NCC216660_Site Plan or Location Map_20211201

DocuSign Envelope ID: 11 CE91 DO-417A-457F-BC2D-71 F5FA3C45D1
I,IU 11111
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Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C1.0
EXISTING CONDITIONS
C1.1
ENVIRONMENTAL SURVEY
C2.0
SITE PLAN
C2.1
SIGNAGE AND MARKING PLAN
C3.0
UTILITY PLAN
C3.1
SANITARY SEWER SCHEDULE
C4.0
GRADING AND DRAINAGE PLAN
C4.1
STORM SEWER SCHEDULE
C5.1
BLUE TANCY ROAD PLAN & PROFILE
C5.2
HAYWOOD GLEN DRIVE PLAN & PROFILE
C5.3
LEMON BASIL DRIVE PLAN & PROFILE
C5.4
GINGER MINT CIRCLE PLAN & PROFILE
C5.5
WHITE SAGE DRIVE PLAN & PROFILE
C5.6
JUNIPER BERRY ROAD PLAN & PROFILE
C5.7
CLOVE PINE DRIVE PLAN & PROFILE
C5.8
ALLEY B PLAN & PROFILE (1 OF 2)
C5.9
ALLEY B PLAN & PROFILE (2 OF 2)
C5.10
ALLEY A PLAN & PROFILE
C5.11
SANITARY SEWER OUTFALL
C5.12
STORM SEWER OUTFALL
C6.1
SCM 1 PLAN & PROFILE
C6.2
SCM 2 PLAN & PROFILE
C6.3
SCM NOTES & DETAILS
C6.4
SCM PLANTING PLAN
C7.0
SITE DETAILS
C7.1
SITE DETAILS
C7.2
SITE DETAILS
C7.3
WATER & SEWER DETAILS
C7.4
WATER & SEWER DETAILS
C7.5
STORM DETAILS
C8.0
EROSION & SEDIMENT CONTROL - PHASE 1
C8.1
EROSION & SEDIMENT CONTROL - PHASE 2
C8.2
EROSION & SEDIMENT CONTROL DETAILS
C8.3
EROSION & SEDIMENT CONTROL DETAILS
C8.4
EROSION & SEDIMENT CONTROL DETAILS
C9.0
LANDSCAPE AND LIGHTING PLAN
C9.1
LANDSCAPE AND LIGHTING DETAILS
C9.2
ACTIVE OPEN SPACE
C9.3
ACTIVE OPEN SPACE
C10.1
ROAD IMPROVEMENTS (1 OF 2)
C10.2
ROAD IMPROVEMENTS (2 OF 2)
SURVEY NOTE
SURVEY PROVIDED BY TIMMONS GROUP
CERTIFIED BY TERRY L. WESTENDORF, PLS
Know what's h1010WI,
Call Mow you dig.
CONSTRUCTION DOCUMENTS
TOWN OF KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
APPROVED MASTER PLAN'. ZMA-7-20
ARCHITECTURAL STANDARDS
1. SINGLE-FAMILY 2 STORY HOMES BUILT ON LOTS AT LEAST 60-FEET WIDE WILL HAVE
A MINIMUM HEATED AREA OF 2,000 SQUARE FEET.
2. SINGLE FAMILY 1 OR 1.5 STORY HOMES BUILT ON LOTS AT LEAST 60-FEET WIDE WILL
HAVE A MINIMUM HEATED AREA OF 1,600 SQUARE FEET
3. SINGLE-FAMILY HOMES BUILT ON LOTS LESS THAN 60-FEET WIDE WILL HAVE A
MINIMUM HEATED AREA OF 1,600 SQUARE FEET.
4. NINETY PERCENT (90%) OF THE SINGLE-FAMILY HOMES BUILT ON LOTS AT LEAST
60-FEET WIDE WILL HAVE A MINIMUM HOUSE WIDTH OF 40-FEET. TEN PERCENT (10%)
OF THE SINGLE-FAMILY HOMES BUILT ON LOTS AT LEAST 60-FEET WIDE WILL HAVE A
MINIMUM HOUSE WIDTH OF 35-FEET.
5. ALL SINGLE-FAMILY HOMES WITH CRAWL SPACES WILL BE WRAPPED IN BRICK OR
STONE ON ALL SIDES.
6. ALL SINGLE-FAMILY HOMES WITH STEM WALL OR SLAB FOUNDATIONS WILL BE A
MINIMUM OF 2 STAIR RISERS (14 INCHES) ABOVE FINISHED GRADE AND WILL BE
WRAPPED IN EITHER BRICK OR STONE ON ALL SIDES.
7. ALL SINGLE-FAMILY HOMES WILL HAVE A COMBINATION OF TWO OR MORE OF THE
FOLLOWING MATERIALS ON THE FRONT FACADE (NOT COUNTING FOUNDATION):
STONE, BRICK, LAP SIDING, FIBER CEMENT SIDING, SHAKES OR BOARD AND BATTEN
UNLESS THE HOME IS ONLY STONE OR BRICK. THE EXTERIOR SIDING MATERIAL ON
THE SIDE AND REAR FACADES WILL BE FIBER CEMENT. WHEN TWO MATERIALS ARE
USED, THE MATERIALS SHALL BE DIFFERENT BUT COMPLEMENTARY COLORS. VINYL
MAY BE USED ONLY FOR SOFFITS, FASCIA AND CORNER BOARDS.
8. ALL SINGLE-FAMILY HOMES WILL HAVE A FRONT PORCH WITH A MINIMUM DEPTH OF
FIVE FEET. FRONT PORCH POSTS WILL BE AT LEAST 6"X6".
9. MAIN ROOF PITCHES (EXCLUDING PORCHES) FRONTING THE STREET FOR 2-STORY
HOMES WILL BE AT LEAST 8:12.
10. MAIN ROOF PITCHES (EXCLUDING PORCHES) FRONTING THE STREET FOR 1-STORY
AND 1.5-STORY HOMES WILL BE AT LEAST 6:12 UNLESS AN ALTERNATE IS APPROVED
BY STAFF.
11. GARAGES WILL NOT PROTRUDE MORE THAN 6 FEET FROM THE FRONT PORCH OR
STOOP, AND ALL GARAGE DOORS SHALL CONTAIN WINDOW INSERTS.
12. FOR EVERY 30 FEET (OR FRACTION) OF CONTINUOUS SIDE ELEVATION (CALCULATED
ON A PER FLOOR BASIS), THERE SHALL BE ONE WINDOW OR DOOR ADDED TO THE
SIDE ELEVATIONS. ANY SIDING BREAK ON THE SIDE OF THE HOME SUCH AS A
FIREPLACE, SIDE PORCH, WALL OFFSETS COULD BE USED AS AN ALTERNATE TO
WINDOWS.
13. THERE SHALL BE A MINIMUM 12" OVERHANG ON EVERY GABLE END FOR EVERY
SINGLE-FAMILY HOME.
UDO EXCEPTIONS
SECTION 2.7 OF THE KNIGHTDALE UNIFIED DEVELOPMENT
ORDINANCE REQUIRES THAT ANY LOT LESS THAN 80' IN
WIDTH BE ACCESSED VIA AN ALLEY OR REAR LANE
ACCESS. ADDITIONALLY, THE LIDO REQUIRES THAT SIDE
SETBACKS BE A MINIMUM OF 20%" OF THE LOT WIDTH, AND
DRIVEWAY LENGTH BE A MINIMUM OF 35'. THE MINIMUM
LOT WIDTH STANDARD BE REDUCED TO 60', THE 20%"
AGGREGATE SIDE SETBACK BE ELIMINATED, AND
DRIVEWAY LENGTHS BE REDUCED TO A MINIMUM OF 20
FEET IN ORDER TO BE ADEQUATELY DEVELOPED WITHIN
THE SITE'S CONSTRAINTS AND TO MAINTAIN
CONSISTENCY WITH THE EXISTING 2 PHASES OF
HAYWOOD GLEN.
SECTION 2.7 OF THE KNIGHTDALE UNIFIED DEVELOPMENT
ORDINANCE REQUIRES THAT ANY DEVELOPMENT IN A
GR-3 DISTRICT WILL HAVE A MAXIMUM DEVELOPMENT
DENSITY OF 3 DU/A. THE DENSITY IS HIGHER THAN GR-3
DISTRICT REQUIREMENTS. HAYWOOD GLEN PHASES 1-3
COMBINED HAVE A DENSITY OF 3.07 DU/A.
SECTION 6.2 OF THE KNIGHTDALE UNIFIED
DEVELOPMENT ORDINANCE STATES THAT LOTS LESS
THAN 60' ARE EXEMPT FROM THE RESIDENTIAL
CLEARING AND GRADING REQUIREMENTS OF THAT
SECTION. THE DEVELOPMENT WILL HAVE A MAXIMUM
LOT WIDTH OF 60', THOUGH THE MAJORITY WILL BE 35'
WITH REAR -LOADED GARAGES. LIMITED EXEMPTIONS TO
THE CLEARING AND GRADING REQUIREMENTS
PRESENTED IN SECTION 6.2 OF THE LIDO ARE
REQUESTED FOR LOTS THAT ARE 60' WIDE OR WIDER.
WATER ALLOCATION POLICY
Haywood Glen - Phase 3 Water Allocation Points:
ITEM POINTS
4 On -Street Parking Spaces 4
Resort -Style Pool (phase 1 & 2) 2
Deck/Patio Greater than 3,000 SF (phase 1 & 2) 3
Water Playground with Apparatus (phase 1 & 2) J
Clubhouse with Bathrooms Only (phase 1 & 2) 3
IPEMA Certified Playground Equipment 4
Fountain 4
Total 22
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at [phone] at least
twentyfour hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
SITE QUANTITIES
Sewer
Manholes
20
EA.
8" Public Sanitary Seaver
3,698
LF
Sewer Stubs
78
EA
W ate r
8' Public Wate rmai n
3,733
1 LF
Water Stubs
841
EA
Concrete/Asphalt
Private Streets
2,448
LF
Public Streets
3,763
LF
Public USidewalk
6,413
LF
30" Curb & Gutter
12,09D
LF
Site Data
Numberof Lots
78
GPD Usage Water
19,0-Do
GPD Usage Sewer
19,3DO
Calculation for GPD Water (per Unit)
25CI
Calculation for GPD Sewer (per Unit)
250
Tree Protection Fencing (LF)
5,763
VICINITY MAP
SCALE 1 "=1,000'
NOR
0 1,000, 2,000'
OWNERS OF RECORD
1755-73-7189
D.R. HORTON - TERRAMOR, LLC
7208 FALLS OF NEUSE ROAD, STE. 201
RALEIGH, NC 27615
T111ramor
HC3ME
A D.R. Horton Company
SITE DATA
PROJECT:
HAYWOOD GLEN PHASE 3
ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
MIKE ZACCARDO, PE
EMAIL: [e-mail]
DEVELOPER:
TERRAMOR HOMES
7208 FALLS OF NEUSE ROAD, SUITE 201
RALEIGH, NC 27615
PHONE: [phone]
JON HOLTVEDT, PE
EMAIL: [e-mail]
PROPERTY LOCATION:
1501 OLD KNIGHT ROAD
WAKE COUNTY, NORTH CAROLINA
PIN:
1755-73-7189
ZONING:
GR3 PUD
TOWNSHIP:
ST. MATTHEW S
PROPOSED USE:
SINGLE FAMILY RESIDENTIAL
TOTAL DEVELOPED TRACT AREA:
23.06 ACRES
TOTAL IMPERVIOUS AREA:
12.41 ACRES
TOTAL IMPERVIOUS AREA PER LOT:
REAR LOADED = 3,812 SF
FRONT LOADED = 4,542 SF
TOTAL PROPOSED UNITS:
78 SINGLE FAMILY
17 FRONT LOADED + 61 REAR LOADED
PROPOSED DENSITY:
3.07 DU/A (OVERALL SITE) 3.38 DU/A (PHASE 3)
TOTAL OPEN SPACE:
3.86 ACRES
TOTAL ON STREET PARKING:
47 SPACES
SETBACKS:
FRONT LOAD REAR LOAD
FRONT: 10' FRONT: 10'
DRIVEWAY LENGTH: 20' REAR: 20'
REAR: 25' DRIVEWAY LENGTH: 20'
SIDE: 5' SIDE: 3'
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
ENVIRONMENTAL CONSULTANT SIGNATURE
a. Town Approved Standards Shall Control. In the event of a conflict or
inconsistency between these construction drawings and the Town of
Knightdale's Approved Standards for this project, the Approved Standards
shall control. Town of Knightdale Approved Standards shall mean all
development documents necessary for approval for the Property including,
but not limited to, any special use permit, subdivision plan, site plan,
subdivision plat(s), phasing schedule, Development Agreement, Utility
Allocation Agreement, Annexation Agreement, the Town of Knightdale
Standard Specification and Details Manual and applicable provisions of the
North Carolina State Building Code.
b. Professional Design Engineer Certification. These improvements shall be
constructed in accordance with the following drawings and with the Standard
Specifications of the Town of Knightdale.
I, , PE, certify that the Standard Specifications of the
Town of lnightdale have been thoroughly checked and found to be
applicable to this project. All exceptions to the applicable Town standards
have been previously approved by the Town of Knightdale and said
exceptions are shown on Sheet(s) of these drawings.
Seal By: , PE
Date:
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is
valid only upon the signature of a City of Raleigh Review Officer below. The City
will retain a copy of the approved plans. Any work authorized by this approval
must proceed in accordance with the plans kept on file with the City. This
electronic approval may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
Water and Sewer Permits (If applicable)
The City of Raleigh ronsents to the re nnectinn and exte nsmr of the City's Puhlic
Sewer System as shown un this plan. The material an d Construction m ethods used
for this project shall conform to the standards and specificati ons ofth e City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
------------
The City of Raleigh consents to the connection and extension of the City's Public
Watersystem - shown un this plan. The material and Construction m ethods used
forthis project shall corform tc the standards and specificati ons ofth e City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
------------
The City of Raleigh consents to- the connection to- its public sewer system and
extension of the private sewer colleclon system as shown on Ms plan, The
material and constructions methods used for this project shall conform to the
standards and specifications ofthe City's Public utilities Handbook.
City of Raleigh Public Utilities ilepartmeni Permit#
TOWN CERTIFICATION
THIS DESIGN HAS BEEN REVIEWED BY THE ENGINEER FOR THE
TOWN OF KNIGHTDALE, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, IT CONFORMS
TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS OF THE TOWN OF
KNIGHTDALE.
BY: DATE:
DEVELOPMENT SERVICES ENGINEER
THESE PLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE AND SERVE AS
CONSTRUCTION PLANS FOR THIS PROJECT.
BY: DATE:
ADMINISTRATOR
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DRAWN BY
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DESIGNED BY
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