NCC230046_Site Plan or Location Map_20230110

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VICINITY MAP
N.T.S.
SITE DATA
PARCEL IDENTIFICATION
0731-66-2438, 0731-76-6588
NUMBER (PIN)
LATITUDE AND LONGITUDE
35.721105,-78.872209
ANNEXATION #
706
EXISTING ZONING
PUD-CZ, CASE #20CZ01
CURRENT 2045 LAND USE
MIXED USE, HIGH DENSITY RESIDENTIAL/OFFICE
MAP DESIGNATION
EMPLOYMENT/COMMERCIAL SERVICES; MEDIUM/HIGH
DENSITY RESIDENTIAL; HIGH DENSITY RESIDENTIAL; OFFICE
EMPLOYMENT/COMMERCIAL SERVICES
SITE AREA
761,297 SF / 17.48 AC GROSS
45,719 SF / 1.05 AC R/W DEDICATION
715,578 SF / 16.43 AC NET
PROPOSED USE
277 APARTMENT UNITS
DENSITY
MAXIMUM
850 APARTMENTS
(OVERALL PUD)
50 SINGLE FAMILY
650TOWNHOME/SINGLE FAMILY COMBINED
650,000 SF NON-RESIDENTIAL
PROPOSED
277 APARTMENTS (THIS PROJECT)
BUILDING #1 (4-STORY) - 85 UNITS
BUILDING #2 (4-STORY) - 85 UNITS
BUILDING #3 (5-STORY) - 107 UNITS
583 TOWNHOMES (DEPOT499)
REMAINING
UP TO 573 APARTMENTS
UP TO 50 SINGLE FAMILY
UP TO 67 TOWNHOME/SINGLE FAMILY
COMBINED
UP TO 650,000 SF NON-RESIDENTIAL
BUILDING HEIGHT
MINIMUM
SOUTH SALEM STREET: 4 STORIES; A MAXIMUM
OF 25% OF BUILDINGS ALONG THIS FRONTAGE
MAY BE 3 STORIES
APEX BARBECUE ROAD: 4 STORIES; A MAXIMUM
OF 25% OF BUILDINGS ALONG THIS FRONTAGE
MAY BE 3 STORIES
MAXIMUM
SOUTH SALEM STREET: 6 STORIES OR 90'
APEX BARBECUE ROAD: 6 STORIES OR 90'; THE
FIRST ROW OF BUILDINGS ALONG THIS
FRONTAGE SHALL NOT EXCEED 4 STORIES
PROPOSED
SOUTH SALEM STREET: 5 STORIES (53'-4")
APEX BARBECUE ROAD: 4 STORIES (42'-8")
SETBACKS
FRONT
10,
CORNER SIDE
10'
REAR
10,
BUILDING
30' MINIMUM
SEPARATION
BUILT -UPON AREA
MAXIMUM
140.56 AC (70% OF GROSS PUD DEVELOPMENT
(IMPERVIOUS SURFACE)
AREA (200.8 AC))
(OVERALL PUD)
PROPOSED
9.25 AC (THIS PROJECT)
40.8 AC (DEPOT 499)
50.05 AC TOTAL (18.48%)
REMAINING
UP TO 121.72 AC (60.62%)
RESOURCE CONSERVATION
REQUIRED
40.16 AC (20% OF GROSS PUD DEVELOPMENT
AREA (SEE RCA TABLE SHEET
AREA (200.8 AC))
C2.01)
PROPOSED PROVIDED: 30.85 AC (2.29 AC WITHIN PROJECT)
(OVERALL PUD)
FUTURE: 9.31 AC MINIMUM
TOTAL: 40.16 AC (20%)
WATERSHED PROTECTION
PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT
OVERLAY
FEMA FLOODPLAIN
NONE (FIRM PANEL 3720073100J, EFFECTIVE 05/02/2006 )
GRADING TYPE
MASS
PERCENT PRE -DEVELOPMENT
N/A
DRAINAGE AREA
HISTORIC STRUCTURES
NONE
PARKING
REQUIRED
251 UNITS x 1.5/UNIT = 377 SPACES (1-2 BR)
26 UNITS x 1.8/UNIT = 47 SPACES (3 BR)
424 SPACES TOTAL
MAXIMUM
424 REQ. SPACES + 64 (15%) = 488 SPACES
PROPOSED
436 SURFACE SPACES (10 COMPACT)
25 GARAGE SPACES
20 ON -STREET SPACES
481 TOTAL SPACES
NO SPACES PROPOSED BETWEEN ANY
BUILDINGS AND PRIMARY STREET
ACCESSIBLE PARKING
REQUIRED
9 SPACES (2 VAN)
PROPOSED
18 SPACES (8 VAN, 1 GARAGE, 1 EV)
BICYCLE PARKING
REQUIRED
277 UNITS x 1/30 UNITS = 9 SPACES (APT.)
277 UNITS x 1/30 UNITS = 9 SPACES (AMENITY)
18 SPACES TOTAL
PROPOSED
22 SPACES
ELECTRIC VEHICLE PARKING
REQUIRED
427 REQ. SPACES x 3% = 13 SPACES
PROPOSED
14SPACES
ACCESSIBLE ELECTRIC
REQUIRED
1 VAN SPACE
VEHICLE PARKING
PROPOSED
1 VAN SPACE
AREA PER FLOOR
27,088 SF/FLOOR (APARTMENT BUILDINGS)
AUTOMATIC FIRE SPRINKLER
YES IN APARTMENT BUILDINGS, NO IN ACCESSORY BUILDINGS
COMMUNITY AMENITIES
REQUIRED
2AMENITIES
PROPOSED
4 AMENITIES (#1-3 COURTYARDS,
#4 CLUBHOUSE/POOLS)
THE VILLAGE AIr DEPOT 499
APPROVED EXCEPTIONS
The following items have been approved as exceptions for this drawing
by the Town of Apex Department Director(s), and to the best of my
knowledge and belief, this drawing conforms to the requirements
established by the Directors) allowing deviation from the Standard
Specifications and Standard Details of the Town of Apex. The signature
below represents that the requesting Engineer has been granted a
variance ONLY for the items listed. The developer/engineer/contractor is
solely responsible for meeting all applicable requirements.
Ust items below add number as needed
APPROVED EXCEPTION DIRECTOR GRANTING
EXCEPTION
1.
2.
3.
By: Ryan Akers, PE Date: 01/12/2021
Recuesting Engineer
GENERAL NOTES
1. LANDSCAPING PLANTED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PRIVATELY MAINTAINED
BY THE HOA.
2. ON -STREET PARKING SPACES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
TRANSPORTATION CONDITIONS
1330 SOUTH SALEM STREET
APEX, NORTH CAROLINA
CONSTRUCTION DRAWINGS
PROJECT NUMBER: HLE-21001
DATE: MARCH 11 2022
REVISED: SEPTEMBER 91 2022
DISTURBED AREA = 15.70 AC.
PARKS AND RECREATION SITE DATA TABLE
Reviewed by PRCR Advisory Commission Date: 02/26/2020
"PHASE 1" IN THE FOLLOWING CONDITIONS REPRESENTS IMPROVEMENTS REQUIRED PRIOR TO S. SALEM STREET AND SITE DRIVE 6 (RIGHT-IN/RIGHT-OUT ACCESS NEAREST APEX BARBECUE
PLATTING NO MORE THAN 450 TOWNHOMES AND/OR SINGLE FAMILY HOMES, AND/OR ROAD) # of single-family detached units 0 x $3,446.98/ unit = 0
CERTIFICATE OF OCCUPANCY FOR NO MORE THAN 400 APARTMENT DWELLING UNITS, AND/OR • CONSTRUCT AN ADDITIONAL SOUTHBOUND THROUGH LANE ON S. SALEM STREET
CERTIFICATE OF OCCUPANCY FOR NO MORE THAN 150,000 SQUARE FEET OF COMMERCIAL PROVIDING TWO SOUTHBOUND THROUGH LANES WITH A SHARED THROUGH -RIGHT LANE. # of Single-family attached units 0 x $2,321.54 / u nit = D
DEVELOPMENT. IF A SCHOOL IS PURSUED ON PODS R-T, THE TRANSPORTATION COMMITMENTS • *FOR ALTERNATIVE NC 540 INTERCHANGE IMPROVEMENTS, ALSO CONSTRUCT AN
ON PUD PLAN SHEET C2.00 MAY BE MODIFIED BY THE TOWN COUNCIL AT SITE PLAN PURSUANT ADDITIONAL NORTHBOUND THROUGH LANE ON S. SALEM STREET PROVIDING TWO # of multi -family units 277 x $2,044.05 / unit $566,201.85
A MODIFIED TIA TO ADJUST OR REDUCE COMMENSURATE WITH REDUCED TRIP GENERATION NORTHBOUND THROUGH LANES. Total Fee -in -lieu of dedication $566,201.85
AND/OR MODIFIED MOVEMENTS. ADDITION OF A SCHOOL SITE IN PHASE 1 WILL REQUIRE AN
UPDATED TIA TO REEVALUATE PHASE 1 IMPROVEMENTS WHICH MAY RESULT IN MODIFIED AND S. SALEM STREET AND APEX BARBECUE ROAD
ADDITIONAL REQUIRED IMPROVEMENTS DURING THAT PHASE, SUBJECT TO APEX AND NCDOT • CONVERT THE EXISTING SOUTHBOUND RIGHT TURN LANE ON S. SALEM STREET TO A
APPROVAL.
THROUGH LANE IN ORDER TO PROVIDE TWO SOUTHBOUND THROUGH LANES CARRIED
SOUTHWARD ACROSS THE SITE FRONTAGE.
SHEET
INDEX
IMPROVEMENTS TO BE CONSTRUCTED IN PHASE 1 AS DEFINED ABOVE:
• CONSTRUCT A 200-FOOT SOUTHBOUND RIGHT TURN LANE.
• EXTEND THE NORTHBOUND LEFT TURN LANE ON S. SALEM STREET TO PROVIDE 300 FEET OF
CO.00
APEX BARBECUE ROAD AND KELLY ROAD
STORAGE (*OR FOR ALTERNATIVE NC 540 INTERCHANGE IMPROVEMENTS, TERMINATE THE
• CONSTRUCT A 200-FOOT WESTBOUND LEFT -TURN LANE ON APEX BARBECUE ROAD.
ADDITIONAL NORTHBOUND THROUGH LANE AS A LEFT TURN LANE).
C1.00
• CONSTRUCT 200-FOOT EASTBOUND LEFT -TURN LANE ON APEX BARBECUE ROAD.
• EXTEND THE EASTBOUND LEFT TURN LANE ON APEX BARBECUE ROAD TO PROVIDE 375 FEET
"PHASE
OF STORAGE.
C1.01
2" IN THE FOLLOWING CONDITIONS REPRESENTS IMPROVEMENTS REQUIRED PRIOR TO
PLATTING NO MORE THAN 600 TOWNHOMES AND/OR SINGLE FAMILY HOMES, AND/OR
APEX BARBECUE AND KELLY ROAD
C2.00
CERTIFICATE OF OCCUPANCY FOR NO MORE THAN 600 APARTMENT DWELLING UNITS, AND/OR
CONSTRUCT AOAD
COND NORTHBOUND THROUGH LANE ON KELLY ROAD THAT STARTS 800
CERTIFICATE OF OCCUPANCY FOR NO MORE THAN 300,000 SQUARE FEET OF COMMERCIAL
FEET SOUTH OF THE INTERSECTION AND CONTINUES FOR APPROXIMATELY 1,000 FEET
C2.01
DEVELOPMENT.
NORTH, DROPPING OFF WITH A 45:1 MERGE TAPER BEYOND THE INTERSECTION OF GRAND
KELLY WAY.
C2.02-2.03
IMPROVEMENTS TO BE CONSTRUCTED IN PHASE 2 AS DEFINED ABOVE:
• WIDEN THE SOUTHBOUND APPROACH OF KELLY ROAD TO PROVIDE A TWO-WAY LEFT TURN
LANE APEX ROAD TO IND LANE.
C2.04-C2.05
S. SALEM STREET AND SOUTHBOUND NC-540 RAMPS (SIGNALIZED)
UCT A 200B OOT SOUTHBOUND RIGHTRBECUE
• CONSTRUM
TURN LANE ON KELLY ROAD.
• EXTEND THE SOUTHBOUND RIGHT TURN LANE ON THE RAMP TO PROVIDE 375 FEET OF
C3.00
STORAGE AND PLACE IT UNDER SIGNALIZED CONTROL RATHER THAN FREE -FLOW.
IMPROVEMENTS REQUIRED WITH CONSTRUCTION OF SITE DRIVES:
• CONSTRUCT AN ADDITIONAL WESTBOUND THROUGH LANE ON S. SALEM STREET PRIOR TO
C3.01-3.02
THE INTERCHANGE, EXTENDING THROUGH THE INTERSECTION OF NC-540 NORTHBOUND
S. SALEM STREET AND SITE DRIVE 7 (FULL MOVEMENT ACCESS NEAREST NC 540)
RAMPS ACROSS THE BRIDGE AND THROUGH THE INTERSECTION OF NC-540 SOUTHBOUND
• WITH CONSTRUCTION OF SITE DRIVE 7, DEVELOPER SHALL: PROVIDE A 150-FOOT
C4.00
RAMPS IN ORDER TO PROVIDE TWO CONTIGUOUS WESTBOUND THROUGH LANES (SEE
EASTBOUND LEFT TURN LANE ON THE DRIVEWAY.
ALTERNATIVE BELOW)*.
e CONSTRUCT A 250-FOOT NORTHBOUND LEFT TURN LANE ON S. SALEM STREET.
C4.01-4.02
• CONSTRUCT A 100-FOOT SOUTHBOUND RIGHT TURN LANE TO LATER BE CONVERTED TO A
S. SALEM STREET AND NORTHBOUND NC-540 RAMPS (SIGNALIZED)
THROUGH LANE IF SITE DRIVE 7 IS CONSTRUCTED PRIOR TO PHASE 2.
C5.00-05.03
• CONSTRUCT TWO CONTIGUOUS WESTBOUND THROUGH LANES CARRIED FROM THE SITE
FRONTAGE ACROSS THE BRIDGE AND THROUGH THE INTERSECTION OF SOUTHBOUND
S. SALEM STREET AND SITE DRIVE 4 (BETWEEN SITE DRIVE 7 AND SITE DRIVE 1)
C6.00
NC-540 RAMPS (SEE ALTERNATIVE BELOW)*.
• WITH CONSTRUCTION OF SITE DRIVE 4, DEVELOPER SHALL: PROVIDE A MINIMUM OF 600
FEET OF SEPARATION BETWEEN SITE DRIVE 4 AND BOTH OF THE ADJACENT INTERSECTIONS,
C6.01-6.02
*ALTERNATIVE RECOMMENDATIONS FOR NC 540 INTERCHANGE RAMPS, PHASE 2
SITE DRIVE 7 AND SITE DRIVE 1, IN ORDER TO CONSTRUCT NORTHBOUND LEFT -OVER ACCESS
• *DEVELOPER SHALL CONSTRUCT AN ADDITIONAL WESTBOUND THROUGH LANE ON S.
WITH 150 FEET OF STORAGE AT SITE DRIVE 4. OTHERWISE, SITE DRIVE 4 SHALL BE
C6.O3
SALEM STREET AT SOUTHBOUND NC-540 RAMPS STARTING IMMEDIATELY WEST OF THE
CONSTRUCTED AS A RIGHT-IN/RIGHT-OUT ACCESS.
BRIDGE FOR A MINIMUM OF 200 FEET AND CONSTRUCT A 200-FOOT WESTBOUND RIGHT
• CONSTRUCT A 100-FOOT SOUTHBOUND RIGHT TURN LANE TO LATER BE CONVERTED TO A
C6.O4-6.05
TURN LANE ON S. SALEM STREET.
THROUGH LANE IF SITE DRIVE 4 IS CONSTRUCTED PRIOR TO PHASE 2.
• *DEVELOPER SHALL CONSTRUCT AN ADDITIONAL 150-FOOT SOUTHBOUND LEFT TURN LANE
C6.06-6.07
ON THE NORTHBOUND NC-540 EXIT RAMP, AND BEGIN AN ADDITIONAL
S. SALEM STREET AND SITE DRIVE 1 MAIN ACCESS FOR TOWNHOMES & COMMERCIAL
(
EASTBOUND/NORTHBOUND RECEIVING THROUGH LANE ON S. SALEM STREET, CARRYING
BUILDINGS)
C8.00-8.02
THAT ADDITIONAL (SECOND) THROUGH LANE ACROSS THE DEVELOPMENT FRONTAGE AND
• WITH CONSTRUCTION OF SITE DRIVE 1, DEVELOPER SHALL: PROVIDE A 150-FOOT
TERMINATING IN A LEFT TURN LANE AT APEX BARBECUE ROAD.
EASTBOUND LEFT TURN LANE ON THE DRIVEWAY.
C8.03
• *DEVELOPER SHALL TERMINATE THE ADDITIONAL WESTBOUND/SOUTHBOUND THROUGH
CONSTRUCT 200-FOOT NORTHBOUND LEFT TURN LANE ON S. SALEM STREET.
l.0
LANE ON S. SALEM STREET AS A RIGHT TURN LANE AT THE NC 540 NORTHBOUND RAMPS.
• CONSTRUCT A 100-FOOT SOUTHBOUND RIGHT TURN LANE ON S. SALEM STREET.
C8.0 /I -8.05
S. SALEM STREET AND SITE DRIVE 7 (FULL MOVEMENT ACCESS NEAREST NC 540)
S. SALEM STREET AND SITE DRIVE 3 (LIMITED -MOVEMENT ACCESS FOR COMMERCIAL BUILDINGS
C8.06
V
• CONSTRUCT AN ADDITIONAL SOUTHBOUND THROUGH LANE ON S. SALEM STREET
NORTH OF SITE DRIVE 1)
PROVIDING TWO SOUTHBOUND THROUGH LANES WITH A SHARED THROUGH -RIGHT LANE.
• WITH CONSTRUCTION OF SITE DRIVE 3, DEVELOPER SHALL: CONSTRUCT SITE DRIVE 3 AS A
C8.07
• *FOR ALTERNATIVE NC 540 INTERCHANGE IMPROVEMENTS, ALSO CONSTRUCT AN
RIGHT-IN/RIGHT-OUT, LEFT -OVER ACCESS.
ADDITIONAL NORTHBOUND THROUGH LANE ON S. SALEM STREET PROVIDING TWO
• CONSTRUCT A 150-FOOT NORTHBOUND LEFT TURN LANE ON S. SALEM STREET.
C9, F 1
NORTHBOUND THROUGH LANES.
• CONSTRUCT A 100-FOOT SOUTHBOUND RIGHT TURN LANE TO LATER BE CONVERTED TO A
• INSTALL A TRAFFIC SIGNAL ONCE WARRANTED AND PERMITTED BY NCDOT. IF NOT
THROUGH LANE IF SITE DRIVE 3 IS CONSTRUCTED PRIOR TO PHASE 2.
C9. F2-C9. F4
WARRANTED, DEVELOPER SHALL PAY A FEE IN LIEU FOR ESTIMATED DESIGN AND
CONSTRUCTION COST OF A TRAFFIC SIGNAL. IF NOT PERMITTED BY NCDOT UPON
S. SALEM STREET AND SITE DRIVE 6 (RIGHT-IN/RIGHT-OUT ACCESS NEAREST APEX BARBECUE
C9, F5
BUILD -OUT OF PHASE 2, DEVELOPER SHALL BE RELEASED FROM THE REQUIREMENTS TO
ROAD)
INSTALL A TRAFFIC SIGNAL.
• WITH CONSTRUCTION OF SITE DRIVE 6, DEVELOPER SHALL: PROVIDE RIGHT-IN/RIGHT-OUT
L5.00
ACCESS WITH A MINIMUM OFFSET OF 250 FEET FROM APEX BARBECUE ROAD.
S. SALEM STREET AND SITE DRIVE 4 (BETWEEN SITE DRIVE 7 AND SITE DRIVE 1)
• CONSTRUCT A 100-FOOT SOUTH BOUND RIGHT TURN LANE TO LATER BE CONVERTED TO A
L5.01-5.02
• CONSTRUCT AN ADDITIONAL SOUTH BOUND THROUGH LANE ON S. SALEM STREET
THROUGH LANE IF SITE DRIVE 6 IS CONSTRUCTED PRIOR TO PHASE 2.
PROVIDING TWO SOUTHBOUND THROUGH LANES WITH A SHARED THROUGH -RIGHT LANE.
L5.03
• *FOR ALTERNATIVE NC 540 INTERCHANGE IMPROVEMENTS, ALSO CONSTRUCT AN
APEX BARBECUE ROAD AND SITE DRIVE 5 (RIGHT-IN/RIGHT-OUT ACCESS NEAREST S. SALEM
ADDITIONAL NORTHBOUND THROUGH LANE ON S. SALEM STREET PROVIDING TWO
STREET)
S L2.0
NORTHBOUND THROUGH LANES.
• WITH CONSTRUCTION OF SITE DRIVE 5, DEVELOPER SHALL: PROVIDE RIGHT-IN/RIGHT-OUT
ACCESS WITH A MINIMUM OFFSET OF 250 FEET FROM S. SALEM STREET.
A1.201-A1.206
S. SALEM STREET AND SITE DRIVE 1 (MAIN ACCESS FOR TOWNHOMES & COMMERCIAL
• CONSTRUCT A 100-FOOT EASTBOUND RIGHT TURN LANE ON APEX BARBECUE ROAD.
BUILDINGS)
A2.201
• CONSTRUCT AN ADDITIONAL SOUTH BOUND THROUGH LANE ON S. SALEM STREET,
APEX BARBECUE ROAD AND SITE DRIVE 2 / ST. MARY MAGDALENE
CONVERTING THE RIGHT TURN LANE TO A THROUGH -RIGHT LANE.
• WITH CONSTRUCTION OF SITE DRIVE 2, DEVELOPER SHALL: PROVIDE A FULL MOVEMENT
A3.110
• *FOR ALTERNATIVE NC 540 INTERCHANGE IMPROVEMENTS, ALSO CONSTRUCT AN
INTERSECTION ALIGNED WITH THE ST. MARY MAGDALENE DRIVEWAY.
ADDITIONAL NORTHBOUND THROUGH LANE ON S. SALEM STREET PROVIDING TWO
• PROVIDE A 150-FOOT NORTHBOUND LEFT TURN LANE ON THE DRIVEWAY.
A4.11O
NORTHBOUND THROUGH LANES.
• INSTALL A TRAFFIC SIGNAL ONCE WARRANTED AND PERMITTED BY NCDOT. IF NOT
• CONSTRUCT 100-FOOT WESTBOUND LEFT TURN LANE ON APEX BARBECUE ROAD.
• CONSTRUCT A 100-FOOT EASTBOUND RIGHT TURN LANE ON APEX BARBECUE ROAD.
A5.110
WARRANTED IN PHASE 2, DEVELOPER SHALL PAY A FEE IN LIEU FOR ESTIMATED DESIGN AND
CONSTRUCTION COST OF A TRAFFIC SIGNAL. IF NOT PERMITTED BY NCDOT UPON APEX BARBECUE ROAD AND SCOTTS RIDGE TRAIL / WOODALL CREST DRIVE
BUILD -OUT OF PHASE 2, DEVELOPER SHALL BE RELEASED FROM THE REQUIREMENT TO • UPON OPENING ACCESS TO ASPEN RIVER LANE, DEVELOPER SHALL: INSTALL A DOUBLE
INSTALL A TRAFFIC SIGNAL. YELLOW CENTERLINE AND EDGE LINE PAVEMENT MARKINGS PER THE TOWN OF APEX
MAJOR COLLECTOR STREET TYPICAL SECTION ALONG ASPEN RIVER LANE AND WOODALL
S. SALEM STREET AND SITE DRIVE 3 (LIMITED -MOVEMENT ACCESS FOR COMMERCIAL BUILDINGS CREST DRIVE TO APEX BARBECUE ROAD.
NORTH OF SITE DRIVE 1) • DEVELOPER SHALL INSTALL A TRAFFIC SIGNAL ONCE WARRANTED AND PERMITTED BY
• CONSTRUCT AN ADDITIONAL SOUTHBOUND THROUGH LANE ON S. SALEM STREET NCDOT. IF NOT WARRANTED IN PHASE 2, DEVELOPER SHALL PAY A FEE IN LIEU FOR
PROVIDING TWO SOUTHBOUND THROUGH LANES WITH A SHARED THROUGH -RIGHT LANE. ESTIMATED DESIGN AND CONSTRUCTION COST OF A TRAFFIC SIGNAL. IF NOT PERMITTED BY
• *FOR ALTERNATIVE NC 540 INTERCHANGE IMPROVEMENTS, ALSO CONSTRUCT AN NCDOT UPON BUILD -OUT OF PHASE 2, DEVELOPER SHALL BE RELEASED FROM THE
ADDITIONAL NORTHBOUND THROUGH LANE ON S. SALEM STREET PROVIDING TWO REQUIREMENT TO INSTALL A TRAFFIC SIGNAL.
NORTHBOUND THROUGH LANES.
ELECTRIC TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex Electric Department, and to
the best of my knowledge and belief, conforms to the requirements established in
the Standard Specifications and Construction Details and the Unified Development
Ordinance of the Town of Apex. However, this signature does not constitute a
variance from any requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. It is the sole responsibility of the owner/developer,
or any of his agents or contract professionals to ensure that this construction plan
meets all the aforementioned requirements.
Approved
By: rsmith 10/21/2022 4:14:27 PM
FIRE DEPARTMENTTOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex Fire Department, and to the
best of my knowledge and belief, conforms to the requirements established within
the Town's Standard Specifications, Fire Protection Ordinances, and the North
Carolina International Fire Code. However, this signature does not constitute a
variance from any requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. It is the sole responsibility of the owner/developer,
or any of his agents or contract professionals to ensure that this construction plan
meets all the aforementioned requirements.
Approved
khuegerich 10/19/2022 1:31:35 PM
By:
PARKS, RECREATION, AND CULTURAL RESOURCES
TOWN OF APEX CERTIFICATION
These plans have been reviewed by the Town of Apex, and to the best of my
knowledge and belief, conform to representations made by the developer to myself
and the Parks, Recreation, and Cultural Resource Advisory Commission consistent
with the projects requirements for public Parks and Recreation, either in total or in
part, as outlined in the Town of Apex Unified Development Ordinance and Town of
Apex Code of Ordinances. However, this signature does not constitute a variance
from any requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. It is the sole responsibility of the owner/developer,
or any of his agents or contract professionals to ensure that this construction plan
meets all the aforementioned requirements.
Approved
By:
PLANNING/ZONING TOWN OF APEX CERTIFICATION
This construction drawing has been reviewed by the Town of Apex Planning
Department, and to the best of my knowledge and belief, conforms to the
Subdivision or Site Plan that was approved by the Town of Apex Town Council or
Technical Review Committee, as appropriate, and meets the standards of the Town
of Apex Unified Development Ordinance. This signature does not constitute a
variance from any requirements of the originally approved Subdivision or Site Plan
cited above, or any federal, state, or local code, law, specification, rule, guideline, or
ordinance. It is the sole responsibility of the owner/developer, or any of his agents
or contract professionals to ensure that this construction plan meets all the
aforementioned requirements.
Approved
By:
Iloftin 10/24/2022 2:58:31 PM
BUILDING INSPECTIONS & PERMITS TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex Building Inspections & Permits
Department, and to the best of my knowledge and belief, conforms to the
requirements established within the Town's Code of Ordinances and the North
Carolina State Building Codes. However, this signature does not constitute a
variance from any requirements contained in any federal, state, or local code, law,
specfcation, rule or ordinance. It Is the sole responsibility of the owner/developer,
PROJECTNOTES or any of his agents or contract professionals to ensure that this construction plan
meets all the aforementioned requirements.
EXISTING CONDITIONS ppro2e:d
STAGING & DEMOLITION PLAN By: A202v3732 AM
OVERALL SITE LAYOUT
OVERALL PUD RESOURCE CONSERVATION AREA
SITE LAYOUT - AREAS "A"-"13"
SIGNAGE AND PAVEMENT MARKING PLAN - AREA "A"-'13"
OVERALL GRADING PLAN
GRADING PLAN - AREAS "A"-"13"
OVERALL UTILITY PLAN
UTILITY PLAN - AREAS "A"-"13"
PLAN AND PROFILES
OVERALL EROSION CONTROL PLAN STAGE 1
EROSION CONTROL PLAN STAGE 1 - AREAS "A"-"13"
OVERALL EROSION CONTROL PLAN STAGE 2
EROSION CONTROL PLAN STAGE 2 - AREAS "A"-"13"
EROSION DETAILS
SITE DETAILS
STORM DRAINAGE DETAILS
WATER DETAILS
SANITARY SEWER DETAILS
UTILITY TRENCHES DETAILS
STORMWATER CONTROL MEASURE "F" PLAN VIEW
STORMWATER CONTROL MEASURE "F" DETAILS
STORMWATER CONTROL MEASURE "F" LANDSCAPE PLAN
OVERALL LANDSCAPE PLAN STANDARD SPECIFICATIONS & STANDARD DETAILS
LANDSCAPE PLAN - AREAS "A"-" B'1 I I VERSION: MARCH 23, 2021
LANDSCAPE NOTES & DETAILS
LIGHTING
PLAN
BUILDING
ELEVATIONS
BUILDING
ELEVATIONS
BUILDING
ELEVATIONS
BUILDING
ELEVATIONS
BUILDING
ELEVATIONS
PUBLIC INFRASTRUCTURE TABLE
WATER LINES
2,020 LF (S"j
SEWER LINES
1,516 LF (8")
CURB AND GUTTER
2,450 LF
STORM DRAIN
1,650 LF
SIDEWALK
2,450 LF
GREENWAYS
N/A
NEW STREETS
959 LF - 11' LANE (DOUBLE)
769 LF - 10.S' LANE {PARKING
LOT)
256 LF - 15' LANE (DOUBLE)
NEW ALLEYS
N/A
PUBLIC WORKS & TRANSPORTATION
TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex Public Works & Transportation
Department, and to the best of my knowledge and belief, provides an acceptable
transportation system with consideration for the elements contained within the
Transportation Plan conforming to the requirements established in the Standard
Specifications & Standard Details and the Unified Development Ordinance of the
Town of Apex. However, this signature does not constitute a variance from any
requirements contained in any federal, state, or local code, law, specification, rule or
ordinance. It is the sole responsibility of the owner/developer, or any of his agents
or contract professionals to ensure that this construction plan meets all the
aforementioned requirements.
By: Approved
rdalton 10/24/2022 11:17:31 AM
WATER RESOURCES SOIL EROSION & SEDIMENTATION CONTROL
TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex, and to the best of my
knowledge and belief, conforms to the requirements established in the Soil Erosion
and Sedimentation Control Ordinance of the Town of Apex. However, this signature
does not constitute a variance from any requirements contained in any federal,
state, or local code, law, specification, rule or ordinance. It is the sole responsibility
of the owner/developer, or any of his agents or contract professionals to ensure that
this construction plan meets all the aforementioned requirements. This signature
does not constitute plan approval, only plan requirements. A separate letter of plan
approval will be mailed to the financially responsible person at a later date according
to the construction sequence.
Approved
By rpatterson 10/19/2022 10:40:58 AM
WATER RESOURCES STORMWATER ENGINEERING
TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex Water Resources Stormwater
&Utility Engineering Division and to the best of my knowledge and belief, conforms
to the requirements established in the Standard Specifications and Standard Details
and the Unified Development Ordinance of the Town of Apex. However, this
signature does not constitute a variance from an requirements contained in an
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federal, state, or local code, law, specification, rule or ordinance. It is the sole
responsibility of the owner/developer, or any of his agents or contract professionals
to ensure that this construction plan meets all the aforementioned requirements.
This signature serves as the stormwater permit for this project.
Approved
By: rpatterson 10/19/2022 10:41:06 AM
IF -
WATER RESOURCES UTILITY ENGINEERING
TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex Water Resources Department,
and to the best of my knowledge and belief, conforms to the requirements
established in the Standard Specifications and Standard Details of the Town of Apex.
However, this signature does not constitute a variance from any requirements
contained in any federal, state, or local code, law, specification, rule or ordinance. It
is the sole responsibility of the owner/developer, or any of his agents or contract
professionals to ensure that this construction plan meets all the aforementioned
requirements.
Approved
By: jdillon 10/21/2022 12:40:30 PM
ARCHITECTURAL CONDITIONS
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 SLAB
FOUNDATION WHICH AT A MINIMUM RISES AT LEAST 12 INCHES FROM AVERAGE GRADE
ACROSS THE FRONT OF THE HOUSE TO THE FINISHED FLOOR LEVEL AT THE FRONT DOOR.
3. ALL TOWNHOMES SHALL HAVE A CRAWL SPACE OR HAVE A RAISED SLAB FOUNDATION
WHICH AT A MINIMUM RISES AT LEAST 6 INCHES FROM AVERAGE GRADE ACROSS THE
FRONT OF THE HOUSE TO THE FINISHED FLOOR LEVEL AT THE FRONT DOOR.
4. FRONT -FACING GARAGE DOORS SHALL HAVE WINDOWS, DECORATIVE DETAILS OR
CARRIAGE -STYLE ADORNMENTS ON THEM.
5. THE GARAGE CANNOT PROTRUDE MORE THAN 1 FOOT OUT FROM THE FRONT FACADE OR
FRONT PORCH, MEASURED FROM ROOF OF PORCH.
6. ON SINGLE-FAMILY HOMES, THE ROOF SHALL BE PITCHED AT 5:12 OR GREATER (NOT TO
INCLUDE PORCHES, BAY WINDOWS, ETC.).
7. ON TOWNHOMES, ROOF LINE CANNOT BE A SINGLE MASS; IT MUST BE BROKEN UP EITHER
HORIZONTALLY AND/OR VERTICALLY BETWEEN, AT MINIMUM, EVERY OTHER UNIT.
8. HOUSE ENTRANCES FOR UNITS WITH FRONT -FACING SINGLE -CAR GARAGES MUST HAVE A
COVERED PORCH/STOOP AREA LEADING TO THE FRONT DOOR.
9. REAR AND SIDE ELEVATIONS OF UNITS THAT HAVE RIGHT-OF-WAY FRONTAGE SHALL HAVE
TRIM AROUND THE WINDOWS.
10. FOUR OF THE FOLLOWING DECORATIVE ELEMENTS SHALL BE USED ON EACH BUILDING:
DECORATIVE SHAKE, BOARD AND BATTEN SIDING, DECORATIVE PORCH RAILS AND POSTS,
SHUTTERS, DECORATIVE FUNCTIONAL FOUNDATION AND ROOF VENTS, RECESSED
WINDOWS, DECORATIVE WINDOWS, DECORATIVE BRICK OR STONE, DECORATIVE GABLES,
DECORATIVE CORNICES, OR METAL ROOFING.
11. A VARIED COLOR PALETTE SHALL BE UTILIZED ON SINGLE FAMILY AND TOWNHOME UNITS
THROUGHOUT THE SUBDIVISION AND SHALL INCLUDE SIDING, TRIM, SHUTTER, AND ACCENT
COLORS COMPLEMENTING THE SIDING COLORS.
Fri_�r�_��_virr•Ia►r■:mu.�I►�e�y_��.�►�e�•�yarar•�•�r:�a��y:rare:rani>tl►rra:��•�:zK•�:uaz.�:�•�
13. RECESSES AND PROJECTIONS SHALL BE PROVIDED FOR AT LEAST 50% OF EACH FACADE ON
EACH APARTMENT BUILDING.
14. A SOLAR PV SYSTEM SHALL BE INSTALLED ON AT LEAST 15% OF THE SINGLE-FAMILY HOMES
WITHIN THE DEVELOPMENT. ALL SOLAR INSTALLATION REQUIRED BY THIS CONDITION
SHALL BE COMPLETED OR UNDER CONSTRUCTION PRIOR TO 90% OF THE BUILDING PERMITS
BEING ISSUED FOR THE APPROVED NUMBER OF SINGLE-FAMILY LOTS. THE LOTS ON WHICH
THESE HOMES ARE LOCATED SHALL BE IDENTIFIED ON THE MASTER SUBDIVISION PLAT,
WHICH MAYBE AMENDED.
15. SOLAR CONDUIT WILL BE PROVIDED ON ALL SINGLE-FAMILY HOMES TO ACCOMMODATE
THE FUTURE INSTALLATION OF SOLAR PANELS.
Apex Staff Approval
This plan has been reviewed by Town of Apex staff and to the best of our knowledge and belief,
meets the town of Apex Unified Development Ordinance and does not increase any existing non-
conformity. This signature does not constitute a variance from any requirements of an originally
approved subdivision or site plan, or any federal, state or local code, law, specification, rule, guideline,
or ordinance, such as but not limited to grading and building permits. It is the sole responsibility of
the owner/developer, or any of his agents or contract professionals to ensure that this plan meets all
the aforementioned requirements.
Planning Staff Date
Conditions (if applicable):
I/we hereby certify that I/we have read and fully understand the conditions listed above:
Applicant Signature Date
FINAL DRAWING - RELEASED FOR CONSTRUCTION I
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
RYAN AKERS
[e-mail]
PHONE: [phone]
CLIENT
HALLE BUILDING GROUP
56 HUNTER STREET
APEX, NC 27502
PHONE: [phone]
I
Halle
BUILDING GROUP
PROJECT DIRECTORY
OWNERS
HARP-BARR LLC
MEMPHIS & MADDOX LLC
1216 SOUTH SALEM STREET
APEX, NC 27502
POE, WILLIAM DOUGLAS
POE, JEAN S
1216 SOUTH SALEM STREET
APEX, NC 27502
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REVISIONS
NO. DATE
CONSTRUCTION
DRAWINGS FOR:
THE VILLAGE AT DEPOT 499
APEX, NORTH CAROLINA
PROJECT NUMBER: HLE-21001