NCC221350_Site Plan or Location Map_20220406

tL
0
N
LO
N
N
0
N
O
M
0
W
W
U)
W
O
U
0
0
U
0
co
J
TOWN OF KNIGHTDALE CONSTRUCTION PLANS
SHEET NUMBER
SHEET TITLE
CO-0
COVER SHEET
CO-1
GENERAL NOTES
CO-2
MASTER PLAN BASIS OF DESIGN
CO-3
MASTER PLAN BASIS OF DESIGN
CO-4
MASTER PLAN BASIS OF DESIGN
C1-0
RECOMBINATION PLAT
C1-1
TOPO SURVEY
C1-2
EXISTING CONDITIONS PLAN
C1-3
SITE DEMOLITION PLAN
C2-0
OVERALL SITE PLAN
C2-1
ENLARGED SITE PLAN
C2-2
ENLARGED SITE PLAN
C2-3
ENLARGED SITE PLAN
C2-4
ENLARGED SITE PLAN
C3-0
OVERALL GRADING PLAN
C3-1
GRADING PLAN (1 OF 3)
C3-2
GRADING PLAN (2 OF 3)
C3-3
GRADING PLAN (3 OF 3)
C3-4
STORM PIPE AND STRUCTURES TABLE
C3-5
RETAINING WALL PLAN (1 OF 5)
C3-6
RETAINING WALL PLAN (2 OF 5)
C3-7
RETAINING WALL PLAN (3 OF 5)
C3-8
RETAINING WALL PLAN (4 OF 5)
C3-9
RETAINING WALL PLAN (5 OF 5)
C4-0
EROSION CONTROL PLAN PHASE 1 (1 OF 3)
C4-1
EROSION CONTROL PLAN PHASE 1 (2 OF 3)
C4-2
EROSION CONTROL PLAN PHASE 1 (3 OF 3)
C4-3
EROSION CONTROL PLAN PHASE 2 (1 OF 3)
C4-4
EROSION CONTROL PLAN PHASE 2 (2 OF 3)
C4-5
EROSION CONTROL PLAN PHASE 2 (3 OF 3)
C4-6
NPDES PLAN
C4-7
EROSION CONTROL DETAILS
C4-8
EROSION CONTROL DETAILS
C4-9
EROSION CONTROL DETAILS - SCM RISER
STRUCTURES
C4-10
EROSION CONTROL DETAILS - SCM OUTLETS
C4-11
EROSION CONTROL DETAILS - DIVERSION DITCH
CALCULATIONS
C5-0
OVERALL UTILITY PLAN
C5-1
UTILITY PLAN (1 of 3)
C5-2
UTILITY PLAN (2 of 3)
C5-3
UTILITY PLAN (3 of 3)
C5-4
SANITARY SEWER OUTFALL PROFILES
C6-1
ROAD A PLAN & PROFILE (STA. 9+50 - 17+50)
C6-2
ROAD A PLAN & PROFILE (STA. 17+50 - 26+00)
C6-3
ROAD A PLAN & PROFILE (STA. 26+00 - 34+00)
C6-4
ROAD A PLAN & PROFILE (STA. 34+00 - 42+00)
C6-5
ROAD B PLAN & PROFILE (STA. 9+50 - 16+00)
C6-6
ROAD B PLAN & PROFILE (STA. 16+00 - 22+50)
SANITARY SEWER FLOW
280 UNITS @ 250 GPD/UNIT = 70,000 GPD
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
TOWN OF KNIGHTDALE CONSTRUCTION PLANS
SHEET NUMBER
SHEET TITLE
C6-7
ROAD C PLAN & PROFILE (STA. 9+50 - 13+50)
C6-8
ROAD E PLAN & PROFILE
C6-9
ROAD D & F PLAN & PROFILE
C6-10
ROAD G & H PLAN & PROFILE
C6-11
ROAD I PLAN & PROFILE
C6-12
ALLEY 1 PLAN & PROFILE
C6-13
ALLEY 2 PLAN & PROFILE
C6-14
ALLEY 3 PLAN & PROFILE
C6-15
ALLEY 4 & 5 PLAN & PROFILE
C6-16
ALLEY 6 PLAN & PROFILE
C6-17
ALLEY 7 PLAN & PROFILE
C6-18
ALLEY 8 & 9 PLAN & PROFILE
C6-19
ALLEY 10 PLAN & PROFILE
C6-20
ALLEY 11 PLAN & PROFILE (STA. 9+50 - 18+00)
C6-21
ALLEY 11 PLAN & PROFILE (STA. 18+00 - 24+50)
C6-22
ALLEY 12, 13, & 14 PLAN & PROFILE
C6-23
ALLEY 15 PLAN & PROFILE
C6-24
ALLEY 16 & 17 PLAN & PROFILE
C6-25
ALLEY 18 & 19 PLAN & PROFILE
C6-26
ALLEY 20 & 21 PLAN & PROFILE
C6-27
ALLEY 22 PLAN & PROFILE
C6-28
ALLEY 23 & 24 PLAN & PROFILE
C7-0
SCM 1 PLAN & PROFILE
C7-1
SCM 2 PLAN & PROFILE
C7-2
SCM 3 PLAN & PROFILE
C7-3
SCM 4 PLAN & PROFILE
C7-4
SCM 5 PLAN & PROFILE
C7-5
SCM 6 PLAN & PROFILE
C7-6
SCM PLANTING 1 & 2
C7-7
SCM PLANTING 3 & 6
C7-8
SCM PLANTING 4
C7-9
SCM PLANTING 5
C8-0
OVERALL OPEN SPACE PLAN
C9-0
ROAD DETAILS
C9-1
ROAD DETAILS
C9-2
UTILITY DETAILS (WATER)
C9-3
UTILITY DETAILS (WATER)
C9-4
UTILITY DETAILS (WATER)
C9-5
UTILITY DETAILS (SEWER)
C9-6
UTILITY DETAILS (SEWER)
C9-7
STORM DRAINAGE DETAILS
C9-8
STORM DRAINAGE DETAILS
C9-9
PAVEMENT PARKING & SIGNAGE PLAN
C9-10
SITE PLAN DETAILS
C10-0
LIGHTING PLAN
1­1-0
LANDSCAPE PLAN
1­2-0
LANDSCAPE DETAILS
C10-0 THROUGH
C 10-29
NCDOT PLANS
TOWN OF KNIGHTDALE WATER
ALLOCATION WORKSHEET
C: A.TE(i,QRY DESCRIPTION POINTS
Base Points 1Vla'or Subdivision 15
1
2
Section 2C
Residential Architecture (House &
To'avnhotise),
15
3
Section 4B
Regort Style Pool
2
4
Section 4C
Pool Deck
2
5
Section 4E
Clubhouse (Bath rocins & Changing
rooins only)
3
6
Section 3A
Enhanced Landscaping on Forestville
Road
2
7
Section 2B
Bicretention Pond for stormwater DMT
At least one of the BMPs onsitc
5
S
Section 4F
Certified Playground equipment
4
Section IC
Trail Connection
2
TOTAL =
50 POINTS
'SEE CO-2 - MASTER PLAN BASIS OF DESIGN - DESIGN CRITERIA
ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF KNIGHTDALE AND NCDOT STANDARDS AND SPECIFICATIONS IF APPLICABLE.
CONSTRUCTION DOCUMENTS FOR
FORESTVILLE VILLAGE
PLANNED UNIT DEVELOPMENT
ST. MATTHEWS TOWNSHIP, WAKE COUNTY, NC
TOK PROJECT NUMBER ZMA-8-20
ORDINANCE # 21-05-19-001
(SR 2049)
VICINITY MAP_
SCALE: 1" = 250'
I �Iil chdi k Ln
M
N,
ANT INFORMATION
R:
ENGINEER/ LANDSCAPE ARCHITECT:
SURVEYOR:
THERS
r
BGE, INC
ROBINSON & PLANTE, P.C.
ETER PARK DRIVE, SUITE B3
5440 WADE PARK BLVD, SUITE 102
970 TRINITY ROAD
LE, NC 27560
RALEIGH, NC 27607
RALEIGH, NC, 27607
851
[phone]
[phone]
JEFF WESTMORELAND, PLA
CONTACT: JAVIER D. JARAMILLO, P.E.
CONTACT: STUART E. PLANTE III, P.L.S.
SPENCER McNAB, RLA
PAVED AREA
PUBLIC STREETS = ± 6,913 LF
PRIVATE ALLEYS = ± 9,233 LF
PUBLIC SIDEWALKS = ± 14,417 LF
CURB & GUTTER = ±13,009 LF
GREENWAYS = ±350 LF
THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF A TRAVEL LANE(S), PARKING SPACE, OR SIDEWALK FROM RIGHT-OF-WAY SERVICES AT LEAST 48 HOURS IN ADVANCE.
IF CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS OR UTILITIES SHOWN ON THIS PLAN ARE REQUIRED, THEY MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT AND PUBLIC UTILITIES DEPARTMENT PRIOR TO ISSUANCE OF PERMITS OR RECORDING OF ANY PLAT FOR THIS DEVELOPMENT.
FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY TOWN OF KNIGHTDALE INSPECTOR AS NEEDED DURING CONSTRUCTION.
ALL SURVEY INFORMATION PROVIDED BY ESP ASSOCIATES, IN DIGITAL FORMAT ON JUNE 18, 2021, AND SUPPLEMENTAL INFORMATION WAS OBTAINED FROM WAKE COUNTY GIS IN JUNE 2021.
ALL PROPOSED CURB AND GUTTER WITHIN PUBLIC RIGHT OF WAY SHOWN ON PLANS TO BE 30" TOWN OF KNIGHTDALE STANDARD CONCRETE CURB AND GUTTER, AND ALL OTHER PROPOSED CURB AND GUTTER TO BE 24" CONCRETE CURB AND GUTTER UNLESS OTHERWISE STATED ON PLANS.
ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
UNLESS NOTED, ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDE TURNING RADIUS OF 28' MINIMUM.
ALL HVAC UNITS SHALL BE SCREENED FROM VIEW OF THE PUBLIC RIGHT OF WAY.
CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OF UNDERGROUND UTILITIES.
HANDICAP PARKING SPACE(S) AND HC ACCESS AISLE(S) SHALL BE NO GREATER THAN TWO PERCENT (2%) PITCH IN ANY DIRECTION(S) AS PER ADA STANDARDS.
PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.
ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE. NO RETAINING WALLS ARE PERMITTED IN THE RIGHT-OF-WAY UNLESS APPROVED BY ENCROACHMENT.
WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH PUBLIC WORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAG SPECIFICATIONS
ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI STANDARDS.
ALL ABOVE GROUND UTILITY DEVICES (TO INCLUDE BUT NOT LIMITED TO TELEPHONE AND CABLE PEDESTALS, ELECTRICAL TRANSFORMERS, BACKFLOW DEVICE HOTBOX, ETC) SHALL BE SCREENED FROM OFF -SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL.
ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY
ACCESSIBILITY GUIDELINES (PPOWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "TOWN OF KNIGHTDALE UNIFIED DEVELOPMENT ORDINANCE" AND CONTACT PUBLIC WORKS DEPARTMENT FOR FURTHER GUIDANCE.
THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH MINIMAL IMPACT TO TRAFFIC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
PUBLIC IMPROVEMENT QUANTITIES
WATER MAINS SANITARY SEWER STORM SEWER
6" DIP WL = ± 333 LF 8" PVC = ± 3,374 LF 15" RCP = ± 7,307 LF 30" RCP = ± 2,067 LF 48" RCP = ± 39 LF
8" DIP WL = ± 7,712 LF 8" DIP = ± 5,657 LF 18" RCP = ± 3,362 LF 36" RCP = ± 1,049 LF
283 STUBS 283 STUBS 24" RCP = ± 2,970 LF 42" RCP = ± 476 LF
TOTAL STORM SEWER PIPE (ALL SIZES) = ± 17,270-
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 Utilities Department at [phone] at least twenty four 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 DATA TABLE
PIN #
1754492629,1754585927,1754680519
SITE AREA
GROSS SITE/ ROW AREA
52.335 AC / 2,279,930 SF
EXISTING R.O.W. DEDICATION (SR 2049 / 2232)
1.065 AC / 46,391 SF
LESS TOWN OF KNIGHTDALE LOT (INC EX. ROW)
4.306 AC / 187,569 SF
PROPOSED R.O.W. DEDICATION
1.12 AC / 48,787 SF
NET SITE AREA (FORESTVILLE VILLAGE)
49.52 AC / 2,157,406 SF
ZONING
NMX-PUD (NEIGHBORHOOD MIXED
USE - PLANNED UNIT DEVELOPMENT)
RESIDENTIAL UNITS
TOTAL PROPOSED UNITS
280
SINGLE FAMILY
89
TOWNHOMES
191
MAXIMUM DENSITY
+/- 6.05 D.U./ ACRE (280/46.26 AC)
SETBACKS
SINGLE FAMILY
FRONT
10' MINIMUM
SIDE
3' MINIMUM (LOTS LESS THAN 60' WIDE)
REAR
20' MINIMUM (FROM ALLEY CENTERLINE)
DRIVEWAY LENGTH
20' MINIMUM (FROM EDGE OF ROW)
TOWNHOMES
OTHERWISE - 25MAX)
FRONT
15' MINIMUM (LOTS THAT FACE FORESTVILLE ROAD,
REAR
20' MINIMUM (MEASURED FROM ALLEY CENTERLINE)
SIDE
10' MINIMUM BETWEEN BUILDINGS (5' MIN. END UNITS)
DRIVEWAY LENGTH
20' MINIMUM (FROM EDGE OF ROW)
MINIMUM LOT SIZE
SINGLE FAMILY
30' X 100'
TOWNHOMES
END LOTS
25' X 80'
INTERNAL LOTS
20' X 80'
OPEN SPACE REQUIREMENT
REQUIRED ACTIVE SPACE:
2.495 AC / 108,682 SF
REQUIRED PASSIVE SPACE:
2.495 AC / 108,682 SF
PROPOSED ACTIVE SPACE:
2.495 AC / 108,682 SF
PROPOSED PASSIVE SPACE:
5.56 AC/ 242,194 SF
TOTAL OPEN SPACE PROVIDED
8.06 AC / 351,094 SF
EROSION AND SEDIMENT CONTROL
PERMIT NO. S-
WAKE COUNTY ENVIRONMENTAL SERVICES
SEDIMENTATION & EROSION CONTROL
919-856-7400
CERTIFICATION STATEMENTS
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:
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 Office
6119a»all] ►lIIaI10 WTI»Ct919_1I
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 for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
SITE PERMITTING APPROVAL
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 for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # ••
Z
O
U
U
W
0
W
H
Q
0
lalalalala pl
DESIGNED BY: TW
DRAWN BY: TW
REVIEWED BY: JDJ
N
N
CD04
� U
n �NUU
U
mZWW
Q C� 00 W
� 1 LU
0
J
J
W
W
-s z
J
LU
J
YUU
Li J
O
IL
I—
LU
W
U)
LU
0
U
MCA R �'''",
Q
SEAL •
• 051656 •
IN
FOR PERMIT
REVIEW ONLY
fOK PROJECT NO.:
ZMA-8-20
DATE: 03/10/2022
r , ,