NCC216446_Site Plan or Location Map_20211122

(J"LUlb CAJJ, NIAUN & RtrvrvtUY, INI:. tAF'F(tJJLY F(tAtF(VtJ I It) I:UIVIIVIUN LAW I:UF'YFnlar'I I ANU U I rltrl I-NUI`rN I Y NlLnrl It) IN I r'ItJt F-LANJ. I r'ItJt I-LANJ AN= NU I Ill br- HtF'HUUUk r_U, L r1ANutU UN I:UF'ItU IN ANY rUNIVI UN IVIANNr-H VVr'IA I JUtVtH, NUN AHt I ntY Ill br_ AJJIurvtU I ll ANY I r'll HLJ I -AN I Y VVI I r'IUU I rINZ) I Ub IAININu I rlr- tAYF1tJJtU WWI I I r-N F't FnVIIJJIUN ANU I:UNJtN I Ur' CAJJ, NIAUN & RtrvrvtUY, INI:.
SYMBOLS AND ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
ALUM
ALUMINUM
AST2
ALUMINIZED STEEL - TYPE 2
B-B
BACK TO BACK
BOA
BLOW -OFF ASSEMBLY
C&G
CURB AND GUTTER
CFS
CUBIC FEET PER SECOND
Cl
CURB INLET
CL
CENTER LINE
CMP
CORRUGATED METAL PIPE
CO
CLEAN OUT
COM
COMMUNICATION
CONC
CONCRETE
DCV
DOUBLE CHECK VALVE
DDCV
DOUBLE DETECTOR CHECK VALVE
DI
DROP INLET
DIP
DUCTILE IRON PIPE
EASE
EASEMENT
ELEC
ELECTRIC
EX
EXISTING
FES
FLARED END SECTION
FH
FIRE HYDRANT
FM
FORCE MAIN
FT
FEET
FT/SEC
FEET PER SEC
GALV
GALVANIZED
GV
GATE VALVE
HDPE
HIGH DENSITY POLYETHYLENE
L
LENGTH
LF
LINEAR FEET
MH
MANHOLE
PAVE
PAVEMENT
PE
FINISHED PAD ELEVATION
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
R
RADIUS
R/W
RIGHT-OF-WAY
RED
REDUCER
RCP
REINFORCED CONCRETE PIPE
RPZ
REDUCED PRESSURE ZONE
SS
SANITARY SEWER
STA
STATION
TDD
TEMPORARY DIVERSION DITCH
TELE
TELEPHONE
TSB
TEMPORARY SEDIMENT BASIN
UG
UNDERGROUND
WCR
WHEELCHAIR RAMP
W/L
WATER LINE
WM
WATER METER
YI
YARD INLET
CONSTRUCTION NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF KNIGHTDALE STANDARDS AND SPECIFICATIONS
SHEET INDEX
ATTENTION CONTRACTORS COVER
The Construction Contractor responsible for the extension of water, C0.1 EXISTING CONDITIONS &DEMOLITION PLAN
sewer, and/or reuse, as approved in these plans, is responsible for FLOWERS PLACE
contacting the Public Utilities Department at [phone] at C1 .0 SITE PLAN
EXISTING CURB INLET least twentyfour hours prior to beginning any of their construction. C O S C
❑
EXISTING GRATE INLET/YARD INLET
o
EXISTING FLARED END SECT/ON
Failure to notify both City Departments in advance of beginning
-6-
EXISTING FIRE HYDRANT
construction, will result in the issuance of monetary fines, and require
oa o
EXISTING BLOW -OFF ASSEMBLY
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
oa
EXISTING GATE VALVE
o
EXISTING REDUCER
Failure to call for Inspection, Install a Downstream Plug, have
❑
EXISTING WATER METER
Permitted Plans on the Jobsite, or any other Violation of City of
O
EXISTING SAN SEWER MANHOLE
Raleigh Standards will result in a Fine and Possible Exclusion from
o
EXISTING CLEAN OUT
future work in the City of Raleigh.
r0i
EXISTING POWER POLE
❑
EXISTING TELEPHONE PEDESTAL
EXISTING AREA LIGHT
EXISTING SIGN
lr�_]
NEW CURB INLET
■ NEW GRATE INLET/YARD INLET NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
on NEW FLARED END SECTION IN ACCORDANCE WITH THE ACCEPTED
NEW FIRE HYDRANT POLICIES OF THE TOWN OF KNIGHTDALE AND
..• NEW BLOW -OFF ASSEMBLY I NCDOT
H NEW GATE VALVE
NEW REDUCER
o
NEW WATER METER
I -I
NEW TEE
n
NEW PLUG
•
NEW MANHOLE
®
NEW CLEAN OUT
T
NEW SIGN
o
IRON PIPE
BENCHMARK
TEMP SILT FENCE
TPF
TPF
TEMP TREE PROTECTION FENCE
TEMP COMBINATION SILT/TREE PROTECTION FENCE
E
TPF
TEMP DIVERSION DITCH
•
DISTURBED LIMITS
- •
STREAM
- - G -
- - G
EXISTING GAS LINE
- - coM -
- - coM
EXISTING COMMUNICATIONS LINE
- - r -
- - r
EXISTING UNDERGROUND TELEPHONE
- - E -
- - E
EXISTING UNDERGROUND ELECTRIC
- - OHE -
- - OHE
EXISTING OVERHEAD ELECTRIC
- - W -
- - W
EXISTING WATER LINE
- - FM -
- - FM
EXISTING SANITARY SEWER FORCE MAIN
- - ss -
- - ss
EXISTING SANITARY SEWER
---------------
EXISTING STORM DRAINAGE
NEW STORM DRAINAGE
NEW WATER LINE
NEW SANITARY SEWER
NEW SANITARY SEWER FORCE MAIN
FM
FM
NEW GAS MAIN
c
c
• • • • • • • •
• • • • • •
• HANDICAPPED ACCESSIBLE ROUTE
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN,
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY CITY AND
STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
7. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFlLL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFlLL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFlLL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
APPROVED
EROSION CONTROL ❑ S-
STORMWATER MGMT. ❑ S-
FLOOD STUDY ❑ S-
DATE
vnge'
O1 ENVIRONMENTAL CONSULTANT SIGNATURE
SUBDIVISION
0 KELLEY MEADOWS ROAD
TOWN OF KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
WATER ALLOCATION POLICY BONUS POINT CHART
Points
Base Points - Major Residential Subdivision
15
Bonus Point Items (Additional 35 Points required)
Residential Architectural Standards
15
Development within Old Town District
4
IPEMA Certified Playground Equipment
4
Stormwater - Wet Pond w/ Fountain
4
Provision of On -Street Public Parking
4
Outdoor Display of Public Art
4
Total Proposed Bonus Points:
35
Total Points (50 Points Required)
50
QUANTITY SUMMARY
PUBLIC
WATER (LF)
274
WATER
SERVICE CONNECTIONS
17
PUBLIC
SEWER (LF)
505
SANITARY SEWER SERVICE CONNECTIONS
17
PUBLIC
STORM DRAINAGE (LF)
426
PUBLIC
STREET (LF)
246
PUBLIC
SIDEWALK (LF)
823
PUBLIC
CURB AND GUTTER (LF)
597
JOTE: UTILITY CONNECTION PERMITS FOR THIS PROJECT WILL BE
SSUED BY THE TOWN OF KNIGHTDALE ONLY AFTER A DRAFT OF
-HE PLAT SUBDIVISION AND RIGHT OF WAY DEDICATIONS HAVE
3EEN REVIEWED FOR APPROVAL BY CORPUD THEN RECORDED.
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE.
16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL AND WILL REQUIRE A
SEPARATE BUILDING PERMIT.
18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPON REQUEST.
21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION, TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS MORE STRINGENT.
TOWN OF KNIGHTDALE
PUD CASE NO. ZMA=9=19
OWNER/
DEVELOPER:
HABITAT FOR HUMANITY
OF WAKE COUNTY
2420 NORTH RALEIGH BLVD.
RALEIGH, NC 27604
CONTACT: JIM MIDDLETON
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER: ,.�''�`� Ro'',.,
,•'��d�OFESS/p�°•i / --o
�_ SEAL9r �'-
036908
- L ^ V `IV
i
Y p. B\ti
BASS, NIXON & KENNEDY, INC. �'
10/15/21
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
TELEPHONE: [phone]
FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110)
NCBOLA (C-0267)
CONTACT: MARTY D. BIZZELL, PE
EMAIL: [e-mail]
C1.1
A TIVE PEN PA E PLAN
C2.0
UTILITY PLAN
C3.0
GRADING AND DRAINAGE PLAN
C3.1
ENLARGED SCM PLAN AND DETAILS
C3.2
EROSION CONTROL PLAN - STAGE 1
C3.3
EROSION CONTROL PLAN - STAGE 2
C3.4
NGG01 PLAN
C4.1
PRIVATE ALLEY 1 & 2 PLAN AND PROFILE
C4.2
FLOWERS STREET ROAD WIDENING AND
PUBLIC SEWER PLAN AND PROFILE
C5.1
DETAILS
C5.2
DETAILS
C5.3
DETAILS
C5.4
DETAILS
C5.5
DETAILS
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE PLAN
SL-101
SITE LIGHTING
��ON
MUST
Y
6��JC'
A
�o
Zm
¢o
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
ZONING CONDITIONS
ZMA-9-19 HABITAT FOR HUMANITY PLANNED UNIT DEVELOPMENT
SECTION 1: That the Unified Development Ordinance of the Town of Knightdale Code, which
includes the Zoning District Map, be amended to rezone approximately 2.29 ± acres located
within the Town of Knightdale's Corporate Limits located east of Kelley Meadows Road and
north of Flowers Street, addressed 201 Flowers Street, and identified as Wake County PIN
1754-51-5410 from Urban Residential 12 (UR12) to Urban Residential-12 Planned Unit
Development (UR12-PUD) as indicated.
SECTION 2. That the additional conditions contained within the application identified as ZMA-�
19 and PUD Document (Exhibit 1), and listed below apply as additional zoning conditions to thI
parcel of land identified as PIN 1754-51-5410:
1. All lots will be 30 feet in width, rear loaded on a private alley, and served by driveways that
are a minimum length of 20 ft. rather than the UDO requirement of 35 ft.
2. The 20-foot Type B landscape buffer yard required between the proposed subdivision and
existing Wil-Ros Meadows subdivision to the north will be reduced accordingly: the buffer
will be reduced to a width of 5 ft. along Lot 1 and the alley; and to a width of 10 ft. along the
proposed playground area. A 6 ft. wood privacy fence along with vegetation will be provided
for the reduced buffer areas. The applicant will provide the full 20 ft. Type B buffer along the
remainder of the shared northern property line.
3. The applicant will provide an uncovered Cluster Mailbox Unit (CBU) instead of a CBU
covered by a shelter as required by UDO Ch. 4.7.E.
4. The applicant has provided actual home elevations that will be built in the subdivision
(included in PUD document). In addition to the elevations, the applicant agrees to the Single -
Family Dwelling Architectural Standards found in LIDO Ch. 5.7 and the additional conditions
listed below:
a. All dwellings will be 2-story single family homes built on 30 ft. wide lots and will
have a minimum of 1,150 heated square feet.
b. All driveways will be a paved surface accessed from a rear alley with space to
accommodate two vehicles. Garages will not be provided for this development. A
paved or hard surface walking path will be provided from the driveway to the rear of
the home.
c. All single-family homes shall be raised from the finished grade a minimum of 18"
and shall have crawlspace foundations that shall be covered on all sides with brick or
stone. Areas under porches may be enclosed with lattice.
d. All homes shall have a combination of two or more of the following materials on the
front facade above the foundation: stone, brick, lap siding, shake, or board and batten.
All siding shall be fiber cement. Vinyl may be used for soffits, fascia, and corner
boards.
e. All single-family homes will have a front porch with a minimum depth of six (6) feet.
Front porch posts will be at least 6"x6" and extend at least 50% of the fagade.
f. Main roof pitches (excluding porches) for 2-story homes shall be at least 7:12. Some
dwellings may have hip roof design. Monopitch (shed) roofs are allowed only if they
are attached to the wall of the main building and shall have a pitch of at least 3:12.
g. There shall be a 12" overhang on every gable roof end and hip roof end.
h. For every linear 30 feet (or fraction) of continuous side elevation, there shall be one
window or door added to the side elevation. Any siding break on the side of the home
such as a fireplace, porch, wall offset can be used as an alternative to a window or
door.
5. The submitted site plan (Exhibit 2) and home elevations will serve as the site -specific
development plan. However, the applicant must submit Construction Drawings to the Town
for approval that are in conformance with the approved conditions of the UR12PUD zoning
district, master plan comments, Unified Development Ordinance, and comments from the
January 9, 2020 DRC meeting.
SECTION 3. That all laws and clauses of law in conflict herewith are hereby repealed to the
extent of said conflict.
SECTION 4. That if this ordinance or application thereof to any person or circumstance is held
invalid, such invalidity shall not affect other provisions of this ordinance which can be given
separate effect and to the end the provisions of this ordinance are declared to be severable.
SECTION 5. That this ordinance has been adopted following a duly advertised public hearing of
the Town Council and following review and recommendation by the Land Use Review Board.
SECTION 6. That this ordinance shall be enforced as provided in G.S. 160A-175 or as provided
for in the Knightdale Town Code.
SECTION 7. That this ordinance shall become effective upon its adoption by Town Council.
Adopted this 19th day of February, 2020
SITE DATA
PROJECT NAME:
WET POND SITE:
TOWN OF KNIGHTDALE PROPERTY
PIN:
REAL ID NUMBER:
ADDRESS:
ZONING:
EXISTING:
PROPOSED:
USE:
EXISTING:
PROPOSED:
SINGLE FAMILY RESIDENTIAL SITE:
HABITAT FOR HUMANITY PROPERTY
PIN:
REAL ID NUMBER:
ADDRESS:
FLOWERS PLACE SUBDIVISION
1754-51-1400
0103135
0 SALLINGER STREET
KNIGHTDALE, NORTH CAROLINA
UR12
UR12
EXEMPT
EXEMPT/WET POND
1754-51-5410
0060563
0 KELLEY MEADOWS ROAD
KNIGHTDALE, NORTH CAROLINA
ZONING:
EXISTING:
UR12
PROPOSED:
UR12-PUD
USE:
EXISTING:
VACANT
PROPOSED:
SINGLE FAMILY RESIDENTIAL
SITE AREA (GROSS):
WESTERN TRACT:
EASTERN TRACT:
0.076 AC (3,296 SF)
TOTAL:
2,214 AC (96,458 SF)
2.290 AC (99,754 SF)
DEDICATED R/W AREA:
FLOWERS STREET:
0.024 AC (1,035 SF)
NET SITE AREA:
2.266 AC (98,719 SF)
NUMBER OF LOTS:
17
DENSITY (17 UNITS/2.266 AC):
7.502 UNITS/AC
NUMBER OF BEDROOMS (3 PER UNIT x 17
UNITS): 51 BEDROOMS
MINIMUM LOT WIDTH:
30'
MIN. LOT SIZE PROPOSED:
3,210 SF
AVG LOT SIZE PROPOSED:
3,387 SF
MAX LOT SIZE PROPOSED:
4,096 SF
RECREATIONAL OPEN SPACE CALCULATIONS:
(ENTIRE SITE IS WITHIN 1/4 MILE OF KNIGHTDALE ELEMENTARY PARK)
DENSITY:
17 UNITS/2.27 AC=7.5 UNITS/AC
BEDROOM ESTIMATE:
TOTAL BEDROOMS=17 x 3.0=51 BEDROOMS
OPEN SPACE REQUIRED: 51
BEDROOMS x 275 SF=14,025 SF (14.05%)
50% ACTIVE:
14,025 x 0.50=7,013 SF
50% PASSIVE:
14,025 x 0.50=7,012 SF
OPEN SPACE PROVIDED:
28,283 SF (0.65 AC)
SETBACKS:
FRONT:
10' MIN
FRONT YARD ENCROACHMENT
8'
SIDE:
20% OF LOT WIDTH (WITH 3' MIN)
REAR:
25' OR 20' FROM CL OF ALLEY
DRIVEWAY LENGTH:
20' MIN
SITE PERMITTING APPROVAL
Water and Sewer Permits (If aooli cable
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform tothe standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit# - S-4609X
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used forthis project shall conform tothe standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # - W-3700
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit #
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
a. 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:
Town Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: Date:
Administrator
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 Knightdale 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:
CD
T
Ch
a
2
N
0
Z
♦♦Ill
V/
Q
U
0
a
0
Z
LU
O
a
Ill
J
Q
0
♦2
V
Z
' `
i
LL
O
Z
O
U
Z
0
W
Z
Z
W
Y
Ca
Z
>G
Z
vi
Q
m
0
Z
Z
O
N
Z
U
Z
O
Cl)
m
Cl)
W
a
Cl)
cc
W
O
J
ILL
N
00
O
00
r
c")
0