NCC223397_Site Plan or Location Map_20221005

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I APPROVED QUAIL CROSSING ZONING CONDITIONS
1. ALL DEVELOPMENT WILL COMPLY WILL ALL REQUIREMENTS OF THE TOWN OF WAKE FOREST
UNIFIED DEVELOPMENT ORDINANCE (UDO) UNLESS EXPRESSLY STATED AS AN EXCEPTION, AND WILL
COMPLY WITH APPROVED MASTER PLAN AS SUBMITTED WITH THIS REZONING APPLICATION.
2. THE DEVELOPMENT SHALL HAVE A MAXIMUM NUMBER OF 260 UNITS.
3. VINYL SIDING SHALL NOT BE PERMITTED; HOWEVER, VINYL WINDOWS, DECORATIVE ELEMENTS,
AND TRIM ARE PERMITTED.
4. ANY EXTERIOR WALL OF A UNIT VISIBLE FROM A STREET SHALL CONTAIN AT LEAST TWO
DECORATIVE ELEMENTS SUCH AS, BUT NOT LIMITED TO, THE FOLLOWING ELEMENTS:
a. BAY WINDOW;
b. RECESSED WINDOW;
c. DECORATIVE WINDOW;
d. TRIM AROUND WINDOWS;
e. SIDE PORCH;
f. TWO OR MORE BUILDING MATERIALS;
g. DECORATIVE BRICK OR STONE;
h. DECORATIVE TRIM;
i. DECORATIVE SHAKE;
j. DECORATIVE GABLE;
k. DECORATIVE CORNICE;
I. PORTICO;
m. DORMER.
5. A VARIED COLOR PALETTE SHALL BE UTILIZED ON BUILDINGS THROUGHOUT THE DEVELOPMENT
TO INCLUDE A MINIMUM OF THREE COLOR FAMILIES FOR SIDING AND SHALL INCLUDE VARIED TRIM,
SHUTTER, AND ACCENT COLORS COMPLIMENTING THE SIDING COLOR.
6. DEVELOPED OPEN SPACE AND PARK SPACE SHALL CONTAIN A MINIMUM OF 3 OF THE FOLLOWING
ELEMENTS, BUT NOT LIMITED TO: WALKING TRAILS; SWIMMING POOL; CLUBHOUSE; BUTTERFLY
GARDENS; FITNESS CENTER; DOG PARK; COMMUNITY GARDEN; HAMMOCK LOUNGE; FIREPITS.
17. THIS DEVELOPMENT SHALL PROVIDE A CLUBHOUSE A MINIMUM OF 1,000 SQUARE FEET AND A
POOL.
18. TRADITIONAL BUILDING SETBACKS AS OUTLINED IN TABLE 2.2.5 C. SHALL NOT BE APPLICABLE TO
BUILDINGS SHOWN WITHIN THIS DEVELOPMENT. RATHER, ALL BUILDINGS SHALL HAVE A MINIMUM
SEPARATION OF SIX FEET.
9. ALTERNATIVE STREET SECTION DESIGN - SEE TYPICAL SECTION SHEET C2.00 (SECTION 6.7.2)
10. BUILDINGS SHALL BE PERMITTED TO BE ERECTED ON THE MASTER LOT WITHIN THIS
DEVELOPMENT AND WILL FRONT ON PRIVATE RIGHT-OF-WAY OR COMMON PARK SPACE (SECTION
4.3.1. B).
11. THE BUILDINGS ERECTED WITHIN THIS DEVELOPMENT SHALL NOT BE SUBJECT TO TRADITIONAL
YARD REQUIREMENTS AND SHALL ONLY BE SUBJECT TO A BUILDING SEPARATION REQUIREMENT OF
SIX FEET (SECTION 4.3.3).
12. THE PARK SPACES PROVIDED IN THE DEVELOPMENT SHALL BE A MINIMUM OF 2,000 SQUARE
FEET AND A MINIMUM OF FOUR (4) SUCH PARKS SHALL BE PROVIDED THROUGHOUT THE
DEVELOPMENT (SECTION 7.5.1).
13. NO UNITS OF THE SAME FLOOR PLAN AND EXTERIOR COLOR WILL BE LOCATED IMMEDIATELY
ADJACENT TO EACH OTHER OR DIRECTLY ACROSS THE STREET FROM ONE ANOTHER.
114. AT LEAST 15% OF THE AREA OF EACH FACADE THAT FACES A STREET LOT LINE MUST BE
WINDOWS OR MAIN ENTRANCE DOORS.
115. THE DEVELOPMENT SHALL PROVIDE A MINIMUM OF THREE (3) EV CHARGING STATIONS. FINAL
LOCATIONS TO BE DETERMINED AT CONSTRUCTION DRAWING SUBMITTAL.
16. UPON ESTABLISHMENT, TREE REFORESTATION AREAS SHALL FOLLOW THE SAME LIDO
REQUIREMENTS AS TREE SAVE AREAS.
17. PRIOR TO THE APPROVAL OF CONSTRUCTION DRAWINGS, THE DEVELOPER SHALL COLLABORATE
WITH THE REMAINING WELLINGTON PARK RESIDENTS AND PROVIDE FINANCIAL ASSISTANCE
TOWARDS THE RELOCATION OF THOSE RESIDENTS IN AN AMOUNT NOT TO EXCEED $250,000. ANY
RELOCATION ADMINISTRATION COSTS INCURRED BY THE DEVELOPER FOR THE RELOCATION SHALL BE
IN ADDITION TO THE $250,000 ALLOCATED TOWARDS RELOCATION ASSISTANCE. THE RELOCATION
ASSISTANCE FUNDS CANNOT BE USED TO REMOVE AN ABANDONED STRUCTURE. ONCE ALL
RESIDENTS HAVE BEEN RELOCATED, TRACKING OF ASSISTANCE DISBURSEMENT AND PAID INVOICES
ACCOUNTING FOR THE FUNDS SHALL BE PROVIDED TO THE TOWN OF WAKE FOREST PLANNING
DEPARTMENT. ONCE ALL INVOICES HAVE BEEN PROVIDED SHOWING EXPENDED RELOCATION FUNDS
(EXCLUDING ADMINISTRATION AND DEMOLITION COSTS), THE TOWN SHALL REDUCE THE
RECREATION FACILITY FEE DUE EQUAL TO 50% OF THE FUNDS USED TOWARDS RELOCATION UP TO A
MAXIMUM OF $125,000. THE RECREATION FACILITY FEE REDUCTION SHALL BE APPLIED ON A PER
UNIT REDUCTION (FOR EXAMPLE, IF 260 UNITS ARE BUILT AND THE FULL $250K IS USED TOWARDS
RELOCATION, THE NEW RECREATION FACILITY FEE PER UNIT WOULD BE $1,721.23).
SITE DATA
PIN
1850264626
REALESTATEID
0495784
SITE AREA
1,568,162 SF / 36.00 AC - GROSS
18,076 SF / 0.41 AC - R/W DEDICATION
1,550,086 SF / 35.59 AC - NET
ZONING
RD
WATERSHED
OVERLAY
N/A
WATER SUPPLY
WATERSHED
N/A
RIVER BASIN
NEUSE
COMMUNITY PLAN
DESIGNATION
GENERAL URBAN
EXISTING USE
MOBILE HOME PARK (43 HOMES)
PROPOSED USE
260 MULTIFAMILY UNITS
MAXIMUM UNITS
ALLOWED
260 MULTIFAMILY UNITS
DENSITY
MAXIMUM
10 DU/AC
PROPOSED
260 UNITS / 35.59 AC = 7.31 DU/AC
BUILDING HEIGHT
MAXIMUM
3 STORIES
PROPOSED
3 STORIES
SETBACKS
REQUIRED
FROM
PERIMETER
FRONT: 20' MINIMUM
STREET SIDE/SECONDARY FRONT: 20' MINIMUM
SIDE (FROM ADJACENT LOT): 8' MINIMUM
REAR: 25' MINIMUM
REQUIRED
BUILDING SEPARATION: 6' MINIMUM
BUILDING FRONT FROM SIDEWALK: T MINIMUM
PARKING
REQUIRED
260 UNITS x 1.8/UNIT = 468 SPACES
PROPOSED
286 STANDARD SPACES
129 ON -STREET SPACES
126 GARAGE SPACES
541 TOTAL SPACES
ACCESSIBLE PARKING
REQUIRED
541 SPACES x 2% = 11 SPACES (2 VAN)
PROPOSED
12 SPACES (10 VAN)
BICYCLE PARKING
REQUIRED
541 SPACES x 2/40 VEHICLE SPACES = 28 SPACES (UNITS)
260 UNITS x 1/30 UNITS = 9 SPACES (RECREATION)
1.69 AC x 4 PER 1/4 AC = 27 SPACES (PARK SPACE)
64 TOTAL SPACES (MIN. 28 SPACES SHELTERED TO
ACCOMMODATE LONG-TERM STORAGE)
PROPOSED
64 SPACES (28 SHELTERED)
IMPERVIOUS AREA
PROPOSED
15.68 AC (44%)
OPEN SPACE
REQUIRED
1,550,086 SF x 15%= 232,513 SF
PROPOSED
377,358 SF (24.34%) (6 AREAS)
PARK SPACE
REQUIRED
1,550,086 SF x 2%= 31,002 SF
PROPOSED
73,760 SF (4.76%) (7 AREAS)
ACTIVE OPEN SPACE
REQUIRED
31,002 SF x 0.25% = 7,751 SF
PROPOSED
16,413 SF (AMENITY AREA)
TREE COVERAGE
SEE CALCULATIONS SHEET L5.02
FLOODPLAIN
THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS PER FEMA
MAP #3720185000J DATED 05/02/2006
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N.T.S.
DISTURBED AREA = 37.00 AC.
PUBLIC IMPROVEMENT QUANTITY TABLE
NO. OF UNITS
260
OPEN SPACE
YES
OPEN SPACE AREA (SF)
378,277
PRIVATE WATER (LF)
7,923
PRIVATE SEWER (LF)
5,882
PUBLIC SEWER (LF)
1,248
PUBLIC STREET (LF)
8366
PRIVATE STREET (LF)
8566
PUBLIC SIDEWALK (LF)
18853
STREET SIGNS (EA)
43
CURB AND GUTTER (LF)
16115
PRIVATE SEWER SERVICE STUBS
141
PUBLIC SEWER SERVICE STUBS
11
CONNECT TO PUBLIC WATER MAI
1
PRIVATE STORM DRAINAGE (LF)
10371
SCMs
2
Project Water System Data:
1423 DEERFIELD CROSSING DRIVE
WAKE FOREST, NORTH CAROLINA
CONSTRUCTION DRAWINGS
PROJECT NUMBER: 2020110486
DATE: NOVEMBER 11, 2021
TOWN OF WAKE FOREST
PROJECT
PROJECT
#SP-21-06
#RZ-21-02
CITY OF RALEIGH PUBLIC UTILITIES
STANDARD UTILITY NOTES (AS APPLICABLE)
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD
HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
a. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A
SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
b. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO
EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF
THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
c. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED
WON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
d. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY
SEWER.
e. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP
STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER
CORPUD DETAILS W-41 & S-49).
f. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO
CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE
DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD
HANDBOOK PROCEDURE.
7. INSTALL 3/4" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S
RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI. WHERE SANITARY SERVICES ARE SERVING A BUILDING INSTALLED ON A FLOOR WITH A
FINISHED FLOOR ELEVATION BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, SUCH FIXTURES SHALL BE PROTECTED
BY A BACKWATER VALVE INSTALLED IN THE SERVICE LINE. SANITARY SERVICES SERVING A BUILDING WITH A FINISHED FLOOR ELEVATION ABOVE THE ELEVATION OF THE
MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN
IMPACTS RESPECTIVELY PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW
PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR
PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT STEPHEN CALVERLEY AT [phone] OR [e-mail] FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING
PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING
(ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING
THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
CONTACT JOANIE HARTLEY AT [phone] OR [e-mail] FOR MORE INFORMATION.
1. Are the total # domestic water services > 15, OR the total # people served > 25?
Es / No
2. Type of development? (select one)
• Commercial property
• Residential Condos or Townhomes
• Residential Apartments
3. NOTE: permitting by City of Raleigh on projects having > 15 domestic water
services, OR serving > 25 people, requires Developer NOT to re -sell water (or
must have a WR designation from NCUC for Apartment projects only)
OWNER CERTIFICATE
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY THE
TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS OR NON-COMPLIANCE WITH
TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING
RE -SUBMISSION OR RE -EXECUTION OF THIS CONSTRUCTION PLAT WITH THE APPROPRIATE
CORRECTIONS AND/OR REVISIONS,
T&L Jul 14, 2022
.,,,,.. ,
OWNER
DATE
SHEET INDEX
C1.00
C1.01
C1.02
C2.00
C2.01
C2.02
C2.03
C2.04
C2.05
C3.00
C3.01
C3.02
C3.03
C3.04
C.305
C.306
C3.07
C4.00
C4.01
C4.02
C5.00
C5.01
C5.02
C5.03
C5.04
C5.05
C5.06
C5.07
C5.08
C5.09
C5.10
C5.11
C6.00
C6.01
C6.02
C6.03
C6.04
C6.05
C6.06
C6.07
C6.08
C6.09
C8.01
C8.02
C8.03
C8.04
C8.05
C8.06
C8.07
C8.08
C8.09
C8.10
C8.11
C8.12
C8.13
C9.00
C9.01
C9.02
C9.03
C9.04
C9.05
C9.06
C9.07
L5.00
L5.01
L5.02
L5.03
L5.04
SL2.0
SL2.1
SL2.2
EXISTING CONDITIONS
SPECIMEN TREE SURVEY
PROJECT NOTES
OVERALL SITE PLAN
SITE PLAN - AREA "A"
SITE PLAN - AREA "B"
SIGNAGE AND PAVEMENT MARKING PLAN - AREA "A"
SIGNAGE AND PAVEMENT MARKING PLAN - AREA "B"
PHASING PLAN
OVERALL GRADING AND STORM DRAINAGE PLAN
GRADING AND STORM DRAINAGE
PLAN - AREA "A"
GRADING AND STORM DRAINAGE
PLAN - AREA "B"
GRADING AND STORM DRAINAGE
PLAN - AREA "C"
GRADING AND STORM DRAINAGE
PLAN - AREA "D"
GRADING AND STORM DRAINAGE
PLAN - AREA "E"
GRADING AND STORM DRAINAGE
PLAN - AREA "F"
STORM STRUCTURE TABLE
OVERALL UTILITY PLAN
UTILITY PLAN - AREA "A"
UTILITY PLAN - AREA "B"
PLAN AND PROFILE - DRIVE A STA.
9+50 THRU STA. 18+00
PLAN AND PROFILE - DRIVE A STA.
18+00 THRU STA. 27+50
PLAN AND PROFILE - DRIVE A STA.
27+50 THRU STA. 35+00
PLAN AND PROFILE - DRIVE B STA.
9+00 THRU STA. 16+00
PLAN AND PROFILE - DRIVE B STA.
16+00 THRU STA. 25+00
PLAN AND PROFILE - DRIVE B STA.
25+00 THRU STA. 31+50
PLAN AND PROFILE - DRIVE B STA.
31+50 THRU STA. 38+00
PLAN AND PROFILE - DRIVE C STA.
9+50 THRU STA. 18+00
PLAN AND PROFILE - DRIVE D STA.
9+50 THRU STA. 16+50
PLAN AND PROFILE - DRIVE E STA.
9+50 THRU STA. 19+00
PLAN AND PROFILE - DRIVE F STA.
9+50 THRU STA. 13+00
PLAN AND PROFILE - OFFSITE SANITARY SEWER LINE STA. 10+00 THRU STA. 17+00
OVERALL EROSION CONTROL PLAN - STAGE 1
EROSION CONTROL PLAN - STAGE
1 - AREA "A"
EROSION CONTROL PLAN - STAGE
1 - AREA "B"
OVERALL EROSION CONTROL PLAN - STAGE 2
EROSION CONTROL PLAN - STAGE
2 - AREA "A"
EROSION CONTROL PLAN - STAGE
2 - AREA "B"
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
STORM DRAINAGE DETAILS
STORM DRAINAGE DETAILS
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CITY OF RALEIGH,
TOWN OF WAKE FOREST AND/OR
NCDOT STANDARDS, DETAILS AND
SPECIFICATIONS, LATEST EDITION
STORM DRAINAGE DETAILS SITE PERMITTING APPROVAL
WATER DETAILS Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
WATER DETAILS
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
WATER DETAILS Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4998
SEWERDETAILS 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
SEWER DETAILS Utilities Handbook. City of Raleigh Public Utilities Department Permit #
SEWERDETAILS 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
SCM-A PLAN VIEW
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # S-4999(P)
SC M A DETAILS
SCM-A DETAILS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SCM-A LANDSCAPE DETAILS
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and
P p 9 p Pp
authorization for construction is not to be considered to represent total compliance with all legal requirements for
SCM-B PLAN VIEW
development and construction. The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be
SCM- B DETAILS
construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State,
SCM- B DETAILS
and Federal Rules and Regulations.
SCM-B LANDSCAPE DETAILS
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
OVERALL LANDSCAPE PLAN
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.
LANDSCAPE PLAN - AREA "A"
�5ede°u.� --
City of Raleigh Development Approval
LANDSCAPE PLAN - AREA "B"
City of Raleigh Review Officer
LANDSCAPENOTES
These plans have been electronically approved for construction by the Town of Wake Forest
LANDSCAPE DETAILS
Public Works and Engineering Department. This approval may not be edited once issued.
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ma
PROPOSED PHOTOMETRIC PLAN 09/19/2022
Public Works/Engineering
PROPOSED PHOTOMETRIC PLAN
PROPOSED PHOTOMETRIC PLAN These plans have been electronically approved for construction by the Town of Wake Forest
FOR REFERENCE: OFFSITE ROAD IMPROVEMENTS
_1�I Ianrnht�Department. This approval may not be edited once issued.
t Reidy09/
19/2022
Planning
'J
McADNMS
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
CLIENT
MIDDLEBURG COMMUNITIES
109 WAPPOO CREEK DRIVE, SUITE 1-13
CHARLESTON, SC 29412
MIDDLEBURG
COMMUNITIES
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. 2020110486
FILENAME
2020110486-CD-CS1
CHECKED BY
RCA
DRAWN BY
RLU
SCALE
N.T.S.
DATE
11.22.2021
SHEET
CONSTRUCTION
DRAWINGS FOR:
THE HAMLET AT QUAIL CROSSING
WAKE FOREST, NORTH CAROLINA
PROJECT NUMBER: 2020110486
FINAL DRAWING - RELEASED FOR CONSTRUCTION I