NCC230975_Site Plan or Location Map_20230405

GENERAL NOTES SITE DATA
,,,,,,,,,,,,,,
TRACT AREA: 9.613 ACRES (TOTAL) �`` N CAR
PROJECT: ABBERLY ROYAL CREEK �O�
1. ALL CURVE RADII ARE 5 FT AT FACE OF CURB, UNLESS OTHERWISE TOTAL PROPOSED UNITS: 250 UNITS
Know�'Ifh�t'S �. �'�. �
/ NOTED.
Call before you dig. PLAN TYPE: SITE PLAN RESIDENTIAL DENSITY: 22 UNITS/AC SEAL �<
{ g \ PROPOSED BUILDING AREA: 74,844 SF (TOTAL) _
2. ALL PARKING SPACES SHALL BE 9' WIDE X 18' DEEP MIN. ENGINEER: TIMMONS GROUP 022321 Q
MAX./MIN. SETBACKS: FRONT: 18 MAX. • cc./ 3. VAC -VAN ACCESSIBLE PARKING SPACE. MIKE ZACCARDO, PE '%'S� FN-IN Ito
5410 TRINITY ROAD, SUITE 102 REAR: 3' MIN. V. Z
4. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO ALL TOWN OF '�i,9F�,, n
RALEIGH NC 27607 ir1
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF FUQUAY FUQUAY VARINA STANDARDS AND SPECIFICATIONS. SIDE: 6' MAX.
� PHONE: [phone]
VARINA AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. FAX: [phone] 12/15/2021
5. SOLID WASTE DUMPSTER AREAS WILL BE SCREENED WITH MATERIALS MEAN BUILDING HEIGHT: 50'
\� CONSISTENT WITH THE EXTERIOR MATERIALS OF THE PROPOSED EMAIL: [e-mail]
STRUCTURES. WATERSHED: SWIFT CREEK E
OWNER: CAMBRIDGE-FV, LLC 0
6. ALL HVAC AND MECHANICAL EQUIPMENT WILL BE ROOF MOUNTED AND DISTURBED AREA: 8.0 ACRES ,�
�► \ 831 E. MOREHEAD ST., SUITE 245 o c
S29°12'37 W SHALL BE SCREENED FROM PUBLIC VIEW USING A PARAPET MINIMUM 12" `,�° O
55.00' CHARLOTTE, NC 28202 PROPOSED PHASES: 5 �., E
ABOVE OR WITH INDIVIDUAL STRUCTURAL SCREENS. REFER TO PHONE: [phone]
S �� ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. = z
BARRETT BLACKBURN, PE IMPERVIOUS SURFACE AREAS: I-_ 2 �
N` 3232 ` �sRe��.QO 7. ALL CURBING SHALL BE 30" STANDARD CURB AND GUTTER. SEE DETAIL EMAIL: [e-mail] EXISTING: 0.00 ACRES 0 LU U)
�' s ` . '°�o R�'90 SHEET.
S/o�c PROPERTY LOCATION: 5151 ROYAL CREEK DR. &5150 ROYAL CREEK DR. PROPOSED: 5.36 ACRES (54.9%) a LL oo z z
�\ tti DEVELOPER SHALL BE RESPONSIBLE FOR THE o- LL N cl; p LU
R1 .\ 6So q</t ALL SIDEWALKS SHALL BE 5-FEET IN WIDTH, UNLESS OTHERWISE NOTED. � G M
qc CONSTRUCTION OF PATRAS DRIVE. PATRASa = - co
FS PARCEL NUMBERS: 0689-78-5555 & 0689-78-9264 �, a
TYP P Rao' DRIVE WAS APPROVED PER SUBDIVISION PLAN PARKING REQ. (N/A FOR NMU): +, ,� O
SET SUB-PR-2018-12 AND WILL BE CONSTRUCTED ��� MINIMUM: N/A z U) X U U
PARKING PARKING RRE
STREET NAME TYPE L LENGTH ZONING: NMU 3: In LU
UNDER THIS SCOPE OF WORK. REFER TO ROYAL �0 � \ � Fl ROW(Fr) LANES SPACES ACCESS PROPOSED ON SITE: 234 < � o � w0 LU
,°,gsg CREEK SUBDIVISION CONSTRUCTION } /� P� PROPOSED USE: NEIGHBORHOOD MIX USE PROPOSED ON STREET: 107 � -1 z w
OCUMENTS FOR ADDITIONAL INFORMATION. o�� \ ROYAL CREEK DR ST55-36 357 55 2 25 Y PROPOSED TOTAL: 341 = 0 z
a� �o. �` LAND USE CLASSIFICATION: VACANT ~ L U Q
/ /� ` ACCESSIBLE PARKING REQUIRED: 8 �o
_ 33r PATRAS DR ST 55-36 412 55 2 21 Y �/ �+ co > a
LU
/80 KE i NOTE
ACCESSIBLE PARKING PROVIDED: 20 � � � 0
4 OWNER SHALL BE RESPONSIBLE FOR THE OA ACCESSIBLE PARKING AND SIGNAGE, SEE TRAFFIC CONTROL NOTES THIS SHEET
CONSTRUCTION OF PORTIONS OF ROYAL \
q�k ` gcFS oQ CREEK DRIVE. ROYAL CREEK DRIVE WAS \ \ B1 ACCESSIBLE WHEELCHAIR RAMP, SEE DETAIL SHEET C7.0
�20' APARTMENT \ _ _ vi
�\ BUILDING#2/ �\ o�� o APPROVED PER SUBDIVISION PLAN SET \ B© ACCESSIBLE WHEELCHAIR RAMP, SEE DETAIL SHEET C7.0
_ 5 STEPS SUB-PR-2018-12 AND WILL BE CONSTRUCTED o
CLUBHOUSE K ss \ \
c R20' `\``` 4 STORY/58 UNIT BLDG N `\ �° UNDER THAT SCOPE OF WORK. REFER TO \ _
_ __ , �\ OC DUMPSTER/COMPACTOR ENCLOSURE WITH GATES, SEE ARCHITECTURAL PLANS c�
�w�o FFE=405.00' o S28°48'o9"w ROYAL CREEK SUBDIVISION CONSTRUCTION \ o
R=10.00 7.24' DOCUMENTS FOR ADDITIONAL INFORMATION. \ OD PROPOSED PROJECT SIGN, REFER TO ARCHITECTURAL PLANS
\.\ �q�/r 7 STEPS K L=15.7 OE STANDARD METHOD FOR ENDING CURB AND GUTTER
1�zo o
® N. 238 A _ \ LU cv
s�°s�o' 9S B1 A N sso° ® OF MECHANICAL AREA, REFER TO ARCHITECTURAL PLANS wLU
/R2 `\ \` A c Q 7g 2ol / \ \ U 0 Ln
0' Ln
, _ \ s = es 996 F \ OH DOG PARK AREA WITH CHAINLINK FENCE AND GATE, SEE ARCH.AND LA PLANS Q
A B1
4.9' / \ \ OI 5' PEDESTRIAN ALUMINUM GATE, COORDINATE SPECIFICS WITH OWNER zz I
� A 37.6' � \ U) DATE
0 0 ' Q \ O PERMANENTLY ANCHORED, WEATHER RESISTENT BENCH WITH A BACK, >
�\ss�°�� �\� Ot�,`? A SirUtij� V OWNER TO COORDINATE MANUFACTURER AND COLOR SPECIFICS > 1211512021
N
2�1' ^ry 2 0\ �% /�'ee M� \ \ OK CONCRETE STAIRS SEE ARCHITECTURAL DRAWING DETAIL SHEET >_ DRAWN BY
A �� Q PIN 0689881561 \
"o,, l/ 1 ^ SANDY, BILLY L OL AMENITY AREA WITH POOL, TABLES, GRILL, REFER TO LANDSCAPING PLANS 331
_ CLOWERS, EVELYN S / \
A POOL 8 STEPS ' <� T DB 14568 PIS 958 \
K �' E \ OM SEGMENTAL RETAINING WALL WITH 6"ALUMINUM FENCE MOUNTED ON TOP
EQUIPMENT/
` / \ REFER TO RETAINING WALL PLANS BY OTHERS, TO BE INSTALLED BY OWNER • DESIGNED BY
MAIL KIOSKS " \
\ ` ` R15' s �� �.' BUILDING y� QPG� APARTMENT N�3 .` � . \ / O CAST IN PLACE RETAINING WALL WITH CLADDING SEE ARCH. DRAWINGS • T.GRISSINGER
FFE=404.50' �� ^� BUILDING#3 ' R2011
Rao' © �. 4 STORY/60 UNIT BLDG A /, E O STOP SIGNAGE, SEE TRAFFIC CONTROL NOTES THIS SHEET • CHECKED BY
R �0� FFE=402.50' �/ SITE LIGHTING TO BE INSTALLED BY DEVELOPER, SEE LIGHTING PLAN M.ZACCARDO
PGA, A
F 2 Bl M
APARTMENT Q 4 STEPS qN
BUILDING#1 B1 ,) <�P� K - PACT zo9sF� \� �` ® CONCRETE RAMP WITH HANDRAILS SEE ARCHITECTURAL DRAWINGS • • SCALE
4 STORY/60 UNIT BLDG A }c \V \ OR CAST IN PLACE CONCRETE RETAINING WALL SEE ARCHITECTURAL DRAWINGS • 1" = 50'
FFE=404.00' ; �,`b ^o�O \
� �k' A % _/ \ / OS PUBLIC STREET LIGHTING TO BE INSTALLED BY OWNER NOT THIS DEVELOPMENT. •
S -gR�ssg A B1 �q V 9` \\ / OT HANDRAILS SEE ARCHITECTURAL DRAWINGS
R •
0 I CONCRETE SIDEWALK, SEE DETAIL SHEET �
A90 F6 10.5' 18 \ PIN 0689882399
BO DBI15943 M 336 RY 0 HEAVY-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
I 9�� 2' 000� �I o \ LIGHT-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
0D'
=�b/orb p I M \ HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET o
•2826 � � I \ �
_ R15' , ;, , 'Irv.
TRAFFIC CONTROL NOTES N
OTHERS SHALL BE RESPONSIBLE FOR THE Fa 6, Aqc °ps,18' 24' ;'' �\ \
SRO �� ' `
` CONSTRUCTION OF LARISSA ROAD. LARISSA F� w p o\ ® 1� IMPA T3 6SF \� \� \� \� a °� 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON VAN
ROAD WAS APPROVED PER SUBDIVISION PLAN 9�fr Apo ���o \� °' ACCESSIBLE N
�� G� / 6' 'w� �18 \ \ UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)AND NCDOT STANDARDS. a')
SET SUB-PR-2018-12 AND WILL BE Rao' -- R15' \�Q? �\o \\ \
/ SIGN MUTCD STD. SIZE RESERVED
CONSTRUCTED UNDER THAT SCOPE OF WORK. R4 O'�22.13' R=100.00' _ `� \\ \ PARKING
87.- _w-_ 4 ,� s \\ ACCESSIBLE PARKING R7-1 12"x18"
REFER TO ROYAL CREEK SUBDIVISION _ Nse°26'53 W =37,0 ' o \
R28 ® �' \ \I/ \I/ \I/ \I/ \I/ \ STOP SIGN R1-1 30 x30 N N
CONSTRUCTION DOCUMENTS FOR ADDITIONAL -- H v �N �' \ P-
INFORMATION. R30' 4 \ A �� ,\s s \\ \\ 2• ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN.VERTICAL CLEARANCE L
"'Mum Z Q
``�`�° \ TO THE BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST s SOTY rl Uj J c
Lq CO 6'WALK 'a I ■ ■ ■ m
\ ° p P g \
SET IN 18-IN DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED W
cv PLC ; Szc��`5 \
�I II D o �n 6.N s33°42'3 \� \� \� \� \ sQo° ADJACENT TO SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN.VERTICAL U Q
NOTES: O m�' __= R1 7.53 \ '°o°ems CLEARANCE TO THE BOTTOM OF SIGN. U a)
1. BOUNDARY TAKEN FROM SURVEY BY WETHERILL ENGINEERING & SURVEYING. \ ' R-100.00' �I/ �I/ �I/ �I/ �I/ \ \ ��F 3. =
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS. MASS GRADING PROVIDED BY 32'E/ ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD z U o
2$ L=2 \ AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
OWNER. x `.V ••• O �o
3. THIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE PER FEMA MAP#3720068900J, PANEL 0689. I I m \ R10 /" 115 ®,�; R25' \ MARKING NCDOT STD. SIZE COLOR z z
4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE D \o •••• ,� •. \ PARKING SPACE * 4-IN WHT. z
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR v , � w R15' �I/ �I/- t/` �I/ �I/ �I/ \ NO PARKING - FIRE LANE 4-IN YEL.
21
SERVICE BEFORE DIGGING. S <� v2 rn N° o * NO PARKING -FIRE LANE MARKING SHALL CONSIST OF A 4"SOLID YELLOW w Z J
5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF Z `m STRIPE AND 8" HIGH YELLOW TEXT"NO PARKING - FIRE LANE"AT 40' INTERVALS. F__1 O a °
FUQUAY-VARINA STANDARDS AND SPECIFICATIONS. ° 0 A N 17.g5' 100 Y\E�R/ FLOOD IP/LAIN /� STRIPING SHALL BE PLACED AS INDICATED BY THE FOLLOWING LINETYPE------ J O w W t
6. THE DEVELOPER MUST REQUEST A PRE-CONSTRUCTION MEETING FROM THE TOWN OF BUILDING #4 B1 19 S S K I J/ �I/ LIMITS �/ �/ �/ �/ / Q LU
FUQUAY-VARINA PRIOR TO BEGINNING CONSTRUCTION OF ANY STREETS OR UTILITY A 4. ALL PAVEMENT MARKINGS SHALL BE RESIN TYPE PAINT AS REQUIRED BY THE TOWN. z Q I--I a
4 STORY/72 UNIT BLDG \•, /
IMPROVEMENTS. THIS PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE TOWN, PRIOR FFE=401.40' �/ �/ �/ �/ �; �/ �/ J W ; o
TO STARTING CONSTRUCTION. THE DEVELOPER SHALL CONTACT KIM NOBLES AT 919-753-1019 BASEMENT ELEV=390.73' F i' /�� THE ACCESSIBLE PARKING
� IMPACT 136SF • SPACES AND AISLES O J Q ° �
TO SCHEDULE THIS CONFERENCE. N .g'J \I/ \I/ \I/ \I/ \I/ �\I/ / oo .� C U)
7. ALL STREETS EXCEPT ALLEYS SHALL BE PUBLIC.
O.L x ��' % TYP 5' RADIUS SHALL HAVE A MAX. 2% zo
M /• rk��� UNLESS NOTED SLOPE IN ALL DIRECTIONS /Q Q o
8. ALL UTILITIES SHALL BE UNDERGROUND. W �I/ �I/ �I/ �I/ �I/ : 5 �I/ INCLUDING THE DIAGONAL LEGEND v Uj > T o
T 9. EROSION CONTROL PLANS MAYBE REQUIRED BY THE TOWN OF FUQUAY-VARINA. X O�� MAINTENANCE/ OTHERWISE
10. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. APPROVED AND 11 STEP \� CARWA H \�/ \�/ \�/ \�/ ; \�/ \�/ _ a
PERMITTED THROUGH TOWN OF FUQUAY-VARINA INSPECTIONS DEPARTMENT. K BUILDING ; - - PROPERTY LINE = o
0 MM
11. ALL CLEAR CUTTING MUST BE IN COMPLIANCE WITH CHAPTER 9, ENVIRONMENTAL I I I FFE=400.83' / EXISTING RIGHT-OF-WAY W O' °
PROTECTION CODE, ARTICLE H, CLEAR CUTTING AND PROTECTION OF "HERITAGE" TREES TO ,_ 233.23 W I ------- EXISTING ROAD CENTER O LL °
BE FURTHER SHOWN IN DETAIL AT THE SUBDIVISION CONSTRUCTION PLAN SUBMITTAL. M •.\ / ... \� \� \� �S 47^ \� \ \� �� VAC ADJACENT PROPERTY LINE Z U)
z 12. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. PROPOSED RIGHT-OF-WAY zo a
7.6' PROPOSED LOT LINE Q
a 13. EACH LOT WILL BE SERVED BY TOWN OF FUQUAY-VARINA PUBLIC WATER SYSTEM. - -
� 14. EACH LOT WILL BE SERVED BY TOWN OF FUQUAY-VARINA PUBLIC SEWER SYSTEM. � . ------- PROPOSED ROAD CENTER
0 15. WAKE COUNTY EROSION CONTROL AND TOWN OF FUQUAY-VARINA STORMWATER PERMITS \ •... I PROPOSED EOP
N WILL BE REQUIRED. �I/ �I/ �I/ �I/ �I/a �I/ �I/ �I/ �I/ �I/ c� c� I VAC PROPOSED ZONING LINE
Q _
N 16. CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO ANY WORK BEGINNING. N / 9 6 0 /'•. \I \ I QY
17. SIGNAGE SHALL BE APPROVED PRIOR TO ANY INSTALLATION WORK.
E 18. DEDICATED OPEN SPACE AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS c) \ 18 24 18 3 o
ASSOCIATION. I I I I I �I/ \I/ \I/ \I/ :\I/ \I/ STALL AISLE STALL x
\ {�/ - LEGEND
19. OPEN SPACE SHALL BE DEDICATED FOR PROVISION OF ACTIVE AND/OR PASSIVE OUTDOOR ° 1 c�6' '' \V \V \V .V/ \V \�/ \�/ ALL DIMENSIONS ARE TO FACE OF CURB.RECREATION OPPORTUNITIES FOR THE SUBDIVISION'S RESIDENTS AND THEIR GUESTS. S : � v N
20. A FINANCIAL GUARANTEE WILL BEFINAL PLAT.
2 INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE. � 2
211. ADJUSTMENTS TO ON-STREET PARKING PRIOR
BE MADEOTO ACCOMMODATE DRIVEWAYS � S��/ \� \� \� \� \� EXISTING WETLANDS o
DURING SITE PLAN REVIEW FOR COMMERCIAL LOTS. """"'•' TYPICAL PARKING DIMENSIONS
o •. .••'I' NEUSE RIPARIAN BUFFER
U ....'.... S P S NOTE 5
ALL WALKS AND RAMPS IN THIS AREA PREVIOUSLY INSTALLED BY DEVELOPER AND = - �/ �06 No. $ c
ARE ADA COMPLIANT. !; CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT THE POOL EQUIPMENT BUILDING. LOCATIONS �
�� SHALL BE APPROVED BY USPS. co 4397 M N
A HOMEOWNER'S ASSOCATION (HOA)WILL OWN AND MAINTAIN ALL OPEN SPACE N /' > co U)
v N NOTE: RETAINING WALL DESIGNED BY OTHERS. NOTE: IF PROJECT IS PHASED, A TEMPORARY SCALE 1"=50' o SHEET NO. `-° o
PARCELS AND WILL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING REQUIRED Q Q _
BY THE TOWN OF FUQUAY-VARINA LAND DEVELOPMENT ORDINANCE (LDO). " CONTRACTOR SHALL COORDINATE DESIGN AND TURNAROUND WILL BE REQUIRED FOR DEAD z u
' �`� \ '• SUBMIT FOR REVIEW AND APPROVAL. END STREETS. 0 50' 100' C2.0
L