to the roof line on
either side of it. This can be accomplished thru the variation of
the roof type, pitch, direction and/or the addition of features
such as dormers or shed roofs, varied wall planes and massing.
11. Ali signage shall comply with Town of Apex UDO Section
8.7.
Proposed Traffic Conditions.,
Based on the capacity analyses presented in the Traffic
Analysis Report by Kimley-Horn & Associates, Inc., the
following roadway improvements are recommended:
New Hill Olive Chapel Road & Proposed Site Access #1
-Construct a northbound left turn lane with a minimum of
50 feet of full -width storage on New Hill Olive Chapel
Road
New Hill Olive Chapel Road & Proposed Site Access #2
-Construct a northbound left turn lane with a minimum of
50 feet of full -width storage on New Hill Olive Chapel
Road
New Hill Olive Cha el Road Pr000sed Collector Road
-Construct a northbound left turn lane with a minimum of
50 feet of full -width storage on New Hill Olive Chapel
Road
THOMAS RAY HOLT
DB 11385, PC. 2447
8.M 2005, PG. 228
P.1 N.: 0710-46-5795
TRACT 7
101 ACM
way MGM umv, J& MV on
TMVM 111100W
Cor C1
Irl,
RIL
10mv. PQ
we
NK PQ ow
PIAL., 071OL02-56-W"
Uic n s uc ure Table
Water Lines
12" - 4,852 IfIS" - 5,915 If
Sewer Lines
24 DIP - 2,189 If
12 DIP - 398 ifl 12" PVC - 491 If
8 " DIP - 1,, 851 If / 8 PVC -3,3301 f
Public Streets
Onsite: 14.,561 sy
Offsite: 3,385 sy
Curb & Gutter
11,4881f
Sidewalk
101 trail - 2,893 sy
Ywalk - 4,438 sy
PHASE I
92 RESIDENTIAL LOTS
— -- — --
LORI COLFAL GUY P. UVLUUR AND
O.S. 15051. pc: 001
$.M. 2010, PG 1124
124 SANDRA ZINN HUSBAND AND
WIFE
RIX 0710-69-2169 LOT 11 SEARS PLANTATION
O.B. 'mfOO74, PG. 1853
a, 1978. PG. 21
P.t.N.: 0710.02-78 4941
------
PAUL A EARTH AND
WIFE, SUSAN M. EARTH
LOT 10 SEARS PLANTATION
DB. 3290, PG. 712
/* B.M. 1978, PG21
-78-2623
P.I.N.: 0710.02
a4BEFTA ANN BRELPHAUS,
TRUSTEE
O.S. 13951, PG. 2281
B.M. 1996, PG. 1773
P.I.N.: 0710-58-5023
MARK KEITH GOODSON AND
WIFE, DOROTHY MLLAMS
GOODSON
LOT 9 SEARS PLANTATION
D.B. 3905, PG. 714
B.M. 1978, PG. 27
--------------------------
EVAN R. WILLAMS AND
WT& CARA L, WILLIAMS
LOT 8 SEARS PLANTATION
D.B. 13670, PC. 613
B.M. 1978, PG. 21
PJ.N.: 0710.02-68-9132
ID
A
HOLT. LAURA JANE
D.B.
11518, PC. 1770
B.M. 2004, PG: 890
P.1.,N.: 0710-47-9627
-------
L
0
TWT 1
54.519 ACRM-
130AKWA ANN INFIMPA/A =
OF 1W WAMA AM MM"
118. 1=11. ft =11
IM M 1"3
ALN_ 0710= W -7W
WS -JPA, LLC
D.8, 15741. PG, 512
B.M. 2014, PG. 452
P.(,N.: 0710.01-45-9926
The PRCR Advisory Commission reviewed this project on
February 25th and unanimously
recommended as follows:
"While the Advisory Commission still recommends that the
developers in this area work together to provide additional
Park land, they unanimously recommend payment of a fee
in lieu for theproject with the caveat that once the Town
identifies the location of public greenway in this area, the
development receive credit for constructing any greenways
and trails that may be located on their property,
consistent with Town Standards. In the event such
greenways are identified, the
developer would be required to submit a separate
greenway sheet with their construction plans, dedicate a
minimum 30 foot public greenway easement, and provide
a cost estimate for the greenway.
WS -JPA LLC
D.S. 15741'PG, 512
S.M. 2014.PG, 452
P.I.N.: 071D.04-54-3316
LITTLE BEAVER CREEK REGID94L
PUMP STATION it
OLIVE
D.B.
P.IX:
RANDEL T g JANET C
Cs- IC
1Z
1,
4/
r.
— -- — --
CS - 4a
ZACHARY U k
CHMSONA 14 GARDEN,
TRACT 2
2&00 ACM
9,M. 1978, PC, 21
P.I.N.: 0710.02-77-2057
P_ ANDMV AMIME
DRAINAGE AREAS PRESERVED:
D.B. 7507, PG. 2206
RCA REQUIRED:
ASL 9083, Pa 713
7H0945 RICHARD ALBRECHT
7 PLANTATIONP:I.N,
SA 1978, Pr^ 21
EW. I982. PG, 1113
0710-77-8854
PIK: 011002-78--3412
SUBDIVISION PLAN
LOT SEARS
D.B. 5116, PG: 37
SUBDIVISION PLAN
PROPOSED WITH THIS
SCOTT BROWN AND
MFE, EMILY spow
PHASE OF DEVELOPMENT.
B.N. 1978, PG. 21
P.I.N.: 0710.02-67-8884
...yr 7
– r-
B.M. 1978, P. 21
�01//1/11_ RLN,; 0710.02-75-4865
- ----- ---- <
SUBDIVISION PLAN
CS -6
OVERALL UTILITY PLAN
CS - 6a
I
CS -6b
UTILITY PLAN
CS - 6c
UTILITY PLAN
CS -6d
UTILITY PLAN
CS - 6e
0
0 r– 0
CS -6f
UTILITY PLAN
CS -7
.40KP-_
-WW AW
CS - 7a
GRADING / DRAINAGE PLAN
CS - 7bGRADING
/ DRAINAGE PLAN
WT. AVMA a MW SCOTT R. AUWCHT
GRADING / DRAINAGE PLAN
PHILIP A
CYWHIA C JOHNSON,
GRADING / DRAINAGE PLAN
CS -7e
LOT 4 SSW PLAOMMIN LOT 6 SEARS PLANTA77ON
Aa 4M PQ1228J, PG1794
-Z
0.8, 4408 PG. M
8N. 19a2. PG773
CS -8
OVERALL IMPLEMENTATION & PHASING
9,16t 1978, PG. 27
1978, Pr_ 21 P.LM: 0710.02-67-9.506
STAGING /EROSION CONTROL PLAN
AIX: 0710-77-191690
STAGING / EROSION CONTROL PLAN
CS - 8C
i!rH.. 0710.02—A7-5320
00
STAGING / EROSION CONTROL PLAN
CS - 8e
STAGING / EROSION CONTROL PLAN
CS -8f
STAGING / EROSION CONTROL PLAN
CS -9
JORDAN MANORS DRIVE
CS -10
JORDAN MANORS DRIVE
OWN R &
"NN E MNE,
D.B. 7401, M 338
B.M. 1982, PG. 173
P.I.N.; 0710-77-9324
0
MICHAEL 0. MITCHELL AND
WIFE, DEBRA H. MITCHELL
LOT 5 SEARS PLANTATION
D.B. 4405, PG. 92
TIMOTHY 0 MCKINN!SH,
RM, 1978, PC. 21
P3.N.: 071042-77-0360
D.B.3186 PG. 430
k 2008. PG. 1244
RIM.: 0710-86-5906
LITTLE BEAVER CREEK REGID94L
PUMP STATION it
OLIVE
D.B.
P.IX:
10 ACAM
Km R>
047HOW R
TIMER AR 4390,
PQ M WT 2
SA 1988, Fr^
67
-1147
P_ .
------
- -- — --
SANDRA BAREFOOT
&U. - PG. -
am. -: PG. -
PAN': 0710-86-0959
TOWN OF APEX CERTIFICATION FIRE DEPARTMENT CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex, and to the This drawing has been reviewed by the Town of Apex Fire
best of my knowledge and belief, conforms to the requirements Department, and to the best of my knowledge and belief, conforms
established in the Standard Specifications of the Town of Apex. to the requirements established within the Town's Standard
However,
this signature does not constitute a variance from any Specifications, Fire Protection Ordinances, and the International Fire
requirements contained in any federal, state, or local code, law, Code 2000 Edition. However, this signature does not constitute a
specification, rule or ordinance. The cleveloper/engineer/contractor variance from any requirements contained in any federal, state, or
is solely r po s le fir meeting ail applicable renuirements. local code, law, specification, rule or ordinance. The developer/
By: Date: engineer/contractor is solely responsible for meeting all applicable
requirements.
By: S Date:
PLANNING/ZONING CERTIFICATION BY THE TOWN OF APEX
This construction drawing has been reviewed by the Town of Apex PUBLIC WORKS AND UTILITIES
Planning Department, and to the best of my knowledge and belief, CERTIFICATION BY THE TOWN OF APEX
conforms to the Subdivision or Site Plan that was approved by the This drawing has been reviewed by the Town of Apex Public Works
Town of Apex Board of Commissioners, and meets the Town of Apex and Utilities Department, and to the best of my knowledge and
Zoning, Subdivision, or Unified Development Ordinance. This belief, conforms to the requirements established in the Standard
signature does not constitute a variance from any requirements of Specifications and Construction Details of the Town of Apex.
the originally approved Subdivision or Site Plan cited above, or any However, this signature does not constitute a variance from any
federal, state, or local code, law, specification, rule, guideline, or requirements contained in any federal, state, or local code, law,
ordinance. It is the sole responsibility of the owner/developer, or
any of his agents or contract professionals to ensure that this specification, rule or ordinance. The developer/engineer/contractor
Ian me is solely meeting all applicable requirements.
10 2 / ®l 1,ponsible for
constr t' I masts all the aforementioned requirements. Date: uZ
By.
By: Date: CIA
TRANSPORTATION ENGINEER BUILDING INSPECTION DIVISION
CERTIFICATION BY THE TOWN OF APEX CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex, and to the This drawing has been reviewed by the Town of Apex Building
best of my knowledge and belief, provides an acceptable Inspection Division, and to the best of my knowledge and belief,
transportation system with consideration for the elements conforms to the requirements established within the Town's Code of
contained within the Transportation Plan conforming to the Ordinances and the North Carolina State Building Codes. However,
requirements established in the Standard Specifications of the this signature does not constitute a variance from any requirements
Town of Apex. However, this signature does not constitute a contained in any federal, state, or local code, law, specification, rule
variance from any requirements contained in any federal, state, or or ordinance. The developer/engineer/contractor is solely
local code, law, specification, rule or ordinance. The responsible for meeting all applicable requirements.
developer/engineer/contractor is solely responsible for meeting all -a 1
applic By:&WUatJL,1111 eAj,(, I C�u
Aile requirements. Date:
t I
By: Date:
SOIL EROSION AND SEDIMENTATION CONTROL
CERTIFICATION BY THE TOWN OF APEX
PARKS, RECREATION, AND CULTURAL RESOURCES I
CERTIFICATION BY THE TOWN OF APEX This drawing has been reviewed by the Town of Apex, and to the
best of my knowledge and belief, conforms to the requirements
These plans have reviewed by the Town of Apex, and to the best of
established in the Soil Erosion and Sedimentation Control Ordinance
my knowledge and belief, conform to representations made by the of the Town of Apex. However, this signature does not constitute a
developer to myself and the Parks, Recreation, and Cultural variance from any requirements contained in any federal, state, or
Resource Advisory Commission consistent with the projects local code, law, specification, rule or ordinance. The developer/
requirements for public Parks and Recreation, either in total or in
part, as outlined in Section 7.3 of the Town's Unified Development engineer/contractor is solely responsible for meeting all applicable
requirements.
Ordinance and Article IV, Section 19 of the Town Code. However, THIS SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY
this signature does not constitute a variance from any requirements
PLAN REQUIREMENTS. A SEPARATE LETTER OF PLAN APPROVAL
contained in anyfederal, state, or local code, law, specification, rule
WILL BE MAILED TO THE FINANCIALLY RESPONSIBLE PERSON AT A
or ordinance. Theeloper/engineer/contractor I is solely LATER nA E CO ING 0 THE CONSTRUCTION SEQUENCE,
re all apply ble requirempnts.
02A ZI By: Date:
–
B pate: /((,#
19
ENVIRONMENTAL PROGRAMS ELECTRIC UTILITIES
APEX CERTIFICATION BY THE TOWN OF APEX
CERTIFICATION BY THE TOWN OF
This drawing has been reviewed by the Town of Apex Public Works
This drawing has been reviewed by the Town of Apex Electric
and Utilities Department (Environmental Programs) and to the best
Utilities Division, and to the best of my knowledge and belief,
of my knowledge and belief, conforms to the requirements
conforms to the requirements established in the Standard
established in the Standard Specifications and Construction Details
Specifications and Construction Details and the Unified
and the Unified Development Ordinance of the Town of Apex.
Development ordinance of the Town of Apex. However, this
However, this signature does not constitute a variance from any
signature does not constitute a variance from any requirements
contained in any federal, state, or local code, law, specification, rule
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance, The developer/engineer/contractor or ordinance. The developer/engineer/contractor is solely
is solely responsible for meeting all applicable requirements. This
responsibl for eting all applicable requirementl((.
signature serves as the stormwater permit for this project.
By: Date:
By: Date:
IF—
IF—
T Ar RD 0 THE
GRAPHIC SCALE
3001 6001 900,
(IN FEET)
1 INCH = 300 FT
RANDEL T g JANET C
Cs- IC
SINK
CS - 2
D. STEPHENSCPUGOS AND
CS - 3
WIFE, LISA KAREN EN
LOT 13 SEARS PLANTATION
CS - 4a
D.B. 6645, PG. 649
TRACT 2
2&00 ACM
9,M. 1978, PC, 21
P.I.N.: 0710.02-77-2057
P_ ANDMV AMIME
DRAINAGE AREAS PRESERVED:
WIT I SSW PIMMM
RCA REQUIRED:
ASL 9083, Pa 713
EXISTING CONDITIONS PLAN
SA 1978, Pr^ 21
EXISTING CONDITIONS PLAN
PIK: 011002-78--3412
SUBDIVISION PLAN
THERE IS NO RCA
SUBDIVISION PLAN
PROPOSED WITH THIS
SCOTT BROWN AND
MFE, EMILY spow
PHASE OF DEVELOPMENT.
LOT 2 SEARS PLANTATION
0.9. 15711% PG. 473
5/5
B.M. 1978, P. 21
�01//1/11_ RLN,; 0710.02-75-4865
10 ACAM
Km R>
047HOW R
TIMER AR 4390,
PQ M WT 2
SA 1988, Fr^
67
-1147
P_ .
------
- -- — --
SANDRA BAREFOOT
&U. - PG. -
am. -: PG. -
PAN': 0710-86-0959
TOWN OF APEX CERTIFICATION FIRE DEPARTMENT CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex, and to the This drawing has been reviewed by the Town of Apex Fire
best of my knowledge and belief, conforms to the requirements Department, and to the best of my knowledge and belief, conforms
established in the Standard Specifications of the Town of Apex. to the requirements established within the Town's Standard
However,
this signature does not constitute a variance from any Specifications, Fire Protection Ordinances, and the International Fire
requirements contained in any federal, state, or local code, law, Code 2000 Edition. However, this signature does not constitute a
specification, rule or ordinance. The cleveloper/engineer/contractor variance from any requirements contained in any federal, state, or
is solely r po s le fir meeting ail applicable renuirements. local code, law, specification, rule or ordinance. The developer/
By: Date: engineer/contractor is solely responsible for meeting all applicable
requirements.
By: S Date:
PLANNING/ZONING CERTIFICATION BY THE TOWN OF APEX
This construction drawing has been reviewed by the Town of Apex PUBLIC WORKS AND UTILITIES
Planning Department, and to the best of my knowledge and belief, CERTIFICATION BY THE TOWN OF APEX
conforms to the Subdivision or Site Plan that was approved by the This drawing has been reviewed by the Town of Apex Public Works
Town of Apex Board of Commissioners, and meets the Town of Apex and Utilities Department, and to the best of my knowledge and
Zoning, Subdivision, or Unified Development Ordinance. This belief, conforms to the requirements established in the Standard
signature does not constitute a variance from any requirements of Specifications and Construction Details of the Town of Apex.
the originally approved Subdivision or Site Plan cited above, or any However, this signature does not constitute a variance from any
federal, state, or local code, law, specification, rule, guideline, or requirements contained in any federal, state, or local code, law,
ordinance. It is the sole responsibility of the owner/developer, or
any of his agents or contract professionals to ensure that this specification, rule or ordinance. The developer/engineer/contractor
Ian me is solely meeting all applicable requirements.
10 2 / ®l 1,ponsible for
constr t' I masts all the aforementioned requirements. Date: uZ
By.
By: Date: CIA
TRANSPORTATION ENGINEER BUILDING INSPECTION DIVISION
CERTIFICATION BY THE TOWN OF APEX CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex, and to the This drawing has been reviewed by the Town of Apex Building
best of my knowledge and belief, provides an acceptable Inspection Division, and to the best of my knowledge and belief,
transportation system with consideration for the elements conforms to the requirements established within the Town's Code of
contained within the Transportation Plan conforming to the Ordinances and the North Carolina State Building Codes. However,
requirements established in the Standard Specifications of the this signature does not constitute a variance from any requirements
Town of Apex. However, this signature does not constitute a contained in any federal, state, or local code, law, specification, rule
variance from any requirements contained in any federal, state, or or ordinance. The developer/engineer/contractor is solely
local code, law, specification, rule or ordinance. The responsible for meeting all applicable requirements.
developer/engineer/contractor is solely responsible for meeting all -a 1
applic By:&WUatJL,1111 eAj,(, I C�u
Aile requirements. Date:
t I
By: Date:
SOIL EROSION AND SEDIMENTATION CONTROL
CERTIFICATION BY THE TOWN OF APEX
PARKS, RECREATION, AND CULTURAL RESOURCES I
CERTIFICATION BY THE TOWN OF APEX This drawing has been reviewed by the Town of Apex, and to the
best of my knowledge and belief, conforms to the requirements
These plans have reviewed by the Town of Apex, and to the best of
established in the Soil Erosion and Sedimentation Control Ordinance
my knowledge and belief, conform to representations made by the of the Town of Apex. However, this signature does not constitute a
developer to myself and the Parks, Recreation, and Cultural variance from any requirements contained in any federal, state, or
Resource Advisory Commission consistent with the projects local code, law, specification, rule or ordinance. The developer/
requirements for public Parks and Recreation, either in total or in
part, as outlined in Section 7.3 of the Town's Unified Development engineer/contractor is solely responsible for meeting all applicable
requirements.
Ordinance and Article IV, Section 19 of the Town Code. However, THIS SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY
this signature does not constitute a variance from any requirements
PLAN REQUIREMENTS. A SEPARATE LETTER OF PLAN APPROVAL
contained in anyfederal, state, or local code, law, specification, rule
WILL BE MAILED TO THE FINANCIALLY RESPONSIBLE PERSON AT A
or ordinance. Theeloper/engineer/contractor I is solely LATER nA E CO ING 0 THE CONSTRUCTION SEQUENCE,
re all apply ble requirempnts.
02A ZI By: Date:
–
B pate: /((,#
19
ENVIRONMENTAL PROGRAMS ELECTRIC UTILITIES
APEX CERTIFICATION BY THE TOWN OF APEX
CERTIFICATION BY THE TOWN OF
This drawing has been reviewed by the Town of Apex Public Works
This drawing has been reviewed by the Town of Apex Electric
and Utilities Department (Environmental Programs) and to the best
Utilities Division, and to the best of my knowledge and belief,
of my knowledge and belief, conforms to the requirements
conforms to the requirements established in the Standard
established in the Standard Specifications and Construction Details
Specifications and Construction Details and the Unified
and the Unified Development Ordinance of the Town of Apex.
Development ordinance of the Town of Apex. However, this
However, this signature does not constitute a variance from any
signature does not constitute a variance from any requirements
contained in any federal, state, or local code, law, specification, rule
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance, The developer/engineer/contractor or ordinance. The developer/engineer/contractor is solely
is solely responsible for meeting all applicable requirements. This
responsibl for eting all applicable requirementl((.
signature serves as the stormwater permit for this project.
By: Date:
By: Date:
IF—
IF—
T Ar RD 0 THE
GRAPHIC SCALE
3001 6001 900,
(IN FEET)
1 INCH = 300 FT
._ _- -Av.
TRACT 6 NM I -MN CHURCH
119. 14072, PC, 1606
0/12JO ACRErS TT 4
0=11= AWW" ~ ON, 1976, PG. 514 PIN
MOST M& ISM Pa 14M 071M04-74-2861
TIVICt 3 B.M. 1974 M 514
FW 07IQ02
75
ZM
TIMOTHY D MCKINNtSH,
D.B. 13186, PG. 430
B.M. 2008, PG. 1244
P.I.N.: 0710-86-5906
VELNON 0 AND HELEN L
G COTTON,
0.& 3530, PG, 935
S.M.
1979. PG, 119
RLN. 0710-86-1743
MCT a
9.17 ACRM
F. J0691H 60SOM
NOW OF THE MM
Ila am PQ No
r
C.
071&02-75-3M
BA 1076, P 514
PJA. 4
ANTHONY W YATES I
D . 13506; PG. I862 I
RA41:1979. PG. 1 19
TR4CT 4
&Z AGM
PHRW a TtAW*R
" 2%ft 613
Fla
M 514
FW 0710,02-75-W7
7– FRE=E GISSON 77NCM
41, PC.
D.ViL 3,77.3. PG 345
I.
P.I.N.: 071' .24191
-Z
0 q
00
II
Jib, r
1
M.
f
NAME OF PROJECT JORDAN MANORS
PREPARER'S CONTACT INFORMATION WILLIAM G. DANIEL &ASSOCIATES, P.A.
1150 SE MAYNARD ROAD SUITE 260
CARY NC 27511
919.467.9708 office / 919.460.7585 fax [e-mail]
OWNER'S CONTACT INFORMATION PIN: 0710,56.7667
BREUHAUS, BABETTA ANN TRUSTEE
9125 BARKER RD NEW HILL NC 27562
Pi N : 0710.76.3412
FINKLE, R ANDREW
4022 COLE MILL RD DURHAM NC 27712
PIN: 0710.67.5320
HAMN, DAVIDHAHN, PAMELA C
PO BOX 129 NEW HILL NC 27562
P IN: 0710.75.4547
TURNER, PHYLLIS L
312 WESTRI DGE DR RALEIGH NC 27609
PIN :0710.75.0574
TURNER, KEITH D TURNER, CATHERINE R
2408 NEW HILL OLIVE CHAPEL RD NEW HILL NC 27562
PIN : 0710.75.3294
BORDWELL REVOCABLE LIVING TRUST /BY TRS
2424 NEW HILL OLIVE CHAPEL RD NEW HILL NC 27562
P IN: 0710.56.0694
MOONEY, BILLY ROGERS JR MOONEY, GAIL T
2704 PINEY PLAINS RD CARY NC 27518
PIN: 0710, 75.3855
GOSSMAN, F JOSEPH BISHOP OF ROMAN CATH DIOCESE OF RAL
7200 STONEHENGE DR RALEIGH NC 27613
CONTRACT PURCHASER'S
CONTACT INFORMATION
ANNEXATION #:
ZONING
CURRENT 2030 LAND USE MAP
DESIGNATION
MSP EXPIRATION DATE
AREA OF TRACT(S)
REQUIRED SETBACKS
RANDEL T g JANET C
Cs- IC
SINK
CS - 2
0-8. 2227, PrG, 509
8,14, 20M PG. 1244
CS - 3
P.I.N.; 0710-86-1743
CS - 4a
------ ------
._ _- -Av.
TRACT 6 NM I -MN CHURCH
119. 14072, PC, 1606
0/12JO ACRErS TT 4
0=11= AWW" ~ ON, 1976, PG. 514 PIN
MOST M& ISM Pa 14M 071M04-74-2861
TIVICt 3 B.M. 1974 M 514
FW 07IQ02
75
ZM
TIMOTHY D MCKINNtSH,
D.B. 13186, PG. 430
B.M. 2008, PG. 1244
P.I.N.: 0710-86-5906
VELNON 0 AND HELEN L
G COTTON,
0.& 3530, PG, 935
S.M.
1979. PG, 119
RLN. 0710-86-1743
MCT a
9.17 ACRM
F. J0691H 60SOM
NOW OF THE MM
Ila am PQ No
r
C.
071&02-75-3M
BA 1076, P 514
PJA. 4
ANTHONY W YATES I
D . 13506; PG. I862 I
RA41:1979. PG. 1 19
TR4CT 4
&Z AGM
PHRW a TtAW*R
" 2%ft 613
Fla
M 514
FW 0710,02-75-W7
7– FRE=E GISSON 77NCM
41, PC.
D.ViL 3,77.3. PG 345
I.
P.I.N.: 071' .24191
-Z
0 q
00
II
Jib, r
1
M.
f
NAME OF PROJECT JORDAN MANORS
PREPARER'S CONTACT INFORMATION WILLIAM G. DANIEL &ASSOCIATES, P.A.
1150 SE MAYNARD ROAD SUITE 260
CARY NC 27511
919.467.9708 office / 919.460.7585 fax [e-mail]
OWNER'S CONTACT INFORMATION PIN: 0710,56.7667
BREUHAUS, BABETTA ANN TRUSTEE
9125 BARKER RD NEW HILL NC 27562
Pi N : 0710.76.3412
FINKLE, R ANDREW
4022 COLE MILL RD DURHAM NC 27712
PIN: 0710.67.5320
HAMN, DAVIDHAHN, PAMELA C
PO BOX 129 NEW HILL NC 27562
P IN: 0710.75.4547
TURNER, PHYLLIS L
312 WESTRI DGE DR RALEIGH NC 27609
PIN :0710.75.0574
TURNER, KEITH D TURNER, CATHERINE R
2408 NEW HILL OLIVE CHAPEL RD NEW HILL NC 27562
PIN : 0710.75.3294
BORDWELL REVOCABLE LIVING TRUST /BY TRS
2424 NEW HILL OLIVE CHAPEL RD NEW HILL NC 27562
P IN: 0710.56.0694
MOONEY, BILLY ROGERS JR MOONEY, GAIL T
2704 PINEY PLAINS RD CARY NC 27518
PIN: 0710, 75.3855
GOSSMAN, F JOSEPH BISHOP OF ROMAN CATH DIOCESE OF RAL
7200 STONEHENGE DR RALEIGH NC 27613
CONTRACT PURCHASER'S
CONTACT INFORMATION
ANNEXATION #:
ZONING
CURRENT 2030 LAND USE MAP
DESIGNATION
MSP EXPIRATION DATE
AREA OF TRACT(S)
REQUIRED SETBACKS
SHEET NO.
BUILT UPON AREA ALLOWED:
Cs- IC
BUILT UPON AREA PROPOSED:
CS - 2
WATERSHED PROTECTION
CS - 3
OVERLAY DISTRICT
CS - 4a
FEMA FLOODMAP #
CS -4b
GRADING:
CS - 4c
DRAINAGE AREAS PRESERVED:
CS -4d
RCA REQUIRED:
RCA TOTALS REFLECT
EXISTING CONDITIONS PLAN
REQUIRED AND PROVIDED
EXISTING CONDITIONS PLAN
FOR THE ENTIRE PUD–CZ.
SUBDIVISION PLAN
THERE IS NO RCA
SUBDIVISION PLAN
PROPOSED WITH THIS
RCA PROVIDED:
PHASE OF DEVELOPMENT.
SUBDIVISION PLAN
CS - 5e
HISTORIC STRUCTURES
SHEET NO.
DESCRIPTION
Cs- IC
OVER
CS - 2
OVERALL LAYOUT
CS - 3
SHEET KEY & PROJECT NOTES
CS - 4a
EXISTING CONDITIONS PLAN
CS -4b
EXISTING CONDITIONS PLAN
CS - 4c
EXISTING CONDITIONS PLAN
CS -4d
EXISTING CONDITIONS PLAN
CS - 4e
EXISTING CONDITIONS PLAN
CS -4f
EXISTING CONDITIONS PLAN
CS - 5a
SUBDIVISION PLAN
CS -5b
SUBDIVISION PLAN
CS - Sc
SUBDIVISION PLAN
CS -5d
SUBDIVISION PLAN
CS - 5e
SUBDIVISION PLAN
CS -5f
SUBDIVISION PLAN
CS -6
OVERALL UTILITY PLAN
CS - 6a
UTILITY PLAN
CS -6b
UTILITY PLAN
CS - 6c
UTILITY PLAN
CS -6d
UTILITY PLAN
CS - 6e
UTILITY PLAN
CS -6f
UTILITY PLAN
CS -7
OVERALL GRADING / DRAINAGE PLAN
CS - 7a
GRADING / DRAINAGE PLAN
CS - 7bGRADING
/ DRAINAGE PLAN
CS - 7c
GRADING / DRAINAGE PLAN
CS -7d
GRADING / DRAINAGE PLAN
CS -7e
GRADING / DRAINAGE PLAN
CS -7f
GRADING / DRAINAGE PLAN
CS -8
OVERALL IMPLEMENTATION & PHASING
CS - 8a
STAGING /EROSION CONTROL PLAN
CS - 8b
STAGING / EROSION CONTROL PLAN
CS - 8C
STAGING / EROSION CONTROL PLAN
CS -8d
STAGING / EROSION CONTROL PLAN
CS - 8e
STAGING / EROSION CONTROL PLAN
CS -8f
STAGING / EROSION CONTROL PLAN
CS -9
JORDAN MANORS DRIVE
CS -10
JORDAN MANORS DRIVE
MILESTONE DEVELOPMENTS, LLC
142TOWERVIEW COURT
CARY NC 27513
919.417.4429 / colen@mi lestone-developments.com
534
PUD -CZ (Town of Apex Rezoning Case #15CZ05)
LOW DENSITY RESIDENTIAL (PUD -CZ)
11/18/2019
PIN : 0710.56.7667
54.519 acres
PIN: 0710.76,3412
25.65 acres
P IN: 0710.67,5320
5.551 acres
P IN: 0710.75.4547
8.334 acres
PIN: 0710, 75.0574
2.000 acres
PIN: 0710.75.3294
12.592 acres
PIN: 0710.56,0694
3.281 acres
P IN: 0710.75.3855
9.171 acres
PUD total:
121.10 acres
Front & Rear: 20'
CS -20
Side: 5'
CS -21
Corner: 10'
CS - 22
70%
CS -23
50%
CS -24
PRIMARY
3720071000K (rev 02.02.07) - Floodplain on Site -
MASS (36% graded priorto first plat)
>813%
114,648 sf 2.58 Ac.
105,851 sfl 2.43 ac (2% for mass grading) &
6,534 sf / 0.15 ac (Section 8.1.2. C.6 reqmt)
115,434 sf 2.65 Ac
NONE KNOWN
SHEET NO. DESCRIPTION
CS - I I
OAK GRANT DRIVE
CS -12
TINKLE GRANT DRIVE
CS - 13
1
HAHN RIDGE DRIVE
CS -14
ELM GRANT DRIVE
CS -15
WOODLAND GRANT DRIVE
CS -16
WOODLAND OAKS DRIVE
CS -17
NEW HILL OLIVE CHAPEL ROAD STRIPING PLAN
CS -18
NEW HILL OLIVE CHAPEL ROAD STRIPING PLAN
CS -19
NEW HILL OLIVE CHAPEL ROAD WIDENING PLAN
CS -20
NEW HILL OLIVE CHAPEL ROAD WIDENING PLAN
CS -21
NEW HILL OLIVE CHAPEL ROAD WIDENING PLAN
CS - 22
NEW HILL OLIVE CHAPEL ROAD WIDENING PLAN
CS -23
SANITARY SEWER OUTFALL A
CS -24
SANITARY SEWER OUTFALL A with GREENWAY
CS -25
SANITARY SEWER OUTFALL A with GREENWAY & F
CS -26
SANITARY SEWER OUTFALL B with GREENWAY
CS -27
SANITARY SEWER OUTFALL B, C, G
CS -28
SANITARY SEWER OUTFALL D & E
CS -29
12" WATERLINE
CS -30
12" WATERLINE
CS -31
12" WATERLINE
CS -32
GREENWAY EASEMENT
CS - 33
BMP #2
CS -34
BMP #3
CS - 35
STORM DRAINAGE PLAN/PROFILES
CS -36
DETAILS
CS -37
DETAILS
CS -38
DETAILS
CS -39
DETAILS
CS -40
DETAILS
CS -41
DETAILS
L-A
LANDSCAPE PLAN
L -B
LANDSCAPE PLAN
L -C
LANDSCAPE PLAN
L -D
LANDSCAPE PLAN
L -E
BMP LANDSCAPE PLAN
L -F
BMP LANDSCAPE PLAN
I., -G
LANDSCAPE NOTES &DETAILS
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Phase 1
Cover
Date
December 1, 2015
Sheet

t-
MODIFIED
W W MAJOR COLLECTOR STREET t 2 -LANE URBAN THOROUGHFARE
�2
RIGHT OF WAY
35'
ROADWAY
1.5 3{?
'
0,0208 0,04167 1 01
10' MULTI USE
PATH r
1'
nniAtno r3cr1nrn1°r1A1 C%"rrJrr_-r
RIGHT OF WAY
27'
ROADWAY
PAVEMENT DESIGN fTYPICAL):
3" ASPHALT CONCRETE
SURFACE COURSE
4" ASPHALT CONCRETE
INTERMEDIATE COURSE
loft AGGREGATE BASE COURSE
PAVEMENT DESIGN:
3" ASPHALT CONCRETE SURFACE COURSE
8" AGGREGATE BASE COURSE r' `.
!
r
i
!
!
i
r
t
i
1
i
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NIF
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TRUSTEE
ZONED: R4OW S PSOW /
\
use.. vAcANr '
\ J
X,
\ - J J/ /
/
! ti IPS /
Ai 166
i Ps
II A
162 OF 161: # 164 i 16
LINE TABLE
�t
!
LINE
N
14
(�
,ti
I
1t
f
{
I
t
I
PAVEMENT DESIGN:
3" ASPHALT CONCRETE SURFACE COURSE
8" AGGREGATE BASE COURSE r' `.
!
r
i
!
!
i
r
t
i
1
i
!
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8RE#HAUS BABETTA ANN
TRUSTEE
ZONED: R4OW S PSOW /
\
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\ J
X,
\ - J J/ /
/
! ti IPS /
Ai 166
i Ps
II A
162 OF 161: # 164 i 16
Emergency Vehicle Access ss Maintained ©wring Construction
Construction vehicle parking limited to one side of the road (opposite of
hydrants).
Signs indicating "no construction vehicles this side of street" in English and
Spanish.
* Temporary Street Signs:
Once the first lift of asphalt is passable by vehicles, temporary street signs are
required.
* Silt Fencing:
Maintain 3' clearance around Fire Hydrants
,
/
NIF i f
COLEAL, LORI I
ZONED: ROW } '
USE: SINGL E PA PW Y 1
\
I
\
A
NIP Si
$REUHAUS, BABErrA ANN(
rRUSrEE
ZONED: R40W 6 ROW G
USE, VACANT
` \ GRAPHIC SCALE
A ~ 0' 200' 400' 600'
CIN FEET)
1 INCH = 200 FT
or�.
\ i \
NIF
DARDEN, ZACHARY H �, \
DARDEN° CHRISTINA M
,
�\ ZONED: R40W
USE,. VACANT
fir
• --__
JOHNSOM PHILIP A I
JOHNSON, CYNrH/A C /
'i ` ZONED: R40W ` 1 -- t
J
USE- SINGLE FAMIL Y
w
cs� ------------------------------------------- \ r ---------
= ------ -----------I t
N/F
W YNNE, OWEN R /
WYKNE; JOANNE
ZONED: R4OW
US
E• S/N Af FAMILY `` I
i 1
---------------------------------
I ! 1
MCKINN/SH, TIMOTHY D
,
ZONED: R40W
- _ , _ _ _.,-. _ _ .._ _ _ _ .. USE• ciwsi F �e�I/L L' -
`a
x /
/
- I - NIF - t
BAREFOOT, SANDRA t
ZONED,. R4OW 1
USE: SINGLE FANIL Y '
EMILY
aw
.Y ,\ -
- r -_- _
IPF cS`
TEMP.
COWRUCRON
ENTRANCE 42 ` -
_--
---------------
IPF N/F d
v f
SINK° RANOEL T SINK, JANET C _
ZONED: R4OW
USE• SINGLE FANX Y
167 '
\ \-`
90
NIF
,� L 'a •,'.. �' _,_,,psi ,.ij'.' - \ � _
J/ 1
Mc D
KINNISIi, T/MOTNY � 1
`' i .►!._.. .......... } ZONE7): R40W - ... ----
+�
USE, SINGLE FAM/L Y
..... - '!
J
Jordan Manors Phasing Areas
CURVE TABLE
CURVE ARC LENGTH' RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 951.1,3' 5789.65' 9°24'45" N 37°21 '08" E 950.06'
C2 436.10' 5669.65' 4°2426" N 39°53'47" E 435.99'
"CHILL"
At
L
J -a•+`.. , r I- NAD 83 (207 1)
_._._._._._,_._._ - - � �. , , � �..DS.
! \ .�.._ - ,...:. . . ........ ........... ------ - - ,-- ,; 1 N.C.NGGRID Coo.
�,'' ,
_ .... s
N=698,511.61
✓` . , f . •'� :. .,/-�.�...: , , . / ,, \, R E=2,020,618. 0
:: , :,,.. ... ..... .�- x. - f.r -
BMP 1 , , Jy' ;. .. ...,, . ' :J 'y,, \: x""`r.,' ;u - dk�l_�_-. C.G. ., 0.99988855
/ - A, r. .,'\ . r`�,- � � � . -:h; . •;,+,. .`�.�. r. \ .; \ . - n �► ""'-'
y/ \
J<, / .x..
k . x � H S
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v�navD 0
rt
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a, / L -.
.... '.. x, ... ` J. Cor z
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\ �.
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+� L229 A ZONED R40W
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I _ - .. }�`y y \. .,.,. - .. _ ... . , �/. �c ...,.•,. r....� .,, ' ..\;.� �. � ww NAD 83 /2011.j.
1 \, 1 •,/� / , \; \% �, ;T s �,1, / t / 1. /
'.................... rt'
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\y fi
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.\ k, c+� IPF • �1 _ - _,•.... -
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\ \: ,.
f -
LILOA
/ i1 A 1
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:( T� ANTHONY W
a `
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1
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, 1 1 2 1 t � -:� I -----� <.r..: , _ - POINT Q� BEGINNING
TPF ,/ 2 I /� _ a _ , � 1 -
i
r t
�• n 1 / M
_ _- i
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I
.zs_
v
;r _ f I
26 1 r
. •' �'
HoR m, Aft Yr{EH
- -= -
zON2,018,t651.08''
1 _ t
ED. Reow
1 l' -
1 � / 9 i F
i \ . USE VACANT
.` +. 7t�.✓ -i - - _-_ '" 4 1 % ,1 I fir. �. h I
r=tp !!r
S 1 .`1 \•\ ..
: R, ` i / �/ M' �l I •,......_.- _ - _-..---=--� ; _-- _
1 IlII _
- 4 f 2 85 186
83 w ,l/84 /8` 9 80
79
t ,
y i
77
\ - I72161 i
iw....°.-61 •-. � :.. ' t �. �iVi - I � 1t'}V +'. i �.1.
r
1 r
k 1 32 CI'`61 1 60
r
14
e t I
164
r r l '
�s '�- Id- 1 I NIP
165
ii 1P I 66 T/NGEN, FREDD
IE 17IBSON
I %67
/y -< _ ------ I , _._ I 1 ZONED: R40W
70�_ _ _ d USE. SINGLE FAMIL Y 1
171
X34 _
------_____.__ • ' ----
i
2
54 r' 55
4
.4 50
S1
152 1 53
lit48 149
47
TEMP.
II �46
_ ✓�
S.
- --- -- t1j ' 1' (t 45 - - NTRANC
' \ / 43' / 44 - '' _ I >_ �. y EON UCEON
/ 42 ' F s _ - _ _ /� S L 10 � � I
'I �1 `40
,
J5 .._ _' _
`� - \\ -� - Norte -- *6 ,a
i
1 NIF / % Z `� ✓ / l�Jlg. Q
NIF w w \ \
i I HORTOM MRYME H %! ' Y F �' CNURCH, NINA L YAW
ZONED: R80W / / �`•
-/
R40W Y R80WZONED
VACANT
' \ 1
use- /NGLE FAM/L Y ` 1 - 1 At
x
Vk
1f
41-704 92 11 It
I
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_
` II
,
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w ,
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tt
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LINE TABLE
11
1I
LINE
LO
BEARING
IF
L35
Xx
25°01 '56" W
„-
if li \ �C X x\w,•
f
,
1 1 y / `,
Ir1
03°31'09" W
At
r ,11, X r
S
t it
20°34'31 " E
39.06'
L38
S
33°3857" E
It It
L39
it i r
18'0 7 '38 " E
It �
L40
S
S
L77
L41
I,
/
L22200
42'05'15 " W
18.96
r'
N
77°29'49" W
v
L43
S
5-9'44'18 " W
14.58'
L44
S
60°2321 " W
18.69'
L45
..
It At If
Emergency Vehicle Access ss Maintained ©wring Construction
Construction vehicle parking limited to one side of the road (opposite of
hydrants).
Signs indicating "no construction vehicles this side of street" in English and
Spanish.
* Temporary Street Signs:
Once the first lift of asphalt is passable by vehicles, temporary street signs are
required.
* Silt Fencing:
Maintain 3' clearance around Fire Hydrants
,
/
NIF i f
COLEAL, LORI I
ZONED: ROW } '
USE: SINGL E PA PW Y 1
\
I
\
A
NIP Si
$REUHAUS, BABErrA ANN(
rRUSrEE
ZONED: R40W 6 ROW G
USE, VACANT
` \ GRAPHIC SCALE
A ~ 0' 200' 400' 600'
CIN FEET)
1 INCH = 200 FT
or�.
\ i \
NIF
DARDEN, ZACHARY H �, \
DARDEN° CHRISTINA M
,
�\ ZONED: R40W
USE,. VACANT
fir
• --__
JOHNSOM PHILIP A I
JOHNSON, CYNrH/A C /
'i ` ZONED: R40W ` 1 -- t
J
USE- SINGLE FAMIL Y
w
cs� ------------------------------------------- \ r ---------
= ------ -----------I t
N/F
W YNNE, OWEN R /
WYKNE; JOANNE
ZONED: R4OW
US
E• S/N Af FAMILY `` I
i 1
---------------------------------
I ! 1
MCKINN/SH, TIMOTHY D
,
ZONED: R40W
- _ , _ _ _.,-. _ _ .._ _ _ _ .. USE• ciwsi F �e�I/L L' -
`a
x /
/
- I - NIF - t
BAREFOOT, SANDRA t
ZONED,. R4OW 1
USE: SINGLE FANIL Y '
EMILY
aw
.Y ,\ -
- r -_- _
IPF cS`
TEMP.
COWRUCRON
ENTRANCE 42 ` -
_--
---------------
IPF N/F d
v f
SINK° RANOEL T SINK, JANET C _
ZONED: R4OW
USE• SINGLE FANX Y
167 '
\ \-`
90
NIF
,� L 'a •,'.. �' _,_,,psi ,.ij'.' - \ � _
J/ 1
Mc D
KINNISIi, T/MOTNY � 1
`' i .►!._.. .......... } ZONE7): R40W - ... ----
+�
USE, SINGLE FAM/L Y
..... - '!
J
Jordan Manors Phasing Areas
CURVE TABLE
CURVE ARC LENGTH' RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 951.1,3' 5789.65' 9°24'45" N 37°21 '08" E 950.06'
C2 436.10' 5669.65' 4°2426" N 39°53'47" E 435.99'
"CHILL"
At
L
J -a•+`.. , r I- NAD 83 (207 1)
_._._._._._,_._._ - - � �. , , � �..DS.
! \ .�.._ - ,...:. . . ........ ........... ------ - - ,-- ,; 1 N.C.NGGRID Coo.
�,'' ,
_ .... s
N=698,511.61
✓` . , f . •'� :. .,/-�.�...: , , . / ,, \, R E=2,020,618. 0
:: , :,,.. ... ..... .�- x. - f.r -
BMP 1 , , Jy' ;. .. ...,, . ' :J 'y,, \: x""`r.,' ;u - dk�l_�_-. C.G. ., 0.99988855
/ - A, r. .,'\ . r`�,- � � � . -:h; . •;,+,. .`�.�. r. \ .; \ . - n �► ""'-'
y/ \
J<, / .x..
k . x � H S
•7 r
v�navD 0
rt
L
! x �. / x
a, / L -.
.... '.. x, ... ` J. Cor z
4 /
X 7r*
X
/ +
-!
>C 1
\ �.
... , [� y.
+� L229 A ZONED R40W
..{y \ . . , .', .. -.n, ; •.: .:: ; • `, ' . �
W. S/MGLf FAM Y
k �
rL
l
L 30
r
\ I
3
r
w
Y'
\.. \ \ ;
\ - r . ,�, � , c x x '?Y" `v
/ 4 ,
1
N. C. "PITT"
r G
S
\-
s,- X .0 . ,
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N. C. G. S.
LINE TABLE
LINE
BEARING
DISTANCE
L35
S
25°01 '56" W
23.59'
L36
S
03°31'09" W
23.30'
L37
S
20°34'31 " E
39.06'
L38
S
33°3857" E
36.36'
L39
S
18'0 7 '38 " E
35.67'
L40
S
12°30'40" W
28.32'
L41
S
42'05'15 " W
18.96
L42
N
77°29'49" W
9.59'
L43
S
5-9'44'18 " W
14.58'
L44
S
60°2321 " W
18.69'
L45
S
41 *54'05 " W
18.48'
146
S
44°02'26" W
21.22'
L47
S
44°02'26" W
6.14'
L48
N
87°14'14" W
11.96'
L49
44
74°36'14" W
34.71'
L50 I S
55°59'33" W
35.08'
L57
15
53°23'59 " W
48.04'
L52
N
65°5225" IN
37.34'
L53
N
30°01 '02" W
29.38'
L54
N
72° 16'16 W
36.80'
L55
N
66°22'50" W
95.02'
L56
N
56°30'18" W
113.40'
L57
N
74°48'19" W
38.25'
L58
N
65°03'01 " W !
66.84'
L59
S
77°24'07" W
36.30'
L60
N
77°79'04" W
55.01'
L61
S
55°38'08" W
30.74'
L62
S
26°3536" W
26.01'
L63
N
51-5 1 '07" W
54,56'
L64
S
74°24'12" W
57.25'
L65
N
58',34'16 " W
43.89'
L66
N
80°7425" W
44.28'
L67
S
49°51 '37" W
45.21 '
L68
IS
73°55'07 " W
59.16'
L69
S
42°72'56" WI
33.13'
L70
S
30°49'02" W
27.95'
L71
S
37°12'36" W
29.72'
L 72
S
32'38 '44 " E
23.59'
L 73
S
28°58'09 " W
87.80
L74
S
87°51 '18" W
67.09'
L75
S
67°22'13" W
80.08'
L76
S
26°21'10" W
704.85'
L77
S
16°5855" W
101.89'
L78
N
32°28'49" E 1
30,70'
L 79
N
57°32'21 " W
10.00'
L80
N
32°28'49" E
19.43'
L87
N
32°23'49 " E
550.09'
L82 I S
86°37'44 " E
146.07'
L83
S
86°37'44" E
3.32'
L84
S
55°52'20" E
2.64'
L85
S
37°09'18" W
18.91'
L86
S
37°31 '55" W
29.72'
L87
S
25° 1728" W
33.89'
L88
S
01 °5956" W
16.14'
L89
S
54°04'33" W
16.75'
L90
S
17°55'50" W
16.00'
L91 IS
06°02'48" E
13.99'
L92
S
I
51 *,3,355 ' W
8,57'
L93
S
»
31 °34 33 W'
26.77'
L94
N
69°05'49" W
70.47'
L95
S
63° 15'56 W
27.72/
L 9 6
S
35'48'16 W
3,3.6 7
L97
IS
31-45'44 " W
_38_55'
L98
S
78°35'7 7 " E
10.7..:2 '
L99
S
76'29,37" W
26.20'
L 700
S
22°24'03" W
78.08'
101 i
L S
7 6°4 134 W
25...68
L 702
S
10°50'55" W
20.56'
L 7 03
S
23°4636" W
22.95'---
L 104
S
25°23 „
59 W
37..87)
L 105
S
4 2° 56 46 W
13.4 7'
i L 106
S
50° 1 1'5,3" W 1
34:52'
L 707
S
02°00, » 04 E
16.23)
SL 7
S
07°31 ' 14 " E
54.07'
SAL 0
S
07°42'14" E
57.70'
SL2
S
08°39'40" E
73.23'
SL3
S
09°20'17" E'
75,64'
SL4
S
1 1 °07'01 " E
50,02'
SL5
S
72°23'29" E
50.43'
SL
S
14°08'42" E
50.25'
SL
S
75°47'23" E
50.28'
SL8
S
7 6'49'1 1 " E
50.42'
SL9
S
18'07'49" E
50.37'
SL 70
S
19 ° 18',35 " E
28. 10'
N. C. G. S.
LINL TABLE
LINE
BEARING
DISTANCE
L108
S
16'29'09" W
37.94'
L 109
S
24°2322" W
L 1 70
S
12'29'02" W
_47.58'
35.04'
L 1 7 1
S
26°52'13" W
22.80'
L 112,
S
72'04'48 " E"
9.05'
L 1 13
S
18'04 '59 " E
29.15'
Ll 14
S
66°33'42" E
18.63'
L 115
S
38`35'45" W
34.86'
L 116
S
34°47'03" W
75.15'
L 7 17
S
07°48'26" E
8.67'
L 178
S
77°54'18" E
4.54'
L 119
S
14'1 7'07" W
30.82'
L 120
S
32'1,3'16 " W
43.94
L 121
S
12°5828" W
25,08'
L 1221
S
76°36'02" W
28.40'
L 72,31
S
16°02'48" W
23.66'
L 124
S
01'05'42 " E
14.52'
L 125'
S
25'5 1'2- 5 " W
4.39'
L 126
S
10°21 '32 " E
10.73'
L 127
S
00'03'14" W
18.14'
L 128
S
a8° 1727" W
36.40'
L 129
S 22°02'24 E
35.95'
L130
S
74°1.3'52 W'
24.67'
L 137
S
15°24'18" W
43.37'
L 132
S
T6'_7_2'21 " W
25.41 '
L133
S
10°10'41" W
18,61'
L 134
S
02'14--'54 " W
19.59'_
L 135
S
77'56'2-4" W
31.1,3'
L 136
S
6409 '55 " W
36.34'
L 137 S
31 °38'20" W
32.64'
L 138
S
6X1,3'30 " W
29.29'
L 139
S
84*07'30" W
31.06'
L 140
S
30°24' 13" W
59.07'
L 741
S
41 *54'42 " W
17.83'
L 142
N
55°59'07" W
12.42'
L 143
S
30°58'29 W
23,70'
L 144
S
03°22'36 W
50.64'
L 745
S
73°45'26" E
20.42'
L746
S
29°55'17" W
17,52'
L 147
S
12°01 '47" W
18.9 1 '
L 148
S
50°32'06" W
21.58'
L 149
S
19°24'21 " E
5.73'
L 150
N
87°20'35" E'
52.93'
E-151
S
15°51 '12" E'
129,85'
L 152
S
16°04 '43" E
60.15'
L 153
S
15°49'58 E
249.98'
L 154
S
69°41 '49" W
154.85'
L 155
_N_77%3
1 '43 " E'
280,59'
Ti
S
25°08'37" E
63,84'
L 157
S
24°5 1'29" EE
81.4 1 '
L 158
S
24°31 '27" E
79.76'
L 159
S
24'18'25 " E
59.76'
L 160
S
23°37'36" E
80,06'
L 167
S
22°29'31 " E
69.79'
L752
S 21°15'20" E
63,31'
L 163
S
18*52 '•36 " E
69.72'
L 164
S
75°51 '48" E
67,44'
L 165
S
1 1'J 1 43 E
54.90'
L 156
S
08'4,3'7 0 E
50.67
L221
S
68°49'51 " E
25.23'
L222
S
),
09 ° 6 55 W
2
,
1. 2
1
L223
N
»
42° 13'28 E
50.1,3'
L224
S
27° 1521 " E
15.62'
L225
N
41 °46'21 " E
49,83'
L226
N
42'1828 E
269.42'
L227 2
N
83'38'30 E '
3Q.03
L228
S
08°43.10 E_
11,30
L229
S
„
O8° 10`25 E
58.35
L230
S
07°45 44 E
59.86
L231
S
O 3 31 E
65
37. 5 6
L232
S
07°40 04 E
55.86
L233
S
07°41 '47" E
57.66'
L234
S
0740'50"E
56.91)
L2J51
S
07°2226" E 1
16.37'
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cert' c do sig don the cover sheet of these construction plans.
♦ /
CN(- Engi Bring Date Publi Works - Env. Programs Date
}
f =10r ate 3'x-7' �
CM -Transportation Planning Date
CM -- Building Inspections Date Planning -Transportation pate
Public rks - Water Sewer
/ Date rise Date
Public Works - Electric
j' bate Parks R creation &.Cultural Res,at
hp
Public Works - S & E hate
7 ILI
7mql
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329

Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 To rv'
we lew Court
Cary, N 1
C 27 53
[phone]
Project
Jordan Manors
Overall e all .a cut
r .WA
December 1, 2015
111=200'
Sheet
CS - 2

PROJECT NOTES
LAYOUT
Access Limitation on Abutting Roadways
Access to New Hill Olive Chapel Road shall be limited to the proposed public street connections indicated on
the Master SID Plan. No access onto New Hill Olive Chapel Road shall be allowed for individual lots.
Reservation of Open Space along Railroad
The Master SID Plan establishes a reservation of property adjacent to the Heritage Railroad for possible
future acquisition by the public for development of an open spacelgreenway corridor adjacent to the New
Hope Valley Railway. The area of the reservation will be owned and maintained by the HOA of Jordan
Manors until such potential acquisition takes place.
Amenities
The primary recreation facility for Jordan Manors will consist of a swimming pool, bath house, and tot lot'.
Prior to construction, the facility will be designed and submitted to the Town of Apex for review and
approval as a Minor Site Plan. In addition to the primary project recreation area, two gazebos and four
seating areas are proposed within the common areas accessible to the project's pedestrian circulation
system. These elements are depicted on the Master Subdivision Plan as to approximate location. Detailed
design of these facilities with associated landscaping and appurtenances will be depicted on construction
plans to be prepared and submitted to the Town for approval for individualphases of development.
Street Tree PlantinglStreetscape Treatment
Street trees are shown on the Master Subdivision Plan. As the location ofproposed utilities within and
adjacent to the street RIW are coordinated and finalized, the spacing and placement of the proposed street
trees shall be adjusted to ensure that the required separation between trees and utilities is achieved. The
adjusted street tree planting plan shall be included as part of the construction plans to be submitted for
review and approval by the Town of Apex for individual phases of development.
Building Setbacks
Building setbacks depicted on the Master Subdivision Plan reflect the dimensions established within the PUD
document. For those instances where the PUD document establishes values for aggregate and minimum
dimensions, the dimensions depicted on the Master Subdivision Plan depict an equal split of the aggregate.
Parking
Development within Jordan Manors is limited to only single-family detached lots and uses such as recreation
and utilities ancillary to the development. Each house within Jordan Manors will include a 2 -car garage, and
each lot shall include a minimum of 2 parking spaces located within the confines of the lot. Parking
associated with the proposed recreation facility shall be documented for review and approval as part of a
Minor Site Plan to be submitted for the recreation facility subsequent to approval of the Master Subdivision.
Recreation Dedication Requirement
The proposed Jordan Manors PUD (projected 240 single family residential units) was reviewed by the PRCR
Advisory Commission on February 25th. The following recommendation was approved:
'The PRCR Advisory Commission
recommends that rather than a dedication of land within the limits of Jordan
Manors, the developer shall pay a fee -in -lieu of land dedication for the
project. This fee -in -lieu shall be at the rate of $3,206.19 per single-family
detached lot. An additional component was added to their
recommendation during the project's first review to have the developer
dedicate and build portions of identified greenways, with the associated
cost being credited toward the required recreation payment.'
Mail Delivery
in accordance with the current policies and requirements of the US Postal Service, locations have been
designated on the Master Subdivision Plan for clustered mailbox structures. The cluster mailbox structures
will be located on concrete pads installed adjacent to the street curb and/or the walks/trails that comprise
the major pedestrian circulation system throughout Jordan Manors. The selection of the cluster box
structures will be made so as to be compatible with the remainder of the street fixtures (sign posts, light
poles, benches, etc.) to be incorporated into the streetscapes of the project. Detailed design of these
elements will be included in construction plans for each phase of the project.
PHASING
As stated in the PUD -CZ document and plan, Jordan Manors will be designed and constructed in phases.
Due to the scale and nature of the development, some elements of infrastructure (such as the extension of
waterlines to the project & construction of downstream gravity sanitary sewer) will potentially be designed
independent of the phased development of lots. Construction plans for such potential infrastructure
elements may be submitted for review and approval by the Town prior to, or concurrently with, submission
of construction plans for individual phases development. Development of the recreation facility and the first
phase of housing is envisioned to commence while the major infrastructure elements are being constructed.
In no case shall certificates of occupancy be issued for any structure within Jordan Manors until the
waterline extension and gravity sanitary sewer to Jordan Manors are complete.
Phasing of the proposed lots within Jordan Manors will be determined based on a detailed assessment of
market conditions, and refinement of the envisioned neighborhood characteristics. Specific delineation of
phasing for Jordan Manors will be reflected on construction plans that will be submitted to the Town for
review and approval. The construction plans for any given phase of lot development shall include detailed
proposed grading for all areas to be disturbed in the construction of the phase; design of all stormwater
BMP & conveyance measures (with preparation of associated calculations and documentation) necessary to
comply with all applicable stormwater and watershed regulations for all lots within the phase of
development; identification & description of proposed Open Space dedication attributable to the phase
based on a per/lot pro -ration of the overall proposed Open Space for Jordan Manors as specified on this
Master Subdivision Plan; and all elements and measures required to address demolition, staging, tree
protection, sedimentation & erosion control specific to construction of the proposed phase.
.STORMWATER
Stormwater Management
The properties comprising Jordan Manors are within the Primary Watershed Protection Overlay District. As
such, the built upon area of the project shall not exceed 70% of the gross project land area. Due to the low
density of the proposed Jordan Manors, the built -upon area shall be limited to no more than 50% of the
project area.
Stormwater Best Management Practices
Stormwater Best Management Practices are depicted and listed on the Master Subdivision Plan. The BMPs
will be designed so as to serve not only as stormwater management measures, but also be aesthetic focal
points when viewed from the residential lots and common areas in the viewshed of the BMP. The graphical
depiction of the BMPs on the Master Subdivision Plan corresponds to the area values listed in the BMP table
on sheet CS -7 abc as "Provided Pool Area". Detailed design of the BMPs will be prepared subsequent to
approval of the Master Subdivision Plan. In all cases the surface area of the BMP will exceed the "Required
BMP Surface Area" listed in the table. To ensure that the design contributory areas to the BMPs will be
achieved; with the design of each BMP, the design of the swales, piping, or other proposed means of
stormwater conveyance shall be prepared, and submitted with the BMP design for concurrent review and
approval by the Town of Apex Staff.
Flood Plain
An area of flood plain (FIRM 3720071000K) is located on the properties comprising Jordan Manors. No
proposed lot or public street encroaches into the flood plain.
Built -upon Area
As a PUD -CZ, the maximum allowable built -upon area for Jordan Manors is 70%. Due to the low density
proposed, the actual built -upon area will be far less than the allowable maximum, and shall not exceed an
aggregate coverage of 50% of the project area. Limitations on allowable built -upon area for each lot created
within Jordan Manors shall be established via recorded covenant. The limitations shall be listed on all
recorded plats used in creating the lots.
TRAFFICISTREETS
Street Sections
Some of the street sections within Jordan Manors are proposed as modifications of the Town's standard
sections in order to accommodate the design and construction of a 10' wide multi -use trail in lieu of
standard 5' wide sidewalks. Proposed roadway sections are depicted on sheet CS -2 of these plans.
Traffic Calming
All streets (except the proposed major collector street) within Jordan Manors that exceed 1000 feet in
length between points of traffic interruption, shall be designed and constructed to incorporate traffic
calming measures in the form of curb extensions, splitter medians, neighborhood traffic mini -circles,
designated & marked bike lanes, or other measures deemed by the Town Staff to be effective and
appropriate. The details of the design of the traffic calming measures shall be included in plans presented at
Construction Plan stage for the applicable phase of the project.
Speed Limit within Project
A speed limit of 25 MPH is proposed for streets within Jordan Manors. However, the Major Collector (shown
as street V) would be 35 MPH.
Off-site Roadway Improvements
Kimley-Horn and Associates, Inc. performed a traffic analysis and has prepared a report outlining its findings
and recommendations. That report is appended to this document for reference. The developer anticipates
constructing improvements as recommended in the report pending review, approval, and possible
modification by the Town of Apex and/or NCDOT in the course of plan review. The recommended
improvements are described below:
1. 50 -foot northbound left turn lane constructed on New Hill Olive Chapel Road at the site access #1
(Jordan Manors Dr).
2.50 -foot northbound left turn lane constructed on New Hill Olive Chapel Road at the site access #2
(Hahn Ridge Dr).
3.50 -foot northbound left turn lane constructed on New Hill Olive Chapel Road at the site access #3
(Horton Ridge Blvd),
UTILITY SERVICE`
Full Utility Service by Town of Apex
The development of Jordan Manors proposes to utilize the full utility services of the Town of
Apex -electricity, water, and sewer. The proposed location of waterlines and wastewater facilities are
depicted on this Master Subdivision Plan. The location of street lights, transformers, and electrical cables
will be determined in consultation with The Town of Apex Electric Utilities Department. Once proposed
locations for those elements are determined, the locations of other utilities including cable TV, telephone,
and gas will be coordinated and incorporated into construction plans to be submitted for review and
approval for specific phases of development infrastructure.
Wastewater Facilities
Wastewater service for Jordan Manors will be provided by extension of sanitary sewerlines from Jordan
Pointe. A portion of the sewerline extension will be off-site. Acquisition of the easements required for this
sewerline extension is the responsibility of the developer of Jordan Manors.
Water System
Water will be extended to Jordan Manors from Jordan Pointe, through the southern portion of Jordan
Manors and to the northern mostparcel boundary fronting New Hill Olive Chapel Road Integral to the
design of the water line extension will be the determination of existing water pressures, calculation of
projected water system pressures, evaluation of adequacy of fire flow capability, and specification of any
necessary pressure reduction measures to ensure an acceptable range of water service pressure.
GRADING/LAND DISTURBANCE
Grading and Clearing Limits
The grading and clearing limits depicted on the Master Subdivision Plan represent the proposed disturbance
associated with construction of theproposed infrastructure and rough grading of Jordan Manors. The FFE
values listed on the Master Subdivision Plan are indicated for reference and guidance only. FFEs for
individual houses will be determined based on the selected treatment of the individual lots.
ENVIRONMENTAL/EXISTING CONDITIONS
Historic Structures
No known historic structures are located on the properties comprising Jordan Manors.
Riparian Buffers/Wetlands
The locations of riparian buffers and wetlands have been identified by S&EC, and have been verified by the
Town, NCDENR, and ACOE. Permitting for the impacts necessary for implementation of the development
depicted on these plans will be obtained prior to release of signed infrastructure construction plans by the
Town
* Emergency Vehicle Access Maintained During Construction
Construction vehicle parking limited to one side of the road (opposite of
hydrants).
Signs indicating "no construction vehicles this side of street" in English and
Spanish.
* Temporary Street Signs:
Once the first lift of asphalt is passable by vehicles, temporary street signs are
required.
* Silt Fencing:
Maintain 3' clearance around Fire Hydrants
ii I V
.000"
NX
. . .. . . ....
41
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Sheet Key & Project Notes
Date
December 1, 2015
Scale
1#1 = 200'
Sh eet
CS -3
J
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Sheet Key & Project Notes
Date
December 1, 2015
Scale
1#1 = 200'
Sh eet
CS -3

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GRAPHIC SCALE
a, so, too, 150'
1 I I
I �ild I
(IN FEET)
I INCH = 50 FT
Demolition of Buildings Note:
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.
TION
OVERLAY DISTRICT- Primary
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
TOPOGRAPHIC INFORMATION IS A COMBINATION
OF SURVEY AND 2013 LiDAR, OBTAINED FROM
TRAL DATA. (APEX'S
LiDAR INFO DOES NOT COVER THIS PROJECT
AREA)
The signatures ffi d bl certify that this sheet has been reviewed and approved solely per
the certl catio s s ned on the cover shee; offfiese
-
construction plans.
-
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Wt! /
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CMt- Engfn"'eering
Da
Public Works - Env. Programs
Date
t_� I L
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11.A rl I ,�,_ W qc�-,L �
L?&(,
CM -Transportation
Date
anning
Date
m � A
�
N A
-
CM - Building Inspections
Date
Planning -Transportation
Date
ZILX
Public Worl�s - Water/Sewer
Date
­... I I 1 6,�
Fire
Date
&O
Public Works - Electric
�
Date
--- - - ]Yk
Parks, Recreation & Cultural Res.
Date
L
Public Works - S & E
Date
r
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tnici
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
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Revisions
01 /1 5/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Existing Conditions Plan
�
December 1, 2015
Scale
HAEM
Sheet
CS mm 4a

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01 50, 100, 150,
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Demolition of Buildings Note:
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.
-
WATERSHED PROTECTION
OVERLAY DISTRICT: Primary
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
TOPOGRAPHIC INFORMATION IS A COMBINATION
OF SURVEY AND 2013 LiDAR, OBTAINED FROM
TRAL DATA. (APEX'S
LiDAR INFO DOES NOT COVER THIS PROJECT
AREA)
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the ce ' ica * s slined on the cover sheet of )hese construction plans.
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ee /" /L--'
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Date Fire
Date
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Public Works - S & E Date
r
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in
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
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CA '^ *
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Revisions
01 /1 5/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2n d review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Existing Conditions Plan
L-170WA
December 1, 2015
Scale
ill = 50'
Sh eet
CS � 4b

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The signatures affixed below certify that this sheet has been reviewed and approved solely per
the ceWicatio the cover sheet f these construction plans.
:7I
- rAI,N
a� - En;Zeering
Date
Public Works -Env. Programs
Date
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CM -Transportation
Date
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Date
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CM - Building Inspections
Date
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Date
I7 I.--
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-
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Date
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Date
No
. �A
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
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Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Existing Conditions Plan
X=
December 1, 2015
Scale
HISMI
Sh eet
CS - 4c

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GRAPHIC SCALE
U' 50' 100' 150'
(IN FEET)
I INCH = 50 FT
Demolition of Buildings Note:
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.
WATERSHED PROTECTION'
OVERLAY DISTRICT: Primary
AREA MAPPED PED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
TOPOGRAPHIC INFORMATION IS A COMBINATION
OF SURVEY AND 2013 LIDAR, OBTAINED FROM
WAKE COUNTY CADASTRAL DATA. (APEX'S
LiDAR INFO DOES NOT COVER THIS PROJECT
AREA)
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the ce fications si#hed on the cover
s%he t of ese
construction plans.
-I/AZWr
/
Al Ar
- En4keering
Date
Public Works -Env. Programs
Date
�.
r►..br. tt___.c�`--t.
..�r7`
CM -Transportation
Date
Planning
Date
N la
I
CM - Building Inspections
Date
Planning -Transportation
Date
2A
Date
&A
Date
ublic Works - Water/Sewer
I
Fire
Public Works - Electric
Nill
Public Works - s & E
Date Parks, Recreation & Cultural Res. Date
Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
G0329
Revisions
0 /15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Existing Conditions Plan
December 1, 2015
1"-50,
Sheet
CS - 4d

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Demolition of Buildings Note:
A copy of the Demolition Notification from the NC
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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.
WATERSHED PROTECTION
OVERLAY DISTRICT: Primary
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
TOPOGRAPHIC INFORMATION IS A COMBINATION
OF SURVEY AND 2013 LiDAR, OBTAINED FROM
WAKE COUNTY TRAL DATA. (APEX'S
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The signatures affixed below certify that this sheet has been reviewed and approved solely per
the l ned on the cover certifications ssheet of these construction plans.
VA� 19-
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CM Z Eng4eering
Public Works - Env. Programs Date
1%11/5fi&
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Planning Date
1\� (A
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CM - Building Inspections
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i
Date
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Fire Date �
Public Works - Water/Sewer
11!i•'
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t! A
Public Works - S & E Date
r-.011h, -.00k
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LiAmici
-0
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NIC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Existing Conditions Plan
Date
December 1, 2015
Scale
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Sly eet
CS - 4e

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I INCH = 50 FT
Demolition of Buildings Note:
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.
WATERSHED PROTECTION
OVERLAY DISTRICT: Primary
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
TOPOGRAPHIC INFORMATION IS A COMBINATION
OF SURVEY AND 2013 LiDAR, OBTAINED FROM
WAKE COUNTY CADASTRAL DATA. (APEX'S
LiDAR INFO DOES NOT COVER THIS PROJECT
AREA)
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certific bans sled on the cover sheet o4these construction plans.
4 N�PK
WOate
CM -/Enginv6ring
Public Works -Env. Programs
Date
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(J�na^OL
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Date
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Date
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Date
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Date
Date
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14 t�
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
0 � 11
Date
Public Works - S & E
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Existing Conditions Plan
December 1, 2015
Scale
50'
Sh eet
CS — 4f

NIF
SCPUGGS, D S TEPHEN SCPUGGS, L ISA
ZONED: P4 0W & P80W
USE: SINGL E FA MIL Y
0000*
.9000
210 pine
" PR,
0
J
t V
I/ y
FUTURE 10'TYPE _'1�101
'N BUFFER
?FUTURE
RECREATION SITE
"IA
EX. POND
NIF
BPOWN, SCOTT BPOWN, EMIL Y
ZONED: P4 DW & P80W
USE: SINGL E FA MIL Y
'N TOWLIMITS
2�
PROP. 20 PUBLIC
I UTILITY EASEMENT
PROP OFFSITE
2U oak 10, 1 1%0 1 1 Is— PRIVATEGRADING
WBUFFER 1 EASEMENT
EX. HOUSE- (TO BE ACQUIRED)
PROP. 1 O' TYPE
19 pi
'4 VIR,
PROP. 20' 20- 19 pi 'B'BUFFER PROP. SIGN
PRIVATE
EASEMENT
DRAINAGE EASEMENT 0
9 10'x 70 SIGHT
22 pine
1 ine TRIANGLE
PROP. 20' p
TOA SS EASEMENT
203" S9.513
14 8" CABG
PROP.
60'
STOP
The PRCR Advisory Commission reviewed this project on
February 25th and unanimously
recommended as follows:
"While the Advisory Commission still recommends that the
developers in this area work together to provide additional
park land, they unanimously recommend payment of a fee in
lieu for the project with the caveat that once the Town
NIF identifies the location of public greenway in this area, the
BA PEFOO T, SANDRA development receive credit for constructing any greenways and
trails that may be located on their property, consistent with
ZONED., P4 -4W Town Standards. In the event such greenways are identified,
USE: SINGL E FA MIL Y the
developer would be required to submit a separate greenway
sheet with their construction plans, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
HCR PROPOSED HANDICAP RAMP
EX. Di�_l VE
STOP
60' RIW PROPR1-1 (30" x 30") STOP SIGN 5W GRAPHIC SCALE Toa150,
R11-1
30"X30"
PROP. ROAD WIDENING'(IN FEET)
PAVM'T PER NCDOTIINCH = 50 FT
----------------
EX. DRIVE
------- Required Plan Notes:
Sta 10+00.01 'Jftnors' •.._— — — — — — — -- 1) No site development activity including but not limited to testing,
Sto. 31+92,79 New Hitt clearing, installation of S&E measures, or grading, shall occur until
01.1ve Chapet Rol required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
EX. HOUSE a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
area, such as but not limited to historic buildings and structures,
0 1—, KUIJ IJUbLIL; �/, /I Z `u t I I wetlands, buffers and ponds.
C1r 'PLAY LAWN' STOW EASEMENT 0 O'R
(0.46 acres) 1'�'
7, -year floodplain, and the outside
PROP if
1�, PROP. 30 0 c) Along the outside line of the 100
SEATING 0
C&G (TYP) edge of any riparian buffer.
/�REA, 00 P,
-25 MPH- 0
00 7. 0 3) Additional protection fencing may be required in other locations
0PUBLIC RIW)
(51
• �'"close to construction activity where it is deemed necessary by the
D
PROP. PUBLIC-----\ -Jordan Manors Dr. ... 20' 0 zoning enforcement officer; such areas may include but are not limited
STORM EASEMENT 10,��� NIF
0 to common property lines or near public areas (sidewalks, etc.
PROP. TOA 5' Tk 0 INK, PA NDEL T SINK, JA NE T C
BLANKET ESM'T 20 LOT: 87 00 ZONED: P40W 4) All grading and support structures associated with any retaining
X_ 7200.00 SF \ structure shall not encroach into any required buffer or protected
E SINGLE FA MIL Y
------- LOT:88 0.17AC 00 us
7326.63 SF PROP 10 0 area such as but not limited to, RCA and critical root zones of
PROP. 6 MULThIUSE
PROP. BMP ESS & 0.17 AC 0 trees, public utility easements and rights-of-way), and shall be
WALK (TYP) iiiiiiiiiiiiiiiiiiiiiilli'll'IlljliilllI 0 Loh,
PROP PUBLIC MAINTENANCE EASEMENT 00 contained entirely on site.
51 PROP.T -
STORM EASEMENT PROP. PUBLIC LOT: 89 BLDG' RAIL 00
�__ ­­­ ". 0 ,-SETBACK (TYP) 1 5) Site elements required to satisfy recreational requirements such
STORM EASEMENT C+ SF 51 60' V.
P \ \ 7728.44 ROP PR' TE as, but not limited to, play fields and greenway trails must meet any
PROP. MAIL o A --ft. ­ _. �. _. SIGN EA8t7MENT
<+ 1.� . LOT:90 0.18 AC .--
KIOSK #8 (TYP.) - applicable standards found in the Town of Apex Standard Specifications
P IN 00
+ 7728.44 SF I 1>
5' -PROP. 6 6 x 6 ESM'T 0 and Construction Details and the requirements of the Town of Apex
WALK (TYP) CF1 PROPOSED 0.18 AC 201 00
+ STORMWATER -Itil PROP. PUBLIC 00 00 Parks and Recreation Department.
91 PROP. PUBLIC TOA SS EASEMENT-- 0 6) The screening of loading docks, roll-out containers, dumpsters,
5# -.,PROP. 5'BLANKET LOT:91 BMP #2 20' STORM EASEMENT 20' () ()
Otibt`Y ESM 7923.12 SF U U00 0 outdoor storage, mechanical and HVAC equipment and similar facilities
(WET POND) ............ - �0_ o?
(TYP)\ 0.18 AC 0 0 0 on the roof, ground or building shall meet the requirements of UDO Sec.
LOT 92 0 0000 0
0 0 0
0 0 8.2.8. Specifically screening must be done so that:
7200.00 SF 71' 0 00 0 0
C) 0. 17 AC 0 0 a) It is incorporated into the overall design theme of the building
LOT:93 20" 0 000000
7200.00 SF 0000 000 0 50' NIF and landscaping
OT: 94 0. 17 AC 0 0 0 0
L 53,5' 000 0 0 0 cc) 100000 MCKINNISH, TIMO THY D b) Screening materials are not different from or inferior to the
7200.00 SF 0 0 0 0 0 0 rincipal materials of the building or landscape and are similar in
0 ZONED: R4 QW p
0.17 AC 40' 00
material and color
CV 60' 00 IA.- X4 NNUA L CHANCE USE., SINGL E FA MIL Y
LOT:95 I )I I
PROP. PUBLIC 00010 PROP. 2( -FLOODPL�IN BOUNDARY c) Screening items are out of view from adjacent properties and public
TOA SS EASEMENT c0000 0 0-
7200.00 SF
Al 0 0 PRIVATE FEMA MAP NUMBER streets, and a totally opaque screen is achieved
-i -C) 0 0-05 —51
WOW- _DRAINAGE EASEMENT 0,17 AC 60' 13
0
\ 0 WOW- r PROP. 10'PUBLIC 3720071000K d) Any groundmountedHVAC or other mechanical or utility equipment
- 0-0 0
Q U U
000 0 00-0 1, GREENWAY TRAIL- - -
- U 0 U U ? -- - - - - - - - - - - - - - six (6) ft tall or higher must be fenced and landscaped.
0 0 _J
60 OC7000000�0 PROP. 50'PUBLIC GREENWAY PROP. 5' PROP. ROAD WIDENING
00000 0 0000,
0 0 0 PkOO. 26'BbAkDVVAL:K EASEMENT WALK (TYP) PAVM'T PER NCDOT e) Dumpster enclosures must be eight (8) feet tall or the height of
60' 0 0 0 0 SECTION - - - - - - - - - - - - - (W/ 10 PUBLIC GREENWAY TRAIL) the dumpster whichever is greater and be built of masonry material
000 0 . . . . . . 20'
00000 0 -COINCEDENT WITH SS with opaque gates. Where practicable, shrubs or other plants must be
0, 00 0 EASEMENT- planted outside the enclosure to visually soften the appearance.
--'PROP. 13M P ACCESS & . . . . . .
0 0 0
0 0
0
00000 MAINTENANCE EASEMENT - - - - - - - PROP. 20'PUBLIC 7) All required site elements shown within a particular phase must be
0 0 PROP. 10 PUBLIC 1P_ installed before a final Certificate of Occupancy may be issued for
0000 - - - UTILITY EASEMENT & 0
,0 0!` GREENWAY TRAIL FUTURE 20'RIGHT OF WAY any building within that phase.
. . . . . . . . . . . . . . . . . . . . . . . .
S (TO BE DEDICATED)
EX WE 7-L AND
- - - - - - - - Utility Easement Dedication & Sequence 8) Prior to scheduling a final site inspection site items such as but
. . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Town of Apex utilities proposed on thesenot •limited to, lighting, landscaping (including mulch), screening
I
- - - - - - - - - - - - - plans to be installed within areas located 7� o I (i.e.: dumpsters/trash, mechanical HVAC etc.), site stabilization
0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - within future NCDOT road R/W shall be (seeding) and parking and pavement marking must be completed.
located within an appropriate Town of Apex 30'
. . . . . . . . . . . . . . utility easement with such easements being 9) Individual signs are not approved as part of site plan approval
. . . . . . . . . . eo_ recorded and dedicated to the Town of Apex
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX. FL OODWA Y process. A separate sign permit must be obtained prior to installation
prior to the road R/W being dedicated to
NCDOT. of the sign. Multiple use lots, non-residential subdivisions and
EX WE TL A NDSmultiple tenant lots must submit a Master Sign Plan for approval.
15,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX 100'PIPAPIAN 10) Retaining systems providing a cumulative vertical relief greater
r*
. . . . . . BUFFER PROP. ROAD WIDENING
than five (5) ft in height within a horizontal distance of 50 ft or
...... (MIN. 1/2 30'EP/EP SECTION) less, including retaining walls or mechanically stabilized earth walls
. . . . . . . . . . . . . 1 pi r
shall be designed and constructed under the responsible charge of a
EX 100'-RIPA AN - - - - - - - - - - - - - . . . . . . . . . . .
t 1 registered professional engineer and comply in all aspects with the NC
A
BUFFER 4X FL QODkl A -Y . . . . . . . . . . . . . EX. 100'PIPARIAN
Building Code Sec. 1610. Retaining systems meeting these criteria will
BUFFER (TYP) 18 r
//PROP.'BOARDWALK' require a separate building permit prior to start of work. Retaining
- I
SECTIO \4///
N \\ /
1 a\\Sg structure materials must be an integrally tinted brown, rust, or
- - - - - - earth -tone color.
/' ` v , `
/< >
//X \ // / V \ I / // ::5: 7 \ :: 9__ 11) A Grading Permit, when applicable, can be issued by the Building
. . . . . . . . . . . PROP. 9PUBLIC 9f
Inspections Division only after approval of tree protection fencing,
77 //ACCESS EASEMENT\
S&E Measures in place and approved and a certificate of compliance has
Ne, \< _J
> >
. . . . . . been issued by the Public Works Department.
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S
EX
23 pi
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The signatures affixed below certify that this sheet has been reviewed and approved solely per
ce3y I on
> I J-!
>
00001, the signed on the cover sheet of ese construction plans.
X
\23 p/cp
19'
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CfA - Eqtineering gDa t e� Public Works -Inv, Programs Date
X,
Ilk
X. ca Abmf V
> )el
\< >\ YWsportation -Planning
/N t Date
'BOARPVYAL't
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71 \< >
\\ / \ , / \\1 I / /,,SECTION
0. /N >\
/> \� &,�
Awl
CM - Building Inspections Date Planning -Transportation Date
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NOW/
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< x, > 51
Pu6ric -arks -Water Sewer Date Fire Date
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PROP. 5'
N
ell \ \ / \ /
WALK PY
/
>1 A Public Works - Electric Date Parks ReCr tion
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& Cultural Res Date
22 pi
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IX IX
/
Public Works - S & I Date
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> EX, DRIVE
/X 2 1 oak
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Rev*lsions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Subdivision Plan
Date
December 1, 2015
Scale
1 i = 50'
Sh eet
CS -5a

I I " I .0 , / I I . I � :.
: I LOT: 183 \ \/ ZZ, �) : L - - - - - - ' . /"
.
: /I� ..'T �\\/ I\ �11<1' '. i : : ---__
I \ I \ / I Lr) I : - � /11
: : F
: Z \ // \ / I : - - - -1 :
: 8400.00 SF 1 �5 \' I �, / � : : - _*01 / __�___
I I I '1/ \/ � � -
�$ � )K ,,,�,/[/ /\ I\ : I . -- - - : The PRCR Advisory Commission reviewed this project on
: . *. : - __� : 11 �. February 25th and unanimously
:
1P 0.19AC I '0 I I \\ // \ I \ I / \ \ I - - - - - - � : - ---438 F :
: I I \ I \ : I : F LOT: 143 '. 2 ' "
: \ / � \ __*0 I- - - ---I : I . / I
: I ��, \ \ , : � I k _�
)< /�' I \/</ /X : � LOT: 131 Z - recommended as follows:
: - __J \ / \ I I I - - : � I � 6000.00 SF /
: __ \ I \ I \ \ :
I " / \ I � : i : � iz I kA 5 i - "While the Advisory Commission still recommends that the
\ \ / \ : : :
: - I ,// LOT: 110 : I �: 1 6900.00 SF Q) 1 0.14 AC � 20 a developers in this area work together to provide additional
: - - --440- - - - --I '\/1 , \ / \ \ � i i rb �
. \ _/11 I \ \ :
: /// ,\ // \/� ///\/, \ I \ 6000.00 SF I i 116 AC *.
: \ / I \ �� I - - .
.
: I \ Z� : I M CHLINE L - - - - - -J -- park land, they unanimously recommend payment of a fee in
: \ >/\ . \X I \ </ U*1 � 0. 14 AC � EAT - - - - - - __J MENIIIIIIIIIIIIIIIIIIIIIIII-:
: I \ I : a V I.. --- ;Z01 .
: I \ I \ // \ // \\ // � : '� - - N�Nl - 4, - - - --I : lieu for the project with the caveat that once the Town
: I LOT: 184 \\ I \\ \\ / \ I - : I 11 - - - - : e1I
: \ I I � V \/ � - - - - - - - -_ , . - - ­439�- - __7 F : $4 identifies the location of public greenway in this area, the
1: 8400.00 SF I ZZ, //\ �\ I I \\ I\ . : :
. \ . :
� \0 I \ I \ . I I : : LOT: 142 �
� \ I \\ // \ I - - -4210` - - -1 : � : F � , C� development receive credit for constructing any greenways and
0.19AC � LOT: 132 . t I
: I >/ � : I 1 6000.00 SF t�. 1 +.4. trails that may be located on their property, consistent with
: \ I\ F : I
. I \ : �n 2 1
: \ � : � 6900.00 SF Z�� I : Z
I \ /// \It ` \ // \ I LOT: 109 : : 4) � 0.14 AC 0 Q Town Standards. In the event such greenways are identified,
: - I \ 77/ \1 11 // I td 0-I 0.4
: \/ \/ \/ I :
: - I //\ I\ I \ iz, :
\ ,�� 6000.00 SF I : � � � 0.16 AC
. I \ I \ I \ . : .
.
. - m� \\ // \ I \\ // \\ // \ IZ-11 1:11 I : � J I . s-4 *4 V, the
: - 140-- - - - __1 \ \ Ln � 0.14 AC - . 5 - � developer would be required to submit a separate greenway
\Z \/ : I : I:) � ;�
: / \ � . ,
\ /:\ I\ : i . - - .,w, - - - -I :
*.
: \ I \\ // \ I \ // : . . 1* CI sheet with their construction plans, dedicate a minimum 30
.
: \\ // \ / : : - - --438-- - - - 7 '
; � \ / I - - - - - - - F 3" S9.513 : P*
1< \/ \/ "I'l""I'll'ilill"'ll""I'�����I .. . .. . : : Cd - foot public greenway easement, and provide a cost estimate
. :
.
: I LOT: 185 \/ - : i : LOT: 141 8" CABC ... FUTURE
I \ I\ //\ / \ .
: // \ I I \\ /\/ \/ \ / - - - 1241�- - - I : : F ... *. C) a)
\ / \1 / \ I , LOT: 133 i V") for the greenway.
1: 8400.00 SF I ZZ, I \ I \ ./ . I I 1 6000 1
.
14� I , . I \ 3" S9,513 : I : .00 SF %%I
<\ ,\/\ X \ \ I i 1. 1 6900.00 SF zz� RECREATION SITE
\a I "�� ,_/11 I ��
: / \ I \ : I : Lr) :
: '11IIII \ \ I : :
1 0.19 AC I \\ I \\ I / I LOT: 108 8" CABC : I ­ I 1 0.14 AC PROPOSED HANDICAP RAMP
: \ \ "\ \, ,- \ I \ I . I ,� ROP. 51 0.16AC : I ((��k
U,
\1 I '> .1 J ....
: , 1;1\ \ I 1 6000.00 SF ,:Z1 I : ,,,,,,+ P : Sto. 11+95,09 IOGrant'
: /\/, . --,� \ I �n I �
: I \ I \\ I \) " I Q� � : I : WALK (TYP) _ _ - _J .. I
. i / \ I I \ /I \\ I t1n 0.14 AC . I : (
I \</ \ � . .\, " I I : � " - - - - - . I 10==_I
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: I \ \P I --- 438------7 F *1 #1
: \ // \ I I \ , _5 . :
: \< \>�/ ,X 11 // \ : �_ - - : PROP. 30 9
\_ IV - I LOT: 140 �
: I \ �- " \ /\ I - - 124!- - - i of I I
; I \ \ \ I : : PROP. 30 : C&G (TYP) STOP
I -
: . I LOT: 186 \\ // \ // \ I / \ I I . : I LOT: 134 1 1 6019.22 SF : - S
: \ I ( \/ \\,/ 20" : C&G (TYP) 6900.00 SF �4
$_4 A A LOT: 107 : i Z�. � 1
8400.00 SF I �, \// / \ I \ I \ 1� : I : Ln ir) PROPOSED R 1 - 1 (30 " x 30 ") STOP SIGN CRAPHIC SCALE
J �� I \0 // \\\ I \� / I \11 // \\ 20'-� *. 1 Z� I I 0. 14 AC , 4 0,11
% // \\ // \" 6000.00 SF 1� I 0. 16 AC _ � 71 PROP. 5' *--I I I RI -1 ly so,
:::::: .+.a, 0.19 AC \ I \\ � . 1W 15W
i I \ /� AA /"/,\ /\ iz� � : L - - - - - , 04 V-_1
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, I \ / : PROP. PUBLIC I �
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- - - I � \ \ - :
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\ I
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: $-4 4 / \ I \ \ /\/,/, \ I \ PROP. - : : F � 1. Cn
\ I \ I I : : LOT: 139 1 ,_ -- UN FEET)
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> <\\ / - - -, 2�o:- , : C) PROP. TOA 5' 1 INCH = 50 FT
: SF � 1!" ______-__-I-
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� = gj.� C*,4 \ I /\/\ 1 6268.45
� F+P // \ I , / \ SEfBACK(TYP) 2�' LOT:135 Z�l 51 f 0 4
.
: ,!:41 b LOT: 187 1 1 \\ / \\// \\// \ // 1</ I LOT: 106 1 : .: ,Ii..4 6900.00 SF I U_� � 0. 14 AC . �_,1_______ ____ _­­_�___­_:::
: W \ I\ /"� . /"\ I\ P : 1. 13(0,33 IIIIII ..... IIIII,
: I V) N N\\ I \ // \. / \ I \ 50. Q 6000.00 SF ;Z1 I ,,:is) sz � , 0.16 AC \ *1 -k. ------- _____
: 0; / \ \ I \ � / '. 1 �3- .,".
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`:� Ax� < < (� � . 5�- . __J # S -to- . IIIIIIII ---
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\ , : (.� iII-IIIIIII:li ��- ..................... I - - � 15100
: / \ / : : ---;304- - __\ C� _�_
: I � \ \\// I \ \ I . I \ / � - - I :: i . F ,I- \ _�
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. : I _= - --438-- - - - _�___ :::__��
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: - I � . a) � �;-) W) -
, 120- - - - -� : : ,.I -4 ' STORM EASEMENT �
I \ / 0 \ - :
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. \// \\// , ) \\ // \ / F_ - - - : � C, I PROP. 5'BLANKET " 30'R .�� �� ���,
i I\ /\ :� 'I ^ YI :: ii�o i LOT:136 I \ 20'... .,.
: - - - 134-7'- - - - I \ I \ I : : � i UTILITY ESM'T ___ -
: I � / "\,. // \ EX 50'RIPA RIA N : : -, ---I- . ...........
I \ \ .b., \ // Z�l 0 20'R ......
: \\ // \ / \ �t \ \ I I : � 0 6900.00 SF i Ln (TYP) Ck ..1.1,6
: : _____
: / \/ I BUFFER LOT:105 � S'. .­.
I\ /\ t , Z� I kn i , -1 0
'1/ \ I 11�IIIIIIIIIIIIII` 9 ,:it� -_ .
*. \ I I I > \/ �, Ltl 0.16 AC - . (4 .
: // \ I \ I \ \ /I -\\ 6000.00 SF � � ;3�4 i I \ 0. �- - ... ­­­ _�
. X/ : : LOT:138 \.%- ". -_ - ,_----- _ __ P - I
: I / \ I \\ I \' � IV I I ". ;�, : \ a .51 .. C+
.
: LOT:188 � \/ \\ ell, \\ 'X / U11 I ?) : ' I _____ ....... ___
/\ I\ : : 20 -
: 7791.79 SF I \ /I \ I\ Ix 0. 14 AC : , L - - - - - - - , ... --- �_ .
I .
/ �i I \ // // \ / I . 'r 36'R ` .. -_
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- - . .
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: I / // \�, I � II / \' I I I\ 1. , - - - : I : � 4) I'. M-1 ....... ____ pected. A
: I 1\ � I _.�� \ - F i \ . I _r�, -
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/ \ // \\ // \ I \ I \ F - - � : � . -11 0 I N, I ,.( __� la, \
: i '. M I d,+ C ...
I
: \/ /\\ I \ I PROP RW 2 LOT:104 1. !i \ * ___� \ \ LOT:91
. PROP RW:2�/ /�X\, /-\ 1\ / \-� \ : : P -, \ \
; I \ I \ \ I \ / \� I \ I � Z *: '. LOT:137 i __� ____ _____� ____
_' :
: - - _..1�201 - - - ­� (WALL > 5') '\ I/. \\ I, \ I � // \\ I (VVALL >: 5') `0 W � '11 'I W 10428.26S PROP � - "' ­­ \ \ 7923.12 SF -
: - V 'I>-- - _\_;`�/_ X, I\ 8778.86 SF i W I , � '%F . 10, ___ CH \ ­,""", __� \
:\ ___ x ____
. F - -- - \ I \ I I L� 110 I .11 (70."'"', \ \ ,
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\ .
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /1 5/16 Per Town of Apex
s review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC, 27513
[phone]
Project
Jordan .K.Aanors
Subdivision Plan
Date
December 1, 2015
Scale
1 ff = 50'
Sh eet
CS �

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0.17 AC
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+. f
0.17 AC � r
501. 7.
s It
JOHNSON, A
JOHNSON, CYNTHIA C
_
3
ZONED: R4 0W
_
•
00
_
N
Q
cam,
\ Sta 19+39,88 HRC! e
9
Sta 18+54,88 'EGrat'
AREA I
cn
"CD
-�
4
�
Date
Parks, Recreation & Cultural Res,
�✓s
Public Works - S & E
00
PROP. 30 --
C&G (TYP)
X
\ /
HCR
:.
EX. FENCE
EX. DRIVE _,
'�v
BENCHMARK
RAILROAD SPIKE
/ IN UTILITY POLE
ELEV.: 315.42' -_
PROP. PUBLIC \\�
DRAINAGE ESMT
EX. HOUSE Sta 9+99,92 'HRidge'
Sta 40+50.41 New Hill
Olive Chapel Rcl
PROP. PUBLIC }
MAINTENANCE ESMT
PROP. OFFSITE---
EX.
FFSITE EX. FENCE CONSTRUCTION
� EASEMENT, 40'R
II-, a
STOP
N/F GRAPHIC SME
DA RDEN, ZA CHA"P Y M ° Iso
DA RDEN, CHRIS TIN"
ZONED: R4 0W uN FEET}
I INCH = 50 FT
USE: VA CA N T
PROP ROAD
NV _ WIDENING
40 R '� �
PAVM T PER NCDOT SPEC
3" S9.5B oil �R N/F
8" CABs pRO PROP. PUBLIC W Y
MAINTENANCE ESM'T 1( ` NNE, OW EN R
W YNNE, JOA NN E
70'Y `
PROP. OFFSITE ZONED.' R4 0W
,...-''"_...
- - CON'STRUCTIO SIGHT �j \ USE: SINGL E FA MIL Y
-tom Y ,
e vxEASEMENT TRIANGLE
PROP. PUBLIC
,2r, ! -� DRAINAGE ESM'T
PROP. 30" � ` PROP. 30"
� �
C&G (TYP) C&G (Tl'P)
1 �
_5• 1 r PROP. 5' - - - _, - - - - - -PROP. APRON =
,- -- -' � 1,
EX. DRI VE
WALK (TYP) ...._ _ - - - -
PROP. MAIL
5g.9.:•'
C -KIOSK #12
He
5x 5'E
/ \ f/ \ /30'R �0� �--
STOP PROP. PUBLIC
PROP, 5' DRAINAGE ESM'T
20'R LOT: 122 ..A
WALK (TYP)I 1 LOT: 8064.23 SF CP
1 O' x 70' V r 0:19 AC a
,,
LOT: 118 SIGHT LOT 124 8089.99 SF
'„� 10137.88 SF
0.19 AC
/ 8921.4$ SF
/
\ \
TRIANGLE
I
0.20 AC I / 0.23 AC
i
_ a PROP. MAIL
y i --KIOSK #11` __- '`--- 66.3'
X
\
/
LOT: 117
� - 5'x 51 ESM T 20 47 10
v< % v, `, 6000.00 SF 18
--
/
�1 i
V, �, \ \�\ \� 0.14 AC I� -- 8-' PROP. PUBLIC
\ \
\ /
5 DRAINAGEE ESM'
TPROP. 5 BLANKET
r
:_._ .UTI
LITY ESMT
\
0
I
(lYP
LOT .125
t
C3
\
Y T Y A
\ LOT 116
\
83 2.3 F
1 3___5S
F OPEN P
, S ACE
oo . F � i PROP. 5
6 v00s
0.19Ac
1
Q WALK T1(P
i
( )
/
/ 0.14 AC
-438
50.0
- t
LOT 126
\' \
LOT: 115 6900.00 SF
6000,00 SF I 0."16 AC
1
''\\ 0.14 AC k
\ / \ / > / \ , \ --- --- --- T .�' ____- � � � --338=--- -" � ��'',�•
/ r
.f
LOT: ,
127
, PROP. 10 TYPE
\ \1 1
C 6 00. F
LOT: � � 9 00 S B BUFFER
>
6000,00 SF +-' ''
\ � � , � 0.16 AC h
\
r f
r
\ / o
0.14 AC ` 6.1'
\ \,/ \ \
}
/
\
\�n
i
\
\ \
° \ , 1
L
rkl�5
T.a 28
I\ \ r c3
/
\ s9oo 00 SF
LOT:
X
.. I
o � 1 A
1 6
6000,00 SF 0. C � I r;, LOT .145
/
\
o
0.14 AC I 1
11094.20 SF
0
PROP
._... , 0.25 AC _.
. I
T /
,4 \50 �_ BLDG
\
a
\ LOT .129 20
SETBACK (TYP)
LOT .1 a t P 12 � � 20 6900.00 SF Lr)
\< \>\ °\ 6000.00 SF k 0.16 AC
• `' \, / / `\ 0,14 AC
n \k'
// \\ / \\ ,/ \\ /, t� � ____•_ �- --- � I ----1.38-- -- i
= � LOT :144 (� a
Z, r " ROP. 30"LOT .130
\ \ \ 3 S9.5B } 6082.07 SF
_..�
EX 50 RIPARIAN t I .
C&G TYP ,,
r
1
\ f
( 6900.00 SF
f .
AB . I
8 C C 3 59.58
0.14 AC
BUFFER LOT:111 111 Z, 1 „
\ I 0.1 s AC
s cABC
6000.00 SF 1 --
CJ
w
/ 0.14 AC
e � j
/\
---138--
\ 'F LOT :143
LOT: '131' 6000.00 SF
\ \
I
0
LOT .110 1 6900.00 SF {{ �, � 0.14 AC
\ / \
/
,
�
6000.00 SF
1
a 0. 6 AC
L
>, . ,\, ,� L, I 0.14 AC .
420'
\ ,r \// � \u/ °\f/ 1 _-___ � � -.-138-- '"" `-` _-.•- --- C '
mmmi
[� r G LOT :142
A
TCH
I
I I LOT .132 i 6000.00 SF
LOT �
\ / '
U)6900.00 SF � � 0.14 AC
109 I
it\ { 0.16AC � L
-� /PROP TOA WATER 20' 1
&ELECTRICAL EASEMENT
EX. HOUSE / ,,.
NIF
MI TCHEL L, MICHA EL D MI TCHEL L, DEBRA H {
ZONED R4 0W
t
USE: .SINGL E FA MIL Y "r
Required Plan Notes:
1 No site development ac
/activity y i ncludng but not limited to testing, clearing, installation of S&E measures, or grading, shall occur until
/re uired protection fencing has been Installed and inspected. A protection fencing Installation permit may be obtained at the Planning Department.
or by calling 9t9-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation area, such as but not limited to historic buildings and structures, wetlands,.
.--'' buffers and ponds.
-'PROP. 10' TYPE c) Along the outside line of the 100 -year floodplain, and the outside ed e of an ri arian buffer.
' g Y p
B1 BUFFER
3) Additional protection fencingmay be required in other locations close to construction activity where it is deemed Y q Y e med necessary by the zoning
enforcementf
officer; such areas may include but are not limited to common property lines or near public areas (sidewalks, etc.),
4 All grading and support structures associated with any retaining structure shall not encroach Into any required buffer or protected area. (such
X. F / w..rights-of-way),
E ENCS
,. as bu not limited .-- s � t rnited to, RCA and critical root zones of trees, public utility easements and . and shall be contained entirely on site..
�--- 5) Site elements required to satisfy recreational requirements such as, but not limited toplay fields and greenway trails must meet any
_ applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex Parks and
.A- Recreation Department.
6 The screening '- - .facilities
.'. � ) e ng of loading docks., roll-out containers, durnpsters, outdoor storage., mechanical and HVAC equipment and similar on the
N/F roof, ground or building shall meet the requirements of UDO Sec. 8.2.8. Specifically screening must be done so that:
a) It is incorporated into the overall design theme of the building and landscaping
SCRUGGS Ld TEPH R
S EN SC UGGS ISA • , .
L b Screening materials are not different from or inferior ) g f v for to the principal materials of the building or landscape and are similar in material and
' ZONED: P4 0W 8, P80W color
c Screening items are Out of view USE. Sl/\/ �4 MI ) g e e from adjacent properties and public streets, and a totally opaque screen is achieved
GLEE L Y Y
/ d) Any ground -mounted HVAC or other mechanical or utility ty equipment six (6) ft tall or higher must be fenced and landscaped.
e Dum enclosures must be
) ster p 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.
PROP. BARRICADE 7 A11 required C E ) eq fired site elements shown within a particular phase must be installed before a final Certificate of Occupancy may be issued for an
`D jr ' building within that phase. p Y Y Y
8 Prior to scheduling final
e ng a site Inspection site items such as but not limited to, lighting, landscaping (including mulch), screening (i. e.
dum sters tra
.
sh mechanical HVAC etc.
Sta 14 64,.00 FUTURE 10 TYPE � p / / e ) , site stabilization (seeding) and parking and pavement marking must be completed,
A BUFFER 9) 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 1 non-residential g p lots, no e idental subdivisions and multiple tenant lots must submit a Master Sign Plan for approval.
i
EX. FENCE 10) Retaining systems providing a cumulative vertical relief greater than five (5) ft in height within a horizontal distance of 50 ft or less,
� !+
including retaining walls or
mechanically s
tabile
zed earth galls
shall be designed and constructed under the responsible charge of a registeredistered
professional engineer and comply in all aspects with the NC Building
Code Sec. 1610. Retaining systems meeting these criteria will require a
separate build' r -
EX. P e in permit prior to start f w-
p g p p o work. Retaining structure materials must be an integrally tinted brown, rust., or earth tone color,
C
/
11 A Gradin. Permit, wh
hen a applicable, can b
) gpp e issued by the Building Inspections. Division only after approval of tree protection fencing, S&
10R
' lace and approved and a certificate of compliance has been issued by the Public Works Department.
p pp p e sue � �' 20 pine Measures in
o
L 33.5'R APEX STD.
300.25 `�'Rp
The PRCR Advisory Commission reviewed this project an
80
IJv
i i
February and unanimously
Sta 13+59.54 �d recommended as follows:
while
the Advisory Commission still recommends that the
'o ers -
-25'R developers m this \ / p t s area work together to provide additional
\ park land, they unanimously recommend payment of a fee in
f lieu for the project with the caveat that once the Town
identifies the location of public p I greenway in this area, the
development receive credit for constructing greenways FUTURE P 9 an Y s and 9 Y
20 Oak trails that may be located on their property, consistent with
RECREATION SITE . .
Town Standards. In the event such greenways are identified,
g Y
the
developer wouldbe required to submit a separate greenway
sheet with their construction plans;, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
I
The signatures affixed below certify that this sheet has been reviewed'. and approved' solely per
the certifca 'ons sl ned on the cover she of these construction pians.
L
CM Engli, ermg
Date
Public Works - Env. Programs
Date
rQ�
CM -Traso n rtation
p
ate
Planning
r
NiF
PHILIP
s It
JOHNSON, A
JOHNSON, CYNTHIA C
_
3
ZONED: R4 0W
_
•
USE., SI NGL E FA MIL Y
_
1A
Fire
Date
1-4 (Y
or -
4
�
Date
Parks, Recreation & Cultural Res,
Date
Public Works - S & E
Date
PROP ROAD
NV _ WIDENING
40 R '� �
PAVM T PER NCDOT SPEC
3" S9.5B oil �R N/F
8" CABs pRO PROP. PUBLIC W Y
MAINTENANCE ESM'T 1( ` NNE, OW EN R
W YNNE, JOA NN E
70'Y `
PROP. OFFSITE ZONED.' R4 0W
,...-''"_...
- - CON'STRUCTIO SIGHT �j \ USE: SINGL E FA MIL Y
-tom Y ,
e vxEASEMENT TRIANGLE
PROP. PUBLIC
,2r, ! -� DRAINAGE ESM'T
PROP. 30" � ` PROP. 30"
� �
C&G (TYP) C&G (Tl'P)
1 �
_5• 1 r PROP. 5' - - - _, - - - - - -PROP. APRON =
,- -- -' � 1,
EX. DRI VE
WALK (TYP) ...._ _ - - - -
PROP. MAIL
5g.9.:•'
C -KIOSK #12
He
5x 5'E
/ \ f/ \ /30'R �0� �--
STOP PROP. PUBLIC
PROP, 5' DRAINAGE ESM'T
20'R LOT: 122 ..A
WALK (TYP)I 1 LOT: 8064.23 SF CP
1 O' x 70' V r 0:19 AC a
,,
LOT: 118 SIGHT LOT 124 8089.99 SF
'„� 10137.88 SF
0.19 AC
/ 8921.4$ SF
/
\ \
TRIANGLE
I
0.20 AC I / 0.23 AC
i
_ a PROP. MAIL
y i --KIOSK #11` __- '`--- 66.3'
X
\
/
LOT: 117
� - 5'x 51 ESM T 20 47 10
v< % v, `, 6000.00 SF 18
--
/
�1 i
V, �, \ \�\ \� 0.14 AC I� -- 8-' PROP. PUBLIC
\ \
\ /
5 DRAINAGEE ESM'
TPROP. 5 BLANKET
r
:_._ .UTI
LITY ESMT
\
0
I
(lYP
LOT .125
t
C3
\
Y T Y A
\ LOT 116
\
83 2.3 F
1 3___5S
F OPEN P
, S ACE
oo . F � i PROP. 5
6 v00s
0.19Ac
1
Q WALK T1(P
i
( )
/
/ 0.14 AC
-438
50.0
- t
LOT 126
\' \
LOT: 115 6900.00 SF
6000,00 SF I 0."16 AC
1
''\\ 0.14 AC k
\ / \ / > / \ , \ --- --- --- T .�' ____- � � � --338=--- -" � ��'',�•
/ r
.f
LOT: ,
127
, PROP. 10 TYPE
\ \1 1
C 6 00. F
LOT: � � 9 00 S B BUFFER
>
6000,00 SF +-' ''
\ � � , � 0.16 AC h
\
r f
r
\ / o
0.14 AC ` 6.1'
\ \,/ \ \
}
/
\
\�n
i
\
\ \
° \ , 1
L
rkl�5
T.a 28
I\ \ r c3
/
\ s9oo 00 SF
LOT:
X
.. I
o � 1 A
1 6
6000,00 SF 0. C � I r;, LOT .145
/
\
o
0.14 AC I 1
11094.20 SF
0
PROP
._... , 0.25 AC _.
. I
T /
,4 \50 �_ BLDG
\
a
\ LOT .129 20
SETBACK (TYP)
LOT .1 a t P 12 � � 20 6900.00 SF Lr)
\< \>\ °\ 6000.00 SF k 0.16 AC
• `' \, / / `\ 0,14 AC
n \k'
// \\ / \\ ,/ \\ /, t� � ____•_ �- --- � I ----1.38-- -- i
= � LOT :144 (� a
Z, r " ROP. 30"LOT .130
\ \ \ 3 S9.5B } 6082.07 SF
_..�
EX 50 RIPARIAN t I .
C&G TYP ,,
r
1
\ f
( 6900.00 SF
f .
AB . I
8 C C 3 59.58
0.14 AC
BUFFER LOT:111 111 Z, 1 „
\ I 0.1 s AC
s cABC
6000.00 SF 1 --
CJ
w
/ 0.14 AC
e � j
/\
---138--
\ 'F LOT :143
LOT: '131' 6000.00 SF
\ \
I
0
LOT .110 1 6900.00 SF {{ �, � 0.14 AC
\ / \
/
,
�
6000.00 SF
1
a 0. 6 AC
L
>, . ,\, ,� L, I 0.14 AC .
420'
\ ,r \// � \u/ °\f/ 1 _-___ � � -.-138-- '"" `-` _-.•- --- C '
mmmi
[� r G LOT :142
A
TCH
I
I I LOT .132 i 6000.00 SF
LOT �
\ / '
U)6900.00 SF � � 0.14 AC
109 I
it\ { 0.16AC � L
-� /PROP TOA WATER 20' 1
&ELECTRICAL EASEMENT
EX. HOUSE / ,,.
NIF
MI TCHEL L, MICHA EL D MI TCHEL L, DEBRA H {
ZONED R4 0W
t
USE: .SINGL E FA MIL Y "r
Required Plan Notes:
1 No site development ac
/activity y i ncludng but not limited to testing, clearing, installation of S&E measures, or grading, shall occur until
/re uired protection fencing has been Installed and inspected. A protection fencing Installation permit may be obtained at the Planning Department.
or by calling 9t9-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation area, such as but not limited to historic buildings and structures, wetlands,.
.--'' buffers and ponds.
-'PROP. 10' TYPE c) Along the outside line of the 100 -year floodplain, and the outside ed e of an ri arian buffer.
' g Y p
B1 BUFFER
3) Additional protection fencingmay be required in other locations close to construction activity where it is deemed Y q Y e med necessary by the zoning
enforcementf
officer; such areas may include but are not limited to common property lines or near public areas (sidewalks, etc.),
4 All grading and support structures associated with any retaining structure shall not encroach Into any required buffer or protected area. (such
X. F / w..rights-of-way),
E ENCS
,. as bu not limited .-- s � t rnited to, RCA and critical root zones of trees, public utility easements and . and shall be contained entirely on site..
�--- 5) Site elements required to satisfy recreational requirements such as, but not limited toplay fields and greenway trails must meet any
_ applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex Parks and
.A- Recreation Department.
6 The screening '- - .facilities
.'. � ) e ng of loading docks., roll-out containers, durnpsters, outdoor storage., mechanical and HVAC equipment and similar on the
N/F roof, ground or building shall meet the requirements of UDO Sec. 8.2.8. Specifically screening must be done so that:
a) It is incorporated into the overall design theme of the building and landscaping
SCRUGGS Ld TEPH R
S EN SC UGGS ISA • , .
L b Screening materials are not different from or inferior ) g f v for to the principal materials of the building or landscape and are similar in material and
' ZONED: P4 0W 8, P80W color
c Screening items are Out of view USE. Sl/\/ �4 MI ) g e e from adjacent properties and public streets, and a totally opaque screen is achieved
GLEE L Y Y
/ d) Any ground -mounted HVAC or other mechanical or utility ty equipment six (6) ft tall or higher must be fenced and landscaped.
e Dum enclosures must be
) ster p 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.
PROP. BARRICADE 7 A11 required C E ) eq fired site elements shown within a particular phase must be installed before a final Certificate of Occupancy may be issued for an
`D jr ' building within that phase. p Y Y Y
8 Prior to scheduling final
e ng a site Inspection site items such as but not limited to, lighting, landscaping (including mulch), screening (i. e.
dum sters tra
.
sh mechanical HVAC etc.
Sta 14 64,.00 FUTURE 10 TYPE � p / / e ) , site stabilization (seeding) and parking and pavement marking must be completed,
A BUFFER 9) 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 1 non-residential g p lots, no e idental subdivisions and multiple tenant lots must submit a Master Sign Plan for approval.
i
EX. FENCE 10) Retaining systems providing a cumulative vertical relief greater than five (5) ft in height within a horizontal distance of 50 ft or less,
� !+
including retaining walls or
mechanically s
tabile
zed earth galls
shall be designed and constructed under the responsible charge of a registeredistered
professional engineer and comply in all aspects with the NC Building
Code Sec. 1610. Retaining systems meeting these criteria will require a
separate build' r -
EX. P e in permit prior to start f w-
p g p p o work. Retaining structure materials must be an integrally tinted brown, rust., or earth tone color,
C
/
11 A Gradin. Permit, wh
hen a applicable, can b
) gpp e issued by the Building Inspections. Division only after approval of tree protection fencing, S&
10R
' lace and approved and a certificate of compliance has been issued by the Public Works Department.
p pp p e sue � �' 20 pine Measures in
o
L 33.5'R APEX STD.
300.25 `�'Rp
The PRCR Advisory Commission reviewed this project an
80
IJv
i i
February and unanimously
Sta 13+59.54 �d recommended as follows:
while
the Advisory Commission still recommends that the
'o ers -
-25'R developers m this \ / p t s area work together to provide additional
\ park land, they unanimously recommend payment of a fee in
f lieu for the project with the caveat that once the Town
identifies the location of public p I greenway in this area, the
development receive credit for constructing greenways FUTURE P 9 an Y s and 9 Y
20 Oak trails that may be located on their property, consistent with
RECREATION SITE . .
Town Standards. In the event such greenways are identified,
g Y
the
developer wouldbe required to submit a separate greenway
sheet with their construction plans;, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
I
The signatures affixed below certify that this sheet has been reviewed'. and approved' solely per
the certifca 'ons sl ned on the cover she of these construction pians.
L
CM Engli, ermg
Date
Public Works - Env. Programs
Date
rQ�
CM -Traso n rtation
p
ate
Planning
Date
s It
_JCA-
CM - Building Insp -tions
Date
Planning -Transportation
Date
Public Works -- Water/Sewer
Date
1A
Fire
Date
1-4 (Y
or -
Public Works - Electric
Date
Parks, Recreation & Cultural Res,
Date
Public Works - S & E
Date
I
nie
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone a Develo m n
P
e is LLC
142 Towervi w
e Court
Cary, NC 27513
[phone]
Project
Jordan Manors
anOrs
Subdivision Plan
Date
December 1, 2015
Scale
1"=50'
Sheet
CS - 5c

The PRCR Advisory Commission reviewed this project on
NOTES
February 25th and unanimously
1. MATERIAL SHALL BE MIN. 3600 PSI
recommended as follows:
CONCRETE, 6" THICK, CONTRACTION
"While the Advisory Commission still recommends that the
JOINTS SHALL BE SPACED TMAXIMUM,
developers in this area work together to provide additional
2. TEMPORARY INSTALLATION ONLY - TO BE
park land, they unanimously recommend payment of a fee in
W
W
lieu for the project with the caveat that once the Town
(4%;i
identifies the location of public greenway in this area, the
ixZZ -
development receive credit for constructing any greenways and
In Z
W
trails that may be located on their property, consistent with
W
Town Standards. In the event such greenways are identified,
DRIVEWAY.
the
4. BARRICADE FOR DEAD END ROADS
developer would be required to submit a separate greenway
REQUIRED.
sheet with their construction plans, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
y
"URE
kSES
PROP. 19 TYPE
'B' BUFFER
NIF
WS--JPALLC
ZONED: PDD
USE: VA CA N T
7
50.0
50.0
\X/
>
1:7
>
\-EX 50' PIPA PIA N
BUFFER
-,.--EX WE TL A
EXIS TING
TREES
FUTURE
PHASES
EX DIP T PA TH
NOTES
I
1. MATERIAL SHALL BE MIN. 3600 PSI
CONCRETE, 6" THICK, CONTRACTION
X
JOINTS SHALL BE SPACED TMAXIMUM,
W W
Z
2. TEMPORARY INSTALLATION ONLY - TO BE
20'-� /-PROP. PUBLIC UTILITY
REMOVED WHEN FUTURE DEVELOPMENT
W
CONNECTS TO STREET. "SIDEWALK'
PORTION OF TURNAROUND MAY BE LEFT
i1 EASEMENT
IN PLACE IF NOT DAMAGED.
(TEMPORARY, WILL
3. NOT TO BE USED AS A PRIVATE
DRIVEWAY.
BECOME FUTURE
RIW)
4. BARRICADE FOR DEAD END ROADS
REQUIRED.
50.0
\X/
>
1:7
>
\-EX 50' PIPA PIA N
BUFFER
-,.--EX WE TL A
EXIS TING
TREES
FUTURE
PHASES
EX DIP T PA TH
PA PIA N
4,/e"
\<
W'X
PROPOSED HANDICAP RAMP
X
,STOP` ` / ,
PROPOSED R1-1 (30" x 30") STOP SIGN
30OX30"
GRAPHIC SCALE
50' ISO,
<
(IN FEET)
I INCH = 50 FT
Required Plan Notes:
1) No site development activity including but not limited to testing,
\< clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected, A
Ir protection fencing installation permit may be obtained at the Planning
\ /
/X, Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
U
b) Along the boundary of any other designated resource conservation
5, 1 UTILITY ESMT area, such as but not limited to historic buildings and structures
/ / J ( { i PROP. PUBLIC LOT : 191 wetlands, buffers and ponds.
(P) LOT:188
UTILITY EASEMENT 7800.00 SF
St( 13+33.53 'WGrant' 7791.79 SF
_\1 . c) Along the outside line of the 100yearfloodplain, and the outside
(TEMPORARY, IQ /I -
0.18 AC
WILL BECOME 0. 18 AC edge of any riparian buffer.
L
FUTURE RM)
L
/3) Additional protection fencing may be required in other locations
close to construction activity where it is deemed necessary by the
LOT :190 Z Z zoning enforcement officer; such areas may include but are not limited
F
0
8364.16 SF cr- LOT :189
Z U_ Lin U_ I
0 to common property lines or near public areas (sidewalks, etc.).
LOT: 217 LOT: 215 0.19 AC 30'R 7714.16 SF
U_
STOP
20'R 0.18 AC
Lrl
/ - - - - - - - - 7200.00 SF 30'R 8364.16 SF 10'x 70' 4) All grading and support structures associated with any retaining
"0 SIGHT
0.17 AC
O'R 0.19 AC its TRIANGLE structure shall not encroach into any required buffer or protected
3 9.5B- L
. . . . . . L area such as but not limited to, RCA and critical root zones of
100,
- _8" CABG . . . . . . . . .. 1 110, 1 110'
STOP trees, public utility easements and rights-of-way), and shall be
F HC HC contained entirely on site.
LOT: 218
5) Site elements required to satisfy recreational requirements such
7200.00 SF
EXIS TI He
1\7 0.17 AC as, but not limited to, play fields and greenway trails must meet any
TREES
Sto. 12+42,07 'WG
rant" applicable standards found in the Town of Apex Standard Specifications
HCR
............ 60� ............ -.6V ............ ....... .... and Construction Details and the requirements of the Town of Apex
..7 ........... ..
_�_ta 31+03,97 '-IManors' ....................:b0:... .............. ........ ..00... _
•...... SV ................. . ............. 60 .................... .......... 60� ............20' PROP .91 PROPI A //1y. \ Parks and Recreation Department.
jordan Manors Dr. -PROP. 3011 -WALK (TYP) \KIOSIJ 11
10'x 70' > 6) The screening of loading docks, roll-out containers, dumpsters,
Sta �7t93,97 '-IManor
C&G (TYP) 1 11 1
SIGHT (50"PUBLIC RjV) I I I . I I \\ // outdoor storage, mechanical and HVAC equipment and similar facilities
LOT: 219 >
4
TRIANGLE -25 MPH- Sta �0+00,00 'EGrant�,
I I I \ \\\ on the roof, ground or building shall meet the requirements of UDO Sec.
7200.00 SF I I I I I I
LOT: 147 LOT 8.2.8. Specifically screening must be done so that:
0.17 AC LOT: 149 LOT: 148
I I LOT: 150 1 LPR
U, LOT: 152 LOT 7200.00 SIF WA
Z 1 7200.00 7200.00 SF 7200.00 SF 7200.00 SF a) It is incorporated into the overall design theme of the building
7200.00 SF SF I
8314.16 SF 0.17 AC 0.17 AC 0.17 AC > 5)/
0.17AC and landscaping
1.4 "Pot 0.19 AC 0.17 AC I I
fn I '"o : 10 -2 0.17AC 5'
F b) Screening materials are not different from or inferior to the
41
g1iiii principal materials of the building or landscape and are similar in
LOT: 220 ng
PROP. 5'
<=1 0 ,
PROP. PUBLIC UTILITY 7200.00 SF material and color
W)l `P� - -WALK (TYP)
EX WETLANDS EASEMENT 01.0
20'
0.17AC 60' 60' 60 c) Screening items are out of view from adjacent properties and public
(TEMPORARY, 60' 60'
< WILL BECOME 70' 60' -------- _11�___��L" streets, and a totally opaque screen is achieved
3 FUTURE RM) PROP. PUBLIC PROP.
7 DRAINAGE EASEMENT PROP. MAIL PROP. BMP ACCESS & BLDG. 7 d) Any ground -mounted HVAC or other mechanical or utility equipment
KIOSK #17 BACK (TYP)
-(PORTION TEMPORARY, -420-- MAINTENANCE EASMENT SET
Sta 12+90.00 VDa ks' WILL BECOME FUTURE RM) 5x 6 ESMT six (6) ft tall or higher must be fenced and landscaped.
'i wi 30'
D S 51.8 1' R T. Z e) Dumpster enclosures must be eight (8) feet tall or the height of
0 C)
LOT: 221
- - - - - - 8237.74 SF 2E STOP 25R' '40' PROP 4101 the dumpster whichever is greater and be built of masonry material
I O'X 70' 0.19 AC 35'R PROP. 40 TPA OF APEX 0' with opaque gates. Where practicable, shrubs or other plants must be
A 0
PUBLIC ANITARY 0 planted outside.the enclosure to visually soften the appearance.
D I PHASE2 25'R PROP. 30" SIGHT DRAINAGE EASEMENT
35R C&G (Ti TRIANGLE SEWER EAPEM
'PHASE 1 0 7) All required site elements shown within a particular phase must be
J 9 00 0 installed before a final Certificate of Occupancy may be issued for
Sta L00.00 VGrant' 00 any building within that phase.
Sta 12+90.00 voali
-1 Sta 10+00.00 VDaks' PROPOSED 0 8) Prior to scheduling a final site inspection site items such as but
Sta 10+60,00 'Future' STORMWATER
R37.51 201 0 not limited to, lighting, landscaping (including mulch), screening
- - - - - - - R47' BMP #3
0 -- - - - - (i.e.: dumpsters/trash, mechanical HVAC etc.), site stabilization
. . . . . . S R47' (WET POND) 0
-- - - - - - - R37.5' . . ..... 403.1 ... .. (seeding) and parking and pavement marking must be completed.
..... ... 150 ......... .... . . Wit
0 9) Individual signs are not approved as part of site plan approval
PROP. 20 PUBLIC
- PUBLIC
A 25R Woodland Oaks Dr. DRAINAGE EASEMENT 10, 0 0 POOP. 10. process. A separate sign permit must be obtained prior to installation
IF 0
35R LIC R/W) PROP. 5' P� GREENWAY TRAIL of the sign. Multiple use lots, non-residential subdivisions and
67 ....... .. (50'PUB WALK (TY 0 /
- - - - - - - -25 MPH- multiple tenant lots must submit a Master Sign Plan for approval.
I 1 00
- - - - - - - - - 3" S9.513 I LOT: 224 10) Retaining systems providing a cumulative vertical relief greater
I I LOT: 225 000
,
EX WETLANDS 8" CABG 7206.95 SF 1 7200.00 SF LOT: 223 0 than five (5) ft in height within a horizontal distance of 50 ft or
0.17 AC 0.17 AC 7701.41 SF LOT: 222 -59 PROP 50'TOWN OF APEX 00 0 30 less, including retaining walls or mechanically stabilized earth walls
LOT: 227 LOT: 226 10613.30 SF SANIT'ARY SEWER EASEMENT 10, 0 0 - - - - - - - - - - - shall be designed and constructed under the responsible charge of a
9712.04 SF 7774.10 SF 0.18 AC 0.24 AC 00000
0.22 AC 0.18 AC "1 0 . \ registered professional engineer and comply in all aspects with the NC
5# 00 0 . . . . . Building Code Sec. 1610. Retaining systems meeting these criteria will
0 000 0 require a separate building permit prior to start of work. Retaining
0 0 0 0
0 0
60' 9.3 L PIPA RIA INV structure materials must be an integrally tinted brown, rust, or
100-
. . . . . . PROP. 5' FER earth -tone color.
3.1, PROP. 10' PUBLIC. CONC. \-PROP. 30' POBCIC 6RLN�WAY
. . . . . . . . . s. GREENWAY TRAIL WALK EASEMENT - - - - - - - > - - - - - 11) A Grading Permit, when applicable, can be issued by the Building
------------------------ (W/ 10'PUBLIC GREENWAY TRAII Inspections Division only after approval of tree protection fencing,
L) *"Rai
tP 0
----------------- --------- -0--7r- �07 0 -0 0 71- -- I
0 0 C) --------- 0
0
0 _0_0_ U 0 0 0 0 0 0 0 0 0 0 PROP. "�COINCEDENT WITH SS - - - S&E Measures in place and approved and a certificate of compliance has
0 0 0 �0�02 0 0 0 0 0 0 0 o 0 C) 0 - 0 - 0_0,0_0_0_Q_Q_0 12.&�,o 0 0 0 0 Q 0 0
0 0 0 0 0-0-0. 0 0 0 EASEMENT-,
PROP. 39 PUBLIC 0 0 0 0 SEATING
1" 0000 0 0 been issued by the Public Works Department.
GREENWAY EASEMENT 00 () AREA ll
- - - - - - - - (W/ 10' PUBLIC 0 PROP
------ `BOARDWALIV
0,YP - - - - GREENWAY 30' . . . . . . . . .
----------------------- i --- Z
0 _Z EX WE TL A NOS
L. X 10 SECTION
C
0
.TRAIL)
- FL GODPL AIN 0 /< M
0
0
PROP. 30'PUBLIC \��
2. 0
EASEMENT, �N E)( 100' PIPA PIA N . . . . . . . . . . . .
. ....... 00 GREENWAYThe signatures affixed below certify that this sheet has been reviewed and approved solely per
BUFFER
>
00 /X. the n the cover sheet of these construction plans.
00
/0
< > > <
0 // / / / \ / \
ANNUAL CHANCE
0
. . . . . . . . . .
0 C) X/ R ik, / CA - Enfineering Date Public Works -Env. Programs Date
N/ X < A X
FL OODPL AIN BOUNDARY Y PE K
0 X/
A
0 0
FEMA MAP NUMBER X
END 0 \<
0 1(0 3�-Y(p
TRAIL -�.�3720071000K -Transportation
X CM Planning Date
EX A
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=,00000000
77
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Water/Sew Date Fi Date
--------------------------------------- P
/X X pfl5iic Works Water/Sewer
NIF
Public Works - Electric Date s, ecreation & Cultural Res. Dafe
-JPA LLC
X >/ WS
ZN
, / \ JQ
ZONED: PDD iiiiiiii� It / \ \ All
Ll
<
X X Public Works - 5 & E Date
USE: SINGL E FA MIL Y 2\\
M ATC H L I N Iwo -
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Subdivision Plan
December 1, 2015
Scale
III = 50'
Sheet
CS -5d
FUTURE
PROP. PUBLIC DRAINAGE
EASEMENT (TEMPORARY, WILL
EX So,,
PHASES
II BECOME COME FUTURE R/W)
BUFFER
20'-� /-PROP. PUBLIC UTILITY
Sta 14+50.00 'EGrant'
i1 EASEMENT
(TEMPORARY, WILL
BECOME FUTURE
RIW)
LOT: 183
LOT: 196
8400.00 SF
7800.00 SF PROP. TEMP. 0.19 AC
0.18 AC TURNAROUND::
(SEE DETAILS):
L
--449-
F
LOT :184
LOT :195
2 8400.00 SF
7800.00 SF
0.19 AG
0.18 AC
PROP. 5
5 LWALK (TYP)-
L
F
LOT :185
LOT: 194
8400.00 SF
7800.00 SF
0
.19 AC
0.18 AC
,i PROP. MAIL -
L
KIOSK #1 7a
15' X 5' ESM'T"'
3" S9.513
8" CABG
LOT:193
LOT :186
8400.00 SF
7800.00 SF
0.18 AC
+i 0,19 AC
0 U Z
L
F
LOT :192
O LOT :187
7800.00 SF
8399.89 SF
I
° 0.19AC
0.18 AC
L
PROP 5'BLANKET
PA PIA N
4,/e"
\<
W'X
PROPOSED HANDICAP RAMP
X
,STOP` ` / ,
PROPOSED R1-1 (30" x 30") STOP SIGN
30OX30"
GRAPHIC SCALE
50' ISO,
<
(IN FEET)
I INCH = 50 FT
Required Plan Notes:
1) No site development activity including but not limited to testing,
\< clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected, A
Ir protection fencing installation permit may be obtained at the Planning
\ /
/X, Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
U
b) Along the boundary of any other designated resource conservation
5, 1 UTILITY ESMT area, such as but not limited to historic buildings and structures
/ / J ( { i PROP. PUBLIC LOT : 191 wetlands, buffers and ponds.
(P) LOT:188
UTILITY EASEMENT 7800.00 SF
St( 13+33.53 'WGrant' 7791.79 SF
_\1 . c) Along the outside line of the 100yearfloodplain, and the outside
(TEMPORARY, IQ /I -
0.18 AC
WILL BECOME 0. 18 AC edge of any riparian buffer.
L
FUTURE RM)
L
/3) Additional protection fencing may be required in other locations
close to construction activity where it is deemed necessary by the
LOT :190 Z Z zoning enforcement officer; such areas may include but are not limited
F
0
8364.16 SF cr- LOT :189
Z U_ Lin U_ I
0 to common property lines or near public areas (sidewalks, etc.).
LOT: 217 LOT: 215 0.19 AC 30'R 7714.16 SF
U_
STOP
20'R 0.18 AC
Lrl
/ - - - - - - - - 7200.00 SF 30'R 8364.16 SF 10'x 70' 4) All grading and support structures associated with any retaining
"0 SIGHT
0.17 AC
O'R 0.19 AC its TRIANGLE structure shall not encroach into any required buffer or protected
3 9.5B- L
. . . . . . L area such as but not limited to, RCA and critical root zones of
100,
- _8" CABG . . . . . . . . .. 1 110, 1 110'
STOP trees, public utility easements and rights-of-way), and shall be
F HC HC contained entirely on site.
LOT: 218
5) Site elements required to satisfy recreational requirements such
7200.00 SF
EXIS TI He
1\7 0.17 AC as, but not limited to, play fields and greenway trails must meet any
TREES
Sto. 12+42,07 'WG
rant" applicable standards found in the Town of Apex Standard Specifications
HCR
............ 60� ............ -.6V ............ ....... .... and Construction Details and the requirements of the Town of Apex
..7 ........... ..
_�_ta 31+03,97 '-IManors' ....................:b0:... .............. ........ ..00... _
•...... SV ................. . ............. 60 .................... .......... 60� ............20' PROP .91 PROPI A //1y. \ Parks and Recreation Department.
jordan Manors Dr. -PROP. 3011 -WALK (TYP) \KIOSIJ 11
10'x 70' > 6) The screening of loading docks, roll-out containers, dumpsters,
Sta �7t93,97 '-IManor
C&G (TYP) 1 11 1
SIGHT (50"PUBLIC RjV) I I I . I I \\ // outdoor storage, mechanical and HVAC equipment and similar facilities
LOT: 219 >
4
TRIANGLE -25 MPH- Sta �0+00,00 'EGrant�,
I I I \ \\\ on the roof, ground or building shall meet the requirements of UDO Sec.
7200.00 SF I I I I I I
LOT: 147 LOT 8.2.8. Specifically screening must be done so that:
0.17 AC LOT: 149 LOT: 148
I I LOT: 150 1 LPR
U, LOT: 152 LOT 7200.00 SIF WA
Z 1 7200.00 7200.00 SF 7200.00 SF 7200.00 SF a) It is incorporated into the overall design theme of the building
7200.00 SF SF I
8314.16 SF 0.17 AC 0.17 AC 0.17 AC > 5)/
0.17AC and landscaping
1.4 "Pot 0.19 AC 0.17 AC I I
fn I '"o : 10 -2 0.17AC 5'
F b) Screening materials are not different from or inferior to the
41
g1iiii principal materials of the building or landscape and are similar in
LOT: 220 ng
PROP. 5'
<=1 0 ,
PROP. PUBLIC UTILITY 7200.00 SF material and color
W)l `P� - -WALK (TYP)
EX WETLANDS EASEMENT 01.0
20'
0.17AC 60' 60' 60 c) Screening items are out of view from adjacent properties and public
(TEMPORARY, 60' 60'
< WILL BECOME 70' 60' -------- _11�___��L" streets, and a totally opaque screen is achieved
3 FUTURE RM) PROP. PUBLIC PROP.
7 DRAINAGE EASEMENT PROP. MAIL PROP. BMP ACCESS & BLDG. 7 d) Any ground -mounted HVAC or other mechanical or utility equipment
KIOSK #17 BACK (TYP)
-(PORTION TEMPORARY, -420-- MAINTENANCE EASMENT SET
Sta 12+90.00 VDa ks' WILL BECOME FUTURE RM) 5x 6 ESMT six (6) ft tall or higher must be fenced and landscaped.
'i wi 30'
D S 51.8 1' R T. Z e) Dumpster enclosures must be eight (8) feet tall or the height of
0 C)
LOT: 221
- - - - - - 8237.74 SF 2E STOP 25R' '40' PROP 4101 the dumpster whichever is greater and be built of masonry material
I O'X 70' 0.19 AC 35'R PROP. 40 TPA OF APEX 0' with opaque gates. Where practicable, shrubs or other plants must be
A 0
PUBLIC ANITARY 0 planted outside.the enclosure to visually soften the appearance.
D I PHASE2 25'R PROP. 30" SIGHT DRAINAGE EASEMENT
35R C&G (Ti TRIANGLE SEWER EAPEM
'PHASE 1 0 7) All required site elements shown within a particular phase must be
J 9 00 0 installed before a final Certificate of Occupancy may be issued for
Sta L00.00 VGrant' 00 any building within that phase.
Sta 12+90.00 voali
-1 Sta 10+00.00 VDaks' PROPOSED 0 8) Prior to scheduling a final site inspection site items such as but
Sta 10+60,00 'Future' STORMWATER
R37.51 201 0 not limited to, lighting, landscaping (including mulch), screening
- - - - - - - R47' BMP #3
0 -- - - - - (i.e.: dumpsters/trash, mechanical HVAC etc.), site stabilization
. . . . . . S R47' (WET POND) 0
-- - - - - - - R37.5' . . ..... 403.1 ... .. (seeding) and parking and pavement marking must be completed.
..... ... 150 ......... .... . . Wit
0 9) Individual signs are not approved as part of site plan approval
PROP. 20 PUBLIC
- PUBLIC
A 25R Woodland Oaks Dr. DRAINAGE EASEMENT 10, 0 0 POOP. 10. process. A separate sign permit must be obtained prior to installation
IF 0
35R LIC R/W) PROP. 5' P� GREENWAY TRAIL of the sign. Multiple use lots, non-residential subdivisions and
67 ....... .. (50'PUB WALK (TY 0 /
- - - - - - - -25 MPH- multiple tenant lots must submit a Master Sign Plan for approval.
I 1 00
- - - - - - - - - 3" S9.513 I LOT: 224 10) Retaining systems providing a cumulative vertical relief greater
I I LOT: 225 000
,
EX WETLANDS 8" CABG 7206.95 SF 1 7200.00 SF LOT: 223 0 than five (5) ft in height within a horizontal distance of 50 ft or
0.17 AC 0.17 AC 7701.41 SF LOT: 222 -59 PROP 50'TOWN OF APEX 00 0 30 less, including retaining walls or mechanically stabilized earth walls
LOT: 227 LOT: 226 10613.30 SF SANIT'ARY SEWER EASEMENT 10, 0 0 - - - - - - - - - - - shall be designed and constructed under the responsible charge of a
9712.04 SF 7774.10 SF 0.18 AC 0.24 AC 00000
0.22 AC 0.18 AC "1 0 . \ registered professional engineer and comply in all aspects with the NC
5# 00 0 . . . . . Building Code Sec. 1610. Retaining systems meeting these criteria will
0 000 0 require a separate building permit prior to start of work. Retaining
0 0 0 0
0 0
60' 9.3 L PIPA RIA INV structure materials must be an integrally tinted brown, rust, or
100-
. . . . . . PROP. 5' FER earth -tone color.
3.1, PROP. 10' PUBLIC. CONC. \-PROP. 30' POBCIC 6RLN�WAY
. . . . . . . . . s. GREENWAY TRAIL WALK EASEMENT - - - - - - - > - - - - - 11) A Grading Permit, when applicable, can be issued by the Building
------------------------ (W/ 10'PUBLIC GREENWAY TRAII Inspections Division only after approval of tree protection fencing,
L) *"Rai
tP 0
----------------- --------- -0--7r- �07 0 -0 0 71- -- I
0 0 C) --------- 0
0
0 _0_0_ U 0 0 0 0 0 0 0 0 0 0 PROP. "�COINCEDENT WITH SS - - - S&E Measures in place and approved and a certificate of compliance has
0 0 0 �0�02 0 0 0 0 0 0 0 o 0 C) 0 - 0 - 0_0,0_0_0_Q_Q_0 12.&�,o 0 0 0 0 Q 0 0
0 0 0 0 0-0-0. 0 0 0 EASEMENT-,
PROP. 39 PUBLIC 0 0 0 0 SEATING
1" 0000 0 0 been issued by the Public Works Department.
GREENWAY EASEMENT 00 () AREA ll
- - - - - - - - (W/ 10' PUBLIC 0 PROP
------ `BOARDWALIV
0,YP - - - - GREENWAY 30' . . . . . . . . .
----------------------- i --- Z
0 _Z EX WE TL A NOS
L. X 10 SECTION
C
0
.TRAIL)
- FL GODPL AIN 0 /< M
0
0
PROP. 30'PUBLIC \��
2. 0
EASEMENT, �N E)( 100' PIPA PIA N . . . . . . . . . . . .
. ....... 00 GREENWAYThe signatures affixed below certify that this sheet has been reviewed and approved solely per
BUFFER
>
00 /X. the n the cover sheet of these construction plans.
00
/0
< > > <
0 // / / / \ / \
ANNUAL CHANCE
0
. . . . . . . . . .
0 C) X/ R ik, / CA - Enfineering Date Public Works -Env. Programs Date
N/ X < A X
FL OODPL AIN BOUNDARY Y PE K
0 X/
A
0 0
FEMA MAP NUMBER X
END 0 \<
0 1(0 3�-Y(p
TRAIL -�.�3720071000K -Transportation
X CM Planning Date
EX A
FL OODW Y - - - - - - -
0 D Ote
<
1 0 )<
0 0° -1 lite Q
>/
< < 'IX CM - Building Inspections Date Planning - Transportation Date
O 0 < �y \
0 <
=,00000000
77
4Z <
X >/
't x
> <
Water/Sew Date Fi Date
--------------------------------------- P
/X X pfl5iic Works Water/Sewer
NIF
Public Works - Electric Date s, ecreation & Cultural Res. Dafe
-JPA LLC
X >/ WS
ZN
, / \ JQ
ZONED: PDD iiiiiiii� It / \ \ All
Ll
<
X X Public Works - 5 & E Date
USE: SINGL E FA MIL Y 2\\
M ATC H L I N Iwo -
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Subdivision Plan
December 1, 2015
Scale
III = 50'
Sheet
CS -5d

d010000
>
IX >\ <
'23 pppl
X
<
>
/< >
WOO*
3
<
>/
0/./*
>
/< PROP,'BOARDWALK
XC
• >�,. V
If I < X,
\SECTION
> \<
X, >\ < >
>/
< > <
>
PROP. 5'
WALK (TYP)/
A
1_/ 117
>
7, K
>
I-ool\
X
............ <
> >
20'
CA /IVU mit-14MIAN
BUFFER �/,
NIF
CHURCH, NINA L YNN
ZONED: R4 0W Se P80W
USE: SINGL E FA MIL Y
PROP. 20'
TOA WATER EASEME
The PRCR Advisory Commission reviewed this project on
February 25th and unanimously
recommended as follows:
"While the Advisory Commission still recommends that the
NIX developers in this area work together to provide additional
park land, they unanimously recommend payment of a fee in
COTTON, VEL NON DCO ON, HEL EN L G lieu for the project with the caveat that once the Town
ZONED: 4 0 identifies the location of public greenway in this area, the
�development receive credit for constructing any greenways and
/,I L
USE.- S 11VCJL E FFA trails that may be located on their property, consistent with
Town Standards. In the event such greenways are identified,
the
developer would be required to submit a separate greenway
sheet with their construction plans, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
ORI VE,
E.
PROPOSED HANDICAP RAMP
EX, HC
NIF
YA TES, AN THON Y W\
ZONED., R4 0W
USE., SINGL E FA MIL Y
-- — — — — — — — —
EX D
PROP ROAD
WIDENING PAVVT PER NCDOT SPEC
NIF
TINGEN, FPEDDIE GIBS ON
ZONED: R4 0W
USE: SINGL E FA MIL Y
Sta 10+00.38 Horton Ridge Blvd
Stu 15+90,03 New HIIL
Olive Chapel Rd
( STOP
BpROPOSED R1-1 (30" x 30") STOP SIGN
Rl-1
3O"X30*
GRAPHIC SCALE
01 sa 100 15W
(IN FEET)
1 INCH = 5O FT
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
area, such as but not limited to historic buildings and structures,
wetlands, buffers and ponds.
c) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
3) Additional 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) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected
area (such as but not limited to, RCA and critical root zones of
trees, public utility easements and rights-of-way), and shall be
contained entirely on site.
5) Site elements required to satisfy recreational requirements such
as, but not limited to, play fields and greenway trails must meet any
applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex
Parks and Recreation Department.
6) 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 requirements of UDO Sec.
8.2.8. 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) ft tall or higher must be fenced and landscaped.
e) Dumpster enclosures must 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.
7) 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.
8) Prior to scheduling a final site inspection site items such as but
not limited to, lighting, landscaping (including mulch), screening
(i. e.: dumps t ers/ trash, mechanical/HVAC, etc. ) , site stabilization
(seeding) and parking and pavement marking must be completed.
9) 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.
10) Retaining systems providing a cumulative vertical relief greater
than five (5) ft in height within a horizontal distance of 50 ft 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 brown, rust, or
earth -tone color.
11) A Grading Permit, when applicable, can be issued by the Building
Inspections Division only after approval of tree protection fencing,
S&E Measures in place and approved and a certificate of compliance has
been issued by the Public Works Department.
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the Ions s)gned on the cover sheet of these construction plans.
3
CA — Eng' eering
Date
Public Works —Env. Programs
Date
ho
*De
, , "\.
CM —Transportation
Planning
Date
-a) I , -1 1 lit,
� A-
CM — Building Inspections
Date
Planning —Transportation
Date
Date
P&r wnrlrS — Water/Sewer
Fire
Date
KIK
Public Works — Electric Date
N, A
Public Works -- S & E Date
Parks, Recreation & Cultural Res. Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Subdivision Plan
December 1, 2015
Scale
1"=50'
Sheet
CS -5e

EX 40' SANITARY
SEW EP EA SEMEN T
ESTATES
EDGE
DRIVE
NIF
HOP TON, MP Y TL E H
ZONED: P80W
USE., VA CA N T
EX WETLANDS
EX WE TL A NDS
H
f
EX 100'RIPARIA N
SUFFER
NIF
HOP TON, MP Y TL E H
ZONED: P80W
USE: VA CA N T
20'
PROP. zu
TOA WATER EASEMENT
PROP PRIVATE OFFSITE --J
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
201
PROP PRIVATE OFFSITE
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
PROP. 20'
TOA WATER EASEMENT
NIF
CHURCH, NINA L YNN
ZONED: R4 OW & P80W
USE: SINGL E FA MIL Y
The PRCR Advisory Commission reviewed this project on
EX 100' RIPARIAN
BUFFER February 25th and unanimously
recommended as follows:
"While the Advisory Commission still recommends that the
developers in this area work together to provide additional
park land, they unanimously recommend payment of a fee in
lieu for the project with the caveat that once the Town
identifies the location of public greenway in this area, the
development receive credit for constructing any greenways and
trails that may be located on their property, consistent with
X Town Standards. In the event such greenways are identified,
the
developer would be required to submit a separate greenway
M sheet with their construction plans, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
HCR PROPOSED PROPOSED HANDICAP RAMP
STOP
PROPOSED R1-1 (30" x 30") STOP SIGN
RI -1
30"X30"
GRAPHIC SCALE
50' too, 150'
IWO
(IN FEET)
I INCH = 50 FT
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of SE measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
area, such as but not limited to historic buildings and structures,
wetlands, buffers and ponds.
c) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
3) Additional 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) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected
area (such as but not limited to, RCA and critical root zones of
trees, public utility easements and rights-of-way), and shall be
contained entirely on site.
5) Site elements required to satisfy recreational requirements such
as, but not limited to, play fields and greenway trails must meet any
applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex
Parks and Recreation Department.
6) 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 requirements of UDO Sec.
8.2.8. 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) ft tall or higher must be fenced and landscaped.
e) Dumpster enclosures must 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.
7) 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.
8) Prior to scheduling a final site inspection site items such as but
not limited to, lighting, landscaping (including mulch), screening
(i.e.: dumpsters/trash, mechanical/HVAC, etc.), site stabilization
(seeding) and parking and pavement marking must be completed.
9) 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.
10) Retaining systems providing a cumulative vertical relief greater
than five (5) ft in height within a horizontal distance of 50 ft 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 brown, rust, or
earth -tone color.
11) A Grading Permit, when applicable, can be issued by the Building
Inspections Division only after approval of tree protection fencing,
S&E Measures in place and approved and a certificate of compliance has
been issued by the Public Works Department.
The signatures affixed below certify that this sheet has been reviewed and approved solely per
.
the cerVfic;tjons gned on the cover sheet of these construction plans.
CA — EngiAneering
Date
tilA
Public Works —_ Env. Programs Date
Al
CM — Tra nsporta tion
Date
Planning Date
14 -1 lite
k*
CM — BuildinI ctions
.g 9spe
Date
Planning —Transportation Date
Date
Fire Date
Kublic Works — Water/Sewer
-X
EX 40' SANITARY
SEW EP EA SEMEN T
ESTATES
EDGE
DRIVE
NIF
HOP TON, MP Y TL E H
ZONED: P80W
USE., VA CA N T
EX WETLANDS
EX WE TL A NDS
H
f
EX 100'RIPARIA N
SUFFER
NIF
HOP TON, MP Y TL E H
ZONED: P80W
USE: VA CA N T
20'
PROP. zu
TOA WATER EASEMENT
PROP PRIVATE OFFSITE --J
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
201
PROP PRIVATE OFFSITE
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
PROP. 20'
TOA WATER EASEMENT
NIF
CHURCH, NINA L YNN
ZONED: R4 OW & P80W
USE: SINGL E FA MIL Y
The PRCR Advisory Commission reviewed this project on
EX 100' RIPARIAN
BUFFER February 25th and unanimously
recommended as follows:
"While the Advisory Commission still recommends that the
developers in this area work together to provide additional
park land, they unanimously recommend payment of a fee in
lieu for the project with the caveat that once the Town
identifies the location of public greenway in this area, the
development receive credit for constructing any greenways and
trails that may be located on their property, consistent with
X Town Standards. In the event such greenways are identified,
the
developer would be required to submit a separate greenway
M sheet with their construction plans, dedicate a minimum 30
foot public greenway easement, and provide a cost estimate
for the greenway.
HCR PROPOSED PROPOSED HANDICAP RAMP
STOP
PROPOSED R1-1 (30" x 30") STOP SIGN
RI -1
30"X30"
GRAPHIC SCALE
50' too, 150'
IWO
(IN FEET)
I INCH = 50 FT
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of SE measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
area, such as but not limited to historic buildings and structures,
wetlands, buffers and ponds.
c) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
3) Additional 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) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected
area (such as but not limited to, RCA and critical root zones of
trees, public utility easements and rights-of-way), and shall be
contained entirely on site.
5) Site elements required to satisfy recreational requirements such
as, but not limited to, play fields and greenway trails must meet any
applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex
Parks and Recreation Department.
6) 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 requirements of UDO Sec.
8.2.8. 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) ft tall or higher must be fenced and landscaped.
e) Dumpster enclosures must 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.
7) 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.
8) Prior to scheduling a final site inspection site items such as but
not limited to, lighting, landscaping (including mulch), screening
(i.e.: dumpsters/trash, mechanical/HVAC, etc.), site stabilization
(seeding) and parking and pavement marking must be completed.
9) 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.
10) Retaining systems providing a cumulative vertical relief greater
than five (5) ft in height within a horizontal distance of 50 ft 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 brown, rust, or
earth -tone color.
11) A Grading Permit, when applicable, can be issued by the Building
Inspections Division only after approval of tree protection fencing,
S&E Measures in place and approved and a certificate of compliance has
been issued by the Public Works Department.
The signatures affixed below certify that this sheet has been reviewed and approved solely per
.
the cerVfic;tjons gned on the cover sheet of these construction plans.
CA — EngiAneering
Date
tilA
Public Works —_ Env. Programs Date
CM — Tra nsporta tion
Date
Planning Date
14 -1 lite
k*
CM — BuildinI ctions
.g 9spe
Date
Planning —Transportation Date
Date
Fire Date
Kublic Works — Water/Sewer
6W
Public Works — Electric Date
N ,A —
Public Works — S & E Date
ZZ
Parks, Recreation &Cultural Res. Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2n d review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Subdivision Plan
Date
December 1, 2015
Scale
50'
Sheet
CS -5f

GRAPHIC SCALE
1500 3W 4W
(IN FEET)
I INCH = 150 FT
THIS SITE IS
REQUESTING FULL TOWN SERVICES
CONTACT FOR TOWN OF APEX ELECTRIC
UTILITIES IS RODNEY SMITH @ 249,3342
Zf� �nk I D A fl-rf",
ONTRACTOR TO VERIFY ALL EXISTING
UTILITIES OF SIZE, TYPE, & LOCATION
-ALL WATERLINE
INSTALLATIONS SHALL
BE OF DUCTILE IRON
PIPE & FITTINGS -
*DOMESTIC WATER SERVICES
TO BE 3/4" TYPE COPPER.
THIS SITE IS NOT UTILIZING PRIVATE
SEWAGE DISPOSAL.
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
area, such as but not limited to historic buildings and structures,
wetlands, buffers and ponds.
c) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
4) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected area
(such as but not limited to, RCA and critical root zones of trees,
public utility easements and rights-of-way), and shall be contained
entirely on site.
5) Site elements required to satisfy recreational requirements such as,
but not limited to, play fields and greenway trails must meet any
applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex Parks
and Recreation Department.
13) All water & sewer lines shall be installed with a minimum of three
(3) ft of cover.
14) Maintain 18" minimum vertical separation between utilities.
15) Verify all illustrated utility crossings prior to construction and
notify the engineer if conflicts are encountered.
16) Contractor shall coordinate utility relocation or abandonment with
local utility companies as required.
17) Utilities will not encroach upon protected areas or run parallel
through any required buffer.
18) All metered connections to Town potable water shall have a
Town -approved backflow prevention assembly installed.
19) Water & sewer lines shall be separated at least 10 ft 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 Engineer's Report
per the Town of Apex Spec Book. Contact the Engineering Division at
919-249-3394 to obtain the 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 Code Enforcement Supervisor at
919-249-3381 for information including the utilization of a third -party
inspection agency.
40
§0
4
----
I
.........
-------------
-------------------------
0
0
I.
K V
— -- — -- — -- —
"X1
Ovenwlw
mwenmsaypi
4
ol
Y
X"
X
r 14
Ap
x\
I I
K
'A"ft
LITTLEfR CREEK
EJC
M
I It
V
;a
le
NIP
..........
X
anrtwAm sAaEr-rA ANN TRUSTEE
ZONED, R40W & RVOW
OF UNDERGROUND UTILITIES,
(CONTRACTOR RESPOMMUTY)
use, vArANr
trwA.
t — -- — --
000l
--- EX.
MOM
----------
--- --------
tropLir X TEME
rGV
WME---------
C-
0-1r_ \ A_
0
3W
NIF
Sow RAAm r stw JANET r
ZOW• R40W
USE- VNIA E FAM Y
PROP
EX. POND
OfifUHAVS. OA&ErrA ANN TRUSTEE
ZONED, R40W & "OW
USE vArANr
40
§0
4
NIF
DARDEAt ZACHARY 14
DARDEN. CHRISTINA.14
ZONED R40W
USE, vArAyr
JOHNSON PHILIP A
JOHNSON, CYNTHIA C
ZONED. R40W
USE, SINGLE FAMILY
0
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certif a n sig ed on the cover shyet of these construction plans.
I N
CM — Engin ring Date Public Works —Env. Programs Date
Ai hL
CM — Transportation
CM —,Building lnst)ecWns
c Works — Water/Sewer
tjA
Public Works — S & E
1 101 11 I111r, — I I Of I_1t4%J1 LQ f.IWI I
Parks, Recreation &Cultural Res. Date
N, L
r-----1
Z�---------------- ------ -------------
-
----------------- - -----
-POTrNTIN. RELOCATION
OF UNDERGROUND UMITIES
(CONTRACTOR RESPONSIBILITY)
ex. "VINFROROMID — — — — — — —
IOA$. ME, CA04V
APPJWiXAr0V NIFso
W YNNf, OWEN R
WYNNE, JOANNE 06
ZONED, R4OW
LISF, .500LEAAM Y
If EX. HOUSE
CA, UHIVt
----
I
.........
-------------
-------------------------
0
0
I.
K V
— -- — -- — -- —
"X1
Ovenwlw
mwenmsaypi
4
ol
Y
X"
X
r 14
Ap
x\
I I
K
'A"ft
LITTLEfR CREEK
EJC
M
I It
V
;a
le
..........
X
RELOCATION OF OARSF00r, SANDRA
CM ELECTRICRECD ZONED R40W
POTENTAL RELOCATION USE, SINCK F FAM Y
OF UNDERGROUND UTILITIES,
(CONTRACTOR RESPOMMUTY)
trwA.
t — -- — --
000l
NIF
DARDEAt ZACHARY 14
DARDEN. CHRISTINA.14
ZONED R40W
USE, vArAyr
JOHNSON PHILIP A
JOHNSON, CYNTHIA C
ZONED. R40W
USE, SINGLE FAMILY
0
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certif a n sig ed on the cover shyet of these construction plans.
I N
CM — Engin ring Date Public Works —Env. Programs Date
Ai hL
CM — Transportation
CM —,Building lnst)ecWns
c Works — Water/Sewer
tjA
Public Works — S & E
1 101 11 I111r, — I I Of I_1t4%J1 LQ f.IWI I
Parks, Recreation &Cultural Res. Date
N, L
r-----1
Z�---------------- ------ -------------
-
----------------- - -----
-POTrNTIN. RELOCATION
OF UNDERGROUND UMITIES
(CONTRACTOR RESPONSIBILITY)
ex. "VINFROROMID — — — — — — —
IOA$. ME, CA04V
APPJWiXAr0V NIFso
W YNNf, OWEN R
WYNNE, JOANNE 06
ZONED, R4OW
LISF, .500LEAAM Y
If EX. HOUSE
CA, UHIVt
----
I
USE, $1NM E FAM Y
_J
— -- — -- — -- —
--
Ovenwlw
mwenmsaypi
r 14
Ap
I I
EJC
M
I It
Af/F
TINGM AREDDIE GINSON
RELOCATION OF OARSF00r, SANDRA
CM ELECTRICRECD ZONED R40W
POTENTAL RELOCATION USE, SINCK F FAM Y
OF UNDERGROUND UTILITIES,
(CONTRACTOR RESPOMMUTY)
trwA.
t — -- — --
--- EX.
MOM
----------
--- --------
tropLir X TEME
rGV
WME---------
C-
0-1r_ \ A_
0
3W
NIF
Sow RAAm r stw JANET r
ZOW• R40W
USE- VNIA E FAM Y
PROP
IVIF
MCKIWSlt TING M Y 0
ZONED: R40W
USE, SIAME FAMILY
f.
1. NIA
Co r rON, VEL NON D CO r TON; N& EN 4 6
ZONED, R40W
US" S"I'Vi6o"L Y
ex. Avuse _\11
I -----------
N/F
YAMS AN MON Y W
'VNM R4 OW
USE, $1NM E FAM Y
L------
r 14
I I
EJC
M
I It
Af/F
TINGM AREDDIE GINSON
1*19(IINL. RELOCATION
OF UNDERGROUND UMMS
C-)
nie
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Overall
Utility Plan (Phase 1)
December 1, 2015
1## = 150'
Sheet
CS -6

NIF
S UGGS, D S TEPHEN SCRUGGS, L ISA K
ZONED. R4 0W & P80 \
USE SINGLE FA MIL Y
I
00,00
000**
20 pine
�1
EX. POND
EX. PDAAD
j
NIF
--' BROWN, SCOTT BPOW N, EMIL Y
ZONED: R4 0W & P80W � +
USE: SINGLE FA MIL Y
20
PROP
MH 68 , `1
19 pine 4
.1
PROP 10'
TYPE B BUFFER
` 4y
PP
PROP TOA WATER
& ELECTRICAL EASEMENT
PROP 12" W/L
y
1 1—, '1� 11111 22 pine
1 Ine
r
PROP 12" x 8" TEE
1-12" GV
/ r
f
THIS SITE IS
REQUESTING FULL TOWN SERVICES
CONTACT FOR TOWN OF APEX ELECTRIC
J ' r UTILITIES IS RODNEY SMITH @ 249.3342
s ,
f
CONTRACTOR TO VERIFY ALL EXISTING
N fF UTILITIES OF SIZE,.. TYPE, &LOCATION
RELOCATION OF BA PEFOO T, SA NDPA
O/H ELECTRIC REQ'D ZONED: P4 0W GRAPHIC SCALE
a sa
100, I5W
POTENTIAL RELOCATION USE: SINGL E FA MIL Y
—'
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)I IIN FEED
1
FT
-ALL WATERLINE
o>r 4" SANITARY
INSTALLATIONS SHALL SEWER
a--=�-`- - -- -- - BE OF DUCTILE IRON COUT
TD X00 02
PIPE & FITTINGS
__ ——
--' EX. DRIVE - _
3/4- WATER
METER
*DOMESTIC WATER SERVICES STD 600.01
\ \ r r \ TO BE 3/4rr TYPE K COPPER.
I
PROP. 20 �. P 1-8 GV \ \ C5� THS 61' 1 t IS NOT UTILIZING PRIVATE
Future TOA ss EASEMENT �.
-- - ` } _ SEWAGE DISPOSAL.:
1(? PROP 8 W/L /-� --- EX. HOUSE
Recreation Site y ,--/-- \ o \ 1 ,
PROP.
'PLAY LAWN'
PROP. ca � �, ,,i 1$ 0 ;/x \ \ 1 1
'PLAY LAWN''. �, /'� PROP ,r r , , ,r \ \ Required Plan Notes:
0
PROP 11" j � �''� ,
WATER METER -- °o \ \ 1) No site development activity including but not limited to testing,
.-•.•-''' o iii .� p Y � g�
PROP 0 \ \ ,
C . �'�
PROP PROP - `�' clearing, installation o
RO TREE O 6 � �''"\ ,� ..- " � � \ \ �.,, \ g, f S&E measures, or grading, shall occur until
FH 11 a _ \ PROP 3/4 0 \ \ \
FENCE P SS SERVICE :. 0 t
required ulred rotectlon fencing has b
�. Manors Dr ... WATER METER. 0 \ \ N/F q p g s een installed and Inspected.... A
.orlon Man � .... ° , � o � \ � 1 ,
,� \
rote
ection fencing installation
. .. o � �� ,� p g permit may be obtained at the Planning
1 -- w --'' -'" 5.Q INK, PA NDEL T SINK, JANET C g
"\ o o \ \
w _ ,...'- � � Department or by calling 919-249-3426.
w ---- w 0 r \ \ .._ / ZONED. R4 0W
-- w . _ .--- w ----- PROP 5 LOT 87 0 \ •,.
w - - o EX pP 2) Protection fencing must be placed:
\ �._✓ w w _ _ _---- - BLANKET UTILITY o , \ \ USE. SINGLE FA MIL Y
--- _ w EASEMENT o oY a) Away from an saved tree one foot for each inch of tree caliper.
LOT:88 88
00 \ b) Along the boundary of any other designatednated resource conservation
0 area such as but not limited to historic buildings and structures
15 \ LOT:89 PROP 4" 00 \ \ 1> wetlands, buffers and ponds.
t \ SS SERVICE
ss \ _- --
,. PROP P' VA �-----
, RI TE _ _
fir' ._ c Along the outside line of the 100 ear floodplain, and the outside
�, ::.... . , ..,.. PROP, 20 TOA ., . \ \ �_,�.�, ...-.., �. �-- ) g Y p a e o e
ss ..... ... . .�...... _ . �.. , SIGN EASEMENT �,
_•... � ,.r-- ... • PROP DoT . so SS EASEMENT TYP, � � g f any riparian buffer..
PROP ( ) 00 \\
MH 61 �`
PDP � 4 All grading n
... R o \ � ) gr � g a d support. structures associated with an retaining
PROP
MH 71 \ \ � Y g
PROPOSED \ MH 70 o \
" o 2Q
o \ \
MH 6
a
structure
P P 4 \ shall notencroach 1 0
Rd � \ © \ \into any required buffer or protected area
/ ss .,,.:• STORMWATER a o \
SS SERVICE � • , \ � o ,
0 fl 0 t o
.. PROP 8 BMP #2 A (such as but not limited to, RCA and critical root zones. of trees
/' .-- •.. POP 3/4 ''� � � O� .�..-----"
R WET P ND 'S�--'' PROP 8 SS o 0
s 0 ) 0 \ \
PROP � ® � public utility easements and rights-of-way)
O PROP 5 WATER METER 0 © p Y , and shall be contained
C7 O ° o s \ EX,
MH 62 BLANKET UTILITY • , . PROP ,%� / 0 oao° \ entirely on site.
j e \ \ \
EASEMENT LOT: 91 tea? MH 8 s5 —�'` ° 0 ° 0 ° ° Ss o
� d'o o ss \ 5 Site elements. required to satisfy recreational
LOT . 92 cn . ,�-- / ..�--- o 0 0 ..,,...- \ ) q y e zonal such as,
...ut not limited to la fields e ds a d
• • . / co 101 0 0 ° -
• x o 0 0 .,....-�' \ � \� play l n greenway trails must meet any
LOT:93 93 / 7.5 0 0 0 o ss $
o O ° ✓ " fps
' ' D applicable standards found in the Town of Apex Standard Specifications
PROP SS .r'' o o Sr••-- pROp 2 :..— ' .,.,.......--- \ b pp p
PROP. 40 TOWN OF APEX
------ _ _ 0 o s �- 5U i \
�.. / ° ° SS .,,�--- � \ and Construction Details and the requirements of the Town of Apex Parks
LOT : 94 SANITARY SEWER EASEMENT ,�� -- o c�° `�r 0 ©° off" ° ° . • y -. PROP \ \ q p
o 0 0 MH 9 \ and Recreation Department.
00 0 Ss N/F
ao o / - 13 All water & sewer lin
_.-- o / ss . _ F ) es shall be installed with a minimum of three
PROP o° ,/ ss-�'"' .� - _ _ _ _ \ \ \ MCKINNISH, TIMO THY D
LOT • 95 MH �,0 ss / _..---- _ \ \ \ (3) ft of cover.
PROP o e0o0o0 ' . . _ _ . \ \ ZONED: R40W
I --` ...--- ..4 _ _ . . _ y _ _ _ _ _ _ _ _ . 14) Maintain 1$ minimum vertical separation between utilities.
MH 6 0 o o ° o o .--�"—,,,,,,ss rl '`'�-„--�”-,.:. —o \ \ \ USE: SI NCiL E FA MIL Y p
ALL � o ° 0 0 ° ° ss S �,t.,.....-• 20
TF ..--- S....--- „ S---- _ . _ - - - - - - - _ _ _ . . . . _ . 15 Verify all illustrated utility
Ott o 0000 s 24 DIR / _..— ..,._ ) Y y crossings prior to construction and
--`' 0 0 ° o ° o PREP f .. . _ . . _ _ « . _ _ -PROP. P. 50'TOWN WN F _ _ - - — \ 1 �^
/P
o Q 0 0 � RO O O APEX. notify the engineer if conflicts are encountered.
° o ° a ° ° ° ° ss --t �`"`� -.' ! . ' _ _ . _ _ - _ _ _ SANITARY SEWER EASEMENT ,
- ss
16 Contract shall 0 0 ° ° � ) or l coordinate unlit .relocation or abandonment with
0 ° ss---'';;' p S5 9 --" '' & GREENWAY EASEMENT r PROP TOA WATER \ \ Y a
0 0 0 0 0 ss 24 DIP --�- _ _ _ - _ _ _ _ « _ _ - _ _ _ _ _ _ \ `, \�
o ss...--- .�- pRO'.-.— & ELECTRICAL EASEMENT \ local utility companies as required.
--'' 0 000 / --- ,,� ,_ . 1m _ « _ _ _ _ _ _ _ _ _ _ _ _ EX. W E lL A>VDS \ \
Utility Easement Dedication & Sequence m 1
0 0 ---ter � - _g 0 7) Utilities will not encroach upon protectedareas or run parallel
o ° ° s -�-� --''" •-..,. ! . .PROP TREE . _ . .. « . _ .� 11 \ \� p p
0 0 '� Town of Apex utilities proposed on these
ss — _ through any required buffer..
0000 rJ. FENCE (TYP) plans to be installed within areas located
0 o ss P S .. ...r... ,.
0 0 _ _ . . _ _ _ . _ _ _ . _ _ within future NCDOT road R W shall be 9' 1
0 0 ,/' p 2 ---- / .9 \ 18) All metered connections to Town potable water shall have a
0 0 ° 0 © ss RO _ _ . X. 1 ,- _ _ _ . _ _ . _ _ _ _ _ _ _ - _ . _ _ - / located within an appropriate Town of A ex \ \ v ,
0 Q y E 40 YR FL OODPL AIN . -P ` z
° ---�' — _�...,.�''� � � � � � Town -approved backflow revention assembly installed.
0000 0 � .-.r'''. _ r m _ . . _ -, .. i 1% ANNUAL CHANCE _ . . . . _ _ _ _ _ _ _ . utility easement with such easements being OP y
"--`b
0 ss
recorded' and dedicated to the Town of Apex � � ..•--'''` FLOODPLAIN E34UNDARY PER p �' � 19 Water &newer lines shall be separated
_ . _ _ _ . . _ _ . _ . _ _ . . _ _ _ _ _ _ _ _ _ . _ _ _ G w ) at least 10 ft laterally
FEMA MAP NUMBER prior to the road R W beim dedicated' to T o \
_ _ _ _ _ _ . _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ NCDOT. / g -- from existing or proposed sewers. Where local conditions prevent a
1750 ! j ?20D71QOOiC - _ - _ 0- \
-- - � -o \ , separation of 10 feet the water main may be laid closer,provided that
� . . � _ � _ _ � � _ « _ _ � _ t I .y of � elevation of the bottom of the water main is at least 18 inches
. _ _ _ _ _ . _ _ _ _ _ _ _ the
_
PROP. 5a' TOWN OF APEX > _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 epi
\ � above the top of the sewer with a horizontal separation of at least
f SANITARY SEWER EASEMEN'" Ft Y B U DARY PER FEMA MAP three (3) feet.
. . . _ . _ . _ _ . . _ . _ _ . _ _ _ _ _ _ _ _ _ _ _ .
3'
GREENWAY EASEMENT �'' 1 O N P
,,,• _ _ . _ . _ . . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ . _� NUMBER 3720071000K �\ \ 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 - �- 1\ � o / a ity Sewer Extension Permit prior to the
` p � release of construction drawings,
All Water Distribution Extension. . _ . . . . . . . _ _ . _ . . _ PROP 12 W/L 19 -4 Permit Applications shall be accompanied by Sealed Engineer's Reportort
` PROP.... + '
per the Town of Apex Spec Book Contact the Engineering Division at
J.•_ . FH 10
.� / 1 P 1 919-249-3394 to obtain the permit applications..
FL OOD A Y SOUNDA R Y
1
. _ . _ _ _ _ . . _ . _ _ _ 2 c
- \ � 1) A plumbing permit issued by the Building Inspection Division is
PER FEMA MAP NUMBER ;�' > r
EX. /40' RIPARIAN ,/' r " \ � \;
CROSSING #2 \\ --`` required for all plumbing systems, including storm drainage systems,
3720071000lf BUFFER (TYP ccs 1 `
` ' \ / \ 200' RESTRAINT /
_ . . . . . . . . . . . . _ _ . _ . _ . . . . . . f n\ X r installed outside the public right--of-way or a Public Utility Easement,
--- r \\ VERT BEND #2 \ ,' i
1 �'''"� \ \, ,� 1 These systems shall be inspected and approved by the plumbing inspector
x > { 160 RESTRAINT ,
LITTLE BEA VEP CREEK \ \\ , , r! \\ , \\ // \ ,• \ 1\\s , \
\\ 1 prior to covering. Contact the Code Enforcement Supervisor at
<\ ,'\ / ,A\ ,�\ /'`\ r x o 919-249-3381 for information includingthe utilization of a third art
_ _ . _-""".-_— _\< \y/ \ r \<r n \Y/f ,,gr \ ! `,r' \�' 1 - inspection agency,
_ \ ! \ \ / PROP. 70'- 24 CASING
00/Existingtrees to removed denoted with
r\ T \ n/ u x V \/ \ \, Z
`r \ ; \ , \ / \ r \ ! \ r `" . " \ , C _ • _ _ �, , r - / \ / \ / \ !` / \ / \ / \ \ '` ' STREAM sg , ) i' ¢� species
23/
T \ r r\ T \ ,`r\ /\ \ /u\ /\ ,� } \ r r\ } T x r < \ V -^'h �//IMIi l v
.. , r > _ _ / . ! . \ .�BENCHAWK
! . \ .a \ . r m /. \ _ \. . r _ \ / / > r- /, ` / \_ / / \ , \ / \ ! ` / / / \ ! \ ! \ ! \ ._. , ! r
/ �` RVEROAD $PIKE
\" `` "/'\ }t 7 \ , \ _ ,\ _ _ , _ _,\ /r`` _ r" \ _ '.! _ _ _ _ . x\_ %\ . . }\ x. 3� �i \ �\ \ r n\ r\ r� n { i : I
a ELEV.: 282:57'
/ \ \ \ \ \ \ PROP 12 W/L r .
/C
f - \ r _ / _ .. _ _ �' _ _ v � - _ ` - \. ! _ \ /_ °' .r/ \ r \ r \ \ / \ r \ \ � / r r PP
, , ,� /- \ . , / ,� \ / VIA BORE &JACK \ r
`\ \\ UNDERCREEK / 23 /
x\ / ./
v v \
h \f-
} r X Y �
r \
/X\ ! "\ ! \ I \\ ,/ \\ / \ / \ / / / \ tri+''\ , \ / / / / \ /
} > K ,\ "�-.X s1 ` r C.r" r x y \ r ! \ V Y x \ v --- . Y !f \ r \ r
Www
X, _ o 't\ _ !' _ _ ?\ _ / G + \ _ _ /`\_ _ r� _ _ }\ ?\ /'�\ r r� Ali r - _ .J \ _ - r� _ \ - �- `:\ �< h C > /
qt,4
\ \ \ \ / \ } �\ x \ X < ? t 1
\ / / \ / \ / \
-7/- �\ /
a\ / `\ !y\ ,�\ _ %�\ y\\ \ ` /� %%\ /r• / \ °\ r%\ . }\ !`\ r"i /x\ x \
x.. `
/
Iva
x 0000l
X22 i
Y \i \/ \ \ / \/ / \ ! / \
r}'r r \ ! \ .• r_\ . � \ _ / � . ✓\\ „ ,x� � '\ .. .,�\_ _ r y \ /, \ -- / \ ! � \ �� r ter./ ,. �'C . /y.\ .� \ ,. . ,n � '" r \ /7'
A
\_/ `-:, _ `\�,.. \.x/ _ \ / . .✓ . ! _ _ e / \ \ / \ /� _ . \ /- \ / _ _ ter'_ _ \ ✓ / _ \ i _ \ ! / \ / �!
// ! \\ rr / \\ / \ // \\ ! \ \, /, \ \ , `\ ,/ \ ,/.+.'' \ / \ / , \\ r' \\ \ 1 , , ORIVE
r
\ ` :�
x , \ k ! V u �` ' 21' oak
X\ / \ !� _ / f _ ' '�' > / \ / \ ! \ /`\ /^� i ` ✓� \ EXT C >\ / n ! \
\. ! `r,c._ ....> :".ter \ / \. \ / `. / \ ! \ ! \-1 i . \ . / . _._.:\.." • `.. / \ ! 'r-; / `/ \ , � --- _ �•'�. J\ _ --- " . ' .-f , \ 14 �1 �
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifica 'ons si ned on the
cover sheet of ese construction plans.
CM Eng ering
Date
+Y
Date
Public Works —Env. Programs
f
" AN A
! Y
CM —Transportation
Date
Planning
Date
A
AA
CM — uild"pections
Date
Planning — Transportation
Date
Works — Water/Sewer
ILt
Date
Fire
Date
Public ks — Electric
Date
Parks, Recreation & Cultural Res,
Date
N
Date
Public Works — S & E
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 ToWerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Utility Plan
Date
December 1, 2015
Scale
ill ,.... 50}
Sheet

LOT :183 ` ` j _� , �
! ( :
: PROP 6 ----'' -
r \ \ ! \ / \
\ \ N
BLANKET UTILITY
. I
'\ /' �C`\/'/ \\\ LOT :143 EASEMENT <
,!"`\ !'\ !". /,/ LOT :131 8,. SS�'1
\ / \ \ PROP ( I
\>/\ /\! ` 4 \'�,� LOT :110 ��
20
' PROP
,
/ �\ :
: y\ > `"/ \�/ :
: \ 3/! \ ,
MH 52 :
LOT :184 \ /r /r °� / \\ // :MATCHLINE •
: \, \! � \ter \/ :
\ PROP e..
; : I LOT: 142 +(( j
'!
I MH 65 : `
/ j,
>\ /\ /� /\
: 44 " C
LOT :109 ! LOT: : 132'
/ \ / \ / :: : PROP 8" W
: !L '
/ \ / \ / \ / \ :
•
\\! ! \\, \/ : . :i
_._
:
LOT: 185 \ \/ I v
�> \ \\ , \ / ; LOT :141 Fut
.
ur ►
`\ ! . LOT :133
\ / v , > LOT :108 : PROP 314" PROP 8" SS : +-a
<\
�+ l
\ /\ /
\ p
\' /' \ I WATER MISTER ReVreat'o'n SI'te
1. h�
\\ ,' \\ • r!>_N \\ /!' \\ ,/ PROP 4" �X jj
\ , ' ss sERv1cE : CONTRACTOR TO VERIFY ALL EXISTING
/ !
:
UTILITIES OF SIIZE, TYPE, & LOCATION
G� \``�' °°`X'� \`>.r' °`\ : `� : LOT : 140 � R3
. .
LOT: 186 ° > \ \ , \ /
LOT :134 Q PROP 1 " I
101 WATER MET
/ \ \ v LOT : 9 07 5.Q j
! \ , \ , \ / \ : PROP 5' GRAPHIC SCALE
! \ r \
'PROP 5 _ :BLANKET UTILITY PROP TREE PROP 6" / ,
: r \\ / \
: \ \ `\ \x' / �i \� \ 1 �^'' I : {3 50 100' 150
EASEMENT FENCE (TYP) SS SER CE
/ \
/ = \ BLANKET UTILITY
\ !AA\ / \
: 1 5
`�' \\// `> EASEMENT I
! \\ /! \\ A \ I \ \\ , \\ /' \ to * LOT :139 . \ ''- tIN FEET)
/' \ I %`�\ ,' \ LOT :135 PROP % ` 1 INCH 50 FT
\ : -
/ \ / : .
LOT ` 187 `\/ \ V / \ /`, \ / r / LOT 106 : PROP 8" W/L MH 64 11 W w W_
: \ \\ / \ \\ PROP 8 SS : N
`�, ALL WATERLINE
. --^!'
�`�'-PROP 5' %� /\\ r r� A , w ____"' ,,,
BLANKET UTILITY \ ! /
EASEMENTSS
;;' °°��/ '' \ � /� INSTALLATIONS SHALL
\ r
J :.., PROP 8" SS PROP SS BE OF DUCTILE IRON
.,' !' \ jr v� \ !' '\K LOT 136, �/'
-''� 15
. FH 14 w
,r°` ,"\ /! \\ _* \ s/ : ---- '. - PIPE &FITTINGS
PROP 5 PROP 8 x 8 TEE 2
/ \ \ p \\ LOT ::105. : .,-.. 'z �� ., w
\>�, V ' BLANKET UTILITY
2-8" GV ___1 Ss
-
LOT :188 \ ,// /'� °\\ ;.4 EASEMENT TP ' PROP N
: •
f � ;�\ k `n` 5.0 w MH 61 K'_ -
! / \ / \ / \ f ' � LOT : 138
/ / " \N PROP
\ / \ / \ / PROP 34 ... *DOMESTIC WATER SERVICES
`! \/ \ \/ � I \r / v
�, MH 60 y
/ * PROP 4 t
/, \ \ ,< / \\ />> r.., WATER METER w ss ...... r
�- .- ss SERVICE
TO BE 3/4 TYPE K COPPER.
' `\ /' \, `\ /' \\ `\ /' N w S PROP SS `�
I
PROP 4 S .�
I />\ / \ /� ,/\\ : ,,..; w ���' PROP 3/4"►
\ ! LOT . 1 4
1
p LOT .137
\ SS SERVICE s
PROP PROP 5 7d
\ / . 1.l o WATER METER o
: ^ X �..�. — ' c~ / : ` a ss MH 62 BLANKET UTILITY
: - \ PROP AIR RELEASE -v
THIS SITE IS NOT UTILIZING PRIVATE
! \ \ \ / PROP w ASEMENT N
\ / VALVE IN MH a ss LOT:91 91 ,
` \ , \, : PROP 8" W!L
FH 1'-5 -''�y9
VERT BEND #4 . X r\ w LOT.92 t1) SEWAGE DISPOSAL.
LOT: 189 VERT BEND #3 r
: / A26 RESTRAINT/ / \\\ / / '\ \ i I � : � • " r' UN
\ \ / 124? RESTRAINT to w PROP 8 SS
. AlI " PROP $ x 8 TEE / a LOT:93 N
/ \ ! �\ / \N 501 PRtJP 8 W/L " w ­11,an
N
/ , .
PROP 8" W/LI °\ , \\ // \\ \ \\ \ , 2-8 GV w ... PROP. 4 T AP
PROP /\ id Q 40'TOW of EX
FH 17 ! \ ! LOT: OT . 94 SANITARY SEW EASEMENT
\ X I w -_ PROP
gp _ , MH 63 _ 40'
`\ W w Required Plan Notes.
\ > • ` / w w ��
n d
PROP _ .
SS �"f
\ —_ �.� ss
s f/ t
PROP / O
1 N
�. o sate develo merit activlt 1n 1
s ,. PROP ) c udln but not limited to test�.n
\ ! \ T,__ \ -- s PROP 8 SS LOT . 95
MH 7 P Y g g=
�...... s � MH 6
_ PROP ,
s ...... MH 67
,. c1 a
_____:_ .. \ .. t e rin �.nstallatlon of S&E measures or r
_____ / , , \ a \ ,
\ \ LC)T:96 � g= g ading, shall occur until
MH 8() ! \ !
....rte. SS .:........... r ° C
S
...+– SS
SS U ... J O O
S ..
, x A p °
°
r
u r lnf
.. e xred otect o encln has been �.nsta l
.., . L q P g _ _1 ed and ins ected. A
A- h PROP 314 FAL P
A ER T of t
.. ME ER ec 1on f ricin znst
... e all t on
�..---� 0 0 o s a �. ermlt ma be obtained at the Plannln
LOT : 97 0 0-° o � P P Y
PROP O 0 0 0"' ss
" U ° o O -
I 11 De artment orb call�n 919 249-3426.
.................................. r / -PROP8 SS U o 0 o ss i P Y g
.................. I / \ I O PROP PROP MH 56 PROP ° ° s-.-
\ \/ -p O 4 0 0 o s 90
y\ --�~- /\ MH' S1' c ss SS ..•-
! \ ,� MH 5t) SS SERVICE LOT, 98 / U o o .,.,...- 4 'DIP ,.. 2) Protection fencing must be placed:
I / / / / \ � , \ , ` 1 � s 0 O O ..__._ SS � ..►
\ 1111 OUT 504 \ , ,_SIS
o
PROP 8 SS a Awa from an saved tree ane fo t
.; \ � ,>\ ,�\./ !\\ .� /\ cn LOT.. ss PROP �,. } Y Y o for each Znch of tree caliper.
PROP 8 SS \ / - / � �
MH 5 / o 0 0000 s ••ter'"'"
\ 5a LOT .100 e
I / , \, \ �. b) Alon the bOundar of an other dell hated resource conserVatOn
>\ /; . .,< LOT : 102 LOT .101 ° ° o o ss 17 ' --•--" g Y Y b
J , / \ / ! ` / \ co LOT . 103 O 0 0 ,/'' SS _-....._._ ,---,----
J I \ / \ , • \ / \\ / \. O o Ss np1P ._ -�. area, SllCh as blit not limited t0 historic bulldin S and Structures,
LOT : 14fi ,y ` \_--�`�` \ I _ . \ �: » ° I O o ° / p Z, g
LOT .147 �/\ ,/.\ / . -o PROP o 0000 Ss ?V - - - - . _ wetlands, buffers and ponds.
MH 10a
'0 -. N - . .
•..� ,\ \ / �„ � -��, ° ° �,,.- f - _ . - - - _ - ~�--.._.._.._.._ � c} Alon the outside line of the :100- ear flood lain and the outside
I 0 / \ / \� ,/ `t / / \ � O O Ss � 50' 1_5/"s Y P
I � `\ /' ! \ -, - \\ - c» PROP. TOWN OF APEX ° o o _ . . . _ » _ . _ _ _ » »
g
I / \/ \, ! \ / \/r Q o edge of any riparian buffer,
C3� \\ ! \\ C r -- . _ SANITARY SEWER EASEMENT .1l ° p �, ° -_'_�. _ _ _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _
� ,:: // - / ♦ N o 00 17 _.._..
�. - � \ `\ '!. »\ . ` r . � SS -- 4) All radln and Su
.�:. � \,� ,\ 3o N o o g g pport structures associated with a reta�.n1
.-, r \ ,.\ , PROPLo o structure shall not encroach into an re ulr
PROP. 30 \ / \ / MH' 10 4�`�� 000 _ _ . . . ed buffer or protected area
C� " 0000 - _ - » _ _ _ _ . » . _
sucasutnotimitetoancrltlaTOWN OF APEX _ . \. _ 6` ° c 1 root zones of trees,
# :,\ / ---- o o - _ _ _ __PROP. 50 TOWN OF APEX _ _ . . . _ _ _ _ _ _ _! h//\ / �/ ° ° �,,�� \ o S ,
SANITARY ! o o SS
o o SANITARY SEWER EASEMENT ubl c ut111t easements and rr hts-of-wa
_ y\ - _ 0 0 PROP o° r �P / . p Y g y) , and shall be contained
SEWER EASEMENT \ o 0 o �,/'' O r _ _ » . _ _ _ _ _ _ _ _ . » _ - _ _ _ _ _ _ _ _ _
1 P, 1�' \ / \ ° - --- 0 N. MH 4--'""�� o o Z &GREENWAY EASEMENT ent rel on site.
\ / 0 o UTFA;LL 0 o Op , _ _ _ » _ » _ _ » . Y
r .....` .....� .�,..I . \ \ i� � O OOO°OO o flo
.....- \ /
�j 0 O O o /
5 Site element r ulr
. \ � S o- 0 0 ° o � o / _ _ _ _ » _ » _ _ » » » » . _ _ . » _ _ _ _ _ _ _ _ _ » ) s eq ed to satl.sf recreational re ulrements such as
.. \\/ \/ s .`..-.-- ss o o O o 0 0 0 0 0 0 0 0 0 ,.•�'� f y q
i*: � \/ ----•._ ss 0 SS
t o O O O O O O O
,i � !.,Ill _ --- ,� but not l�.mlted to la fields a d
. 30' ! ! � \ ss.-�..,,_ O O o © o o �/'' ,�� _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ P Y n greenway trail is must meet any
3S O O O O 0 G 0 •"� /'
PR ss �a o 0 0 U o_ �.
! 2 EX, 100 YR L OODPLAiN
..�.-- . _ .154 » S ° a l�cable standards found nth
-_ •\, y S �..�,,� » » _ _ _ _ » » . » _ _ _ . . . » _ _ » PP n e Town of Apex Standard Spec 1 f l cat ions
�` SS/ / \ 5s � ._ -"I 1 / A NNUA L CHA NCE
... ""'' \ \ \S
\
/ » . » /_ _` _ _ �• and
...— 0 F _ Construction Details and the re ulrements of the Town of A ex Parks
� ,} ..> o \\ ¢O / \ / ! ....... � .. _ � .. _.., _ » » - » L D
1 p "
F DDPL A IN BDUNDA
o a . /APs . , . \ » \_ _ �'� _ . PROP N - . ` - - . _ . `.. {a . ' . MAP NUMBER and Recreation De artment.
,� / , O ATI SEEP . _ . . _FEMA_ . ., . . . _ _ . - _ _ _ . _ . _ . . . . _ . . _ . . _ . . P
--- ,,- i o \\ `\\/ \\ // COLLAR __ .. 1 / 3720071000K
. » \ _ ,.. . . _ _ . . _ _ . . . . . . . . » » _ _ . _ » _ » . _ » _ . . . . . . - . . 13 All water &sewer lines s a b
""� o \ PROP 50' - 24" CASING - » . _ } h 11 e instal led w th a minimum of three
°° . `\ !' °, !. PROP. 30 TOWN OF APEX - . x_ _ 97 FL OODWA Y BOUNDARY
\ , \ A_ _ /' _ . _ _ _ » _ _ _ _ _ » » » . . _ . - .' . E DS . _ _ » _ _ . . . _ _ _ _ _ _ _ _ . . . . . . - . . . . . » f t of cover,
\ 0 0 ° I. \ //<\ ,y >\ SANITARY_ SEWER EASEMENT
� y > • • PER FEMA MA P NUMBER , ,
/ Uo \. / -:-,& GREENWAY EA -y ------ 14 Maintain 18 min mum
° 155° - ,'� , SEMENT \ , 372007100oK ) vertical separation between t1t111t1eS.
o \ / , \ \ / ---. IS Verlf all illustrated uta t
\ / , / r / ) Y li y crossings prior to construction and
' 0 r� PROP « V - . - _ _ - _ _ » - . _ _ _ / » _ \ ` . . _ i . / . » . . . . . . . . . _ �""--:-- » _ . _ _ _ _ _
�' ' \\ ! \ ! , \\, // , notify the engineer 1f conflicts are encountered.
_ .MH 11 _ - _ \ » _ .\ - \ . , _ _ _ . . . . . . . . . .\\ _ r \ . y _ - » » _ E 100 R/PA _ » . `-'-- » _ _ . _ _ _ _
_ _ _ _ ! _ _ . , . X. RIA N
Q 5; 0 IR/ y\ \ IIIIIIII> > X h _ _ _ _ - - _ - - 16 Contractor shat 1 coordinate ut i 1 t re '
00' - _ . _ _ _ _ _ r _ !_ �i;lr /_ \ _ -_ _ _ » _ _ _ _ _ _ _ \ . _ r !. . \ . _ I r . \ . / BUFFER t TYPJ y location or abandonment W1th
o , `\ , \ \ / \ / 1, // \\ / \ , � \ , \ V , , \ _,
» » _ _ _ _ _ _ _ . _ _ _ _ . _ _ . . _ _ . . . . _ _
local utllrty companies as required.
/ _ _ . _ . . ..\ . _ » . . \ .� _ _ . » . . . _ _ 17) t1t l i t es will not encroach upon rotect ed areas or run t aral l e l
O "I �\ l/1 \xr �`� `A, >/ \, V, \Ai >/ \/ >/ `\� .r --T--7 3 » � I. » \ /. _ \, \fir \ ,/ _ . . . . _ _ . . . _ _ _ _ _ y-"' --:-.- _ . _ P t'
o . / ! \ r \ / \ ! \ r\ /\ , \ / \ /\ o , \ ,/>\ / \ r " throw h an re aired buffer.
O \ !I
,/ 0 EX. WETLANDS / \ \ r / \ ! r \ '` ,
ftVt n v i v ? h �/ ,\ I u x \ / X / \/ \,i yr \ / ! \ ! \ ' \/ \
Q k/ \ ! \ / \ / / \ » ., \. » _ . . , v . \ . . r » . _\ . ,V \ . » » \. » . ,� . \ . . !< . _ 18} All metered connections to Town otable Wat r s 1 have a
,, ,. ,� / » . . . , » _ ,/ . » . . "I . . d » ,_ _ � _ _ _ _ _„ . » » Town approved backflow prevention assembl installed.
U° / \\ / `\ /'{\ /' \ / {\ !�\\ /'\\ !�`. / \\ !' \ ,�� . / ` >`\ / \ PROP,ANTI-SEEP r<\ ,�\ !/ />\ /X\ ,. ! �, //\\ � !\ Y
O » _ . _ » _ ! _° / » \- .\ r ` / ` / \ / _\ y, � , / , r \ / k \ / \ / \ / \ / \ / \ / \ / \ , / \ , \ / \ , \ / \ \ / \ , \
\ \ / / \ / \ \ C 1 \
COLLAR » \- - \. / - . , . \ _ . ,. , . \ _ / - \. 1
\ ,._ / _ _ / . _ _ 9 ater &sewer I Ines shall be se crated at 1 f 1
0 \< , \, PROP. TOWN OF APEX \ , \ , / \ , \ , / \ _ , ) p east 14 t ateral ly
O r r \ \ ! \ ! /\ / \ x v\ u I X i' X ` C ?' ,( T/ \/\ T` �' \ v / u \ \/ \ / \ \!
/ / ! / \ ♦ ! \ / to . ! \ I , \ ! \ / \ \ \ / , ! /< . < !\
OP. 30 TOWN OF APEX ! ! \ SANITARY EWER EA ♦ I t _ _! » _ \. - \ » _ _ _ _ .. _ _ » _ . _ _ !_ ,
o \ / \ S SEMENT \ \ . ., _ ., _ \ from existln or roposed sewers. Where local conditions revent a
o r r ` / \ ' \ / \ ! \ / , \ \ LL , ! \ / ,' \ , /� �/'�/ / \ / \ / \ / ! , g P P
SANITARY SEWER EASEMENT ,' ,� \
_ _ _ . . _ _ > K &GREENWAY EASEMENT / !
152 /\ < > _ _ » » \ x
o 1 _ _ u \ V
\ - � \ _ _ se Drat o o f t
! t \ \ ! / � , \ `� �• , � , /� � ,\ � n f 1Q ee , the water main ma be lard closer- rovlded that
0 30' 1 &GREENWAY EASEMENT/ / `\ \ A fi, / \ / `, ' `, , \ -4--- , \ = \\ \\ , \ , \ rr \\ r \ /r \\ / \ ,3 \\ / `\ / \ // \ / \ p Y P
0 \/ ♦, \, r-- / , r ! \ \ , \ , \y _ _ _\ ,_ _ \ _ _ , . _ . .\ _ _ _ the elevation of the bottom of the water main is at least 18 inches
l O / /\ /\ ,�\ /< >\ /{ T ,� >\ /\ >\ N . j\ /< �\ X T r\ T i` n �< /
O O O / \ / / \ ! \ \ ' \ / \ ! \ / \ / \ / \ / \ / \ ! \ -/ \ , \ ! \ / \ / \ / \ \
_,_ above the top of the sewer with a horizontal se araton of at least
✓I" ti "' O' O ,l ! \ ! \ / \ \ \ \ i \ r / \ / \ / \ ! \ r / \ r ! \ f' \ / / \ ! , / \� /� _\\ //® /r _ \� _\\ _!/ _ !' \ ! l'
O o \/ \ /// , / ° \ / \ / / \ ' l / \ / \ / , \ / \ / \ / \ / \ \ / \ 1 \ , \ / \ / / \ \ / \ \ \
/'I _ . ,» . _ . . \ . _ ,. _/ \_ _ / \ _ \_ /., ,\ _ / h� _, three (3) feet.
O O SS \ ,' \ �! \\ !/ \ // \ //f �\ /r �_/I \ /' \\ / \ ! \ , \\ //I,
\\ ` / \\ / \ \ / \ ! \♦ \ / \\ /! \ / \\ ! \ /' \\ , `- ' \\ /! `\ !' `\ !/_ \ \ ! \ \
\ \ \-- \V ! \ ,�- , /\ / ! , \ T\ ,\ ,\ / \ - _, _ - 20) All new public water and sewer 11nes contained within a Town of
_ . . .. . _ . . . . . \ -/ _ \ _ / /. / _ .\ / / \
/ _ _ _ _ ` -
C . \
\ \/ \ / / \/ \ / \ / \ , \ / / / \ \
> . '�' X .-�% v 1 -- ! A �->, \ , --; \ , \ . / \ , \ , \ , -° Apex Public Utlllty Easement W ll re ulre a Water Dlstrzbutlon
/ \ / \ , 'Y .1 /` ! / a . !_ \ . .t, l�•' '!err„•,,, />. V > � \ / \ /+..,,yam / \'. --- ,/\.\ / ,,/ ` f F\. \ \
-- PROP \ / / \ \ , / \ \ / \ ,X\ \ / \ \ \ r / \ ' % 1111 I m ✓ -, /
,n'' \ \ ,1 / \ \ , ! ! Extension P r 1 n
\ , \ . \ , / \ � \ \ /, / \ , \ -�--� / N ♦ -T-- \ --�- / e m t a d/or a Grave ty Sewer Extensa on Perm1 t prior to the
\ r \ y \ r\ \ \ / �"�� x
/ r M \ ! PROP 105 36 CASING \ _ \ E / / \ \ / \ release of construction drawln s, All Water �lstrlbutl n EXtenslon
/ `\ ! \ / `\ . \ / \ / \ ! / \ . r \ ! \ -cam \ \ / \ / / \ � / \ / \ \ , �' S Ti4E \ ! \ '- %\` / \ , , �\`, �' \ / g o
_ . _ » _ - _ _ _ . _ , _ _ . / _ \_ _\ !. . \ . / / _ CTI \ / „♦– 7a \ ,F .'� �'_ .\ ! . �„ ` / / ` / \ \ ♦ � .a+ , \ ! \ , \ / \ / \ / \ / \ /! \\ ! \ \ / \ \ i \ t
! \
AM _ _ ,/ . _ \
.(J \ /< \li \ ! > X t A llcatlons shall be accorn an�ed b a Sealed En sneer s Re ort
PROP. -SO TOWN OF APEX EX. 100 RIPARIAN , °\ ! \ r \ , \ > � ,\ ,\ < > ,k\ / . PP P Y g P
\ ! \ \
SA i`rARY SEWER'EA BUFFER T YP
/ /
SEMENT` 1 / \ ! \ ! j% \ ., \ , \ / \ \ / \ ! \ \ \ per the Town of A ex S ec Book. Contact the En{�lneerin D1v1S1on at
\/ U k n f I\ ` / > �! ` X � \ \! k 1 ! \/ \/ Y/ r / \ ! \ r / \ \ / \, ° / / \ / \ / \ ! \ "C7 -»_ \ r
& G'REENWAY EASEMENT . . . . . - - . _ / - , _ \ _ -/ \. - \ \. - , _\ . /. . _/ \. - / _\ . " _ r . _ \ . _ / '. . _/ \ » . / - - Z » _ I. ,_ \ . \ . _ , . . r \ _ . / . /_ \ . . _ `'��-:._. _ r \ _ _ _ ., \ _ ,\ _ c _
\ / \ r \ / \ ! \ - / / / \ \, r \ 1 / `\ / / y - /- ! \_ ! .\ _, /� "r' 919 249-3394 to obtain the errnit a Iicatlons.
- _ _ _ _ . . _ _ _ _ _ - k _ . \/ _ y. . >r _ \< . / » . \/ .. _ ./ _ ! _ _ /_ _ '!r _ - \ ! \ . - . \ / . ! . / `\ \ ! \\ - \ / . - \ - \ / . _ \ ` . \ ! - . \ / \ / ♦ ! \ / \ / \ / \ ,
11�PROP AN SEEP
/11 21) A plumbing permit issued by the Bulldln Ins ectlonlvlson is
! \ ! / / \ ! \ / \ \ \ ! / / / \ \ \ ! / / \ \ /
_ . . . . _ . . . . _ \ / \ \ / \ ! \ , \ / \ r \ / \ r , r / \ / \ \ / /1� o \ / 1 \ /r \ \ , \ \ , \ / / \ ! \ \ l , \ \ / \ / ` / \ / / \ / \ r
T.
/ / / \ . \ / _ _ . "\. , _ \ ,. .. \ ,. . / J, . \ _ _ �.. \COLLAR. .. . / . . \ .✓ . . 1 _ .f \ _ / `» \ +/ \ ... f \ . , _ . / \. / . : .t' . . / _ �. . C•� » ' g P
y \/ u \, � v `! � \,/ PROP ! \ �/ \ re aired for all IUmbin `
\ \ /\ ,\ /\ ,\ /\ t ,\ rte- `v` \\ ` \\ °C ` \ "& — " - \ r' q P g systems, including storm drainage systems
/] \ » M H 3 / \ . \. . / .\ . \ » r _ / » \ . r 4 / »` . \ . . / _\ ` , r \ » ! _\ _ �! \ _ . / g / �\ \ ! / \
, _ » s
/ \ \ , / \II, / ! ! \ / \ / ! \ , \ / \ / , / \ / \ \ / \ ! \ I i \ ! \ / \ / \ r ! \ , \ / \ , \ , \ ' \ / \ / ", / \ / \ / \ \ '„t'^r ,. �.. \
_ installed outside the public right of wa or a Public UtilityEasement.
! / , \ , \ , \ r \ , ` / \ , \ / \ \ / \ / r / \ I r \# , \ r \ , \ / , r \ / \ / \ / \ , / \ / , , ! , \ ! ; Y
_ / » - r\ _ _ > .. _ _ k _ >\ . _ < _ x » .i\ » _ _ \ _ _ x' _ . . _ x _ �/ - _ `/ / `/ / x `� Y / \ /Z \/ y/ \ / \X/ f \\i
, \ ! \ , ! \ / \ ! / \ / / ✓ \ - / \ - , - y \ \ These S 11
_ _ - _ . _ . . » . _ . \\ ' \'� ! \\ / \\ -,' \\ r' ` /! °\ /' \\ r \\ /` ` ! `\ / \ ,' \ , \\ /' \\ , \\ / ^•\ � 1 \ ! , \' / \ /! \\ /. ♦ / \ , \ /�.... r \\ /' \\ / \ ! \\ r \\ // \\ \ / \ / \\ / \ , : /% \ /r y\ .. //
ystems sha be Inspected and approved by the plumbing inspector
1�1
\tri _ \ / _I .\ b .. \./ . .\ !_ . \ f \ / _ .\ !. / _\ !. _ \ / \ _ / / / \ / \ / \ / ♦ / \ /' \ / �/ \
/\ / _ >\_ f\ \� _ >\ �\ » ;� . >\ ,v� - .\� ,.. r or to covering.Contact the Code Enforcement Su ervlsor at
. . . . . . . . . . . . / / \ r \ / \ / - / \ I. / \ ! \ / \ / \ '` / \ ! ♦ ! .. ..JG :. _ ..p,._. \ . .. 1 .. / "'� , \• ` / / \ ! \ / . / / \
/ \ , \ , \ / \I.
\ / Ix
! -,..\ x. \ r \ 919 249 3381 fornformat10T1 lncludln the utilization of a third- art
1.nspection agency..
/
.
/i . \ + /!!\`\ ! \ ✓ \\ i .. _ . _ .. _ . __ .. r' ` /,\�\\ /� y\\\ /'\\\ //� \\\ //x\\
_ FLOQDWA Y-BC�UNLAt�Y - . . . _ . y` _ `�% i! .`\>\ . 13` -. \X' \\/' \\!' \yr/ °\ . Existing trees to removed denoted with *'
/\ i\ T
/ TYP)\ ! \ !
PER FE.MA.MAP NUMBER _ _ _ _ - » ` \\ //.' i,r \\\` \�`\• �' J BUFFER RIPR/AN //r °\\\ species*
.37Z0071000K. , r
_ _ _ . _ . _ _ _ . . . . / . _ \ ! - .\/ - HDR TON, MR Y TL E H \
'r \ \ /< y\ /\ I ✓ >.
I/, �\I \ 7 �\ ,/_ 7II\
\ Il, \' / \; \\\ ZONED. R80W 1
II
7/.. ' \ . _� . - - - - _ . _\r'. . �`'/ . ��1 USE: VAEANT a. ;
I\,\IN \, /\I
\." I\�
\, \ / \ / , / \ , \ /.
4 - // `° .\� r _ \ / '° \ PROP. TOWN OF APEX 4 ,�
- ° °\ / \/ _ _ _ . _ _ _ _ _ // _ _\\/ _ »\ / _ °, , MENTA
SANITARY SEWER EASE
z.\ %/ \\ . //. \\ _/ \\.// _ \\ . .. . . _ \\ . /, _ \` j «\\ .// » \\ // \ 0. jl
_ /
i \" , / \ \ \ , '\ / X
. \ , � /� . \�/ � � I>/ - \
\ / \ / \ / \ 1 \ / \ / / ! / \
\- I. - _ \ . , . \ . / - \. / . / `. -`\ -\, !_ . \ , - ` I-- ! PROP 24" DIP SS PO
501
\/
\ / \ / \ ! \I \ / \, \I \/
\ / , \
/. �
_ ` i\
/ \ ! \ / \ / \ / \ ! / \ / \ / \ < \ / \I
\/ 21 Inc*
_ . .\ _ _ x _ . . . . . . . . » _
\ / \ ! \ / \ / \ /\\
\ / \ /\\ / \ \ \
.W/ �` Ali -tib( rnrir k f - /\ - \\\/. -\A I/- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
i.`. �. i \// °x` `� \! \ / \/r \,! \ ! \ r / /) M ATC I * ILI N E
\ ,/i \` .// 't\ . //. \\ . %/. \. . ///,\'\\ . I/ \* .!./ _ /p \\ _ i/� .. . !/.ft***
/ \,\
/ \ / \ / \ / \ / \ / \\ / \\ ! \ / ,
// \
/ . _\/. . \l _ . \! _ ! . -\/_ . //\t _ -\/ --- ,..-% to00000
%4*4
\ ! \ ! \ , \ / \ r s / \ \\/ /y \ I
.� / X '\\ _ 2 pin * 441111111W
PROP
, \ , ! \ / \ / \\ / / MH 2
\ \ // \ / \\ / \ 34
0 1
\, /\ /\
y' \/ \/ \
- ' < x ,/ '
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 26Q
CARY, NC 27511
[phone]
C-0329
Revisions
01 %1 5/16 Per Town of Apex
1 st review
02/10/16rT
Per own of Apex
2nd review
DEVELOPER,
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Utility Plan
Gate
December 1, 2015
Scale
111-501
Sheet
CS -6
b

> > \
x 7 x
\A
y'
> U).,
\
> ,
>/ u
>� v
23
�\(\
\ \,
> > EX. 50' RIPA
'�\ ;� , \• " ? BUFFER (TY)
\ \\ \\ JJ 5Q.' `
> , \ / > ,/ -7 7.
/ \
PR(
BLC
\ 1 \< ,,
,\
>/
f
/
\ , \
1 \J
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\f ,/ n1 \\�,
\ \ (A
i
\/,
/> /\ />
\,AA \,
;< e %\
'X
\ ` '
<10
/ W
/
4 SANITARY ,
*DOMESTIC WATER SERVICES �' SEWER —ALL WATERLINE
LE
ANouT
TO BE 3/4►, TYPE K COPPER, CLEANOUT
goo 02 INSTALLATIONS SHALL
BE OF DUCTILE IRON
.-� 3/4" WATER PIPE & FITTINGS—
EX.
—
``— DPI VE_
_�-- -- ------ --- --
f
N/F
GARDEN, ZACHARY�1
\ DARDEN, CHRISTINA M �
1 ^
ZONED: R40W
�1� m USE: VACANT
1`
t
N/F
1, 0 JOHNSON, PHILIP A
JOHNSON, CYNTHIA C
1 CI ZONED: P40W
. •
1 GRAPHIC SCALE
1 USE: SINGLE FA MIL Y
i � � • � 0' St!' loo, 150
(IN FEET)
1 INCH = SOFT
P t ` C)
r` A� \ \ \
\
\
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
EX. UNDERGROUND
U TIL / TIES
(GA S, TEL E CA BL EBL
A PPROX L OCA TION N/F
W YNNE, OW EN P
�\ W YNNE, JOA NN E
ZONED: P4 © aNE
E
USE: SIM E FA MIL Y
\04 -
USE: SINGLE SINGLE FA MIL Y
Required Plan Notes:
1) No site development activity including but not limited to testing, clearing, installation of S&E measures, or grading, shall
occur until required protection fencing has been installed and inspected. A protection fencing installation permit may be obtained
at the Planning Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation area, such as but not limited to historic buildings and
structures, wetlands, buffers and ponds..
c) Along the outside line of the 100 -year floodplain, and the outside edge of any riparian buffer.
PROP 10 TYPE B
4 All radia and support structures associated with an retaining structure s
/� .�-1 ) grading pp y g s hall not. encroach Into any required buffer or
BUFFER protected area such as but not limited to R'
,.- p ( RCA and critical root zones of trees, public utility easements and rights-of-way), and
NIF shall be contained entirely on site.
SCRUGGS, D 5 TEPHEN SCPUGGS, L ISA K 5 ) Site elements required to satisfy recreational requirements such as, but :notlimited to, play fields and greenway trails must
meet any applicable standards found in the Town of Apex Standard Specifications and Construction Details and the requirements of
ZONED: P4 0W & R80W p p e
the Town of Apex Parks and Recreation Department.
USE: SINGLE FA MIL Y 13) All water & sewer lines shall be installed with a minimum of three (3) ft of cover.
14) Maintain 18" minimum vertical separation between utilities.
15) Verify all illustrated utility crossings prior to construction and notify the engineer if conflicts are encountered.
16) Contractor shall coordinate utility relocation or abandonment with local utility companies as required.
17) Utilities will not encroach upon protected areas or run parallel through any required buffer.
18) All, metered connections to Town potable water shall have a Town -approved backflow prevention assembly installed.
19) Water & sewer lines shall be separated at least 10 ft laterally from existing or proposed sewers. Where local conditions
0000 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
PROP TEMP. at least 18 inches above the top of the sewer with a horizontal separation of at least three (3) feet.
BLOWOFF 20) All new public water and sewer lines contained within a Town of Apex Public Utility Easement will require a Water Distribution
PROP Extension Permit and/or a Gravity Sewer Extension Permit prior to the release of construction drawings. ags. All Water Distribution
FH4a
1 1
Extension Permit Applications shall be accompanied by a Sealed Engineer's Report per the Town of Apex Spec Book. Contact the
Engineering Division at 919-249-3394 to obtain the permit applications.
21 ut issued ) A plumbing mbing permi ed 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 Code Enforcement Supervisor at 919-249-3381 for information including the
EX. PO utilization of a third -party inspection agency.
Existing trees to removed denoted with -k
O" species*
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certificatio s si ed on the cover sheet of these construction plans.
e
%
jJ1A
Fire
CM Engi eering
Date
Public Works —Env. Programs
Date
�
Public ks— Electric
Date
_?-2 4
CM —Transportation
Date
Panning
Date
Public Works — S & E
Date
CM — Building In tions
Date
Planning —Transportation
Date
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER.
Milestone Developments, LLC
142 Tawerview Court
Cary, NC 27513
919 417- 4429
Project
Jordan Manors
Utility Plan
Dake
December 1 2015
Scale
1"=50'
Sheet
CS - 6c
1-3 M'71&
�—
u is Works — Water/Sewer
Date
Fire
Date
nL
.
Public ks— Electric
Date
Parks, Recreation & Cultural Res.
Date
N
Public Works — S & E
Date
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER.
Milestone Developments, LLC
142 Tawerview Court
Cary, NC 27513
919 417- 4429
Project
Jordan Manors
Utility Plan
Dake
December 1 2015
Scale
1"=50'
Sheet
CS - 6c

-- - - - - I \—EX 54 RIPARIAN
BUFFER
- I EX WE TL A NDS
II
./ . . . . . . . . .
Il
EXIS TING
TREES
11 I
I I
lI
4 .
NIF
WS --JPA LLC
ZONED: PDD
USE: VA CA N T
EX DR T PA TH
MATCHLINE111111IIIIIIIIIIII
A
�x
THIS SITE IS
REQUESTING FULL TOWN SERVICES
CONTACT FOR TOWN OF APEX ELECTRIC
UTILITIES IS RODNEY SMITH @ 249.3342
ONTRACTOR TO VERIFY ALL EXISTING
UTILITIES OF SIZE, TYPE, & LOCATION
GRAPHIC SCALE
01 50, 100, 150,
(IN FEED
I INCH = 50 FT
—ALL WATERLINE
INSTALLATIONS SHALL
BE OF DUCTILE IRON
PIPE & FITTINGS—
*DOMESTIC WATER SERVICES
TO BE 3/4" TYPE WCOPPER.
THIS SITE IS NOT UTILIZING PRIVATE
SEWAGE DISPOSAL.
41' SANITARY
SEWER
CLEANOUT
STD 700.02
3/4" WATER
METER
STD 600.01
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
. T
............ .
IAX
area, such as but not limited to historic buildings and structures,
X
wetlands, buffers and ponds.
V
M 0 C) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
4) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected area
(such as but not limited to, RCA and critical root zones of trees,
TP \\ //' j, public utility easements and rights-of-way), and shall be contained
entirely on site.
5) Site elements required to satisfy recreational requirements such as,
but not limited to, play fields and greenway trails must meet any
TPO applicable standards found in the Town of Apex Standard Specifications
;'10 and Construction Details and the requirements of the Town of Apex Parks
CP.
(P and Recreation Department.
N(p
13) All water & sewer lines shall be installed with a minimum of three
(3) ft of cover.
14) Maintain 18" minimum vertical separation between utilities.
15) Verify all illustrated utility crossings prior to construction and
notify the engineer if conflicts are encountered.
301 16) Contractor shall coordinate utility relocation or abandonment with
00 local utility companies as required.
0 17) Utilities will not encroach upon protected areas or run parallel
/0 through any required buffer.
,
000 -
00 18) All metered connections to Town potable water shall have a
0°
Town -approved backflow prevention assembly installed.
00 155-
00 19) Water & sewer lines shall be separated at least 10 ft laterally
6-6 00 from existing or proposed sewers. Where local conditions prevent a
OQ separation of 10 feet, the water main may be laid closer, provided that
0 the elevation of the bottom of the water main is at least 18 inches
0 above the top of the sewer with a horizontal separation of at least
�_/0 o 0 - - - - - - three (3) feet.
0
0 .. . . . . . 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 Engineer's Report
30'per the Town of Apex Spec Book. Contact the Engineering Division at
919-249-3394 to obtain the 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 Code Enforcement Supervisor at
919-249-3381 for information including the utilization of a third -party
inspection agency.
Existing trees to removed denoted with
0" species*
Z
rn
The signatures affixed below certify that this sheet has been reviewed and approved solely per
t ows signed on the cover sheet of Pese construction plans.
CM — Eng' Date PuYic Works —Env. Programs Date
V
CM — Transportation Date Planning Date
NA
CM — ilding Insp tions
Date Planning —Transportation Date
1�
X\
P lic ko-firs — W—ater/Sewer ate Fire Date
<
Electric Dae Parks, Recreation & Cultural Res. Date
Iv j
Public Works' S & E Date
A
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
- 'we
CA A?
§4
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Utility Plan
[�T
December 1, 2015
Scale
111-501
Sheet
CS am 6d
PROP. PUBLIC UTILITY
EASEMENT
EX WE TL A 1VDS
(TEMPORARY, WILL
BECOME FUTURE R/W:
7
PROP
D
.TEMP.
BLOWOFF
TEE #1
80'RESTRA
UPROP
I
PHASE 2
MH16
PRC
Awmwm�
2-8"
L
4,00NNOW
;PHASE I
PROP
Ca
FH 24
END #2
- - - - - - -
141J' RESTRAINT
SS SS
. . . . . .
PROP 8"SS
................
A.
-'PROP 3/4"
WATER MET
- - - - - - - -
OP-
- -- - - ---
M5 601 RESTRAINT PROP
SS SEI
LOT: 227 LOT: 226
EX. WETLANDS
--
- - - - - - - - -
- - -
1% ANNUAL CHANCE
FL OODPL AIN BOUNDA R Y
PER FEMAMA_P AiUMBER
0000C
'372007100OK'
0
000000
0 0
-
- - - - - - - - -
- -
0
-- - -
- - - - - -
00
000
0
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000
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0
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----------
000 0 0 0 0 0 0 0 00 0 00 0 0
0 0
0 0 0 0 0 0 0 0
C) 0
---------------------------
EX DR T PA TH
MATCHLINE111111IIIIIIIIIIII
A
�x
THIS SITE IS
REQUESTING FULL TOWN SERVICES
CONTACT FOR TOWN OF APEX ELECTRIC
UTILITIES IS RODNEY SMITH @ 249.3342
ONTRACTOR TO VERIFY ALL EXISTING
UTILITIES OF SIZE, TYPE, & LOCATION
GRAPHIC SCALE
01 50, 100, 150,
(IN FEED
I INCH = 50 FT
—ALL WATERLINE
INSTALLATIONS SHALL
BE OF DUCTILE IRON
PIPE & FITTINGS—
*DOMESTIC WATER SERVICES
TO BE 3/4" TYPE WCOPPER.
THIS SITE IS NOT UTILIZING PRIVATE
SEWAGE DISPOSAL.
41' SANITARY
SEWER
CLEANOUT
STD 700.02
3/4" WATER
METER
STD 600.01
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
. T
............ .
IAX
area, such as but not limited to historic buildings and structures,
X
wetlands, buffers and ponds.
V
M 0 C) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
4) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected area
(such as but not limited to, RCA and critical root zones of trees,
TP \\ //' j, public utility easements and rights-of-way), and shall be contained
entirely on site.
5) Site elements required to satisfy recreational requirements such as,
but not limited to, play fields and greenway trails must meet any
TPO applicable standards found in the Town of Apex Standard Specifications
;'10 and Construction Details and the requirements of the Town of Apex Parks
CP.
(P and Recreation Department.
N(p
13) All water & sewer lines shall be installed with a minimum of three
(3) ft of cover.
14) Maintain 18" minimum vertical separation between utilities.
15) Verify all illustrated utility crossings prior to construction and
notify the engineer if conflicts are encountered.
301 16) Contractor shall coordinate utility relocation or abandonment with
00 local utility companies as required.
0 17) Utilities will not encroach upon protected areas or run parallel
/0 through any required buffer.
,
000 -
00 18) All metered connections to Town potable water shall have a
0°
Town -approved backflow prevention assembly installed.
00 155-
00 19) Water & sewer lines shall be separated at least 10 ft laterally
6-6 00 from existing or proposed sewers. Where local conditions prevent a
OQ separation of 10 feet, the water main may be laid closer, provided that
0 the elevation of the bottom of the water main is at least 18 inches
0 above the top of the sewer with a horizontal separation of at least
�_/0 o 0 - - - - - - three (3) feet.
0
0 .. . . . . . 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 Engineer's Report
30'per the Town of Apex Spec Book. Contact the Engineering Division at
919-249-3394 to obtain the 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 Code Enforcement Supervisor at
919-249-3381 for information including the utilization of a third -party
inspection agency.
Existing trees to removed denoted with
0" species*
Z
rn
The signatures affixed below certify that this sheet has been reviewed and approved solely per
t ows signed on the cover sheet of Pese construction plans.
CM — Eng' Date PuYic Works —Env. Programs Date
V
CM — Transportation Date Planning Date
NA
CM — ilding Insp tions
Date Planning —Transportation Date
1�
X\
P lic ko-firs — W—ater/Sewer ate Fire Date
<
Electric Dae Parks, Recreation & Cultural Res. Date
Iv j
Public Works' S & E Date
A
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
- 'we
CA A?
§4
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Utility Plan
[�T
December 1, 2015
Scale
111-501
Sheet
CS am 6d

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/ \�+�L \/ ~>•..\ /r y, J'� ,� `\.' � \, ..// \\ ,/ \,V!'\\..dl/ RES 1RAI
16Q NT
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/\\ ,1'\ /k\ ^ I\ ,< \/o k _.,�..►" .- .. -1 �\ n r �� 1% ANNUAL CHANCE , f 21 ` oak
X 'h\<\ dam\ \\ r <\ Jar\\ d� f ( lown of Apex utilities proposed on these 19 pinetf
plans to be installed within areas located
within future NCDOT road R/W shall be 1 1'
located within an appropriate Town of Apex
utility easement with such easements being `
recorded and dedicated to the Town of Apex t
prior to the road R/W being dedicated to I
NCDOT.
EX 140' RIPA RIA lV'/r/. % 'f////, / . � � �
BUFFER % % % % '/, '/,'• • . �/ �, �. .. PROP. 20 PUBLIC 19 pi
�`\ UTILITY EASEMENT &
FUTURE 20' RIGHT OF WAY
0 / `_ ` (TO BE DEDICATED)
EX HOUSE
TO REMAINNANCES
wow wow woos
r
------ — -- EX WE TL A NDS
------ -- ---- --- p R I V r i
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EX. PP
18 n
---- -- --- --�
--- -- _ — -- p n
1
'EX,DRV PROP
.ter -• : :. . FH9
EX 30' ACCESS 1. �
EA SEMEN T
TO REMAIN �. I
! "1
r-
'r
I
20'
t�
EX WETLANDS
PROP TOA WATER
1 ' & ELECTRICAL EASEMENT
1!
I
I1
I 19
�I
---- --- -- — ` `� PROP 12" W/L
`� PROP 12" W/L
M
-201
_.----X a X '---- M M
PROP 20' TOA
WATER EASEMENT
v
cy
N/F
CHUPCH, NINA L YNN
ZONED. P40W 9, P80W
USE." SINGLE FA MIL Y
OP
r COTTON, VEL XVON O 60 T TON, HEL ENL G
I Z ED. 4 OW
USE: S 1 L FAMIL Y
\� II
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N/F
YA TEAS, ANTHONY W
ZONED: P4 OW
USE: SINGLE ! A MIL Y
..--_ - - --
y i
r i
I I V E
, EX. 0 VERHEAD
POWER LINES
N/F
TINGEN, FPEDDIE GIBSO
ZONED: P4 OW
USE: SINGLE FA MIL Y
PROP 12`" x 12" TEE
2-12" GV
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
V 50' too, 150,
(IN FEET)
1 INCH = 50 FT
-ALL WATERLINE
INSTALLATIONS SHALL
BE OF DUCTILE IRON
PIPE & FITTINGS -
*DOMESTIC WATER SERVICES
TO BE 3/4" TYPE W COPPER.
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b) Along the boundary of any other designated resource conservation
area, such as but not limited to historic buildings and structures,
wetlands, buffers and ponds.
c) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
4) All grading and support structures associated with any retaining
structure shall not encroach into any required buffer or protected area
(such as but not limited to, RCA and critical root zones of trees,
public utility easements and rights-of-way), and shall be contained
entirely on site.
5) Site elements required to satisfy recreational requirements such as,
but not limited to, play fields and greenway trails must meet any
applicable standards found in the Town of Apex Standard Specifications
and Construction Details and the requirements of the Town of Apex Parks
and Recreation Department.
13) All water & sewer lines shall be installed with a minimum of three
(3) ft of cover.
14) Maintain 18" minimum vertical separation between utilities..
N 15) Verify all illustrated utility crossings prior to construction and
notify the engineer if conflicts are encountered.
16) Contractor shall coordinate utility relocation or abandonment with
local utility companies as required.
17) Utilities will not encroach upon protected areas or run parallel
through any required buffer.
18) All metered connections to Town potable water shall have a
Town -approved backflow prevention assembly installed.
19) Water & sewer lines shall be separated at least 10 ft 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 Engineer's Report
per the Town of Apex Spec Book. Contact the Engineering Division at
919-249-3394 to obtain the 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 Code Enforcement Supervisor a
919-249-3381 for information including the utilization of a third -party
inspection agency.
Existing trees to removed denoted with—k
0" species*
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certi cations si ed on the cover she t of These construction plans.
—
AIS
Engi Bring Date Public Works —Env. Programs Date
-- r`-�-e 3'21-16
�M —Transportation Date Planning Date
A
:M — Building Inspections
Public Works -- ater/Sewer
Public Wa — Electric
Public Works — S & E
\)A -
P1 inning —Transportation Date
Ak4.�, 1�,- "?_ "
Fire 14 Date
Parks, Recreation & Cultural Res, Date
11l
iniel
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 sf. review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:.
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417_ 4429
Project
Jordan Manors
Utility Pian
December 1, 2015
Scale
V=50'
M
CS - 6e

A
<
A
4
♦
>\
Z
A
X
/3 4
V 3
X
A NNUA L CHANCE
FL OODPL A IN 8OUNDA R Y PER
FEMA MAP NUMBER
♦
3720071000K
............. . , N
NIF
Z 10
HOP TON, MP Y TL E H
ZONED: P80W
USE: VA CA N T
11630
PROP 24". DIP SS se,
EX. TOWN OF APEX
SA NI TA P Y SEWER
EASEMENTI PROP
MH1
PROP 50'- 36" CASING
k EX. WETL NDS
40,
J
EX 24 " SS L
A,
EX SS MH
TOP:254. 0 PROP. 50'
OU T:239. 80 TOWN OF APEX
SANITARY SEWER
EASEMENT
EX. WETLANDS ---i
t
-A
XXX
EXIS TING 24
SA N/ TA P Y SEWER A ND
8 " WA TEPL INE SHOWN
IN JOPDA N POIN TE A PE
DESIGNED AND
A PPPO VED 8 Y THE
TOWN OF APEX, BUT
NO T YE T CONS TPUC TED
EX 100'PIPARIAN
BUFFER 100.0
NIF
HOP TON, MP Y TL E H
ZONED: P80W
USE: VA CA N T
EX 8 8L OW OFF
-PROP CONNECTION POINT
ES TA TES I REMOVE 13/0 AND CONTINUE 8
W - W � W - Woo
EX. 8" WIL_
12; IN a ]*i "rT
M
41
41
PROP 20' TOA -`
WATER EASEMENT
20.0'
PROP BLOWOFF
STD 600.04
M
PROP 24" DIP SS
X
ly
I
(n
cc
PROP 24" DIP SS
2 pin *
PROP
MH 2—
E
_ik
PROP.. 50'R(
TOWN OF APEX
SANITARY SEWER
EASEMENT
O
EX WELL
EX HOUSE
& A PPUP TENA NCES
TO REMAIN
rM
WD
EX WE TL ANDS
GRAPHIC SCALE
50' 1W 150'
(IN FEET)
I INCH = 50 FT
-ALL WATERLINE
INSTALLATIONS SHALL
BE OF DUCTILE IRON
PIPE & FITTINGS -
'DOMESTIC WATER SERVICES
TO BE 3/4" TYPE WCOPPER.
THIS SITE IS NOT UTILIZING PRIVATE
SEWAGE DISPOSAL.
Required Plan Notes:
1) No site development activity including but not limited to testing,
clearing, installation of S&E measures, or grading, shall occur until
required protection fencing has been installed and inspected. A
protection fencing installation permit may be obtained at the Planning
Department or by calling 919-249-3426.
2) Protection fencing must be placed:
-X -X a) Away from any saved tree one foot for each inch of tree caliper.
__X b) Along the boundary of any other designated resource conservation
W/L PA area, such as but not limited to historic buildings and structures,
M wetlands, buffers and ponds.
c) Along the outside line of the 100 -year floodplain, and the outside
edge of any riparian buffer.
20' 4) All grading and support structures associated with any retaining
PROP 12"x 12" TEE
1-12" GV M PROP structure shall not encroach into any required buffer or protected area
FH 6a (such as but not limited to, RCA and critical root zones of trees,
M
1-8" GV (CLOSE COUPLED) A
PROP 20'TOA
1-12" x 8" RED. WATER EASEMENT public utility easements and rights-of-way), and shall be contained
entirely on site.
5) Site elements required to satisfy recreational requirements such as,
I ) P O
FH
but not limited to, play fields and greenway trails must meet any
6 applicable standards found in the Town of Apex Standard Specifications
3: and Construction Details and the requirements of the Town of Apex Parks
and Recreation Department.
13) All water & sewer lines shall be installed with a minimum of three
(3) ft of cover.
20, 14) Maintain 18" minimum vertical separation between utilities.
PROP12"W/L 15) Verify all illustrated utility crossings prior to construction and
notify the engineer if conflicts are encountered.
PROP 201 TOA
WATER EASEMENT 16) Contractor shall coordinate utility relocation or abandonment with
local utility companies as required.
/-PROP 17) Utilities will not encroach upon protected areas or run parallel
FH 7 through any required buffer.
3 18) All metered connections to Town potable water shall have a
Town -approved backflow prevention assembly installed.
PROP 12" x 12" TEE 19) Water & sewer lines shall be separated at least 10 ft laterally
PROP from existing or proposed sewers. Where local conditions prevent a
11-_12" V separation of 10 feet, the water main may be laid closer, provided that
8" 'V
100.0 %1_ 1-12.Gx 8" RED. the elevation of the bottom of the water main is at least 18 inches
18 poplar
18 pine +
♦
above the top of the sewer with a horizontal separation of at least
-Bou three (3) feet.
EX. 100' RIPARIAN iii'
BUFFER (ryp) ._A 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 Engineer's Report
%01
01
PROP 12" W/L
20.0'
PROP 20' TOA
WATER EASEMENT
PROP BLOWOFF per the Town of Apex Spec Book. Contact the Engineering Division at
STD 600.04 919-249-3394 to obtain the permit applications.
PROPTOA 21) A plumbing permit issued by the Building Inspection Division is
UTILITY EASEMENT 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 Code Enforcement Supervisor at
919-249-3381 for information including the utilization of a third -party
inspection agency.
NIF
CHURCH, NINA L YNN
CROSSING #1 ZONED: R4 0W & P80W
200' RESTRAINT USE: SINGL E FA MIL Y
PROP 50'- 24" CASING
VERT BEND #1
160' RESTRAINT--
PROP 12"x 8" TEE
1-12" GV X
`-----
1-8"GV
THIS SITE IS
REQUESTING FULL TOWN SERVICES
CONTACT FOR TOWN OF APEX ELECTRIC
UTILITIES IS RODNEY SMITH @ 249.3342
ONS TRACTOR TO VERIFY ALL EXISTING
UTILITIES OF SIZE, TYPE, & LOCATION
Existing trees to removed denoted with
* 0" species*
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cerci atl ns sign d on the cover sheet of Pese construction plans.
CM Engine ring bate Public Works —Env. Programs Date
CM — Tra nsporta tion Date Ylan-ning Date
L41 A A)A-
CM — Building In ections Date Planning —Transportation Date
I
-3h 4, L6
PublYc Wor Water/Sewer Date Fire Date
h(A
Public W%rks — Electric Date Parks, Recreation & Cultural Res. Date
Public Works — S & E Date
Ir
Al An
tn
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Utility Plan
Date
December 1, 2015
Scale
1"=50'
Sheet
CS - 6f

GRAPHIC SCALE
150, 300' 451Y
(IN FEET)
1 KIN = 150 FT
DENUDED AREA:
±44.0 Acres
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
WATERSHED PROTECTION
OVERLAY DISTRICT- Primary
ALL PROPOSED SLOPES ARE TO BE 3:1 OR
FLATTER, UNLESS OTHERWISE STATED
THIS PLAN PROPOSES TO MASS GRADE
THE SITE,, WITH 36% BEING GRADED PRIOR
TO THE FIRST PLAT. EXISTING DRAINAGE
BASINS HAVE BEEN PRESERVED IN EXCESS
OF 80%.
Demolition of Buildings Note:
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.
Landscape buffers (per phase) will need to be
planted or bonded prior to the first C.O.
Stormwater Run -Off Data
ExistN Conditions Total., Prie-Deve!wme
Pre-Dev 1 Year 2 Yeari 5 year 10 nar 25 nar 1 50 Ny - Li 0 ve ar
.9
Run-aff(cfs)_38.32 47.9 119.95 188-61 307.71 1 391-06 1 485.28
Rmposed Conditions Total: (PoIst-DeVeL0J12!LnJt
B.Nr #1 1
Post -De v
I I Ye ar
2 Ye ar
5 ye ar
10 Le w
25 y
±ar
50 yew
100 ye, ar
IRUn-off (&)r_
0-18
013
1J3
9-79
40.32
67.04
94.8
BIMP #2
-Air
N.
Post-Dev
I Year
2 Year
5 yew
10 yew
25 year
50 yew
1100y:!ar
Run-off (f�fs)
2.87
3.59
19.2-5
20.83
22-52
31-03
1 4304
BAIP #3
Post-Dev
1 Year
2 Year
5 ITar
10year
25 year 1
50 yvar
110
Run-off (cfs)
0. 19
Provided
BMIP Area LAC.) Descrytion L%1P. % AVG DEPTH
(mr-Ar) SA/DA
POOL AREA
P00L AREA
DINIP #4
(SF)
,fiini-vx
kavl
Post-Dev
I Year
5 yew
10 yvar
25 -year 150
yew
I 10i
Run-off (ch)
0.06
O�07 1
0-54
4.73
24.65 1
32.51
Wet Detention Basin
Remaining
4
2.56
219,201
Post-Dev
1 Year
2 Yew
5year
10 year
25 year
50 yew
11�e w
Run-off (cfs)
30-67
70-77
109-27
1 174.17
219.18
1 26913 1
1 26.76
_24.54
48.97
4
2.47
Total
1 28,779
35,916
4
.04
Wet Detention Basin
48.76
Post-Dev
1 Year
2 Year
5 ww
10 year
25 year
50 Nvw
100, ar
Run-aff (ch)
27-8
34.8
98-75
167V
306-74
433.52
571A
Required Plan Notes:
10) Retaining systems providing a cumulative vertical relief greater than five (5) ft in
height within a horizontal distance of 50 ft 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 brown, rust, or earth -tone color.
11) A Grading Permit, when applicable, can be issued by the Building Inspections Division
only after approval of tree protection fencing, S&E Measures in place and approved and a
certificate of compliance has been issued by the Public Works Department.
12) Prior to approval of a final plat or issuance of a Certificate of Occupancy, any
development where an engineered stormwater control structure is required, contact the
Environmental Programs Manager at 919-249-3413 to demonstrate that the required structure
is in place, that it is operational and that is complies with all relevant portions of UDO
See. 6.1.12 Structural BMPs. If the BMP structure is used as part of a temporary erosion
control measure, the inspection will occur during the appropriate phase of construction.
Existing trees to removed denoted with
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281,875
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Rev*s*ons
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Overall
Grading / Drainage Plan
Date
December 1, 2015
Scale
150'
Sh eet
CS � 7

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tnie
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revis*ions
01 /1 5/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2n d review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Grading / Drainage Plan
Date
December 1, 2015
Scale
#I
1 - 50'
Sheet
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Engineering Planning
Site U osign
1150 SE MAYNARD ROAD
CARY, NC 27511
[phone]
C-0329
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Revisions
01 /1 5/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan M ,anors
Grading / Drainage Plan
Date
December 1, 2015
Scale
111-501
Sh eet

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L
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WATERSHED PROTECTION 10) Retaining systems providing a cumulative vertical relief greater than five
100 ELEV. 2.6i.b2i", 1 (5) ft in height within a horizontal distance of 50 ft or less, including
OVERLAY DISTRICT: Primary
retaining walls or mechanically stabilized earth walls shall be designed and
constructed under the responsible charge of a registered professional engineer
LOT and comply in all aspects with the NC Building Code Sec. 1610. Retaining systems
LOT: I I ±281.0
x
meeting these criteria will require a separate building permit prior to start of
k NIF ALL PROPOSED SLOPES ARE TO BE 3:1 OR
:tZ8 1. 0 work. Retaining structure materials must be an integrally tinted brown, rust, or
>
UGGS, D 'S TEPI!EN S6PUGGS', LISA K FLATTER, UNLESS OTHERWISE STATED
earth -tone color.
W/
ZOND. P4 0 W P& 11) A Grading Permit, when applicable, can be issued by the Building Inspections
X
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V 0 U" U" y " �-,l (APy1kJVCt ki Tee -.rotec on enc ng, h lyleasu, es H p ace
and approved and a certificate of compliance has been issued by the Public Works
Department.
12) Prior to approval of a final plat or issuance of a Certificate of Occupancy,
any development where an engineered stormwater control structure is required,
contact the Environmental Programs Manager at 919-249-3413 to demonstrate that
the required structure is in place, that it is operational and that is complies
With all relevant portions of 1111n qnp A 1 19 Structural PUP if the PUP
LOT. 113 AREA (TYP)
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2 Demolition of Buildings Note:
IN, will occur during the appropriate phase of construction.
N, 0
A copy of the Demolition Notification from the NC
Existing trees to removed denoted with
Health Hazard Control Unit and an asbestos
NN,
0" species*
LOT:145\ inspection report from a NC accredited asbestos
P
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2 9 '60 \1
LOT: 112
demolition permit which must be obtained prior
PROP
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ine
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Landscape buffers (per phase) will need to be
EX 50'PIPAPIAN -LOT: 130 LOT: 1414
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BU;FER
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CM - Building Inspections
6ublic Works- Water/Sewer
04
Public Works - Electric
N 114
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Grading / Drainage Plan
Date
December 1, 2015
Scale
ill = 50'
Sheet
Public Works - S & E Date
11 c

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GRAPHIC SCALE
a, 5W 100, 150'
1 1 1 1
1 1 1
(IN FEET)
IINCH = 50 FT
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� DENUDED AREA:
±44.0 Acres
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
ION
OVERLAY DISTRICT: Primary
ALL PROPOSED SLOPES ARE TO BE 3:1 OR
FLATTER, UNLESS OTHERWISE STATED
THIS PLAN PROPOSES TO MASS GRADE
THE SITE, WITH 36% BEING GRADED PRIOR
TO THE FIRST PLAT. EXISTING DRAINAGE
BASINS HAVE BEEN PRESERVED IN EXCESS
OF 80%.
Demolition of Buildings Note:
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.
Landscape buffers (per phase) will need to be
planted or bonded prior to the first C.O.
n
be designed and
work. Retaining s
11) A Grading Perm
Department.
c. 6. 1. 12 Structural BMPs. If the BMP
Existing trees to removed denoted with '*'
* 0" species*
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certificeltions . ned on the cover sheet of Pese construction plans.
(
� � /,-) W,-� — .r-2,1-16
CV- En ering' Date Pu * s - Env. Programs Date
f!)A - M2_��� �� _?_���Ie
CM - Transportation Date Planning Date
I — P3 1A AJ h
CM - Building Inspections Date Planning -Transportation Date
ublic Works - Water/Sewer
v4 A —
Public Works - Electric
I w A
Public Works - S & E
N_�
Date FIT Date
I
—
- -
Date Pa s. ecreation & Itural Res.
Date
pl-
Ll I IR
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
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Revisions
01 /1 5/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, INIC 27513
[phone]
*
Project
Jordan Manors
Grading / Drainage Plan
X=
December 1, 2015
1 It = 50'
Sheet
CS � 7d

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/ � " _ — __ � / _ j / \ \ \ \ \ . : In \ \. \ \ Demolition of Buildings Note:
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____ __ // � / / - _ _._.� FENCE & SI'LT FENCE i l I I \ \
/ �. ,, \ / A copy of the Demolition Notification from the NC
\ } / ,/ -- - \ / \ \ \ I \ \ I j COMBO (TYP)I\ ` { \A//'F i `\ 1
\ /_ _. \ — _-__ ,\ I \ ` ' . / \ \ ; \ Health Hazard Control Unit and an asbestos
FUTURE ___ �' J \ TINGED FREODIE' I�SO�
/ ) � % " ./ 0 ` i . I ; / j ,\ \ \ inspection report from a NC accredited asbestos
_ PH i ; ' / `r - ~� - -1 � \ ! j 1 j' \ s,-- � --- Z ED: R\ 4 0W( \ \ �\ \ \ inspector must accompany the application for the
/ .f " - 0 � � / ( /- ,- -- \ �\ / / ; \0 " _ USE: SI GL E FA M%�. Y " demolition permit which must be obtained prior
/ \ \ { I' X W A I n e 9 �. \
.- - _ I ` i . .� -- \ \ \ i \ ; I E WE NQS / f i l = � � � to start of the demolition.
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C / � / ��_ _ � _.--� \ planted or bonded prior to the first C.D.
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FENCE TY '/ `,- \.� ~� \ \ _ _ -t� / - E-- `' ' - \ \ \ i f \ / � / PROP \ -i J >_ __ �, �\ \
(TYP) / ��_ , _.. / _ \I- \ M M -- �" . - - � ` _ \ } 1 \ \ �, _/ QB 60 ' � / ` \
___ _- __ ___ __ - \ / / .r- X �-}----�'' } \ � \ Re!I aired Plan Dote s
C ` " =--- rd` / r-- ! 1 i �, � \ / / / 19/ p ° P I > �" ' \ \
\ /
\ \ \ ! 10) Retanzn s stems rovidin a cumulative vertical relief ate/ than #lye
_1-1 M � _:. __- /I I \ \ , _ (o ft In height w�thtn a horizontal distance of Q
7C-""""�.. ,� -.-_.---- -- = , � `\\ \ \ /" 1 I / -p , \ \ ) g 5 f t o r 1 e s s , 1 n c 1 ud 1 ng
- nn -- \ \ \ / ._� retanin wall or mechancall stabllz d
-.....-- � / �, - ,; � ;- \ \ �- / Y'9 sc�'* * I �._____ � g Y e earth walls shall be dcstgned and
- _ _ \! \ i !
--�-/ - - \ PROP Dor constructed u der he res o b
._..- M j __ i _ \\ � � � \ ..� __ � � �\ �_ � "I',
n t p nil le charge of a registered professional engineer
_ _ - -- Dl � - _� --- -- y--- \ \ \
-•..- _._ __ _ � and
_ -� \ _ com l In all as ects with the N
,� _-�•- _-- :�-- � ,.- -- ,. \ P Y P C Buy lding Code Sec. 1610. Retalntng systems
�. \ \ �. .--- .-- / PROP CONSTRUCTION __
\ \ PROP PUBLIC_
-. - L meetn these criteria well re ulre a se orate bulldzn er ,t rlor to start of
M ._.- -- __ -- - �-- _.._ ,' _ _- - .-- r-- d � \ PROP TREE_ � .; '� -- __ -_ ENTRANCE #1 g q p g P mit p
Y / \ - DRAINAGE \
M / \ PROP
PROTECTI N � work... Retaining stn u to
...,,_ r � / i / / � O �\. g r c re materials must be an lnte call tinted brown, rust, or
--- l / /�, \ �, \ , - - EASEMENT CB 53 g Y
__ � / / / FENCE $ SILT FENCE -- -- - - \ i earth -tone color,
j / - ./ ,�` / I I � \ \" \ \ COMBO TYP -- _' -- - J .� - - _.__ --- _ � ` '` t
- - PROP TREE ( _ -__ZN 11) A Gradin Permit, when a lzcable can be issued b th din Ins e s
1 ,-- / '� � � � � `\ � `\ ---, ..-'' `� \ g Pp Y e Bull g P ctlon
PROTECTION- _ \ \ ___ C� \
\ _ �.�... _...- ,,: Division onl after a /oval of tree rotectlon f n
\ , Y Pp P e ting, S&E Measures In place
_ / / FENCE TYP 1 h
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�- .�-•-•- � -__-_ r e and a cert l f l tate of tom l l once has be
98 ..� \ � \ � ~�. -\ PP P en t slued by the Pub1 � c Warks
- _ __ __ /
82 .--' % ---�' ,--- ,-- rJ _` _ ri \ \ \ \� \ .,_ � �\, _.- _--- __ ` .-- - J ,'� j / \ Department.
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-- _ _` ' AREA TYP - - - - �- - /
(TYP)- - - -E \ 12) Prior to a royal of a final lot or Issuance of a Certificate of Accu ant
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_- - --. __ _- ,� � an develo merit wh e an n
'"'� "'•-�'` �{�- sa y p er e sneered storm�ater control structure is re u�.red,
11 - -� _- - --= - �--�,
f - - --- - - - -- `� _ contact the bnvlronmental Pro rams Maria er at 919 249 3 13 o d oris/ ate t at
/ / � i \ - - CIFi T - -
/ / ,.r
�`` _-- _ the re aired structure is 1n lace that It iso r
--------- aHE �-- , -- - M � ___�_ ,\ � l \ i � ` \ q P pe at lonal and that z s comps � es
/ -' r '�,WV - ��- �- - - - - w� th all relevant ortlons of UDCI Sec, 6. 1. 12 Structural BMPs, if the BMP
11 f iv.roo / / _ . - - __ __. _ ___ v -� structure is used as part of a tem arary erosion control measure, the ins ect�on
/ / - - - - - - 1m RCP r well occur durin thea ro mate base of constructs n
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\ \ gg01ECT, 'Z PROP TREE - - \
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\ \ \ \ i { I 1 i `� 0 11 \ /
CHURCH, NINA L YVN \ PROP � REE
) \ ) 1 1. � r.-• - � II t I I ( \ x \ \ PROTEGE ION \ \
/ \ \ \ I ZONE�� R4 0!�! & R'OW '\ I 1 /
/ \ / 1 \ I I I 11 \ 1 \ I. �� ' \FENCE (P) \
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� I I \ \ ` \ \ / �' — 1 ` \ \ \ / '\ I I I I I EX HOUSE I .....1;.._ � \ / — \ \ `\ \
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i / , I \ l \ \ i I - ,I' � I\ \ t \. / \ \ \\ \
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifi tions s ned on the cover sheet ofese construction plans.
- En tiering Date P s - Env, Programs Date
CM -Trans ortation Date Planning Date
p
N � n,} --
CM - Building Inspections
Date
Date
ublic works - water/Sewer
A
Public Works - Electric
Date
NIA
Date
Public Works -S & E
Planning - Transportation Date
Fire Date
n
Parks, Recreation & Cultural Res. Date
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towervlew Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Grading f Drainage Plan
Cate
December 1, 2015
Scale
11'-501
Sheet
CS - 7e

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F CONTRIBUTORY 0
AREA (TYP—)
Z
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& A PPUR rENA NCES
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PROTECTION
FENCE (TYP)
PROP TREE
wpPROP TREE
PROTECTION
/PROTECTION
FENCE & SILT FENCE FENCE (TYP).
PROP TREE*,-, COMBO (TYP)
PROTECTION '"N
FENCE & SILT FENCE,,--'
COMBO (TYP) 30 FUTURE
- - - - - - PHASES'
EX. WE TL NOS
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FOR ACCESS TO
—FACILITATE SS INSTALLATIONS
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'PHASES V
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PROP DENUDED EX WE rL A NDS
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TO EXTENT TO F
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\-INSTALLATIONS rn
PROP TEMP. -J
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(10,004 SF)
NIF
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PROP DENUDED ZQNED: R4 OW & P80W
AREA (TYP)
ES TA TEE- &SE. SINGL E FA MIL Y
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EASEMENT'''(T'
73
BE ACQ'U'IRED)`
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GRAPHIC SCALE
10(y 150,
(IN FED
I INCH = 50 FT
DENUDED ARE
A:
±44.0 Acres
AREA MAPPED IN 100 YEAR FLOODPLAIN
FEMA FLOODMAP #: 3720071000K February 2, 2007
WATERSHED PROTECTION
OVERLAY DISTRICT: Primary
ALL PROPOSED SLOPES ARE TO BE 3:1 OR
FLATTER, UNLESS OTHERWISE STATED
THIS PLAN PROPOSES TO MASS GRADE
THE SITE, WITH 36% BEING GRADED PRIOR
TO THE FIRST PLAT. EXISTING DRAINAGE
BASINS HAVE BEEN PRESERVED IN EXCESS
OF 80%.
Demolition of Buildings Note:
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.
Landscape buffers (per phase) will need to -b- e -
planted or bonded prior to the first C.O.
Required Plan Notes:
10) Retaining systems providing a cumulative vertical relief greater than five
(5) ft in height within a horizontal distance of 50 ft 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 brown, rust, or
earth -tone color.
11) A Grading Permit, when applicable, can be issued by the Building Inspections
Division only after approval of tree protection fencing, S&E Measures in place
and approved and a certificate of compliance has been issued by the Public Works
Department.
12) Prior to approval of a final plat or issuance of a Certificate of Occupancy,
any development where an engineered stormwater control structure is required,
contact the Environmental Programs Manager at 919-249-3413 to demonstrate that
the required structure is in place, that it is operational and that is complies
with all relevant portions of UDO Sec. 6. 1. 12 Structural BMPs. If the BMP
structure is used as part of a temporary erosion control measure, the inspection
will occur during the appropriate phase of construction.
Existing trees to removed denoted with
* 0" species*
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the; Ions signed on the cover sheet of these construction plans.
01— Engineering Date
s — Env. Programs Date
CM —Transportation Date Planning Date
pi LQ A)A-
CM — Building Inspections Date Planning — Transportation Date
-"Public Works — Water/Sewer Date Fire Date
Public Works — Electric Date Parks, Recreation & Cultural Res. Date
0" A
Public Works — S & E Date
„ II
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Grading / Drainage Plan
Date
December 1, 2015
Scale
50'
Sheet
CS 7f

I t
rc
I it Irr The signatures affixed below certily that this sheet has been reviewed and approved solely per
V j/ L the certifications signed on the cover sheet of these construction plans.
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p
r
rT
f 1 - " I/
0� pl�
It
PHASE 1 IMPLEMENTATION /11 Ir I I f I I k, 1, 1 1 NJ /,J" Date Public Works -Env. Programs Date
, - - --'- / I \ - Engineering
GRAPHIC SCALE 1 11 _J l N�,�L CM
it
V
It
150, 3W 45W J f
t xx
N fit I
-7
ing
J 7 C M - Tra nsporta tion Date PlaX
It
)4(1' Date
A
PHASE 2 IMPLEMENTATION
(10 FEET) N 11 N
1 INCH 150 FT
If I'I I f
J, Bu' -Transportation
Cm ilding Inspections Date Planning Date
f It I I
f It I
/* V
_y
DENUDED AREA: lyy
+ + PHASE 3 IMPLEMENTATION J Pub"orks - Water/Sewer Date Fire Date
x
V/ F
I " )
±44.0 Acres ti / / I I;1 / f /1, 1 1 1 1 1 1 N -------- ----------
IF---- ----
0
Public Works - Electric Date Parks, Recreation &Cultural Res. Date
it
N
t
X,
it it 3HAS 2
## RISERISKIMMER 13ASIN
i "I 4t'
It/
I / I f I Public Works - S & E Date
AREA MAPPED IN 100 YEAR FLOODPLAIN
1 1-7 J
N. J1 0.3 8 ac)-___,`\'
FEMA FLOODMAP #: 3720071000K February 2, 2007 ## DI VERSION DITCH /X -
N.
13
41
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WATERSHED PROTECTION __0 rX
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OVERLAY DISTRICT: Primary t I/ I J I -- ---- IV
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ALL PROPOSED SLOPES ARE TO BE 3:1 OR \4 f
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FLATTEK, UNLESS OTHERWISE STATED
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THIS PLAN PROPOSES TO MASS GRADE It
t1i f
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THE SITE, WITH 36% BEING GRADED PRIOR -Ni It
R-40 -, I I I I --- J , / , I /I / 11
K, I Lx r,
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TO THE FIRST PLAT. EXISTING DRAINAGE
J,
r - - - - - - - - - - - - - -
BASINS HAVE BEEN PRESERVED IN EXCESS 7 17
N, Akl 4",
IN
OF 80%.
7
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C
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7
it
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------------- YR ELEV. Y6144
it f ON
PH E 3
Demolition of Buildings Note:
A copy of the Demolition Notification from the NC
AS
I t it ;/lit k it
IHealth Hazard Control Unit and an asbestos inspection report from a NC accredited asbestos 261-1 (13.54 Jac),", PHASE
inspector must accompany the application for tl� demolition permit which must be obtained prior -------
t
l3equerre -also fot�4 or to start of the demolition. (18.67 ac)
r
),J4
3 pine
*Please contact Cliff Joyner,
1 17
F, t Zoning Compliance Officer, at 919-249-3433 I+ I/A
tbefore removing any structures on site
A
# ------
Construction Sequence +
+
Jordan Manors
IQ QMA
General: T-% 14
+ +
As noted on Sheet CS -8 of these plans, the grading and infrastructure improvements presented in these Phase 1 construction plans
UU Yl� t + + will be implemented in three (3) phases. +
See below for sequence.
y
+ J� C
The following sequence shal
tI be followed for implementation of these construction plans.
N1. Fill out Tree Protection Fencing Installation Permit Application (obtain from Apex Planning Department)
+;
2. Have a surveyor flag property lines, easements, buffers, tree protection areas, and flag the protection limits. f
/r7 3. Contact an Apex Planning Department Zoning Compliance Officer at 919-249-3426 and request approval of the flagged tree 'X.' V
0,
protection fencing locations. #4
+ '#6
4. Once limits are approved by the Planning Department, install approved protection fencing, and/or any other protection measures that may be required. N5. Contact Planning Department at 919-249-3426 for a final inspection of protection measures before obtaining approval to install S
& E measures and before obtaining a grading permit. (Planning Department will forward notification of approval to Public Works
FF-)
staff.) J..........
6. Request and obtain a Letter of Plan Approval for sedimentation and erosion control measures from Public Works staff.
7. Through the Engineering Field Services Supervisor at 919-249-3510, schedule a pre -construction conference with engineering + ............
4-
/r ... ........
inspector and other applicable Town Staff. ------
............
7- X . . . . . . . . . . . . .
8. After the pre -construction conference and consistent with instructions or directives received at the conference, install gravel + ........ .....
construction entrance, silt/tree fencing, and other perimeter erosion control measures indicated on the detailed sedimentation . . . . . . . . T
+
-phase of development-dimiting the extent of clearing to only that necessary to install 4- .......
and erosion control plan for the specific sub +/ 114 ....... ......
............ ...... U
iOO�RELEV.25.348
the devices and measures.
-249-3427 to request an on-site inspection 4- #1 ....... ...... ........ ........... ........
9. Call Public Works Staff at 919 and a Certificate of Compliance. 10. Complete Grading Permit Application (obtain application from Building Inspections Division). Once a grading permit has been +
+ ...... X
............................. issued by Building Inspections, arrange a pre -construction meeting with Building Inspections (Rudy Baker) at 919-249-3381 prior to #5
-construction conferences + .........
commencement of any grading activities. This meeting is separate and apart from any other pre t
required in this Construction Sequence. 'T X X X
0
X, or X X
11. Post Grading Permit prominently on-site at all times. i + <
-NOTE: Grading shall be conducted so as to conform to the implementation phasing depicted on sheet CS -8 of ... .... + X X- +
+
these plans.
X >; X -5
implementation Phase I (includes skimmer basins 3 &6, riser basin 4, and diversion sw les + X.
+
12. Install sediment basins shown on the detailed sedimentation and erosion control plan for the development, exercising care to
limit the area of disturbance to only that required to access the basin locations and construct the basins and associated outlet
X
:y
X
piping.
_EF
X
X
13. Install diversion swales, stormwater interception swales, and temporary culverts as indicated on the plan.
14. Begin clearing, grubbing, and rough grading of the site in accordance with the approved plan. 15. Asrough grading proceeds, ensure that stormwater runoff from all disturbed areas within the sediment basin contributory 7
drainage area boundaries shown on the plan are routed to the corresponding sediment basin. <
X > X X N16. As grading operations progress to attain required grades, install storm drainage piping. 17 X X
t
Install inlet protection devices, and/or other approved measures shown on the plans. Maintain S&E measures as needed.
Remove silt from riser basins as required. I X
JAY
-X- ---------------- 18. Soil stabilization shall be achieved on any area of the site where land -disturbing activities have temporari y or permanently 4(
r ceased according to the following schedule- All slopes steeper than 3HAV within 7 calendar days from the last land
X_
tN-activity and (2) all other disturbed areas shall be stabilized within 14 calendar days from the last land -disturbing activ disturbing ity. X
19. Stabilize site as areas are brought up to finished grade with vegetation or paving. r
20. Flush and clean all stormwater pipes. Clean and remove sediment from temporary sediment holding devices. -------
I t I 7
X, X o ed X
21. Follow BMP Construction Sequence found on Grading and/or BIVIP Detail sheets of the appr v plans.
'4 NJ -249-3427 to request an inspection to request permission to remove tempora X ---------------
ry erosion control
22. Contact Public Works at 919
001.� - Ndevices. X� X-, X<
23. Upon receipt of permission from Public Works, remove temporary diversions, silt fencing, sediment basins, etc. and provide
adequate cover or pave any resulting bare areas. Note: All permanent erosion control measures should be installed at this point in
the construction process.
V
24. When Vegetation has been established, call Public Works staff at 919-249-3427 for a final site inspection and to request a 0
it I // K
Certificate of Completion and permission to proceed with implementation phase 2. lit
itL/
implementation Phase 2 (includes skimmer basins 1 & 2, and diversion swales 6-10)
PHASE I
-follow steps 12-24 above; at final site inspection seek cert of completion and permission to move to phase 3) i Iimplementation Phase 3 (includes riser basin 5 and diversion swales 11-13)
Ll JI 8.67 ac
-follow steps 12-24 above; at final site inspection seek cert of completion to close out project)
7L7.
lit
25. Remove accumulated sediment from permanent riser basins used for temporary sediment control and modify the basin as
necessary to achieve conformity to the BIVIP plan for that installation as shown on the approved p ans 7�7,
N>
T
tNOTES: A. Contractor is responsible for maintaining, augmenting, and modifying (if necessary) the measures shown on the erosion control
tplans and referenced in this sequence of construction activities such that the control of sediment transport from the site is maintained within the limits established by the Town of Apex and/or other applicable jurisdictional authority. B. Streets abutting this project will be kept clean at all times or a wash station will be required. Such wash station, if required by the
town, will be provided by the contractor. C. In addition to conforming to the Construction Sequence as specified above, the contractor shall adhere to the specific Construction tSequence for culvert installation as presented on Sheets CS -8b of these construction plans. STRUCTURAL BMP CONSTRUCTION SEQUENCE N#6, The following must occur prior to Final Plat and/or Certificate of Occupancy (CO):
1. All structural BMPs must be installed in accordance with the approved construction drawings. n f ive (5) f t 00 ELEV
UZZ
2. 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. --------
3. Submit the appropriate signed structural BMP O&M agreement and maintenance guarantee to the
Development Projects Coordinator in Construction Management at [phone]. ng Code Sec. 1610. -built submittal has
4. A final inspection by the Environmental Programs Manager shall be conducted once the as tNbeen received. once approved, the Environmental Programs Manager will send a BMP approval letter to the
color.
Iowner. L lit
5. In lieu of structural BMP completion and final approval by the Environmental Programs Manager, the Town may a Nccept a performance guarantee in accordance with LIDO Section 6.1.12(G). If the contributing drainage
ap -----
area for the BIV1Ps is unstable at the time of final plat approval for a subdivision, the Town will allow a skimmer Department. Nk
-3 day period. system to be connected to the emergency drain sized to de -water the volume of the basin over a 2 ----
Porous baff les shall either continue to be maintained (if converting from a sediment basin) or be installed. Any
L
orifices must be capped or plugged. the N 6. All structural BIVIPs are required to be completed prior to a final CO for a site plan and issuance of 90% of Cos
within a subdivision. If the subdivision is to be phased, all structural BIV[Ps shall be completed prior to is Isuance of
90% of COs within that phase. k\\ c. 6. 1. 12 Structural BMPs. If the BMP structure is used as part of
f IN -
7. If a structural BMP counts towards RCA, the required landscaping shall be installed during the appropriate
L
growing season and coordinated with the Town Zoning Compliance Off icer at [phone]. r
f
L
l
r
Engineering Planning
Site Design
1150SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Overall
Implementation & Phasing
Date
December 1, 2015
01WI,
150#
Sh eet

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_\ --- '11\ - / _Z� _/_ /177,) -, / _)3 \ - �1_ // .> % '\ 3 __------ / /`�_ Z - - , \ \,, V _____ ----.,,PROP / I Z I/ � "\ - ? V - - ,4 ,, ) \\ - -_-1 -­ / Z 1_LO \ I I P ;A 0\, , --- , _ \ 11 I 10 __/ / / I - ,,//,_ 1-11, / P OP BA \\ / G 10a I _', --
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11 r', / /) /' CI3 201 - � 7___1_ __1 PROP CHECK _��, / � - ______�_ - - —/ / , / I I ______ I/ I/ - _/ � 7_�PROP i v I 1> - \ /PROP INLET A —7 . / FLS^70, X\/ N \ -\ _,, io '_1 /x -, - </ /// // -, I (c, " ,_ _ _ __V , \------\ / I - . --\ _-__-__ -, /_;- - ___ - __ - - __ - __ -7 N \�7 \\\\ \I , / , 1-1 / __ � .-.-*, . ! I I-"' /// I � \ 0/ I — . . , ­ - __ ____ \ It __ -" - - \� - NI � , (\�-,(, �_r/ I,\ � \ --\,\\� \ i\ __ ___ __ _,_\ \\,---- __ " 1 - __ __ - __ __ __ /// \ - I/ //_ - __ - __ ___ .-I- - __ - - ;_.;__ _. .. \. \ \ \ \ I-- -0;; __1 --- I 8 "___� ___ -.--" \ \
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I �/ /
GRAPHIC SCALE
n 50,too,rtoo,151Y
(IN FEET)
I INCH ~50rr
DENUDED AREA:
±44.0 Acres
---,%
MAPPED �pP�D IN 100 YEAR FLOODPLAIN FEMA FLOODMAP #: 3720071000K February 2` 2007
WATERSHED. PROTECTION
OVERLAY DISTRICT: pp'i,an/
ALL PROPOSED SLOPES ARE TO BE 3:1 OR
FLATTER, UNLESS OTHERWISE STATED
THIS PLAN PROPOSES TO MASS GRADE
THE SITE,, WITH 36% BEING GRADED PRIOR
TO THE FIRST PLAT. EXISTING DRAINAGE
BASINS HAVE BEEN PRESERVED IN EXCESS
Demolition ofBuildings Note:
Acopy ofthe Demolition Notification from the NC
Health Hazard Control Unit and anasbestos
inspection report from aNCaccredited asbestos
inspector must accompany the application for the
demolition permit which must be obtained prior
tmstart ofthe demolition.
*Please contact Cliff Joyner,
Zoning Compliance Officer, @t 919-249~3433
before removing any structures ODsite
_ ��~~' / _' ~ / °"�'°,"�^ `"='�L__ �
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- \ r -' � /� DAM`' '' ' \ ` \ - -- / _, '
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PROP. SILT FENCE
~"�PROP, TREE
PROTECTION FENCE
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is pnop o�rc� a^mzw
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-rmuri�z - - � .. - - - - � � � - - - - - - - - - - - - - - - - -`-, - ^` ^ ^ - ^ - lO) Ke�uinio� ayo�oma nrovidio� u cumulative ,artival relie[ �reater tbeo �1ve �V ��
' - ^ ^ - - - ' - - - ' - ' - ' - ^ - � � ^ ~ - ^ �/� /on'*/��*/ww \ io be1�ht vi�bio u borizoo�^l dimt�nce o� �O �t ur leoa. iuoludio� r*taioiu� v�ll� or
_ _ _ ^ _ _ _ _ _ _ _ _ _ . _ _ _ _ ^ ^, `z /_ - ^ ^ "�''�" �ecbaoicaUx atabilized ear�b �mUa �bull bo deaiQued aud coos�rmo�ed uoder tbe
� / .
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ rraoon�ible obar�a o� m ro�i�terod pro�eamioual en�lueez mod comn|y iu all am�ectm
_ _ _ _ _ _ _ _ . _ _ _ _ _ ^ , �_ ~__ 2.\-M, 1. _ - -.` ' vi�b zbe �C @uildiog Code Sec.1010. 8ecaloio� axo�em� meotiu� tbeae ocitnria "dll
_ �-- / ,�~-�- D161 19 ppla� reguire a aeparote buildlo� permit pr1or ta m�ar� u[ worb 8etaioiu� �tructure
- - - - - - - - ' - ` _- __� _ _` / _ -
__ _ _ _- '+~ / materials mu�t be an ln�e�ral1y tiored bro�o. ruot. oz eor�b-tuoe color.
- ' - - - ' -/ � \ /
' __~_ � il) � Cradiu� yermit. nheo annlicehle. cuo be i�aued by the Bui1din8 IuoDec��uua
- ' - - - - / (-- Division onl' afzer apnroval o[ �ree p�oteotiou faocioo' S�� W���urea iu Dlace aod
/ .�.�.
' ' - ^ ^ '__`/ �~v nxo'mo�w�/ww apvrnved und a certifioate ot oomnlimoce bao boeo imaoed 6r �he Publio �or�o
� ' _ _ ^ ~ / '',' mu���^r//rr/ Department.
- - '_ _'
�-�_~_�_ _ _ _ _ . _ _ _ _ _ _ _ ~ . . ~ _\ � ~_~�~�-V 12) Prior to approval of a final plat or issuance of a Certificate of Occupancy, any
, , ' ~-~~-~- davelopmen� nbere ao eo�iooerod stor�vater 000trol strvc�ure is required, contact the
` �_- - - - ~ - \ / ' ` ` ,
. ` � � _�~_~�- / ` ' ' ' i� �/' Buviroomental 9romroms �uoaoer a� 0l0-240-3�l3 to domonstzato tbat �b� reuuiza�
� /' - - - - ' ' ^ ' ^ \ __�_---- -- `` ' `` '' '` '' � '' / ' » '
-~ / ^ `` / ` ' ` ' ` /y/7r/ / �tructore is io pl000 thnt i� i� oper��iouul aod �ba� i� cmnnliey vitb a1l ralevant
\ ~ - - - -�--�� ~~0�~� - ^ - ' � /\_~-' -~-�--� � ` - / `>/' `^'� >| !/ \/ \/'~ ` ^ ` �m' ^r/ '
_=�_�~_ _�__~_- ___~~_-� ' �� ,' ,^ ,/ `` ,/``, ,' ~, ,,' `, '' \ ,,'`,, -~7�,, ` ^ /^ � - nortion� o� UD0 Sec. O. l. 12 Structural BMPa. If the BMP structure is used as part of
`^ -~> ^ `�('`� \ 1111.111. ^ ^ ^ ^ ^ - ^ ^� �� /-``_ / `� ' `�/' / ^`^' `�� \// `|/ ``^'' `|/' `�|' ^x(' `)('' `\ _V - c�_ _- a teomnrary erooioo cuotrol meaaore^ zhe iu��nc�ioo �ill occur during the appropriate
;
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Engineering
Planning
Site
Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
<919) 467-9708
C-0329
01/15/16 Per Town of Apex
1�t review
02/10/16 Town of Apex
2nd review
DEVELOPER:
Milestone Developments, [LC
142TowerviewCourt
Cary, NC 27513
/919\417-4429
U���^����� ��������K?�
�"��~����"~ "~"~�""�~"��
. �� /
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Control Plan
December 1, 2015
A,� / _1
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tni4cr6
Engineering
Planning
Site
Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
<919) 467-9708
C-0329
01/15/16 Per Town of Apex
1�t review
02/10/16 Town of Apex
2nd review
DEVELOPER:
Milestone Developments, [LC
142TowerviewCourt
Cary, NC 27513
/919\417-4429
U���^����� ��������K?�
�"��~����"~ "~"~�""�~"��
. �� /
i��K� / Erosion
Control Plan
December 1, 2015

__ - --- - - -1 ______. — - .11 - ....... - - -- - - - - - ------------------- I - ---------- -1-1 __ � . ...... ____ - __
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I ) ,) / , ( /-/,\-Il /X- \ / . f I // /`� ----/-7/-' `�---�— � ,� � 9'�3 � ,- "\ -�, Jordan Manors
\ , f I \ � / ,(�) � t � _.,
I J / __?L-�-� . \ � ,/ I "-I! \/ J -1 / � I ) ) � � ____ I / / , '11'1�8 /I V / / // i - ROP � � I/ / / Culvert Installation Sequence & Notes (Jordan Manors Drive)
/ / . / I I I --- I
� / / \ i 1/\\ � I\ ly, - ///,\),\ ll� , I / I I - �, I / ", I 1�; ) I/ __ ; � / / � / � \ I _­ I /-", //
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\ \/ � I I-,' 1�1 / ) -1 1. / �13 214 1-1 I N 11 ,
/\ ,< / I \ �, r "-/ F3(0 Ti Z I,- V I \ I /, �`PROP BASIN / J.,
X -_ i 'i q � Z / / ',� The installation of the culvert shown on this plan shall be conducted in conformity to the following
1 / ,/ PROP�IVN`RS�N � \\ �// \ I 1� , ` I i ) i . I , . / :
, DITPH/BE M (; P) I -- Il J, \ , I pi, 11 �/ / -
� _ I ,�/ I \\ /,�\ I \ I I I I // i / ? I I 6 I \ __ -, CONTRIBUTORY / /
� I I �� - i / )IIST�QING 0 --_ - -_ PROP /
� I 11 I \ I �, - ) I - \ /
I / . I \/ I J / i / / steps and measures:
, I / � II I/ , �- \, / i
I I . I - 1, ) I � I/ AREAJ7P)
I . > / \/ [1 I / / (I � ___/ CB 213 � ) /
I � 11 � 11, I I I � 1. ///",\\\ I ,-,\ \/ // j)\\ I /////- \ - I J I � ( / � 11 \, � ,� ///' I / III ,�k. - . - __ _/ - Z \ 11111111111111111111111111111111111111 : // -_ - __� / / / ) 1. No disturbance of the area in which the culvert will be installed shall occur until the materials
/ / ,/ / / I \/ !I \\ I \ i I � �. 11 ATC /
i J I I HLINE Ic / \ / wliw� �
f /I I I > /\ - I , V\\ /. 1 / I I 11 11 1 / / r-% a I / __1 \ _1/ / for the culvert and end treatment are confirmed as available for immediate delivery.
� / I,' ) I / \ � \ . i / I . _-AMMM07iiiiiiiiiiiiiiiiii` - __�____ \ \ - -
� i I � \ // I 11 // \"/��/ I f I ( � � / � � I 11111111111111111!0� - I . /4) , / -1 ,�, - - - /
/I I / . > I 11 � \ \ , , , N \--N I\ ____ I - A \ / 2. Timing of the culvert installation and associated land disturbance shall be scheduled so as to
11
( I � I \ // \ I/, I I / I \
/ � PROP CHECK I 1\ I \\ x '\ � . I I 4 / 9 I / '� / , / . ��/ / / " r \ I .. - PROP/DENI�DE
� I \ \ I I / � 1\ / coincide with a period of favorable weather forecasts for low probability of rainfall.
/ 11 --,DAM ('rl ) \\// // k\ I I �- '\ I '� � / " � Is / / / I I\ � // / / / / /1 ______1 I � �1_ ",i�', _.,� AREA (TY)PL)
/ I I � / � ,,�, ;� \ . //\ I \\ � I \ '1/ . \ � i \ / \ / 1�� . I - -A \ \ I" -1,I 3. Following installation of tree protection fencing and silt fencing in accordance with the
I I I I \ I -Irl, / I I , I / / / ,,v5 L" \ \ .1
/ / ) ) . I . A� \ I 1 � , \ \ / / �� � / / "I - - �) \ I I`1 overall sedimentation and erosion control plan (and approval of such installation by the
/ / \ X \ I'll � t I � ( PROP . - � I/ (�_ ---� \, ___1 1. / �, C§? /� � rlu
.
<___�_____1/ -------- �1 1 . / , \\ /;1�1\ /X�\ // \\ \ �� 1� I \1 \ \ � I / � � r / , � \ III, - _/ I erosion control inspector of the Town of Apex), conduct clearing only to the extent necessary
-
/ / __4__y___1 \\ /I \ \�� / U)k,\ , \ I I t I PROP � "I I - ('� /
-11
� \ I � \ � , CB 30b/ _/ / / / __�_�__ /
/ I ,� I -__�, 'Q�_, PROP DENUDED � /
/ / �i ;/,, \ . I \ � ')/ / , ) - AREA'TYP) k _,__� J to provide for access to & implementation of the following items:
I / / i / / _1/ \ � /Iv�\, " I \ I I \ \ � I \ CB 31011\ 1 �, \ __1
I /I I \ \\ *)O, \ \ \ \ \ I \ \ � 1\ V /,� � If- ) ( � I-, _A� (- - -
/ . \ I \ /X_� \" � -_ , / / I /� ) \ . . / _-� Z "
i / 1_\ / I -1 I \ I< I IV I \A, Iiiiiiiiiii�', - �i \� , \ _1? \ \ \ / / a. Excavate a temporary diversion channel with finished dimensions of 4 wide base with
/ I", I \ / \ ,\ '11( I \ \ \ . � \ � � \ \ 16'RCP /� I/ /
I) / 1) // \ // \ '� I 1:1. 'I I \ \1 I/ / / , PROP TREE 1.5HAV side slopes, and a minimum depth of Tin the general configuration depicted on
I , I I � I �' / I PROTECTION
,
) 1/1, /" _� P�10 P T ( I ,< I \\ / ( . �,�.. I :Z-1 \ \/ \ I/ / - �, \1 � PROP INLET \ � I— N __\ �/ / I / / / --'/' /�(/ - /I N \ J 1// / these plans. The channel shall be armored with a minimum thickness (below finished
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,\ / / / " \ I \ I � - , // \ I , \ \ PROTECTION (TYP), \ \ \1 FENCE (TYJP) Z, . --I- _1_/ ,,,P/ROP TRE
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� ROTECTION) \ \\ I -,\"/ I 1 I I ) � � � I \ \� / �1/ /I / I/ / \ \ \ \ - / . . / -1 dimensions) of Class B RipRap.
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,I / COMBO (TYP) I I L� I \ \ \ / � � -k ) I "' ___7 , �_ `� � FEN C'E, (7n b. Construct a temporary diversion berm at the upstream end of the proposed culvert
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I ,X I I C * I '> 11 � _/ �, � \ � / location. The diversion berm shall be a minimum of Twide at the top with 1.6HAV side GRAPHIC SCALE
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/ I 1\ � \\ I /,- I I / I � , / / / I/ - _N . / slopes, and a top elevation a minimum of 4' above the proposed invert elevation of the sw 1001 151Y
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I i \ /� \ I /\� I / I \ / // . I J // / I__ / / / /// Z PROP `\ Ivert. The diversion berm shall be constructed of Class B RipRap. 111111111111111111 ___-1
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� 11 I /,-- ) \\ \/ J( I I � , / � 1 / . / / / / / �_ . / CB 211 \\\ %\ - I-, c. Upon completion of the diversion swale and berm, install portions of foundations for
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\ __ _1� - , 7 � \ \ � - ,V / I / N ,--,PROP DIVERSION \' I I v1 / / / / - - _-, I'll / \ / / I O' either side of the proposed culvert centerline.
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� � I \ �, I lllll� � , \ 1. d. Install the 64" culvert.
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� \ I -1 \ \ � I I � I . I . � _____� � / I I 11 --- /1- � e. Reconfigure the RipRap comprising the diversion berm so as to direct the channel flow
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"I \ \V \ \ /, :",��, ) , \ \ ,_ -_ Z _% \ \ f. Abandon and remove temporary diversion channel.
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I/ ) . // '' \ \ I \ \ I \ PROTECTION I \ \ / - / / _/�, / / 1 1. Stabilize all disturbed areas contributory to the culvert.
I- I 11 - 1�1 I i AREA MAPPED IN 100 YEAR FLOODPLAIN
. / / / , \/ 1� I / \ 1, �. \ \ FENCE & SILT FENCE 1\1 \ 1/'-/ / " � / , i PROP I j. Remove riprap armoring at the upper end of the culvert and restore the area to natural
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/ I", ) � \ . \\ /// \\\ /,// \\ \/// )\ I \\\ �/ //` \1 \ \ I \ \ / I,- f \ ) \ / conditions as much as practicable. FEMA FLOODMAP #: 3720071000K February 2, 2007
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! � I � \ \ t-, \ \ , \ --:�-- PROP DIVERSION / I / BASIN 3 � ' - -- ��-E��� 11_­:� ',- -_ , -_ A copy of the Demolition Notification from the NC
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�> \,\ __�' PROP DIV - SION -- I - Health Hazard Control Unit and an asbestos
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Engineer*n Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /1 5/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Staging / Erosion
Control Plan
11
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December 1, 2015
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ELEV.: T9.86 k,
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Demolition of Buildings Note:
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.
*Please contact Cliff Joyner,
Zoning Compliance Officer, at 919-249-3433
before removing any structures on site
Required Plan Notes:
10) Retaining systems providing a cumulative vertical relief greater than five (5) ft
in height within a horizontal distance of 50 ft 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 brown, rust, or earth -tone color.
11) A Grading Permit, when applicable, can be issued by the Building Inspections
Division only after approval of tree protection fencing, S&E Measures in place and
approved and a certificate of compliance has been issued by the Public Works
Department.
12) Prior to approval of a final plat or issuance of a Certificate of Occupancy, any
development where an engineered stormwater control structure is required, contact the
Environmental Programs Manager at 919-249-3413 to demonstrate that the required
structure is in place, that it is operational and that is complies with all relevant
portions of UDO Sec. 6. 1. 12 Structural BMPs. If the BMP structure is used as part of
�9 11111, 1 1�� � \ a temporary erosion control measure, the inspection will occur Curing the appropriate
I EX. PO
C)PnP QVIRAKA;: i I phase of construction.
PROP BASIN
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SEE CALCS CS -39 PROP '2\0 pine AREA MAPPED IN 100 YEAR FLOODPLAIN
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PROP DEN ED
1 t 1 , f FEMA FLOODMAP #: 3720071000K February 2, 2007
PROP INLET
1Z\ WATERSHED PROTECTION
PROTECTION (TY1
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V OVERLAY DISTRICT: rimory
PROP ALL PROPOSED SLOPES ARE TO BE 3:1 OR
V /;
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The 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.
CM - Engineering
Date Public Works -Env. Programs Date
NA_
CM -Transportation
_1*
Date Planning Date
NA -
Date Planning -Transportation Date
CM - Building Inspections
Date Fire Date
ublic Works - Water/Sewer
Public Works - Electric Date
Public Works - S & E Date
Parks, Recreation &Cultural Res. Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Staging / Erosion
Control Plan
Date
December 1, 2015
Scale
1"=50'
Sheet
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J / `- - ___ \ : r ;-- _ \ 1 \ \ . `1 i ' / 1 g /y/ ' z.. I, `M \ \ ! \ \
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f - � / , � \ \,, / ' / / ) 1 i _ , ~; \ \ o PROP JUNCTION BOX
/ -4 _ \o / r \ I �, f' \ ` y- EX. HOUSE \ \ \ \ \ `-' / i ' / l \ �. I ` \
�_ `- \ -TO BE REMOVED- \ / -'!- __ _ _�_ 1 - ,N
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f FENCE &SILT FENCE \ \ \' \ \ / ' Ssz 1 \ PROP INLET PROTECTION
/ \ __
__ \ _
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\ � \ \ EX. FENCE y ; \ \ \ \ f 1 `---�
/ / . � � C � PROP DIVERSION DITCH
/ / ; , / fes. ---.� \ \ 1 PRO CHECK me* _ -- . �
i I PROP SILT _ \ / (REMOVED AS REQ'D) - - --- - .. _____ / \ 1 \ \ \ l / ____ __ / / % % '' \ \ \ / / DAM(TYP) _ _ _` --_--_�_ / > FENCE (Tl(P) f ( ( / \ \ , \ / - `\ N!F \ ED
CONSTRUCTION ENT- _._ ' , 1 \ \ PROP \`(fit
�.. / w, e TINGEN, F�'E�f3lE GfBSDXV 1
I \ � l J / , \ \ \ f / r FES 50 f �,
__ -- ---- _ / - / I \ i 1 \ , / / f � ZONED: R4 #�W
__. % _---'-' EX. SEPT/C ,./- - -- \ I , / / w''[`'� f15E•' SINGL E FA MlL Y t PROP SKIMMER BASIN
PROP SILT / � 1 \ ®.�. _ _ \ I � \ / ! / d j ; - \ I
/ / \ TO BE REMOVED /, f / E- '"' � � \ � � 1 I � PROP \I � I \ \
FENCE (TYP) \, � - % - ,>' —L �- \ ! I; \ / CS 50a —, _" _ \ __ ,
--
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\ /
0
- -- r-- - - - / � \ \ / / \
_ - f , \ EX. WELL
/ - s \ i \ � f -/ / 1Y9 s * I �, �
_: -_` -= _ .J� Required Plan Notes.
-- - _- - _. ,- � _ .- _ �_ �i I -To BE REMOVED- =' (P'�ROP oo�
111
- �-
\ f I PROP CONSTRUCTION \
r
- \ \ \ — J ,-
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/ _ 25
/ ...r---------- � _ o i0 Retalnl st v
�, s _.._ _ ) n s ems ro xd�n a cumulative vertical rel of tE,� than five f
- ._.-.__ � � - � - -- ,,� .-_ ..- \ \ �. PROP TREE_ � r ,- __ -- -- _._ -- -- _.._ .__- � .,, - ENTRANCE #1
g Y p g x Brea e {5) t
;/ - -_ I / \
� - PROP • • •
� / ; / \ , O ECTION g zthin a horizontal datstance of 54 ft or less, �ncludtn retann walls or
--
-, PROP DIVERSION / /�\ \ \ \ _ r - - CB 53 '' g g
FE
; NCE & SI'LT FENCE �-- ..- 1
_ mecha � 1 b d
�. ✓' � 1 _--- � n ca 1 sta ll�ze earth walls shall b d s
DITCFI%BERM TSP -- �--- / / � � \ \ \ ,-- _ . ,_ � Y e e �gned and constructed under the
1 ' { ) \ \ / COMBO TYP - __� - __ _ / � \
PROP DENUDED / (TYP)- ,
- / `� - . :
__ � ! � � �,, .-- �� Q respons�:ble char e of a re lstered rofesslonal en ineer and com l �n all as eets
.� - - --- 1 �-- `� AREA TYP � -- � I \ -\ � �, o ---, / _ __ _.-- O .�. \ \ g g p g p Y p
(TYP)_ 1 1
- \_ \ \ \ _ _ _. w with the NC Bul ldin
I � _- � --� __ \ � � � \ - - .,,� � .- __.__ - ._._ a, g Cade Sec.. 1610. Ketain�ng systems meeting these criteria will
-/ \ I _
�- � \ �. ` re ulre a se urate bulldln
__ � \ r � � ` � - - ..•. - ` _ , ._-- __ � - \ q p g permit prior to start of work. Reta�ning structure
-- � - \ \
--' / } \ `° - - - - - - - - - - ' materials must be an lnte rail tinted br wn rus -
:" � _ - .- , /
o t, or earth tone rolor.
�--�'" � O( 0 PROP BASIN_ __. __ � 1 � __ % -- � \ � - - __ j - � \
/ _ lJ 1 ✓ / — --- \ \
. 1 _.- _ _ � _._ __ - �,. __ ., / �_ -_ = 11) A Grading Permit, when applicable, can be �:ssued by the Bulldlrl Ins: ections
-_ - --- t CONTRIBUTORY ) \ \ - _ - - - - _cr,- of g p
_ - \ ''` s \
EX. STRUCTURES R � - � _ _.._
--- __-. UC T U ES # .
j - __ __ __ �J`" Dlvls�on onl after a royal of tr
AREA (TYP)- - -: _-- �-U � `--- - � - 1 Y pp ee protection fencing, S&E h!leasures In place and
...• 4 ) 0\ I _ - - - - -- __._ _ - PROP CHECK \
- - � -TO BE REMOVED- e _ - - _.. n sa
-�'�� _ > a roved and a certificate of com lance has been lssu d b bl� fi
-` / / '~� _ will- - - - - -- -� -. GHE — DAM (TYP} \ \ L Pp P e y the Pu c or s
/ Z n PROP TREE `� �c - - - -- -Z
!—� \ `� Department.
___ / f PROTECTION ` ) / - "� t \ �'E° _ -- __Y_, \ p
"- -
/ /t _ . __ \
�" FENCE TYP � .�-- �-- �•, r�►E. - ._ PROP DENUDED- - �- - ---_ � .a .. 12 Prfor to a royal '
- _.- (TYP) s _- _ � -- r .--r- '\� � OSE .i---- -_ -_. ,� .. \ J � \ ) pp of a final plat or issuance of a Cert�flcate of Occupancy, any
_� - ' ` - -- _ =AREA TYP i - _ _ p t a \_
1-1
...•• / /' _ L (TYP)_ _ _ _ ,_ develo meat where an en zneered stormwater control sir t
,, f '� ..- :_ -- �... __ -- __- _.- -- �- `� '� - __ ._._ ,..� ..,..., _._ ,,,. _ ` _•,,, .-- °c» . -� �, t p g uc ure is reciured cantact the
,�-- / ,� _ ._.- __- � 1 \ ._.• f __ __ - -- -- ,8 ,�P
I-, /� i - — -- ---{ \ - _- ____ - - 305,52 / lronmental Programs Manager at 919-249 3413 to demonstrate that the required
/ / i / __ - �' 1 `i-- - : - _ � =- - � C� - 1 1 structure is in lace that it is ,
,. {'� , ,r ,! / � !-� _ f �,,.._. � �,, _._. y � \ � �,.. _ s. ,� �... � p operational and that zs complies with al relevant
/ PROP DENUDED r � - � -� Q _ - - _ \., t, portions of LDO Sec. 6. 1. 12 Structural BMPs. if the BMP structure is used as art of
\ / / / / / / � ---- _ -- � ,,E
.�� — — — ,
AREA TYP / _ © _
/ -•-�,; 1 �-__ _. - � � \ a tem orae erosion control measure th
/ / / (TYP) / ' ti's _ -^- ` - _ - EX- \ p Y e ins ectlon wi 11 occur dura n the a
/ / / / / / / I \ \ � - �.. Y _ __ f 'a .w.48• -., \ \ hose of construction. l g pPropr2ate
\ k i Ir I I / / / r /r / ,/ / ) \ \ -^-- . ' { _ _ - - _J _ - :•._. -" " I-,--- -PROP INLET
T - 1 - --- \ a« � � ``,, \ p
{{ -
! \ I / / PROP TREE / / I _ _-- (TYP) �_
\ \ \ I / / / ! /PROTECTION / / i 1 \ f \, ---.. - - - - --.- PROP _ - \ \ "I � �/ \
- _ \
\ ._.._. / / / / / / FENCE &SILT FENCE ;' / / 1 _ - - CB 54 \ \ � `� \
' \ / ! /' ?COMBO (TYP) / / /
\
1� 11 \ � \ \ f / _ _/ / / / ' / / / / 1i /__ ___ - -, ,.._. -_ PROP \ \ __ -- \ .
,\, \ \ \ \ I --{- , ? "I ._ O PROP INLET \ _DI 52
__ .� I- \. \ \ 1 I i•, t \ -1) f / / � /'' �skow �� PROTECTION {TYP) V \ - �
�11 � , \ \Iiiiiiiiiiiii-. � � \ -_ The signatures affixed below cent that this s has
_PROP TEMP. - r \ certify sheet s been reviewed and approved solely per
\ \ \ PROP BASIN \ I - ----'` - - - - GRADING EASEMENT - \ -- the certifications signed on the carver sheet of these construction plans.
\ \ \ \\ \ \\ \, \ \ \ \ , CONTRIBUTORY / / ` -_ Qt Y '' -_ 16,310 SF \ t \ \ \ \ g p
�� .
�- � 1'' ~` .\ \ \ \ \ \ AREA (TYP) >__ � pRO�C� r- / � i PROP' DEN DED ( - . � ' \ ,/�_
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�,_ � ' - 1-1 � '\, •\ 1 'L. \� . __ �_ t'' -``)111 I --� . AREA (TYP) ;- -' -- - -_ \`' `-� , CM - Engineering Date Public Works - Env. Programs Date
\ \ \\ \ \ \ \ _ , / ,% PROP TREE - - \ \ g g
\ g
�` � �- \ \ \\ `�.. \ �` `\. _ \ '--- , -.�, � '1 � / / `� '' ��"` ..,,,,� r / �' PROTECTION. � � -- �� � \. � � s
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/ � - "- \
: \ /��
\ \ / 1 � / _ k NL
� --� �, ` � ( � I , / � � � ( i `� \� ,- -= \\ \ \ \ \ \, � ,� \ \ \ \ \ CM - Building Inspections. Date Planning -Transportation Date
III
P (
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\ \ \ \ ; \ � � \ I \ \ EX. HOUSE \�`'` I `, � \ / \ \ \ \ �\ \ \ Public Works - Water/Sewer Date Fire Date
\ � -- \ \ \ \ \ \ J/ �I i N/F \ \ �?, \ \ { !� ,- ` � \ __ !- \\\ \ � i \...:\ \ \ \ ` 1, I I l / -- -- - - { i \ 1 / PROP TREE \ o4 l
-- \ \ \ \ CJ i'URC/-/, N%/�/ L i'�N I � I I I ( \ PROTECTION \ 1 � \ \ Public Works- Electric Date Parks, Recreation & CuCtural Ftes, Date
/ \ � -`'} J �\ \ '\ \ ``` ) lV � W R 80 \ � �.. _� � � I � - � l) \ � � ` \ \ 4 ;' FENCE (TYP) \ \ \ \ ..-� - -\
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l 1 � � \ j \ 1 \, 1 \ 1 \ --- I��OP cHE \ \
'� -\ 1-1 / `.. Public Works - S & E Date
1 I \ \. ,. � / \ � \ 1 1 I 1 /1 \ \ / / - \ \ \ \ \ \ \1 if
+. l 1 \ I \ 1 1 \ \
- _- / — \ \ J I I \ ( \ 1 I I 1 l \ 1 / \ \ \
I 1 i \ \ \ \ t
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01%15/16 Per Town of Apex
1 st review
02/10/1' 6 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towervlew Court
Cary, NC 27513
[phone]
Pro'ect
Jordan Manors
Staging/ Erosion
Control Plan
Date
December 1, 2015
Scale
ill
- V0`
Sheet
CS - 8e

If
X
N/
X OPTON, MR . . ....
F
\ Yve
Z/ 0000
ZONED: P80W
00000
21 pin
USE: VA CA N T
<
1%. ANNUAL CHANCE
FL OODPL A IN BOUNDA P Y
PER FEMA MAP NUMBER
3720071000K
PROP TREE
Z
r
PROTECTION
�RIVE
X, /FENCE (TYP) EX
PROP TREE
PROTECTION
Ix'
FENCE & SILT FENCE
COMBO (TYP)--
Z
GRAPHIC SCALE
50'
150,
N J 11 @
_4L EX, WELL
(IN FEET)
110,
EX HOUSE I INCH = 50 FT
0ge PROP TREE
PROTECTION /& APPURTENANCES
I
FENCE & SILT FENCE TO REMAIN
PROP TREE --COMBO (TYP)
DENUDED AREA:
PROTECTION
FENCE (TYP)
WD ±44.0 Acres
\P 0
ROP TREE',, ­ --- /
PROTECTION IF -4 11-1
FENCE & SILT FENCE U krXIS TING
COMBO (TYP) TREES' AREA MAPPED IN 100 YEAR FLOODPLAIN
r
FUTURE/ FEMA FLOODMAP #: 3720071000K Februar 2, 2007
,--EX. WE TL A NDS y
___0p
V WATERSHED PROTECTION
-- -' \ I _ _ _ / :. \ } — i _ i / __ _ _. 4 OVERLAY DISTRICT: Primary
12* PHASES x
EX WE TL A NDS
ALL PROPOSED SLOPES ARE TO BE 31 OR
L J
FLATTER, UNLESS OTHERWISE STATED
X J.
JEX WE TL A NOS THIS PLAN PROPOSES TO MASS GRADE
THE SITE, WITH 36% BEING GRADED PRIOR
TO THE FIRST PLAT. EXISTING DRAINAGE
BASINS HAVE BEEN PRESERVED IN EXCESS
FENCE
PROP BASIN PROP DIVERSION OF 80%.
CONTRIBUTORY PROP SILT
AREA (TYP)/' FENCE (TYP)
DITCHIBERM (TYP)
V #1
Demolition of Buildings Note:
PROP SILT --- --- -- -_ f —
A copy of the Demolition Notification from the NC
FENCE (TYP)
PROP DENUDED Health Hazard Control Unit and an asbestos
PROP TREE AREA (TYP),
inspection report from a NC accredited asbestos
PROTECTION
FENCE & SILT FENCES
inspector must accompany the application for the
COMBO (TYP)
demolition permit which must be obtained prior
I;D
to start of the demolition.
EX. FENCE *Please contact Cliff Joyner,
PROP CHECK Zoning Compliance Officer, at 919-249-3433
DAM (TYP)
before removing any structures on site
CD
0\0\
PROP. SILT FENCE
PROP. TREE
Z PROTECTION FENCE
— — \ \ 1 \ \ \ \, \ 1 \ \ J -✓ e i' /X
000__ PROP STORM DRAINAGE
PROP TREE
0 PROP JUNCTION BOX
PROTECTION
FENCE (TYP)
\ ` \ \ \ / \ ? \ a I t �`� ( \ / / PROP CATCH BASIN
PROP SKIMMER
BASIN 6 PROP FLARED END SECTION
PROP DENUDED
SEE CALCS CS -39 AREA (TYP)
Z
PROP INLET PROTECTION
yp\ ELEV- .25'
__-1111111� I , I / / K PROP SILT < PROP DIVERSION DITCH
OUTLET(TYP)
100 \A
0\ J
7
PROP TEMPORARY
7 CONSTRUCTION ENTRANCE
PROP BASIN,
DROP DIVE CONTRIBUTORY
U --AREA (TYP)- PROP SKIMMER BASIN
\bItCHiBbRM (TYP) ION\
�/ \ % .. \ }
PROP TREE #2
CP
9%.4 PROP TREE
PROTECTION
Zt71A \ \ '_ ---, PROTECTION
169,W 1\
FENCE & SILT FENCE
PROP RISER BASIN
COMBO (TYP) -FENCE (TYP)
X
l fit/
L PROP CHECK V _T TNTn &ply
1EX 100' IPA A N I \
I \ '_1 1\ 4 -_ - , Jim
I-, DAM (TYP) I P
qu 6�001116100
i/
Required Plan Notes:
HO)Y TOI1, MP kTL E H X
�,,ONED�\- P801�-
N 10) Retaining systems providing a cumulative vertical relief greater than five (5) ft
r .� ' l \ in height within a horizontal distance of 50 ft or less, including retaining walls or
Usf� v,,4 N T
18 ti
mechanically stabilized earth walls shall be designed and constructed under the
.7 p &p �q r
lz� + wow, responsible charge of a registered professional engineer and comply in all aspects
A
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 brown, rust, or earth -tone color.
1• 11) A Grading Permit, when applicable, can be issued by the Building Inspections
Division only after approval of tree protection fencing, S&E Measures in place and
approved and a certificate of compliance has been issued by the Public Works
Department.
12) Prior to approval of a final plat or issuance of a Certificate of Occupancy, any
NIF
J
development where an engineered stormwater control structure is required, contact the
\ \ \ \ �\V\ PROP DENUDED CHU�?CH, NINA L YNN
1, Environmental Programs Manager at 919-249-3413 to demonstrate that the required
AREA (TYP)
Z64D: P40W P80W structure is in place, that it is operational and that is complies with all relevant
portions of UDO Sec. 6. 1. 12 Structural BMPs. If the BMP structure is used as part of
PROTECTION,
PROP TREE\
PROP TREE U�SE: SINGLE FA MIL Y
AT
(ES T ES \FENCE & SILT FENCE a temporary erosion control measure, the inspection will occur during the appropriate
PROTECTION)
COMBO (TYP)\ "� ) \1
FENCE & SILT FENCE phase of construction.
COMBO (TYP)
ol �; \ \ \ \ / \` `V / \ r _ i
The 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.
X
PROP DENUDED
EDGE DRI V� FN AREA (TYP)
CM - Engineering Date Public Works —Env. Programs Date
7
&A
CM—Transportation Date Planning Date
X t0A-
CM - Building Inspections Date - Transportation
X Planning Date
ROP TREE
\PROTECTION j
A
) \, \ \ \\ \ \\\\\ \\\ \ V �Mx ublic Works - Water/Sewer Date Fire
FENCE (TYP) r
\1 I Date
_J Z
A&
Public Works - Electric Date Parks, Recreation & Cultural Res. Date
0
Cj
7--
rrDE E&
S
XArz� 114
Public Works -s & E Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Manors Jordan ivianors
Staging / Erosion
Control Plan
Date
December 1, 2015
Scale
50'
Sheet
CS -8f

I
Sta 10+00.01 'Manors'
S-ta 31+92.79 New HItt
Olive Chapet Rd
PROP 12" x 8" TEE
1-12" GV
1-8" GV
------------
-POTENTIAL RELOCATION
-
OF LINDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
PROP. ROAD WIDENING
PAV T'T PER NGDOT
EX.
DRIVE
UTILITY WARNING
IH Ei U I I I I S IHH F -B l..N 0 C 41, �
FR -CA,/ L u' ; ITJE
I u� ci I�, , Y' . {'�� _" ��'�' SFE iE E IH4' HE JN' E_R-
�I �,��. �T�i TIES Hc, M �� �E�H E111 FS
I1 ' �� , THE R' ;1 E ,r�lE THr
�. F .._ F THE E E,I 11 H4 THE
\i t,i _j',lI Irl` J�\ ,' X
E IJ
ATli k] I • ED H Ti-' ;FH H( F), F THfi: -
HF ! r E(� ,a., P B i d FROM
� S �� ;« -4 �I
J
CIRCULAR
Do
= 11 °2733"
Dc=
11 °28'42"'
T =
93.38
R=
500.00
L =
184.64
C -
183.60
E =
8.65
M-8.50
Planning
2
GRAPHIC SCALE
a 4a soizo
(IN FEET)
I INCH = 40 FT
d-'
a-
CIRCULART_
Da = 11-27'33" c6
Dc = 11°2$42" �_voaoc�oo8aof0:0
a o0o a o 100
° oo°"oo0U' 00 60Q'_' o0U
oQ°000°°00000000000° o 00 0
T = 6 5.41 °
D ..._ inn nn
.._.OUTFALL A
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
CSU{/J=P nlITCAI I C
The signatures affixed below certify that this sheet has been reviewed and approved solely per
signed on the cover sheet of these construction plans.
the c;Enpgine'eringZ:
CM
-
n
a#e
wAA
Public Works -Env. Programs
Date
M - Tr n or ti
a sp to o
ate
Planning
Date
/S (IQ
N k
CM- Building Inspections
Bate
Planning -Transportation
Date
`PG lic Works - Water/Sewer
Date
Fire
Date
MR},�►'
Pi ihlir Wnrkc - 1:1Prtrir
Fla to
R3r4c Q. a -c
rl�+m
I U+UU 1 1 +uU 11+Uv 13+Qa 14+00 15+00 16+00 17+00 18+00 19+00 20+00
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2ndreview
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 2 513
(919) 417- 4429
Project
Jordan Manors
Jordan Manors Dave
Date
December 1, 2015
Scale
Horiz: 1 " = 40'
Vert: 1" = 4'
Sheet
FAr-
� &01

�l
PROPOSED GRADE
W RAILING
:5-40 PROP -SEE CS -40 f
//OUT 500
Mali _-am I
Mi
Tull
0IMM -M000!�
�i
IMMIN
MMMIMMII
MINIMI
='
"CMM'
R
DI -CIE
anors Drive
MMMEMEMOM --,.a
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.;Nam* ai sm� ®
Al =MME AM
111
!imaml
MINE
4
nig
ssol
U

S0 50'
50' 50' 29 __ _ --- -_ _ _- — 7
72.5' 50'
I
• I
,70 _ I I 5,
I I j I I I I i LOT :145
PROP. 5'
5 I I 51 LOT: 14LOT: 1' I LOT: 143 I LOT :144
' ' � I I '1 I � 1
WALK (TYP) , LOT :140 I I I
{ j
LOT: 138 LOT: 139
' PROP. I
I BLDG PROP 4 I_
r 2 w 10 SS SERVICE I PROP 5' I EX.
SETBACK TYP I
l BLANKET UTILITY
I, ...PROP 3/4 # I' EASEMENT
I j PROP 8" SS ` { WATER METER I I
PROP 8 W/L ` PROP 8 SS
. I I . PROP.'
o . T ._i a
. PROP I
l t
. B BUFI
. � I -� �..-- .PROP PROP_
CB 212-- — PROP _--
MH 66
10'x 70' SIGHT PROP 8" SS _ _- MH 65 CB 214 5" 4-0)
TRIANGLE --- (4 0) ....
G .,...-- 20 50.3 (
PROP ..... ........
J PROP�..............5.0.,, ..... 53
-' CB 210 75
- ' MH 64 3
PROP
PRf '/ --� Q "' Sta 14+64.00'
(H 67 cnN 30'R 20'
20 1Q• SS _SS C� --- S
a . ` , Ss SS , SS l 02'57 25 W
3 S9.513 1'. 3 -'''_ _ 59 2 164.45 FT M ____= M
ss O M IM ___ --�- A4C)F " — ,A ----PROP. BARF
LOT : 97 8 CABG Q > _ 6_ • t� _ _ .---- M ``,,-..
o
s
PROP 8" SS
i
PROP
LOT: 96 5H)3 l
Sta 10+00,00 '013rant' '
Sta 19+41,10 'JManors'_
r
PROP 8"x8"TEE
2-8" GV `
PROP 8" SS
LOT: 96
PROP. 5'
WALK (TYP)
-- PROP
,- CB 207 \ 4
LOT: 94
1 1'T`i1 IT\! %AlA r7AIIAIIN
STOP » W s
:R SS
PROP
3" S9.5B CB 211
— PROP 8" CABC
^' FH 14
C
C7
PROP
` CB 209
N
PROP
YI208
i 1
PROP.. PUBLIC
v STORM EASEMENT
\
10'x 70' SIGHT
TRIANGLE
PROP
CB 206
�5„ RGP t PROP, 5'
WALK (TYP)
i -
U7
Q
N
C)
CTI
0
CC3
W� 1
15" RCP
the c ii 'ons 4gned on the cover sheet of these construction plans.
25'R 10'R
44
33.5'R 3" S9.513
-_ *r
` Ot
Oak Grant Dr.
PROP
8" CABG
o .
59' PUBLIC R/'W)
CB 213
PROP. TEMP.
_25 MPH-
PROP 8" W/L
Date
BLOWOFF
PROP. 5'
PROP
FH 14a
PROP. 30"
WALK (TYP)
/
C&G (TYP)
APEX STD. cn
is Works - Water/Sewer
Date
Fire
300.25 /
�A
Public Works—Electric
NIF
SCPUGGS, D STEPHEN
/
EX. FE/VCE SCPUGGS, LISA K
ONED': P4 0W & P80W
FUTURE E.• SINGLE FA MIL Y
RECREATION SITE. 4
y
CIRCULAR
nn = 1 7°�7'AR"
0CU
Q
R
LI
l
W
Q0
CIRCULAR-, J�j •go
Da = 22055'06"
NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
GRAPHIC SCALE
D' 41' $1' 121'
ti
(INFEET)
1 INCH = OFT
i�--e 4ti
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the c ii 'ons 4gned on the cover sheet of these construction plans.
e �/
C - Eng Bering
Date
Public Works -Env. Programs
Date
,
CM -Transportation
Date
Planning
Date
IA
tA
fes_
CM - Building Inspections
Dat
Planning -Transportation
Date
/
is Works - Water/Sewer
Date
Fire
Date
�A
Public Works—Electric
Date
Parks, Recreation & Cultural Res.
Date
t
Public Works - S & E
Date
10+00 11+00 12+00 13+00 14+00 15+00 16+00
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revis ons
01 /15/16 Per Town of Apex
1st review
02/10/1' 6 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towervew Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Oak Grant Drive
Gate
December 1, 2015
Scale
Horiz: 1 ` = 40'
Vert: 1 " = 4'
Sheet
CS - 11

50' OUTFALL D
30'
PROP 8" SS Ss
SS ss ss
PROP 8,, ss
1111 i
coCD
04—
PROP. 30' PROP
TOWN OF APEX MH 10A
'0)
SANITARY (4co
SEWER LOT :103 X
0
EASEMENT PI
OPS -o
WALK (TYP)
PROP 8" SS CD
co
LPROP
CB 305
PROP
LOT: 102 MH 51
(5-0)
o
Sta 10+00.00 'FGrant'
Sta 22+94,96 'Jftnors
PROP 8"x 8" TEE
2-8" GV— —
J
C0
LOT: 101 cl)
as
O
C13
---426L!—
cn
LOT: 100
PROP
MH 561
(4-0)
2�1
A
< 'A
A
of EX 50' RIPA PIA N
BUFFER X
72.6' \
so, 50, -50' > / / \\ I/ z
PROP 8"W/L 20' 50, 50, 50, so, so,
r — — r so, 50,
--PROP L 50' 50'
MH 50 r 50' 7z 4, PROP TEMP.
(5-0) BLOWOFF
r
F r r
LOT: 104 r PROP 8" WIL
10 'x 79 LOT: 105 LOT: 106 5
SIGHT LOT 107 8
LOT: 10 LOT: 109 LOT: 110 =--PROP. 30"
TRIANGLE I 1 1-1
LOT: Ill PROP. 5' C&G (TYP)
LOT 112
LOT 113 WALK (TYP)
PROP. PROP 4" LOT. 114 LOT: 115 LOT: 116 LOT: 117 - I I
BLDG SS SERVICE LOT: 118
PROP. 51 SETBACK (TYP) PROP 3/4"
PUBLIC
DRAINAGE PROP 8" SS WATER METER
3UR 70' f I PROP.
20'R EASEMENT 3" S9.513 PROP 10' X
8" CABCJ IMH 52 PROP 5' PROP 3/4" SIGHT 2 IPLAY LAWN'#3
BLANKET UTILITY TRIANGLE qq
PROP 1(5'0) WATER METER i
EASEMENT PROP8"SS CD (0.31 acres)
PROP 4"
FRONT LCB 3 6
...... ..... PROP -25 MPk PROP8"SS SS SERVICE 50' PROP 40'
......... ...... ... 20'
TOA EASEMENT
on ....... ........ CB 310 PROD
.5 ....... ...... _ _ -50111*11­11 ..... I ..... '-(50'PUBLIC PROP
......... '50, ......... ........ 51 WW) 30'R MH 54
STM RCP ..... -n ...... .... 50'. FH .. 1 , a Finkle Grant Dr PROP (5-0)
...... .. ....... MH 53 PROP 20'R
CB 314
n ....... 50- ['F
....... ...... . ss CA) :50 n. ........ ...... . . ... ......... FRONT 40ss'
so .......
50'-- 50' �50 7-7
20'�
750-
7T
� 77-
5
TRIANGLE
'R
i< Rop SS ss
ss ISO
M� 0 S
M -0 M ;U SS 67*
ss
M M M M NA C3 N 02 57 s
RCP M 854.88 FT S4�
30" — M SS
30#1 RC M M M M SS $S
Aer— ;U
. 1111
. ........ iT)6 7.. 5.0!,PROP
24" RCP M M M 0 -Sta 18+54.88 'FGrant'
M M 0 M M
Iran.....:....:....5a-::.........,............ .. ... 50 ... 5-0.' 24" RC Sta 19+39.88 'HRIdge'
301R FH 15 Finkle C., t IXPROP ........ 50! ... ........... ........ 4" RCP
PROP PROP. 30" 5' ..... .... ...... ... ..... 5'x 5'
iOR —(50'PUBILIC R/W)_ ... -5.0 .......... Cn
CB 309 PROP 20' ....... ... 50 ............. -.0 AREA
P -25 MPH- - — --i C&GjTYP) 6.0..4
ROP 7 FCB 308 CB 311
CB 307 PROP. 5 PROP 8" x 8- TEE
WALK (TYP) PROP 5' F PROP. MAIL CB 312 2-8" GV
7 F— [— 7 F_ — — -t -f PROP -
PROP 8"W/L
BLANKET UTILITY F —KIOSK #11 18" A CP- PROP
10'x 70' 1 EASEMENT PROP FH 16
SIGHT PROP 8" W/L PROP. 5' CB 313
T 1 RIANGLE I I WALK (TYP) 20'R 36R PROP
PROP 314" 1 1 1 B 316
WATER METER ,, f
LOT: 119
51 L -PROP 4" 1 PROP. PUBLI
LOT: 137 LOT: 136 LOT: 135 PROP
Uj I I DRAINAGE E CB 315
LOT: 132 (Z SS SERVICE
Qh T 0
LOT: 134 1I LOT: 133 LOT: 131 z
LOT: 124
LOT: 130 LOT: 129 LOT: 128 PROP 5
LOT: 127 LOT. ;0
3" S9.513 126 BLANKET UTILITY
LOT: 125 0 EASEMENT
8- CABG _0 PROP 8" SS
5# PROP.
BLDG I
42
SETBACK (TYP)
_ JL 291 T LOT: 120
PROP. MAIL LL PROP.
KIOSK #9 PROP
L L MH 57 a PUBLIC
L PROP. LOT: 123 . \fs DRAINAGE
72.5'
50'20' PUBLIC 0
50,�0 EASEMENT
5o, 50 DRAINAGE 27'
50' 5o' 50 38.9' EASEMENT
50' 50, 50, 60,4 L
UTILITY WARNING
D H/�� ' IF D' E E
ki E V 1 15, D R,
SIJT�',"E"" '0JORMI/.
THE Y(_ tI "A, 4 E S J H THE U J
'd !LTIE, E_,HC',V\ SUCH _TIL '11',
J ErJETHE
E
N iHLE - A. [H[R k
P\,T f—'R V,11/`1­\`�., TH/ o_H
L EE 11\1 HE EXrJ r
S \/d
L� L
D EH �E R Ti H A
—ED
F BLE F R 0
A C,
T H,
A 'L_� -E. I T
N F E. V� I
F-1 — C A t
:` T ` HE P, PC',
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
GRAPHIC SCALE
01 40' W 120,
(IN FEET)
I INCH = 40 FT
Finkle Grant Drive
VPI
STA = 17+43.26
VPI
EL = 277.84
gl
= —2.50%
g2
= 1.50%
CURVE LEN = 60.00
K
= 15.00
E =
0.30
1 P
qTA == 1 7-jL 9;r) 7P.
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cert' i 'onss ned on the cover sheet of these construction plans.
la to
CM!� Eng' eering
Date
Public Works -Env. Programs
Date
to X
C M - Tra nsporta tion
Date
Planning
Date
t3 �
A4
CM - Building Inspections
Date
Planning -Transportation
Date
41al5fic Works - Water/Sewer
Date
Date
Fire
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
A
jk) I tq
Public Works -S & E
Date
lu+uu 11+UU 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
r
]no 40
tnici
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Finkle Grant Drive
Date
December 1, 2015
Scale
Horiz: 1 40'
Vert: 1 4'
Sheet
CS -12

NIF
WYNNE, OW EN R
WYNNE, JOANNE
ZONED; R4 0W
USE SINGLE FA MIL Y
114- �J
ry 0.
cp
JJ
Z
Sta 9+99.92 'HRIdge'
Sta 40+5041 New HILL
Olive Chapel Rd
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
\NA EX. FENCE ------------
REMOVE, REINSTALL
AS NEEDED
90 Vor
d -V �
sE
Jaii,ykSO/v" PHIL IP A
JOHNSOA��C Y�11 P P
M'H,IA_ C R P
ZONED: R -4-0-,W Z_
USE SINGLE FA MX -Y,
,6ez,r
EX UNDERGROUND
U TIL I TIES
(GA S, TEL E, CA 6L E)
A PPROX L OCA TION
EX. FENCE
REMOVE, REINSTALL
AS NEEDED
00
290
280
270
PROP TOA WATER EX. HOUSE
& ELECTRICAL EASEMENT
2V F_
CO,
4,1;0' r-1 L
--PROP 12"W/L
-- I
PROP
CB 81
PROP, PUBLIC
MAINTENANCE ESM'T
PROP. PUBLIC
DRAINAGE
EASEMENT
PROP EX. W EL L
CB 83 0
PROP
/7_FH 13 PROJECT BOUNDARY
nn M
im ---m - ----&
JIM
PROP
CB 84
VPI
STA = 10+84.61
PROP 12- x 8" TEE
-`3" S9.5B -
0
1-12"
1-8" GV
8"CABC
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
PROP. PUBLIC
PROP 8WIL
"
VP1
MAINTENANCE ESM'T
STANDARD SPECIFICATIONS AND DETAILS.
PROP, OFFSITE
INS
Da
CONSTRUCTION
PROP BLOWOFF
EASEMENT
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
STD 600.04
N
Dc
PROP
11
=0
D182
92
= 5.50%
PROP. PUBLIC
to
DRAINAGE
VPI EL = 310.32
M MEMM =mom mm� ME
EASEMENT
UTILITY WARNING
CURVE LEN = 75.80
EX, PP
bra
89.66
+
F.
gl = 5.50%
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
:3/dam Q
K =
/V
�/V/
'9
PROP. ROAD WIDENING
P,
M
ENCOUNTERED.
g2 = -2.50%
PAVM'T PER NCDOT
JIM
PROP. -
12X8"
LL
a, 2.04%
---,;-0�PROP 8" W/L
NIF PROP. MAIL
M1 TCHEL L, MICHAEL D M1 TCHEL L, DEBRA H 20' KIOSK #11
z
ZONED: R4 0W PROP. PUBLIC
co DRAINAGE ESM'T 0
USE: SINGLE FA MIL Y 0 PROP
CB 313
LOT: 123
W LOT : 122 Zb LOT: 117
0
It LOT: 124 PROP $" SS
PROP 3/4" CP
PROP. OFFSITE Lim WATER METER PROP. PUBLIC
CONSTRUCTION I I P I
EASEMENT PRO4" DRAINAGE ESM'T
PROP SS SERVICE 4Z PROP
PROP. 30" PROP 5' PROP OFFSITE EX, FrNCE_11 I I PROP CB 314
MH 58 PROP. MAIL PROP8"SS
WALK (TYP) CONSTRUCTION MH 57 -7
-25 MPH- C&G(TYP) EASEMENT (4'0) KIOSK #12- - _ I
PROP -(4'0)- _J PROP
(VARIABLE PUBLIC R/W) CB 320 PROP SS CB 315
0�__ _[_ - - - E - - - CB 318 [PROP 8" LOT: 118
Hahn Ridge Dr. A ......... ... .... .... ..........
........ ...... 30'R
J STOP 20'R 10'x 70'
I SIGHT PROP 5' IN
GJ 6'F57-- FRONT
TRIANGLE WALK (TYP)
coo WA
CL SS
0 CA _X SS
CA S 74'08'04" W _X SS 94 END #1
2r- - r. -140' RESTRAINT
M'
r -v- M
Q
C 806-8.32 FT M M M M M M - T M M
M M
M_ M M M M
15" RCP M 16
15"RCI:� C A111111 --
.... ---------
16 0
........ ..... ..... ........... - S 84'22'53"
P ROJ ECT BO U N DARY PROP-/ PROP ..... 51 ..... ...... 349 -z FT w
CB 317
PROP AIR RELEASE FH 16a PROP F F__ - - - PROP 'cr_ +
VALVE IN MH CB 319 PROP 8"W/L IPROP 4" CB 316 PROP
ROP
FH 16
PROP CE PROP.PROP
WATER METER I �-- MH 54
' / �` EX. FENCE PUBLIC PROP 5' - PROP. 30"
DRAINAGE BLANKET UTILITY -.C&G (TYP)
EASEMENT EASEMENT 5'x 5' PROP 8"W/L
PROP 8"x "TEE I CD 1-. N PROP TEMP.
EX. BLDG 2-8" GV AREA
Sta 19+39.88 'HRIdge' BLOWOFF
NIF Sta 18+54.88 IFGrant'
JLOT: 121 LOT: 120 co
ALBPECHT, SCO TTP LOT: 119 co
_J i ZONED: R4 OW & P80W PROP. 10 TYPE
USE SINGLE FA MIL Y 'B# BUFFER
10,
L
EX. HOUSE
L 0 PROP.
/`- - _ _ _ ! ' - - o 'PLAY LAWN' #3
Cn (0.31 acres)
GRAPHIC SCALE V)
401 80, 120 NJ 0,
0
PROP.401_1_z +
\ 0.1
TOA SS EASEMENT 00 50.01
UN FEEDL 40'
I INCH = 40 FT
EX WE rL A NDS P OJE 80(J/V 0
n EX. 50'RIPARI N
'901JIVO R y BUFFER (TYP)
r_+_ I
NOTES:
VPI
STA = 10+84.61
d Vi fft Z Wo Q.2 4
0
NEE ME SENSE INS
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
II
VP1
EL = 303.21
STANDARD SPECIFICATIONS AND DETAILS.
INS
Da
= 05*4346"
gl
= -2.08%
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EiiiiNOME M
N
Dc
VPI STA = 12+13.91
11
=0
92
= 5.50%
to
0
00
VPI EL = 310.32
M MEMM =mom mm� ME
r_-�
UTILITY WARNING
CURVE LEN = 75.80
T =
89.66
+
®®M==Mmm�
gl = 5.50%
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
__: H -',Vi- ,
Ri� _EN
Vr
K =
10.00
P,
M
ENCOUNTERED.
g2 = -2.50%
MINE
E =
0.72
M
<
0-)
CURVE LEN = 162.50
178.84
CD
LP
STA = 10+67.51
TU Ec'
K = 20.31
LO
INS
_-E
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARYC
�D
LP
EL 303.78
178.60
V)
LIJ
SEWER OUTFALLS. 'i 'h
m�
E
4.01
N o6
0)
F, T 1 F T��
E = 1.62
to
iNI
MMOFMMMMEMMEMMEMEMEEMMMME
mom, MEMN-MMillEMEME
®=•i
�����
���M0ME
0
LO
U")
Cq
M
HP STA = 12+44.38
i�i
0
�=
�®■���iiiTii=�iiNOME
EMME
0
IH� [Ljl
cisi
N
Lri
0
HP EL = 308.92
=Mimmimimim
0 OEM Emm�=�
Uel Li
E 0 N _TIL TIES.
0
ME
+
rn
to
(0 VPI STA 14+37.58
MEMEN��
IN
0
V_
11
0
VP1 EL = 304.73
PROP. AIR RELEASE
CZ
4 CD
+
0
re)
II
<
= -2.50% Hahn Ride
__y
VALVE IN M>
M
_J g2 = -5.00%
r�i � T'_®■
® %�
-$ ..�� ��-®■�■..®_�®�
■T-= ®■ �i� r■r®�i �■'■i®�NEE=
+
_J
0-01
EMMMM
FN 150.00---00:--
+
CD CY')-
0
---5;
M 0 MEEMEM MME
U
0?JJ
EM
SEMMMMEMM
®�
-PROP. FH:::=
'����®_
ME=
EMEM==M
®mss_=�=���������®®����
EMEM
MMM=
E NE
Q
PROP. -
12X8"
LL
a, 2.04%
---,;-0�PROP 8" W/L
NIF PROP. MAIL
M1 TCHEL L, MICHAEL D M1 TCHEL L, DEBRA H 20' KIOSK #11
z
ZONED: R4 0W PROP. PUBLIC
co DRAINAGE ESM'T 0
USE: SINGLE FA MIL Y 0 PROP
CB 313
LOT: 123
W LOT : 122 Zb LOT: 117
0
It LOT: 124 PROP $" SS
PROP 3/4" CP
PROP. OFFSITE Lim WATER METER PROP. PUBLIC
CONSTRUCTION I I P I
EASEMENT PRO4" DRAINAGE ESM'T
PROP SS SERVICE 4Z PROP
PROP. 30" PROP 5' PROP OFFSITE EX, FrNCE_11 I I PROP CB 314
MH 58 PROP. MAIL PROP8"SS
WALK (TYP) CONSTRUCTION MH 57 -7
-25 MPH- C&G(TYP) EASEMENT (4'0) KIOSK #12- - _ I
PROP -(4'0)- _J PROP
(VARIABLE PUBLIC R/W) CB 320 PROP SS CB 315
0�__ _[_ - - - E - - - CB 318 [PROP 8" LOT: 118
Hahn Ridge Dr. A ......... ... .... .... ..........
........ ...... 30'R
J STOP 20'R 10'x 70'
I SIGHT PROP 5' IN
GJ 6'F57-- FRONT
TRIANGLE WALK (TYP)
coo WA
CL SS
0 CA _X SS
CA S 74'08'04" W _X SS 94 END #1
2r- - r. -140' RESTRAINT
M'
r -v- M
Q
C 806-8.32 FT M M M M M M - T M M
M M
M_ M M M M
15" RCP M 16
15"RCI:� C A111111 --
.... ---------
16 0
........ ..... ..... ........... - S 84'22'53"
P ROJ ECT BO U N DARY PROP-/ PROP ..... 51 ..... ...... 349 -z FT w
CB 317
PROP AIR RELEASE FH 16a PROP F F__ - - - PROP 'cr_ +
VALVE IN MH CB 319 PROP 8"W/L IPROP 4" CB 316 PROP
ROP
FH 16
PROP CE PROP.PROP
WATER METER I �-- MH 54
' / �` EX. FENCE PUBLIC PROP 5' - PROP. 30"
DRAINAGE BLANKET UTILITY -.C&G (TYP)
EASEMENT EASEMENT 5'x 5' PROP 8"W/L
PROP 8"x "TEE I CD 1-. N PROP TEMP.
EX. BLDG 2-8" GV AREA
Sta 19+39.88 'HRIdge' BLOWOFF
NIF Sta 18+54.88 IFGrant'
JLOT: 121 LOT: 120 co
ALBPECHT, SCO TTP LOT: 119 co
_J i ZONED: R4 OW & P80W PROP. 10 TYPE
USE SINGLE FA MIL Y 'B# BUFFER
10,
L
EX. HOUSE
L 0 PROP.
/`- - _ _ _ ! ' - - o 'PLAY LAWN' #3
Cn (0.31 acres)
GRAPHIC SCALE V)
401 80, 120 NJ 0,
0
PROP.401_1_z +
\ 0.1
TOA SS EASEMENT 00 50.01
UN FEEDL 40'
I INCH = 40 FT
EX WE rL A NDS P OJE 80(J/V 0
n EX. 50'RIPARI N
'901JIVO R y BUFFER (TYP)
r_+_ I
CA
PROP. 27.0' 15"
RCP @'1.11
18" mIN. a
ff 012W
�t�
CP (& 1.11
Wi
NOTES:
U
d Vi fft Z Wo Q.2 4
0
NEE ME SENSE INS
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
II
CIRCULAR
STANDARD SPECIFICATIONS AND DETAILS.
INS
Da
= 05*4346"
�MeiTi■��i■aai
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EiiiiNOME M
no
Dc
= 0504355"
11
EXISTING UTILITIES.
M MEMM =mom mm� ME
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
UTILITY WARNING
Kalil a
T =
89.66
Co
®®M==Mmm�
HIM
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me111�SO�t
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Hahn Ridge Drive
Date
December 1, 2015
Scale
Ho: 1 40'
Vert: 1 4'
Sheet
CS - 13

I
,222-2_
I f
LOT: 150
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I PROP. ,30
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30'R I I' CB 337 CB 339 I ____ I __ _ I — (SEE DETAILS)
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ao• PROP RW 2 6z. 20' 60,
(WALL > 5') 5s.2' 60' 60 60
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
PROP. 32.0' 18"__
RCP @ 4.84%0
VP1 STA = 11+50.00
Va .. •
• ' s • y ONE®�•
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:1. 165.84'8' =
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GRAPHIC SCALE
a' 40' W 120`
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NOTES
sheet ofse construction plans.
1. MATERIAL SHALL BE MIN. 3600 PSI
CONCRETE, 6" THICK, CONTRACTION
JOINTS SHALL BE SPACED 5' MAXIMUM.
LU W
Date
2. TEMPORARY INSTALLATION ONLY- TO BE
ME
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Date Planning -Transportation
Date
- • • • �.o
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PROP. 27.0' 15
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15+00
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NOTES
sheet ofse construction plans.
1. MATERIAL SHALL BE MIN. 3600 PSI
CONCRETE, 6" THICK, CONTRACTION
JOINTS SHALL BE SPACED 5' MAXIMUM.
LU W
Date
2. TEMPORARY INSTALLATION ONLY- TO BE
• •
• •
_
CONNECTS TO STREET, "SIDEWALK"
PORTION OF TURNAROUND MAY BE LEFT
IN PLACE IF NOT DAMAGED.
Date Planning -Transportation
Date
3. NOT TO BE USED AS A PRIVATE
DRIVEWAY,
Date Fire
== M
=�s
REQUIRED.
=
Date Parks, Recreation & Cultural Res.
EMM==
tri
Public Works -S & E
Date
,42,
PROP. 27.0' 15
RGP 1.48%0-
1 811
14+00
24" MIN.
PROP. 120.00'24" RCP @
15+00
F—
w
F -
3'n
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W
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The signatures affixed below certify that this sheet has been reviewed and approved solely per
NOTES
sheet ofse construction plans.
1. MATERIAL SHALL BE MIN. 3600 PSI
CONCRETE, 6" THICK, CONTRACTION
JOINTS SHALL BE SPACED 5' MAXIMUM.
LU W
Date
2. TEMPORARY INSTALLATION ONLY- TO BE
REMOVED WHEN FUTURE DEVELOPMENT
Qate Planning
CONNECTS TO STREET, "SIDEWALK"
PORTION OF TURNAROUND MAY BE LEFT
IN PLACE IF NOT DAMAGED.
Date Planning -Transportation
Date
3. NOT TO BE USED AS A PRIVATE
DRIVEWAY,
Date Fire
4. BARRICADE FOR DEAD END ROADS
hti
REQUIRED.
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cerd a 'o s sig' ed on the cover
sheet ofse construction plans.
Xz
CM - Engineering
Date Public Works -Env. Programs
Date
CM' -Transportation
Qate Planning
Date
'r
CM -. ilding Inspections
Date Planning -Transportation
Date
ublic Works - Water/Sewer
Date Fire
Date
hti
Mg
Public Works —Electric
Date Parks, Recreation & Cultural Res.
Date
tri
Public Works -S & E
Date
22 1
2
260 1'
222
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919} 417- 4429
Project
Jordan Manors
Elrn Grant Drive
Gate
December 1, 2015
Scale
Horiz: 1 = 40'
Vert: 1" = 4'
Sheet
CS - 14

UTILITY WARNING
T 1 Cl'
L 1U R I I\J F
v
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Sta 10+00,00 'WGrant"
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LOT: 222
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-A
co
NOTES: . V VVII %J
APEX SANITARY 138
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX SEWER EASEMENT
70'
PHASE 2
60' PHASE 1 60'
11 f
—,- - — 1 '0
II
PROP 8" 0,
I
LOT: 220
LOT: 224
LOT - 217
io x 70'_/
PROP 4"
T
PROP 81ISS
cn
SS SERVICE
4, PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
CB 364A
49G'—pfk0­P.-5i-
WALK (TYP)
20' 4TR
10'x 70'
ENCOUNTERED,
sto. 31+03,97
SIGHTff
LOT: 223
A
WATER METER I
PROP---- _
Date
CB 364
�HOP
0 23
PROP
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
MH
7
Sta 10+00,00 'WGrant"
Sta 10+00,00 'WOaks'
LOT: 222
MM^M Ire% C
Icnn
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-A
co
NOTES: . V VVII %J
APEX SANITARY 138
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX SEWER EASEMENT
70'
PHASE 2
60' PHASE 1 60'
11 f
MOM
RIM
I
LOT: 219
PROP 8" W/L
II
I
LOT: 220
LOT: 221
LOT - 217
io x 70'_/
PROP 4"
T
PROP 81ISS
PROP
SS SERVICE
4, PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
CB 364A
VGrant'
20' 4TR
10'x 70'
ENCOUNTERED,
sto. 31+03,97
SIGHTff
la-
1yrT
A
WATER METER I
TRIANGLE
Date
CB 361
�HOP
0 23
-25 MPH-
(50'PUBLIC RIW)
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
PROP
FRONT, CB 363
Woodland Grant 1:
MOM
RIM
I
LOT: 219
I I
LOT: 218
II
I
IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
LOT - 217
io x 70'_/
PROP 4"
Public Works -Env. Programs
PROP 81ISS
PROP 8" x 8" TEE
2-8" GV
37.5'R
SS SERVICE
4, PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
Sta 1.2+4.2,07
VGrant'
20' 4TR
PROP 3/411
ENCOUNTERED,
sto. 31+03,97
'Jftnors'
la-
1yrT
A
WATER METER I
I
Date
CB 361
�HOP
0 23
PROP. 30"
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
PROP. 5'
K- PROP. 20' PUBLIC
C&d (TYP)
SEWER OUTFALLS.
46
CONC.
PROP -
M I H 100
E6
PROP
MH 82
3" S9.513
8"CABC
PROF'
CB 336
Parks, RecrTeation & Cultural Res.
(�4'0)
... ... -0 ..........
(4.0) .... .. .... .. .......... I .......
6"0" F.1
'* ........
STANDARD ANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR
the e cover
sh et of ese
RCP PROP
A!5
\-PROP.
IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
CB 362
io x 70'_/
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
Public Works -Env. Programs
Date
PROP 8" x 8" TEE
2-8" GV
37.5'R
MAIL
KIOSK #17 SIGHT
I PROP. 5' TRIANGLE
WALK
4, PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
5'
-e-1
C -Transportation
20' 4TR
(TYP) PROP V- x 8-- TEE
ENCOUNTERED,
PROP
la-
1yrT
2-8" GV
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
Date
CB 361
�HOP
0 23
LOT: 152
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
PROP. 5'
K- PROP. 20' PUBLIC
Date
SEWER OUTFALLS.
46
CONC.
DRAINAGE EASEMENT
VVP%L
5� QUO PROP
FES 360
t9 —
500 PROP. BMP ACCESS & PROP 8" SS
MAINTENANCE EASMENT
PROP 0
VELOCITY
DISSIPATOR
(SEE CALCS) LOT: 151 3" S9.513
8" CABC
I
PROP 5'
BLANKET
EASEMENT
-PROP
MH 82A
(4-0)
FUTURE
PHASES
Sta 13+33,53 'WGrant'
¢GQ. .... .......... PROP TEMP.
PROP BLOWOFF
20'R CB 335
W 30'R FRONT PROP 8" W/L
PROP. PUBLIC
STORM EASEMENTI
PROP
PROP
CB 334
FH 18
z� I LOT: 215
PROP 8" W/L
L
Cn
-W2 65' 60'
Cn
5 0
F—
I
to
.W&
0
0
60'
FUTURE
PHASES
6 0'
I
10+00 11+00 12+00 13+00 14+00
GRAPHIC SCALE
a, 400 80, 120,
(IN FEET)
I INCH = 40 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the e cover
sh et of ese
construction plans.
977..77
IF -
CM - Engin eying
Date
Public Works -Env. Programs
Date
L142
-e-1
C -Transportation
ate
Planning
Date
la-
1yrT
CM, wilding Inspections
Date
Planning -Transportation
Date
Public Works - Water/Sewer
Date
Fire
Date
Date
Public Works - Electric
Parks, RecrTeation & Cultural Res.
Date
Public Works - S & E
Date
-ddffik ..90k
in 0
tnici
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
Revisions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Woodland Grant Drive
Date
December 1, 2015
Scale
Horiz: 1 40'
Vert: 1 4'
Sheet
CS -15

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NUL,110�,� ;N� U E S.
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0 -------------------- 0 00 00 0 0 0 00 0 0 0 0 0 0 0 0 0 0
---------------------------------- -------------------------------- - - - - - - - - - - — - -
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etc GREENWAY TRAIL
e9
PROP. 5'-/
CONC.
WALK
PROP. 20' PUBLICX
DRAINAGE OASEMENT
PROP
24" KUF
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0
20'
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Oaks'
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Date
PROP
SIMMONS
FH 23
PROP 8" x 8" TEE
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MAINTENANCE EASIVIENT
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PROP.
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PROP
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A It-% Irr- n.
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PA VEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
Woodland Oaks Drive
EX. WE TL A NDS
PROP. 30
C&G (TYP) V
-47'R
,,,--37.5'R
-END #21
140' RESTRAINT
Sta 12+90.00 VOcks',
0Sta 10+00.00 'Future''
PROP H 24P
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O/S 51.81' RT,
GRAPHIC SCALE
EX WErLANDS----�
400 80` 120,
(IN FEET)
I INCH = 40 FT
the certificlitions on the cover sheet of these construction plans.
0
WOMEN
CV- Eng4eering
Date
Public Works &v. Programs
Date
--Transportation
SIMMONS
ON
&
Planning
Date
-0
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CM - Building Inspections
Date
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A It-% Irr- n.
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PA VEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
Woodland Oaks Drive
EX. WE TL A NDS
PROP. 30
C&G (TYP) V
-47'R
,,,--37.5'R
-END #21
140' RESTRAINT
Sta 12+90.00 VOcks',
0Sta 10+00.00 'Future''
PROP H 24P
D #1
-
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1\ --TEE #1
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(6-0)
v:).Lc3n nn /%.in. i—,
O/S 51.81' RT,
GRAPHIC SCALE
EX WErLANDS----�
400 80` 120,
(IN FEET)
I INCH = 40 FT
11+00
12+00
13+00
14+00
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certificlitions on the cover sheet of these construction plans.
tned
WOMEN
CV- Eng4eering
Date
Public Works &v. Programs
Date
--Transportation
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&
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Date
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The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certificlitions on the cover sheet of these construction plans.
tned
41A
CV- Eng4eering
Date
Public Works &v. Programs
Date
--Transportation
*Date
&
Planning
Date
AJ �
AJA-
CM - Building Inspections
Date
Planning -Transportation
Date
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Date
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Date
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Date
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revis*ions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Woodland Oak Drive
December 1, 2015
Scale
Horiz: 1 — 40'
Vert: 1 If 4'
Sheet
CS -16

NIF
BRIS TOL, DA VID
GOODW IN TRUS TEE
ZONED: R4 0W
USE: VA CA N T
PAVEMENT MARKING SCHEDULE
ITEM DESCRIPTION
THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
THERMOPLASTIC (4" WHITE, 120 MILS) 4"x10' SKIP
UC 1C1 THERMOPLASTIC (121
/ WHITE, 124 MILS) 12'
1
x3' W/ 3' SPACING MIN'1-SKI'P
(EGDE LINE EXTENSIONS AT ROUNDABOUTS)
THERMOPLASTIC (4" WHITE.., 120 MILS) 4"x2' W10' SPACING MINI -SKIP
(LANE & EGDE LINE EXTENSIONS THROUGH INTERSECTIONS)
C3 THERMOPLASTIC (4" WHITE; 120 MILS) 4"x3' W/ 9' SPACING MINI -SKIP
(LANE LINES AND LINE EXTENSIONS THROUGH TAPERS)
AD THERMOPLASTIC (4" WHITE, 120 MILS) SOLID LANE LINE
THERMOPLASTIC (12" WHITE, 90 MILS) GORELINE
AO
THERMOPLASTIC H
24 WHITE, 120 MILS STOP BAR
ITEM DESCRIPTION
THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINE
THERMOPLASTIC (4" YELLOW, 120 MILS) 4"x10' SKIP
THERMOPLASTIC (4" YELLOW, 120 MILS) SINGLE CENTER LINE
THERMOPLASTIC (4" YELLOW, 120 MILS) DOUBLE CENTER LINE
TINGEN, FREDDIE GIBSON
ZONED: R4 0W
USE: SINGL E FA MIL Y
UTILITY WARNING
ntnrJ=c-
GRAPHIC SCALE
0' 40' 80' 120'
(IN FEET)
I INCH = 40 FT
TH T
ERMOPLAS IC12 YELLOW 90 MILDIAGONAL'
( � S) 7. ALL CONSTRUCTION TO BE 1N ACCORDANCE WITH ALL TOWN OF APEX
I�
N/F ISI
�I
YA TES, AN THON Y W
ZONED: R4 0W I
USE: SINGL E FA MIL Y I 1
1
41
The 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.
N 1A
C — Engineering Date Public Works —Env. Programs Date
1 } 3 1 AJ
C —Transportation Date Planning Date
N A f VA -
CM — Building Inspections Date Planning --Transportation Elate
NAN
Prb c Wor s — Water/sew r
Date Fire
Date
Public Works— Electric Date Parks, Recreation &Cultural Res. Date
AJ 16
Public Works —S & E date
. "'
N/F
MCKINNSH, TIMO THY D
ZONED: R4 0W
USE; SINGLE FA MIL Y
I
IJ
N/F
SINK, RA NOEL T SINK, JANET C
ZONED: R4 0W
USE SINGL E FA MIL Y
MCKINNSH, TIMO THY D
/ ZONED: R4 0W
N/F USE: SINGL E FA MIL Y
/ BA REFOO T, SA NDRA /
ZONED: R4 0W
USE: SINGLE FA MIL Y
L p- IV-
II Im
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
RevlSion s
01/15/16 Per Town of Aper
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
New Hill Olive Chapel Road
Striping Plan
December 1, 2015
• z
1"=40'
om
CS - 17
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
THERMOPLASTIC (WHITE, 120 MILS)
- 4. PAVEMENT
DIRECTIONAL ARROW STRAIGHT EN DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
THERMOPLASTIC (WHITE, 120 MILS)
DIRECTIONAL ARROW -RIGHT 5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
THERMOPLASTIC (WHITE, 120 MILS)
DIRECTIONAL ARROW- LEFT SEWER OUTFALLS.
I�
N/F ISI
�I
YA TES, AN THON Y W
ZONED: R4 0W I
USE: SINGL E FA MIL Y I 1
1
41
The 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.
N 1A
C — Engineering Date Public Works —Env. Programs Date
1 } 3 1 AJ
C —Transportation Date Planning Date
N A f VA -
CM — Building Inspections Date Planning --Transportation Elate
NAN
Prb c Wor s — Water/sew r
Date Fire
Date
Public Works— Electric Date Parks, Recreation &Cultural Res. Date
AJ 16
Public Works —S & E date
. "'
N/F
MCKINNSH, TIMO THY D
ZONED: R4 0W
USE; SINGLE FA MIL Y
I
IJ
N/F
SINK, RA NOEL T SINK, JANET C
ZONED: R4 0W
USE SINGL E FA MIL Y
MCKINNSH, TIMO THY D
/ ZONED: R4 0W
N/F USE: SINGL E FA MIL Y
/ BA REFOO T, SA NDRA /
ZONED: R4 0W
USE: SINGLE FA MIL Y
L p- IV-
II Im
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
RevlSion s
01/15/16 Per Town of Aper
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
New Hill Olive Chapel Road
Striping Plan
December 1, 2015
• z
1"=40'
om
CS - 17

PAVEMENT MARKING SCHEDULE
ITEM DESCRIPTION
THERMOPLASTIC (4" WHITE, 90 MILS) EDGELI'NE
AB THERMOPLASTIC (4" WHITE, 120 MILS) 4"x10' SKIP
THERMOPLASTIC1
(2rr WHITE, E, 120 MILS) 12rr x3r W/ 3r SPACING MINI SKIP
(GDE LINE EXTENSIONS AT ROUNDABOUTS)
THERMOPLASTIC (4" WHITE, 120 MILS) 4"x2` W/ 6' SPACING MINI -SKIP
(LANE & EGDE LINE EXTENSIONS THROUGH INTERSECTION'S)
C3 THERMOPLASTIC (4" WHITE, 120 MILS) 4"x3' W/ 9' SPACING M=INI -SKIP
(LANE LINES AND IEXTENSIONS 'NE I
L E E SONS THROlJGH TAPERS
AD THERMOPLASTIC (411 WHITE, 120 MILS) SOLID LANE LINE
Ai
THERMOPLASTIC (12" WHITE,
WHIT....... MILS) S G R N
O ELI E
A0 F'
THERMOPLASTIC C 24 WHITE,1
120
MILS STOP BAR
\ \
\ \ N/F
SCRUGGS, D S TEPHEN SCRUGGS, L ISA K
\ \ ZONED: P4 0W & P80W
USE: SINGLE FA MIL Y
AU
AY
P g0P
ITCRA 1' C:0t'%d1MT1f"\K1
Al -1
THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINE
THERMOPLASTIC (4" YELLOW, 120 MILS) 4"x10' SKIP
THERMOPLASTIC (4" YELLOW, 120 MILS) SINGLE CENTER LINE
THERMOPLASTIC (4" YELLOW, 120 MILS) DOUBLE CENTER LINE
GRAPHIC SCALE
o' 40' 80, 120,
(IN FEET)
I INCH = 40 FT
NOTES
THERMOPLASTIC (12n
YELLOW, 90 MILS) DIAGONAL. 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
THERMOPLASTIC (12r
WHITE, 90 MILS) DIAGONAL 2. CONTRACTOR /S RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED,
4. DESIGN PAVEMENT E S GN MUST BE ENGINEERED /F TRIASSIC s5 c sOILs ARE
THERMOPLASTIC (WHITE, 120 MILS) DIRECTIONAL ARROW - STRAIGHT ENCOUNTERED.
5. SCHEDULE A PREN
CONFERENCE
CO STRUCTI N
O WITH THE TOWN OF
THERMOPLASTIC (WHITE, 120 MILS) DIRECTIONAL ARROW- RIGHT APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
THERMOPLASTIC (WHITE, 120 MILS) DIRECTIONAL ARROW- LEFT
PROP EOP
aa
60' H �C
l N/F R
b
MI TCHEL L , MICHAEL D � 0 27 a �
�a
I MITCHELL, DEBRA H AU' A
ZONED: R4 0W
l USE: SINGL E FA MIL Y
AO
PROP PUBLIC
MAINTENANCE EASEMENT
a�
/4
LT
/} LT
I % ' AF1
1
11'
100' BAY TAPER (AC)3
I �
I �
200' DECELERATION DECELERATION LENGTH
TPER (200') ---�
DEPA TUR TAPER
2f� APPROA�H� /APP OP�CH/DEPARTURE
30 N/F
W YNNf, OW EN R
W YNNE, JOANNE
l �l ZONED: R40W
� W � USE: 5/NGL EFAMIL Y
U
09
5Q' FULL
STO,�
AC2
PROP PUBLIC
MAINTENANCE EASEMENT
WA
AY
1
The 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.
--
CM— Engineering g g
[late
_611IN
Public Works —Env. Programs
Date
f
6
&A
CM —Transportation
p
ate
i
Planning
hate
CM — Building Inspections
Date
Panning —Transportation
Date
ublic Works — Water/Sewer
Date
t
Fire
Date
Public Works— Electric
Date
Parks, Recreation & Cultural Res.
Date
A;, .
Public Works — S & E
Date
1
N/F 1
A L BRECH T, SCOTT R l 1 l / N/F
ZONED: R4 OW & P80W % 1 �' A L BRECH T, THOMA S RICHA RD
USE: SINGL E FA MIL Y fl / ZONED: R4 0W & P80W
1 (
USE: SINGL E FA MIL Y
1 �C
`\ TIMI
� I
A/FHILL,
SR
00 C
�P��
� ROAD
PROP EOP \
PROP EOP
fs�®
WMA,
300' A
1 �'PRD,q CH1DEP
A�` SURE TAPER
,. NI F
JOHNSON, PHILIP A
JOHNSON, C YN THI A C
ZONED: R4 0W }
USE: SINGL E FA MIL Y
60,
N/F
DA RDEN, ZA CHA R Y
DA RDEN, CHRIS TINA
ZONED. R4 0W
USE: VA CA N T
nie�T
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
C919> 467-9708
C-0329
Revisions
01 /15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER;
Milestone Developments, LC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
New Hill Olive Chapel Road
Striping Plan
Date
December 1, 2015
Scale
"'11111 = 40'
0
CS - 18

I 1
N('I)el, 1- ()I 11 o I)W Af �;'r ARI
ISI tVt�iiVti all.ill, till =, ' 1-2 011:2
N/F I
,t;!r�}•_ DEMERS, MICHELLE H I
OF 2 ZONED: R40W & R80W I }
USE SINGL E FAMIL Y I' I
FOR W11IFFLCHAIR RAMPS NIF I '
YI y
S11'
i I I
ELM ORE W IL L IA M LARRY
a t1 ( 2 i2C 1� '11" C. D I I
EL MORE, DEBORAH M I k
111: WI1Vt ;S 28418.05.!;11111111 1 .1 (W.1 ZONED; R40W & R80W �
,4I�r.()(�>#'y -. i) f►
USE SINGLE` FAMILY I>��� I°�D
PVM"T PER
TIE EOP " 1 A I NCDOT SPEC
TA"h
FIS' BEARING JLINC1IJ BOXWIT
wM I �►��
w
3.H -O--
-� NAN CL IJNG NCDOT '1012 ROWAy TAND
iIFI~T I OF I
R/W
JP+00 13+00
_--— — 11+00--
-��- fX E# -P
EX EOP -" _--
_.--- , R/L --OLIVE CHAPEL
NEW I -#IL
EX. PP " ' PUBLIC R/W) S 1141
w k I o b EX.. cul VERT
tiw v Q � TO BE REPLACED
TIE EOP N/F
'1---- BRIS TOL, DA VID
N GOODW IN TRUSTEE
PROP PRIVATE OFFSITE
N/F CONSTRUCTION
CHURCH, NINA L YNN EASEMENT (TO BE ACQUIRED)
ZONED: R4 OW & R80W
PROP-,,
USE SINGL E FA MIL Y CB 54
EX, OVERHEAD PROP BLOWOFF
ROWER LINES STD 600.04
EX
cul vERr
PROP PRIVATE OFFSITE
CONSTRUCTION TO BE REMOVED
EASEMENT (TO BE ACQUIRED) a
r°
0
z . _.. --31A- -- -- -' PROP -
=-- 3H z` 3N�1 % DITCH # 1 DI 52
.PROP EOP_`
Excop 4+00
Ex EOP
2;4
DITCH #7
15+00
EX. PP
RELOCATION
REQUIRED
PROP -}
FH8
40'R
27.5'R-
I
I
PROP 12" W/L
60' iW
60' E
a.
w
JORDA N MA NORS
F____TOA
II =
WATER EASEMENT
Date
FUTURE PHASES
I'
PROP
0
ate
CB 540" R PROP. PUBLIC
DRADRAINAGE
PROP. 5'
WALK (TYP)
END C&G
0
,
27,5 R EASEMENT
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS AREcr
(TIE EOP AT BOC) PROP. 20 PUBLIC
UTILITY EASEMENT &
Date
PROP 12"x 12" TEE
Date
PROP FUTURE 20' RIGHT OF WAY
a.
2-12" GV PROP. STD.
PROP
FES 50
(TO BE DEDICATED)
15" RCP
3:
PROP 30"" C&G
CB 50a
w
1
CB 51 5'PROP
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF a
12" W/L
DITCH #2
T �6+00
r�
1
A k oD`
EX. PP
.0
EX. fa" cm VER r
TO BE REPLACED
EX. OVERHEAD
POWER L INES
Sta 15+90.03 New Hill
©live Chapel Rd
Sta 10+00.38 Horton Ridge Blvd
ZONED: R4 0W N/F
1 VACANT w USE: NOTES:
w TINGEN, Ff?EDDIE GIBSOIV
,v 12,1 GRADE
-�- _ T _ 3. r EX. POWER POLE H o
F Exf
rn + 1
T RELOCATION RE
('p
r 1EY FH .4 o
r
FFOR
WIDTH OVERLAY 3, S9.5I3 E
IRE WIIDENING„ S9.5B NEW HILLOLIVE CHAPEL ROAD 4" I19.oB %,'TH 4" I19.4B 10"' ABC (ar 5" B25,QB for s TURN LANE WIDENING SECTION EX.15 DRIVEWAY0 - 19+30 & 10" ABC (or 5" 1325.013 for areas less than 6' in width) CULVERT '
27+00 - 4.4+00) areas Less than 6' in width)
Milling and Overlay Note
At the connections of both Jordan Manors Drive and Hahn Ridge Drive to New Hill Olive Chapel Road, the
associated overlay of existing New Hill Olive Chapel Road shall include asphalt wedging as required to achieve
cross slope of 2.08% as indicated on the plans, and incorporate wedging transition sections of 100 L.F. at each
p p � p g g
end of overlays to match & tie to existing pavement cross slope on New Hill Olive Chapel Road.
10+00 11+00 12+00
13+00
c�
TO BE REMOVED
,
O
.,__�
O
New HillOlive Chapel Road
14+04
15+00
16+00
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
M -7-1. - M _--
PROP TOA WATER
& ELECTRICAL EASEMENT
20'
M�
PROP. ROAD WIDENING
(MIN. 1/2 30' EP/EP SECTION')
—,)--PROP Eop— Q--3 � � `'"`--- M
--- - -- 1 9 +00
15 EX20 oo
E©P
Ex eoP
PROP EOP— 1 --- —
L7Ne_
EX. PP
DITCH #8 S" =
PROP ROAD
WIDENING PAVM'T PER NCDOT SPEC -- TIE EOP '"""--�•-.,.,,
EX. OVERHEAT?
POWER LINES
� ma
GRAPMIC SCALE
o' ao� eo,
N/F �
TINGEN, FREDDIE GIBSON
ZONED: R4 OW
(IN FEET)
lI1�H=40fT USE: SINGL E FA MIL Y
MATCH
.he cie fins ig ed vn the cover sheet of these construction plans.
60' iW
60' E
a.
w
_M - Engineering
1. ALL CONSTRUCTION TO BE !N ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS. ZONED: R4 0W
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL USE SINGL E FA MIL Y
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED. a
Public Works -Env. Programs
Date
iA
IAF
0
ate
15.0
Date
rl (A
0
N&
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS AREcr
a
Date
W'
Date
'ublic Works - Water/Sewer
a.
Fire
ENCOUNTERED. 0
X
w
w
W
Z
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF a
co
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w
public Works - S & E
a
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY 2
di ?
SEWER OUTFALLS.
0
0
`` '
0
4.0' 4.0'-
** FOR EROSION CONTROL MEASURES ALONG
0
,
11.0
NEW HILL OLIVE CHAPEL ROAD, PLEASE SEE
0
z 'STAGING/EROSION
CONTROL PLAN' (SHEETS
z
-11.01
1,0
8A, 8C, & 8E).
11.01
4.01
-- UTILITY WARNING --
4.0'
[%
1.5" WIDTH
OVERLAY
o
.FULL
FOR ENTIRE
1 1
WIDENING
HE ,,--
;
r
SECTIONS I
I
- -
E F E C' K }' Y
-
MATCH
GRADE EX GRADE
MATCH
H E
,v 12,1 GRADE
-�- _ T _ 3. r EX. POWER POLE H o
F Exf
rn + 1
T RELOCATION RE
('p
r 1EY FH .4 o
r
FFOR
WIDTH OVERLAY 3, S9.5I3 E
IRE WIIDENING„ S9.5B NEW HILLOLIVE CHAPEL ROAD 4" I19.oB %,'TH 4" I19.4B 10"' ABC (ar 5" B25,QB for s TURN LANE WIDENING SECTION EX.15 DRIVEWAY0 - 19+30 & 10" ABC (or 5" 1325.013 for areas less than 6' in width) CULVERT '
27+00 - 4.4+00) areas Less than 6' in width)
Milling and Overlay Note
At the connections of both Jordan Manors Drive and Hahn Ridge Drive to New Hill Olive Chapel Road, the
associated overlay of existing New Hill Olive Chapel Road shall include asphalt wedging as required to achieve
cross slope of 2.08% as indicated on the plans, and incorporate wedging transition sections of 100 L.F. at each
p p � p g g
end of overlays to match & tie to existing pavement cross slope on New Hill Olive Chapel Road.
10+00 11+00 12+00
13+00
c�
TO BE REMOVED
,
O
.,__�
O
New HillOlive Chapel Road
14+04
15+00
16+00
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
M -7-1. - M _--
PROP TOA WATER
& ELECTRICAL EASEMENT
20'
M�
PROP. ROAD WIDENING
(MIN. 1/2 30' EP/EP SECTION')
—,)--PROP Eop— Q--3 � � `'"`--- M
--- - -- 1 9 +00
15 EX20 oo
E©P
Ex eoP
PROP EOP— 1 --- —
L7Ne_
EX. PP
DITCH #8 S" =
PROP ROAD
WIDENING PAVM'T PER NCDOT SPEC -- TIE EOP '"""--�•-.,.,,
EX. OVERHEAT?
POWER LINES
� ma
GRAPMIC SCALE
o' ao� eo,
N/F �
TINGEN, FREDDIE GIBSON
ZONED: R4 OW
(IN FEET)
lI1�H=40fT USE: SINGL E FA MIL Y
MATCH
.he cie fins ig ed vn the cover sheet of these construction plans.
60' E
a.
w
_M - Engineering
Date
Public Works -Env. Programs
Date
iA
IAF
M
ate
15.0
Date
rl (A
a.
N&
�M -Building Insp tions
Date
W'
Date
'ublic Works - Water/Sewer
Date
Fire
a
A
N^A
_J
D
O
Date
Z
Date
co
w
public Works - S & E
Date
—4.01—
.0'
MATCH
2.0 12:1 GRADE EX GRADE
1
4-
T
NO OVERLAY J
REQUIRED FOR SHOULDER
3,, 59.513
4" 119.013WIDENING (STA 19+30 27+00)
" ra
OLIVE AP
O E CHEL ROAD ...
10 ABC (or 5 1325.413 for NEW HILL
areas less than 6' in width) 1/2 30' EP -EP WIDENING SECTION
17+00
19+00
Che signatures affixed below certify that this sheet has been reviewed and approved solely per
.he cie fins ig ed vn the cover sheet of these construction plans.
_M - Engineering
Date
Public Works -Env. Programs
Date
iA
IAF
.M -Trans Transportation
p
ate
P annn g
Date
rl (A
N&
�M -Building Insp tions
Date
Planning -Transportation
Date
'ublic Works - Water/Sewer
Date
Fire
Date
A
N^A
lublic Works - Electric
Date
Parks Recreation & Cultural Res.
Date
public Works - S & E
Date
l�#
I
nie
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1st review
42/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
New Hill Olive Chapel Road
Widening Plan
Date
December 1 2015
Scale
Horiz: 1 " = 40'
Vert: 1" = 4'
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Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELt?PER:
Milestone Developments, LLC
142 Towervlew Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
INew Hill Olive Chapel Road
Widening Plan
Date
December 1, 2015
Scale
Vert: 1 " -= 4'
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Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELt?PER:
Milestone Developments, LLC
142 Towervlew Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
INew Hill Olive Chapel Road
Widening Plan
Date
December 1, 2015
Scale
Vert: 1 " -= 4'
Sheet

** FOR EROSION CONTROL MEASURES ALONG
NEW HILL OLIVE CHAPEL ROAD, PLEASE SEE
'STAGING/EROSION CONTROL PLAN' (SHEETS
8A, 8C, & 8E)..
f UTILITYT (WARNING --
IF.:
ANE,
U'H R A, D THIER IP'J SE H C ECi, —E
PE N T -.: T
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l 260
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ROWSEO T T BROW N, EMILY � � �
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3Lrc PROP. 10' �a.o' 0� � \ .c
W PROP OFFSITE ZONED: R4 0W & R80W i VIM USE., SINGLE FA 111L Y
-,
+SEMENT MULTI -USE —27.01--r GRADING
USE. SINGLE FAMIL Y ?� I \ PROP TYPE 3
Ex. PP TRAIL a EASEMENT j m OBJECT MARKERS
,.,� (TO BE ACQUIRED) ` I c PROP 12" W/L (OM -3R)
PROP 0 .� PROP TOA WATER
'ATE REQUIRED RELOCATION 10'0' FH l l '0 m z & ELECRICAL EASEMENT
PROP OFFSITE , PROP
,MENT 1 oQ PROP PROP. SIGN I
0 0 0 0 0 0 070c) 0 0_ GRADING DITCH #4
0 0 0 0° 0 0 0 0 0 0 0 0 0 0 ' g CB 74 / EASEMENT EASEMENT j Ex. 15 £UL VERT FES 80
000 0 0 0 !
0 r- REWORK I TO BE REPLACED 1 1,
\ .� EX. PP (TO BE ACQUIRED) EX. FEN M
PROP. PUBLIC PROP PROP 12 x 8 TE I -£E
RELOCATION' OF
DRIVE
_ I ' REMOVE/REPLACE
slop
1 12 GV
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GRADE
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( )
PROP 30 TYPE A ,� � �! 27.5 � � 40 R �, PROP 12 W/L M p 18 RC
\ \ \ PROP ....... -- M
t , � 15 RCP
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BUFFER \ 27.5 R \ ...-- _- -----'
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41
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zTIE EOP
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EX MAILBOX Ic o
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a– _
5.7 i TIE EOP POTENTIAL RELOCATION ` EX. UNDERGROUND'foil
OF UNDERGROUND UTILITIES UrIL/TIES.
\�� r r i
YEW HI LL OLIVE CHAPEL ROAD EX. OVERHEAD (CONTRACTOR RESPONSIBILITY)
(GAS, TELE, CABLE)
' ( '� � �^� ti` EX. f5" £E VERT PQWERL INES t T YP1 >< APPROX L OCA TION
(60PUBLIC R/W) SR 1 141 TO BE REPLACED / a
Sta 31+92.79 New Mill ,' f PROP. ROAD WIDENING f
©live Chapel Rd PAVM'T PER NCDQT
f /
Sta 10+00.01 'JManar '
N/F
MCKINNISH, r1mo rHY D l N F rr'
ZONED: R4 0W �,�C W YNNE, OW EN R
l -k % N/F J USE: SINGL E FA MIL Y / W YNNE, JOA NN E
BA REFOO T, SA NDRA / / ZONED: R4 0W 0
SINK, RA NOEL NT SINK, JA NE T C /f ZONED: R4 0W l f USE: SINGL E FA MIL Y
ZONED: R4 0W a � / / l / USE: SINGLE FA MIL Y
USE• SINGLE FA MIL Y�'
o
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIVERIFICATION
S O ELD OF ALL
EXISTING UTILITIES,
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRERUc N T TlO N
Co S CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
AN
EX. DRY UTILITIES (TELE/CABLE/FIBER
CONTRACTOR TO VERIFY SIZE/LO+CATION- -
----- -POTENTIAL RELOATIONS EY`D _
— PROP. 106.29' 18" RCP @ fit I1.46%
PROP. 29.65' 18 RCP a, 0.34%
M=
" MIN. CLEAR
�r
fV
co
EX. POWER POLI
RELOCATION REO'D
New Hill Olive Chapel Road
P
!e'er • • ° • � • ® ® ° • ®��
MIMME
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270+280
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GRAPHIC SCALE
0 40' 80' 120'
(IN FEET)
1 INCH = 40 !FT
MMME��
MEM • *Amlm� • ' •
35+00
EX. DRY UTILITIES (TELE/CABLE/FIBER
CONTRACTOR TO VERIFY SIZE/LOCATION -
POTENTIAL RELOATIONS REO'D
i
36+00
P
37+0{
The signatures affixed below certify that this sheet has been reviewed and approved solely per
mom
rJ ��
ME
CM–En needing
Date
0 E 0 E =M 0 E
Date
' .
' ®•
�_�
MEM'
•
Date
r
AN
EX. DRY UTILITIES (TELE/CABLE/FIBER
CONTRACTOR TO VERIFY SIZE/LO+CATION- -
----- -POTENTIAL RELOATIONS EY`D _
— PROP. 106.29' 18" RCP @ fit I1.46%
PROP. 29.65' 18 RCP a, 0.34%
M=
" MIN. CLEAR
�r
fV
co
EX. POWER POLI
RELOCATION REO'D
New Hill Olive Chapel Road
P
!e'er • • ° • � • ® ® ° • ®��
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S3 -F- VU
270+280
KIM rQE
50 260
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P. FH
ter-
M=
Q-
GRAPHIC SCALE
0 40' 80' 120'
(IN FEET)
1 INCH = 40 !FT
MMME��
MEM • *Amlm� • ' •
35+00
EX. DRY UTILITIES (TELE/CABLE/FIBER
CONTRACTOR TO VERIFY SIZE/LOCATION -
POTENTIAL RELOATIONS REO'D
i
36+00
P
37+0{
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the ce if atiion sl ed o '
gn n the caner sheet. of these construction laps.
rJ ��
CM–En needing
Date
Public Works – Env. Programs
Date
6
CM –Transportation
D to
Planning
Date
r
NA --
CM – Building in ections
Date
Planning–Transportation
Dake
u (ic Works – Water/Sewer
Date
Fire
Date
li
WA
Public Works – Electric
Date
Parks, Recreation & Cultural Res.
Date
%t
Public Works – S & E
Date
CO
cn �=
COCN
Q.W_O
P. 45.
280 1
270 1
26o
Engineering Planning
Site Design
1150 SE MAYNARD READ
QUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 TOwerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
New Hill Olive Chapel Read
Widening Plan
Cate
December 1, 2015
Scale
Horiz: 1" = 40'
Vert: 1" =- 4'
Sheet
r

** FOR, EROSION CONTROL MEASURES ALONG
NEW HILL OLIVE CHAPEL ROAD, PLEASE SEE
'STAGING/EROSION CONTROL PLAN' (SHEETS
8A, 8C, & SE).
UTILITY WARNING
t l/ N/F �Q
MI TCHEL L, MICHAEL D MI TCHEL L,
J / DEBRA H o
1 a / ZONED: R4 0W a
N/F I Ex. PP / USE. SINGL E FA MIL Y
SCRUGGS, D STEPHEN I PROP. OFFSITE --` l
SCRUGGS' L ISA K CONSTRUCTION
� �
ZONED: R4 0W & P80W EX. OVER FAD -------Q J EASEMENTPROP
PDWERLINES (TYP) PROP. PUBLIC FH 13
USE: SINGL EFAM/L Y I MAINTENANCE ESM'T PROP
PROP. PUBLIC CB 83
DRAINAGE
PROP. DRIVEWAYAPRON & ELECTRICAL EASEMENT PROP
f PROP TOA WATER EASEMENT 40'R
f
END 30" Ex. PPf8 CULVERT CB 81
C&G POTENTIAL ( PROP 12" W/1-
E�'.
(TIE EOP AT BOC) RELOCATION EMOVEPROP
11'
S 80 14,
PROP
E ><
CB 80a �I\ \ M
DITCH 4
-- NN NN 18 R
J8 VO
I PT. C CHANGE
StopE
i
i
I
I
1
1
1
11„=�1, F I E D � H �I1 \F� Era , ;
THF E _.,T L1 , P( F�,.-, I E F H T H_ U JF -
D L! TI -1T LET S�J F� ; S aL'
SLI H �1TF 1 T
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i .. V �.R r��iHTHF� C)JE� �.%T � Fr I� �H�.i H'=
F1 N_;F. . HT ;I:J l! I F_ S H. "ifJ R` 1 . I N-_ F_, 4C.
L� il���'�, FJDI tiTEE Tr H F= 1 L`1� ' F < i- Y' -
TH Y RE FC) C H F D 4,T < T HE L S LC',IL' LT F P,
rCF � � I �
r
_,�H THE 1R V - I "H
H'r'S1 -C _ A D H J I"I F D L T T-
39+
r*�
PROP STD.
30" C&G
40+00
°*
' "" v PROP. OFFSITE NlF
t CONSTRUCTION ALBRECHT, SCOTT R I
tD EASEMENT ZONED: R4 DW & P80W l I I
2 USE: SINGL E FA MIL Y j I N/E I
6
PROP 1 ( I A L BRECH T, THOMA S RICHA RD i
CB 841 PROP 12" x 8"' TEE
1-12 GV ZONED: R4 (1 W & R80W 1
1-8" GV 1 I USE; SINGL E FA MIL Y
PROP. PUBLIC A�~a ( E m j m,
MAINTENANCKES
SLOPE CHANGE k
X t
15" RCP" 40'R �, PROP BLOWOFF PUBLIC ti
sroP ' STD 600.04 AGE ESM'T �'
x SIGHT—DITCH #5 EX. OVERHEAD m m
1�4
TRIANGLE "` -- TIE EOP m POWERLINES (TYPJ
PROP
DI 82 o Ex. PP
R 3.T i7 3HO 3ND -----_ g
18 RSC\P14� 4:1 __� _ —J PROP EaP — 1 — �-- -- 1 — 3H --� 3H, 3H
41+00 42+D0 EX. Eo 43+40 — -- _ _ __44+ ~ `lei` 1
I
EX. EDP
I - lc• �• m o
ex. 15" cut VERT-,,'
EX. UNDERGROUND REPLACE
UTIL I TIES DITCH #6 I !ti
(GAS, TELE, CABLE! I
APPROX L OCA LION
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
NOTES:
9. ALL
CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
� t
Sta 40+50.41 New Hill
©live Chapel Rd
Sta 9+99,92 'HRldge' /
f �
i
r r
3.4' —PROP EOP— -�-- -� 26.2' aye b w
NEW HILL n1 I VE Ct4APEL ROAD _ `�"' --h'f V _� �\
N.C.S.R. NO. 1141
PUBLIC R/W
i
N/F
.JOHNSON, PHILIP A
JOHNSON, CYNTHIA C
ZONED R4OW
USE SINGL E FA MIL Y /
TIE EOP o
N/F
DARDEN, ZA CHA R Y M
DARDEN, CHRIS TINA M
ZONED: R4 OW
USE. VACANT
r
GRAPHIC SCALE
a 40' so, 120'
(IN FEET)
1 INCH = 40 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cern tins ' ed on the cover sheet heat of these construction plans.
C – Engine ring
Date Public Works –Env. Programs Date
J AL"- 4 t I Lr"�,
late"
C�
C --Tran sporta ion
t
9:3
rQi(Afit
CM – Building Inspections
'
N/F
W YNNE, OW EN R
Date Fire Date
W YNNE, JOANNE
ZONED: R4 0W
m
USE: SINGLE FA MIL Y
PROP STD.
30" C&G
40+00
°*
' "" v PROP. OFFSITE NlF
t CONSTRUCTION ALBRECHT, SCOTT R I
tD EASEMENT ZONED: R4 DW & P80W l I I
2 USE: SINGL E FA MIL Y j I N/E I
6
PROP 1 ( I A L BRECH T, THOMA S RICHA RD i
CB 841 PROP 12" x 8"' TEE
1-12 GV ZONED: R4 (1 W & R80W 1
1-8" GV 1 I USE; SINGL E FA MIL Y
PROP. PUBLIC A�~a ( E m j m,
MAINTENANCKES
SLOPE CHANGE k
X t
15" RCP" 40'R �, PROP BLOWOFF PUBLIC ti
sroP ' STD 600.04 AGE ESM'T �'
x SIGHT—DITCH #5 EX. OVERHEAD m m
1�4
TRIANGLE "` -- TIE EOP m POWERLINES (TYPJ
PROP
DI 82 o Ex. PP
R 3.T i7 3HO 3ND -----_ g
18 RSC\P14� 4:1 __� _ —J PROP EaP — 1 — �-- -- 1 — 3H --� 3H, 3H
41+00 42+D0 EX. Eo 43+40 — -- _ _ __44+ ~ `lei` 1
I
EX. EDP
I - lc• �• m o
ex. 15" cut VERT-,,'
EX. UNDERGROUND REPLACE
UTIL I TIES DITCH #6 I !ti
(GAS, TELE, CABLE! I
APPROX L OCA LION
POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
NOTES:
9. ALL
CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
� t
Sta 40+50.41 New Hill
©live Chapel Rd
Sta 9+99,92 'HRldge' /
f �
i
r r
3.4' —PROP EOP— -�-- -� 26.2' aye b w
NEW HILL n1 I VE Ct4APEL ROAD _ `�"' --h'f V _� �\
N.C.S.R. NO. 1141
PUBLIC R/W
i
N/F
.JOHNSON, PHILIP A
JOHNSON, CYNTHIA C
ZONED R4OW
USE SINGL E FA MIL Y /
TIE EOP o
N/F
DARDEN, ZA CHA R Y M
DARDEN, CHRIS TINA M
ZONED: R4 OW
USE. VACANT
r
GRAPHIC SCALE
a 40' so, 120'
(IN FEET)
1 INCH = 40 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cern tins ' ed on the cover sheet heat of these construction plans.
C – Engine ring
Date Public Works –Env. Programs Date
J AL"- 4 t I Lr"�,
late"
►U
C --Tran sporta ion
t
Planning Date
rQi(Afit
CM – Building Inspections
Date lan g–Transportation Date
blc Works – Water/Sewer
Date Fire Date
38+00 ,39+00 40+00 41+00 42+00 43+00 44+00 45+00
Parks, Recreation & Cultural Res. Date
IIS
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1st: review
02/10/16 Per Town of Apex
2nd review
DEVELOPER.;
Milestone Developments, LLC
142 Towerview Court
Carr, NC 27513
[phone]
Project
Jordan Manors
New Hili Olive Chapel Road
Widening Plan
1® 4
December 1, 2015
Scale
Horiz; 1" = 40'
Vert: 1 " = 4'
Sheet
CS - 22

2
i
qL
UTILITY WARNING — 0
�i�� �r�.L r, r ,
1K T -H
.,
F _ �. r `J' Tf-t' -
'.�
r_
ti .RLi'
U�
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3
r
r+ �� �` / EX WE ANl7S
i t t t k ( T YP/
-
k k k t
EX. MH 4 t t t It 14
STA.. 10+00.00 @ t t @ @
spy, ,�
PROP. o of CASING
5 36 CA G
t @ t t t (.25" THICK UNCOATED
y
SPIRAL. WELDED STEEL.)
41 -APEX STD 600.18
t 611r t t k
EX WETLANDS
(TYP)
\t t ss 'V
(EX 100'RIPARIAN
/1 BUFFER
100.0,
EX 100' RIPARIA N
BUFFER
Sewerine�ty be b©red far @
NOTES.0
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN S GN MUST BE ENGINEERED /F TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE C LE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
N/F
HOR TON, MR Y TL E H
ZONED: R80W
PROP MH 1 5' �
STA. 12+65.72
USE: VACANT
portion of outfall extending 20' t @
to each side of top of band. ( � t � � �
100.0 J � �'�. 4�0.\ �/ 'FLAT TOP'--''" t 'O,o \ 1% ANNUAL CHANCE
FL OODPL AIN BOUNDARY
s cS' PER FEMA MAP NUMBER
3720071000K PROP MH 2 (6
STA. 14+83.57
t t -
/ i ** SANITERY SEWER PIPE
TO BE RJDIP FROM
/y EX MH TOMH'1
t t.
i
'FLAT TOP'
PROP. 50' TOWN OF APEX—/50'`'
SANITARY SEWER EASEMENT
(TO BE ACQUIRED)
o�c
4�
FUTURE
PHASES
** FOR EROSION CONTROL MEASURES ALONG
SANITARY SEWER OUTFALLS,. PLEASE SEE
'STAGING/EROSION CONTROL PLAN'
(SHEETS 8a-80
PROP. 50`
O
fl O
�
1� 0
STA. 20+30.01-
STA, 10+00.00'B'
'FLA, 0 �, t
!
;
!
r o
r_
i
k / _
r
! r PR d
OP. 40'
T
OWN' OF APEX !
!
r h
k t t t G
k
! SANiTA Y t t
!
!
R SEWER
•-Ir! _ tk_ _t ,�! /t@_ 1 � - t -. _� 1,'� !!'�i +�t�-� ! �. _@ Z— / t, .'.-r !-• !.!.l_�/i _� _ ! � -�� l ! .��� 1� / -��t _yr t `� - � 1�_ vfrt' i _ �/ r. t"
E/ - A�tSEtt -M.,/..� -f� ENT Nrtk T
�/ `ttr '! @ __���i' /- i kt /� ! !F`�' S.,� �rk ! ! �' ` ���C/,' *S * !t `t • ` / ' �' �
atSyt�
is
�0
XFLODOWAY, O
0
t @ k-@-t/
0k
Sewerline to be bored for SANITERY SEWER PIPE ss
t t t k V
portion of outfall extending 20' I -TQ BE 2JDIP FROM Q
oa
, o
!@ MH3TQMH4to each side of top of bank,o
p
o
Wi/ EX. WETLAIVS0
`-,PROPMHt7'
t ; (5 0)'i t � � ! V ' PROP A
� ,STA. 17+63.48 � t � k
k ' F LY1� t l Q I,���� ~ � ��a�LApR
�7 B� t t @ t
EX 100 YR
FL 17O1lPL AIN �
EX 100'RIPARIAN 77. PROP. PUBLIC GREENWAY
BUFFER
��kEASEMENT
PROP, 305' of 36" CASING!
(,25" THICK UNCOATED T k t t @ t k t t t @ @ k
k SPIRAL WELDED STEEL), t @ @ k t @ t t k @ t @
/'-APEX STD 60018 _
EXFLDI?DWAY
k -irk k ! k t( @
J_ r ' - �. _ ,J I EX 100'RIPARIAN
� g0�.55 ; L l T TL E BEA _VER CREEK` t BUFFER
t �- ! t / t /'�@ ,! t @ !•�'-.,k Y k ! t � 4`-} , me q tt� k It k r1 It t ! t t t
/ k -�@ k k t t ; t '- •k t k ! t k ! `t -_ k ! t
.
SANITARY PROP "-SEEP
SEWER EASEMENT r C Qk L_L`A
r '! r\ t
_t k !
/ l r
t k t @ /
A'(SEE DETAIL)
__ —
r
105, 09. 13
50' t 4 t
t
t
Qt t t t t /t —t t t t t/ /
Q 2 SS EX 100' RIPARIAN l / 1' i -t �,-t t ! t t ! t
Q BUFFER ' 1 I _` l ! l t l l
4�__-i -1.._ t t/ t /t t !
SS PROP. PUBLIC � ' -�'y-_ l 100.0'r
/ GREENWAY EASEMENT t 1 t t@'` t E k r' t t_i t /t V r/`t
PROP.
50'
SANITARY
SEWER EASEMENT
Outfall A
!
/
\t t !
t --
FUTURE
PHASES
GRAPHIC SCALE
a 40' W I20'
(IN
FEET)
1 .INCH = 40 FT
The signatures affixed below cer310114
tify that this sheet has been reviewed and approved solely per
the certifion the cover sheet of these construction pians.
CM — Engine ing Date Public Works —Env, Programs Date
CM—Transportation Date Planning Date j
AA-
CM Building Inspections Dato Planning—Transportation Date
'41121
0, N ­­..'',
Public Warks — Water/Sewer
,nit
tnic
Date
Fire
Date
Date
Public Works —Electric
Parks, Recreation &Cultural Res..
Date
Public Warks -5 & E
Date
I v-ruu -11 -ruu I 1 -t -uv 1 15+Uu 14+UU 15+00 16+00 17+017 1$+40 19+00 20+00
l
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
(
919) 467-9708
C-0329
RE'VISIOnS
01 /15/16
Per Town of Apex
1st. review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court.
Cary, NC 27513
[phone]
Project
Jordan
Manors
Sanitary fewer
Quffl A
EX,
December 1 207
Scale
Horiz: 1' = 40
'
Vert: " - 4'
Sheet
CS � 23

#101
#100
#99
....--�`` "`" . I
#q3 #92
#94 0)
40'
96 #9,5 PROP. 40' J
PUBLIC SANITARY <C
#97 SEWER EASEMENT U) h
co0
I
PROP. WET
DETENTION BMP #2
/
0
�W
PROP. 10' PUBLIC '
GREENWAY TRAIL
PROP.
GREENWAY EASEMENT
W/ 10' TRAIL 900 'Jr o o
so•
/\`
w
.•...•SS++o.- �-.a
-• --_.
.
. - p • . "
'
_.
`-
• . `� , .
0
'o
0
0 o p�o p -OU-0 c 0 0 00 `6 0,
o
W
w W /s - /y • ffi
s
C °U
o
p-
-
• sosy W
sa
-oo°bo°o
poooao o 0 po o ©2popp poa opop.p
s2s
UBLIC
°
3C Pa°oopop0
PROP, 10} 0 000 125 4 o0 a0 0 o cN7911 E N 79 26 11E aoGREENWAY TRAIL- 0 oaoo o ss -s ss s -s -ss ss ss ss Cpo 161.36 FT 308.49 FT 5 0 PROP. 24x SS° p o PP. 24S�.
0 p0 50PROP MH 4 (6 O) 75 o0ao o 3940>t
o o 10 oo 72ss 24" SS
73
op .STA. 20+30.01 (A) o pop dWa
0STA. 10+09.99 (B) PROP A o
DIRECTIONAL p FLAT TOP oo 175• opo SIGN p00 ss 24
pp a©o It
o0
.„,o
o p 0 0 8.004PROP. 50
30' 0 0 p 6PUBLIC SANITARY onto.
ROP •g ooo 243-3350' SEWER EASEMENT 0
2 o p 2.5 25' &GREENWAY PROP MH 6 (5 O) EASEMENT
STA. 24+42,33
112• 'FLAT TOP' .
PROP. 501 PROP MH 5 (5r O) PROP MH 7 (6' Q) W EX. WETLANDS
74 co PUBLIC SANITARY STA. 26+03.69 {A =
0 SEWER EASEMENT. STA.22+73.34 STA. 10+00'.00 DEx goo'RIPARiAV .& GREENWAY 'FLAT TOP'
BUFFER, EASEMENT 19,ANNUAL C+ANCE 'FLAT TOP' 1% ANnuAL cHANcF
FL OODPL AIN -BOUNDARY FLOODPLAINBOUNDARY
PER FEMA. MAP NUMBER 'PER FEMA MAP NUMBER
EX. ETLAN. 707160
Qf\.
EX FL OOD4�A Y
40
PROP. 53 xPUBLIC SANITARY
SEWER EASEMENT'
& GREENWAY,/
/EASEMENT,,'o ' c
FOR EROSION CONTROL MEASURES ALONG
SANITARY SEWER OUTFALLS, PLEASE SEE
'STAGING/EROSION CONTROL PLAN'
(SHEETS 8a-8.
NOTES.
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS,.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
260
250
240
230
FLAT TOP'
ASPHALT PAVED PATH
2'.10' 2'
14% Mpx, 2%MAX. CR S SLOPE M
PAVEMENT DESIGN:
2" ASPHALT CONCRETE SURFACE COURSE
6" AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
CONCRETE PAVED PATH
f
x6x10 WELDED WIRE SET 2" BELOW SURFACE
1 4% 2% MAX. CROSS SLOPE I 4% MAX.
PAVEMENT DESIGN:
4" CRETE
6" AGGREGATE BASE COURSE
NTROL JOINTS}"
WIDE, 1" DEEP, V O.C.
PERPENDICULAR TO
RUN OF WALK
ANSION JOINTS }"
RECESS, ? WIDE, 30' MAX O.C.
PERPENDICULAR TO RUN OF
WALK
NOTES:
1. ALL LOCATION $ SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVER BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15' MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
TOWN OF APEX
STANDARDS GREENWAY SECTIONS 200.03
EFFECTIVE: NOVEMBER 20, 2007 ! SHEET 1 OF 1
PROP. 243.3324" DIP SS @b 0.12%
--
UTILITY WARNING
T
H , ;\ H� .E H LN
Date
Al
ATN . E\,, -N­
Date
iE TH'A- THE ..:[,�PEF
H 1L EE,
CM - Transportation
_
l HA THE
Date
l
-E E�,a-
���,-_E�
,E PSS EEE r= _
D to
3 ( 7LP
- 'r-,
Date
,E��N�
Outfall A with Greenway
PROP 168.9924" DIP SS @ 0.12%
GRAPHIC SCALE
G' 120'
(IN FEET)
I INCH = 40 FT
Greenway Note:
Greenway to match existing grade with
longitudinal slope not to exceed 5% and
cross slope not to exceed 2%.
. 6RAD
ROP. 161.36'24" DIP SS 0 0.12
M
• _��� ® ��_-i=si�� iii_®...s-_-�-_�_�=��.I
M NOME
4M
WEE
LU+UU zi +UU ZZ+UU
ZS+UU
14+UU
25+00
26+00
PROP. 155.74'24" RCP (a, 3.
PROP. 120.0' 18" RCP 1.67%
PROP. 308.49'24" DIP SS 0 0.13%
27+00
28+00
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifications igned on the cover sheet of these construction pians.
dl - Engineering
Date
Public Works -Env. Programs
Date
A-
CM - Transportation
Date
Planning
Date
l
CM - uilin ' In ct' s
d g sp n
D to
3 ( 7LP
Planning -Transportation
Date
blic Works - Water/Sewer
Date
Fire
Date
K
2� Vie►
Public Works Electric
Date
arks, R c atlon &Cultural Res,
Date
tj /I
Public Works - S & E
Date
260
250 9
240
230
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
�qtH GA�QI�y
� Till I
ReVSOn
01 /15/16 Per Town of Apex
1st review
02/10/16 Per Town Of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 ToWerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Sanitary Sewer
Outfall A with Greenway
Date
December 1, 2015
Scale
Horiz: 1" = 40'
Vert: 1 " = 4'
Sheet

0
0
0 0
20' -PROP. PUBLIC #87 00
STORM EASEMENT 0
#88 0 Ilk
PROP. WET 9 PROP. 10' 0 0
DETENTION BMP #2 #90 #8 TRAIL
PROP 20' 0
PUBLIC SANITARY
0
SEWER EASEMENT
0
PROP PROP, SS 0 0
113 91 MH 70 20' 0
00
sRss 0
0 30'
OU PROP. SS 0
MH 71 0 0 PROP
—PROP. PRIVATE " GRE 0 FES 70
------
20' STORM EASEMENT SS SS ItPROP. 10` PUBLIC DMEMONAL 00 PRQQW ik
SIGN
GREENWAY TRAIL
00 000 oo
I z
0 101
0 0 0 0,-./ 0-
0 0 -)-OU50 0
)0 0 0 0 0
0 0 0 00 0 0 0 C 0 0 UG 00 0 01 0 0 0 0
00 0 0 0 0 0"a V 0 0 Q 001-1 0 0 L�=o
0 - 0 - Q L2� ?:to -0-0 110 0 1:1 o- , 'M 11.0 Nrl
-0 12.5' N 78*56"14"' E ss-�—s S
N 79*2 f3'1 1
ZA ss— ss— — — — ss �_ SS SS
PROP. Ss 50' 308.49 FT SS--_SS_VK PRS727SSSS 276.39' FT
7.
PROP. 50'
PROP. 50, PUBLIC SANITARY
EX. WETLANDS SEWER EASEMENT
PUBLIC SANITARY
SEWER EASEMENT & GREENWAY
& GREENWAY 1%.4NNUAL CHANCE EASEMENT
EASEMENT`FLOODPLAINBOUNbARY PROP MH 9 (5# 0)
4 PER FEMA 14A P NUMBER STA. 31+88.57
PROP MH 6 (60) 'FLAT TOP '
372007WOOK,
STA. 29+12.18
PROP. 5'
'FLAT TOP - WALK
EX. WE Tt A NDS
PROP. 12"--'
WATERLINE
UTILITY WARNING
T_E
A K J 4 Ni F TI D' I-:-
1 HL ThL_� � HU,,`,,I� ­vE ' - '
- _[ i N ­ -
_? 11, -1 Nloil�
-
Ek(V F1_ -_LD SUR' I 1� rpt EXI"
H E,- F',' [,/I
-T I _F S yrk
J
_[HL
I I H E THL I I �
C� I JP �/_ I,- __ -1 1� A HE.
_RTHER UCF�i RA T
X
_FH
L!
�L HEE) R E kl
-DI '--' S) -11 Y I H.;
L 0'- T K' 114 LD L HH H F
A4�, - �!;(D S, IE L E F�,-( �/l
S Y
V
F -C, R Ii, �1 B
�Ii
D TH F U R_
A 0 CA
NOTES:
1, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3, ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED,
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
260
250
240
230
ASPHALT PAVED PATH
F4%2'
. of
MAX2% MAX. S
S SLOPE
4% MAX.
-------------
PAVEMENT DESIGN:
2" ASPHALT CONCRETE SURFACE COURSE
6" AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
CONCRETE PAVED PATH JOINTS INTS
ON '?L
(CWIDE I DEEP,6-0-c.
2# 10, PERPENDICULAR TO
x10 WELDED WIRE SET 2" BELOW SURFACE PRUN OF WALK
2% MAX. CROSS SLOPE 4% MAX.
SION JOINTS
PAVEMENT DESIGN:
RECESS, }" WIDE, W MAX D.C.
4" CONCRETE
PERPENDICULAR TO RUN OF
6" AGGREGATE BASE COURSE WALK
NOTES:
1. ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15* MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT,
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
TOWN OF APEX STD. NO.
STANDARDS GREENWAY SECTIONS 200-03]
EFFECTIVE: NOVEMBER 20, 2007 SHEET 1 OF I
Outfall A with Greenway
3)
10
the ns signed on the cover sh5et ol these construction plans.
A
9
Date
Public Works —Env. Programs
Date
00
Date
tJA
SEEM
INS
MM=EEM_ M
®i®'
:0Eel ;4AIA
2'+ ABO
100, Y _
PROP. "308,4' 24" DIP SS@C.V 0.13%
•3 We lei
1=1110111111M
PROP. 276.39'24" DIP SS 0.13%
28+00 29+00 30+00
31+00
'FLAT TO
the ns signed on the cover sh5et ol these construction plans.
A
CM — Engiffeering
Date
Public Works —Env. Programs
Date
00
Date
tJA
Date
CM — Transportation
Planning
INS
1001
IVA
0
CM —,Puilding Ins pectil
ate
Planning —Transportation
Date
•3 We lei
1=1110111111M
PROP. 276.39'24" DIP SS 0.13%
28+00 29+00 30+00
31+00
'FLAT TO
32+00
PROP. ROAD WIDENING
PAVM'T PER NCDOT
cy
Wl V
U......... .........
....... 00
0
LOT: 87 00
o
20'PROP. PUBLIC LOT: 88
STORM EASEMENT 00
LOT: 89 PROP. 10' 0
MULTI -USE 0
`.' LOT: 90 TRAIL 0
0
0
0
PR P MH 70 (4'0) PROP. 20' TOA PROP 4" 00
SS SERVICE
STA. 10+30.34 SS EASEMENT
1 0
'FLAT TOP0
0
PROP PROP MH 71 (4'0) 0 0
JB 91 29 STA. 11+65.44 0
i GQ 'FLAT TOP' 0
TF ALL F e ss 1110
VISS 0
too S
PROP 8 SS
0
N 11*03'46" Vy 67,43 Ss 00
PROP 10' PUBLIC 0
30.34 FT
SS 135-10 PROP 8" SS
GREENWAY TRAIL 0
OUTFALL A 0
1.
OUTFALL A _-.Ar 0�
It. 1 -
7.5' 10, Ic
CT 0 0 C
0 0 0 0 0 71 00 00 0 0 00 0
0 000�� 0 0 0 00 0 0 0 0 0 0 0 ()o
00 0 0 0 0 0 00 00 0 0 0 0 , 0 0 0 0
0 0 0 0, 0 n 0 0 n,� 'ZI 0 0 0 0
9T SS SS SS SS Ss SS\
SS_SS_SS 7— 10% SS SS SS � � PROP 24" DIP SS 50'
50#
25
X X
1A,-, AN�IUAL CHANCE
FL OODPLA IN BOUNDA R Y PER
PROP. 50'' TOWN OF APEX 4 FEMA 14AP NUMBER
PROP MH 8 (6' 0) SANITARY SEWER EASEMENT 3720 71000K
STA. 10+00.00 (F) & GREENWAY EASEMENT
STA. 29+12.18 (A) -COINCEDENT WITH SS
.FLAT TOP'
EX WE TL ANDS
FOR EROSION CONTROL MEASURES ALONG
SANITARY SEWER OUTFALLS, PLEASE SEE
'STAGING/EROSION CONTROL PLAN'
(SHEETS 8a -8f).
260 1
250 1
2 40 1
230
270
see, •
260
250
240
GRAPHIC SCALE
40' 80, 121'
NNE=
(IN FEET)
IINCH = 40 FT
Outfall F
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the ns signed on the cover sh5et ol these construction plans.
A
CM — Engiffeering
Date
Public Works —Env. Programs
Date
AIX
Date
tJA
Date
CM — Transportation
Planning
INS
1001
IVA
CM —,Puilding Ins pectil
ate
Planning —Transportation
Date
-..4rublic Works — Water/Sewer
Date
Fire
Date
3Nf
Public Works — Electric
Date
Parks, Wreation &Cultural Res.
Date
32+00
PROP. ROAD WIDENING
PAVM'T PER NCDOT
cy
Wl V
U......... .........
....... 00
0
LOT: 87 00
o
20'PROP. PUBLIC LOT: 88
STORM EASEMENT 00
LOT: 89 PROP. 10' 0
MULTI -USE 0
`.' LOT: 90 TRAIL 0
0
0
0
PR P MH 70 (4'0) PROP. 20' TOA PROP 4" 00
SS SERVICE
STA. 10+30.34 SS EASEMENT
1 0
'FLAT TOP0
0
PROP PROP MH 71 (4'0) 0 0
JB 91 29 STA. 11+65.44 0
i GQ 'FLAT TOP' 0
TF ALL F e ss 1110
VISS 0
too S
PROP 8 SS
0
N 11*03'46" Vy 67,43 Ss 00
PROP 10' PUBLIC 0
30.34 FT
SS 135-10 PROP 8" SS
GREENWAY TRAIL 0
OUTFALL A 0
1.
OUTFALL A _-.Ar 0�
It. 1 -
7.5' 10, Ic
CT 0 0 C
0 0 0 0 0 71 00 00 0 0 00 0
0 000�� 0 0 0 00 0 0 0 0 0 0 0 ()o
00 0 0 0 0 0 00 00 0 0 0 0 , 0 0 0 0
0 0 0 0, 0 n 0 0 n,� 'ZI 0 0 0 0
9T SS SS SS SS Ss SS\
SS_SS_SS 7— 10% SS SS SS � � PROP 24" DIP SS 50'
50#
25
X X
1A,-, AN�IUAL CHANCE
FL OODPLA IN BOUNDA R Y PER
PROP. 50'' TOWN OF APEX 4 FEMA 14AP NUMBER
PROP MH 8 (6' 0) SANITARY SEWER EASEMENT 3720 71000K
STA. 10+00.00 (F) & GREENWAY EASEMENT
STA. 29+12.18 (A) -COINCEDENT WITH SS
.FLAT TOP'
EX WE TL ANDS
FOR EROSION CONTROL MEASURES ALONG
SANITARY SEWER OUTFALLS, PLEASE SEE
'STAGING/EROSION CONTROL PLAN'
(SHEETS 8a -8f).
260 1
250 1
2 40 1
230
270
see, •
260
250
240
GRAPHIC SCALE
40' 80, 121'
NNE=
(IN FEET)
IINCH = 40 FT
Outfall F
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the ns signed on the cover sh5et ol these construction plans.
A
CM — Engiffeering
Date
Public Works —Env. Programs
Date
AIX
Date
tJA
Date
CM — Transportation
Planning
IVA
CM —,Puilding Ins pectil
ate
Planning —Transportation
Date
-..4rublic Works — Water/Sewer
Date
Fire
Date
3Nf
Public Works — Electric
Date
Parks, Wreation &Cultural Res.
Date
Public Works — S & E
Date
101011
00111 INS
SEEM• 111 0 EEMEMENOWMINEGIM
I MW
Ilk
001101
10+00
11+00
270 1
260 1
250 1
240
12+00
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Sanitary Sewer
Outfall A with Greenway
& Outfall F
Date
December 1, 2015
Scale
Horiz: 1 40'
4
Vert: 1 '
Sh eet

* \ \� �- \ / ,�� \ � �\ .� •° /'` EX'DO'�?IPARIAN
BUFFER
co
* * * \ i/ \ * \* ©r \ \ \\ *o * \ `h\* \ \ \.f* \ \ //\ ♦\ // * . * . -' PROP. PROP.30'GREENWAY
* /
EASEMENT \ \
EX WETLANfJS SEATING
AREAPROP MH 12 4l 0)4.PROP01
r /
- ` \
SS MH 13 {4'STA. 16+62.30 d
*
* FLAT TOP'
jos_`._....--•-r--te•-^"'-"."'• -- ``,. ----y-- """ sFL\
Q'.�*. l k ,,\rl O ,.♦.\_/
*m
* *
* CS` o �
.
.p
A 11
'
_
rr
/
E\
o\
X
/ p
1
00Y
R\
\/
PROP. 10L- FcaaaP AIN
PROP. 30REENWAYEX 100 YR 0 MULTIUSE PATH � 7.5' VtPROP 12" SS
ASENS 73 00 -----SS`"-S; ------ _SS
S ;97 (V/ 10 PATH) +-SS siS F
12 � p30 FT b o apoaa oo2 a COINCEDENT WITHSS PROP3 GREENWAY S o apbo-9 v. , a a p ----------- o p
EASEMENT oo p EASEMENT p pp1111
W/ 10 PATH oCo EX 50'RIPARIAN a ROP GREEN PROP. 30 TOWN OF APEX PROP 24
-COINCEDENT WITH SS BUFFER DIRECTIONAL apEASEMENT- SANITARY SEWER EASEMENT 152 RPOP. SIGN
SS SS - X 5SANITARY SEWER PIP°p BOARDWALK °
©a Q°o ,
a
\D
o
'a
©o o a TO BE RJDIP SECTION PROP. 50,TOWN OF a
p
°ap o oo p o FX 50'RIPARIAN FROM MH 10 TO MH 11SANITARY SEWER EASEMENT
a s� � BUFFER f
0 � *EX wErLANDS PROP MH 11 5 S
c
000
$6.0
°
0 * * + O
.,.-- PR P O H 4 a .� PROP MH 10 5 O a \ - \ \ STA. 14 49.50 b .o PROP. BMP ACCESS &
R P M (8 O) ° 8 * ( } * \ L \ * 6 v 10
DIRECTIONAL p p 3 \ * \ / \ * 55, .�
cAs MAINTENANCE EASEMENT
SIGN STA. 20+30.01 30 S 2S � � STA. 12+78.47 � �-< \ \ , �/ FLAT TOP 12 0
o d s 3 /\ * \ PROP, 50' of 24" CASING b ° 2.5' N
OUTFALL A = �, �`*.,,
o> FLAT TOP * \ r r '� \ (188" THICK UNCOATED * l 5� O
' \ / �� SPIRAL WELDED STEEL)' S o 0
STA. 10+09.00 � ° ~ U � os � - , -APEX STD 600.18
p a� 7.5' * * \ PROP; ANTI -SEEP 155• o �►
OUTFALL B �'}°, o * cO�LAR \. \ *
'FLAT TOP' ` `". ,,,,-----../ '`�- 0.� * �\ (SEE DETAIL). \\ \y \\ / ° p ASPHALT RAVED PATH
* /
�p � 154 \\ . /\ \* * * 000
0 Q 000
2' 110, 21
`"`• ° p 0 i,• aC
1 Nb
4% MAX. 2%MS S
LOPE
p S SS p+ 12"SS
a „ • PROP /REENWAY STORMWATER
\1713 O D CTIONAL BMP#3 PAVEMENT DESIGN:
p° (WET POND) 2" ASPHALT CONCRETE SURF
A
CE COURSE
00 PROP. WOOD 6"AGGREGATE BASE COURSE
99 � CHIP TRAIL WOVEN GEOTEXTILE FABRIC
°©p %
MAX.
/ /* \ 30' f PROP CONCRETE PAVED PATH ONTROL JOINTS"
100 \ \ i \ * / r\ o RCi + �_ WIDE. 1" DEEP, V O.C.
PROP. 30' TOWN OF APEX \ / / * r / \ /$ FES 300 2 10 •--2 PERPENDICULAR TO
\ * / \ \ ` * S. Ui x6x10 WELDED WIRE SET 2" BELOW SURFACE RUN OF WALK
SANITARY SEWER EASEMENT * \ U3 r ,
4 Q 2%MAX. GROSS SLOPE 4
107 30 / * PROP BOARDWALK _ %
,..
W \, � 4 SECTION co PROP �r� e,;..•. a
r* FOR EROSION CONTROL MEASURES ALONG �.,• ��
Sewerline to be bored for I4// \ a JB 301
f f� �% onion of outfall extending 2f)' \ k �\ // % SANITARY SEWER OUTFALLS, PLEASE SEE -�
V G �(/J d g r * \ N . r Q. , "r."� ,,. , t PANSION JOINTS ,.
/ % PROP. 40 STAGING/EROSION CONTROL PLAN PAVEMENT DESIGN: RECESS, " WIDE, 30' MAX O.C.
a, to each side of top of bank. \ PROP, 30 ---.-
\ PUBLIC 4" CONCRETE PERPENDICULAR TO RUN OF
ll (�- / ' \ \ \ " /TOWN OF APEX (SHEETS 8a•80. 6" AGGREGATE BASE COURSE WALK
(Q \ * r SANITARY / DRAINAGE
SEWER EASEMENT I EASEMENT
0JNOTES:
(.� � ,...-•-� � "),, � ,�. � \ / \ �°,` '�'""f �,� 1. ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
"\ \ N , , APEX CONSTRUCTION MANAGEMENT DEPARTMENT,
'- PROP. BMP ACCESS 8c ~'�' 2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP,
' MAI'NTENANCZ EASEMENT 3, ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED F N T.
PROP. 50 TOWN OF APEX 50 \ _. FOR GROUND CONTACT.
SANITARY SEWER EASEMENT \ * ` \' �\ / \\ / / /\ UTI LIT IA� WARNING
I N G 4. SUBGRADE SHALL BE STABLE AND COMPACTED.
\ .!
` ' <'� I f �,• r ( � , , _ :. TOWN OF APEX
- STANDARDS
- _ _ T GREENWAY SECTIONS
-,_ ;.
THRU BOLTS 'A'/ WASHER.. � c EFFECTIVE: NOVEMBER 20,2007
SPACING BETWEEN 2x4„ �i PICKETS ( PICA / \ '._ _ _ �„ !�,'�,� ��,,,`
'.
& NUTS (TY-ICAL)._. :, ,: ...2„x8., HAND RAIL (CON"IINUC_Sj \ \ / . ,_ -. -� - 5: >- -. --
4 x4 POSTS C-NIERFC _� _ ..( _ v �,_._I
'� „ _ ATTACH WI -H GALVANIZED :...SEWS- _.
{/" WI I,i PILINGS (TYPICA-) _� T
FASCIA
Ru B S WTH WASHERS &
3C� • • -
NU5. E;:POSURE ON EXTERIOR.
_ _
z: 6" OP RAI_
1x6 ,Oa P.�.L
r ,. r-
STRING:;R IUi4 T �,, � . ..
NI UM LNC _ .. � F
8"x8" NM I ! _ /t �. v
-. PIC Kr TS. 4 4 P....
T CAL :. � ,, .. .r. ,.
" „ N- r PE F-
JclsTs is D.C. � 2x6 Bo:T:,>r Ra.L ,� \ \- \ A
4"x4" POSTS - 2�,.x 6'� BO LTOM RAI_. ' � : � �_..-
f II -'^CROSS BEAM. (TYP.) II fli
ANGLE (TYPICAL):.
TO BE APPROVED
BY THE ENGINEER
260
250
240
230
TWO BEAMS A-_ DECKI\C
• ...., a.
"ND OF RAMP a a
ANGLE AND JOIST :'1ANGERS TO CROSS BEAM ON RJ BOT IS W
BE APPROVED BY THE ENGINEER EACH SIDE OF PILING. WASHERS & ^JUTS
81,X all MINIVM P LING It
TO BE --,,� (
STRINGER_ DRIVEN (`YPICA!) ' I
1 1
AC 801 TS W/ I I
FASCIA-/
_ , WASHERS (TYP.) I I I l
A I II
PLAN VIEW II I I
II01
SE0N A -A II
NOTES.
I MINI UM FILE
PENE 1RAl0N FCR PIERS SHALL BE TEN°EEl (OR A= K VED DEPTH BYCFOIECrNICAL ENGINEER).
2) SMAL, MEMB_ERS
SF_ALL HAVE PR[ DRILLED HOLES TO PREVENT SPLT`ING DURING; (,'ONSTRJCTION. DECKING TO BE ATTACHED TO ,.OSS
VS.NG CALVANIZ_ED SCREWS & HARDWARE (A -L WOODEN MEMBERS S IAIJ_ Hr HOL "C OR SCREWED TOGETHER., NO NAIL CONNECTIONS).
3) At BOLTS, NUTS, WASHERS, ETC. SHA_L BE 110 DIPPED CAI_VANIt. AFTER rABFRCATEON IN ACCORDANCE WIH ASTM A?53.
4) TIMBER BOARDWA.K ',S D£SI \ED IN ACCORDANCE WITH AASHFO SLANDARD SPEC IF CA I ONS '"OR IIGHWAY BRIDGES (17 EDIT#ON 2002).
DESIG\ LIVE .OAD IS SMALL VEHCLE OF SDOC POUNDS, 7500 POUNDS PER AXLE WITH A MINIMUM 96" WHEEL ASE..
5) SITE SOIL PROPERTIES ARE ASSUMED TC SUPPORT EO,.NDATION LOADS. CONTRACTOR SHALL PROVIDE GEOTECHNICAL REPORT TO THE
ENGINEER INDICATING THE SITE SOIL PROPERTIES THAT CAN SJ=PORT r`OUNDATION _DADS PRIOR TO BEGINNING CONSTR,;CTION.,
6) JOIST HANGER SIAL- BE CAPABLE OF SLPPOR�NG A MNIMUM SA --E WORKING 10A0 0} 3"50 POUNDS AND SHAD_ BE GA VAWZ=O.
1) SLRUCTUIEA- ENG \EER SHALL SIZE ALL L„MBER AND SEAL DETAILS & PLANS.
STANDARD I4' BOARDWALK (PLAN & SECTION VIEW)
-S" x 8" a LING
tt �IYP'.0 AL)
X.: ,RADE
PROP. 278.471 ` 12" PVC SS O 0.31 %
0 on NN N no 10P
STANDARD 10' BOARDWALK (ELEVATION VIEW)
WINMEMEA...
PROP. 171.03' 12"
RJDIP SS g 0.�o°
C STONE
FTR� BOL -5. WITH
OLSHERS & NUTS
A',0 -1E: 10 BE APPROVED
3' ENGINEER.
®•
••11 i-
Sewerline to be
bored for portion of
outfall extending
W T 20' to each side of
top of bank.
M _ -+ - T
ROP. 50' of 24" CASING
88" THICK UNCOATED
VIRAL WELDED STEEL
,PEX STD 600.181
-HYD' AL__"i 1TI.,T FJ'TE l T
NOTES,'
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF GRAPHIC SCALE
i e
0' 40'
APEX AND PR eo
PROJECT ENGINEER PR/ORT INT 1�0
O S ALLATION OF SANITARY
SEWER OUTFALLS.
Outfall B with Greenway
• • ® rte:
- r101
PROP. 212.86'' 12 PVC SS @ 0.30%
� � � =mss "m=�� .• ��� �� ._.�� � `` ®®ems ==®=�®®�INES
�� `` ����
•==®®®�� - - - � ���®���®mom � �®� ®sem=�� �� • .�
®� ..� ®. •• �! ®� ®� ®rte ,.
1111111MEESE ME
ME ME M
EMENEE SEE S r ! ! ��Qi ®�. ®® ��� . • !
' X11■��.�.'-'1�"Yi�1'.�I�' �I.�T��:�:�'?.�'i�.�lli�.l �®�.��... ..�I ���..� � ���'��� ��� �®�®moi®���� Imo. ��-- -..__ _. _ -__ _ -._
10+00
11+00
12+00
15+00
• aJ
FLAT T
t
(IN FEET)
1 INCH = 40 FT
Greenway Note:
Greenway to match existing grade with
longitudinal slope not to exceed 5% and
cross slope not to exceed 2%.
PROP. 227.3011211 DIP SS � 0.30%
17+00
18+00
200.03
SHEET I OF 1
The signatures affixed below cern '
g certify that this sheet has been reviewedand approved solely per
the c ific 'ons si ned on the cover sheet of these construction plans.
C - Engineering Date Public Works -Env. Programs Date
CM -Transportation Date Planning Date
JAI
CM -Id ng Inspections Dat Planning -Transportation Date
/,A�
ublie Works - Water/Sewer Date Fire Date
1 N tP�r •
Public Works - Electric
Date Park Recr atlon &Cultural Res, *Da
r`� 1
Public Works -S & E Date
±2' COVER
SPEC DIP=
19+00
260
250
240
230
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Sanitary Sewer
Outfall B with Greenway
Date
December 1, 2015
Scale
Horiz: 1" -= 40'
Vert: 1" =4'
Sh eet
r� �

I
I j t
I ! ! t I
6 1 f
PROP. 30' GREENWAY_ _ , _ _ 'r Q '
t
000
/
F tf I t f II ! /
f f , a a
PROP MH 13 (4'0)--=-V 00
STA. 18+896fi (B)-- , 00 ,, ' PROP MH 14 (5' O)
--! -TSTA. 9+50.43 (Gway); a °�" STA. 21+33.40 (B)
t �FL�AT°T P' ; --� �, --- o STA. 10+02.80 (WOaks)
t �+
oo
PROP. 50' TOWN OF APEX ,��
PROP GREENWAY
DIRECTIONAL SANITARY SEWER EASEMENT
EX 100' RIPARIAN SIGN s
( BUFFER a
R / SS 48'49" W
k "~~--
R .--- Ex. WETLANDS 243.- 74 FTs 50 s ss
fi A o f 18• 0 PROP. 8" SS .. S SS
PROP, 30' TOWN OF APEX`'
SANITARY SEWER EASEMENT PROP. 5' WALK
& GREENWAY EASEMENT '> 4 4 0 � Q "'------ PROP
(WITH 10' TRAIL),.,q • a �' TF'ALL B---�---�, .._ _ CB 361
R 7 30' r,`'Q ©r PRdR. 20 PUBLIC
Q !, DRAINAGE EASEMENT CLQ
a ` PROP
Ec /, FH 23
00 \' .
x'17 Ua % PROPOSED PROP
STORMWATER
a a BMP #3 FES 360
a ' (WET POND)
o ---
/�ySPHALT PAYED PATH.
2, 101 2►
EA MAX. 2% MAX. CR S SLOPE 4%0,
% MAX
PAVEMENT QESIGN;
2" ASPHALT CONCRETE SURFACE COURSE
W AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
CONCRETE PAVED PATH ONTROL JOINTS
Q WIDE, 1" DEEP. & O.C.
2' x10 WELDED WIRE " BELOW SURFACE PERPENDICULAR TO
SET 2
RUN OF WALK
4% 2% MAX. CROSS SLOPE
14% MAX
fl
i ANSION JOINTS }`
PAVEMENT DESIGN: RECESS, � WIDE, 30' MAX O.C.
4" CONCRETE PERPENDICULAR TO RUN OF
6" AGGREGATE BASE COURSE WALK
NOTES:
1. ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
T
ED,
STD. NO.
TOWN OF APEX
STANDARDS GREENWAY SECTIONS 200.03
EFFECTIVE: NOVEMBER 2D, 2007 SHEET 1 OF 1
l 260
250
240
230
Outfall B
Greenway Note
Greenway to match existing grade with
longitudinal slope not to exceed 5% and
cross slope not to exceed 2%.
FLAT TOP`
)ROP. 227.30'12'
DIP SS @ 0.30%-:
PROPOSED GRAD
CO
Q�
223 C X
0 f
PROP ` o00,
CB 364
C -i C�
Q
ss A
SQA
cPs
PROP. 10' TYPE
'B' BUFFER f
v�
C
PROP. S' PROP. 30" 10'
8
WALK (NP) C&G (TYP)
LOT: 118 PROP 8" W/L /
10'x 70'EX W .— — — F TL A NDS"
SIGHT
TRIANGLE i
PROP MH 54 5` 0 •'L7�
5, 1 p
STA. 10+00.00 (G) = g ` PROP MH 11 (60) --
STA. 18+48.59 (FGrant) PROP. STA. 10+00.00 (C)
�. +
................
PLAY LAWN #3 STA. 14 49.50 (B)
firs° �
21 ` (0.31 acres) .FLAT TOP'
t Dr OUTFALL G
Ss _`'`~'►+, ss`'``... I �. PROP MH 55 (4-0)
�, -...ao STA. 11 +93.29 �
,4 -_ ss % N 15-28'04" Vy J,50:0
--.. s Ss ss ----1-+ ss ss s FLAT TOP A
ss -. ._ M 193.29 FT
$ PROP 8" SS '
Jj
,. M
4•'PIP x.
/ X 1 -4 1— 1 — —
co
,'S'Cp �' l � AREA �
PROP. 40,--/
0'
PROP '8"x 8" TEE_ 1_, TOA SS EASEMENT , 7
' ss PROP
PROP. PUBLIC � �' FH 16
\ DRAINAGE ESM'T 181, RCP PROP
h PROP 5' CB 316
CB 315
LOT :124 0co
/ 1
CD
` LOT • 119
UTILITY WARNING --
I H E E
E5 P, P ti 1 � 1 v
„ I
- T�
I ,I ,i
I
1 'r
fa F ','`� E -HE IBJ ` � �I- E 0R , '; „- JIvLD. HE
7
H`
J
I r1-H'i�
F
H HI f_ F H
H
PROP. 90.87' 18" RCP @ 1,32% o
PROP. 243.74"' $" UIP 4.55°10
eel
PROP 5' (�
BLANKET UTILITY
I EASEMENT x
PROP 8" SS
-- PROP 4" f.
PROP I SS SERVICE
MH 57
PROP 3/4" E
WATER METER GRAPHIC SCALE
LOT: 123 f LOT: 120 a 40- aoI20
I 1 1
NOTES. CIN FEET)
I INCH = 40 FT
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
the ce a ons Ig ed on cover sheet of these construction plans.
STANDARD SPECIFICATIONS AND DETAILS.
tthe
2. CONTRACTOR /S RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
Cd- Engin Bring
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
Public Works -Env. Programs
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
Panning
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
FOR EROSION CONTROL MEASURES ALONG
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SANITARY SEWER OUTFALLS, PLEASE SEE
SEWER OUTFALLS. Outfall G
(SHEETS 8a-80.
'STAGING/EROSION CONTROL PLAN' oUtfall C
260 Il 280
2 5 0 II 2 7 0
��-��-•mil 01
Es
MEN
M=M
i • •� r r
•O
• • -
®I =
193.29' 8" DIP SS @ 0•
tuu GU+VU 11 +UU 11+UU 1 U+UU 11+00
0
CU
12+00
,PROP h
CB 330 ��
t
The signatures affixedbelow certify that this sheet has been reviewed and approved solely per
the ce a ons Ig ed on cover sheet of these construction plans.
tthe
Cd- Engin Bring
Date
Public Works -Env. Programs
Date
Date
Panning
Date
CM -Transportation
f� (A
N
-�
®► re r �OEM
CM - BLAIdIng Inspections
D to
Planning -Transportation
Date
i
Water/Sewer
'c Works - Water Sewer
Date
Fir
Date
Public Works - Electric
Date
Park reation & Cultural Res.
Date
d�I
Public Works - S & E
Date
mug 10 a 1#1
MEMEM MEE
11111111111M ME ME MEMEME11111MM EIM
r* -1
0
' ' W MIME EWIVA
��
op Cr M
simmis EM ME
�W'=
2601 240
250 1 220
22
MIN.
r
10+00
11+00
12+00
260 1
250 1
240 1
230
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
Revisions
01/15/16 Per Town of Apex
1 St review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Sanitary Sewer
Outfall B/Outfall C/Outfall G
Date
December 1, 2015
Scale
Horiz: 1" = 40'
Vert: 1, _ 4'
Sheet
No
mom
.0
MIN
MEE
-�
®► re r �OEM
��®_�� � •+. • � �®� SIM
�■®_®®®®� . • ®SII �•
10+00
11+00
12+00
260 1
250 1
240 1
230
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
Revisions
01/15/16 Per Town of Apex
1 St review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Manors
Sanitary Sewer
Outfall B/Outfall C/Outfall G
Date
December 1, 2015
Scale
Horiz: 1" = 40'
Vert: 1, _ 4'
Sheet

510. 0
> k\
>
PROP AN
COLLAR\
50.0,
V
F. EX WETLANDS
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS. Outfall D
�.�PROP/
IN 501
O
ice-,
-PROP 8" W/L---,-
PROP MH 50 (60)
STA. 11 +59.84 (IL-11 ) --
STA. 24+13.50 (JManors)l
PROP.
PUBLIC
DRAINAGE
EASEMENT
L I FRONT
UTILITY WARNING
__
NONE
-S S,
_______
MENE ENOW NUNN
C R M,4 N
K:_
NO A R 1, N
_
'VN C C� M --R I S I L TIES
CM — Transportation
SERVIC P E
n)
N 0 W —HE
OWNS
NONE
0
F,
LJ
TH C,_ 1�:, —F
29
_E _ROM
BROWN, SCOTT BROWN, EMIL Y
H E Y(j F, N
MEMMMMONNE
MENN
_T H F EN D E R OR 0 1`1 TlEc'
10+00 11+00 12+00
aO s PROP
F F t ' p CB 203
0
�0_ 00
% 0
Cl) 0
CA
0 0 PROP. 10' PUBLIC
REENW
AY TRAIL 0 G0 PROP
0 LOT: 91 MH 61
U)
0 PROP MH 60 (5-0)
0 STA. 11 +75.38 (E)
0 PROP. PUBLIC STA. 15+85.51 (JManors)
0 0 TOA S8 EASEMENT
0
0
EX. 100 YR cc) SS
FLOODPL AIN
o- 18�-50' W
p
�Ss �� 9 oplo
0 l
75.3t3 FT
49 --PROP
00 9. C13 201
0
00'
, PROP MH 7 (6.' 0PROP) 0 FES 200
STA. 10+00.00 (E) 00
- STA. 26+03.66 (A)
'FLAT TOP'
PROP. PUBLIC
STORM EASEMENT
-0 PROP. 50' TOWN OF APEX
0
0 SANITARY SEWER EASEMENT
0 (n
00 & GREENWAY EASEMENT
000 -COINCEDENT WITH SS
PROPOSED
STORMWATER
BMP#2
PROP FES 2000 (WET POND)
4"
0 PROP
RISER 2001
V---- t --
GRAPHIC SCALE
20'
PROP
CB 204
,,--PROP 8" W/L
PROP
'PLAY LAWN' #2
PROP. PUBLIC
TOA SS EASEMENT
PROP
__�_�
FES 93
0[J
SS '4.2 20,
�0-2_PROP,
',e
PROP
FH 11a PR
Op 8p
SS S
PRO
CB 202
(dbl) PROP
'PLAY LAWN '#2
10,
DDR
PP '
1%O.1'A7TC20
ce 'NTO'B'L.IMOTS"
—PROP 10'
TYPE WBUFFER
PROP MH 68 (4-0)
STA. 13+77.86
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__
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TYPE WBUFFER
PROP MH 68 (4-0)
STA. 13+77.86
'FLAT TOP'
cr 40' so, 120'
(IN FEET)
I INCH = 40 FT
Outfall E
The signatures affixed below certify that this sheet has been reviewed and approved solely per
DRAINAGE
sheet of these construction plans.
0
'**—PROP 10'
TYPE WBUFFER
C9— Engin4(ering
EASEMENT
NiA_
A)A:
Date Planning Date
CM — Transportation
pf
n)
l /
/
NIF
6
YuOic Works Water/S_e�wer
29
Qr
BROWN, SCOTT BROWN, EMIL Y
a
—
Date Pa s, creatji;on�& Cultural Res. at
CO
ZONED: P40W & P80W
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/
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The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifications si ned on the cover
sheet of these construction plans.
71
C9— Engin4(ering
Date Public Works Env. Programs Date
NiA_
A)A:
Date Planning Date
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A [A
n)
CM uilding Inspections
Date Planning —Transportation Date
6
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re
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Oe
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—
Date Pa s, creatji;on�& Cultural Res. at
Public Works — S & E
Date
10+00 11 +00 12+00 1 3+00
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2n d review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
unitary Sewer
Outfall D & Outfall E
Date
December 1, 2015
Scale
Horiz: 1 40'
Vert: 1 41
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NONE
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10+00 11 +00 12+00 1 3+00
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2n d review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
unitary Sewer
Outfall D & Outfall E
Date
December 1, 2015
Scale
Horiz: 1 40'
Vert: 1 41
Sheet

EX. 8" HL OW fFF--a
N/F PROP CONNECTION POINT
WS—JPA LLC REMOVE B%O AND CONTINUE 8"
ZONED:PDD f
USE: SINGL E FA MIL Y PROP 20' TOA
WATER EASEMENT
PROP PRIVATE OFFSITE --
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
J
N/F
HOP TON, MR Y TL E H
ZONED P80 W
USE VACANT
1
--
PROP BLOWOFF
STD 600.04
EX 100' RIPARIAN
BUFFER
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5.HED LE A PR
SC U E CONSTRUCTION CONFERENCE WITH THE TO
WN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
EX 100` R/PARIA 'N
BUFFER
12" Waterline
I I%WI I%Irn1a_vI vc�V
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
(10,004 SF)
NIF
CHURCH, NINA L YNN
ZONED: R4 OW & R80W
USE SINGLE FA MIL Y
`— EX FENCE
TO BE REMOVED
TO EXTENT TO FACILITATE
INSTALLATIONS
PROP BLOWOFF
STD 600.04
GRAPHIC SCALE
0' 40' EAI` 120,
CIN PEET)
I INCH = 40 FT
The signatures affixed below certify that this sheet has been reviewedand approved solely per
the certific tions s" ned' on the cover sheet of these construction plans.
UTILITY WARNING —
•
A
`,.
FOR EROSION CONTROL MEASURES ALONG
C : — En i ering
- ; -,,, ,
Public c Works— Env. Programs
r,
:;L r , i � L . . H T ` ,
WATERLINE INSTALLATION, PLEASE SEE
_ i`- � ....�
I �._ _,. . ,
� . .�, { � � F"� i �
\1
14 K_'S �,L- `;
STAGING/EROSION CONTROL PLAN (SHEETS
-,L
_
Date
Y
CtVI Building Inspe ions
Date
Planning—Transportation
r r� r
r
ublic Works — Water/Sewer
r�
A L_ I N � � � ��� r �� E `T TJ
E-
E L E l
_ _ ��� ','S (T'- 1 E L -T I- k
- 4
Public Works — Electric
Date
its
Parks, Recreation & Cultural Res.
TE -HE I,NL)E R . ND 1UT 1
PROP BLOWOFF
STD 600.04
EX 100' RIPARIAN
BUFFER
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5.HED LE A PR
SC U E CONSTRUCTION CONFERENCE WITH THE TO
WN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
EX 100` R/PARIA 'N
BUFFER
12" Waterline
I I%WI I%Irn1a_vI vc�V
CONSTRUCTION
EASEMENT (TO BE ACQUIRED)
(10,004 SF)
NIF
CHURCH, NINA L YNN
ZONED: R4 OW & R80W
USE SINGLE FA MIL Y
`— EX FENCE
TO BE REMOVED
TO EXTENT TO FACILITATE
INSTALLATIONS
PROP BLOWOFF
STD 600.04
GRAPHIC SCALE
0' 40' EAI` 120,
CIN PEET)
I INCH = 40 FT
The signatures affixed below certify that this sheet has been reviewedand approved solely per
the certific tions s" ned' on the cover sheet of these construction plans.
•
A
C : — En i ering
Date
Public c Works— Env. Programs
Date
CM —Transportation
Date
Planning
Date
CtVI Building Inspe ions
Date
Planning—Transportation
Gate
ublic Works — Water/Sewer
Date
Fire
Date
- 4
Public Works — Electric
Date
its
Parks, Recreation & Cultural Res.
Date
I
Public Works — S & E
Date
U+UU 1 1 +UU 11+VU 1,5+UU 14+00 15+00 16+00 17+00 18+00
�In
tniet
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
G0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone developments, LLC
142 Towerview Court
Cary, NC 27513
(919) 417- 4429
Project
Jordan Man©r
12" Waterline
Date
December 1, 2015
Scale
Horiz: 1" = 40'
Vert: 1" = 4`
O
CS - 29

** FOR, EROSION CONTROL MEASURES ALONG
WATERLINE INSTALLATION, PLEASE SEE
'STAGING/EROSION CONTROL PLAN (SHEETS
8e & 80.
NOTES.
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURS UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
UTILITY WARNING
E
Li G f A
V1_H'
Er<� IA I XE,R.�
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IPJ - ;�E_,,., THE E �; �E .tiI I,', G. `-
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L " I ,jTE1= � _THHi H E
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FUTURE
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f
i
FUTURE
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PHASES EX FENCE
(REMOVE AS REQ'D)
PROP 12"x 12 TEE
1-12" GV - PROP CAPh "` ` X __ - __ .
PROP 12" W/L x-------_--�--`_-~
1-8" GV (CLOSE COUPLED) + X - ----X x X - PROP. 20' x
1-12" x 8" RED. X TOA WATER EASEMENT
pfd c20+ ' � x PROP 12" WiL
pT' C0+14 M M 22+Q0 23+00-.�- -- —
�_ — — __ _
M �.`_` ,` "^ `-f--- +00
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_ — M M �_ .. � M M T+06
-
M --- -- _-----_T_ M M M M
20'
PROP PROP 20' TOA
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3 FH 6 X
I PROP"
20'
PROP 20' TOA
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+46-8i
�Q PROP 12" W/L
1
1
PROP
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co PROP 2" x 12" TEE
1-12"
3 1-8"G
-pT''_1%+7 1-12"x8""RED.
1
�...-
i-'
PHASES
PROJECT BOUNDARY
20' 1
PROP 20 TOA
WATER EASEMENT
EX FENCE
TO BE REMOVED
TO EXTENT TO FACILITATE
PROP BLOWOFF INSTALLATIONS
STD 600.04
12" Waterline
FUTURE
PHASES
GRAPHIC SCALE
0' 40' W 120'
CIN FEET)
INCH = 40 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifica 'ons sig ed on the cover sheet of these construction plans.
R `L
C - Engir#6ering
bate
Public Works -Env. Programs
Date
` i `
(t�y
-V
CM -Transportation
Date
Planning
Date
CM uilding Inspections
Dae 1
Planning -Transportation
Date
d
Date
Public Warks - Water/Sewer
Fire
Date
Public Wor s - Electric
Date
Parks, Recreation & Cultural Res.
Date
tq IA
Public Works - S & E Date
10-1- UV I V+UU LV+UU zi +UU 11+UU z3+aU z4+00 25+00 26+00 27+00
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
C-0329
a
Revisions
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
12" Waterline
December 1, 2015
Scale
Horiz: 1 " 40'
Vert: 1 " = 4'
Sheet

r
X
EX FENCE
(REMOVE AS REQ'D)
EX WELL & SEP r1CAREA
TO BE REMOVED
00
PROP p
FH 2 W
PROP
(U
26 00 — —--
27+00 — _ �� — _ J _ __ -1
,� M 28-100 29+ 0 CL
M M M
PROP 20' TOA PROP 1'2" W/L
WATER EASEMENT
I
EX. HOME & S TRUCTURES +
TO BE REMOVED I I
0
o�'
I
FUTURE
PHASES l I
PROP 20' TOA 20'--------,
WATER EASEMENT '
UTILITY WARNING
11 - H( H E
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IJE iii I T E S SH JIV VN _I_ - i, U E
flHF A E.4, ETH, --R 11J SE ✓In r ~I_
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C''41 -LY �. -
E _ ,. �._L LC -C r,T[ �� vl R r 'UNr) �. '�C �E`).
** FOR EROSION CONTROL MEASURES ALONG
WATERLINE INSTALLATION, PLEASE SEE
'STAGING/EROSION CONTROL PLAN' (SHEETS
8e&80.
PROP 12" x 12" TEE
1-12" GV
1-8" GV (CLOSE COUPLED)
1-12"x 8" RED.
12" WIL
PROP
FH 1
SH,FO
EX. WELL & SEPTIC AREAS
TO BE REMOVED
PROP 12" W/L
1 EX WETLANDS
Ii
I I EX. PP D d
TO BE REMOVE
OHEC1J OJ
PROP 12"x 12" TEE QHE QHE —.
I DHE
1-12" GV -_
1-8" GV
1-12" x 8" RED. I+00
M' M — ""
• �— PROP AIR RELEASE 20-
PROP 8 W/L + VALVE IN MH PROP 20' TOA
I WATER EASEMENT
f PRQJECT BOUNDARY
PROP. 20' PUBLIC
UTILITY EASEMENT
FUTURE 20' RIGHT OF WAY
(TO BE DEDICATED)
PROP 12" W/L
PROP
FES 50
9'
11'
1'
NOTES: PROP TEMP.
,�, /-PROP
EASEMENT
1. ALL N
CO STR T1OI1l TO BE IN A RDANCE THAlT
UC CCO WI A L OWN DF APEX
STANDARD SPECIFICATIONS AND DETAILS..
2. CONTRACTOR IS RESPONSIBLEF
OR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE N
U E A PR ECONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
PROP 20' TOA- PROP BLOWOFF
WATER EASEMENT STD 600.04
N/F
CHURCH, NINA L Y NN
ZONED: R4 4W & R80W
USE: SING LLE FA MIL Y
I
12" Waterline
(16,310 SF
PROP. 6 --
WALK (TYP)
PROP—
CB 50a
CB 51
PROP PUBLIC
DRAINAGE
EASEMENT
DtA HE - ; Q E ------ --
EX. PP
EX. OVERHEAD
POWER LINES
-- PROP ROAD
WIDENING PAVM'T PER NCDOT SPEC
z
O
M�
1 GRAPHIC SCALE
Q C a, 40' so, Ia'
r-
i " 1 NI F (IN FEET)
'-' TINGEN, FREDDIE GIBSON 1 INCH = 40 FT
ZONED: R4 OW
USE: SINGL E FA MIL Y
r
76
EP- 35+22,14
PROP 12"x 12" TEE
2-12" GV
RELOCATION OF
O/H ELECTRIC REQ'D I 1 1
t
PROP PROP t� I
FH $ ,
CB 54 '
PROP 12- W/L ev ' 04:3
1
cn
1
s P
1
.ROP BLOWOFF � 1
STD 600.04 �
ti
PROP
DI 52
Stc 10+00,38 Horton Ridge Blvd
Sta 15+90,03 New Hill
Olive Chapel Rd'
_$PEX. PPP
— POTENTIAL RELOCATION
OF UNDERGROUND UTILITIES
(CONTRACTOR RESPONSIBILITY)
78" RCR
elf J0.5.,52
The signatures affixed below certify that this sheet has been reviewed and approved solely per
s. ned onthe cover sheet of these cpnstruction pians.
Wcerfifffic
2 /4ing
Date
Public Works -Env. Progra ms
Date
I�N
A-
CM -Transportation
Date
Planning
Date
1� (A
CM - Building Inspections
Dyi to
Planning -Transportation
Date
310IX,_
blic Works - Water/Sewer
Date
Fire
Date
At,,/
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
Public Works - S & E
Date
�• • .. w . vv w 1 vv vv ! vv VI _17 %.#W `JLTVV %JJTVV %.%`t -r VV 00_rVV
PF
ulie�T
Engineering Planning
Site Design
1150 SE MAYNARD READ
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 TOwerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
12" Waterline
Date
December 1, 2015
Scale
Horiz: 1" = 4'
Vert. 1" - 4'
Sheet
CS - 31

CIRCULAR CIRCULAR
Da = 14°35'52" Da = 48°45'45"
Dc = 14°38'15" Dc = 50°22'07"
T = 32.99 T = 43.49
R = 392.50 R = 117.50
L = 65.82 _
\\C = 65.74 \r \ r NSF a\rr � r
,Ex
` .,„ ,. '.. ,. .--.. • l-rr\.\'\,.\\, , a \� r \�,/r\ rr \. \ \: \rr \ \ J �� A 1. \\ � �-1PA LLL
r \ WE Y5
E100 RrP�?fA� Y1.3Q E 7./9
7 ,J I•'?
BUF�R \ " M 7.31 L
V)
S 73°12;53} W \ r USE., SINGLE FA 9/L fi
r,.
L„ CO
.• r \ \ \ ,49.57 IST /, \\ rr\ \ ar \\ '�, \fir-' \"•..�. it \ /r\ /r \\ -.,,\' r \ /i \ \\er \\ r'`w rr \ \ r,r \ I / /
\ :�, r \ \ r \ (� ,,,. \ \ �„� '" \ \ a a \ � / \ r . rte. \ r / /�-� �� � \ r •- \ \ r r \ � \ \ r
° » hr \ rr1� \ �.rr \ \` r \ r \ r \ \ \ /r \ e \ r \.D \ �\ EX 100" RIPARIAN / f
.. ���TA. 9+50,43 45.05 T BUFFER
°06'3 }I Greenway Easement= N 82 `
;}\
\ \ e r \
.\ PROP.
30'GREENWAY
REENWAY [ja 1Q'89.66 7 4.2 2 FT,r l/��lUAL E�AMCE, EASEMENT Outfall B FL QCQPA IN BOUNU�R Y PER\ OUTFALL B --------- ,_ (W/ 10'- pLIC �E�A �A���\�
r r TRAIL)
175,0
p 3037200\�000K
"SSfRVP 12 1 ���+ / •/ .r
/
l I
SS -SS-
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0 0 p .� /V` 8830 0
83QQ o ppo ------- '- 0 oo� 00
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00 0 ,•p O Q (� 7.5 \ f \\�(JI
� \ \ \ , Q 000
___ PROP � " _ 00 p op
MH 13� oPROP 17.5
SECTION <' -. o r ,, -'._BOARDWALK poP ppURECTIQNAL p
SIGN
00 0 880
co
PROP , \f== + WPROP. 5 " o xt4? `\� � oQ FES 3000 pC- CONC.
WALK p -,,
�
END � R
O = 17+01.90
Ca'oN= 705871.02p Qo TRAM
IIS
PROP SPUVAY
PROP Q
RISER 3001 00
a
PROP. 2D' PUBLIC
PROPOSED DRAINAGE EAS El
50'
STORMWATE
BMP #3 CIRCULAR
(WET POND) Do -= 27°36'45"
Dc = 27°53'13"
T = 36.15
R = 207.50
L = 71.58
C = 71.23
E = 3.1j�3
M = 3.08
NOTES:
1. ALLRUCT O ST I O N
C N O TO BE IN ACCORDANCE WITH ALL TOWNAP O F X
E
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED,
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS,
01
L
PROP. 50' TOWN OF
SANITARY SEWER E
_p_o___ao ' (5\ �.,
� 16+67/.0
5r
E = 2015188.14
ENWAY o�/ FX 0
°ooopp100 YR
° po� -
Qpop
EL oaDPL A!N J ��
ASPHALT PAVED PATH
2' 10' 2'
F
X. GR
. 2% MASLOPE 4% MAX. 1
PAVEMENT DESIGN:.
2" ASPHALT CONCRETE SURFACE COURSE
6" AGGREGATE BASE COURSE
WOVEN GEOTEXT 1 E FABRIC
NOTES:
1.. ALL LOCATION 8 SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
TOWN OF APEX
STANDARDS GREENWAY SECTIONS
200.031
r iCD 0
m
EX WETLANL?S
CIRCULAR
�� „Dar = 69°26'5.8"
T Dc = 74°36'37" 1
I
T T w T - 33.20 T/
t A R = 82-50
,. L = fi 3.12 I
C = 61.59
E = 6.43
N/F
WS -JPA GLC
ZONED: PDD
USE: VACANT
1
M = The signatures affixed below certify that this sheet has been reviewed and approved solely per
-- UTILITY wIARNING
�I�E`r0�f`1TE� TH,;a,__ iH� 1��
0P- F1 S_'_ SUC N U f' i''
THFcf K � � Ifs � E �. f� �.F-��Ji_�
h DO E; R l H t_
n t
r
� E- v4�� i�.� i. HE � L.
r F -C. Ai H HE D E J E!E1 if= Y -- 1
- --, `E_S C R A T E L Y n,,.S P��.�1 ESf.= F f����"f
j- i.. lH _:i_iF' . YC`� Hs°;
PH _i - L) THr Jf`1DECU11111
Greenway Easement
GRAPHIC SCALE
0' 40' 80' 120'
(IN FEET)
I INCH = 40 FT
the cert�frc o s don the cover sheet of these construction plans.
CONCRETE PAVED PATH
ONTROL JOINTS
21
-10,
2
WIDE, 1" DEEP, 6`0.C.
PERPENDICULAR TO
Public Works -Env. Programs
)000 WELDED WIRE SET 2" BELOW SURFACE
® �i�i �® �Z":�■■�■�.��■�.®�_�.��� EiiV'�■�®■® ■� ®®® �� ■�■�■�
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4�M
1 %
2% MAX. CROSS SLOPE
o
44 MAX.
Date
Planning
Date
� �i
�■® ���
3,I1I V
IVA
I
CM- Building Inspections
PANSION JOINTS
Planning -Transportation
PAVEMENT DESIGN:.
4^CONCRETE
Pu Works - Water/Sewer
RECESS. } WIDE, 30' MAX O.C.
PERPENDICULAR TO RUN OF
Fire
6" AGGREGATE BASE COURSE
Public Works Electric
a s - c
WALK
NOTES:
1.. ALL LOCATION 8 SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
TOWN OF APEX
STANDARDS GREENWAY SECTIONS
200.031
r iCD 0
m
EX WETLANL?S
CIRCULAR
�� „Dar = 69°26'5.8"
T Dc = 74°36'37" 1
I
T T w T - 33.20 T/
t A R = 82-50
,. L = fi 3.12 I
C = 61.59
E = 6.43
N/F
WS -JPA GLC
ZONED: PDD
USE: VACANT
1
M = The signatures affixed below certify that this sheet has been reviewed and approved solely per
-- UTILITY wIARNING
�I�E`r0�f`1TE� TH,;a,__ iH� 1��
0P- F1 S_'_ SUC N U f' i''
THFcf K � � Ifs � E �. f� �.F-��Ji_�
h DO E; R l H t_
n t
r
� E- v4�� i�.� i. HE � L.
r F -C. Ai H HE D E J E!E1 if= Y -- 1
- --, `E_S C R A T E L Y n,,.S P��.�1 ESf.= F f����"f
j- i.. lH _:i_iF' . YC`� Hs°;
PH _i - L) THr Jf`1DECU11111
Greenway Easement
GRAPHIC SCALE
0' 40' 80' 120'
(IN FEET)
I INCH = 40 FT
the cert�frc o s don the cover sheet of these construction plans.
CM -Engine ring
Date
Public Works -Env. Programs
Date
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Planning -Transportation
Date
Pu Works - Water/Sewer
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Fire
Date
Public Works Electric
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
GARY, NC 27511
[phone]
C-0329
Revisions
01/15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerviewt Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Greenway Easement
December 1 2015
Horiz: 1 " = 40'
Vert: 1 "= 4'
Sheet
CS - 32

12' C
HAND1
CONCRETE BOX RISER DETAIL - PLAN VIEW
N.T.S.
12' CIL
HANDWHEEL
ADJUSTABLE STEM GUID
<CONTRACTOR TO PROVIDE
SHOP DRAWINGS)
1.5' DRAWDOWN
SCH, 40 PVC
(with 8' downturn
Length)
NORMAL POOL EL,
VAR BLE
NON -RISING EXTENSIO
STEM (CONTRACTOR TO
PROVIDE SHOP DRAWINGS)
6' NRS RESILIENT SEATE
GATE VALVE (FLANGE x
FLANGE) EMERGENCY
DRAWDOWN
12' illi' (FLANGE
x PLAIN END) 60 0'
1/2' REBAR-
WELDED
VERTICALLY
1-3/4' O,C.
RDENED STEEL PADLOCK W/
8' GALVANIZED STEEL CHAIN.
EMBEDDED
GALVANIZED #5 BAR CONTECH STORM RAX
PEAK ROOF
STRUCTURE TRASH
RACK SEE DETAIL
/STAY RIGHT 4'x4'
PRECAST CONCRETE
BOX RISER
//Top OF RISER
0 I
Utitity Anclior
(4 Typ,)
1 6 6
12;0' U
18:0'
R P
VARIABLE» PER BMP
VERT BARREL
Rebar Hotesl To Tie ase Extended Base To Be
Into Riser In Fieid Poured In F etd By Others
CONCRETE BOX RISER DETAIL ELEVATION VIEW
SCALE 1" = 30'
STORM RAX
PEAK ROOF STRUCTURE .�
(STANDARD SIZES)
DIMENSIONS IN INCHES TO THE NEAREST 1/8 -
HOST STRUCTURE INSIDE DIMENSIONS
LENGTH (B) WALL THICKNESS (REOUIRED)
WIDTH (A)
*AS DISTRIBUTED BY CONTECH
CONSTRUCTION PRODUCTS NATIONALLY-
Y40TH A 22 178132 78 143 S 54 3/8 165 1/8 175 7/8 187 1A 1 98 1108 3 119 1/21130 1 4
CODE 4 5 8 10 12 14 16 18 20 22 24
LEN 2 7/8 138 1/4 143"5 48 154 3 9 3/4165 1 8 170 1/2 175 78 181 78 187 !/4 J92 5.8 1 98 1103 3/811
GOD 6 7 1 8 9 1 10 1 11 12 1 13 1 14 1 15 1 16 17 18 1 19 1 20
HEIGH 11 $ 16 16 7 $
CODE 1 02 1 03 1 PEAK ROOF (PR) ---------------=---------
WIOTH (A) LENGTH (8) HEIGHT (C)
CUSTOMER: DATE:
DRAWN BY:
APP'D 8Y:
tC5, C,STER d1:fl 14069 PROJECT:
m . r,eoo ® ue0zaoe.rass DETAIL:
' Rip -Rap Apron Energy Uissipator
For Stormwater Outlet Protection
®�Lait
sr
Ab
i:+: �� s;'tioNotes
SectionApron liningmaybe
Pipe Outlet To Flat Area r1prap, grouted rip.With No Defined Channel f
or i
2. La is the length of
the riprap
a�,�r+111 l,!«� a►�I��
maximum stone diamete
but not less than 6
�r is, �swl►�i!
4. Dimensions
specifications oust
Plan be determined by
design method.
sass'.. -appropriate engineeri
SectioLa
Pipe Outlet
/
CID VJ
OC
..-------% /00 0
a Q_---0 Q ��--- SS
ROP
00C�O�O 0P
SIS
SS PROP 24
- , ,,,,.•.� --- PROP
MH 7
s�FPtij
0
0-0-0
woo
PROP
MH 8
of
i
PROP. 10GREENWA
,��� � '•- � � � 11�I`U LT I USE TRAIL
•M �--
PROP, BOARDWALK
r , S-ECTI OIN (20) - A.
OP. �.
32000 t
256.50 PROP. �- --__
FES 90
-�` PROP. VELOCITY
�-' DISSIPATOR (SEE CALL)
1 /
V /
the certifi atiqns s` red on the cover sheet of these
Temporary pool
Vegetate
0,04
levelFreeboard
1-Z Cb
CM - Engineering
Fennanent pool
Side sloPe J ft above max stage'
PROP
Bottom of vegetatedshelf
CM -Transportation
MH 60
/
t to
'v t�
f i
LOT 91
Bottom of pond (Sediment
Vegetated* I I Max Stage
OI`a
Public Works-Water/Sewer
6 Emergency Drain
Fire Date
out to
elevation)
�k (25 year)
sheif Forebay
Parks, Recreation & Cultural Res. Date
PROP. BMP ACCESS &
Date
MAINTENANCE EASEMENTI
�
�
O
} I Side slopes
oft, 1 ; 1
Outlet orifice
� Side sty
.
I
266.83 100 yr
, .-elevation
CID VJ
OC
..-------% /00 0
a Q_---0 Q ��--- SS
ROP
00C�O�O 0P
SIS
SS PROP 24
- , ,,,,.•.� --- PROP
MH 7
s�FPtij
0
0-0-0
woo
PROP
MH 8
of
i
PROP. 10GREENWA
,��� � '•- � � � 11�I`U LT I USE TRAIL
•M �--
PROP, BOARDWALK
r , S-ECTI OIN (20) - A.
OP. �.
32000 t
256.50 PROP. �- --__
FES 90
-�` PROP. VELOCITY
�-' DISSIPATOR (SEE CALL)
1 /
V /
Anti -Floatation-/
NOTE (IN ABSENCE OF SEASONAL HIGH WATER
TABLE DETERMINATIONS):
1. POND SHALL BE CONSTRUCTED WITH A MINIMUM
6" CLAY LINER.
2. THE CLAY LINER WILL CONSIST OF A PROPERLY
COMPACTED LOW PERMEABILITY SOIL CONSISTING OFF
A CLAY OR CLAYEY SILT
3. A 6" TOPSOIL LAYER SHALL BE PLACED ON THE
CLAY LINER FOR VEGETATION.
N.T.S..
GRAPHIC SCALE
o' 20, 40' N,
GIN FEET)
1 INCH = 20 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifi atiqns s` red on the cover sheet of these
Temporary pool
Vegetate
0,04
levelFreeboard
1-Z Cb
CM - Engineering
Fennanent pool
Side sloPe J ft above max stage'
Bottom of vegetatedshelf
CM -Transportation
Date
t to
'v t�
f i
!'
Bottom of pond (Sediment
Vegetated* I I Max Stage
OI`a
Public Works-Water/Sewer
6 Emergency Drain
Fire Date
out to
elevation)
�k (25 year)
sheif Forebay
Parks, Recreation & Cultural Res. Date
�U
Public Works - S & E
Date
DP OF DAM: 267.33 Trash Rack
Sediment + ean-out
} I Side slopes
oft, 1 ; 1
Outlet orifice
� Side sty
.
I
266.83 100 yr
, .-elevation
I 267.04
264. p of Riser(Weir) - To )
(Weir
_..
66.04:
263.51
263.5
,263.0
,
cc
�w`l- ..:: �,^E ;� � t.. :.: _ ^,��{ t. .. ,xc 4� -.. .. tYi;: � $n.'h.§a'.r-�„� �':: '�•, `�'. '21 �;-
� n,<.
� ��� ` <. r:� _. x".. .-.. .. < ,. ,: ,..'s ` K ':-. '�,''Y X2%?P`�xN`ticni: ,rLt � �. ', „h�5.: ^,SYZ *uS R, (e'•'S s'
a= , ;;M
RCP @ 1.6 7° o OUT: 25$.5
120. 00' 16,
257.5 ..I
Anti -Floatation-/
NOTE (IN ABSENCE OF SEASONAL HIGH WATER
TABLE DETERMINATIONS):
1. POND SHALL BE CONSTRUCTED WITH A MINIMUM
6" CLAY LINER.
2. THE CLAY LINER WILL CONSIST OF A PROPERLY
COMPACTED LOW PERMEABILITY SOIL CONSISTING OFF
A CLAY OR CLAYEY SILT
3. A 6" TOPSOIL LAYER SHALL BE PLACED ON THE
CLAY LINER FOR VEGETATION.
N.T.S..
GRAPHIC SCALE
o' 20, 40' N,
GIN FEET)
1 INCH = 20 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifi atiqns s` red on the cover sheet of these
construction plans.
0,04
1-Z Cb
CM - Engineering
Date
Pu cr - Env. Programs Date
CM -Transportation
Date
Planning— Date
'v t�
CM - Building Inspections
Date
Planning -Transportation Date
Public Works-Water/Sewer
Date
Fire Date
Public Works - Electric
Date
Parks, Recreation & Cultural Res. Date
�U
Public Works - S & E
Date
nie
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
G0324
ReVISIOr1 S
01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Date
December 1, 2015
Scale
1"-20'
Sheet

12' C.
HAND1
M
CONCRETE BOAC RISER DETAIL - PLAN VIEW
12' C.I.
HANDWHEIL
ADJUSTABLE STEM GUID
(CONTRACTOR TO PROVIDE
SHOP DRAWINGS)
2,5' DRAWDOWN
SCH, 40 PVC
(with 8' downturn
length)
NORMAL POOL EL.
VARIABLE
NDN -RISING EXTENSION-----
STEM (CONTRACTOR TO
PROVIDE SHOP DRAWINGS)
6' NRS RESILIENT SEATS;
GATE VALVE (FLANGE x
FLANGE) EMERGENCY
DRAWDOWN
12' DIP (FLANGE--.,,
x PLAIN END)
1/2' REBAR
WELDED
VERTICALLY @
1-3/4' O.C.
HARDENED STEEL PADLOCK W/
3/8' GALVANIZED STEEL CHAIN,
EMBEDDED
GALVANIZED #5 BAR
CONTECH STORM RAX
PEAK ROOF
STRUCTURE TRASH
RACK SEE DETAIL
STAY -RIGHT 5'x5'
PRECAST CONCRETE
BOX RISER
TOP OF RISER
6
Utility An
(4 Typ.)
17,O' 0
VARIABLE PER BMP
18!0-
RP
INVERT BARREL
�--15.0' , {-�:.o•
Extended Base To Be
Reloar Holesr To Tie Base Poured In Field By Others
Into Riser In Field
CONCRETE BOX RISER DETAIL - ELEVATION ViEW
SCALE 1" = 30'
STORM RAX
PEAK ROOF STRUCTURE
(STANDARD SIZES)
DIMENSIONS IN INCHES TO THE NEAREST 1/8•
HOST STRUCTURE INSIDE DIMENSIONS
the certif'ca ons si ed on the cover sheet of these construction plans.
~
P
LENGTH (S) WALL THICKNESS (REQUIRED)
CM - Engi ening
MADTH (A)
Pub is ork's -Env. Programs
Date
e
*AS DISTRIBUTED BY CQNTECH
CM -Transportation
CONSTRUCTION PRODUCTS NATIONALLY*
Planning
Date
L
WIDTH A 22 178- 1 32 7/8 143 5 8 154 65 1/8 175 7/8 187 1/4 1
98 11c8,374lig
J72'1 13D 1
CODE 4 6 8 1 12
14 16
18 2D
22 24
LENGTH M132 7/8 138 1/4 143 578 1 49 154 3 A
159 3/4168 1 8 1710 1/2 175 7/8181 78 187 1/4 192 5/8 1 98 1103 3/811
CODE 1 6 1 7 1 8 9 1 1D
I 11 12
13 14
15 16 17 18 19 20
NEIGH C 11 5/16116 7 8
Public Works - Electric
Date
CODE 1 02 1 03 1 PEAK ROOF (PR)
--------
--------
_-------
WIDTH (A)
LENGTH (8)
HEIGHT (C)
CUSTOMER: DATE:
DRAWN BY:
W25� °R1 S4% PROJECT: APP'D BY:
wsr o*srm dIo 4908@
ww isa e -12a F- 513.60.7x" DETAIL -
Rip -Rap
(0 ropywGHT
Rip -Rap Apron Energy 0issipator
For Stormwater Outlet Protection
d WS
41
Pipe Outlet To Flat Area
With No •.
Channel
La
Se!tion �A-A
Pipe Outlet e
Notes
1. Apron lining may be
riprap, grouted riprap,
or concrete.
2. La is the length of
the riprap apron,
3. d = 1.5 times the
maximum stone diameter
but not less than 6
inches
4. Dimensions and
specifications must
be determined by
appropriate engineerinO
design method.
W ------ vvr
1 i - --- - - - __
- - - - -4.
` W
r
PROP.
I rr1 W _� — i I\. )—\ nom+ (i'\
�SS ZSS Ss SS
i
1 77
___
1.:.,.-
- 1
PROP. BMP ACCESS &
n
/' I .... • • .......� { MAINTENANCE EASEMENT
: Jordan Manors Dr.
_ s 1
0 \ /
v
I _ , -146
_! 9 -' I I 1
1 94,�
• � 15 150 � � # 151 � -`
f
- -- I.
401
Cd
{ L+
~� _ _.._ -'CL
PROP. PUBLIC N
STORM EASEMENT
272.
270 ,
+,
l
PROP. BMP AGC S
266
t�--4 i'`
� MAINTENANCE EASEMENT 264 + �
• I ® _ J +
PROP. PUBLIC
1262
STORM EASEMENT . r
O _ _ S - N ,
r rt 1 +PROP,
r
- 26 JB 301258
/ r
of
f
o
r
Q
. ,... / >
-- N.E. 254:00 CM
, O
-- 5 SHELF _.�.--
---� r �+ N O
1 � /
• SHELF
s � PROP.
_ - ,
/ "' FES 300. /
S
1 / ,
O � .
1 INV 255.30
, FC►REBAY i f O -
Q
/ 't ' _ _ ` % • Q PROP,
/ O
------- I O MH 11
_ Q-- _
PROPC14 PE. VELOCITY
�,•;; ``''_'� DISSIPATOR (SEE CALL} O
ok
PROP. PUBLIC
JAW W STORM EASEMENT' / *� ` �' -�' V _� i / / Q 5, f
FOREBAY / • NO
f- PROP
S MH 14/ PROP. h i O
CB 361 -
` --- ``, PROP. BMP #3 / �`; Q
181#RCP 24 RCP C q i Q
{WET POND} , c� O 5
% • / �� NC)RMAL POOL: 254.0
J - / O 5O
PROP. �►
FES 360 % O
INV 256.50 PROP.-- `� � SED. STORAGE: 248.0 �--� O
-RISER 3001` % J _ r
BorroM:24s.a
PROP. VE.LO I . /f -' 2 / i O O
T-DISSIPATOR ( E LC) 249 w/ �, O1-000
Q
251 250--„'C S� 5� • / ./o
253.5-2,0d
• EBF
_t ,•,_ 252
258.5---z53 r--- X O
,.........
NP254.0 30'
54.5
IS /1,
ONO' 0
O n
O
coQ O
l , ` 222 s � / ,,. _ _ - - f Q 5
' P' '' o O ° c PROP
I f 5 _ -� O O MH 12
PROP. 50 TOWN OF APEX WALK - - O O O s
=SANITARY SEWER EASEMENT � �' �"`�”--- PROP. VELOCITY
O _O o O
DISSAPATOR (SEE CALCS)
,1 PROP. 20• WIDE EMERGENCY Q
RiP RAP SPILLWAY gS
_4 1 % (WITH UNDERLiNER & I - - - - _ O 0 O
#57 STONE), 0U O Q Q Q ,�
r -' / PROP. BMP ACCESS &
265 26 - PROP. O O O O O SS MAINTENANCE EASEMENT
-- 264 FES 3000 Q
/
/26226 / ss INV 249.0 O
j - 260 ' -!
�
258 rQ Q
5S A/
256
25C r r
1254 PROP BOARDWALK / . •. �!.
/ ttt=/
r O------_ 254 o Q j e SECTION (20•)O o o6--0701 -_---___
O O o O O OO
O o 0 o 0 0 0 0 c O
D OoO O O O o
--
�i
O O O PROP
%
MH 13
,
i
TOP OFF DRAM: 259.6
/-�-
SPILLWAY: 258.00 — \
256.5 Top of Riser(Weir) L
---�."" (25) 254.01
0.42%o OUT: 249.3 249-i
72.0' 18" RCP @ `
Anti -Floatation
NOTE (IN ABSENCE OF SEASONAL HiGH WATER
TABLE DETERMINATIONS):
1. POND SHALL BE CONSTRUCTED WITH A MINIMUM
6 " CLAY LINER.
2. THE CLAY LINER WILL CONSIST OF A PROPERLY
COMPACTED LOW PERMEABILITY SOIL CONSISTING OF
A CLAY OR CLAYEY SILT
3. A 6" TOPSOIL LAYER SHALL BE PLACED ON THE
CLAY LINER FOR VEGETATION..
254.0
0
0. 1 ON N ;us 2 11
N.T.S.
5
GRAPHIC SCALE
0' 30' 60' 9t1'
CIN FEET)
1 INCH = 30 FT
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certif'ca ons si ed on the cover sheet of these construction plans.
CM - Engi ening
ate
Pub is ork's -Env. Programs
Date
CM -Transportation
Date
Planning
Date
L
CM - Building Inspections
Date
Planning -Transportation
Date
P is Works - Water/Sewer
Date
Fire
Date
Nt(
W
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
Aj I
Public Works -S & E
Date
Lel
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
r
Date
December 1, 201
Scale
1"=3Q'
Sheet
CS - 34

I
Cl)
W `
LOT: 147
PROP
PROP. BMP #3 PROP 8" SS coFH
I
PROP ACCESS & PROP. 5'
MAINTENANCE WALK (TYP)
. EASEMENT
f
I
PROP 8"
W1L
I
PROP FES300 LOT .146 7,
STA. 10+06.00 co
\ / PROP. 40'
y PROP JB 301 PUBLIC
DRAINAGE PROP MH 302 o
/^ STA. 16+30.97STA. 12+00.74 Storm
40 EASEMENT (Storm) � �
p STA. 26+19.09 (JManors)
-v c�------------�--
0 PROP. 40'--``..
O
PUBLIC
40'
p DRAINAGE \ t -k
U EASEMENT 42 RCP I.F� I / \ ,
a o !►► ``'PROP i}°
EX 100 YR �+ ' MH 80 /'
FL OODPL AIN ca 30" RCP /
-mom ilk.•. � :r
n .,-■. .•..a /' \P+ROr�P�ry\\
0 �: e /
A�Ss �► PROP, WOOD / / / \'
/ \
Q O CHIP TRAIL �>CIO
©,© ./'
O , qs 30'
F k F. //\ PROP RW1 /> /
o PROP. 30 / (WALL > 51) \ i`
EX WETLANDS F k TOWN OF APEX,/
F F
ROP SANITARY
P�[SEWER EASEMENT ' \ / , ,
/ EX 50' RIPARIAN \,/M/-'� 54" RCP \ /
k F F F F k / .\ B(,IFFER / \ /\ 7 % , \ /�
k k \ 1< - / \ 1 / PROP
PROP. k / .. — ' \
k k ► k,', .. k\\h `\/`'BOARDWALK' F \rt— /�k OUT 500. \
/ �,/\\SECTION\
k ' /\ i( �..�^� -F k 'X'J/t' k Pi\ \ �.` h ?a� \/
,/ F \\ ✓ \ // k \ k \ /.. F ✓ F PUBLIC ACCESS.__/
/\ r ` & MAINTENANCE
Fk \ k EASEMENT //,k \'
'//
NOTES:
1. ALL CONSTRUCTION TO BE NV ACCORDANCE WITH ALL TOWN OF APEX
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. PAVEMENT DESIGN MUST BE ENGINEERED IF TRIASSIC SOILS ARE
ENCOUNTERED.
5. SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE TOWN OF
APEX AND PROJECT ENGINEER PRIOR TO INSTALLATION OF SANITARY
SEWER OUTFALLS.
FES 300 - CB 302
« f « f EX. 100 YR
FL OODPL A IN
« «
PROP. BMP ACCESS 81
« # MAINTENANCE EASEMENT
i
PROP
« « A « « VELOCITY l
« « « « « D18SIPATOR
{SEE CALLS)
PROP FES 90
«
STA. 10+06.00
« # #
# EX. WETLANDS f «\
PROP. 20' -- e
# « f f PRIVATE, # f \
DRAINAGE
« It f. i #. EASEMENT. « «�
« « « # « « # 4 «\\
PROP. 20'
# « f # BOARDWALK
CO
co
« # « « f « «. # #
« # # « f f
f f # f # It f f
F # # f f f PROP. 50'TOWN OF APEX
S&
WN&�
— UTILITY WARNING
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---PROP. 10'
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FES 200o•36"� RC
PROP. PUBLIC
STORM EASEMENT
PROP PROPOSED PROP
STORMWATER CB 201
SPILLWAY BMP #2(WET POND),PROP
RISER 2001 r- PROP. 20'
PRIVATEDRAINAGEEASEMENT20'
CB0202
(dbl)
PROP
PLAY LAWN 2
(0.46 acres)
PROP. 20'
TOA SS EASEMENT20'
PROP FES 93
Z STA. 15+30.87
ItPROPPLAY LAWN #2
0.46 acres CU
PROP. 20'
PRIVATE
DRAINAGE
EASEMENT
mono
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(TO TOP OF PIPE)
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Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER.
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Storm Drainage Pro'iles
®. -
December 1, 2015
HoriZ 1" = 40'
Vert: 1 " = 4'
Sheet
CS - 35

LEFT SIDE OF FRONT ELEVATION RIGHT SIDE OF
TRANSFORMER TRANSFORMER
APPROXIMATELY
0 0
T OF FREE WIRE
ABOVE THE GROUND
APPROXIMATELY
60F FREE WIRE
ABOVE THE GROUND
WIRE
C-'11�
GRADE TERMINAL
LEVEL T!- PEDESTAL '
3
TRANSFORMER
BOTTOM-,
OFTRENCH OT ALE
7�OLE
1i
PLAN VIEW
PEDESTAL/
TRANSFORMER
3' -3-
6!l
NQT 10 SCA
TEMPORARY BOARDS TO BE INSTALLED
APPROXIMATELY 6" FORWARD OF TRANSFORMER
TOWN OF APEX
UNDERGROUND ELECTRICAL
STD.NO.
STD. NO,
STANDARDS200.01
STANDARDS
CONCRETE CURB AND GUTTER
SERVICE CONNECTION
WARNING GUTTER-r-"���
SURFACE A -"'-12:1
EFFECTIVE: DECEMBER 3, 2002
SHEET 1 OF 1
MINOR RESIDENTIAL STREET ALLEY
;r;;, - -
RIGHT OF WAY RIGHT OF WAY
i,
-25' ROADWAY ALLEY
j
f-'5 'T5 fl---�In2l=.
I
11
PAVEMENT DESIGN: (t, PAVEMENT PESIGN*:'t'
3" ASPHALT CONCRETE SURFACE COURSE V' ASPHALT CONCRETE SURFACE COURSE
8" AGGREGATE BASE COURSE 8" AGGREGATE BASE COURSE
ONE WAY ALLEY OPTIONAL WITH VALLEY CURB
(16! B -B)
MAJOR RESIDENTIAL STREET NOTE:
RIGHWAY 1. NORMAL CROWN (REVERSE CROWN FOR
I ALLEYS) OF 1/4 IN35 CH PER FOOT SHALL BE
-51 ROADWAY USED UNLESS OTHERWISE DIRECTED BY
.S 12.5'TOWNENGINEER.
2. WATER AND SEWER UTILITIES SHALL NOT
BE SERVED FROM THE ALLEY RIGHT OF
WAY.
PAVEMENT DESIGN: 3. MAJOR RESIDENTIAL STREET REQUIRES A
r ASPHALT CONCRETE SURFACE COURSE LANDSCAPED MEDIAN AT THE MAIN
B" AGGREGATE BASE COURSE ENTRANCE, PER UDO ARTICLE 7.
4, RURAL RESIDENTIAL STREET MAY BE
USED WHERE PERMITTED BY THE UDO.
RURAL RESIDENTIAL STREET 5, GRASSED SWALES SHALL MEET THE
APPLICABLE DESIGN REQUIREMENTS SET
FORTH IN THE DWQ BMP MANUAL.
RIGHT - WA Y 6. GRASSED SWALES MAY BE SUBJECT TO
2l-
ROADWAYTHE REQUIREMENTS SET FORTH IN UDO
f I12SECTION 6.1.12.
12:1 :1
3:1
PAVEMENT DESIGN:
3" ASPHALT CONCRETESURFACE COURSE"."
8" AGGREGATE BASE COURSE
TOWN OF APEX
STD, NO.
300.01
STANDARDS STREET TYPICAL SECTIONS (RESIDENTIAL)
EFFECTIVE: JANUARY 20, 2015
SHEET 1 OF 5
..... .... . ..
FRONT END
TOWN OF APEX
LEVEL LANDING WARNING
LEVEL LANDING DOMES
F-2
300.05
STANDARDS
fi
5'im U
ELECT BACKFILL - 2S OR 2MS SAND
W F- I
PLACE DETECTABLE WARNING DOMES ON LEVEL LANDING IF LANDING IS MORE THAN 5 FEET DEEP.
SHEET I OF 1
NOTE:
1. UNDERDRAINS ARE REQUIRED ON THE UPSTREAM SIDE OF ROADWAYS IN ALL CUT SECTIONS
2. UNDERDRAIN SHALL BE PREFABRICATED.
3, CONNECT UNDERDRAIN PIPE TO STORM DRAIN CATCH BASIN.
TOWN OF APEXSTD.
NO.
300.01
STANDARDS STREET TYPICAL SECTIONS (UNDERDRAIN)
EFFECTIVE: DECEMBER 21, 2010
SHEET 5 OF 5
IGHT OF WAY
ACK OF CURB
R1 R2
SECTION "A -R' I I
R, A
RIGHT OF WAY
R!
ROADWAY
It
325 R
25'R
CLASSIFICATION RI R2
RESIDENTIAL 87.6 47'
NON-RESIDENTIAL 45' 55'
TOWN OF APEX
STD. NO.
STANDARDS
CUL-DE-SAC 300.02
EFFECTIVE: NOVEMBER 20, 2007
SHEET I OF 1
IRECTIONAL
L
-12'- 24' RESIDENTIAL
CURBRAMP
NOTES: 3.5'R MIN. 16' ALLEY
fi
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO 24' WIDTH. CONCRETE 3 5 AIN.
R25!
3 -CAR GARAGE - 24' DRIVEWAY APRON
WIRE EXTENDS TO TOP OF BOX
RVY
TO 30' WIDTH.
0
3. ALLEYCONNECTIONS TO BE i6' WIDTH,
ISTING CURB PLAN VIEW
4. ALL CONCRETE SHALL BE 3000 PSI,
R3
CUT SHALL BE MADE AT THAT JOINT. DRIVEWAY -DRIVEWAY
APRON BY OTHERS
R
SIDEWALK SECTION AND UTILITY STRIP AS SHOWN.
SIDEWALK SECTIONS SHALL HAVE 1/4" PER FOOT
FALL TOWARDS THE STREET. COMPACTED BACKFILL
7. LOCATE DRIVEWAYS A MINIMUM OF 3 FEET FROM �'EXPANSION JOINT-/
SEWER SERVICE LINES. EXISTING CURB
5'
TOWN OF APEX
STANDARDS
STD. NO.
300.07
STANDARDS
R26
EFFECTIVE: JANUARY 20, 2015
SHEET 1 OF 1
IGHT OF VVAYJ*4\
26
-, 5IDEVVALK
r
TOWN OF APEX
STD. NO.
300.25
STANDARDS
STUB STREET TURN -AROUND
EFFECTIVE: JULY 21, 2015
SHEET I OF I
FRONT ELEVATION SECTION
7-0"
. ... ... .... R
R R
IL
F '7
f
rr
0:
0
TRANSVERSE EXPANSION JOINT
JOINT FILLER"" 112" STANDARD CURB AND GUTTER
R-\ -9" 91.
12" R
477
J"
-'R R
Jar
%
3. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
t. MEDIAN CURB AND GUTTER
NQ�TES'.
1, CONCRETE SHALL BE 3000 PSI. 11-611-
-
2, CONTRACTION JOINTS SHALL BE SPACED AT 19 INTERVALS OR
11VINTERVALS WHEN A MACHINE IS USED. . -:.
711;.
3. EXPANSION JOINTS SHALL BE SPACED AT 50' INTERVALS. 8
4, FINISH ALL CONCRETE WITH CURING COMPOUND.
5. FOLLOW ALL APPLICABLE I REQUIRMENTS. L
6. VALLEY CURB SHALL ONLY BE USED FOR APPROVED
APPLICATIONS. -7-6-
VALLEY CURB AND GUTTER
TOWN OF APEX
VAR 4'MIN -
ElL,
UTILITY STRIP SIDEWALK
STD. NO,
300-03
STANDARDS
CONCRETE CURB AND GUTTER
EFFECTIVE: NOVEMBER 20,2007
WARNING GUTTER-r-"���
SURFACE A -"'-12:1
SHEET 1 OF 1
PORTION TO BE REMOVE
PORTION TO BE REMOVED--,,,
A 3" DEEP CURB CUT SHALL 1�'DEEP SCORE 1"DEEP SCORE
BE MADE PERPENDICULAR
TO THE BACK OF CURB AND
THEN VERTICALLY DOWN
THE BACK OF CURB TO
THE BOTTOM OF THE CURB
TOWN OF APEX
ROPERTY LINE (CONCRETE, ASPHALT,
STD. NO.
41 4.2 vir"14!1zilf, k%Pl
UTTER LINE LAN BREAK
STEP ONE STEP TWO
NOTES:
1, IF PERPENDICULAR CURB CUT IS WITHIN 5'FROM A JOINT, THEN THE
PARALLEL CUT SHALL BE MADE TO THAT JOINT.
2, FOR REPAIRS TO CURB, A 5' MINIMUM SECTION MUST BE REMOVED AND
REPLACED (JOINT TO JOINT.)
TOWN OF APEX
4'x4'CLEAR SPACE MUST 14'
FALL WITHIN CROSSWALK "S,
LIMITS (TYR)
STD. NO,
300.04
STANDARDS
METHODOF REMOVING EXISTING CURB
EFFECTIVE: DECEMBER 3, 2002
TOWN OF APEX
SHEET 1 OF 1
STD. NO.
SCORE FULL VIADTH----.
OF CURB & GUTTER
TO 1J" DEEP
PLAN
2' -Z-6"
-2--0"
-.4
..... .... . ..
FRONT END
TOWN OF APEX
LEVEL LANDING WARNING
LEVEL LANDING DOMES
STD. NO.
300.05
STANDARDS
METHOD OF ENDING CURB
EFFECTIVE: DECEMBER 3, 2002
PLACE DETECTABLE WARNING DOMES ON LEVEL LANDING IF LANDING IS MORE THAN 5 FEET DEEP.
SHEET I OF 1
7'
3" DIAMETER SCHEDULE 40 PVC PIPE THROUGH CURB.
THE EDGES OF THE DRAIN HOLE MUST BE ROUNDED
AND FINISHED SMOOTH AT THE FACE OF THE CURB.
NOTES:
1. CURB DRAINS SHALL NOT BE
CONSTRUCTED WITHIN 18" OF
CONTRACTION OR EXPANSION
JOINTS.
2. OPENING GRADE MAY VARY 2'-45"
BETWEEN A MAXIMUM SLOPE OF
1/2" PER FOOT AND A MINIMUM OF
1/4" PER FOOT. 2'-0" 6. -
SEE NOTE FOR 1/2" MIN
3. MORE THAN ONE HOLE MAY BE REQUIRED SLOPE
INSTALLED PROVIDED THE HOLES
ARE LOCATED WITH 18" MINIMUM MAX DIA
SPACING.
A• 4
A "ga
TOWN OF APEX
CURB RAMP
Sm. No.
-
300.06
STANDARDS
CURB DRAIN
EFFECTIVE; DECEMBER 3, 2002
SHEET I OF I
WATER---- LINE
f NORTH & EAST SIDE OF STREET) (SOUTH & WEST SIDE
SANITARY SEWER
DRIVEWAY BY OTHERS
NOTE:
5' SIDEWALK
L
-12'- 24' RESIDENTIAL
EXPANSION JOIN -18'- 30' COMMERCIAL
NOTES: 3.5'R MIN. 16' ALLEY
fi
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO 24' WIDTH. CONCRETE 3 5 AIN.
2 -CAR GARAGE - 16 DRIVEWAY DRIVEWAY
3 -CAR GARAGE - 24' DRIVEWAY APRON
WIRE EXTENDS TO TOP OF BOX
2. COMMERCIAL & INDUSTRIAL DRIVEWAYS TO BE 18
TO 30' WIDTH.
0
3. ALLEYCONNECTIONS TO BE i6' WIDTH,
ISTING CURB PLAN VIEW
4. ALL CONCRETE SHALL BE 3000 PSI,
5. IF CURB CUT IS WITHIN 5' FROM A JOINT, THEN THE CONCRETE
CUT SHALL BE MADE AT THAT JOINT. DRIVEWAY -DRIVEWAY
APRON BY OTHERS
6. ALL DRIVEWAYS SHALL BE IN. WITH A
SIDEWALK SECTION AND UTILITY STRIP AS SHOWN.
SIDEWALK SECTIONS SHALL HAVE 1/4" PER FOOT
FALL TOWARDS THE STREET. COMPACTED BACKFILL
7. LOCATE DRIVEWAYS A MINIMUM OF 3 FEET FROM �'EXPANSION JOINT-/
SEWER SERVICE LINES. EXISTING CURB
SECTION VIEW
TOWN OF APEX
STANDARDS
STD. NO.
300.07
STANDARDS
DRIVEWAY APRON
EFFECTIVE: JANUARY 20, 2015
SHEET 1 OF 1
PLAN VIEW TYPICAL SECTION
UTILITY STRIP SIDEWALK
4 % (?'/ft) 2 % (1,71t) UT OR FILL
SL PE
O
SHALL NOT
EXCEED 2:1
0:
0
TRANSVERSE EXPANSION JOINT
JOINT SEALER -\SIDEWALK SURFACE
F4 MIN /4'
f kRAD`­'- 112.--j L;­�JOINT FILLER
I -VARIES -1•'-6-0- L-11
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.
TOWN OF APEX
PAVEMENT DESIGN: RECESS, J" WIDE, 30' MAX O.C.
STD. NO.
300.08
STANDARDS
CONCRETE SIDEWALK
EFFECTIVE. DECEMBER 3, 2002
SHEET I OF I
ISOMETRIC VIEW SECTION
VAR 4'MIN -
ElL,
UTILITY STRIP SIDEWALK
0.04 (TYP.)
. . . ... . O.02 (MAX)
X)
- - - - - X 4'MIN. LANDING 4"
3' MIN12:1 MAX. RAMP SLOPE
4' 1 . . . 2' DETECTABLE WARNING SURFACE
ROPOSED OR FUTURE
2- SIYEWA (5- STD.)
EXPANSIO
JOINT SECTION A -A
CURBMIN. DROP CURB
IS . . . . . TRANSITION CURB TRANSITION
T N
DETECTABLE TOP OF CURB
WARNING GUTTER-r-"���
SURFACE A -"'-12:1
EXPANSION MAX. SLOPE
JOINT
DETECTABLE WARNING DOMES NOTES:
1, RAMPS WTH FLARED SIDES WILL BE USED WHEN NEEDED FOR PEDESTRIAN
0 0 0 0 0
�R E DIAMETER 0.65 MIN, 1.6'44" CIRCULATION (SEE DETAIL ABOVE)
0.9 TO 1.4!R H 2. RAMPS WITRETURNED CURB WILL BE USED WHEN FLARED SIDES ARE
Z -O" NOT NEEDED FOR PEDESTRIAN CIRC ULATON (SEE DETAIL BELOW.
0 0 0 0 0 TOP DIAMETER r=�5E 3. DETECTABLE WARNING DOMES WILL COVER 2'-U'LENGTH AND FULL WIDTH
50-65% OF BASE OF THE RAMP FLOOR.
Ll 0 @ (0 0 0 ®DIAMETER 4. DETECTABLE WARNING DOMES WILL CONTRAST VIS181UTY WITH ADJOINING
SURFACE, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT SEQUENCE
ISOMETRIC VIEW SECTION B -B
- -'-: B 4'
. . . . . ISTING, PROPOSED, OR
FUTURE SIDEWALK (5'STO.) 12:1 MAX, RAMP SLOPE
\-2- DETECTABLE WARNING SURFACE
'MIN
CONSTRUCT SECTION A -A
ROUNDED . . . . . 8" CURB 6" CURB
CORNERS RAMP WIDTH WILL MATCH M 4'
IN, RAMP
DETECTABLE SIDEWALK WIDTH WIDTH
WARNING A TOP OF CURB
SURFACEGUTTER
}'EXPANSK)N JOINT
TOWN OF APEX
ROPERTY LINE (CONCRETE, ASPHALT,
STD. NO.
300.09
STANDARDS
CURB RAMP
EFFECTIVE: DECEMBER 18 2012
SIDEWALK SURFACE
SHEET 1 OF 3
DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR
RAMPS, PEDESTRIAN CROSSWALKS, & STOP LINES
RESIDENTIAL STREETS COLLECTORS & THOROUGHFARES
4'x4'CLEAR SPACE MUST 14'
FALL WITHIN CROSSWALK "S,
LIMITS (TYR)
PER DETAIL ELEVATION VIEWS
ROSSWALK LINES SHALL BE OFFSET
4'MINIMUM FROM THE NEAREST PEDESTRIAN- -STOPBAR
STOPBAR I I PARALLEL EDGE OF TRAVEL LANE CROSSWALK
it
EDESTRIAN COSSWALK ZCURB MIN
SEE SHEET 3 BETWEEN
RAMPS
TOWN OF APEX
TOWN OF APEX
STD. NO.
STD. NO.
300.09
STANDARDS
CURB RAMP
EFFECTIVE DECEMBER 18, 2012
SHEET 1 OF 2
SHEET 2 OF 3
ETECTABLE
LEVEL LANDING WARNING
LEVEL LANDING DOMES
DETECTABLE
WARNING
DOMES RAAP
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.
S. 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
IMUTCD.
TOWN OF APEX
CONDUIT CROSSING FOR DRIVEWAYS & SIDEWALKS
STD. NO.
300.09
STANDARDS
CURB RAMP
EFFECTIVE: DECEMBER 18, 2012
ROADWAY ,SHALL
LP 2.1
SHEET 3 OF 3
l::1.-,
!3HTVAROF WAY
VAR.- ROADWVAR.AY VAR
SIDEWALK SIDEWALK
4'-
,4LEAN OUT & CLEAN OUT &
ER METER TELEPHONE LZ-�-T WATER METER
ELECTRIC CASI ESY, CABLE CECT RIC CABLES
10, �AS
WATER---- LINE
f NORTH & EAST SIDE OF STREET) (SOUTH & WEST SIDE
SANITARY SEWER
OF THE STREET)
NOTE:
THERE SHALL BE AN 18" VERTICAL SEPARATION BETWEEN WATER LINES, SEWER LINES, & OTHER UTILITIES
TOWN OF APEX
STANDARDS
STREET CROSS SECTION SHOWING
UTILITY LOCATIONS
STD, NO.
300.10
EFFECTIVE: NOVEMBER 20, 2007
SHEET I OF 1
ASPHALT PAVED PATH
F4% 2' la 2'
MAX. 2% MAX. CROSS SLOPE
4% MAX.
Mosul==
PAVEMENT DESIGN:
2" ASPHALT CONCRETE SURFACE COURSE
6" AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
CONCRETE PAVED PATH CONTROL JOINTS
WIDE, 1" DEEP, 6 O.C.
2'- 2'- PERPENDICULAR TO
x6x10 WELDED WIRE SET 2" BELOW SURFACE RUN OF WALK
14%
MAX. 2% MAX. CROSS SLOPE 4% MAX,
pa
qq w=
ION JOINTS " 2
PAVEMENT DESIGN: RECESS, J" WIDE, 30' MAX O.C.
4" CONCRETE PERPENDICULAR TO RUN OF
6" AGGREGATE BASE COURSE WALK
NOTES:
1. ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT,
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
TOWN OF APEX
REPAIR OF SILT FENCE FAILURES, OVER SKIRT*
STD. NO.
200.03
STANDARDS
GREENWAY SECTIONS
EFFECTIVE: NOVEMBER 20, 2007
STD. NO,
SHEET 1 OF I
PVC CONDUIT PER -EXTEND CONDUIT VFROM
DETAIL (CENTERED OUTERMOST EDGE 3" OR 4l'SCHEDULE 40-\ PVC END CAP-,
ON DRIVEWAY) ) (DO NOT GLUE
PVC CONDUIT (GRAY
BRASS CAP LOCATION 4 PVC END CAP ---4
DRIVEWAY (00 NOT GLUE) LDRIVIEWAY
OR SIDEWALK -J
WIDTH + 2 FEET
PLAN VIEW OF DRIVEWAY CROSSING CONDUIT CROSSING
DRIVEWAY SURFACE
ROPERTY LINE (CONCRETE, ASPHALT,
OR GRAVEL)
ENTER CONDUIT
FROM PROPERTY LINE 3" OR 4" SCHEDULE 40
RASS LOCATION GAP 42"-13:1- PVC CONDUIT (GRAY)
STEEL FENCE POST--. 000111111110111 0 914 CMA 1 0 gal gal IRA ga-,
TYPICAL RESIDENTIAL LOT
OR COMMERCIAL LOT
SIDEWALK SURFACE
RIGHT -OF -WAY -LINE
2. USE AS A REPAIR OF SILT FENCE FAILURES,
ONDUIT INE
PER DETAIL BACK OF CURB 12" \3'- OR 4" SCHEDULE 40
WHEELCHAIR RAMP ONDUIT LINE PVC CONDUIT(GRAY)
PER DETAIL ELEVATION VIEWS
PLAN VIEW OF SIDEWALK CROSSING
ti
SILT FENCE FABRIC
I
CONDUITS SHALL BE INSTALLED IN ASSOCIATION WITH ALL NEW RESIDENTIAL COMMERCIAL DRIVEWAY AND SIDEWALK INSTALLATIONS.
TOWN OF APEX
6"J
STD. NO.
300.11
STANDARDS
CONDUIT CROSSING FOR DRIVEWAYS & SIDEWALKS
EFFECTIVE: DECEMBER 3, 2002
.0
SHEET 1 OF 2
TALL
UTILITY STAMPED LETTERING
CONDUIT
X-ING
BRAS
LOCATION CAP
CONCRET
SIDEWALKIDRIVEWAY ONCRETE FORM
BRASS LOCATION CAP
4
WIRE TIES (2)
ALGRADE
21/2»
2. RISER CAN BE BUILT AS A STANDARD CATCH
-P HOLES) IN
BASIN/JUNCTION BOX (WITH WEE
IL SUBGRADE
\�-#4 REBAR STAKE
ALVANIZED HARDWARE THIS STRUCTURE NEEDS TO BE TREATED AS
ELEVATION VIEW
CAP INSTALLATION
TOWN OF APEX
ANTI-FLOATABLE)
STD. NO.
300.11
STANDARDS
CONDUIT CROSSING FOR DRIVEWAYS & SIDEWALKS
EFFECTIVE DECEMBER 3, 2002
SHEET 2 OF 2
8' MIN -ONE SIDE ONLY RAN
GRADE TO R/W ON
OPPOSITE SIDE r OUNATURAL
-D
0IUT OR FILL SLOPE
-SLOPE PER FOOT NOT EXCEED
ROADWAY ,SHALL
LP 2.1
I -NATURAL
GROUND
TOWN OF APEX
SECTION VIEW
STD. No.
300.12_
STANDARDS
SHOULDER SECTION WITHOUT SIDEWALK
EFFECTIVE: DECEMBER 3, 2002
CATCH BASIN RISER/FILTER
SHEET I OF 1
-2" ASPHALT CONCRETE SURFACE COURSE
ASPHALT CONCRETE INTERMEDIATE COURSE
STANDARD METAL POSTS 2' IN GROUND
EXISTING
WIRE EXTENDS TO TOP OF BOX
:I=11:l Ill ell, ril IF, I T -1 11 ME
HEE
TTJ-
0
NOTES:
1, ALL PAVEMENT CUTS SHALL BE REPAIRED ACKFILL
WITHIN A MAXIMUM OF SEVEN (7) DAYS I F
Ed6" MAX. LIFTS
FROM THE DATE THE CUT IS MADE. COMPACTION: 95% MAX.DRY DENSITY
2. IF CONDITIONS DO NOT PERMIT A (STD. PROCTOR)
PERMANENT REPAIR WITHIN THE GIVEN
TIME LIMIT, PERMISSION TO MAKE A
TEMPORARY REPAIR MUST BE OBTAINEDEI,i
XF-11' UIF-I­i
iii-iit ii
FROM THE TOWN ENGINEER. L
J
TRENCH WIDTH
MIN: PIPE OUTSIDE DIAMETER + &' EACH SIDE
MAX: PIPE OUTSIDE DIAMETER +12" EACH SIDE
TOWN OF APEX
STD. NO,
300.13
STANDARDS
TRENCH & PAVEMENT REPAIR SECTIONS
EFFECTIVE: NOVEMBER 20, 2007
SHEET 1 OF 1
-8' MAX
VARIABLE AS DIRECTED BY THE ENGINEER
MIN.10 GA. IN. 12J GA.
LINE VVIRES INTERMEDIATE
WIRES
RADE
U
NOTES: SILT FENCE FABRIC
INSTALLED TO SECOND
1. USE SILT FENCE ONLY WHEN WIRE FROM TOP
DRAINAGE AREA DOES NOT FRONT VIEW
EXCEED 14 ACRE AND NEVER IN
AREAS OF CONCENTRATED PROPERTY LINE
FLOW STEEL POST
2. END OF SILT FENCE NEEDS TO BE /'�:VVOVEN WIRE FABRIC -FIRE
TURNED UPHILL. SILT FENCE GEOTEXTILE FABRIC HYDRANT
3. WRAP THE SILT FENCE AROUND 32" MIN. WIDTH F
ALL EXISTING FIRE HYDRANTS SO ILL SLOPE
THAT THEY ARE FULLY VISIBLE
FROM THE ROADWAY. 2 ' i SILT
4. ALL SILT FENCE MUST HAVE A FENCE
MINIMUM OF SOF CLEARANCE ----CURB AND
FROM THE FIRE HYDRANT, GUTTER
RADE SIDEWALK
F.
USE #57 WASHED STONE FOR MIN. COVER
REPAIR OF SILT FENCE FAILURES, OVER SKIRT*
AND FOR ANCHOR WHEN SILT ANCHOR SKIRT AS
FENCE IS PROTECTING CATCH SIDE VIEW DIRECTED BY ENGINEER* FH INSTALLATION
BASIN,
TOWN OF APEX
STD. NO,
400.01
STANDARDS
TEMPORARY SILT FENCE
EFFECTIVE: JANUARY 20, 2015
SHEET I OF 1
FLOW DIRECTION1
1 l
FILTER OF # 57
WASHED STONE
SILT FENCE FABRIC T
OVERLAP HARDWARE
CLOTH BY 12 INCHES
STEEL FENCE POST--. 000111111110111 0 914 CMA 1 0 gal gal IRA ga-,
WIRE FENCE-,,_. PLAN VIEW STEEL FENCE POST
HARDWARE CLOTH
FILTER OF # 57 NOTE:
WASHED STONE 1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1/4 ACRE,
2. USE AS A REPAIR OF SILT FENCE FAILURES,
FLOW DIRECTION 3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHE&
HARDWARE CLOT TE FENCE POST WIRE FENCE
'OV R MAX. 12" OVERIAP
SIDE VIEW
U
ti
SILT FENCE FABRIC
I
i X..
. :
QRAD ................
6"J
U LJ
FRONT VIEW
TOWN OF APEX
STD. Na ,
.0
STANDARDS
TEMPORARY SILT FENCE OUTLET
EFFECTIVE: DECEMBER 21, 2010SHEET
O�
ONCRETE BLOCK CATCH BASIN
#57 WASHED STONE FILTER
SEDIMENT STORAGE
ZONE
--
NOTES:
1. AT THE END OF THE PROJECT, CATCH BASIN
CAN BE RAISED AS NEEDED PLUGGING OPEN
COURSE OF BLOCK WITH MORTAR,
2. RISER CAN BE BUILT AS A STANDARD CATCH
-P HOLES) IN
BASIN/JUNCTION BOX (WITH WEE
RECEIVING WALL AND BE UTILIZED AS SUCH
CULVERT
PIP WHEN PROJECT IS STABLE.
O 3. IF DRAINAGE AREA IS OVER 5 ACRES THAN
ALVANIZED HARDWARE THIS STRUCTURE NEEDS TO BE TREATED AS
CLOTH W/J"GRID A RISER STRUCTURE AND ALL RELATED
INFORMATION NEEDS TO BE SUPPLIED.
PERSPECTIVE VIEW (TRASH RACK, ELEVATIONS, AND
ANTI-FLOATABLE)
GALVANIZED HARWARE CLOTH �'X 4" GRID
SEDIMENT STORAGE ZONE FLOOD STORAGE ZONE --\ 0
t4
(TOTAL BASIN CAPACITY) 0*
1, 1 5, FLOW!
A, FLOW CULVERT PIPE
J-r-Lrd-T-J� '
1
FUTURE STORM 1.5,SII a,
DRAIN PIPE
ONCRETE FOOTING PAD
57 WASHED STONE FILTER LAID AGAINST HARDWARE CLOTH
SILT FENCE BAFFLES (TYP.) (11 MAX SLOPE)
(SEE STD.# 4.03)
LEAN OUT POINT (J DEPTH SEDIMENT STORAGE ZONE)
SECTION VIEW
TOWN OF APEX
STD. NO.
-
400.03
STANDARDS
CATCH BASIN RISER/FILTER
EFFECTIVE: DECEMBER 3, 2002
SHEET 1 OF I
STANDARD METAL POSTS 2' IN GROUND
,--GALVANIZED HARDWARE
WIRE EXTENDS TO TOP OF BOX
-0
-----------
0
---------
die0------
% ---------------
o. o
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-1$" MIN ABOVE TOP OF BOX,
TOWN OF APEX
STD. NO.
STANDARDS
CATCH BASIN & YARD INLET PROTECTION 400.04
SHEET 1 OF 1
EFFECTIVE: DECEMBER 3, 2002
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the the cover sheet ofthese constructionplans.
CM-EngiWering
Df�
Public Works -Env. Pragranls
Date
CM -Transportation
Date
Planning
Date
(4 1 P,
NA
CM - Building Ins ctions
Date
Planning -Transportation
Date
*A
Public Works - Water Sewer
Date
Date
Areation
"Cultural
Oe
Public Works - Electric
Date
Park*st & Res.
Da
Public Works - S & E
Date
- 01
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(91J)467-9708
C-0329
Revisions
01 /15/16 Per Town of Apex
1st review
02/10/16 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, INC27513
[phone]
Project
Jordan Manors
>
Details
Date
December 1, 2015
Scale
As Shown
Sheet
CS -36

DESIGN OF SPILLWAYS LASS 1 RIP -RAP
DRAIN MIN." -1,
AGE WEIR — — — — TOP ELEVATION OF STORMWATER—
AREA LENGT r��
#5 7 WASHED NE ,= MAX...
STO 1 I S
A �'( a ....E
� C} H (FT}
,
1 4 EXISTING SLOPE.
2 6 AM ILTER FABRIC
VARIES
3 8 SIDE VIEW
4 10
5 12
NOTE:
1. HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
---EXISTING SLOPES SEDIMENT STORAGE REQUIRED.
2, KEY RIP RAP INTO THE DAM FOR
—VARIESr STABILIZATION..
r, L, rI 5 r, LI lffww
A a « a
VARIES .. -UVEIR .....:.
tS KEYED RIP RAP
ha.L .Q
WASHED STONE
FRONT VIEW—
EXISTING SLOPE
SLOPE DRAINS PER THET T
S ANDARD DETAIL, ARE RECOMMENDED.
STEP SEQUENCE
TOWN OF APEX
STANDARDS
STD. NO.
400.05
0
STANDARDS DS
CHECK DAM
EFFECTIVE: DECEMBER 3, 2002
SHEET 1 OF 1
NOTES:
PLAN 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
L
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THEM D I NOT REMOVED BY T VEHICLE
U S O MOV HE H CLE
>- TRAVELINGTH R V STONE, THEN THE TIRES E
dE E ES OF
THE VEHICLE MUST BE WASHED BEFORE
E RE
p ENTERIN PUBLIC ROAD {SEE DETAIL 400.06
Q
O : SHEET 2 OF 2).
W
O 3. IF A PROJECT CONTINUES TO M DEPOSIT D AND
S U
H DEBRISN
ONTO THE PUBLIC ROAD THE TOWN WILL
L,
CLEAN THE AREA AND INVOICE THE FINANCIALLY
W.
RESPONSIBLE PARTY,
ENTRANCE TYP NE
C E L W STONE SIZE
11 GENERA 50' 5' 2-3' L 2
. I
RESIDENTIAL" 25' 12' 1 #57
* INDIVIDUAL SINGLE FAMILY
CROSS SECTION
NEW CONSTRUCTIO: CONSTRUCTION—
EXISTING
EXISTING ROADWAY L
WMIN.=
x-11=1.11=11 f I II I I kl I l—f
-
I11-
ABRIC UNDER STONE
TOWN OF APEX
STD. NO.
400,06
STANDARDS RDS CONSTRUCTION ENTRANCE
EFFECTIVE: JANUARY 20, 2015
SHEET 1 OF 2
SEEDING/MULCH AFTER MAT REMOVAL.
U
RESSURIZED WATER SOURCE
{CONTINGENT UPON WATER MAIN PROVIDE DRAINAGE AWAY
INSTALLATION) '�'' FROM THE WASH RACK TO A
/ SEDIMENT -TRAPPING DEVICE
e �
G4.r"' 4 d�
0
�� — ,,• VAR. — _-
- — —' _ — — — — — — — — —
T T�T a f 'a.
1 -1T t 1 1'�1 I I 1 1 i 1 1 1 I L 1---1 1 T 11 �I i
III—III { I T i I I— ! I -L _ 0 2 — 1 1 1 1 1 1— I I-1 I I I I f''
-t 1
G. i"
Q
I
Q�
G
'�♦�:OAC
Q
I—TOEP
A BROOM AND SHOVEL CLOSE
l THE RACK TO CLEAN THE STREET
/
i � A
WASH RACK
STD. NO.
:400.16
EXAMPLE ACCEPTABLE WASH RACK
IT IS ADVISABLE TO PROVIDE A (OTHER APPROVED METHODS MAY BE UTILIZED)
SEPARATE ENTRANCE TO LIMIT ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD
TRAFFIC ACROSS THE RACK AND
3 WASHED STONE UNDER SLATS
REDUCE WEAR AND MAINTENANCE TO DRAIN WATER AND SEDIMENT
AWAY FROM THE RACK
THE LOCATION MUST SLOPE AWAY FROM
THE STREET OR STEPS MUST BE TAKEN
(GRADING, DIVERSIONS, ETC.) TO PREVENT
RUNOFF FLOWING INTO THE STREET
. Yt. aA f .. _.. i„L:Yy>jR.. :h '': �� ''{": • WL+ ¢V• /: ',, 1, ," 0.+., ti i �,4w i -M },r.,� •.`:':.. s ,tiv, '..
FOUNDATION OF 8" CL)MPACTED 2 +a :sF) 4r+Fy w, qa : r ° v q: u� w , , r xw r 47 ti
r«•s;
�4
CRUSH AND RUN STONE
GEOTEXTILE FABRIC./SECTION 'A -A'
TOWN OF APEX
STD. NO.
400.06
TAN DAR
S DS CONSTRUCTION ENTRANCE
EFFECTIVE: JANUARY 20, 2015
SHEET 2 OF 2
'MIN, -7 MIN:
COMPACTS 1 "
T P T I .�._..
SEECU OR LL . F SLOPE
2:1 SLOPE (MAX)
-STABILIZE DIVERSION DITCH WITH
CROSS SECTION TEMPORARY SEEDING AND
EROSION CONTROL NETTING,
UPSLOPE TOE
POSITIVE GRADE 1.0% MAX.
SIDE SLOPE 2' MIN:
2:1 {MA)N.)
STD. NO.
4
\ \ \
\ \ \
\ \
\ \
\ \ \ \
\
STEEP CUT OR FILL SLOPE
PLAN VIEW
TOWN OF APEX
,1
00 7
STD. NO.
400.07
STANDARDS
DIVERSION: DITCH
EFFECTIVE DECEMBER 3, 2002
STREAM.
SHEET 1 OF 1
EWATERING
ONCRETE BLOCK
CONSTRUCTION SPECIFICATIONS _ •
1. LAY ONE BLOCK ON EACH SIDE OF THE -•2 °Q
STRUCTURE ON ITS SIDE IN THE BOTTOM a a +
ROW TO ALLOW POOL DRAINAGE. THE /•
FOUNDATION SHOULD BE EXCAVATED AT O
LEAST Z' BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE _ r
STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN -- - -
OVERFLOW OCCURS. IF NEEDED, GIVE
.0000 0,.
LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2X4 WOOD STUDS
THROUGH BLOCK OPENINGS,
2. CAREFULLY FIT HARDWARE CLOTH OR 2A SLOPE, GRAVEL FILTER
COMPARABLE WIRE MESH WITH �
SEDIMENT POOL
OPENINGS OVER ALL BLOCK OPENINGS TEMPORARY S OO
TO HOLD GRAVEL IN PLACE. WIRE SCREEN
EWATERING
3. USE CLEAN GRAVEL, t'- �' IN DIAMETER, —
PLACED 2" BELOW THE TOP OF THE
BLOCK ON A :1 SLOPE OR PLATTER AND 1„
SMOOTH IT TO AN EVEN GRADE dot #57 T MIN- MAX.
WASHED STONE IS RECOMMENDED. - ...
8 �a
SEDIMENT "
TOWNA E O F APEX
STD. NO.
STANDARDS
BLOCK &GRAVEL DROP INLET LE PROTECTION 4
O 400.08
SHEET 1 OF 1
EFFECTIVE. DECEMBER 3, 2002
END OF
,_----UPSTREAM
STORM DRAIN VERFLOW
e -
PE METER
p 1/ IA
0
KIM
TOP OF 101A 2" MIN ROPE MER
(DETAIL 400.14)
BURY BOTTOM
OF PLYWOOD - _ .� ��"''""'�"
EXTERIOR RLYWOOD
NOTE:
1. ALL PARTIALLY COMPLETED STORM PLYWOOD INLET PROTECTION
DRAINS SHALL BE PROTECTED AT THE END
OF EACH DRY IN ACCORDANCE WITH ,STEEL FENCE PSTREAM END OF STORM DRAIN
THESE DETAIL TYP.) S POST ( VERF O
L W
It u I1
11 h It
If t# 11
t n I t O
p P
113 P .
_IAM
DIAMETER
+p D:
O y
Da p
WASHED' '.
TONE FILTER STONE �
I ,
T
ACROSS PIPE INLET i
r, L, rI 5 r, LI lffww
t r) l l tt r1 II ll
ARDWARCLOT
L T
Ec O
U U U
STONE FILTER INLET PROTECTION'
TOWN OF APEX
SLOPE DRAINS PER THET T
S ANDARD DETAIL, ARE RECOMMENDED.
STD. NO
4 ,1
00 {?
STANDARDS
PIPE INLET (PLYWOOD &STONE
EFFECTIVE: DECEMBER 3, 2002
SMEET 1 OF 1
STD. No,
400.13
INSTALLATION NOTES;
TEMPORARY SKIMMER SEDIMENT BASIN
!
EFFECTIVE: JANUARY 20, 2015
p
0
G
1. REFER TO "NORTH CAROLINA DIVISION OF FOREST
RESOURCES" LITERATURE INSTALLATION
WATER SURFACE P­F��
_
F,k s
MAINTENANCE GUIDELINES "NORTH CAROLINA
E E-
PVC T � VC PIPE J'HOLES PVC PIPE
VC TEE
o
°�:...:a
oMANUAL-2006".
FORESTRY BMP
FLEXIBLE E HOS
PROFILE PROFILE
2 USE A BULLDOZER, KNUCKLEBOOM LOADER, OR
"C" ENCLOSURE
r
SKiDDER TO INSTALL & REMOVE DRAGLINE MATS.
3, HEAVY EQUIPMENT KEEP E . AM.
QU E OUT STREAM.
E
NUT, WASHER&SPECIAL 4"002mm)
2 x 2 x 2 x J" STEEL WASHER 13 1/2"(3431 mm)
[SEE INSET BELOW FOR LETTERING' 5 1/8"(13omm)
STD. NO.
4 INSTALL WATER DIVERSION DEVICES (WATER BARS
STANDARDS N S
SKIMMER DETAIL.
TURNOUTS BROAD-BASED DIPS, ETC.)ON BOTH
SIDES. OF THE MATS
RATE STYLE DEPENDENT
��.
5. STABILIZE EXPOSED MINEERAL SOIL WTH TREE TOPS
1, TEMPORARYDIT H ILT T
S C .OBE USED TO WHERE f SLOPES -
E E O FILL S O ES E XCEEDS 3
�.,
OR BRUSH DURING MAT INSTALLATION;. AND
2. SILT SHALL B V
E REMOVED WHEN SILT DITCH IS ONE-HALF FULL.
t
SEEDING/MULCH AFTER MAT REMOVAL.
U
T WASTE MATERIAL -COMPACT, (- Z MIN. -)
I— SEED & MULCH AFTER
CONSTRUCTION OF DITCH
6 INSTALL MATS TO CREATE A MINIMUM TEN FOOT
BRI TH..
BRIDGE WID
WEEP HOLES W/
e �
G4.r"' 4 d�
0
�� — ,,• VAR. — _-
- — —' _ — — — — — — — — —
T T�T a f 'a.
1 -1T t 1 1'�1 I I 1 1 i 1 1 1 I L 1---1 1 T 11 �I i
III—III { I T i I I— ! I -L _ 0 2 — 1 1 1 1 1 1— I I-1 I I I I f''
-t 1
ILI
I i -
I;
I
P
$ Do yJ♦J�Q
O
MAINTENANCE NOTES.
CROSS SECTIONAL VIEW
/
1. KEEP MATS' SURFACE FREE OF MINERAL SOIL AND
DEBRIS THAT COULD ENTER STREAM.
E EA
STD. NO.
:400.16
2. PERIODICALLY CHECK MAT HARDWARE RETIGHTEN
TEMPORARYD ILT DITCH
TC H
EFFECTIVE: DECEMBER 3, 2002
NUTS &CABLE CLAMPS AS NECESSARY TO
SHEET 1 OF 1
NOTES;
MAINTAIN BRIDGE STRENGTH AN - INTEGRITY.
E D
DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE
PERSPECTIVE VIEW
3 IMMEDIATELY REMOVE ANY DEBRIS WHICH ENTERS
MINIMUM OF 1.5 FEET AND AT LEAST 6 INCHES HIGHER THAN
THE ADJOINING RIDGE ON EITHER SIDE.
THE STREAM AT THE CROSSING LOCATION.
MINIMUM OF 1 FOOT ABOVE THE TOP OF THE DRAIN TO ALLOW 'MIN.
THE DESIGN FLOW TO FREELY ENTER THE PIPE.
4. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION,
REMOVAL NOTES:
f=', 'tar:T1 rima x�'.: 1.5 IN.
PLASTIC CORRUGATED PIPE
1 CLEAN OFF BRIDGE SURFACE.
!
GANG �,.,._ c _
_ ,
METAL POST p SpA •1 err:
2 REMOVE MATS BY USING MAT CABLE LOOP OR
T -SECTION
1/4 SUPPORTED 1/4 SUPPORTED
SKIDDER GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED PORTIONS OF
STD. NO.
SURFACE FLOW SURFACE FLOW
STREAM BANK AND APPROACH ROADS WITH
PERENNIAL GRASSES/MULCH (OR WETLAND MIX
TOWN OF APEX
DIVERSION BRIDGE AT DIVERSION
WHEN APPLICABLE).
4. LEAVE APPROPRIATE WATER DIVERSION
,1
00 7
• •
TEMPORARY SLOPE DRAIN4
STRUCTURES IN PLACE ON BOTH SIDES OF
(SEE NOTE 1) 8" '+-36"
8 36"
8
"—ORIGINAL
STREAM.
NO WELL-DEFINED CHANNEL
STREAM STREAMBANK
3 TI ES
INNER RIP A IP RAP
I. IP I. IP
SIDE VIEW
6A IN. 0
PLAN VIEW PLAN VIEW
PIPE PIPE
I d
I
TOWN OF APEX
SECTION 'A -A' SECTION 'A -A'
STD, NO.
400,.1.1
T ARD
S AND S
TEMPORARY STREAM CROSSING
!
EFFECTIVE: JANUARY 20; 2015
SHEET 1 OF 2
ARTH FILL COVERED BY
COARSE AGGREGATE 6" DEEP LARGE ANGULAR ROCK
�' DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
FILTER FABRIC- _
-r -
I —
I � I
EFFECTIVE DECEMBER 18, 2012
-E
-111,rL-rT-- I
CAPACITY OF PIPE CULVERTS= ELEVATION
BANK FULL FLOW
ARTH FILL COVERED BY
'FLOW I III, LARGE ANGULAR ROCK
���I�li ll I`I II�I�II
COARSE AGGREGATE
'-+ 25'MIN. �I�i�i�i�l�i�{�i l�i�'�' 25'M1N. -,
STREAM CHANNEL I'
I1I11111� IIIlIlI1I� 1:) II
TOP OF BANK ----1,1: I : I: M i l l l , l , I, 1.
TOP OF BANK
PLAN
TOWN OF APEX
STD. NO.
400.11
STANDARDS D
TEMPORARY STREAMR
C OSSING
EFFECTIVE: DECEMBER 3, 2002
SHEET 2 OF 2
DESIGN INFORMATION TO BE PROVIDED BY PLAN VIEW
THE ENGINEER ON THE CONSTRUCTION EMERGENCY SPILLWAY CONSTRUCTED OVER
DRAWINGS UNDISTURBED GROUND AND ARMORED WITH
RIP RAP AND FILTER FABRIC
DIMENSIONS ELEV
EMERGENCY SPILLWAY
TOP OF DAM WIDTH �- --
ANTI SEEP COLLAR a :; ; .;: IP RAP
RAP
RIP ._F DISSIPATOR PAD - — DIS IAP
TOP RISER :. PAD
PIP
OUTLET E INVERT IN -
- . _...
:OUTLET PIPE INVERT OUT :, ''
a ,-
ANTI -FLOATATION DEVICE
SKIMMER SIZE
:ORIFICE SIZE
SLOPE DRAIN (TYPICAL OF 2) UTLET PIPE
POROUS BAFFLES (3 MIN.) RTH DAM
SKIMMER
WATER LEVEL DURING $TORN CONCRETE RISER
POROUS BAFFLES (3 MIN.) SKIMMER
SLOPE DRAI (DETAIL 400.14) V MIN. FREEBOARD
(DETAIL 400.17)R'
ME GENCY SPILLWAY ELEV.
INIMUM FORESLOPE 2 `1
3' I ---MINIMUM BACKSLOPE 3:1
RTH DAM
GATE VALVE R OR RCP DISCHARGE PIPE
ANTI -FLOATATION G K--
B OC
NOTES: ANTI -SEEP COLLAR 1 UTLET
1, SEDIMENT STORAGE: 3,600 CF/DISTURBED ACRE PROTECTION
CROSS SECTION
2. SURFACE AREA BASED ON: Q25 (DETAIL 400.18)
3. INSTALL SEDIMENT CLEANOUT ELEVATION STAKES:
4, BAFFLES SHALL INCLUDE 700 G/SM COIR EROSION BLANKET.
5. 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.
TOWN OF APEX.
STD. NO,
400,12
STANDARDS
RISER BARREL SEDIMENT BASIN
EFFECTIVE' JANUARY 20, 2015
SHEET'1 OF 1
DESIGN INFORMATION TO BE PROVIDED BY SLOPE DRAIN'
THE ENGINEER ON THE CONSTRUCTION TYPICAL OF 2
DRAWINGS (DETAIL 400.17)
TOP OF DAM ELEVATION
BASIN BOTTOM ELEVATION
BASINBOTTOM LENGTH
BASIN BOTTOM WIDTH
SKIMMER SIZE
RIF CE SIZE
E
INSOo
TOP OF DAM
(MINIMUM WIDTH 51
AFFLES WITH METAL
POSTS, WOVEN WIRE
EMERGENCY SPILLWAY FABRIC BACKING, &
(MINIMUM WIDTH 10) COIR FIBER NETTING
OTTOM ANCHORED
1' MINIMUM FREEBOAR WITH STAPLES
SKIMMER
(DETAIL 400.14)
WITH RETRIEVAL
TONE APRON ROPE
TOWN OF APEX
O
STD. NO.
400.13
TA
S NDARD;
s
TEMPORARY SKIMMER SEDIMENT BASIN
EFFECTIVE: JANUARY 20, 2015
SHEET 1 OF 2
BAFFLES WITH METAL POSTS, SLOPE DRAI
WOVEN WIRE FABRIC BACKING, (DETAIL 400.17)
AND COIR FIBER NETTING
ETRIEVAL
KIM
TOP OF 101A 2" MIN ROPE MER
(DETAIL 400.14)
PROTECT WEIR
WITH FILTERFILTER
T
FABRIC 3' P S S
FABRIC &RIP RAP DEL
.,.._,4'QR 6" PVC
g2gumia! WPM
Tim
5'x3`x18" I ENGT
6" STONE APRON
SKIMMER BASIN CROSS SECTION
NOTES:
S
1. USE FOR DRAINAGE AREA T
R D G S NO EXCEEDING 10 ACRES.
2. EARTH BERM SHALL BE STABILIZE VEGETATION
D WITHACCORDING 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
T IN.
OF HE BAS PLACE THE SEDIMENT THAT HAS BEEN REMOVED O ED { N A DESIGNATED DISPOSAL AREA. REPAIR AND/OR REPLACE BAFFLES.
4, CHECK THE STRUCTURE FOR U O DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A
MINIMUM OF 1.0 FOOT BE LOW THE LOW PDINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED M SPILLWAY THE FROM O S UST 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 ENTERING1
THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN T A
ME BASIN. SIN. A P0
PR PRIATELY SIZED
SLOPE DRAINS PER THET T
S ANDARD 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.
TOWN OF APEX
.... AP
#4 REBAR AT 6" O.C. EACH WAY
4
STD. No,
400.13
STANDARDS Ds
TEMPORARY SKIMMER SEDIMENT BASIN
!
EFFECTIVE: JANUARY 20, 2015
SHEET 2 OF 2
SCH D
E U
PVC END CALE 40P
VC ELBOW PVC VENT PIPE PUC PIPE
WATER SURFACE P­F��
• VC END CAP °
/� SCHEDULE 4 -"--ORIFICE PLATE
E E-
PVC T � VC PIPE J'HOLES PVC PIPE
VC TEE
IN UNDERSIDE
EDO BOTTOM SURFACE
FLEXIBLE E HOS
PROFILE PROFILE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
TOWN OF APEX
NUT, WASHER&SPECIAL 4"002mm)
2 x 2 x 2 x J" STEEL WASHER 13 1/2"(3431 mm)
[SEE INSET BELOW FOR LETTERING' 5 1/8"(13omm)
STD. NO.
400..14
STANDARDS N S
SKIMMER DETAIL.
EFFECTIVE: NOVEMBER 20, 2007
RATE STYLE DEPENDENT
SHEET 1 dF 1
NOTES:
1, TEMPORARYDIT H ILT T
S C .OBE USED TO WHERE f SLOPES -
E E O FILL S O ES E XCEEDS 3
FEET INERT AL
V IC HEIGHT E GMT AND ALONG STREAMS TO AND INTERCEPT FL /
G OW OR
DIVERT TO A CONTROLLED OUTLET.
2. SILT SHALL B V
E REMOVED WHEN SILT DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR
COVERED BY FILL.
T WASTE MATERIAL -COMPACT, (- Z MIN. -)
I— SEED & MULCH AFTER
CONSTRUCTION OF DITCH
VAR.
WEEP HOLES W/
Tt
I-
�� — ,,• VAR. — _-
- — —' _ — — — — — — — — —
T T�T a f 'a.
1 -1T t 1 1'�1 I I 1 1 i 1 1 1 I L 1---1 1 T 11 �I i
III—III { I T i I I— ! I -L _ 0 2 — 1 1 1 1 1 1— I I-1 I I I I f''
-t 1
ILI
I i -
I;
I
; 6"MIN'
18
CROSS SECTIONAL VIEW
TOWN OF APEX
NOTE:
STD. NO.
:400.16
STANDARDS
TEMPORARYD ILT DITCH
TC H
EFFECTIVE: DECEMBER 3, 2002
STD. NO.
SHEET 1 OF 1
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 T OF THE DG SHOULD B DIVERSION RIDGE H L A
E S E
MINIMUM OF 1 FOOT ABOVE THE TOP OF THE DRAIN TO ALLOW 'MIN.
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 .T, ;,- , , f : ,, c••-1t,-^�sr-.,,,
DIKE
f=', 'tar:T1 rima x�'.: 1.5 IN.
PLASTIC CORRUGATED PIPE
O
!
GANG �,.,._ c _
_ ,
METAL POST p SpA •1 err:
(TYPICAL) I _ I- - : - I
I I. III I I
�:
T -SECTION
w
a
I _
STABILIZE I - Z
OUTLET I SECTION VIEW
i
T>7 .rr
- OUTLET
STD. NO.
MINIMUM LEVEL SECTION STANDARD T -SECTION
PLAN VIEW
TOWN OF APEX
EFFECTIVE. DECEMBER 3, 2002
STD, NO,
,1
00 7
STANDARDS
TEMPORARY SLOPE DRAIN4
EFFECTIVE: DECEMBER 21, 2010
(SEE NOTE 1) 8" '+-36"
8 36"
8
SHEET 1 OF 1
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO WELL-DEFINED CHANNEL
NO WELL-DEFINED CHANNEL
A A A A
3 TI ES
INNER RIP A IP RAP
I. IP I. IP
DIAMETER APRO APR N
6A IN. 0
PLAN VIEW PLAN VIEW
PIPE PIPE
I d
I
ILTER FABRIC 11TER FABRIC
SECTION 'A -A' SECTION 'A -A'
NOTES
1. L = THE LENGTH OF THE RIPRAP APRON
2, d = 1,5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 12 INCHES
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
4. IN A WELL-DEFINEDA T
CH NNEL EXTEND THE APRON UP THE CHANNEL BANKS TO 6 INCHES ABOVE THE MAXIMUM TAILWATER DEPTH
OR THE TOP OF THE BANK, WHICHEVER IS LESS.
TOWN OF APEX
STD. N a.
STD. NO.
400.18
STANDARDS
PIPE OUTLET
EFFECTIVE DECEMBER 18, 2012
SHEET 1 OF 1
V S
DUMP TRAP +.
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
i
UMP STRAP
1" REBAR FOR BAG REMOVAL
SEDIMENT SACK
INSTALLATION DETAIL
UMP STRAP
an
` a
„a
• a' .. : 4
. ,
R ;.
EXPANSION RESTRAINT ; • .
(1/4" NYLON ROP E,e ' v,. r
a a
e d
4 0
2" FLAT WASHERS
• C
a..
BAG DETAIL '
TOWN OF APEX
INSTALLED TO DEPTHS CERTIFIED AACCEPTA L E ........ 4
STD -NO.
400.19
STANDARDS
INLET SEDIMENT CONTROL DEVICE
EFFECTIVE: JANUARY 20, 2015
SHEET 1 OF 1
SLAB TO BE COUNTER SUNK
V IN DEPTH UNDER HANDLE
0 SMOOTH BAR
-HANDLES--,,,,,,
43' 8" 2-3 )�ROUND OR
MN ARE WASHER
HER S
12" � 12"
�2- HEX NUTS
43' V„ fii X 3 PIPELE V
S E E (TO ALLOW
MIN HANDLE TO MOVE FREELY)
PRECAST CONC. HANDLE DETAIL
SLAB RECAST CONCRETE SLAB WITH
#4 REBAR AT 6" O.C. EACH WAY
4
O .•y
NOTES: .:. 4"
:. �— 4
1. EITHER SOLID BLOCK OR < • +
PRECAST CONCRETE MAY "�' 1-1/2"
BE USED.
2.CAST IN PLACE DESIGNS TO +•'
•
BE SUBMITTED. OPENING: ONE
1 CONCRETE WALLS TO BE ,. .. _ '. • COURSE HIGH
+
$" THICK MIN. m,! -MIN „ , . •:. .. ' '
4. STEPS REQUIRED AT 16" 35' MIN a �. VAR I BLE
'
O.C. THROUGHOUT, WHERE 3: r ., • .' WEEP HOLES W/
DEPTH EXCEEDS 5`..4.• • STONE & WIRE
5. USE ONLY 3000 PSI ' ,`. �.. ...''; MESH, 2" MIN. DIA.
CONCRETE MIX.
6. INSIDE DIMENSION FOR 24," .: ~ .. 4"
PIPE AND UP USE PIPE ..:.. :.
• a
i+ 6" MIN. ••.�• +'
DIAMETER PLUS 12". � •.' ,+� > ,
+ • 6" MIN
•PLAN
SECTION STONE BEDDING
TOWN OF APEX
NUT, WASHER&SPECIAL 4"002mm)
2 x 2 x 2 x J" STEEL WASHER 13 1/2"(3431 mm)
[SEE INSET BELOW FOR LETTERING' 5 1/8"(13omm)
Sm. No.
500.01
STANDARDS
YARD INLET W/ CONCRETE SLAB
EFFECTIVE: DECEMBER 18, 2012
RATE STYLE DEPENDENT
SHEET 1 OF 1
4" 35, MI STANDARD 24"X24"
GRATE & FRAME
26"X 26„
MINIMUM
a•
- 4" OPENING
6 COL RSES
# CORBEL BRICK V PER
COURSE FOR 6 COURSES
GR UT GR UT 35" MIN
` VARIABLE ROUT
WEEP HOLES W/
' STONE &WIRE
' MESH, 2" MIN. DIA.
ILI
I i -
I;
I
; 6"MIN'
r'
6"MIN
30 )0 PSI CONCRETE STONE BEDDING
PLAN SECTION
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
4" O, 5, 57, OR 67 STONE
STD. NO.
500.02
STANDARDS
YARD INLET W/ GRATE & FRAME
EFFECTIVE: DECEMBER 18, 2012
SHEET 1 OF 1
�TYPE'G' ITYPE'E' i•TYPE'F'
TT
PIPE FOUNDATION. DIRECT THIS TEMPORARY FLOW INTO SUITABLE EROSION CONTROL DEVICES.
—WATER FLOW— SAG — WATER FLOW—
WATER FLOW— SAG — WATER FLOW—
sm Na.
TYPE 'F'- TYPE'E' TYPE'G`
DETAIL SHOWING TYPES OF GRATES TO BE USED
ACCORDING TO WATER FLOW RAISED AR
MARROW INDICATING FLOW
INDICACATING FLOW DIRECTION
DIRECTION
O
!
Ove vv O
TYPE'F' TYPE'E' TYPE 'G'
GRATE TYPES
TOWN OF APEX
STD. NO.
.5;;;;
STANDARDS
GRATE PLACEMENT DETAIL. FOR CATCH BASIN
EFFECTIVE. DECEMBER 3, 2002
SH
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5')
(5 FEET OR ESS IN DEPTH) (5�ET T 20 FEET IND PTH) (OVERSEE I If�TH)
TANDARD STEPS REINFORCED
16" ON CENTER ,..
' �`---CONCRETE SLA ...
(TYP.) 3
(SEE NOTE 1) 8" '+-36"
8 36"
8
6, (TYP.) 8" --- 60"—
IN.
1 ' f. 12„
TONE °,:
I 6 ;•`:: f ^..
WEEP HOLES W/ STONE & *8" FOR DEPTH >8' BEDDING { A
WIRE MESH, 2" MIN. DIA. (TYP.) (TYP•) 1
;,,:, ,: • f . 12 MAX
8"
5' AX: 8„ 126" 6' AX.
26" 5' T 20' OVER 20'
8„
6A IN. 0
• 12"
x-
3000 PSI CONCRETE;• ..�. ,. :: .;.�'..
SLAB DETAIL SLAB ETAIL
NOTES: 4 ,
1. SLAB THICKNESS AND REINFORCEMENT
FOR SOIL AND TRAFFIC LOADING SHALL + , „ , •; 4
BE SPECIFIED BY
A5 AN 6 ENGINEER. -N
E G >�
2. ALTERNATE BLOCK LAYING DIRECTION ,1-^ -3B""* `" 7
EVERY THIRD COURSE. r `
,
i
t
3. FRAME GRATE & HOOD P N + .
, PER CDOT �
STANDARD 840.03. .• ..
TOWN OF APEX
STD. N a.
500.04
STANDARDS
BLOCK CATCH BASIN DETAIL
EFFECTIVE' DECEMBER 18, 2012
SHEET 1 OF 1
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X6)
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
,. STANDARD STEPS
„ REINFORCED
16 N CENTER O C E .:.».. ,
TYP. L -36" : ``'---CONCRETE SLA
(TYP.)
„ (SEE NOTE 1)
.�
48"
60.
6" (TYP.)' �' I 0
i
WEEP HOLES W/ STONE & i --STONE ' -
VVIRE MESH, 2" MIN. DIA. (TYP.) BEDDING
(TYP.)
Y/
.., 12" MAX.
T*:'
2 —21656— ;.; L�
" 5' MAX.6
48" 5' TO 20" 2 "
60'• OVER 20'
i
6"MIiN
y,
4...
NOTE:
1. SLAB THICKNESS AND REINFORCEMENT FOR SOIL
SLAB DETAIL LAB DETAIL
AND TRAFFIC LOADING S MALL BE AS SPECIFIED BY L
AN ENGINEER AND SHOWN ON PLANS. "'` `_ %'•
a4 -v
4
2. FRAM RA T
E GRATE, &HOOD PER NCDO STANDARD
840.03. 26 26
1 4 4
3. CONCRETE SHALL. BE 4000 PS{ MIN. FOR ALL 601,'[. � ''. ,-` a;• � t ?:• ';
PRECAST CONCRETE CATCH BASINS. 72 ± 36 u`'y
4. PRECAST CONCRETE STRUCTURES S M
MAY ONLY BE
h
INSTALLED TO DEPTHS CERTIFIED AACCEPTA L E ........ 4
BY THE MANUFACTURER.
5. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW 60' •r. `` '� ''`
TYPE CATCH BASIN. L`_72"
TOWN OF APEX
CM —Transportation
STD. NO,
500.05
STANDARDS
PRECAST CATCH BASIN DETAIL
EFFECTIVE: DECEMBER 18, 2012
SHEET 1 OF 1
STANDARD TYPE DEEP TYPE
UP TO 20 FEET IN DEPTH 20 F '
( ) (OVER ET INPTH E DEPTH)
STANDARD MANHOLE STANDARDS STEPS
RING & COVER 16" ON CENTER (TYP,)
DESIGNEDFOR—
O P D I F OR
: ,... ES ... ,
HS-20
HS -20 LOADING MAY
5,.
BE FLAT OR 5", >
' ECCENTRIC CONE
UP TD 20' 48" MIN: - PLASTIC CEMENT 0" MIIN, OVER20'
PUTTY OR BUTYL
RUBBER JOINTS
L
WEEP HOLES W/ STONE & .. 6„
S
6 O
`las!
. - WIRE MESH, 2' MIN. DIA.
{ r •.
6 BRI K & MORTAR INVER�nit"
TON
S E BEDD N
FLAT TOP DETAIL FLAT TOP DETAIL
STANDARDS STEPS -~ -
16" ON CENTER / \ O
\ � \ 70" !?J
(TYP.) I
12„ I
1
\ 1 12,,
t
TOWN OF APEX
$Ta. NO.
500.06
STANDARDS
PRECAST MANHOLE JUNCTION BOX
EFFECTIVE: DECEMBER 18, 2012
SHEET 1 OF 1
(2) J"-13 HEX. BOLT. HEAVY
NUT, WASHER&SPECIAL 4"002mm)
2 x 2 x 2 x J" STEEL WASHER 13 1/2"(3431 mm)
[SEE INSET BELOW FOR LETTERING' 5 1/8"(13omm)
311/4"( ( 94mm )
9 7/8"(251mm)
271/4"( 92mm)
23.3/4"(603rnm)
3/4'(95mm)
1 1/16"(27mm)
7 (178mm)
RATE STYLE DEPENDENT
UPON APPLICATION SECTION
REFER TO DETAIL 5.03 FOR
GRATE TYPE
(------36 7/8"(937mm),I
1 3/8"(36mm)
3/4„19mm 1 3/4"(44mm)
OLTING SLOTS
1-—24"(610mm) HOOD LETTERING INSET
3"(1092mm)
DUMP N T T
0 WASTE! RAINS 0 WATERWAYS
sEcrtoN ...E D S
MNFR NAME MADE IN USA MOIDYIYR
TOWN OF APEX
STD. NO.
STANDARDS
FRAME DETAIL FOR CATCH BASIN 500.08
EFFECTIVE: DECEMBER 3, 2002
SHEET 1 OF 'I
FINISHED GRADE / SUBGRADE
ILI
I i -
I;
I
T MIN. COVER - NON -TRAFFIC
O RAFFIC
2' MIN. COVER - TRAFFIC
Im CKFILL
INITIAL LIFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFFIC AREAS: 6" MAX, LIFTS
COMPACTION: 95% MAX. DRY DENSITY
(STANDARD PROCTOR)
4'
4" O, 5, 57, OR 67 STONE
NOTES:
1. EXCAVATE TO 4 INCHES THE PROPOSED PIPE ELEVATION.
. PROVIDE 4 INCHES H CES STONE BEDDING AND 4 INCHES STONE G S 5 ONE BA KFIL .
G L
3, WHERE BELL AND SPIGOT PIPE IS USED, PROVIDE RECESSES TO RECEIVE PIPE BELL.
4. UNDERCUT UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER AND BACKFILL WITH STONE OR
OTHER APPROVED MATERIAL.
5. 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
sm Na.
500.09
STANDARDS
STORM DRAIN PIPE BEDDING &BACKFILLING
EFFECTIVE: DECEMBER 18, 2012
SHEET 1 OF 1
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifica 'ons si ned on the cover sheet of these constructionp tans.
A
10
I
C — Engitfeering
Date
Public Works —Env. Programs
j�
Date
Date
CM —Transportation
Planning
Date
!� t
CM — uilding Inspections
Date
Planning —Transportation
Date
is arks — Water/Sewer
Date
Fire
Date
!V i'
Public Works— Electric
Date
Parks, Recreation & Cultural Res,.
Date
Public Warks — S & E
Date
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
G0329
s
Revis on
01/15/16 PTown .own Of Apex
1 St review
02/10/16 Per T f
Own a Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 ToWervieW Court
I
a�/ NC 27513
[phone]
�'I
.719 417- 4429
Project
Jordan Manors
Details
Date
December Ce Der 17 2015
As Shown
Sheet
CS - 37

,-METER BOX - HDPE
DEPTH 18 INCHES MINIMUM
r
4„ MIN
I
6" MAX � i
„ i
4
OR 1 METER DUAL ANGLE
CHECK VALVE
ANGLE.. -
METER
STOP-
(LOCKABLE) FLOW
1 I
COPPER I I I
3"MIN.
METER #87 STONE I
S 1„
SETTER
_
\-TYPEWCOPPER TUBING
TOWN OF APEX
ONE
STD. NO.
600.01
STANDARDS
/4 BACKFLOW 3 & 1 CK LOW METERASSEMBLY
EFFECTIVE: DECEMBER 18, 2012
SHEET 1 OF 2
w
J,
F 1
r Z,
r Wc,
1
I W I
I
1, 5' SQUARE
EASEMENT
SIDEWALK
LaQAoWAY r o y..
R!
` x z `' METER BOX - HDPE TRANSITION
DEPTH 18 INCHES MINIMUM COUPLING
URB &GUTTER IF REQ D,
COMPACTED BACKFILL -
IN ...
- - - DO NOT EXCEED 4 :" AN L
C 5 G E
T
_ TYPE W SOFT BOTTOM OF DI CCH LINE
COPPER PIPE SERVICE CONNECTION T
METER X T T
BO TO YPE'K' POLY OR COPPER
O
WATER MAIN TAPPING SADDLE SOFT COPPER EXTENDED 18 SERVICE LINE
AS SPECIFIED AS SPECIFIED MIN. AND/OR TO THE BOTTOM
OF DITCH LINE AND TURNED
TOWARD CONNECTION
TOWN OF APEX
0.1
STD. NO:
600.01
STANDARDS D s
f4
3 & 1 METER BOX ASSEMBLY
EFFECTIVE: DECEMBER 1 01
E E 8, 2 2
02
SHEET 2 OF 2
BLIND FLANGE W12" THREADED PLUG STANDARD MANHOLE RING & COVER
GROUNDLINE
OR PAVEMENT 1'
ASPHALT BASE :I ONCRETE RISER RING
• I I ��
I=HT1
MINIMUM 4" CLEARANCE
1 1!111=f
UNDER & ABOVE FLANGE OFEr,f
lMEE -
_ ROPERTY/PHASE LINE
: i011
II<
6 MIN. -
10 MA X _
1 a MAX, .. ITf- I
0.5
H
MEC ANICAL JOINT
Lori;.. •:; o
� 90 BEND W/GRIP
..: -Lf�RING ACC.
„ SAME SIZE
BOLTS SHALL BE JHOfi � I
- ��
DIPPEDA As MAIN I I- -III - T II ITI-III
GALV GALVANIZED rrr�1-�I-r;--r-r -
PI T
BLOWOFF VALVE 3DDo S CONCRETE
FOR TEMPORARY BLOWOFF, OWO CONCRETE
C
BLOCKING BEHIND BEND ONLY
TOWN OF APEX
0.9
STD. NO:
600.04
STANDARDS
-
BLOW oFF ASSEMBLY
EFFECTIVE: JANUARY 22, 2014
SHEET 1 OF 1
NOTES:
1. HYDRANT TO BE PLACED WITH PUMPER
NOZZLE FACING THE CLOSEST CURB. 5'-0""MIN
2. HYDRANT TO BE PAINTED ONE COAT F
O O
RED AFTER INSTALLATION. 8 0 >t
3. WATER SERVICES SHALL NOT BE
PERMITTED ON HYDRANT LEGS. INISH GRADE
CURB & GUTTER 181, I 1
24" MAX
ROADWAY •: -- - I I- _ 1i i
S-6" MIN
COMPACTED BACKFILL
-
CAST IRON, _ _ _
INI MC.F.
,- -- MU 8 C
- - - - _ _
VALVE B ,
O __ ' 5 STONE
CONCRETE
THRUST BLOCK
. _.._.._... II
C.Y. AT 3000 PSI . , . _ - - -
ONCRETE
; K
••� ;•>.. THRUST BLOC
.. 6 D,I.P. J C.Y. AT 3000 PSI
BETWEEN SECTIONS SHALL BE PER PLANS (BY MANUFACTURER)
WATER MAIN " GATE VALVE
UNDISTURBE NOTE:
SOIL TOP OF BLOCKING TO
"BRIDLE ROD BE 2" BELOW HYDRANT
& ROD COLLAR WEEP HOLES
TOWN OF APEX
INTERIOR EPDXY COATED. 8" NO. 57 STONE
STANDARDS
HYDRANT IN TA TIS LLAONEFFECTIVE. JSjTD.NO.
OF 1
NOVEMBER 20,2007
I
I )
I
1
t �
1
700.04
00 04
\ ALL DIMENSIONS ARE TO BACK OF CURB
PRECAST MANHOLE
EFFECTIVE: JULY 21, 2015
SHEET 1 OF 3
ti
_ 2' MIN. - 5' MAX.
CURB AND GU ER
14' MIN.
25' MAX.
TOWN OF APEX
MANHOLE.
�} '. n
STD. NO.
600.06
STANDARDS
HYDRANT LOCATION
EFFECTIVE DECEMBER 3 2002
SHEET 1 OF 1
PAVED AREAS
ASPHALT SURFACE
ASPHALT
VALVE BOX d SHALL NOT•
CONTACT MAIN OR VALVE
LVE BOX & COVER
UNPAVED AREAS
1' 1
-3000 PSI
CONCRETE
ENCASEMENT
COMPACTED
BACKFILL
PLAN
j"/ / VALVE BOX'
/// •'& COVER
3000 PSI CONCRETE ENCASEMENT
(OUTSIDE PAVEMENT)
OR
ASPHALT (INSIDE PAVEMENT)
I 1 t 11 t t I I III I l t 11 NOTES:
-! I - =1 BLOCKING CV
IT -)LI 1. IN CASES WHERE MAX. VALVE BOX HEIGHT IS
-jj _ 1- „
I IIT I
_ _ EXCEEDED USE 6 DIP AS A PROTECTIVE SLEEVE.
-1-# TI f: _ ��_
-11� I I TI T1-111-! I l 14
2. ALL VALVE BOXES AND COVERS SHALL MEET ASTM
SECTION A48, GRADE 35B IRON REQUIREMEMNTS.
TOWN OF APEX
STD. NO.
STANDARDS
VALUE BOX INSTALLATION '
1600.08
EFFECTIVE; DECEMBER E 21, 2010 'SHEET 1 OF 1
NOTES'
CONCRETE
THRUST COLLAR
A B
1. THE SEWER LINE ENTERING A
RINGS
REQUIRED
DROP MANHOLE SHALL BE
1'-01' 1'-0"
CONTINUOUS MATERIAL FROM
ONE
THE UPSTREAM MANHOLE:
T-4" 1'-0"
2. ONE INSIDE DROP PERMITTED
ONE
WITHIN A 60 MANHOLE. TWO
1'4" 1'-0"
INSIDE DROPS PERMITTED
ONE
WITHIN A 6'0 MANHOLE.
1' 4" V-0"
1 A DROP MANHOLE IS REQUIRED
TWO
WHEN THE DIFFERENCE
V-4" V-2"
BETWEEN INVERTS EXCEEDS 24".
TWO
4. ALL JOINTS WITHIN THE MANHOLE
1' 4"T-4"
SHALL BE OF THE MECHANICAL
TWO
JOINT TYPE
0,1
S. INSIDE DROP PIPE DIAMETER GROUTED
INVERT
SHALL BE THE SAME AS THE
INFLOW SEWER LINE DIAMETER.
6
6. STAINLESS STEEL STRAPPING
0.2
SHALL BE 1" WIDE BY 1/8" THICK
0.1
0.1
8
AND ATTACHED TO THE MANHOLE
WALL WITH MASONRY ANCHORS.
TOWNOF APEX
STANDARDS
EFFECTIVE: JULY 21, 2015
PICKHOLES
' LETTERS
RECESSED FLUSH
IRON RING & COVER
OLDED GASKETED PIPE CROSS
ON-SHRINKRO T
G U
-SEWER LINE
STAINLESS STEEL STRAP 3' OC MAX
ANCHORED TO MANHOLE WALL
90 DEGREE BEND
#67 STONE
ELEVATION
PICKHOLES
RECESSED LETTERS
LUSH
MANUFACTURER
USA
MODEL
MO/DY/YR
STD. NO.
700.07
SHEET 1 OF 1
,
1 118. 1 1/8"
„j „�
7116 7116
TOP VIEW TOP VIEW BOTTOM VIEW
7 5116"
I _
5 114"
'-
5 3(4
3 112.,....
FRONT VIEW SECTION VIEW COVER WEIGHT: 16 LBS
TOWN OF APEX STD. NO.
STANDARDS
VALVE. COVER 600.09
0 9
EFFECTIVEt NOVEMBER 20, 2007 SHEET 1 OF 1
CONCRETETHRUST
COLLAR
+ D:I;P
THREADED RODS
(EACH SIDE)
TOWN OF APEX
STANDARDS
EFFECTIVE: DECEMBER 3, 2002
CONCRETE THRUST BLOCK
MECHANICAL JOINT CAP--
D.I.P.
-�' THREADED & COATED
RODS (EACH SIDE)
BLOCKING
UNDISTURBED SOIL-/
CAPPING DETAIL
COMPACTED BACKFILL
-
CONCRETE THRUST CONCRETE THRUST
COLLAR (3000 PSI)
COLLAR (3000 PSI)
UNDISTURBED SOIL
Y.7S,
...W MECHANICAL JOINT A Al
�r a x"
�i'• TAPPED PLUG
ANCHOR # MAIN G I 11 I MAIN
RING
K - -
_. _.:_:. ........... nR
OR
UNDISTURBED SOIL
ING
, „
TRENCH WALL 4 -0
PLAN
SECTION Z -Z
PIPE
DIAMETER
CONCRETE
THRUST COLLAR
A B
ANCHOR
RING
C
RINGS
REQUIRED
6"/8"112"
1'-01' 1'-0"
2"
ONE
15"
T-4" 1'-0"
2"
ONE
20"
1'4" 1'-0"
3"
ONE
24„
1' 4" V-0"
3"
TWO
30"
V-4" V-2"
4"
TWO
36"
1' 4"T-4"
4"
TWO
STD, NO.
600.1.0
SHEET 1 OF 1
Z
MINIMUM CONCRETE BLOCKING (C.Y.)"
A
5
SIDEWALK 6" MIN: 1'-D"� //-FINISHED GRADE
is
�t x'
Li
MIN
•
A
IJ
A
z
z
Z
°W°
REINFORCING
wLU
�
NOTE:
W
m
6" TO 16" MAINS--12-NO.
7 BARS
2070 36" MAINS--12-NO. 8 BARS
BARS PLACED AS SHOWN
TOWN OF APEX
STD. NO.
STANDARDS THRUST COLLAR INSTALLATION 1600.11
EFFECTIVE: DECEMBER 3, 2002 SHEET 1 OF 1
NOTES:
1. TAP SIZE AND ISOLATION
VALVE TO BE SAME SIZE AS
AIR VALVE.
2. ALL PIPING AND FITTINGS IN
THE MANHOLE SHALL BE
BRAR BRONZE
SS O UNLESS
ESS
NOTED OTHERWISE.
3. MANHOLE STEPS SHALL BE
ED 16" . WHEN
C O C
DEPTH OF MANHOLE
EXCEEDS 4 FEET.
PLA
4. MANHOLE INTERIOR SHALL
BE EPDXY COATED IN THE
CASE OF SEWER.
TOWN OF APEX
STANDARDS
EFFECTIVE' NOVEMBER 20, 2007
F
AIR RELEASE MANHOLE FOR WATER MAINS
TOWN OF APEX
STANDARDS
EFFECTIVE DECEMBER 3, 2002
ATION AIR VALVE
MAIN
STD. NO.
600.12
SHEET 1OF1
NDISTURBEU EARTH ' CONCRETE SHALL BE 3000 PSI
NOTE: WRAP FITTINGS IN 6 MIL PLASTIC BEFORE POURING CONCRETE
REACTION BLOCKING
STD. NO.
600.1 3
SHEET 1 OF 1
FINISHED GRADE / SUBGRADE
-----BACKFILL
3'MIN. INITIAL LIFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFFIC AREAS: 6" MAX. LIFTS
0
COMPACTION. 95% MAX. DRY DENSITY
. (STANDARD PROCTOR)
TRENCH WIDTH
DIA. IDE 8"
+
MIN: PIPE OUTSIDE U S EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
NOTES:
1.O STONES SHALL N 0 S L BE INCLUDED IN THE BACKFILL MATERIAL FOR AT LEAST 2 FEET
S EE ABOVE THE TOP OF THE PIPE.
2. PROVIDE RECESSES TO RECEIVE PIPE BELL.
3. UNDERCUT MATERIAL UNSUITABLE
AS DIRECTED BY THE ENGINEER AND BA KFILL 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 STD. NO.
STANDARDS WATER MAIN PIPE BACKFILLING 600.21
EFFECTIVE DECEMBER 18, 2012 SHEET 1 OF 1
PfPING TO BE MEET NC
PLUMBING CODE TABLE
606.3(TYPICAL)
TO CUSTOMER
MINIMUM CONCRETE BLOCKING (C.Y.)"
OR LO.W.
RETARDANT ENCLOSURE
SIDEWALK 6" MIN: 1'-D"� //-FINISHED GRADE
(R-8.0 MINIMUM OR
x• x - I I (
DISCONNECT UNIONS)
A
EL- z_
as
z
z
W
°W°
VALVE BOX
wLU
�
°°
W
m
r
N
Zn
HW
t
INSTALLATIONS THAT EXCEED 20 FEET DEPTH SHALL BE DIP
SERARATE IRRIGATION
27" DIA. 17/8"
4
0.1
0,1
0.1
0.1
0.1
6
0.2
0.2
0.1
0.1
0.1
8
0.2
0.3
0.2
0.1
0.1
10
0.3
0.5
0.3
02
02
12
0.4
0.6
0.5
0.3
0.3
14
0.7
0.9
0.6
0.5
0.5
16
0.7
0.9
0.6
0.5
0.5
18
0.9
1.2
0.7
0.6
0.6
20
1.1
1.6
1.1
0,7
03
24
1.7
2.3
1.6
0.9
0.9
NDISTURBEU EARTH ' CONCRETE SHALL BE 3000 PSI
NOTE: WRAP FITTINGS IN 6 MIL PLASTIC BEFORE POURING CONCRETE
REACTION BLOCKING
STD. NO.
600.1 3
SHEET 1 OF 1
FINISHED GRADE / SUBGRADE
-----BACKFILL
3'MIN. INITIAL LIFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFFIC AREAS: 6" MAX. LIFTS
0
COMPACTION. 95% MAX. DRY DENSITY
. (STANDARD PROCTOR)
TRENCH WIDTH
DIA. IDE 8"
+
MIN: PIPE OUTSIDE U S EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
NOTES:
1.O STONES SHALL N 0 S L BE INCLUDED IN THE BACKFILL MATERIAL FOR AT LEAST 2 FEET
S EE ABOVE THE TOP OF THE PIPE.
2. PROVIDE RECESSES TO RECEIVE PIPE BELL.
3. UNDERCUT MATERIAL UNSUITABLE
AS DIRECTED BY THE ENGINEER AND BA KFILL 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 STD. NO.
STANDARDS WATER MAIN PIPE BACKFILLING 600.21
EFFECTIVE DECEMBER 18, 2012 SHEET 1 OF 1
PfPING TO BE MEET NC
PLUMBING CODE TABLE
606.3(TYPICAL)
TO CUSTOMER
ASSE 1060 CLASS 2 FREEZE
OR LO.W.
RETARDANT ENCLOSURE
SIDEWALK 6" MIN: 1'-D"� //-FINISHED GRADE
(R-8.0 MINIMUM OR
x• x - I I (
DISCONNECT UNIONS)
URB & GUTTER 18" IN
EDUCED PRESSURE
Z
BACKFLOW ASSEMBLY
OR BEND "e BEND
MINIMUM GRADE OF 114 PER FOOT
ASSE 1013
0000D000000D
'0000000-
0 0 ° o _ _ -
i
DDD I;.I_� j I-_
0°°D° (I=) I I-1 I I- I III I f -II I- J -I1 L I WYE
VALVE BOX
B 3) HEX HEAD 3/8"-24X1 3/8" LONG 53/8" 112„-► --
STAINLESS STEEL BOLTS WITH 3/4"
DEPTH:5 16 FEET - CLASS "A" BEDDING
2
PROVIDED AT TOP QUARTER OF THE MAIN * FILL PIPE TO SPRING LINE WITH NO. 57 OR 67 STONE
N
5` TOA EASEMENT
M,
t
INSTALLATIONS THAT EXCEED 20 FEET DEPTH SHALL BE DIP
SERARATE IRRIGATION
27" DIA. 17/8"
METER REQUIRED
NOTE:
1. REDUCED PRESSURE BACKFLOW ASSEMBLY ASSE
1013 SHALL MEET CURRENT TOWN OF APEX CROSS
CONNECTION ORDINANCE AND USC CODE.
2. INLET PIPE TO WATER METERE HALL
S B SAME SIZE
AS OUTLET PIPE BEHIND BACKFLOW PREVENTER.
3. THERE SHALL BE NO TAPS, BYPASS PIPING,
HYDRANTS, FIRE DEPT. CONNECTION POINTS OR
OTHER WATER -USING APPURTENANCES CONNECTED
TO THEPPLY
SU LINE E BETWEEN ANY WATER METER
AND ITS REQUIRED BACKFLOW PREVENTER.
4. EACH BACKFLOW PREVENTER CONNECTED TO TOWN
OF APEX WATER SUPPLY (CONTAINMENT) SHALL BE
TESTED BY AN APPROVED TESTER BEFORE PLACING
THE WATER SYSTEM IN SERVICE AND SHALL BE
TESTED ANNUALLY OR AS REQUESTED BY THE TOWN
OF APEX.
5. IRRIGATION BA KFL
O C OW PREVENTERS SHALL BE
INSTALLED OUTSIDE.
S
POTABLE WATER METER M & IRRIGATION SYSTEM RAIN SENSORS SHALL BE
INSTALLED AND SET TO X" OR LESS.
RM7 / PUE 7. ENCLOSURE SHALL HAVE THE FOLLOWING
24" MIN': INFORMATION MARKED:
A. NAME OF MANUFACTURER OR TRADE MARK
TYPE "K" COPPER B. MODEL NUMBER
SERVICE LINES C. DATE CODE OR SERIAL NUMBER
SIZED APPROPRIATELY D. CLASS DESIGNATION AND LOWEST TEMPERATURE
FOR COMBINED SERVICE " „ RANGE
O CE 1""• --DUCTILE IRON OR TYPE K
COPPER SERVICE LINES E. ASSE STANDARD #1060
F. MARKINGS SHALL BE 6 MM (XV) SIZE LETTER
HEIGHT AND CAST, ETCHED, STAMPED OR
POTABLE WATER MAIN ENGRAVED ON THE ENCLOSURE, OR ON A
CORROSION RESISTANT PLATE SECURELY
ATTACHED TO THE ENCLOSURE.
RESIDENTIAL
NOT TO SCALE
TOWN OF APEX SID. No:
STANDARDS SERVICE & IRRIGATION s LG ON CONNECTI N
O S .620.01
EFFECTIVE: DECEMBER 21, 201q SHEET 2 OF 2
CLASS A BEDDING CLASS B BEDDING
REQUIRED FOR DEPTHS:5 18 FEET REQUIRED FOR DEPTHS > 16 FEET
FINISHED GRADE / SUBGRADE FINISHED GRADE 1 SUBGRADE
ETALLIC LOCATOR TAPE
SHALL BE INSTALLED 18"
BELOW RA FINISHED S GRADE
FOR ALL PVC MAINS
N -T
3 MIP'. COVER - ON R AFFI C -
TRAFFIC
. +•BACKFILL 3' MIN. COVER - NON
4'MIN. COVER -TRAFFIC INITIAL LIFT: 12" MAX. 4' MIN. COVER - TRAFFIC
NON TRAFFIC AREAS: 12" MAX. LIFTS
" TRAFFIC AREAS: 6" MAX. LIFTS
COMPACTION: 95% MAX. DRY DENSITY
(STANDARD PROCTOR)
., 6„
6„Tj NO. 57 OR 67 STONE 6„
WIDTH TRENCH H
TRENCH WIDTH
MIN PIPE OUTSIDE DiA, +g' EACH SIDE MIN: PIPE OUTSIDE DIA. +8" EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
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
STD. NO:
STANDARDS s SANITARYWER
SE PIPE BEDDING &BACKFILLING 700.01
EFFECTIVE: JULY 21, 2015 SHEET 1 OF 1
PERMANENT
EASEMENT LIMIT
OR LO.W.
WATER TIGHT PLUG
SIDEWALK 6" MIN: 1'-D"� //-FINISHED GRADE
ROADWAY _I 11
x• x - I I (
xr; r ';a; .III_
URB & GUTTER 18" IN
TOWN OF APEX
STANDARDS
EFFECTIVE DECEMBER 18, 2012
M
4' IN
ZA
OR BEND "e BEND
MINIMUM GRADE OF 114 PER FOOT
WATER TIGHT PLUG
0000D000000D
'0000000-
0 0 ° o _ _ -
i
DDD I;.I_� j I-_
0°°D° (I=) I I-1 I I- I III I f -II I- J -I1 L I WYE
00.
- SEWER '000°t -
o _ -
11-57 STONE
_T oo LINE o'o° III OMPACTED SOIL 6" DEEP STONE BED
B 3) HEX HEAD 3/8"-24X1 3/8" LONG 53/8" 112„-► --
STAINLESS STEEL BOLTS WITH 3/4"
DEPTH:5 16 FEET - CLASS "A" BEDDING
•
N -LINE WYE FITTING OR APPROVED TAPPING SADDLE UNDERCUT TRENCH BOTTOM 61NGHES MINIMUM BELOW PIPE
PROVIDED AT TOP QUARTER OF THE MAIN * FILL PIPE TO SPRING LINE WITH NO. 57 OR 67 STONE
DEPTH i6 FEET - LA "B" BEDDING
IN-LINE WYE REQUIRED FOR ANI CLASS D G
EQ SANITARY SEWER SERVICES
INSTALLED WITH NEW CONSTRUCTION WHEN PARCEL * UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE
AND SERVICE LOCATIONS ARE KNOWN AND IDENTIFIED * FILL TO 6 INCHES ABOVE PIPE WITH NO, 57 OR 67 STONE
ON APPROVED PLANS
INSTALLATIONS THAT EXCEED 20 FEET DEPTH SHALL BE DIP
TOWN OF APEX
27" DIA. 17/8"
STD. NO.
700.02
STANDARDS
SANITARY SEWER TAP & SERVICE
EFFECTIVE. JULY 21, 2015
SHEET 1 OF 1
SOLVENT CEMENT SEAL
VC SADDLE
TAPPING SADDLE
&ADAPTER ARE SANITARY SEWER
REQUIRED LEANOUT PLUG
SEWER
AIN -
FLOW
DESIGN)
�
STAINLESS 1' PLAN I
P
PVC IPE 1
STEEL BANDS ---CLEANOUT ADAPTER
FtiNISHE HX FP OR SPG X FPT
T
E- GRADE
STD. Na.
EXTEND TO GRADE
P <
VC FOR DEPTM. 0 FEET
2 E
900 SADDLE ' ON TURN WYE
G
PV FOR DEPTH:5 1 FEET
C D 3 E
TAPPING SADDLE
&ADAPTER ARE 0900 FOR DEPTH > 13 FEET
REQUIRED SERVICE PIPE AS SPECIFIED
PLU
Ya BEND
SEWER
AIN
FLOW �
30 MIN GRADIENT
�" PER FT I
C900 PIPE STAINLESS
STEEL BANDS I ELEVATION
SCHEDULE 40 PVC OR C900 MOLDED
GASKETED FITTING INLINE WYE
45°
TOWN OF APEX
STANDARDS
STD. NO.
700.03
STANDARDS
SANITARY SEINER SERVICE CONNECTIONS
EFFECTIVE: JULY 21, 2015
SHEET 1 OF 1
FRAME SHALL BE SEALE
WITH' RUBBER "O" RING
AND BOLTED TO MANHOLE AST IRON RING &COVER
NOTES:.
1. FOR DEAD-END MANHOLES, GRADE RINGS
THE INVERT SHALL BE AS REQUIRED 22" AX.
EXTENDED THROUGH THE (2 COURSES MAX.) 24'" DIA
MANHOLE. MIN. HGT.= 3-112"
MILS. MAX. HGT.= 12"
2. ON THE INTERIOR OF THE
MANHOLE, ALL JOINTS CONE SECTION
16" P
BETWEEN SECTIONS SHALL BE HGT.= 3' OR 4'
PARGED WITH NON -SHRINK
GROUT
TONGUE & GROOVE T
O JOIN
3. N THE INTERIOR OF A L
OL WITH R BEER 'O'- RING
G
MANHOLES, ALL JOINTS OR RAM -NECK
BETWEEN SECTIONS SHALL BE
INTERMEDIATE
PARGED WITH PRECO-PLUG 4000 PSI CONCRETE
QUICK SETTING GROUT. SECTION (REINF.NOT SHOWN)
AS REQUIRED -
Q MIN. AS -0.121N /FT
4. ON THE EXTERIOR OF ALL HGT.= 16", 32", OR 48"
O O N NG AS
ANH LE OPENING MANHOLES,ALL JOINTS
WATERTIGHT JOINT ":-
BETWEEN SECTIONS SHALL BE PER PLANS (BY MANUFACTURER)
CONTINUOUSLY WRAPPED LOPE y" PER FOOT
WITH 12 WIDE WATERPROOF
BITUMINOUS TAPE, _ SHAPED INVERT
MONOLITH R _ :
O C LOWER-
CONCRETE R
O
BARREL &BASE MASONRY
....
5, SEWER MANHOLES WITHIN SLAB SECTION '. , ..:.:.: ,.. 4" MIN
1200 FEET OF FORCE MAIN VARIABLE HGT "
1-0
CONNECTION SHALL HAVE
INTERIOR EPDXY COATED. 8" NO. 57 STONE
I.D.
TOWN OF APEX
STD. NOo
700.04
00 04
STANDARDS
PRECAST MANHOLE
EFFECTIVE: JULY 21, 2015
SHEET 1 OF 3
BOLTED FRAME & SWING Ll
NOTES: SEE DETAIL 700.05 (2 OF 2)
ANHOLES >3' ABOVE GRADE
REQUIRE EXTERIOR STEPS
1. FOR DEAD-END MANHOLES, ............... ..
THE INVERT SHALL BE PROPOSED GRADE'
EXTENDED THROUGH THE 2-0 MIN
MANHOLE.
�} '. n
2. ON THE INTERIOR OF THE
MANHOLE, ALL JOINTS TONGUE &GROOVE JOINT
BETWEEN SECTIONS SHALL BE WITH RUBBER 'O'RING
PARGED WITH NON -SHRINK OR RAM -NECK
GROUT.
3. ON THE INTERIOR F ALL
O L 400 PSI ON
0 S CONCRETE
MANHOLES, ALL JOINTS (REINFORCEMENT NOT SHOWN)
BETWEEN SECTIONS SHALL BE - 2
MIN AS -0.121 /
IN INTERMEDIATETI
SEC ON
PARGED WITH PR P -
G TH E O- LUG
C
A REQUIRED
QUICK SET PIN GROUT. S QU RED
Q G
HEIGHT= 16" 32" OR 48" WATERTIGHT
JOINT --MANHOLE OPENINGS AS
4. ON THE EXTERIOR OF ALL "'' "'
PER PLANS (BY MANUFACTURER)
MANHOLES, ALL JOINTS --
BETWEEN SECTIONS SHALL BE
CONTINUOUSLY WRAPPED SLOPE "PER FOOT
WITH 12" WIDE WATERPROOF
} : SHAPED INVERT
BITUMINOUS TAPE. MONOLITHIC LOWER
CONCRETE OR MASONRY
BARREL & BASE :
5. SEWER MANHOLES WITHIN SLAB SECTION 4 MIN
1200 FEET OF FORCE MAIN VARIABLE HEIGHT 1'-0"
CONNECTION SHALL HAVE '. .'... 8'a N0.57 STONE
INTERIOR EPDXY COATED.
TOWN' OF APEX
STD. NO.
70Q 04
STANDARDS
PRECAST MANHOLE (OUTFALLS)
EFFECTIVE: DECEMBER 18, 2012
SHEET 2 OF 3I
NOTES:
1, FOR DEAD-END MANHOLES, FACTORY CAST IN PLACE PIPE 4" HOT DIPPED GALV PIPE
THE INVERT SHALL BE FLANGE 12" ABOVE MH TOP
EXTENDED THROUGH THE FACTORY CAST IN PLACE WATERTIGHT STANDARD TYPICAL VENT
MANHOLE.
2. ON THE INTERIOR OF THE FRAME & COVER, SEE DETAIL 7.05, SEE
VENT OPENING TO BE
PLANS FOR TOP ELEVATION
MANHOLE, ALL JOINTS 2' MIN ABOVE 100 YEAR
BETWEEN SECTIONS SHALL SWING LID---,__+ FLOOD ELEVATION
BE PARGED WITH PROPOSED GRADE- (OPENING TO BE SCREENED)
NON -SHRINK GROUT.44
3. ON THE INTERIOR OF ALL FRvg
OUTFALL MANHOLES, ALL } -t
JOINTS BETWEEN 1'-4"TYP.
MIN
TZ
SECTIONS SHALL BE
�
PARGED WITH PRECO-PLUG HYFE TONGUE &GROVE JOINT
SETTING T. WITH RUBBER 'O' RtN G
QUICKS G GROU
4. ON THE EXTERIOR OF ALL 2' MIN OR RAM -NECK
MANHOLES, ALL JOINTS HYFE `•
BETWEEN SECTIONS SHALL
BE CONTINUOUSLY VENT DETAIL
WRAPPED WITH 12" WIDE 4000 PSI CONCRETE
WATERPROOF BITUMINOUS 4'-0" to 6-0" I.D. (KEINE NOT SHOWN)
TAPE MIN AS=0.12
5, SEWER MANHOLES WITHIN INTERMEDIATE SECTION
WATERTIGHT
AS REQUIRED
1200 FEET F FORCE ' MAIN
E OHEIGHT= 15", 32", OR 48" JOINT ANHOLE OPENING AS
O
CONNECTION SHALL HAVE PER PLANS
INTERIOR EPDXY COATED.
(BY MANUFACTURER)
FLANGE :LOPE T" PER FOOT
........... +
MONOLITHIC LOWER SHAPED INVERT
BARREL &'BASE - CONCRETE OR MASONRY
SLAB SECTION 4 MIN
VARIABLE HEIGHT I-1'-0"
.,,-GASKET
8" NO. 57 STONE
STAINLES a _
MEMEEEEEE�
STEEL BOLTS
TOWN OF APEX
STD. NO,
STANDARDS
PRECAST MANHOLE
700.04
EFFECTIVE: DECEMBER 21, 2010
SHEET 3 OF 3
AME OF MANUFACTURER BOTTOM VIEW
J" LETTERING
pLRMIT R RECESSED
ypa �Fa " LETTERING
RECESSED •
O O
c�LP 2) OPEN
t� 2jTA IICKHOLES
'YF�y O
SP 2) ?•, DIA.
AGE OQ
VENT HOLES
1" LETTERING
RECESSED
�R fQG�P NAME OF
�' �i F� MANUFACTOREF2
COVERETI N
S C O FRAME SECTION
25 1/16" DIA:
w 47 1 „
- 23 l2 DIA: 2311/16" IA. 1"
�. Q D
R 1 1I
c0
'SPAM' 40
1 7 112„ {
21" DIA. I--21 13116" DIA. -
2 3/4
°PERMIT RFG25 15116" DIA --- �"
�G Gy 11116" (
33114" DIA.-
711(1 .
THE FOLLOWING MANHOLE COVERS SHALL HAVE VENT HOLES.
* SANITARY SEWER
�.
STORM SEWER .WT
1L FRAME 150 LB
T A r � � THE FOLLOWING MANHOLE COVERS SHALL NOT HAVE. VENT HOLES. COVER 130 LBS
* WATER VALVES TOTAL 280 LBS
SPACE 00 • WATER AIR -RELEASE VALVES
* FORCEMAIN AIR -RELEASE VALVES
TOWN OF APEX
STANDARDS
EFFECTIVE DECEMBER 18, 2012
M
MANHOLE L
o ERIRI G&CovER
(PAVED AREAS.
STD. NO.
700.05
SHEET 1 OF 2
314" RAISED LETTERING
(RECESSED FLUSH)
B 3) HEX HEAD 3/8"-24X1 3/8" LONG 53/8" 112„-► --
STAINLESS STEEL BOLTS WITH 3/4"
WASHERS & NUTS
(4) 1" DIA. HANDLING HOLES 2„ -i
ON A 29 314" DIA. B_C. T
AST -IN
STAINLESS
* STEEL ROD 11
A A
Af
3/4" RAISED LETTERING
S (RECESSED FLUSH)
-F
MIN. AVG, WT.
B COVER SECTION B -B FRAME SECTION B -B
FRAME 85 LBS
COVER 65 LBS ST -IN GROOVE
27" DIA. FOR1/ "DIA.
4
TOTAL 150 LBS 25 318" DIA. NEOPRENE
1., GASKET
27" DIA. 17/8"
ll
112" 3/4"
1/2"„
251/4 DIA
2 28" DIA.
_ 32" DIA.
COVER SECTION A -A FRAME SECTION A -A
TOWN OF APEX
MANHOLE RING & ROTATING COVER FOR
STD. NO.
700.05
STANDARDS
EFFECTIVE. NOVEMBER 20, 2007
WATERTIGHT MANHOLE N' -
S ( ON TRAFFIC ONLY
` )
SHEET 2 OF 2
ti e:
a QEaMrr q f ;' •4 ' STONE BASESTANDARD MANHOLE ASPHALT SURFACE
•♦ 0
G
r
s 9 t ♦ RING & d
G COVER
. �• +na Fo '
♦
1 � •e .
'
A .
RY a.
t. ... Ze. moi..... r• ° t� ::
-
CE - I If Iff -fI
a - v
t - 7
I
..:, ASPHALT BASE STANDARD MANHOLE CONE
P• ' (DEPTH PER
a
..' PAVEMENT
DESIGN)
PLAN
SECTION
FOR MANHOLES LOCATED WITHIN PAVED AREAS ONLY
TOWN OF APEX.
STD. Na.
700.06
STANDARDS
MANHOLE RING & COVER ENCASEMENT
EFFECTIVE: JANUARY 22, 2014
SHEET 1 OF 2
ON -SHRINK GROUT ENCASEMENT
t�RM 17 NON -SHRINK GROUT ENCASEMENT
P ly
4 1873 rl
U.
�'- STANDARD MANHOLE F,
Y"
c� G & COVER
N RING V
l S 4 %6"
r 4r (4) ) i'
q IiY ( 0 GALV. BOLTS
ACE 00 STANDARD MANHOLE CONE
STO MANHOLE
RING & COVER
PLAN SECTION
FOR MANHOLES LOCATED OUTSIDE OF THE PAVEMENT ONLY
TOWN OF APEX
STD. Na.
700.06
STANDARDS
MANHOLE RING & COVER ENCASEMENT
EFFECTIVE NOVEMBER 20, 2007
SHEET 2 OF 2
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the cera iica 'ons sinned on the
cover sheet of these construction plans.
w f
CM - En i ering
Date
Public Works -Env. Programs
Date
CM -Transportation
Date
Planning
Date
-
CM - Building Inspections
Date
-
Planning -Transportation
Date
•7
/
�a
5L?
ublic Works - Water Sewer
/
Date
Fire
Date
Public Works - Electric
Date
vx
Parks, Recreation & Cultural Res.
Date
Aj
Public Works -S & E
Date
i
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
01 /15/16 Per Town of Apex
1 st review
02/10/16 Per Towno f Apex
e
2n d review
DEVELOPER.:
Milestone Developments,�..
LC
142 TOW rvie
I W Court
j
Ca�` C 27513
'7
41
(91 9) 744 29
Project
Jordan Manors
Details
Late
December 1' , 2015
Scale
As Shown
Sly eet

5TAINLE§§ §TEEL g6BLE
TA
ABLE
FASTENE
-PLUG CORROSION RESISTANT
FASTENERS WING NUT PLUG IDENTIFICATION TAG
0�
NOTES:
1 . PLUG SHALL BE INSTALLED ON THE DOWNSTREAM OUTLET.
2. PLUG SHALL BE SECURED TO A MINIMUM OF 2 MANHOLE STEPS BY
STAINLESS STEEL CABLE WITH CORROSION -RESISTANT FASTENERS.
3. PLUG ASSEMBLY SHALL BE TAGGED WITH CONTRACTOR's NAME &
CONTACT NUMBER ON A CORROSION -RESISTANT PLATE.
4. PLUGGED MANHOLE SHALL BE MAINTAINED CONTINUALLYTO ALLOW
ACCESS TO THE PLUG.
TOWN OF APEX STD, NO.
STANDARDS SANITARY SEWER PLUG INSTALLATION 700.16
EFFECTIVE: DECEMBER 21, 2010 SHEET 1 OF I
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 PEN END
BE INSTALLED WITHIN 3" OF
PEN END
MANHOLE WALL. NON
PEN E
NON SHRINK GROUTN SHRINK
'OUT N TEE 4. SERVICE LINE MAY NOT GROUT TEE
ENTER MANHOLE THROUGH
CONE SECTION OR ANY JOINT.
i L
SERVICE LINE 5. STAINLESS STEEL STRAPPING
SHALL BE I" WIDE BY 1/9'
THICK AND ATTACHED TO THE
MANHOLE WALL WITH
MASONRY ANCHORS.
OWNSPOUT
MANHOLE WALL-,\
---DOWNSPOUT MANHOLE WALL--'
�.k
MAIN LIN STAINLESS- 'BEND
STEEL STRAPS
90DEGREE SEND- AT &OC MAX
T INVERT
POSITIVE GRADE TO DRAIN"/'O' \MANHOLE BOTTOM
MANHOLE BOTTOM--'
TOWN OF APEX STD. NO.
STANDARDS DROP MANHOLE FOR SEWER SERVICE 700.08
EFFECTIVE: DECEMBER 21, 2010 SHEET 1 OF 1
1/2 EASEMENT WIDT R
V, WATER TIGHT PLUG _JiPROVND LINE
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 APPROX. SEWIER
TOP OF WYE. TRENCH LINE
2. SERVICE SADDLES SHALL BE A ROMAC
INDUSTRIES STYLE �CIT OR EQUAL.
��RIVATE SEWER TAP -DEPTH
TO SUIT LOT TOPOGRAPHY
'--SCH 40 PVC
DEPTH:5 16 FEET - CLASS "A' BEDDING
• UNDERCUT TRENCH BOTTOM 6 INCHES
MINIMUM BELOW PIPE I I -MATERIAL TRANSITION
• FILL PIPE TO SPRING LINE WITH NO, 570R BEND
67STONE W PER F 11
MINIMUM GRADE Of 114* PER F WATER TIGHT PLUG
DEPTH > 16 FEET - CLASS"B" BEDDING C900 DR 18 4".
• UNDERCUT TRENCH BOTTOM 6 INCHES OR J BEND WYE
MINIMUM BELOW PIPE N -LINE WYE FITTING OR APPROVED TAPPING SADDLE PROVIDED AT
• FILLT06INCHESABOVEPIPEWITHNO.57 TOP QUARTER OF THE MAIN
OR 67 STONE 01P SEWER 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
TOWN OF APEX 4" SANITARY SEWER TAP & SERVICE FOR STD.NO.
STANDARDS 700.10
EFFECTIVE: JULY 21,2015 SEWER MAINS OVER 13'DEEP 3HEET I OF 1
63:�� STRAP SPACING:----' '_--2-2` GALV. STEEL 90- ELBOWS
ISUG I EVERY T& MINIMUM OF 2 REQUIRED Xr GALV. STEEL STRAP
SICREENJ _�Z'GALV. STEEL PIPE
VENT -VARIABLE
SEE PLANS
VARIIkBLE
-7\
FLOW 31 -el MI
V_
er 0 ENCASEMEN
4"X 4" TREATED TIMBER L
PLAN
L :T
NOTES: ELEVATION
1. LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. WATERTIGHT RING AND COVER VENT TOP TO BE ABOVE 100 YEAR FLOOD PLAIN ELEVATION.
TOWN OF APEX STD. NO.
STANDARDS MANHOLEVENT 1700.13
- EET
EFFECTIVE: DECEMBER 3,2002 rSH 1 OF 1
ai IW
ROAD Z
.. I . : 1. - - - _J
0
*> 40,0100", R
DEPTHOI
H T
1� T
LJ a.
NSTALL MECHANICAL SPIDERS @ PIPE 7-71 lu-517-:71117 17 SSING PIPE
GRO CENTER LINE & WITHIN 3'OF ANY JOINT (WATER OR SEWER)
TO SEAL HIGH SIDE �11ARRIER PIPE (CASING)
UT AND BI OCKV
OF CARRIER PIPE
WATER
WALL
DIAMETER (IN.)
THICKNESS
16-24 36
0,250
PIPE CASING
0.312
6-8 Is
0.150
10-12 24
0.188
16-18 36
0.250
1 20-24 1 42
0.312
1 30-36 1 48
0.432
SEWER
DIAMETER (IN.)
PIPE CASING
WALL
THICKNESS
4-12 24
0.188
16-24 36
0,250
30 42
0.312
36 48
0375
42 54
0A32
48 60
Suw�wftfaxceA
i&*-qvv fas 0
NOTES:
1 ' CASING SHALL BE UNCOATED SPIRALWELDED STEEL MEETING ASTMA-139, GRADE B WITH A YIELD STRENGTH OF 35,000 PSI.
2- CROSSINGS ON NCDOT MAINTAINED ROADS TO BE IN ACCORDANCE VVITH CURRENT NCDOT STANDARDS AND APPROVED
ENCROACHMENTAGREEMENT
3. RESTRAINED JOINT PIPE ONLY. MEGE-LUGS ARE NOT PERMITTED.
4. SPIDER SUPPORTS SHALL BE MANUFACTURED BY ADVANCE PRODUCTS & SYSTEMS, INC, PIPELINE SEAL AND INSULATOR
LTD, OR BWM COMPANY.
TOWN OF APEX STD. NO,
STANDARDS BORE & JACK DETAIL 600.18
EFFECTIVE: DECEMBER 18,2012 3HEET I OF 1
ANTI -SEEP
VWr
COLLAR
arm=
fkatifited
Volume
PmvWed
Volume
L.Li
18"
MIN.
DIP SEWER
2-25"
3:
bi
COLLAR
Suw�wftfaxceA
i&*-qvv fas 0
_0 I
ISuribmArml
Pt" (So
Cn
I Spillimy
Length (Ft)
PIPE1
2
12"
0,30
1037
0,D.
C 0 L L A R
1 6050
skirryniv
12"
MIN.
I Pm_vWed_�
Vatum
�Idi* Lengffi
110 1 55
0-
VMr
Len
-to
Skimmer I Skimmer
00 offfice
25" 2.25"
AOWired
Volume
1,51.92
10
2"
9 6 " M I N.
17460
7.32
TRENCH
I C
TRENCH
6" MIN.
WIDTH
000 1 .40 6" MIN.
6" MIN.1
owl
1.WIDTH..1 6" MIN.
I- I
# A ma (A c)
PLAN
1.10
RWd (So
SECTION
A. Anti -seep Collars: Provide anti -seep collars to prevent groundwater flow along pipe in wetlands as indicated on the
Drawings. Use select clay material for collars. Collars shall extend past trench walls and bear against undisturbed
soils. Dimension of collars shall be as indicated on the Drawings. Do not place stone in area of anti -seep collars.
B. Clay Collar: Provide clay of medium to high plasticity with a soil classification of CL or CH and a permeability of 10-5
cm / second. Place clay in 6 -inch lifts and compact by use of a mechanical hydraulic tamper to 95 percent.
ORANGE, UV RESISTANT,
HIGH TENSILE STI�E*,TH
POLY BARRICADE FARPIC
• WARNING SIGNS TO RE MADE OF DURABLE WATERPROOF MATERIAL.
• ALL LETTERS TO BE AT LEAST 3 -INCHES HI&H, CLEARLY LEGIBLE AND SPACED AS
INDICATED ABOVE.
• SIGNS TO BE PLACED AT EACH END OF LINEAR PROTECTION AREA AND 200 -FEET
ON CENTER (MAX.) THEAEAMR. FOR PROTECTION AREAS LESS THAN 200-FEeT IN
PERIMETER, PROVIDE NO LESS THAN ONE SION PER PROTECTION AREA AND/OR
SIDE.
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. FABRIC MUST BE AT-
TACHED TO APPROVED P05TS ONLY. 00 NOT ATTACH TO TREES.
• MAINTAIN PROTECTION FENCE THROUGHOUT DURATION OF PROTECT- FENCING
MUST REMAIN UPRIGHT AND SLACK FREE.
• ADDITIONAL SIGNS AND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE
PLANNINO DEPARTMENT BASED UPON ACTUAL FIELD CONDITIONS,
• FAILING TO MAINTAIN PROTECTION MEASURES MAY RESULT IN CIVIL
PENALTIES AND/OR PERMIT REVOCATION.
P E�)(
CA
PROTECTION FENCE
N.T,S.
Jordan Manors
Drawdown Calculation
Date: 11/09/15
Revised:
BMP #2 Drawdown Time
water quality volume44 94ftA3/sec 1 minute * 1 hour 1 day
discharge from 1.5" orifice44 0. 06 ftA 3/sec 60seconds 60 minutes 24 hours 2.21 d
BMP #3 DrawdownTime
water qual Ity Vol ume 4 4 ftA3/sec I minute * 1 hour 1 day
discharge from 2.5" orifice->-> ftA3/sec 60 seconds 60 minutes 24 hours 2.30 days
Jordan Manors I I/ IW2015
Apex, NC mv.
erosion L�qnuvt nasyn luesgnea ror emmm
I
Basin I Draftwe C I Q25 lSunaceAmal D1*en;sbns(FtxFt) ISMUMAreal
# A ma (A C-) RWd (SO W L Pfvu (So
1 1 4.47 1 0,39 1 109,11 1 4784 1 Ito 1 60 1 6600 skiffm
Dim6psions
VWr
Skimmer
gamerar
Skimmer
orffice
fkatifited
Volume
PmvWed
Volume
Wid" Lengffi F_�* LenglIh
Ito 60 1 350
to
2 5"
2-25"
16"2
23100
SPHIVAW
,eWth (FI)
to
Basin
#
Drainage
A mma JA a)
G
S Area
I&" (So
Dimensionsft z Ft)
W L
S urtace A rea
Pf" 11st)
Type
Spult"y
Length (Fr)
4
Basin
#
Drainage
Area (A c-)
C
Q25
Suw�wftfaxceA
i&*-qvv fas 0
Dunensbn8(FLxF9)
W L
ISuribmArml
Pt" (So
Basin
Type
I Spillimy
Length (Ft)
I
2
4.22 1
0,30
1037
4517
110 ]::-55
1 6050
skirryniv
1 10
I J*wttW
Volume
I Pm_vWed_�
Vatum
�Idi* Lengffi
110 1 55
Dw9b
250
VMr
Len
-to
Skimmer I Skimmer
00 offfice
25" 2.25"
AOWired
Volume
1,51.92
10
2"
2"
17460
7.32
Basin Drainage
I C
Q25
S urlace A me
Dirn ensions (FE z FQ
Surface Area
Basin
SWI -1-M
# A ma (A c)
4.06
1.10
RWd (So
W
1 T22
Pf" 1150
Basin
9
I "nage I
A ma (A c.)
C 1
025
]SurfteAmal
1*QV (so
Dimensidns (Fit ir FL)
W L
SurfaceArea
AvV (3t)
Basin
bq!e
spill"y
L
sionm
3
1 6.31 1
0.30 1
15W
6753
f3o 65
8M
skimmer
10
CB 54
305-02
15
35.00
RCP
1.71
1�59
1.59
0.31
1 7.22
3�56
Dimensions
299�60
WWr
Skimmer
Diamew
Skimmer
Orifice
ftauJired
volume
I Pmv&ed
volume
24
Wift Lengtti Owth LeaqM
130 65 a 50 10
2 5"
2 5" 22716 29575
0.93
0-45
7.22
15-34
3-02
266.20
Ws 6o
Di 61
T 255.00
Basin
#
Drainage
A mma JA a)
G
S Area
I&" (So
Dimensionsft z Ft)
W L
S urtace A rea
Pf" 11st)
Type
Spult"y
Length (Fr)
4
4.85
1 0.30 11.92
5191 1
120 1 60
7200
Fwser
fo-J
Basin
#
Drsinage I C
Area (Ac)
I Q25
JSuffaceAma
RDQV (SO
DimensiDns (Ft. x FQ suriawA
W L PrvII(Str7al
smllwyl
BTy"pen IL_ewffi(Ft)1
5
12.19 1 0.30
1 29.95
f I3W
IW 1 90 16200
1 FWwr I
Dept
Lengffi
Diameter
Orifice
volume
4T25
RCP
lao
1 90 1
350
10
Dimensions
Width engM
DwM
I Mftr
Lengili
I Skimmer I
Diameter
Skimmer
Orifice
I J*wttW
Volume
I Pm_vWed_�
Vatum
301.55
18
f 20
60
350
10
2"
2"
17460
7.32
Basin Drainage
I C
Q25
S urlace A me
Dirn ensions (FE z FQ
Surface Area
Basin
SWI -1-M
# A ma (A c)
4.06
1.10
RWd (So
W
1 T22
Pf" 1150
Type
I Lengd)
6 4-38
1 0,30
1076
46M
i2o 1
55
6600
sionm
to
O� 30
0.45
7,22
4-53
0.97
296.25
299.40
CB 53
CB 54
305-02
15
35.00
RCP
1.71
1�59
1.59
0.31
Basin
#
Drsinage I C
Area (Ac)
I Q25
JSuffaceAma
RDQV (SO
DimensiDns (Ft. x FQ suriawA
W L PrvII(Str7al
smllwyl
BTy"pen IL_ewffi(Ft)1
5
12.19 1 0.30
1 29.95
f I3W
IW 1 90 16200
1 FWwr I
Dimensions
Wift I Lenam DWIh
1
Dimensions
I Skimmer
aameter
I VWr I
Skimmer
Skimmer
ft-quimd
PWv_vJd_e_d�
34
2.25"
Width
��
Dept
Lengffi
Diameter
Orifice
volume
4T25
RCP
lao
1 90 1
350
10
4"
3.2.5"
43684
294.00
294,35
CB 50a
CB 51
301.55
18
77.81
RCP
1.61
3.36
0,37
0. 45
T 22
7.32
Basin Drainage
I C
Q25
S urlace A me
Dirn ensions (FE z FQ
Surface Area
Basin
SWI -1-M
# A ma (A c)
4.06
1.10
RWd (So
W
1 T22
Pf" 1150
Type
I Lengd)
6 4-38
1 0,30
1076
46M
i2o 1
55
6600
sionm
to
Dimensions
Wift I Lenam DWIh
1
War
Lengffi
I Skimmer
aameter
I Skimmer
oriffee
AIRWINd
Volume
I 1`11001deed
Volume
1
120 1 55 350
10
34
2.25"
15768
23100
Skimmer Basin #1 Skimmer Basin #2 Skimmer Basin #3 Riser Basin #4 RiserBasin #6 Skimmer Basin #6
Okay
001sturbect Area (Acres) Disturbed Area (Acres) Disturbed Area (Acres) Disturbed Area (Acres)
Ogg
Disturbed Area (Acres) Disturbed Area (ACTft)
Peak Flow from 25 -year S torin (c Is)
Peak Flow from 25 -year Storm Peak Flow ftom 2&year Storm (tis) Peak Flow from 25 -year Storm (c1s) Peak Flow frorn 25 -year Storm Peak Flow from 25 -year Storm (cfs)
III, I I I (01s)
1 01
NQ
�m Required
_W�RIE*radVolumefO Volume #3
16DW- Required Volume It' 16192 Required Volume fV 2V,% Required Volume le 1:"ut voiume t,
�0* red
Required Surtme Area #1 4617 Required Surface Area ft2 2 #2
67% Requi red Surface Area I Required Surface Area Required Surlace Area if Required Surface Area A,
A Suggested Width A
Suggested Width It `4
4WO Suggested Width t .47.5 Suggested Width It IWA Suggested Width ft 51A Suggested Width I
Suggested Length 111 95,0 Suggested Length ft 11&2 Suggested Length I Suggested Length It Suggested Length ft -*,0 Suggested Length III
Q.
2
Trial Top Width at Spillway Invert It Trial Top Width at Spillway Invert A Thai Top Width 9 Spillway Imert ft TOM Top Width at Spillway Invert A Trial Top Width at Spillway Invert A Trial TopW klth at Spillway Invert 11
Trial Top Length at Spit [way Invert A T" Top Length at Spit [way Invert It Trial Top Length at Spillway Invert ft - __ - -, __ gth at Spillway IrIved ft -1 10, Wigin at Spillway Invert A Trial Top Length cl Spillway Invert A
TU Side Slope Ratio Z: I Trial Side Slope RatloZA Trial S ide Slope Ratio Z 1 TOM Side Slope Ratio Z 1 Trial Side Slope Ratio Z: I Tlial Side Slope Ratio ZA
Trial Depthit Trial Depth 4 TOM Depth It Trial Depth A Trial Depth 4 TOM Depth A
Bottom
Bottom Width It
Bottom Width R Bottom Width It '10 Bottom Width It Bottom Width R
UP r Width It
- Bottom Length It Bottom Length It
ft 34, Bottom Length It 44 oottorn Length ft
Bottorn Length
14, Bottom Length 4
Bottom Area if
It2
'10t. Boltom Area $0�1% Bottom Area #2 Bottom Area ft2 ',,'--Bottom Arealt'
Bottom Area IF
A3 4
QkW Ui-Actual Volume t3 11 Actual Vol
Actual Volume ft3 Actual Volume Oka 2M Actual Volume lt, �4% 10
ty, umeft3 Actual Volume 113
ft2
Actual Surtice Area if Actual SurtmeArea ft?
W, Ok
Actual Surface Area fl? 011l": 6DW Actual Surface Area IF U'- W, Actual S tirface, Area
Actual Surface Area It' aim"'
Trial Weir Length It Trial Weir Length It 1�j #'Trial Weir Length ft Trial Weir Length It Trial Weir Length t Trial Weir Length R
lip, N
V_
�4o � 'Trial Depth of Flow ft TOM Depth of Flow Ill TOM Depth of Flow It Trial Depth or Row It Trial Depth of Flow It
Trial Depth of Flow It
'Spillway Capacity cfs
ii.7 Spillway Capacity cfS Okay 10.6 Spillway Capacity c Is WA Spillway Capacity cfs
Okay Spillway Capacity ct
�,V_Al
�A 4Z Spillway Capacity cfs
3k, y
Skimin
Skimmer Size (I riches)
Skimmer Size (Inches) hes er Size Qnc hes) Skimmer Size (inches)
Skimmer Size (inches) Imm
NOW" Sk er Size (Inc
0.- Head on Skimmer Met) 0 Z* Head on Skimmer (W) 11-208 Head on Skimmer Head on Skimmer
Head on Skimmer (W)
Head on Skimmer (W)
Ortfice Size (1/4 Inc h incremerts)
Cliffice Size (1/4 fix h increments) '10rtke Size (1/4 inch Increments) 0011ce Size (1/4 Inch inc remen1s) "O'"�OffficeSi2,e(1/4!rxhincemrts)
1, -'Orifice Size (114 inch Incremeryts)
ILI" mom
DaNatering Time (days)
03 Dewadering Tim (days) Dewatering Time (days)
148, Dewatering Time (days) Dewaterl ng Mine (days) Dewatering Time (days)
Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days
Jordan Manors Date.- 11/16/2015
Apex, North Carolina Revised 02110/2016
New Hill Clive Chapel Road Storm
Storm Chart (10 Year Ev
SF-ATING ARF7A
L_f7 L -r-1 CONCRETE IF -11 -AID
DOWNSTPEAM
STRUCTURE
UPSTREAM
STRUCTURE
TOP ELEV.
UPSTREAM
STRUCIVRE
DIA.
PIPE SEGMENT DA TA
LTH PIPE
Lff) TYPE
S%
AREA fac)
TOTAL
UPSTREAM
AREA (ac)
WD
C
I
(INMR)
Q(TOT�i
EFJS
Q(IND)
(CFS)
INVERT INVERT
DOWNSTRM UPSTRM
STRUCTURE STRUCTURE
FES 50
CB 50a
298.10
18
4T25
RCP
0� 74
3.41
o05
0.45
T22
7-49
0� 16
294.00
294,35
CB 50a
CB 51
301.55
18
77.81
RCP
1.61
3.36
0,37
0. 45
T 22
7.32
1.20
294.55
295.80
CB 51
DI 52
308-00
18
147.90
RCP
4.06
1.10
1.10
0.20
1 T22
1,59
1.59
296,00
302.00
CB 51
CB 53
305.02
15
58.45
RCP
5.39
1.89
O� 30
0.45
7,22
4-53
0.97
296.25
299.40
CB 53
CB 54
305-02
15
35.00
RCP
1.71
1�59
1.59
0.31
1 7.22
3�56
3.56
299�60
300.20
265.30
CB 203
CB 204
272-69
24
27.00
RCP
Note: VelocoDissipation design per NCD0Trnethod_
Velocity adjusted for less than ful ftow in pipe-
GeoteAle, underliner to be placed under rip -rap dissipation pad (with #57 stone) -
4.72
0.93
0-45
7.22
15-34
3-02
266.20
Ws 6o
Di 61
T 255.00
18
1 10� 00
RCP
0�50
3.46
3.46 1
0.31
1 7.22
7.74
7.74
1 252.00
252.55
271.00
C8 204
C8 206
275.21
24
180.00
RCP
1.00
3.39
0.04
0.45
7.22
11.01
0-13
266.70
FES 70
CS 709
261.30
18
29.65
RCP
0.34
118
0.15
0.45
7.22
6,85
0.49
257.45
257.55
CB 70a
CB 71
264.90
18
106-29
RCP
1.46
3,03
0.18
0.45
7.22
6.37
0,58
25T 75
259.30
CB 71
DI 72
270.00
18
144.56
RCP
3.11
1.30
f. 30
0.20
7,22
1.66
1.86
259.50
264.00
CB 71
C8 73
26660
15
59.72
RCP
2�01
1-55
0.43
045
7.22
3-90
1.40
259.80
261.00
CB 73
CB 74
1 266-60
15
21.00
RCP
2.22
1� 12
1� 12 1
0,31
1 7� 22
2.51
2.51
1 261.20
261.80
27180
C8 211
C8 212
279-31
15
27.00
RCP
1.48
0.54
0.54
0.45
7.22
1� 75
1.75
274.10
FES 80
08 809
295.50
18
45.13
RCP
1,66
1.45
0,34
0.35
7.22
3.35
0.86
291.00
291.75
CB 808
CB 61
302-60
18
18643
RCP
2.41
1JI
OJI
045
7-22
2,49
0,36
291.95
296.45
CB at
DI 62
36T00
f6
143.65
RCP
.72
0.30
0,30
0.20
7.22
0,43
0.43
296.B5
302.00
CB 81
CB 83
1 304.07
15
59,12
RCP
2.62
0-70
0-13
0,45
7.22 1
1.70
042
296.95
298-50
CB 83
CB 84
1 304-07
15
27.00
RCP
2�04
0.57
0, 57 1
0.31
7.22 1
1
1�26
1,28
298.70
299.25
FES 300
CB IS CATCH BAS01V Y! IS YARD INLE T, FES IS FLARED END SECTION - AfCDOT S TD, 3 10. 01;
H141 t S HEAD WA LL - NCDO r STD. &M� 11; DIP IS D UC TILE IRO, N P[FE�
HDFE TO BE SMOO TH INTERIOR ADS N- 12 OR EQUAL
ELEVATION GiVEN IS FOR INVERT OF HWA14D FES, TOP OF CASTING FOR Y1, Tap OF CURB FOR C6,
Double Catch Basin
standard frame and grate
261.00
Notes:
CB's 53,54,73,74, R & 8 4 am to be per Town of Apex Std 500.04 or 500.05
The remainde r of Structures shmn in this chart are to be built p er NCDO Ts std
Jordan Manors
Vefocity Diss4Dator Calculatbris;
PIPE EXANIE11M SLOPE MANNNGS
NLMMBER n
(inches)
Q
(afs)
V
(f0s)
Date: 11/19/2015
Revised: 1/712016
< PROTECTION=-->
ZONE Length ANnimum Mp4bp R04bp
Wift Ty Pe 'Thickness
(ft) 04 (inches)
FES 200
36 U6 0.013
22.48
&9
2
18
9
Oass B
18
FES 300
48 0.66 0-013
67.25
9.6
3
30
15
Class 1
24
FES 360
24 0.88 0-013
11.99
7.0
2
16
8
aass B
18
FES 90
24 3.60 0.013
18-13
13A
2
18
8
Class 1
18
FES 93 QN)
24 1.89 0.013
18.13
10-3
2
20
10
aass B
18
FES 323
16 0.73 0,013
3-93
4.9
1
1 12
6
ClassA
18
263.80
C8 201
CB 202s
271.08
15
27-00
RICP
2-59
1-53
FES 2000 (BMP 2)
10 1-67 0-013
20,83
11.8
2
12
6
Qass B
18
FES 3000 (BMP 3)
18 0.42 0-013
23-051
13.1
3
16
8
Class 1
24
16-44
1� 10
264.30
265.30
CB 203
CB 204
272-69
24
27.00
RCP
Note: VelocoDissipation design per NCD0Trnethod_
Velocity adjusted for less than ful ftow in pipe-
GeoteAle, underliner to be placed under rip -rap dissipation pad (with #57 stone) -
4.72
Jordan Manors
Apex, Abith Camline
SLorm Chart (10 Year Even
Date.- 11 / 19/2015
Revised., 1/7/2016
DOWNSTREAM
STRUCTURE
UPSTREAM
STRUCTURE
TOP ELEV.
UPSTREAM
STRUCTURE
DIA�
(in)
PIPE SEGMENT DATA
L TH PIPE
(TV TYPE
S%
AREA (ac
I])
TOTAL
UPSTREAM
AREA (ac)
IND
C
(IAIIHR)
Q(TO7)
(CFS)
Q(IND)
(CFS)
1iiV­ERT
DOWNSTF&
STRUCTURE
INVERT
UPSTRM'
STRUCTURE
yzl�-gr
C M - Tra nsporta tion
Date
Planning
Date
("� ( A
-AA
CM - Building Inspections
Date
Planning -Transportation
Date
BMP2
Public Works - Water/Sewer
Date
Fire
Date
DI
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
P+__ --I- I
A4e�x, �
FES 200
CB 201
271� 08
36
35�91
RCP
0.56
6-92
033
0.45
7-22
22-48
1.07
263-60
263.80
C8 201
CB 202s
271.08
15
27-00
RICP
2-59
1-53
1�53
0.45
7.22
4.97
4.97
265.50
266.20
C8 201
C8 203
272-69
30
136.51
RCP
0-73
5.06
0.34
0-45
7.22
16-44
1� 10
264.30
265.30
CB 203
CB 204
272-69
24
27.00
RCP
1.11
4.72
0.93
0-45
7.22
15-34
3-02
266.20
266.50
C8 204
Y1 205
278
18
31�50
RCP
9.52
0.40
0-40
0-45
7-22
1.30
1�30
26& 00
271.00
C8 204
C8 206
275.21
24
180.00
RCP
1.00
3.39
0.04
0.45
7.22
11.01
0-13
266.70
26&50
C8 206
CB 207
275.21
15
27.00
RCP
1.67
O�44
0.44
0-45
7.22
1-43
1.43
269.90
270.35
C8 206
Y1 208
281
24
1 46.43
RCP
0.86
Z91
O�04
0.45
7.22
9-45
0.13
268.70
269.10
Y1 208
CB 209
275.62
24
28.17
RCAP
1.06
2-87
0.31
O�45
7.22
9.32
1.01
269.30
269.60
CB 209
C8 210
275-62
18
27-00
RCP
1.74
0.63
0.63
0-45
7.22
2-05
2-05
270,10
270.57
C8 209
CB 211
279-31
18
115-16
RCP
2.87
1.93
0-46
0.45
7-22
6.27
1.49
270.50
27180
C8 211
C8 212
279-31
15
27.00
RCP
1.48
0.54
0.54
0.45
7.22
1� 75
1.75
274.10
274.50
CB 211
CS 213
290-00
15
179.16
RCP
6-03
0.93
0.56
O�45
7.22
3.02
1-82
274.20
285.00
CB 213
C8 214
291� 02
15
31�92
RCP
2-19
0-37
O�37
O�45
7.22
1.20
1.20
285-50
286.20
FES 2000
RISER 2001
264-40
18
12000
RCP
1-67
See Pond 2 touting calcs's
20.83
K 83
256.50
258.50
BMP 3
FES 300
JB 301
261.00
48
30.97
RCP
0-65
20.70
0.00
0.45
7.22
67.25
0.00
255-30
255.50
JB 301
C8 302
266.07
42
169.77
RCP
1-00
20-70
0.53
0.45
T 22
67.25
1.72
256 50
25810
CB 302
C8 303
270.36
30
161,67
RCP
0-80
1 9-30
0-21
0-45
7.22
30.22
0�68
259.50
260.80
CB 303
CB 304
270-36
15
1 27.00
RCP
1.11
0.10
0.10
0.45
7.22
1 0.32
0-32
265.25
265.55
CB 303
CB 305
274.91
30
130.47
RCP
1.00
8-99
0.45
0.45
7.22
29.21
1-46
261.00
262.30
C8 305
C8 306
274.11
30
115-10
RGP
1.30
8.54
0.56
0.45
7-22
27.75
1,82
262-50
264.00
CB 306
C8 307
274� 11
30
27-00
RCP
1.48
7.98
1-00
0.45
7.22
25.93
3�25 1
264.40
264.80
CB 307
CB 308
275.67
30
1 100.00
RICP
1.00
6.98
0.50
0-45
7-22
22-68
1.62
265.00
266.00
CB 308
C8 309
278.17
30
100-00
RCP
0-90
6-48
0-67
0.45
7.22
21-05
2-18
266.20
267.10
C8 309
CB 310
278.17
15
27.00
RCP
1�30
0.35
0.35
0-45
7-22
1-14 1
1.14
273.00
273.35
CB 309
C8 311
280.97
24
1 150-00
RCP
0-87
5-46
0.13
0.45
7.22
17-74
0-42 1
267.50
268.80
CB 311
CB 312
278-62
24
270.38
RCP
0.92
5-33
0-58
0.45
7.22
17.32
1-88
269.00
271.50
CB 312
FES 323
AVA
15
166-80
RCP
5� 70
1 1-21
1.21
0-45
7-22
1 3.93
3.93
272.50
282.00
CB 312
CB 313
278.36
24
29.62
RCP
1-69
3.54
0.80
0.45
7.22
11.50
2-60
271.90
272.40
CB 313
CB 314
278.36
15
2T00
RCP
1.30
0.54
0.54
0-45
7-22
1.75
1.75
273.15
273.50
CB 313
C8 315
281.99
18
9T59
RGP
3-28
2-20
0-54
0.45
7.22
7-15
1.75
272.80
27600
C8 315
CB 316
281-99
18
27.00
RCP
1.11
1.66
0.46
0.45
7.22
5.39
1,49
276.50
2 76. 80
CB 316
CB 317
292-39
15
205.31
RCP
4�80
1.20
0.16
0.45
7.22
3-90
0.52
277.20
287,05
CB 317
CB 3180
292-39
15
27.00
RCP
1.11
O�41
0.41
0.45
7-22
1.33
1�33 1
28725
287.55
C8 317
C8 319
303.24
15
220-39
RCP
4-74
0.63
0.49
0.45
7-22
2-05
1.59
28745
297-90
C8 319
C8 320
303.24
15
27.00
RCP
1-11
0.14
0.14
0-45
7-22
0-45
0.45
298-10
298.40
CB 302
C8 330
266 07
30
27-00
RCP
141
10-87
0-23
O� 45
7.22
35.32
0-75
259.20
259,50
CB 330
JB 331
271.05
30
188.38
RCP
O� 74
10-64
0-00
0-45
7.22
34.57
0.00
259.70
261.10
JB 331
CB 332
272-65
18
1 32-00
RCP
4�84
1,44
0-26
0-45
7.22
4.68
O� 84
265.25
26680
CB 332
C8 333
272,65
15
2T00
RCP
1.11
0.39
0.39
0.45
7.22
1.27
1-27
267.50
267,80
C8 332
C8 334
275� 74
15
219.00
RCP
1-60
0.79
0.06
0.45
T 22
2.57
0-119
267.20
2 70� 70
C8 334
CB 335
277.29
15
45.25 1
,,
Z 32
0-73
0-50
0.45
7-22
2.37
1.62
270.90
271.95
CB 335
Chl 336
277-29
15
27.00
RCP
1.11
V.ZJ
V�41;
V.1+0
1_z
0.75
O� 75
272.15
272.45rk
J8 331
CB 337
268.94
30
136.50
RCP
0.73
9.20
0� 76
0-45
7-22
29.89
Z47
261.30
262.30
C8 337
CB 338
268.94
15
27.00
RCP
1.48
1-17
1.17
0-46
7.22
27.42
3.80
263� 60
264.00
CB 337
CB 339
270.34
30
120-00
RCP
1.32
7-27
0.78
0.45
7.22
23-62
2.53
262-60
264.09
C8 339
C8 340
272.76
30
120.00
RCP
1-42
6.49
0.49
0-45
7.22
21.09
1.59
264.29
266.00
C8 340
CB 341
272-76
15
27-00
RCP
1.48
0.58
0.58
0.45
7-22
1.88
1�88
267.30
267.70
CB 340
CB 342
275.14
24
120.00
RCP
1-00
5-42
0-84
0.45
7.22
1T61
2� 73
267.00
268.20
Ftiture - reference oQy I
CB 342
CB 343
278 47
24
1 80� 00
PICP
O� 89
4�58
0,46
0.45-
7-22
1488
1-49
268,40
270-00
C8 343
CB 344
278,47
24
27,00
RCP
i 11
4,12
0 19
045
7, 2 2
13,39
O� 62
27020
270-50
CB 344
JB 345
2K 06
24
136.86
PCP
095
393
0-00
0 4 5:
1 7 22
12 77
0-00
270- 70
272,00
JB 345
CIS 346
282,62
18
59-00
RCIP
3� 39
0-89
0-17
O� 45
7,22
2.89
0.55
27d 00
277.00
CB 346
CB 347
28262
'if 5
2 7. 00
R CP
11,
O� 72
0,72
0 - 4 _15
722
2,34
_34
277-50
277,80
JB 345
CB 348
279� 29
24
129 29
R G P
093
3,04
029
0-45
7-22
9,88
0,94
272-20
273-40
CB 348
CB 349
279� 29
15
27,00
ROP
1 30
0-85
0.85
0.45
7 22
2� 76
2,76
274 410
274-45
CB 348
GB 350
280,26
18
9921
PCP
0 91
190
0,30
0 4 5,
7,22
6.17
O�97
274-20
275-10
CB 350
CB 351
280 56
1 "�
3360
PCP
1 04
028
0,28
O� 45
7-22
091
0� 91
275-40
275,75
CB 350
CB 352
282 70
15
t57,07
PCP
1-24
1 � 1332
0,55
0,45
7,22
4, 29
1,79
275,45
27740
C6 352
CB 353
282-70
15
2700
P Glp
11
O� 7 7
0.77
0-45
7-22
2.50
2,50
27T 60
277.90
FES 360
C8 361
264-75
24
48.26
RCP
O�62
4.13
0-83
0.45
1 T 22
11-99
2.70
256.50
256.80
C8 361
CB 362
267.53
15
72-64
RCP
5.09
0.63
0.15
0.45
7-22
2-05
O�49
258-50
262-20
C8 362
CB 363
267-53
15
27-00
RCP
1.11
0.48
0.48
0-45
7.22
1.56
1.56
262.40
26Z 70
CB 361
C8 364
265.65
18
1 90-87
RCP
1-32
2.67
0.32
0.45
7.22
7.25
1-04
258.00
259.20
C8 364
CB 364A
265.65
15
27.00
RGP
1-48
0-44
0-44
0.45
7.22
6.76
1-43
260.40
260.80
C8 364
C8 365
267-21
18
156.26
RCP
1�02
1.91
0-27
0-45
T 22
6.21
0.88
259.70
261.30
C8 365
C8 366
267.43
18
34.80
RCP
1-29
1.64
0.09
0.45
7.22 1
5.33
0.29
261.50
261,95
C8 366
CB 367
268.64
15
59.95
RCP
1.33
1.55
0.69
0.45
7-22
5.04
214
26Z 20
263�00
Fatute - reference onl�/
GB 367
CB 368
268,64
15
2700
PCP
i 11
009
009
0-45
7-22
029 1
0-29
263,50
263.80
CB 367
CB 369
270 47
-159� 11
RCP
123
0 77
066
0.45
722
2-50
2.14
263-20
265-15
CB 369
CB 370
270,47
15
27,00
RCP
Oil
0, 1i
0,45
7,22
0-36
0,36
265-35
265-65
FES 3000
RISER 3001
256-50
18
72.00
PCIP
0.42
See Pond 3 routing,
I s's
23.05
23.06
249.00
249.30
BYPASS
FES 90
JB 91
272-00
24
156 75
RCP
3.60
5.58
0,00
O� 45
7-22
1& 13
0.00
256.50
262.10
JB 91
J8 92
275.00
24
140.84
RCP
4.05
5-58
0-00
0.45
7.22
18.13
0.00
262� 30
268.00
JB 92
FES 93
WA
24
234-28
RCP 1
1-28 1
5.58
5.58
0.45
7-22
18-13
1& 13
268,50
271.50
HW IS HEADWALL - NCDO T STD. 838. f I,- DIP IS DUCTILE IRON PIPE,'
HDPE TO BE SMOOTH WTERIOR ADS N-12 OR EQUAL
ELEVATION GIVEN IS FOR INVERT OF HW AND FES, TOP OF CASTHVG FOR Y1, TOP OF CURB FOP CB.
Double Catch Basin
- standard frame and grate
1- Risers are concrete precast
Pond I 5X5'1nside Dimension ref only
Pond 2 4X4'lnside Dimension
Pond 3 5X5'inside Dimnsion
Pond 4 35(X inside Dimension ref only
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certiflicatigns sigrild on the cover sheet of these construction plans.
04111Z
Pk&
CM Angineging
6ate
Public Works -Env. Programs
Date
- 0-
yzl�-gr
C M - Tra nsporta tion
Date
Planning
Date
("� ( A
-AA
CM - Building Inspections
Date
Planning -Transportation
Date
Public Works - Water/Sewer
Date
Fire
Date
DI
Public Works - Electric
Date
Parks, Recreation & Cultural Res.
Date
P+__ --I- I
A4e�x, �
a L�j 14,
Public Works - S & E
Date
L
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329

01/15/16 Per Town of Apex
1 st review
02/10/16 Per Town of Apex
2nd review
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
Project
Jordan Manors
Details
Date
December 1, 2015
Scale
As Shown
Sh eet
CS 39

MAINTENANCE SPECIFICATIONS
FOR
EROSION CONTROL DEVICES
Skimmer Sediment Basin with Baffles
Inspect skimmer sediment basins wtleast weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer orthe first cell.
Make sure vegetation growing inthe bottom nrthe basin does not hold down
the skimmer.
Repair the bofflau if they are damaged. Re -anchor the baffles if water is
flowing underneath oraround them.
Ifthe skimmer isclogged withtomhand there iowater inthe basin, usually
jerking nnthe rope will make the skimmer bob u#and down and dislodge
the debris and eemom flow. If this does not work, pull the skimmer over m
the side ofthe basin and remove the debris. Also check the orifice inside the
skimmer tosee ifitiaclogged; ifooremove the debris.
|fthe skimmer arm urbarrel pipe isclogged, the orifice can beremoved and
the obstruction cleared with aplumbers snake uruyflushing with water. oo
sure and replace the nrifioobefore repositioning the skimmer.
Check the fabric lined spillway for damage pndmaxeanyrequkndmpmirs
with fabric that spans the full width nfthe spillway. 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 skimmer and pool areas.
Freezing weather can result inice forming inthe basin. Some special
precautions should botaken mthe winter »wprevent the skimmer from
plugging with ice.
Gravel Inlet Protection
Inspect the barrier at least weekly and after each significant (1/2 inch or greater)
rainfall and make repairs amneeded.
Remove sediment aanecessary toprovide adequate storage volume for
subsequent rains.
When the contributing drainage area has been adequatelystabilized, remove
all materials and any unstable soil, and either salvage ordispose oruproperly.
Bring the disturbed area mproper grade, then smooth and compact it,
Appropriately stabilize all bare areas around the inlet.
Silt Fence
Inspect sediment fences at least once aweek and after each rainfall. Make any
required repairs immediately.
Should the fabric ofasediment fence collapse, tear, decompose urbecome
inofective, replace *promptly.
Remove sediment deposits aonecessary toprovide adequate storage volume
for the next rain and |oreduce pressure onthe fence. Take care tpavoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been properly
stabilized.
Construction Entrance
Maintain the gravel pad inocondition »oprevent mud mrsediment from
leaving the construction site. This may require periodic topdressing with 2-
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean itout as necessary. Immediately remove all objectionable materials
spilled, washed, urtracked onto public roadways.
Velocity Dissipmtor(Outlet Stabilization
Inspect npmpoutlet structures weekly and after significant (1xeinch orgreater)
rainfall events msee ifany erosion around mbelow the hpraphas taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
Ternmr-amDiversions Maintenance
Inspect temporary diversions once eweek and after every rainfall. Immediately remove
sediment from the flow area and repair the diversion ridge. Carefully check outlet and make
timely repairs aoneeded. When the area protected ispermanently stabilized, remove the
ridge and the channel to blend with the natural ground level and appropriately stabilize it.
Check Dam Maintenance
Inspect check dams and channels at least weekly and after each significant (.5 inch or
greater) rainfall event and repair immediately. Clean out sediment, straw, limbs, or other
debris that could clog the channel when needed.
Anticipate submergence and deposition above the check dam and erosion from high flows
around the edges of the dam. Correct all damage immediately, If significant erosion occurs
between dams, additional measures can be taken such as, installing a protective riprap liner
in that portion of the channel.
Remove sediment accumulated behind the dams as needed
' - -
Jordan Manors flows from carryinedme,�uv�r�edam'
goAdd stones m��
onoo�ouamaaanaeu�u»omm"=" design height and cross section.
�- -
lbrustRestraint Design for 0ued0eIron Pipe _
2006)
`�
- _ -Length
' -
[Restraint (ft)
]oinN
Tee #1 �0
4
- --
Ind#I 140
-
7 �
- _--__
' End 42 140
- '
7
' u� # l 6O
3
� � �
Vert Bend l�O
-
� 8
-
Vert Bend #2 100
' - - �
Q
Vert Bend #3 120
6
-me���d#4 �O---
� M |
- -
Stream Crossing #1 200
10
Stnmmu#� 210
_- - _
10
`Notes:
�
/
`L# of pipe joints are based on ����e�ugth�
`
2. Bends to located within areasof fill.
bends are located ----;v�u�
usituations �
'
� and reaction used
d�
- _
^3. Length of restraint and #ofpipejoinu^ are calculated
�(
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Perimeter dikes,
Nov. 1-Nmc1
`,-- - -
4. In D�n�� ���s�dRJ pipe
swales, ditches
7 days
None
and slopes
Storm WaterPondmav�m�����@
Tall Fescue
High Quality
Apr.15-Jun.30
Water (HQW)
7 days
None
Zones
Invelt Out
TOP
'
�of�evvmted�eon m�eufthe point _ _
/
If slopes are 10' or
Slopes steeper
7 days
less in length and are
than 3:1
allowable constraints �
not steeper than 2: 1,
aeeo�c%
cuft
14 days are allowed.
Slopes 3:1 or
See Cal«m�
7 -days for slopes
flatter
14 days
greater than 50 feet
dim xnncbox
239-50
in length
All other areas
inches
None
(except for
with slopes flatter
14 days
perimeters and
than 4: 1
Type
HQW Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site-specific conditions that make compliance
impracticable." (Section 11.13(2)(b)) I
��oN��a��y0�4�y�ors
-_/��&���(���M�
SanitaryAAH#
---�
-__
/
^
_ _'^_
^
'
-, ---�
ensure e�chr�mro�t�o0�b�e���va6 �
'- ' - ~-
._�_�_-�
-l-_--�
` �
�
Nov. 1-Nmc1
`,-- - -
4. In D�n�� ���s�dRJ pipe
Jordan Manors
^
t '
11/19/2015
� 02110116
& Abruzzi Rye
_ _ _ _
separations on these plans, the required �
Storm WaterPondmav�m�����@
Tall Fescue
300lbs./eom
Apr.15-Jun.30
Jul. 1`Aug.15
Tall Fescue and
achieved by �
-- ' _-
�'--(10 � `
Invelt Out
TOP
'
�of�evvmted�eon m�eufthe point _ _
/
such that the �a��i�n��v���xt�� '
-�--~-~-�~�~`�� /
liv-fln)
Lf
Slope
allowable constraints �
'�mwMSxOmw
aeeo�c%
cuft
' - - -- ;Required
surface area
See Cal«m�
oqo _
�wmme
- -
24
U4
dim xnncbox
239-50
239-80
64,2
inches
254.00
Barrel ouamueLn
18,0
inches
24
Type
concrete
240.00
240.33
Riser Height
69
Let
1
Dam Height
8.9
feet
24
0.pmwemBatref
/
nD5
240.53
240.80
�^
wOuvnmmv Bowanoporce^
-
7010
m^
2
Concrete Base
r-5
lenglhANidth
24
Concrete Base
1.0
thick (t)
241.33
Weight ProvAded
4928
ms
3
Concrete Riser
45
lengthANIdth
24
Concrete Riser
5-9
241.53
241.85
� 'Concrete Riser
mo
thick (It)
4
WeightPrWded
4652
xm
24 1
Total Weight
9579
um
249.35
Factor of
1^
259.00
5
/Jordan_ '--_-
_
6
DIP
24
ntonmmamerPnnd#m
0.12
242.55
242.75
(10 Yea r Event)
242.75
259.00
6
to
7
DIP
'
|m»mNmcNn Required volume
see Calr's
o*n
242.95
Required s urface area
am^o�o�
mqo
261.00
7
S�
inside dim cumbox
DIP
RlserDiameler
67-7
inches
243.35
'Barrel Diameter
1&0
mooev
260.00
<Type
concrete
9
DIP
RiserHeight
ro
feet
243.95
Dam
10.3tet`
�
�
- - �.~~~~_~a�._- -�
^
°"^
`
i130UYuvCr .00uyamporce
123*0
me
'._ Concrete Base
oo
Ie»omANmm
oomcreleemse
1.25
thick (it)
7911
mm
�Concrete Riser
om
lenothANmm
256.50
Concrete7-2�
to
10
PVC
�ht
Cm��ems�'
�5
��w�~
243.05
243.90
suoo
mm
255.20
' -_- - - Tota I Weight/
1*849
lbs
DIP
FactorotSaftey
1-2
0.30
��oN��a��y0�4�y�ors
-_/��&���(���M�
SanitaryAAH#
---�
-__
/
^
_ _'^_
^
'
-, ---�
Aug. 15'Nov1
._�_�_-�
-l-_--�
` �
�
Nov. 1-Nmc1
Tall Fescue
Date:
-
f�wnse�.
^
t '
11/19/2015
� 02110116
& Abruzzi Rye
25 lbs./acre
Mar. 1 -Apr. 15
Tall Fescue
300lbs./eom
Apr.15-Jun.30
Hulled Common Bennudagrass 25|bs./acre
Jul. 1`Aug.15
Tall Fescue and
120|ba./oqre
BnmvntopNU|let
Invelt Out
TOP
@ehceaLespedoza(unhu|led-unacahied)
Segment
Type
liv-fln)
Lf
Slope
Invert Dom
Invert Up
Ekisting
239-30
25340
FX
to
EX AIH
DIP
24
230.00
0-13
239-50
239-80
Ex AIH
239-80
254.00
EX MH to
1
DIP
24
265.72
0.12
240.00
240.33
JA
240-33
257.00
1
to
2
DIP
24
217.85
0.12
240.53
240.80
2AA
240M
260.8 <
2
to
3
DIP
24
279.91
0.12
241.00
241.33
3 A
241.33
256.20
3
to
4
DIP
24
266.52
0.12
241.53
241.85
4AA
241.85
256.60
4
to
5
DIP
24 1
243.33
0.12
242.05
249.35
5 A
242.35
259.00
5
to
6
DIP
24
168.99
0.12
242.55
242.75
6 A
242.75
259.00
6
to
7
DIP
24
161.36
0.12
242.95
243.15
7AA
243-15
261.00
7
to
8
DIP
1 24
308.49
0.13
243.35
243.75
8AA
243.75
260.00
8
to
9
DIP
24
276.39
0.13
243.95
244.30
4 AA
241.85
256.50
4
to
10
PVC
12
278.47
0.31
243.05
243.90
10A
243.90
255.20
10
to
if
DIP
12
171.03
0.30
244.10
244.62
11A
244.62
254.30
11
to
12
PVC
12
212.86
0.30
244.82
245.45
12
245.45
253.30
12
to
13
DIP
12
227.30
0.30
245.65
246.33
13
246.33
254.00
13
to
14
DIP
8
243.74
0.55
246.65
248.00
14 A
24&00
264.90
14
to
15
DIP
8
293.20
0.53
248.20
249.75
1.5AA
249.75
267.80
15
to
16
DIP
8
67.95
67-d95
0.52
249.95
250.30
I AA
4
248.00
264.90
14
to
100
PVC
8
158.03
7.66
255.05
267-15
81A 257-90 270.90 81 to 85 PVC 8 250.20 1.32 258.10 261.40
85 26 1.400 269.52 85 to 86 PVC 8 210.80 1.42 262.00 265.00
AA -6diameter
A Y distances are center to center of manhole
All construction to be in accordance with current Tow of Apex Standards & Specifications
CAS, IN AC_
--
WALL DETAIL FOR
[ate
Type
Planting Rate
Aug. 15'Nov1
Tall Fescue
300lbm./ama
Nov. 1-Nmc1
Tall Fescue
300|he./acro
& Abruzzi Rye
25 lbs./acre
Mar. 1 -Apr. 15
Tall Fescue
300lbs./eom
Apr.15-Jun.30
Hulled Common Bennudagrass 25|bs./acre
Jul. 1`Aug.15
Tall Fescue and
120|ba./oqre
BnmvntopNU|let
BrmwmapN1i|let
35|ba./uony
@ehceaLespedoza(unhu|led-unacahied)
70|bs./ocre
and Tall Fescue
120|bn./ema
(Nov.1-Mar.1)
Add Abruzzi Rye
25|be./eore
tit
40
cam
81A 257-90 270.90 81 to 85 PVC 8 250.20 1.32 258.10 261.40
85 26 1.400 269.52 85 to 86 PVC 8 210.80 1.42 262.00 265.00
AA -6diameter
A Y distances are center to center of manhole
All construction to be in accordance with current Tow of Apex Standards & Specifications
CAS, IN AC_
--
WALL DETAIL FOR
RETAINING _g,e41=-5 Reinforced=Concrete Cantilevered = Wall.=D=
`~o_vx�m^�n,n�� Hb^3
, or 2 ft (0.6 m), or depth of frost, whichever is �� less ����
reatest. Use
WALLS «� #1� & #2/ 4 reinforcement bars for H6�� 8 _Use
���� ���� °on joints at 90 ft (30 m)Do not use on soils - - - an alless than (0���mmPa)
�����.,���=~����~� __~�" ��"~ � ..~�
CS -7b.
' --.
Table 6.um
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.10b
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate(lb/a»re)
Rye (grain) 120
Annual lespecleza in
Piedmont and Coastal PlainKorean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet Feb. 1 - May I
Coastal Plain -Dec. 1 - Apr, 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer,
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool,
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage-
�
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Suclangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1 -Aug. 15
Coastal Plain -Apr. 15 - Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt. nettina.
or a mulch anchoring tool. A diskwith blades set nearly straight car, �e
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate, Reseed, refertilize and mulch
immediately following erosion or other damage.
Permanent
Seeding Schedule
Grassed Area, Shoulders, Side Ditches, Slopes (Max.31)
[ate
Type
Planting Rate
Aug. 15'Nov1
Tall Fescue
300lbm./ama
Nov. 1-Nmc1
Tall Fescue
300|he./acro
& Abruzzi Rye
25 lbs./acre
Mar. 1 -Apr. 15
Tall Fescue
300lbs./eom
Apr.15-Jun.30
Hulled Common Bennudagrass 25|bs./acre
Jul. 1`Aug.15
Tall Fescue and
120|ba./oqre
BnmvntopNU|let
BrmwmapN1i|let
35|ba./uony
@ehceaLespedoza(unhu|led-unacahied)
70|bs./ocre
and Tall Fescue
120|bn./ema
(Nov.1-Mar.1)
Add Abruzzi Rye
25|be./eore
tit
40
RETAINING _g,e41=-5 Reinforced=Concrete Cantilevered = Wall.=D=
`~o_vx�m^�n,n�� Hb^3
, or 2 ft (0.6 m), or depth of frost, whichever is �� less ����
reatest. Use
WALLS «� #1� & #2/ 4 reinforcement bars for H6�� 8 _Use
���� ���� °on joints at 90 ft (30 m)Do not use on soils - - - an alless than (0���mmPa)
�����.,���=~����~� __~�" ��"~ � ..~�
CS -7b.
' --.
Table 6.um
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.10b
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate(lb/a»re)
Rye (grain) 120
Annual lespecleza in
Piedmont and Coastal PlainKorean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet Feb. 1 - May I
Coastal Plain -Dec. 1 - Apr, 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer,
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool,
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage-
�
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Suclangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1 -Aug. 15
Coastal Plain -Apr. 15 - Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt. nettina.
or a mulch anchoring tool. A diskwith blades set nearly straight car, �e
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate, Reseed, refertilize and mulch
immediately following erosion or other damage.
Permanent
Seeding Schedule
Grassed Area, Shoulders, Side Ditches, Slopes (Max.31)
[ate
Type
Planting Rate
Aug. 15'Nov1
Tall Fescue
300lbm./ama
Nov. 1-Nmc1
Tall Fescue
300|he./acro
& Abruzzi Rye
25 lbs./acre
Mar. 1 -Apr. 15
Tall Fescue
300lbs./eom
Apr.15-Jun.30
Hulled Common Bennudagrass 25|bs./acre
Jul. 1`Aug.15
Tall Fescue and
120|ba./oqre
BnmvntopNU|let
BrmwmapN1i|let
35|ba./uony
Consult Conservation Engineer orSoil Conservation Service for additional information
concerning other alternatives for vegetation nfdenuded areas. The above vegetation
rates are those which dowell under local conditions; other seeding rate combinations
are possible.
Seeding Preparation
1J Chisel compacted areas and spread topsoil 3 inches deep over adverse
soil conditions, if available.
2.)Rip the entire area bz6 inches depth.
3and other obstructions leaving surface
reasonably smooth and uniform.
4J Apply agricultural |ime, fertilizer, and superphosphcte uniformly and mix
with soil (mem below).
5.) Continue tillage until m well- pulverized, firm, reasonably uniform seedbed
is prepared 4 to m inches deep.
6.) Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment ormutipuck uumr feeding.
7.) Mulch immediately after seeding and anchor mulch.
8.) Inspect all seeded areas o dmake �
necessary�aomwdwithin
the planing season, n possible. If Wdbwover 60% damaged,
rmwetqbiwn following original |hnm, fertilizer and seeding rotes.
9.) Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.
* Aun|v. Agricultural _L|mes+mnn +°maorp /3 +"�,-
�/�,= /� �nv s�/*\
-m - -_p/_"_�
Construction Sequence Fertilizer -1.u00/bs.-10-1u-10
Jordan Manors `=p=p"°°p'== - ^"" ==/""e- 20% analysis
Mulch - 2t small groin straw
Anchor - Asphalt Emulsion 0300 gals./acre
General:
As noted on Sheet CG-8mfthese plans, the grading and Infrastructure improvements presented inthese Phase 1construction plans W11 be implemented in three (3) phases.
See below for sequence.
The following sequence shall befollowed for implementation of these construction plans.
1. Fill out Tree Protection Fencing Installation Permit Application (obtain from Apex Planning Department)
2.Have esurveyor flag property lines, easements, buffers, tree protectionareea,endflagtheproteot|on|inmity.
3. Contact an Apex Planning Department Zoning Compliance Officer at 919-249-3426 and request approval of the flagged tree protection fencing locations.
4. Once limits are approved by the Planning Department, install approved protection fencing, and/or any other protection
measures that may berequired.
5. Contact Planning Department at 919-249-3426 for final inspection of protection measures before obtaining approval to install S & E measures and before obtaining e grading
permit. (Planning Department will forward notification ofapproval toPublic Works Stoff.)
8~ Request and obtain a Letter of Plan Approval for sedimentation and erosion control measures from Public Works staff.
7. Through the Engineering Field Services Supervisor at 919-249-3510, schedule a pre -construction conference with engineering inspector and other applicable Town Staff.
8. After the pre -construction conference and consistent with instructions or directives received at the conference, install gravel construction entrance, oih/treefencinD, and other
perimeter erosion control measures indicated on the detailed sedimentation and erosion control plan for the specific sub -phase ofdevelop nment--||rnitiIng the extent ofdearingto
only that necessary toinstall the devices and measures.
9. Call Public Works Staff at 919-249-3427 to request an on-site inspection and a Certificate of Compliance.
10. Complete Grading Permit Application (obtain application from Building Inspections Division). Once egrading permit has been issued byBuilding Inspections, arrange a
pre -construction meeting with Building Inspections (Rudy Baker) at 919-249-3381 prior to commencement of any grading activities. This meeting |sseparate and apart from any
other pre -construction conferences required in this Construction Sequence.
11. Post Grading Permit prominently on-site atall times.
-NOTE: Grading shall beconducted soastmconform tothe implementation phasing depicted onsheet CS-8mfthese plans.
Implementation Phase I (includes skimmer basins 3 &6, riser basin 4, and diversionmwales 1-5)
12. Install sediment basins shown on the detailed sedimentation and erosion control plan for the development, exercising care to limit the area of disturbance to only that required to
access the basin locations and construct the basins and associated outlet piping.
13. Install diversion swales, stormwater interception swales, and temporary culverts as indicated on the plan.
14~ Begin clearing, grubbing, and rough grading of the site in accordance with the approved plan.
15. As rough grading proceeds, ensure that stormwater runoff from all disturbed areas within the sediment basin contributory drainage area boundaries shown on the plan are routed
tothe corresponding sediment basin.
16. As grading operations progress toatta|nrequ|redQrodes,insta||gtornndra|nagepip|ng.
17. Install inlet protection devices, and/or other approved measures shown on the plans. Maintain S&E measures as needed. Remove silt from riser basins as required,
lG. Soil stabilization shall be achieved on any area of the site where land -disturbing activities have temporarily or permanently ceased accordingto the following schedule- All slopes
steeper than 3HAV within 7 calendar days from the last land disturbing -activity and (2) all other disturbed areas shall be stabilized within 14 calendar days from the last
land -disturbing activity.
19. Stabilize site eoareas are brought upbnfinished grade with vegetation orpaving.
20Flush and clean all stormmvvaterpipes. Clean and remove sediment from temporary sediment holding devices.
21. Follow BMP Construction Sequence found on Grading and/or BMP Detail sheets of the approved plans.
22. Contact Public Works at 919-249-3427 to request an inspection to request permission to remove temporary erosion control devices.
23. Upon receipt of permission from Public Works, remove temporary diversions, silt fencing, sediment basins, etc. and provide adequate cover or pave any resulting bare areas.
Note: All permanent erosion control measures should be installed at this point in the construction process.
24. When Vegetation has been established, call Public Works staff at 919-249-3427 for a final site inspection and to request a Certificate of Completion and permission to proceed
with implementation phase 2.
Implementation Phase 2(includes skimmer basins 1W&2,and divmrsiommmmaies 6-10)
-follow steps 12-24 above; at final site inspection seek cert of completion and permission to move to phase 3)
implementation Phase 3 riser basin 5and diversion sm/ales 11-13Q
-follow steps 12-24above; atfinal site inspection seek cert ufcompletion toclose out project)
25. Remove accumulated sediment from permanent riser basins used for temporary sediment control and modify the basin as necessary to achieve conformity to the BMP plan for
that installation osshown onthe approved plans.
NOTES:
A. Contractor is responsible for maintaining, augmenting, and modifying (if necessary) the measures shown on the erosion control plans and referenced in thissequence of
construction activities such that the control of sediment transport from the site is maintained within the limits established by the Town of Apex and/or other applicable jurisdictional
authority.
B. Streets abutting this project will be kept clean at all t|no«s oro wash station will be required. Such vveoh station, if required bythe town, will be provided by the contractor.
C.|naddition toconforming tothe Construction Sequence as specified above, the contractor shall adhere to the specific Construction Sequence for culvert installation as presented on
Sheets C5-8bofthese construction plans.
STRUCTURAL BMP CONSTRUCTION SEQUENCE
The following must occur prior to Final Plat and/or Certificate of Occupancy (CO): The signatures affixed below certify that this sheet has been reviewed and approved solely per
1. All structural BMPs must be installed in accordance with the approved construction drawings. the certifications si ed on the cover sheet of these construction plans.
2. The design engineer must submit an as -built package which meets all requirements presented in the I /&� - I tzli tp,
Town Spec Book including asigned and sealed certification statement. CM -YEnginiring *E Public Works -Env. Programs Date
3. Submit the appropriate signed structural BIVIP O&M agreement and maintenance guarantee to the
Development Projects Coordinator in Construction Management at [phone].
4. A final inspection by the Environmental Programs Manager shall be conducted once the as -built C M - Tra nsporta tion Date Planning Date
submittal has been received. Once approved, the Environmental Programs Manager will send a BMP
approva|letter tothe owner. CM - Building Inspections Date Planning - Transportation Date
5. In lieu of structural BMP completion and final approval by the Environmental Programs Manager, the
Town may accept a performance guarantee in accordance with UDO Section 6.1.12(G). If the contributing
drainage area for the BMPs is unstable at the time of final plat approval for a subdivision, the Town will Public Works - Water/Sewer Date Fire Date
a!|mm o skimmer system to beconnected to the emergency drain sized to de -water the volume of the basin
over a 2-3 day period. Porous baffles shall either continue to be maintained (if converting from a sediment
basin) orbeinstalled. Any orifices must becapped orplugged. Public Works - Electric Date Parks, Recreation & Cultural Res. Date
6 All structural 8K4Paana required tube completed prior to aMna| C0for o site plan and issuance of 90%
of COs within a subdivision. If the subdivision is to be phased, all structural BMPs shall be completed prior
toissuance of90%ofCOs within that phase.
7. If a structural BMP counts towards RICA, the required landscaping shall be installed during the
appropriate growing season and coordinated with the Town Zoning Compliance Officer at [phone].
Engineering
Planning
Site
Design
1160 SEMAyNARC)ROAD
SUITE 260
CARY.NC 27511
[phone]
C~0329
Revisions
{l1/15/16 Per Town of Apex
1st review
02/10/6 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
[)�C)^_���
- �_
Jordan Manors
�
DetailsDetails^����
Datef
��e
ecember 1, 2015
Scale
As Shown
Slopes C3:1 to 2:1)
Dote
Type Planting Rate
Mar, 1-Jun.1
8ericeabmspedwro(Moorified)
SO|bm./acre
&
(Woor.1`Apr15)
Add Tall Fescue
120|bs./acre
(/Nar.1'June.30)
OrAdd Hulled Common eomnudwgross
25|bn./mcre
Jun.1'Gep.1
Tall Fescue and
120|hs./mcre
BnmvntopNU|let
35|bm./ecre
Sep.1-Mar.1
@ehceaLespedoza(unhu|led-unacahied)
70|bs./ocre
and Tall Fescue
120|bn./ema
(Nov.1-Mar.1)
Add Abruzzi Rye
25|be./eore
Consult Conservation Engineer orSoil Conservation Service for additional information
concerning other alternatives for vegetation nfdenuded areas. The above vegetation
rates are those which dowell under local conditions; other seeding rate combinations
are possible.
Seeding Preparation
1J Chisel compacted areas and spread topsoil 3 inches deep over adverse
soil conditions, if available.
2.)Rip the entire area bz6 inches depth.
3and other obstructions leaving surface
reasonably smooth and uniform.
4J Apply agricultural |ime, fertilizer, and superphosphcte uniformly and mix
with soil (mem below).
5.) Continue tillage until m well- pulverized, firm, reasonably uniform seedbed
is prepared 4 to m inches deep.
6.) Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment ormutipuck uumr feeding.
7.) Mulch immediately after seeding and anchor mulch.
8.) Inspect all seeded areas o dmake �
necessary�aomwdwithin
the planing season, n possible. If Wdbwover 60% damaged,
rmwetqbiwn following original |hnm, fertilizer and seeding rotes.
9.) Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.
* Aun|v. Agricultural _L|mes+mnn +°maorp /3 +"�,-
�/�,= /� �nv s�/*\
-m - -_p/_"_�
Construction Sequence Fertilizer -1.u00/bs.-10-1u-10
Jordan Manors `=p=p"°°p'== - ^"" ==/""e- 20% analysis
Mulch - 2t small groin straw
Anchor - Asphalt Emulsion 0300 gals./acre
General:
As noted on Sheet CG-8mfthese plans, the grading and Infrastructure improvements presented inthese Phase 1construction plans W11 be implemented in three (3) phases.
See below for sequence.
The following sequence shall befollowed for implementation of these construction plans.
1. Fill out Tree Protection Fencing Installation Permit Application (obtain from Apex Planning Department)
2.Have esurveyor flag property lines, easements, buffers, tree protectionareea,endflagtheproteot|on|inmity.
3. Contact an Apex Planning Department Zoning Compliance Officer at 919-249-3426 and request approval of the flagged tree protection fencing locations.
4. Once limits are approved by the Planning Department, install approved protection fencing, and/or any other protection
measures that may berequired.
5. Contact Planning Department at 919-249-3426 for final inspection of protection measures before obtaining approval to install S & E measures and before obtaining e grading
permit. (Planning Department will forward notification ofapproval toPublic Works Stoff.)
8~ Request and obtain a Letter of Plan Approval for sedimentation and erosion control measures from Public Works staff.
7. Through the Engineering Field Services Supervisor at 919-249-3510, schedule a pre -construction conference with engineering inspector and other applicable Town Staff.
8. After the pre -construction conference and consistent with instructions or directives received at the conference, install gravel construction entrance, oih/treefencinD, and other
perimeter erosion control measures indicated on the detailed sedimentation and erosion control plan for the specific sub -phase ofdevelop nment--||rnitiIng the extent ofdearingto
only that necessary toinstall the devices and measures.
9. Call Public Works Staff at 919-249-3427 to request an on-site inspection and a Certificate of Compliance.
10. Complete Grading Permit Application (obtain application from Building Inspections Division). Once egrading permit has been issued byBuilding Inspections, arrange a
pre -construction meeting with Building Inspections (Rudy Baker) at 919-249-3381 prior to commencement of any grading activities. This meeting |sseparate and apart from any
other pre -construction conferences required in this Construction Sequence.
11. Post Grading Permit prominently on-site atall times.
-NOTE: Grading shall beconducted soastmconform tothe implementation phasing depicted onsheet CS-8mfthese plans.
Implementation Phase I (includes skimmer basins 3 &6, riser basin 4, and diversionmwales 1-5)
12. Install sediment basins shown on the detailed sedimentation and erosion control plan for the development, exercising care to limit the area of disturbance to only that required to
access the basin locations and construct the basins and associated outlet piping.
13. Install diversion swales, stormwater interception swales, and temporary culverts as indicated on the plan.
14~ Begin clearing, grubbing, and rough grading of the site in accordance with the approved plan.
15. As rough grading proceeds, ensure that stormwater runoff from all disturbed areas within the sediment basin contributory drainage area boundaries shown on the plan are routed
tothe corresponding sediment basin.
16. As grading operations progress toatta|nrequ|redQrodes,insta||gtornndra|nagepip|ng.
17. Install inlet protection devices, and/or other approved measures shown on the plans. Maintain S&E measures as needed. Remove silt from riser basins as required,
lG. Soil stabilization shall be achieved on any area of the site where land -disturbing activities have temporarily or permanently ceased accordingto the following schedule- All slopes
steeper than 3HAV within 7 calendar days from the last land disturbing -activity and (2) all other disturbed areas shall be stabilized within 14 calendar days from the last
land -disturbing activity.
19. Stabilize site eoareas are brought upbnfinished grade with vegetation orpaving.
20Flush and clean all stormmvvaterpipes. Clean and remove sediment from temporary sediment holding devices.
21. Follow BMP Construction Sequence found on Grading and/or BMP Detail sheets of the approved plans.
22. Contact Public Works at 919-249-3427 to request an inspection to request permission to remove temporary erosion control devices.
23. Upon receipt of permission from Public Works, remove temporary diversions, silt fencing, sediment basins, etc. and provide adequate cover or pave any resulting bare areas.
Note: All permanent erosion control measures should be installed at this point in the construction process.
24. When Vegetation has been established, call Public Works staff at 919-249-3427 for a final site inspection and to request a Certificate of Completion and permission to proceed
with implementation phase 2.
Implementation Phase 2(includes skimmer basins 1W&2,and divmrsiommmmaies 6-10)
-follow steps 12-24 above; at final site inspection seek cert of completion and permission to move to phase 3)
implementation Phase 3 riser basin 5and diversion sm/ales 11-13Q
-follow steps 12-24above; atfinal site inspection seek cert ufcompletion toclose out project)
25. Remove accumulated sediment from permanent riser basins used for temporary sediment control and modify the basin as necessary to achieve conformity to the BMP plan for
that installation osshown onthe approved plans.
NOTES:
A. Contractor is responsible for maintaining, augmenting, and modifying (if necessary) the measures shown on the erosion control plans and referenced in thissequence of
construction activities such that the control of sediment transport from the site is maintained within the limits established by the Town of Apex and/or other applicable jurisdictional
authority.
B. Streets abutting this project will be kept clean at all t|no«s oro wash station will be required. Such vveoh station, if required bythe town, will be provided by the contractor.
C.|naddition toconforming tothe Construction Sequence as specified above, the contractor shall adhere to the specific Construction Sequence for culvert installation as presented on
Sheets C5-8bofthese construction plans.
STRUCTURAL BMP CONSTRUCTION SEQUENCE
The following must occur prior to Final Plat and/or Certificate of Occupancy (CO): The signatures affixed below certify that this sheet has been reviewed and approved solely per
1. All structural BMPs must be installed in accordance with the approved construction drawings. the certifications si ed on the cover sheet of these construction plans.
2. The design engineer must submit an as -built package which meets all requirements presented in the I /&� - I tzli tp,
Town Spec Book including asigned and sealed certification statement. CM -YEnginiring *E Public Works -Env. Programs Date
3. Submit the appropriate signed structural BIVIP O&M agreement and maintenance guarantee to the
Development Projects Coordinator in Construction Management at [phone].
4. A final inspection by the Environmental Programs Manager shall be conducted once the as -built C M - Tra nsporta tion Date Planning Date
submittal has been received. Once approved, the Environmental Programs Manager will send a BMP
approva|letter tothe owner. CM - Building Inspections Date Planning - Transportation Date
5. In lieu of structural BMP completion and final approval by the Environmental Programs Manager, the
Town may accept a performance guarantee in accordance with UDO Section 6.1.12(G). If the contributing
drainage area for the BMPs is unstable at the time of final plat approval for a subdivision, the Town will Public Works - Water/Sewer Date Fire Date
a!|mm o skimmer system to beconnected to the emergency drain sized to de -water the volume of the basin
over a 2-3 day period. Porous baffles shall either continue to be maintained (if converting from a sediment
basin) orbeinstalled. Any orifices must becapped orplugged. Public Works - Electric Date Parks, Recreation & Cultural Res. Date
6 All structural 8K4Paana required tube completed prior to aMna| C0for o site plan and issuance of 90%
of COs within a subdivision. If the subdivision is to be phased, all structural BMPs shall be completed prior
toissuance of90%ofCOs within that phase.
7. If a structural BMP counts towards RICA, the required landscaping shall be installed during the
appropriate growing season and coordinated with the Town Zoning Compliance Officer at [phone].
Engineering
Planning
Site
Design
1160 SEMAyNARC)ROAD
SUITE 260
CARY.NC 27511
[phone]
C~0329
Revisions
{l1/15/16 Per Town of Apex
1st review
02/10/6 Per Town of Apex
2nd review
DEVELOPER:
Milestone Developments, LLC
142 Towerview Court
Cary, NC 27513
[phone]
[)�C)^_���
- �_
Jordan Manors
�
DetailsDetails^����
Datef
��e
ecember 1, 2015
Scale
As Shown

1=1 z . 0 z
,,, M RAOKK CuFts IFFUIAIF_ GRATE AM HOED NOTES: MORTAR JOINTS It" .I- 1,b" TMICK� ,,111 �
"a 016 00 11
0. X SEE STD.M. 840.:7 USE CLASS "O' CONCRETE THROUGHOUT. " ;r, -0 " >. 0 z
!� -.4 11 TOP ELEVATION I.- --I i 2,34" o -k -M a 0 I'm IDEWALK ADJACENT TO CURB
- ;; -0 SII7LK !V SID. U) 6"
. ", BOTOM SAB < <. DETAIL SHOWING TYPES OF GRATES 1 2'- 1 144 " IWI < <.-" r >- -1 r> -
T. �� 0 5 OfOUCT FOR PIPE(Sl FROM TOTAL CU. YES. Of BRICK MASONRY. M�;,s USE ACCORDING TO WATER FLOW. 0
" = DO I I;; -1 !; I ,; -11, I MO~ I ­ i
USE #4 BAR DOWELS AT 12" CENTERS " 0. > - = -1 < - <. -1
.11 Y Y I . ;Tt 0 " ;1!q I B ,�_ - -1 � I z , , , "or?". <_
3?:il I io o.J rL 0-4 Z :2 -, !T ,; > <-, i? I,,,- Er 6
ITT 2 = -4 _T �� NS OVER V -e" IN DEPTH WITH STEPS .J I,. "= I r t r. 8o 6 t, � " I mcaq 0 zma, CURB 49*;"
WV)- r- -,n - 0 4r F "'! : -0.02 WIN,, - >
I ,a t U)_ I ' CI 00 i
I� - - - - -_ N CENTER. USE STEPS WHICH cowl ,.�� , r r CURI r Q) FAMM, !,
I USE TYPE E", 'F" AND "O' alltES UNLESS OTHERWISE INDICATED. LU - LO -09 g i ',
- MILOCK MICH CWLIE WITH THE REQUIREMENTS �_ S � CU-, is - -F I � �; :i OCL �i:i -4 1 73 R 9;i
:0 -4 I- - T a �3 �4 TYPE NGN PE "E" TYPENF'( A k 1. h1l M�_,�E;! 11 �� W&O_ - - . > ----- � - - i�_,O_
C!R T. V, - .,o RM uj<�6x
, M,3 0 _ Of SECTION 60 OF THE STANDARD SPECIFICATIM. I i 2OT-VI ------- __ 2 I., `*>
IS GET I. .01. SLAS .1 -31,4 2 0, �0- g Fill 7-.5. 1
__� 8* IF REINFORG 0 CONCRETE PIPE `0 o I = 4N- -i_ VA;; U, !�i ,.- . - - , W -
I- ., __ , -Z� z ­ ._� S,LWE 1� �J . 9
Z_ mile... =: - �-=" MR, �, 19 P=o-z� . <�_ T____
(5 AS .%Om ON STTI NO. W.00. BOX, ADD TO SIM WJ I- LL l4UP _J �, j; 0 " � L . - ,a _J , & CM> 0 �::�'-., -�- r, = < I- "
Z-) w:,* - zt A CC T _< z . ____ _1
" < - .. X I ;5 LU F=-D?�C'q ,_ ., I.- 2
MALL OVER 81.0" IN "EIGHT � " I I FE 0 =i
A FOR S�T USE a" 1-1 �NG use g W I i 11 - OC 6 1.1 g �� 5; F_ a) M - � (A
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. S6SIWA T18 " cc I Ir o �; g
;� .5)R.- e V �i"� 0 2-� 9
-4 � ACOORDINWLY� I'-;;. q I- > . SECTION B -B - .1 P 0
�4 a 1-1 i i 9 O. " Z s-;
71- .- oc " ME i > W i�"44 I'll SIPEWA�X > ;�_ 'N -, � r I . , WALK TRANSIT&% .11 ­_­ ....1.111 � I,.: S: I I
. PLAN -"-X CL T, . I .1 r. >� ILI - IO ,-- , ICE . 0. 6
CONSTRUCT WITH PIPE ORMO MATCHING. 11 - 5 2 f I g - t .
2 T SECTION 9- CHAINFER ALL EXPOSED CORNERS 1'. .1 29- �: ��
tar ION
* TOP ELEVATION i. DRAMNO NOT TO SCALE, - - -_ 8 1 h T �1, PC - I, - ON T " 'A'-'- '_ - , z A ,,- - ,Q� 11 6112 , i ! VMITION OF TRANSITION A IUJ
6 `� I 1. � - � � 1' " "' 11,T TRA%M�-] � , I In - � _U , I - - : t_ RB . I - - - - - I - I 0 - #
I - - ---i ; , - - - : - - WrIiR ing ing
t��JELEVATIGN �, ==:m!, I 1. ..===_-.&,:ft� � - - __1 V0, L
on"Mr-fl, I STEPS _ VARIA&I %MS W ��,--- N% , , I ;!ii INS � At- - _ _PE
I . M. 640.88 1 --:1 , , _Iee�_ 1� Engineer* Plann
09 M. NO. MIN :� E�] ;�� - SECTION B -B I " 11 k I � TAKE
� T ­ . j11133Mxamalm" 11 V, �:, -, ELEVA710H "RASt" *
- 7!- - - - - - - - - ' � I - - I I , I -
214 N z ____ � I I
ML . - - TOR, ELEVATION Z 0 ." M ,W "I � -11,
ITT , , -- - - - - � - , , I t. ,
z I - f J I I ", I - A , = z -WATER FLOW - SAG - WATER FLOW - __ - ISOME RIC VIEW I'--- ",_ Z! ,-, _______�_ Site D
- 9 I F, I � ,-��-,,-,
M r- ", L.L 9 0 � M VEMALK M ISQUT019 Y10 . CC
g � PAY LIMITS FOR OURA PAW 0 z
- V T " = � U_ cc
0 s � I , SECTION A -A "a M : .1: : 0
- � r- NOTE: A PON R MTN SAMPS LU X I 14%811,6 U. cc
9 " MY E "I'DI&PIJ " r- UJ
- C) . I 0 hot � S, THE RETURN. " !I . 11 50 SE MAYNARD ROAD
= V) . `� T "I . 2 H, M M DO 2TYMP 'IF" /-TYPE ";' a 0z III-- 1- MIPOINT �l
1�4 X * - G - " M o . = ;� 0 ,O 'a (4) CD 2 1P
VISIM YA '. z � 0 X 1. DETECTABLE VARNIAND DOME$ WILL COVER 2'-0" LOOT14 AND FU" SLOTH OF THE --I X
N A ,0 .4 - ,1111 a . I - g I 0- 0 DO __ - I 1 ;5 Cn RAMP FLOOR AS SWM ON THE DETAILS. ","', I � :01 " PAY 1110ITS Of OAS RAMP " -
RAISED FLOW ARROW 2. DETECTAS1.1 WARNING DBMS$ WILL CONTRAST VISIBILITY WITH ADJOINING SURPACE, EITHER LIGHT 014 awl � JOINT - 11 � @3 SUITE 260
MIN. 6 a: W = , , 0 Irl 0 0, OR OARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. - ­ p M"99MI111 -1 P S IL 9 0 0, < &
1, 0 �r = h )* � 11". a I- � 4', 4' 5 a � � "I"
.- I LANOING = 9 I � "
x )IP a -, I(' I lb -%i �- `1 2 = ! I W 2 = . < CARY, NC 27511
C .4 2t , f 0 -4 O 23,4 " r- - - - In 40i = � I in
IM �. .- M a g RAW MID* AM 15 VARZOALE 11 -11
W'm . � 1� U1 9
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t=r-,, l.� I z 0 i � > I =
f 6"KIN. - - 0 Q%Q 9 0 A a, a M [phone]
,13 - 15- 0 1 7� 1 1 WALK
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E SEE NOTE ;: . , j± � � 'fA41"q%�,
M T - _1L ­:�: � W �u P )-- � 11 11C t; ca 9 9 g ± _". F o 4 a 1 ,I
T V*OERE 4rT0 W PIPE IS USED U - �r .L. -1 "a / 0149-mtv,191�1 a .1- W =
� VA4ERlE 3WTO 3r PIPE IS USED -q 5 M ^ - z . I.W .01� . 3 .0 Is 0 � C-0329
I i 1= . , i � EXISTIN M
M 41, = .0 IV
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z . J-4 5E 9 i it" �r W LIJ Z-4 z � POW L'1_ H, - 1111'.� .." .. = 0 a =
. I � --i - "MEM OF THE SAME , , . .I* ,� W 0. -4 'A t, I M '01M. INT.W."' I W �_
ral- ., YA = -n �i 0) --I G) i. @ 9 + S . ... CROSSWALK LIMITS. 0 @ @ @ @ @ @r " DIAMETER - to
- - - - i i 0 M - '.) . - - - . -
- z CC = = _TI � = :a In _J X
Fl:_� 1L 1 2 AC� L.- M -1 M
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P-4 I : z 2'- 11 13A'1-4 I.- ___" 2'- 1 144 N _ 11f, OLL .i- I S! . U1 M . THIS PORTION OF kw UJ
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1�1 I_ I 9 � -t l­l� ,N1' ­`1M " , - DISTANCE FROM FRONT EDGE OF SIDEWALK No,";
. . .; I - k-,� ! i � TO BACK POINT OF 12; 1 (8.33%) SLOPE. I . PLAx DETECTABLE wARRUw. DOMES To COVER Or -c" �ENGTH AND
I . f 1,�,'�� . BACK OF 810MLX CROP RM::M FDA ALL 2. PAL WIC OF THE 4M ON THE DE AILS.
VAHERE 42'TO 54* PIPE IS USED � � t . : 'IT I ."­ �71�1_4� SIMMLK SLOPES. OBTAIN VTH Sa CONZA1010TH A1JS
- =� 4!i� N11 I .. BACK OF 0 PLAN VIEW EITHER L114-014- TWOR DARK CAVLIEWrr ISMEMN& . ,d1l,
MUETHOD 1_� , , ­ . . IOUIALK MOP MOU ED FOR Ea:��i� 'A"',
" SLEAN WWN CT20n SinuALK SLOPES O.G4. DUAL PON I P I a COVERING THE ENTIRE RAMP. PLAN VIEW - a
PLAN PLAN . � ? R911"LE WARNING DOMES 44AII FLO-OR WZDTH) DETE LE_WARNIN4
1 646 ___2)__1_J 1 46 61 I wy M. ,,, OQKS DUAL SAMP43
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IUSE ON FLAT GRADESJ�,l AM LOODER OPTIO MANHOLE -;*T " ,, I �, 1, �O - igej
" I BE. 61EANLERAL NOTES .9h (WITHOUT TOP) I , ' , 1�_' "M I I .`/
144 4 - FOR FLACEMENT AND I SEE STANDARD 840.64 11 � IF. %.
I I PROPE&WPE
, I i 1\ SEE NOTE 4 SEE NOTE 10 V ,
I - STEEL INFORMATION I � "
8-0-1 _T� 'l-,11 - EBBED GUTTER LINE 7" - 7" FOR MANHOLE COVER & FRAME --- I - , , , -�v
EXPANSION JOINT -4 -0-11 . HOOK tl�-2%Ii- RADIUS HOOK � ,,- - " -
PLAN OF TOP S SECTION S- -n 9 I- C � �) BRICK MAY BE USED TO 9 I= . I ----, ,-� Rev*sions
M I FINISH GRADE ADJUST FRAME & COVER 0 Ly . C V - _�, - -
z ELEVATIQ = ;z; ." ITT PLAN QF TOP ,% TO SURFACE ELEVATION VAX. V SID K St ,,,, , .1 _T_71'1_��
Go 0 -n S fly" I" CONCRETE TOP SLAB = 0 M SSE I LK I M ITT cc
NORMAL CUIRS AND $UTTER ON LIGHT GRADES UL C; 0, z :', 'V E 12 � = X S I :: I I 0
Ix �: a" _-rws 6 1114- CTS. BAR DIMENSIONS ARE OUT TO OUT ­ I "S" BARS %a W 0 2i 4'-D- (TYPI UIJ r- PAY LTVFTS OF' RETROFIT CURB RAMP I 11. =
.J10 &O ig ,H IML11 F; 2 '..", .,. $, 0 SEE " - # I] PR w 01 /1 5/16 Per Town of Apex
H 2: TOP ELEVATION NORMAL GUTTER LINE " C9 W - . z I.. �3 W W SEE NOTE 4 1 az III-- DO I 1, 0 I -
:E I 11 M � = [off--, E3 I If z
F�a E #8 I,*" BARS i EXPANSION JOIN � M X 7 r� --_ " Q W _W I - � EF NOTE 10 � " X I i 4, . I 6-4 �
R �3 1 ini (w, -4 M � - I I I I I All . ­ - S = I " I I r. 0
1. MIS OVER, i = )MA, ,L::! Zz It", 0 1,0 1 st review
----a !L I Cq - - - "I , %I i CL
0 a V C > blutmLit. a
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_r_ �_ = IV z - � _117-4 -02 0 M 0 I z !r I ,It I .
1-4 " r, I > k
;d 30, !R 0 0 3 VY., z � § 4'-6- a On a 0 9 < ,:: I z % I �
C; .4 - - I ,a a I I � I? = = IMMI 5 RAMP WIDT� dtA i : 1, a
------ IT,----- - kX M to I W DO = � L 6 4 % , , % DO
A = s" � 1 "­DEPIRIESSED GUTTER LINE z 0 C* ., :: g I 0 o< 0 = = a % , I % I =
- U11 ' I DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. z W 0 " 1, I =
T 0 5 - I EXPANSIDFNJIOtINT� 7 ' =) . R , � IS VARIABLE 1 02/10/16 Per Town of Apex
,, �'���,, 6 �_o I - .1 . . ;1 a 11 .W I . W On
.. ...... � A � a .
a _ z - IL > � a
'ID .� �, il 4 . 11 i J ,�. z � 00 00 ,_r1.F"qM.O., it 1, 0 2nd review
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ELMIO = -% 4- � "I
he . C STEPS - SEE I < g a
M � 11 SECTION 11- Ogn NORMAL CURB AND GUTTER ON STEEP GRADES X H - 0 9 . .4: N - / 1 11 .- 3: � DETAIL JMING 19�w. KS AND STOP LIN a) C3 LU ,11 1:110 @r # 11 I" F 0 0
0 > #`1 ! k = (a 1-1 2 - ES X 0 2 . !� IN "
1.4 GO -4 �,
CK "To mostroNimovia 1-1 cc z t ". DO -4 z -4 � I i�, = �_
z F) Nnl*W WWNSIOU AM GWAMTIMS POR 041 ON . W14NT. 4. WITH No I=R)- 6 0.4 0 , .11 to R -M-10.113 �. I " .. V)
I _J to PIPES SHOWN -4 0 � --I 9 � @ O' 09 02 @ @r DIAMETER I I co
DIMENSIONS 0 a" ARD, PIPE TOP SLAII � ICU.YDS. CONG I IN BOX BRICK MASON 0 - . MEET "A" FDA IN n I'D, %, 0 N %, I ,_ 11. " -1
"I'll __ OeMMIONS _iEq "n .J = 4,� 1 % X
DIMENSIONS ..... WARS co C "" ,, �. . SEE I ILLU$TRATIC M M 11 ,
9 PIPE SPAM WIDTH .I. SPAN MIN. HEIGHT .V - WS- TOM TOTAL a TOTAL D ONE PI E z = z 0 I :1 -DOWEL "C" ONLY w 116 Zi = 0 O. = M � I -, 'I, , _J LIJ
a -0- a H "I !TE -I - ISLAS - SWE ,M. rR.C. LU 2E
0 A 15 I 1, I NO. LENGTH - M. - LENGTH .. 'I. LBO. SLAB . .". I a z 1 1" / SEE NOTE M LIN or 2 0 1 1
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121, 31-0" z -;r __1;."___.L�._ g, -v 0 W PORTI I IF P
- , I - - M-1811 4 411- 0.9aa 1.2" 0.031 0.047 = 9 PLAN OF BOTTOM SLAB CONCRETE SLOCK I . 9 I.A. wi LqTHIW ",_ ,_ ------
*:an-- .- ,3" I - 0.281 0.281 1.044 1,324 0.044 O.GS5 a k Z �_ (99E AM 10) - - - - - - - - - f
11-1. 1 3-91, 0.291 0.281 1.204 1,4B5 0,078 G. L21 I ROADWAY I . EE ;'I
_ - "
0, -V7 4' 3 -i7 -7 0.141 0.374 .021 1.606 2.217 0,122 0.104 NOTE 1: CONSTRUCT SEqTJON l 11 11_�, " I"
4' - -4" 4 11-01 3 4 -I" ,:B" OF THE PROPOSED WALL ON THICK, I. PLAC E WARI11.0 OOM�S �O CO -A �'-O' LANGT� AND
4-9 - 2 .0 Z_ 710 f- -7--, -*- 1.914 2.Sig G, ITS AND SECTION A 12 THICK. t a = PROPOSED, CURB RAMP W1 LANDING ALLOWABLE LOCATIONS FULL WIDTH OF IKE RAW FLOOR AS SHRIMP! ON THE MTAJLS.
3,�r If 4��4 It 011 g .*4ts a D. - - 2. MAIN V] CONTRAS WITH AWOLMING SURFACE.
- �1­ -0" 3 V-3' _2�_ -f- �3 HIT * . . I . 4 . I F DSTRUCTUREEXC , - 627 69 LIMLOWDARK, TOP DARK-ON-LIGMT SEQUENCE
I ____ - 373 0 ION WILL BE REQUIREDFOR APPROVAL� 1V __�Ilt DUAL RAMP RADII ........... ANY I
_= 2: 1 EEOS lX-O" VERTICAL ", - _
3 �-r 4 11' NOTE PROPOSE HEIGHT A I ;;a
IF 9 H W M: .883 2.415 2�oo 10.313 0.417 DES !tt�l��-t'. rl`t�r PROPOSED OR FUTURE SIDEIMALK R:�ni5 NO EB;
W -S" _'. 4 .", 4 31-3 a Z-3 41 0-17310MO 1 O' . NOTE 3: USE SINGLE MAT REINFORCING STEEL; I --------- --------- PLAN VIJW
IFEET 2 OF 2 2'-7- 7-771 4 3',C' 6 i'3' 3 W-3" __t7 - I V ­Y1 WS a 1114" '
I �J T.21 1 10.448 1 D.6159 - 00 S.465 10.308 0.695 SHEET 2 OF 2 1 SHEET I OF 2 EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU CONCRETE BOTTOM SLAB 139t -t I OF 2 OF - REZEE21 DETECTMLE WARNING DOMES DUAL RAMPS
- RISER K48 .321 CUBIC YARIMI Of BRICK MASONRY PER FOOT HE OF HOOK BARS IN BASE SLAB. ANY RADII __
1840.01 IGHT 1 840.34 - El I'D. MIN. FUM WIDTH)
- WVW 1840.341 W;. 05 1848.061 1848.06PI
__
2 0 BACK OF CURB 1PINDU%ft� MD - BMW NOTES: is 2 0 z 0 z 1
-Mo, . Un ARDS USE CLASS I's" CONCRETE THROUGHOUT. V) g. NOTES,
X INIOVIDE ALL CATCH BASINS OVER V -S" IN DEPTH WIT14 STEPS 12" ;:! ? It >-
< :-4 � 2:� 2 Mo 2co 2 MV 2 CO
. ON CENTFR� USE STEPS WHICH COMPLY WITH 810. OWING 040.06. ;�. z < < < -4 1 - CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING !� >g :11 '.. >-
?" 5 . S 1;5 M - = - t; F5 PLANS OR AS DIRECTED BY THE ENGINEER. < CURB RMPS AND EXISTING SIDEWALK
� 9 >409 1 "; �; r5
= . I ,; I -,r f ,;
OPT ONAL CONSTR ION - OMLITag POUR, 2- amy. OR 04 BAR OMLS AT . 0 1<'I -
r-2"'. I - - N09 P 8 In -, ca F 0,1C 0 9
M 4-01 �-�J�%��,.�. :�­_? 12'ICENTERS AS UCTE THE MEER. �;Q'",-40
Y . .. ��, Y 9 1 - DI CIED By &100"z , ,_4 L.!3R�:i Mz X-4 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL � 0, 2;i rr, i - �-, "o
" -4 > !..: I -_ - ; USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. OW= Il -t --I > 00(1)= , =
. A I I MOVING CURB RAMPS OR MARKINGS AS M40M CONTACT THE SIGNING AND 13ELINFATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. Oow= - -q�> �§dd_"z
.R*19-1 'r #.-----If ." IF REINFORCED CONCRETE PIPE IS SET 1. BOTTOM S. OF BOX, AWO TO SLAB U) Pq I 9 M-1 i o ?� 1!1 LL ,E GO
- � . -, �-�, LU < R!R I 9 r", LU "
L , � 4 i,. I'l AS SHOWN ON $It). NO. W.00, o- 9 I 0 � . 1� 9 I -.,-:-, - R M 3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL !zu I *t�
= ­ � :0 9
. ' I— " CO 0 I- � go Rom !� =
3:wPiR . 1 WITHIN THEPEDESTRIAN OROSSWALKLINES. �_Z_ En 0 o "
. 6.- v, - B 'n USE TYPE -9-, 'F" AND "S' ORATES UNLESS OTHERWISE INDICATED. X LU z = X W = ,111 r -"n �_ = LL 0 LU : ; ;; I �: ; ; z
z _;3 �� , , - - - J �<._ 1,_ 9 q i1c; 9 F t; E - -
�, I I " '. - -1,3 r- z,4 -6 F? -n
. - FOR lB'-Q" IN HEIGHT OR LESS USE S" WALLS AM BOTTOM SIM � OVER ILL " F_ _J co 16- I I It I I I I UJ
, I = - U. - G) "
al -O T GENERAL NOTES: "` % ;� I I ;; ;; I I in
:`777y"'. TO IS` -O" IN HEIGHT USE S` WALLS ANO 130TTOW SLAB- ADJUST 0,0:� irl I, 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. I'-1 �,G)O"
, � TE OC " j5g� U_ I
r. ��.,.*.. IS 9 . FS 00< . - z 0 = 0 "
�
­ . WAN I I ACOOROIAKILY. > Ir 1 4 M = .
i� �_ I = - V9 " > >
il! 1. CONSTRUCT WITH PIPE CAOV" MATCHING. > -4 � USE STANDARD OR JUMBO $RICK FDA WALL CONSTRUCTION. SOLID z I z -
0
.< I.: > -4 > -4 >
W_ 9 - CONCRETE BRICK Oft BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL 'Il4 I 9 . ,
11. " ERIAL ,, ,, �, 5. REFER TO THE PAVEMENT MARKING PLAN$ FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT - 1,
0 PLAN - GOO . 0 0 ROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. 060 " - 16- 1-1
z -io-x T �&Ef MOTE CHAMFFR ALL EXPOSED CORNERS I", uJo " UNG7H WBGHr . LIJ P ,� U, Z9 LU C3
9 DRAWING NOT TO SCALE, I. 0 - . z BMARR 1,2. a A . z M 2 � I I .1 I C3
1 PP ELEVATION , 10 PRECAST UNITS MADE OF CLASS "AA" CONCRETE MAY BE USED IN LIEU A s 1 #5 9.7, 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. - I I if ;; ;; ____
0 . OF BRICK MASONRY CONTRUCTION. SUBMIT DESIGN OF PRECAST UNITS 8 14 #3 a, -a, 00.3 I I It It ,AICMA sadinivur - : : :
FOR APPROVAL PRIOR TO CONSTRUCTION. � R 28 #4 11-1. � I I - - - - - -
I I ;; It I I SEE NOTE I . . . . . . . . . .
Ii \ I 11 TOP ELEVATION Y 14 #5 101.6 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE. !====
INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL STEEL TOTAL I I I F_� SEE NOTE 4 SEE NOTE 10 ke - 4'�O" (TYP)
__---n � � it .APJQ9q STEPS - $TO. NO, MOO. 1 '� STEPS - SID, � ­� I -4 IN THE UNIT PRICE BID FOR EACH UNIT. :Eia: X 8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM. - , STOP LIKE I I
A I ,*n �! INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER. cu. nl� c6m "AR, -� _.t 0 cc 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM. - - - -
e , 18") _2 5 i a
ELEVAT ON - - - - - - ______ CUT OR SEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM 1 LI! IIKI - HT. 0 in UJ JLD - Q&&_Lk_ - - - - - - - > !;� - - - - -
ITT 10 � .Ai ." M . gj! CIC a § WAL
_. M CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 0 "A" WS TIED TO .71 HT. (12"A 0 841 OC � X - - - - - - cc
U . 0 Z C It �G,-, TO THE REBAR MAT AND SET SO A MINIMUM OF 3"CONCRETE COVER IS z = 0 ril 0 - : = = -_ . 1@1&:
C.) ii - li� - LL I I UO =) 9 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE� 2 BE E ­_ ItTl K: t@qAb(
A I . 0
W 17- '. $. -E­� I Pq ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION. 0 r- UL, X I- S U. cc
Z " . � I . . tMP F I.- V P4 a " " " ii LIJ
- C) CD , � T .. � , g to I.- Z (A 11. CONSTRUCT THE COUNTER SLOPE OF THE (RITTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A 0 4 co N 3 1 , % % �_
= �7 77�**­� " , 4 � 2 LU * 0 T SMOOTH TRANSITION. z li I SEE NOTE 4 , �_
fk� = PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'.6" IN DEPTH WITH � < :r " :r Mo SEE NOTE10 % I ,,,
f1l ca T_ '. r- .* _- a : -e � it 1,� STEPS PLACED ON 12"CENTERS. REFERENCE SID. NO, 840.60. W 0 P-4 " tilt " 13
.1 . .� z z z � Z. , 1% %%
I
I - :.4 P CIO z -_ co 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'X4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR I 44 's 0 2,0 ; z zZ z z zzzz z ­- z -- z z , 06 C3
-4 --i �1. '! = a. = --I = = C-4 2 - - - - - - . to
-4 ,` 'L� - -Z-1 - - - I
D . 0 9 = > SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS. 0 -2 It = 3: MEDIAN ISLANDS A MINIMUMOF 5'X5'WITH AMAXIMUM SLOPE OF 2% IN ANY DIRECTION. & W_- > - §1b9WAL
X M ?I I __ 10 2 0 ___ , ,,,% ,%
z �:� 0 z to z 0 ;a z - - - - - - - - - - - - ___ , %, , 0 1 �
= " W M 0 1% , %. .
RISER 0. I , '. : 0 V - oL MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'. 0 DO 0 0 il. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS 0 ULJ % . a
a 0 1 6 V. to 1D z = W LU I N, " " .
CR � , . I I � f i. : 5 M a 10 CONSTRUCT T14C JUNCTION BOX IN ACCORDANCE WITH -4 ru TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. , pl- % G %%
I 1% !k 0 g
rIlL !_ � I '. L ­ � .,.";ill ; I ] :D V) 0 Z IL U; I 0 0 a ,
.4 C) 0 , - I SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS. #4 " to z > SHOWING TYPIC4 LOCATION OF CURB RAMPS, , % % 0 0
_- fl� a- ,� ;5 W � 4 c- o 1% � 14, SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH cc 0 PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTION , � =
= �_ 11 .. SECTION J_ 11� �. o- IN) Q = I *9 THE SURFACE STREET. � I i =
r-1--1 �', I,- = 6 19 , 2
*v 'C .� �$ WHERE 30" TO 30" PIPE Is USED z z > 4. I ,=
" � : 0 W - 0 X to . DO 0 . 0
"a to .. SEE NOTE F X 110 - I 16. CURB RAMPS WITH RETURNED CURBS MAY BE USeDONLY WHERE PEDESTRIANS WOULD NOT 14ORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE G) A DETAIL SHOWING jftL�5�=,g S "11 "
M A -6 , = _-N � -4 �'! " = C -
WHERE 30" TO 38' PIPE TO USED WHERE 4e TO 54" PIPE IS USED 0 0 - GO 9C 2 IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. B6= PEDESTRIAN C : = F_
RISER HT. . - " Z a 6-4 0 0) A z C0 0
- 0 UJ 0 " 0 " "
" -n VARIJA I �. T *..:'. L� � �-,­.'� ;.] 0 -, J M W "Ill S. PLACE A It" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 _J M ,n _Jl
= 0 J " , .. J , ,.., ., i5i 8 = i 2 IL Z) = X
X _____ - - - - - I 4 , I" � - " ` � .V__ -s-`-1' s III 50i LU 16 2 im PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS $HIM IN THE PLANS OR AS SHOWN IN THE MUTCD. � 3 2 Ill
-
:4 M `,, �. �� V A - M 0 9
7, �4 = � UL
1. , ... ,
. f I !".] If , A 9
. A - V I.- 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CAOSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
. -1. I -1. .1 I _.. .�, f 11 �,, I � ;
..; ''I .
I . ::i CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
.: F. LL 11 � 11 it .*
.
: .1 � '� I . ! I PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
. w- ;;w
WHERE 42" TO 54" PIPE TO USED :"�,!T 1� $.I - .��' _. f. _70 �'A � FOR RESURFACING PROJECTS ------------­-----
SMEI MEY"fUNW11MUM 1, [_Ii.l. .. . ..;_7, , [' � .17� 7 1 1 MEET 4 OF 5 I I -- -_ -_ : - EXISTING SIDEWALK DUAL RAMP RADII ........... ANY I I
I 1
040". 02 PLAN rim �� W2� "844, 05
. - 848". 05 1848.061 r14"W161
0 0 SOLID COVER SHOWN PERFORATED, PERFORATED AVAILABLE z .
2 T 9u) 2 Mo P 2 rp ";R E SD I z 0 2
EXPANSION JOINTS I.- >- :� ', ",,/- I IWWF I 1111"11 1111 14 Kim. 1 � 2 co 2'"a 2 W
<:-, 8-04� �! >- <:", STATE USE OF SYSTEM ON COVER 1, I.- >- <:-, l,_ >-
< < (I.E J;�16 T.��oj <_ 1 1;5 <
a'--- .� .. F �; .'s .: SEWER, STORM DRAIN, ELECTRICAL) I 1, "
-11, = I I CROP OURS 6AWM S NOTES:
1,,.E6 In GO I , V.40, % ,< I ,;
T�; 6 61� 11 - �go . Fz;-6-4w I MR", I I �;q .-I!q 11. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
, -* -0 6" - /-**\ �� . ". 5 -, 9 �
r"R - LL t R -_ Z' N2.;�3! ,S4;CLR= ,� I IQ) ­ __5 :X> t, 5 E R;i
� -, 1, 5g VaNNow- oou)= = -4 1� TOP OF COVER �iz,,X5*1 11"- �,,­�, 0 0,*,�- Z -4 PLANS OR AS DIRECTED BY THE ENGINEER. ;�W_
CD = -1 ,;t. I�V I RTRWI� & FRAME' 20,�V,Yl . !� -, r '-- � �L�,.',��,��",_']'7 ' , Q,=C,--q
" I -Li .. .... ......... I .... ......... ..... I ..... . ..... . .... -...- UU!� - 0! H -0 � 2 10, I S! -1 , 1� � . . I '*> I- - - - - i W:k z U. 3� UJ <0 UL
F T, r� 5 M I " -4 -L Q'goc --n!E>lll =
V)U`6` " - - - - 0 (A;" 0 A Q? g CC Ph - - - - - - �� - �-- I -�- -, 2. LOCATE C R8 RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS� WHEN FIELD ADJUSTMENTS REQUIRE I_ 0
X $R . \ !.z X Il- = " =;:� -0?e -n - 9�. I U, I
I 1 33U4 A a 8 .400p, <_� � I
F -VII - Cft 1,- LL 0:� 6 G)?g " cc a -;z j,,G)M" I., I'll 0-i
%) " T_ - I , \]ML J CIC 0 A� . ,_ .1, �i"< Z,G)R- 3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'X4' CLEAR SPACE AT THE BASE OF THE CURS RAMP WILL FALL CEO"
�, . 0 > y ;z = . col'"U-01
P l, R "I ga: "10 If il 4 4 *;!S: _1 , I - 0 01M I 0�-;g WITHIN THE PEDESTRIAN CROSSWALK LINES. 0 0)
- 1. X > I , , -
� `3 � > C, > 5 -4 � 11 11 I �, , � . , > - - >
I -;1! . z I ,_: �, f.:
0 I PLAN F.: - W " L - ---I L - - i CL E3 - l(' , ,, !,A,- :� _­,"', ­ __ _ . A _ __ ___ - - 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
� - - a -I J CL. UJ 0 %% I -I- "'"' -1 "
� LL CURB AND WITTER WITH CATON BASIN ON STEEP OWES UJo , I ��,�!- ��­'� I ORGANISM- I MAWTITO,, I 'I"' I "T 'Ou 0 2 1. a-, 0
A
- . I
- DO � I , I 0 � �t" R. , 0 z E " 43 - I. zo �
. a , --,, - - - - - , -_0_____ _t
- - A, TOP I I 11 - - - - - - R 5, REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
0 - \ EXPANSION ,JOINT '" - 4- _� ---!NLT -
� 0 USE ON FLAT BOTTOM OF COVER 1121, OF 1, _T PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER,
_V. -71 ,-,- , EXISTING
GRAD" 2% AND UNDER 7 911"'i
_t_ - I i 11 R. _% I I , �
U± -� A t -a %k " � �,_ -1 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
S.�4 - 1k I I 11 11 ,_�_, EUVATLON
,_ � I -,. I 1. DEPRESSED GUTTER LINE PLAN Of r&X18 %I' I �,�, ;� I �___, 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
EXPANSION 'JOINT I 0 1 _X -a , - - - - - , - , ,
PLAN OF NP_ SL SECTION S_ Ul III X M I I "" _77��� M 8, CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
M 9 PLAN OF F 9 W ISOMETRIC VI - ------,--, -,- - CC
0 Z ELEVATION F, z z 9 M 9 '.1 I 11 I I 0 ITT z 9
NORMAL CURB AND GUTTER ON LIGHT GRADES U- = r- U. 9 X r- LI_ Ot X 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM. U, =
EXP ION JOINT UL! 1-1 - ILLI
2 12 H 5 - - 11.111V 0 " 1-1 : :I W, " P
CD to CD z Cl) on ... . Ill 0 �_ w 0 �_
- 0 C* NORMAL WITTER LINE Z IC LU lIC - " -4 X PAY LIMITS OF CURB RAMP � z I— -4 CX* 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. z I-
I'- EXPANSION JOINT 11 - go ;; 2'-1%"- � - , NOTE.' A PORTION OF ORE 06 BOTH - = " - =
Ott N 6 #8 "W" BARS #4 BAR 1. O. 0 RAMPS WAY EXTEND OLMSTOV a: tD z 0 W 0
0 1-1 I =0 5 0 �3 ­ -,,11N. 0 __4 11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 514 AND MAINTAIN A IL
- .4 -4 E ON E E = IL -n 5! 1% I I:h N- -$A" z 0 .% C � � I., ­ . I 1 2 = > SMOOTH TRANSITION. I ILJI
��ly I z � 0 - in
:e M g f0m @6ES _-N F I Q -_ _10hll , IN X C M 1. - I 'I < 0 0 3 Tz
� , M z
- 0 - It :0 M = Ua 3; 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'X4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR a
a C) > 0 I I AM cc 9 RAMP GIOTH A_FWA IS WAIA3LE 0 CC
I 11 UTTER LINE W 3 .1 .1 . 'C­
___r� - - 0 t �� I . �. SAS�Oly 10 Ot in M
� � = Lt .. a M I I I I I W = i Lm z cc W MEDIAN ISLANDS A MINIMUM OF WKS' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. in
--t I -0 - - --I go, a � -W A n = 6 Z
.�/ I I _'J I > > 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF S' WIDE, CONSTRUCT MEDIAN ISLANDS � cc 8
� � z a @ 0 � EXISTING cc 0 a
.. t<; � � z I I / 'l I -It:-It" __7F ,_ �.. 6 9 6 = To PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
r) 0 . 11 11 EXPANSION JOINrr .L,.;� rl 2 or 3'. a It IF" ill �, 0 1 1
0 Ill I . - � " \ TYPE #1 I 1 *4�
"D ELEVATIO F I \ 344 - in - V _1 CA a 0
3! T W S , I I ... I __ z �; a 0
0.4 9012" 8-8 DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES LU z a - I 1,1� '-' -4 �- 444 - z .J I I ... � II -4 2 � 14. MALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A WKS' LAND114G AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH z
4 = CC Cm 0 Z i- 1 -4 z 1_TM.V.M%W&U" :1 = F- =
M 2 W Q - a) t 2 0 -4 0 THAN 60 OF THE MASS WIF -4 � THE SURFACE STREET. I-
i NINMW wmtiow Am WAIFFITIAS FOR COM CATCH Saiil ND Otis") - 0 XN - T 11 _v-10411 . DIAMETER ll . co -4 0 DO U3
0 " z 9 , d a6 M �1, .. - -
M DIMENSIONS OF BOY AND PIPE C I CU, TEE. -C -n i / ALTERNATE :" :3 ITT 16. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. T14E ADJACENT SURFACE -1
COW. IN _J 0 1 -t kt� ,A X = "ll X
My. a 1 DEDUCT LU
z -11 0 , MONOTP11 z 2 IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. LU
PIPE SPAN IWIM WIDTH SPAN ININ. HEIGHT! IVENSTON 1 SARR-U I BARS -V DR.. M R �, �, SECTION B-0 LU J_ I 9
;:
0 E F moo toloTH M. LENGTH No. 7�i_ -SLAB N 0 = I Ff T - - - I 0 .1 . Ull �jl DEVELOPER:
= 0 A I 9 C a H FLENOTH 1 . 4�4 I "IS PORTION ,
_. 711. tkmE� III � - - J \ , 11 . I , I I , - UJ
. 4t" �- - 1 2'.01" .11 \ MINIMUM WEIGHTS - LBS. - _�____
I - j��_ .- .. _. ­ ­ .- ­ _. I .- ­ __ 10,235 10.772 0.0115 10.020 '� 16. PLACE A �2- EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
-r-
., CROSS&" LIN S.
__ 1,1 V�2- _ 11�1. - 1 __O�236 0.nq O�Oz!l 0,036 i - y \ FRAME - iSO .1 � 1. Ian Mmm 10, - - - - -- f
14"_ V -O' Z-2- __ W-3- 0"m 0.887 0.2a 2wO49 / COVER - 120 Z
'1.9� I --O.L35 1.991 0.059 0.005 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD� Milestone Developments, LLC
24" 3!,O' Z'-2" __ - - - I I TOTAL - 300 E&IFS1 . ..... SEEADIES, .
V-0" Z.2" 4'4" _ V-2' _!!�� 4 11.1. I S. -O a S 0�3211 � 1,433 OA97 SECTION A- 1. PLACE DETECTABLE WASHING DOM TO COWA 2'-O' LENGTH AND I
V-0- 2'-2- _.L-47 ­ -S. I .4;1:. 39 0.123 T -1K. \ 1�t / FU L *IOTH OF THE RAMP FLOM AS SIMN ON THE �AILS. 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
- , .a:;� 4%9" -4 4 -O' 4 I' -It* 2 3'-O- a :;L -_r 43 OJOI 0.358 1,714 CRIL
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:a 54. 4., -7--2' _SS2 I. 1. .'$ 11 !SHEET 1 OF I CMR NO THE zNtTRF RAMP. DUA. RAMPS
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= M "' '; � 1 wi� �YFE ';2 1-44C _106 140, MIM. FLOOR WIDTH) Cary, NC 27513
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J - Fam P 8110191 L.JW !I I .1 OML ... A WALL 1,,� _J z DIMENSIONS CONCRETE OUANTITIES FOR ENMLL " -4
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I x4 ;! LIL Q - / I - 4'-O' W-0" S'-9' 8 1 2'-S" 8 A'- 1 1' 4 0* -Q" 2 4'- 1 I" 47 0.560 1.931 0.321 1 2.920 0. 0 � ,,�e I 0'.9. 4'1.' 0.10 I 1'.0" I v's., V-0 ,,r 0*20 1 le 24$X40*0` SIM RODS is, $I 2,-r le -10, r -O W -V I
,, I (APRON SUPPORT NOTCH) z ___1 4'4& 4'- 10. W'a' I DI 31-t- 1 9 1,W-7* III I'-5'1 3 5'. T' 1 67 0.704 2�500 O�370 CASO 0.243 'I'S. _ 3.GDR 1.0'.08.12.1m.1 ir 11 2' 3' r-io' S.e V-1,
I I �1; -_ - --- 9 181 2 I V -r I O'.11. W-iol 0.16 il'-3-1 I'.$' _2::n� 7'-r __?��28: _� 24SMF�0" SIM RODS I I :
4 31.0� )P; : ; DITCH GRADE 0 48" - I 1�11' 4 6 I -1 . 87 0.823 3.013 0.407 -.-- -.-.. � 24� 243XW-o' SIDE ROOS 4.512 24'4XI-MM. I - ­ 3'-*fJ 2!�C 4',O' W -11V
0 _E494 - Q - ; _'. 14" i�21il" '!I � - 1'. V-10 I O'.w r -e 0.21 11 V -S"11'.10' O'Ai" O' -V OeWl __ --I �
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81-S" 01-011 71-91, 'lP f� iss 1.311. 4,539 0.404 , � i 0.30 I V a" 2!-I' ,,-I- A�L -
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PROJECT #
15070
DATE:
2/19/2016
SHEET
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OF
The signatures affixed below certify that this sheet has been reviewed and approved solely per
PROPOSED
the certifications signed on the cover sheet of these construction plans.
30' TYPE 'A
BUFFER
ii #411 Al
CM — Engineering Date Public Works —Env. Programs Date
— q X J(.A2('�k 3- w
CM —Transportation Date Planning Date
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PROP. 20' PUBLIC
CM — Building Inspections Date Planning —Transportation Date
UTILITY ESUNT &
FU TORE 20' RIGH T OF
WA Y
Public Works — Water/Sewer Date Fire Date
A,
Public Works — Electric Date Parks, Recreation & Cultural Res. Date
Public Works — S & E Date
tj
Planting Details, Landscape Notes,, Landscape
Calculations, etc. can be found on sheet L -G.
19
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1-15-1 - AS PER TOWN COMMENTS
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SCALE:
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PROJECT #
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DATE:
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Date
Public Works —S & E
Date
Planting Details, Landscape Notes, Landscape
Calculations, etc. can be found on sheet L -G.
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The 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.
Planting Details, Landscape Notes,
Calculations, etc. can be found on
CM — Engineering
Date
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Date
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Public Works — S & E
Date
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GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
REVISIONS:
10-9-15- AS PER TOWN COMMENTS
10 -28 -is- AS PERTOWNCOMMENTS
1-15-16- AS PER TOWN COMMENTS
2-19-1.,6- AS PER TOWN COMMENTS
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Landscape
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GRAPHIC SCALE
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( IN FEET )
1 inch = 50 ft.
REVISIONS:
10-9-15- AS PER TOWN COMMENTS
10 -28 -is- AS PERTOWNCOMMENTS
1-15-16- AS PER TOWN COMMENTS
2-19-1.,6- AS PER TOWN COMMENTS
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DRAWN BY:
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PROJECT #
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DATE:
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SHEET
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VN2
I
ROP.VELOC TY
\ ISSIPATOR ( EE ET
LOT off 91
\ PROP. BMP ACCESS &
MAINTENANCE EASEMENT
"rl
p
i
�
PROP. 40' TOWN OF APEX
SANITARY SEWER EASEMENT
WIN
IKIM Mi�lll
Esm
Manors Dr.
• ■ �.r■ .. • vvr.•v
STORM EASEMENT
I0 --JP
'
ry
ES 2001
INV 256.50
WET DETENTIONPIANTING PLA'" - POND #2
PLANT SOURCES: ALL PLANT MATERIAL SHALL COME FRQf'"1 LOCAL NURSERY
STOCK. IF A SOURCE FOR A SPECIFIED PLANT CAN NOT BE LOCATED,
LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT
FOR A SUITABLE SUBSTITUTION.
NOTES:
!. NO TREES OR SHRUBS SHALL BE PLACED WITHIN !Q FEET OF INLET OR OUTLET PIPES, OR MANMADE
DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS.
2. PLANTINGS SHALL NOT BE PLACED ON BERMS.
3. LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SPALL BRING
ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
>Nl� 000
Will
4. ANY SEED SHALL BE APPLIED AT THE RATE SPECIFIED BY THE MANUFACTURER. IF PLANT
ESTABLISHMENT CANNOT BE ACHIEVED WITW SEEDING BY TW'E TIME OF SUBSTANTIAL COMPLETION OF
TW'E STORMWATER FACILITY PORTION'. OF THE PROJECT, THEN THE CONTRACTOR SHALL PLIANT THE
AREA WITH WILDFLOWER SOD, PLUGS, CONTAINER PLANTS OR OTHER MEANS TO COMPLETE THE
SPECIFIED PLANTINGS AND PROTECT AGAINST EROSION BEFORE WATER 15 ALLOWED TO ENTER THE
STORMWATER :BMP FACILITY.
5. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE PROTECTED FROM INVASIVE WEEDS AND ANIMAL.
DAMAGE (STAKING, NETTING, ETC..) TO ENSURE PLANT SURVIVAL.
6. ANY STAKING SHALL BE REMOVED WITHIN 12 MONTHS TO PREVENT GIRDLING.
7. ALL PLANTS SHALL HAVE A 2 -YEAR WARRANTY. AT THE END OF THE IST YEAR AND AGAIN AT THE
END OF THE 2 -YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE SHALL BE REPLACED..
8. ANY SOIL AMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE CONSTRUCTION PROCESS. THE
BMP SHALL BE PLANTED AND MULCHED IMMEDIATELY AFTER AMENDING THE SOIL TO STABILZE THE
� SITE A5 SOON A5 POSSIBLE.
q'. SWALLOW WATER PLANTS ARE BEST PLANTED BETWEEN APRIL I AND JULY 15. AVOID WINTER
PLANTINGS.
IlJ. ALL SLOPES GREATER THAN 3;1 SHALL BE PLANTED WITH BIG BLUESTEt"I, PANICUf"1 VIRGATUM OR
SPOROBOLUS WETEROLEPI'S.
MAINTENANCE PROCEDURES: WET DETENTION. BASIN
I. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED
SHELF AND THE PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED,. UNTIL.
------- THE PLANTS BECOME ESTABLISHED (COMMONLY 51X WEEK'S).
2, NO PORTION OF THE WET DETENTION FOND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL
FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
3. STABLE GROU'NDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT
LOAD TO THE WET DETENTION BASIN..
4. IF THE BASIN .MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING
OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO TWE MAXIMUM EXTENT
PRACTICAL..
5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
r+
PROP. BMP ACCESS & �
MAINTENANCE EASEMENT
St
LOT 90
-``----.. L 0 T 89
20 PROP. PUBLIC
D STORM EASEMENT
2" F
34_PW
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,Y 1 In U'1V U C Mm CkCA
♦� � .��►*i #mss � ♦�
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DISSIPATOR;(SEE
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PROP. BOARDWALK
SECTION (201)
a r a lir
i
PLANT LIST
KEY BOTAN NAM COMMON NAMECZE ROOT OOT UAN. REMARKS..
O CAL E
Iris vir inica
Blue Flag ris #IPot
Cont.
CM —Engineering
2O.C.
oc
PW _
Pontederia cordata
Pi k eraLlweed 411 Pat
Cont.
to remediate the roblemz
2 O.C.
SF
Acorus sub rdat m
Sweetfa �PotCont,c
BMP element:
92
3611
o.c.
S
.
Asclepias in carrots
If
Swam Milkweed.... Pot
_
Cont.
22
!1
2 O.C.
C F
• •
Lobelia cardinalis
• ►r
ar m l Flower
C d a Pot
Cont.
111.
rr
2 O.C.
JPW
Eulgatoriadelghus fist iosus
I ,toe Five Weed 411 Pot
I Cont.
205
1 2 O.C.
PLANT SOURCES: ALL PLANT MATERIAL SHALL COME FRQf'"1 LOCAL NURSERY
STOCK. IF A SOURCE FOR A SPECIFIED PLANT CAN NOT BE LOCATED,
LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT
FOR A SUITABLE SUBSTITUTION.
NOTES:
!. NO TREES OR SHRUBS SHALL BE PLACED WITHIN !Q FEET OF INLET OR OUTLET PIPES, OR MANMADE
DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS.
2. PLANTINGS SHALL NOT BE PLACED ON BERMS.
3. LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SPALL BRING
ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
>Nl� 000
Will
4. ANY SEED SHALL BE APPLIED AT THE RATE SPECIFIED BY THE MANUFACTURER. IF PLANT
ESTABLISHMENT CANNOT BE ACHIEVED WITW SEEDING BY TW'E TIME OF SUBSTANTIAL COMPLETION OF
TW'E STORMWATER FACILITY PORTION'. OF THE PROJECT, THEN THE CONTRACTOR SHALL PLIANT THE
AREA WITH WILDFLOWER SOD, PLUGS, CONTAINER PLANTS OR OTHER MEANS TO COMPLETE THE
SPECIFIED PLANTINGS AND PROTECT AGAINST EROSION BEFORE WATER 15 ALLOWED TO ENTER THE
STORMWATER :BMP FACILITY.
5. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE PROTECTED FROM INVASIVE WEEDS AND ANIMAL.
DAMAGE (STAKING, NETTING, ETC..) TO ENSURE PLANT SURVIVAL.
6. ANY STAKING SHALL BE REMOVED WITHIN 12 MONTHS TO PREVENT GIRDLING.
7. ALL PLANTS SHALL HAVE A 2 -YEAR WARRANTY. AT THE END OF THE IST YEAR AND AGAIN AT THE
END OF THE 2 -YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE SHALL BE REPLACED..
8. ANY SOIL AMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE CONSTRUCTION PROCESS. THE
BMP SHALL BE PLANTED AND MULCHED IMMEDIATELY AFTER AMENDING THE SOIL TO STABILZE THE
� SITE A5 SOON A5 POSSIBLE.
q'. SWALLOW WATER PLANTS ARE BEST PLANTED BETWEEN APRIL I AND JULY 15. AVOID WINTER
PLANTINGS.
IlJ. ALL SLOPES GREATER THAN 3;1 SHALL BE PLANTED WITH BIG BLUESTEt"I, PANICUf"1 VIRGATUM OR
SPOROBOLUS WETEROLEPI'S.
MAINTENANCE PROCEDURES: WET DETENTION. BASIN
I. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED
SHELF AND THE PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED,. UNTIL.
------- THE PLANTS BECOME ESTABLISHED (COMMONLY 51X WEEK'S).
2, NO PORTION OF THE WET DETENTION FOND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL
FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
3. STABLE GROU'NDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT
LOAD TO THE WET DETENTION BASIN..
4. IF THE BASIN .MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING
OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO TWE MAXIMUM EXTENT
PRACTICAL..
5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
r+
PROP. BMP ACCESS & �
MAINTENANCE EASEMENT
St
LOT 90
-``----.. L 0 T 89
20 PROP. PUBLIC
D STORM EASEMENT
2" F
34_PW
P-1
,Y 1 In U'1V U C Mm CkCA
♦� � .��►*i #mss � ♦�
C- 126
.,�, lip,
FES .0
to
PROP.
DISSIPATOR;(SEE
°
r_1
a db
PROP. BOARDWALK
SECTION (201)
a r a lir
i
Chapter Revised. 06-16-09
i
i
Table 10-6
CM —Engineering
a to
ft a
501
,i • i i i
PROP. 10' GREEN'WAY
a Ml5LTI USEdrRAIL d, a
Herbaceous Groundcover Legend
Shallow Water: Shallow Land:
Iris vit inica 1 Ascle . as incarnata 51"I
TTTT^TT
+ +? + + + +
....
.......
:....:::mo.»i.........
+ ++++++Pontederia cordataPW
i
Lobelia cardEnallS (CF)2:
+++++++++
+++++++
0
00 © 00
0O O00O0Q
0
d 0oOO O Ac us subco
datun �F
,
,
'
EuPator�
a el hus f
�
Stul
onus JPW0oao a
VEGETATED SHELF
SCALE 1"=20'
Planting Details and Landscape
Notes can be found on sheet
L -G.
NCDENR Stormwater BMP Manual
NCDENR Stormwater BMP Manual Chapter Revised 06-16-09
Table 10-6, continued
Sample Operation and Maintenance Provisions for Wet Detention Basins
Chapter Revised. 06-16-09
i
•dk
Table 10-6
CM —Engineering
Sample Operation and Maintenance Provisions
i
•
MOP element:
i
to remediate the roblemz
The entire BMF
i
the trash/debris.
Herbaceous Groundcover Legend
Shallow Water: Shallow Land:
Iris vit inica 1 Ascle . as incarnata 51"I
TTTT^TT
+ +? + + + +
....
.......
:....:::mo.»i.........
+ ++++++Pontederia cordataPW
i
Lobelia cardEnallS (CF)2:
+++++++++
+++++++
0
00 © 00
0O O00O0Q
0
d 0oOO O Ac us subco
datun �F
,
,
'
EuPator�
a el hus f
�
Stul
onus JPW0oao a
VEGETATED SHELF
SCALE 1"=20'
Planting Details and Landscape
Notes can be found on sheet
L -G.
NCDENR Stormwater BMP Manual
NCDENR Stormwater BMP Manual Chapter Revised 06-16-09
Table 10-6, continued
Sample Operation and Maintenance Provisions for Wet Detention Basins
Chapter Revised. 06-16-09
Table 10-6
CM —Engineering
Sample Operation and Maintenance Provisions
for Wet Detention Basins
Date
MOP element:
Potential problems: 'How
to remediate the roblemz
The entire BMF
Trash/debris is resent, 'Remove
the trash/debris.
BMP element:
Potential problems:
How to remediate the roblem:
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary todetention
Date
Planning —Transportation
basin
erosive gullies have farmed.
remove the gully, and then plant a
practices
Date
Pu tic Work —
Works Water/Sewer
l�
ground cover and water until it is
Public Works -- Electric
D ate
established. Provide lime and a
Date
A
ane -time fertilizer application.
Plants are dead, diseased or
Vegetation is too short or too
Maintain vegetation at a height of
dying..
problem: soils, hydrology, disease,
long.
approximately six inches.
etc. Remedy the problem and.
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off-site.
fertiliser application to establish the
The pipe is cracked or
Replace the pipe.
otherwise damaged.
itis necessary.
Erosion. is occurring in the
Regrade the Swale if necessary to
swale.
smooth it over and .provide erosion
hand. If pesticide is used, wipe it on
control devices such as reinforced
the lents rather than s ra in ,
The main treatment area
turf matting or riprap to avoid
Search for the source of the
future problems with erosion.
sediment and remedy the problem if
The forebay
Sediment has accumulated to
Search for the source of the
possible. Remove the sediment and
a depth ,greater than the
sediment and. remedy the problem if
:dispose of it in a location where it
original design depth for
passible. Remove the sediment and
will not cause impacts to streams or
sediment storage.
dispose of it in a location where it
the BMP.
will not cause impacts to streams or
Algal growth covers over
Consult a professional to remove
the BMP.
and control the algal growth.
Cattails, phragmtes or other
Remove the plants by wiping them
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
with pesticide (do not spray),.
matting or riprap if needed to
revert future erosion problems.
Shrubs have started to grow
Remove shrubs immediately.
Weeds are present.
Remove the weeds, preferably by
hand, if pesticide is used, wipe it on
Evidence of muskrat or
Use traps to remove muskrats and
the tants rather than spraying.
consult a professional. to remove
Wet Detention Basin
10-22
July 2007
WET DETENTION PLANT CALCULATIONS:
VEGETATED SHELF 3,82q.31 S.F.
(31 82q.31 / 240) # 50 _ 857.33
Gi58 STEMS REQUIRED
i, 012 STEMS PROVIDED
REQUIREMENTS TAKEN FROM NCDENR BMP MANUAL
The 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,
CM —Engineering
Date
i• oz`s —Env. Programs
Pu 'ti�QA
Date
/lit
CM —Transportation
Date
Planning
BMP element:
Potential problems:
How to remediate the roblem:
The vegetated shelf
:Best professional practices
Prune according to best professional
Date
Planning —Transportation
Date
show that pruning is needed
practices
Date
Pu tic Work —
Works Water/Sewer
l�
to maintain optimal plant
Public Works -- Electric
D ate
health.
Date
A
Plants are dead, diseased or
Determine the source of the
dying..
problem: soils, hydrology, disease,
etc. Remedy the problem and.
replace plants. Provide sone -time
fertiliser application to establish the
ground cover if a soil test indicates
itis necessary.
Weeds are present. 'Remove
the weeds, preferably by
hand. If pesticide is used, wipe it on
the lents rather than s ra in ,
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
:dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmtes or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray),.
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional. to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree..
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs re ir.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged !
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet,
the 401 Oversight Unit at 419-733-
!
17$6.
Wet Detention Basin 10-23 July 2007
WET DETENTION PLANT CALCULATIONS:
VEGETATED SHELF 3,82q.31 S.F.
(31 82q.31 / 240) # 50 _ 857.33
Gi58 STEMS REQUIRED
i, 012 STEMS PROVIDED
REQUIREMENTS TAKEN FROM NCDENR BMP MANUAL
The 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,
CM —Engineering
Date
i• oz`s —Env. Programs
Pu 'ti�QA
Date
/lit
CM —Transportation
Date
Planning
Date
r'lill tp
CM —Building Inspections
Date
Planning —Transportation
Date
t
Dao
Fire
Date
Pu tic Work —
Works Water/Sewer
l�
Public Works -- Electric
D ate
'
Parks, Recreation &Cultural Res.
Date
A
Public Works — S & E
Date
WET DETENTION PLANT CALCULATIONS:
VEGETATED SHELF 3,82q.31 S.F.
(31 82q.31 / 240) # 50 _ 857.33
Gi58 STEMS REQUIRED
i, 012 STEMS PROVIDED
REQUIREMENTS TAKEN FROM NCDENR BMP MANUAL
The 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,
CM —Engineering
Date
i• oz`s —Env. Programs
Pu 'ti�QA
Date
/lit
CM —Transportation
Date
Planning
Date
r'lill tp
CM —Building Inspections
Date
Planning —Transportation
Date
t
Dao
Fire
Date
Pu tic Work —
Works Water/Sewer
l�
Public Works -- Electric
D ate
'
Parks, Recreation &Cultural Res.
Date
A
Public Works — S & E
Date
REVISIONS
1-15-16- AS PER TO" COMMENTS
2-19-1
PRO15070
JECT
N/A
DRAWN BY:
ARG
G
DATE.
/ 19�2a 6
SHEET
L,mE
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PROP. 50' TOWN O
SANITARY SEWER,
258
256
A
Eno
ryl
i
NT
FOREBAY
WOW
PROP.
FES 300
�T
FOREBAY
INV 255.30
n .
F94 77
r
S r I 43—PN
y p i
•jf) 44—PN r 28 SF 74CF r
�.
. PROP. VELOCITY
-- J Pl�l 28 -- I ' __ _
<
G5—SF 77 DISSIPATOR (SEE CAL
1(—SF �k
q7--JPW
55 — SM1
I
52—PW I
x. I
152-1
PROP. BMP #3
P
(WET POND)
NORMAL POOL: 254.0
44-1 0Q
124 -- JPW
25-1 3G—SF
45 PW I I
a �
50
4q SM
I
v, fi
r r
S
I
z .
4 SF
,.,
PROP.
WALK. -�
WET DETENTION PLANTING PLAN - POND #3
PLANT SOURCES: ALL PLANT MATERIAL SHALL GOI"IE FROM LOCAL NURSERY
STOCK. IF A SOURCE FOR A SPECIFIED PLANT CAN NOT BE LOCATED,
LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT
FORA SUITABLE SUBSTITUTION,
MAINTENANCE PROCEDURES: NET DETENTION BASIN
1. IMMEDIATELY AFTER THE NET DETENTION BASIN 15 ESTABLISHED, THE PLANTS
ON THE VEGETATED SHELF AND THE PERIMETER OF THE BASIN SHOULD BE
WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
PORTION 2. NO ORT ON OF THE NET DETENTION POND SHOULD BE FERTILIZED AFTER THE
FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
THE VEGETATED SHELF.
3 STABLE T BLE GR UNDCOVER SHOULD BE MAINTAINED IN T14E DRAINAGE AREA
TO
REDUCE THE SEDIMENT LOAD TO THE NET DETENTION BASIN.
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
PROP. BMP ACCESS &
MAINTENANCE EASEMENT ab
i db i •
NOTES:
1. NO TREES OR SHRUBS SHALL BE PLACED WITHIN 10 FEET OF INLET OR OUTLET PIPES OR MANMADE
DRAINAGE I
DR GE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS.
2. PLANTINGS SHALL NOT BE PLACED ON BERMS.
3 LANDSCA.PE CONTRACTOR 15 RESPONSIBLE F VERIFYING ES LE OR VER FY NG ALL PLANT QUANTITIES AND SHALL BRING
ANY Y DISCREPANCIES TO THE ATTENTION. OF THE LANDSCAPE ARCHITECT.
4. ANY SEED SHALL BE APPLIED AT THE RATE SPECIFIED BY THE MANUFACTURER. IF PLANT
ESTABLISHMENT CANNOT BE ACHIEVED WITH
SEEDING TH
ED G BY E TIME E OF SUBSTANTIACOMPLETION
LOF
THE STORMNATER FACILITY PORTION
OFTH
E PROJECT, THEN THE CONTRACTOR SHALL PLANT THE
AREA WITH WILDFLOWER SOD PLUGS CONTAINER PLANTS OR OTHER MEANS TO COMPLETE THE
SPECIFIED PLANTINGS AND PROTECT AGAINST EROSION BEFORE WATER 15 ALLOWED TO ENTER THE
T RMWA MFACILITY.
5 0 TER B P
A IA
5. ALL NEWLY PLANTED PLANT MATERIAL SHALLE
B PROTECTED INVASIVE
D FROM
WEEDS AND ANIMAL
DAMAGE (STAKING, NETTING, ETC.) TO ENSURE PLANT SURVIVAL.
G. ANY STAKING SHALL BE REMOVED NITHIN 12 MONTHS TO PREVENT GIRDLING.
7 ALL PLANTS HA A A — A
. L TS S LL HAVE 2 Y AR W RRAN'TY AT THE N N
E E E D OF THE I'S YEAR R AN D AGAIN AT THE
END OF THE 2—YEAR WARRANTY PERIOD ALL PLANTS THAT DO NOT SURVIVE SHALL BE REPLACED.
S. ANYl
SOL AMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE CONSTRUCTION PROCESS. THE
BMP SHALL BE PLANTED AND MULCHED IMMEDIATELY AFTER AMENDING THE SOIL TO STABILZE THE
SITE AS SOON AS POSSIBLE.
q'. SHALLOW WATER PLANTS ARE BEST PLANTED BETWEEN APRIL I AND JULY 15, AVOID WINTER
PLANTINGS.
10. ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH BIG BLUESTEM, PANICUM VIRGATUM OR
5POROBOLUS H'ETEROLEPIS.
Planting Details and Landscape
Notes can be found on sheet
L -G.
i to Ah
i
SCALE
WET DETENTION T ONPLANT
L T
VEGETATED H
G D S ELF = 61837.04 S.F.7
4
(6, 837 .D 200) 50 — 1170q.26
171 N
0 STENS 5 R EQUI
RED
1752 5TEM5 PROVIDED
REQUIREMENTS TAKEN FROM NCDENR BMP MANUAL
The signatures affixed below ow cerci: that this sheet has been reviewed and approved solely r
PLA _
NT LIST
KEY B TAN ICAL NAME COMMON NAME SIZE ROOT QUAN, REMARKS
I
Irisvir hica
Blue Fla Iris
11PotCont.o
o
_
2411 rr
O.C.
PW
Ponteder•a cordata
Pickeralweed
11Pot Cont.
z#O.C.
SF
ACoruS SubCorBatum
Sweetfl a
1Pot Cont.
186
3611
0.c.
SM
Asclepias incarnata
Swamp Milkweed eed
it Pot Cont.
314
z 1 O. .
CF
Lobelia Cardmals
CardinalFlower
rr Pot Cont.
28
z n O.C.
JPW
E u l l
oto _rade hus f�stu osus
Joe P e Weed
11 Pot Cont.
0 o t
z
z o C► of
PLANT SOURCES: ALL PLANT MATERIAL SHALL GOI"IE FROM LOCAL NURSERY
STOCK. IF A SOURCE FOR A SPECIFIED PLANT CAN NOT BE LOCATED,
LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT
FORA SUITABLE SUBSTITUTION,
MAINTENANCE PROCEDURES: NET DETENTION BASIN
1. IMMEDIATELY AFTER THE NET DETENTION BASIN 15 ESTABLISHED, THE PLANTS
ON THE VEGETATED SHELF AND THE PERIMETER OF THE BASIN SHOULD BE
WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
PORTION 2. NO ORT ON OF THE NET DETENTION POND SHOULD BE FERTILIZED AFTER THE
FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON
THE VEGETATED SHELF.
3 STABLE T BLE GR UNDCOVER SHOULD BE MAINTAINED IN T14E DRAINAGE AREA
TO
REDUCE THE SEDIMENT LOAD TO THE NET DETENTION BASIN.
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM
MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN
SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
PROP. BMP ACCESS &
MAINTENANCE EASEMENT ab
i db i •
NOTES:
1. NO TREES OR SHRUBS SHALL BE PLACED WITHIN 10 FEET OF INLET OR OUTLET PIPES OR MANMADE
DRAINAGE I
DR GE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS.
2. PLANTINGS SHALL NOT BE PLACED ON BERMS.
3 LANDSCA.PE CONTRACTOR 15 RESPONSIBLE F VERIFYING ES LE OR VER FY NG ALL PLANT QUANTITIES AND SHALL BRING
ANY Y DISCREPANCIES TO THE ATTENTION. OF THE LANDSCAPE ARCHITECT.
4. ANY SEED SHALL BE APPLIED AT THE RATE SPECIFIED BY THE MANUFACTURER. IF PLANT
ESTABLISHMENT CANNOT BE ACHIEVED WITH
SEEDING TH
ED G BY E TIME E OF SUBSTANTIACOMPLETION
LOF
THE STORMNATER FACILITY PORTION
OFTH
E PROJECT, THEN THE CONTRACTOR SHALL PLANT THE
AREA WITH WILDFLOWER SOD PLUGS CONTAINER PLANTS OR OTHER MEANS TO COMPLETE THE
SPECIFIED PLANTINGS AND PROTECT AGAINST EROSION BEFORE WATER 15 ALLOWED TO ENTER THE
T RMWA MFACILITY.
5 0 TER B P
A IA
5. ALL NEWLY PLANTED PLANT MATERIAL SHALLE
B PROTECTED INVASIVE
D FROM
WEEDS AND ANIMAL
DAMAGE (STAKING, NETTING, ETC.) TO ENSURE PLANT SURVIVAL.
G. ANY STAKING SHALL BE REMOVED NITHIN 12 MONTHS TO PREVENT GIRDLING.
7 ALL PLANTS HA A A — A
. L TS S LL HAVE 2 Y AR W RRAN'TY AT THE N N
E E E D OF THE I'S YEAR R AN D AGAIN AT THE
END OF THE 2—YEAR WARRANTY PERIOD ALL PLANTS THAT DO NOT SURVIVE SHALL BE REPLACED.
S. ANYl
SOL AMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE CONSTRUCTION PROCESS. THE
BMP SHALL BE PLANTED AND MULCHED IMMEDIATELY AFTER AMENDING THE SOIL TO STABILZE THE
SITE AS SOON AS POSSIBLE.
q'. SHALLOW WATER PLANTS ARE BEST PLANTED BETWEEN APRIL I AND JULY 15, AVOID WINTER
PLANTINGS.
10. ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH BIG BLUESTEM, PANICUM VIRGATUM OR
5POROBOLUS H'ETEROLEPIS.
Planting Details and Landscape
Notes can be found on sheet
L -G.
i to Ah
i
SCALE
WET DETENTION T ONPLANT
L T
VEGETATED H
G D S ELF = 61837.04 S.F.7
4
(6, 837 .D 200) 50 — 1170q.26
171 N
0 STENS 5 R EQUI
RED
1752 5TEM5 PROVIDED
REQUIREMENTS TAKEN FROM NCDENR BMP MANUAL
The signatures affixed below ow cerci: that this sheet has been reviewed and approved solely r
the certifications signed on the cover sheet of these construction cans.
g P
How to remediate theproblem:
�i
Trash/debris s is present.
Remove the trash debris.
The perimeter of the wet
P
CM — Engineering
Date
Pu rc s -- Env. Programs
Date
remove tCA
he gully, and then plant a
ground cover and water until it is
CM —Transportation
Date
Planning
Date
!� i
one-time fertilizer apylication.
Vegetation is too short or too
Maintain vegetation at a height of
CM — Building inspections
Date
Planning —Transportation
Date
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
Public Works -Water/Sewer
Date
Fire
Date
A t✓
problem: soils, hydrology, disease,.
y
Public Works — Electric
Date
Parks, Recreation & Cultural Res,
Date
swale,
smooth it over and provide erosion
replace plants. Provide sone -time
Public Works — S & E
Date
turf matting or riprap to avoid
VEGETATED SHELF
NCDENR Stormwater BMP Manual Cha ter Revised 06-16-09
Table 10-6
Sample Operation and Maintenance Provisions for Wet Detention Basins
BMP element:
Potentialproblems:
How to remediate theproblem:
The entire BMP
Trash/debris s is present.
Remove the trash debris.
The perimeter of the wet
P
Areas of bare soil and/or
/
Re ode the soil if c
if necessary to
,� ry
detention basin
erosive gullies have formed.
remove tCA
he gully, and then plant a
ground cover and water until it is
show that pruning is needed
practices
established. Provide lime and a
one-time fertilizer apylication.
Vegetation is too short or too
Maintain vegetation at a height of
long.
ap oximatel six inches.
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
Plants are dead, diseased or
sediment off-site.
The pipe is cracked or
Replace the pipe.
problem: soils, hydrology, disease,.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale,
smooth it over and provide erosion
replace plants. Provide sone -time
control devices such as reinforced
turf matting or riprap to avoid
fertilizer appcah'
lian toestablish the
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
Weeds are present.
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
the lents. rather than spraying.
protection such as reinforced turf
matting or riprap if needed to
Sediment has accumulated to
Search for the source of t he
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
sediment and remedy the problem if
hand. If pesticide is used, wipe it 10n
original design sediment
possible. Remove the sediment and
the lents rather than s ra in .
Wet Detention Basin 10-22 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 06,16-09
Table 10-6, continued
Sample Operation and Maintenance Provisions for Wet Detention Basins
BMP element:
Potential problems:
Haw to remediate the problem:
The vegetated shelf
Best professional practices
Prune according to gest professional.
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,.
etc. Remedy the problem and
replace plants. Provide sone -time
fertilizer appcah'
lian toestablish the
ground cover ifs soil lest indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it an
the lents. rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of t he
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal rowth.
Cattails, phragmites or other.....
Remove the plants by wiping them
invasive plants cover 50'% of
with pesticide {da not spray}.
the basin surface.
.
..The embankment
Shrubs have started to gra w
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
:Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist tothe
embankment,
remove the tree:.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair,
The outlet device
Clogging has accuroccurred.Clean
out the outlet device. Dispose
of the sediment off-site..
The outlet device is dame ed
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred curved at the
Water Quality Regional Office, or
outlet,
the 401 Oversight Unit at 919-733-
1786.
Wet Detention Basin 10.23 July 2007
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3 VILLAGE GREEN
ZELKOVA PER 100
LINEAR FEET
BACK 15' OF BUFFER
4 EAS TERN RED CEDAR SHALL BE PLANTED WITH
PER 100 LINEAR FEET TALLER VEGE TA TION
0 p 0 0 0 0
0 0
0
FIRST 15' OF BUFFER IS
WAX M YR TLE USED TO DEDICA TED EL EC TRIC
FILL IN GAPS WHERE EA SEMEN r;•
OPACITY OF BUFFER NOT SMALLER VEGE TA TION
BEING ME T ONL Y
EXIS TING VEGE TA TION EXIS TS W` THIN THIS BUFFER. PROPOSED VEGE TA TION ONL y To BE
USED WHERE EXISTING VEGETATION DOES NOT MEET THE TOWN OF APEX BUFFER
REQUIREMEN IS FOR A TYPE *"A" BUFFER
TYP. 100' SECTION OF 30' TYPE "A" BUFFER ALONG NEW HILL—OLIVE CHAPEL RD
GENERAL NOTES:
A I A 7%X1m1r- 'rf"Jr-r-
PROPOSED BUFFER PLANTS SHALL BE
L OCA TED AS TO NOT INFERFERE WITH
ENTRANCE SIGN OR SIGHT DISTANCE
TRIANGLES
TYP. 100' SECTION OF 10' TYPE "D" BUFFER ALONG HORTON RIDGE BLVD
I. All lawn areas to seeded with "Rebel IV", Confederate Plus, or Lesco Tall Turf Type fescue.
2. All mulch to be double shredded hardwood. No pine straw mulch adjacent to Structures.
3. Plant material On this Site must be installed in conformance with the general planting notes and
4. details on this pion or to the Standards of the Town of Apex UDO,
5. All plants Shall be in accordance with the latest edition of the American Nursery and Landscape Association (ANLA)
(o. Owners shall maintain all plant beds and plant material in good health, and any dead, unhealthy,
7. or missing plants shall be replaced with locally adopted vegetation which conforms to the initial planting standards of the landscape ordinance.
8. The Landscape Contractor is responsible for locating any underground utilities prior to beginning work,
cl. The Landscape Contractor is responsible for any damage to underground utilities, site features or
structures.
10, The Landscape Contractor is responsible for all required permits and licenses to perform the required work.
11. All plant beds Shall be treated with a pre -emergent weed control (i.e. Treflan).
12. All Plants shall be vigorous, healthy material free from pests and disease.
13. All slopes greater than 3.1 shall be planted with Little Bluestein (5chizachyrium scoporium), Prairie DropSeed (sporobulus heterolepi5), Pink
Nuhly Gross (muhlenbergia copillaris), and/or Switchgross (panicum virgatum) for slope Stabilization,
14. Adjustment to street tree locations may be mode as long as the street tree requirement is be. met (I tree per lot and 2 trees per
corner lot - one on each road frontage).
15. Buffers to be planted prior to first CO.
I(o. Street tree locations may need to be adjusted in the field due to driveway locations as long as the one tree per frontage requirement is
being met,
17. Screening must be done so that:
-it is incorporated into the overall design theme of the building and landscaping
-Screening materials are not different from or inferior to the principal materials of the building or landscape and ore Similar in material
and color
-Screening items are out of view from adjacent properties and public streets, and a totally opaque screen is achieved
-Any ground -mounted HVAC or other mechanical or utility equipment six -feet tall or higher must be fenced and landscaped
-Dump5ter enclosures must be eight -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.
15. Required buffers must meet the minimum opacity requirements for the particular type of buffer as described in UDO Section B.2.(O,
Ict. 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.
20. All landscaping is required to be installed prior to a certificate of occupancy for the project. in the case of phased development, all
landscaping is, required to be installed prior to a certificate of occupancy for the phase of the project. If the applicant chooses to delay
the installation of landscaping from April I through September 1, then the applicant shall provide a cash bond ecipol to 150 percent of the
cost of materials and installation, based on the highest estimate received, to ensure installation of the required landscaping.
21. Any vegetation that is dead, substandard, unhealthy, of poor structural quality, or missing shall be replaced in conformance with Town
standard.
22. ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH BIG BLUE5TEN, PANICUM VIRGATUM OR SPOROBOLU5 HETEROLEPIS.
23. Aplumbing 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 Code Enforcement Supervisor at 24q-3351 for information including the utilization of a third -party inspection agency.
The 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.
Pv^xW cc"ng
Fasteners:
CM — Engineering
Date Public Works —Env. Programs Date
- LNIAt�Q-A
Bench End StW:
CM — Transportation
(I !A
Date fanning Date
— 01
CM— Building Insp ctions
Date Planning — Transportation Date
0
Date Fire Date
Publir,/Works — Water/Sewer
AIN
Date Parks, Recreation & Cultural Res. Date
Public Works— Electric
Public Works — S & E
Date
1107E.T:
LANDSCAPE CALCULATIONS
PERIMETER BUFFERS
Existing vegetation located in perimeter buffers. Perimeter buffers are being supplemented with vegetation per the
S&EC Report. Please refer to report for buffer analysis.
THOROUGHFARE BUFFER
Existing vegetation located in the thoroughfare buffer. Thoroughfare buffer is being supplemented with vegetation
per the S&EC Report. Please refer to report for buffer analysis.
A 10' Type "D" buffer is being provided along Road A. Trees ore planted 30' on center.
3:1 SLOPES
All slopes that are 3:1 shall be planted with Little Bluestern (schizachyrium scoparium), Prairie Dropseed
(sporobulus heterolepis), Pink Muhly Gross (muhlenbergia capillaris), and/or Switchgrass (panicum virgatum) for slope
stabilization.
LOT LANDSCAPING
Lots that are mass graded will be subject to lot landscaping requirements. See detail on L -D. Lots that are
not mass graded ore exempt.
STREET TREES
Street trees are being provided as follows: one per lot and two per corner lot (on on each rood frontage).
Lots that are less than 8,000 s.f. will have a small ornamental tree planted along the frontyord of their lot as
well as 2 shrubs.
Lots that ore larger than 8,000 s.f. will have 2 trees planted along the frontyord of their lot as well as 4
shrubs.
Lenqth wilm He Seathei0t
74'" 25-4' 35' Ur
"ofial:
COW Milled cadkm s"
Finish:
Pv^xW cc"ng
Fasteners:
St&dm swel
Seat S" SL-kts:
7 GaW
Bench End StW:
OA7 thickness
747
245'
254
JORDAN MANORS NAM UST I L-A
fmaoL
BOT CAL
COMMONNAME
SIZE
TROOT
FQ7,
COMIdENTS
Canopy Trees
r1J00
LOLOW
21/211 Cal,
0
V)
UJ
Z
s pheUos
IVIHow Oak
12' Ht
B&B
7
LU
Z
21,E 2" CI&
Zelkova serrata rV'iUW Greeni
ViUage Green Zelkova
12' i1
B&B
1
Z
X
<
2 1/2" Cat
Lli
CL
J
�
<
Quercus acubssima
SaWtDGth Oak
12' fit.
B&B
13
Le
21/2 it CAL
LTIMUS =21,0.ra 'Athenal
Adwna Lacebark EJm
12' Ht.
B&B
10
TOTAL
32
lEver green Trees
11/2 ­aL
Juniperus V '_ _
Eastem Red Cedar
S'Ht
B&B
37
TOTAL
37
Understory Trees
kl�
6"Cal.
30
Prunus nuwtePessy Clarke'
PeWy Clarke Japanese Aprimt:
8'' Ht
B&B
1&
6 11 cal-
14
Prunus x yedoensis
Yoshmo Chffry
8' Ht..
B&B
6"Cal.
Laaashveau-a in&ca 'Tuscarciral
Tuscarora S�aM Myrtle
S'Ht
B&B
27
3 stems per tree, min 2" per stem
TOTAL
71
Evergreen Shrubs
0
2411 W
:qca cerifera
Wax Mme
(3-0 n -tin
Cont
151
TOTAL
151
C:\Users\matt\Dropbox\TMTLA Team Folder\projects\JPM South\Jordan Manors\Phase 1 CD's\Jordan Manors LP -6 PH l.dwg
FOUR E VERGRI
SHRL
2 DECIDUOUS TREE
(ALSO THE STREETYARD
TREE),
FOR LOTS GREATER
THAN 8,000 S.F
5' U TALI TY EA SEMEN I;
NO PLANTS TO BE
LOCATED IN THIS AREA
4CKS AND
- FOO 7PRIN T
V FOR
IRA TION PURPOSES
!ON AND SPECIES
ANT MATERIAL MAY
PER LOT
TYP. LANDSCAPE REQUIREMENTS FOR LOTS GREATER THAN 8,000 S.F.
TWO EVERGREEN
SHRUBS
DECIDUOUS TREE
(ALSO THE STREE TYARD
TREE);
THIS TREE IS
A N UNDERS TOR Y
TREE - LOT IS LESS
THAN 8,000 S.F.
SE TBA CK ( T YP)
a
5' UTILITY EASEMENT;
NO PLAN IS TO BE
LOCA TED IN THIS AREA
SE TBA CKS AND
HOUSE FOO TPRIAI T
SHOWN FOR
ILLUSTRA TION PURPOSES
ONL Y
L OCA TION AND SPECIES
OF PLANT MATERIAL MAY
VARY PER LOT
TYP. LANDSCAPE REQUIREMENTS FOR LOTS SMALLER THAN 8,000 S.F.
J VIL L A GE GREEN
ZELKOVA PER 100
L INEA R FEET
7 LOROETALUM PER 100
— 4 EASTERN RED CEDAR L INEA R FEE T
PER 100 LINEAR FEET
EXIS TING VEGE TA TION EXIS TS W1 THIN THIS BUFFER. PROPOSED
VEGE TA TION ONLY TO BE USED WHERE EXISTING VEGE TA TION
DOES NOT MEET THE TOWN OF APEX BUFFER REQUIREMENTS
FOR A TYPE "8" BUFFER
TYP. 100' SECTION OF 10' TYPE "B" BUFFER ALONG PERIMETER OF PROPERTY

REVISIONS:
10-9-15- AS PER TOWN COMMENTS
10-28-15- AS PER TO" COMMENTS
1-15-16- AS PER TOWN COMMENTS
2 -19 -16 --AS PER TOWN COMMENTS
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