20201232 Ver 2_Meeting Request Review_20210408

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20201232
Version *
Central Office - [phone]
Rick Trone
Pre -Filing Meeting Request submitted 4/8/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Deborah Shirley
[e-mail]
Aspire at Cary Pointe Mod
BRG Route 55, LLC (Attn: Ryan Klaff)
Wake
2
Owner Address: Street Address
104 Hume Avenue
Address Line 2
City State / Rovince / Region
Alexandria VA
Fbstal / Zip Code Country
22301 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit fJ Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
a Yes r No
Please list all existing project ID's associated with this projects.*
SAW-2019-02253
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below and include location information. *

This project is a proposed modification for the construction of a age
restricted housing development and associated amenities at the corner of
Morrisville Parkway and Highway 55 in Cary, NC. Existing conditions
onsite consists primarily of forested land. Specifically, there are two (2)
wetland features, one (1) perennial stream, and one (1) intermittent
stream feature on property. The modification for this project is for a
previously proposed/approved road crossing that impacted wetlands and
streams.
Please give a couple of dates you are available for a meeting.
4/9/2021
4/12/2021
4/13/2021
4/14/2021
4/15/2021
Please attach the documentation you would like to have the meeting about.
C-2.0.pdf
pdf only
948.17KB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 4/8/2021
Reviewer Meeting Request Decision
.....................................................................................................................................................................
Is a meeting required or is there more info needed?*
r Yes r No
If rrore information is needed, please add conrrents for the email notification below.

LEGEND
D.❖.❖.❖.❖❖❖❖❖❖❖❖•
OO.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖
o❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•
........................
EXISTING LIMITS OF WETLANDS
PROPOSED PUBLIC EASEMENT
EXISTING WETLAND
RIGHT-OF-WAY DEDICATION
RIPARIAN BUFFER
LIGHT -DUTY ASPHALT
NEW PAVEMENT
FROM WIDENING
PROVIDED TOWN OF CARY
AVG. 40' WIDE STREETSCAPE
REQUIRED TOWN OF CARY 40'
WIDE STREETSCAPE
SIGHT DISTANCE EASEMENT AREA
SURVEY LEGEND
O IPF - - IRON PIPE FOUND J EX SEWER MANHOLE
O CMF - - CONCRETE MONUMENT FOUND O EX STORM MANHOLE
X CP - - COMPUTED POINT ❑ EX STORM INLET
DIST - - DISTURBED ® EX WATER MANHOLE
R/W - - RIGHT-OF-WAY ® EX WATER VALVE
u SN - - SIGN EX FIRE HYDRANT
❑5 ELP - - ELECTRICAL PEDESTAL
❑ FOV - - FIBEROPTICS VAULT
SIG - - SIGNAL BOX
❑F FOM - - FIBEROPTICS MARKER
❑ TEV - - TELECOMMUNICATION VAULT
RCP - - REINFORCED CONC. PIPE
PVC - - POLYVINYL CHLORIDA PIPE
C+G - - CURB & GUTTER
EP - - EDGE OF PAVEMENT
HC - - HANDICAP
LP - - LIGHT POLE
GV - - GAS VALVE
3' WIDE PROPOSED
TOWN OF CARY STREET
LIGHT EASEMENT
245' STOPPING
SITE DISTANCE
TRIANGLE
TIE TO EXISTING
CURB AND GUTTER
``% 15'X555'SITE
) TRIANGLE
d i DISTANCE
O
PORTION OF SIGHT DISTANCE
, TRIANGLE OUT OF R/W IN PROPOSED
/ SIGHT DISTANCE TRIANGLE ESMT.
15' X 480' SITE
DISTANCE
TRIANGLE
EDGE OF EXISTING
ASPHALT PAVEMENT
STANDARD
AP:::
Ai"
TRAN: 30" C&G TO 24"
/ C&G (TYP. OF 2)
2,769 SF (0.064 AC) EX. WETLAND TO
REMAIN AND BE PROTECTED.
PRELIMINARY JURISDICTIONAL
DETERMINATION PROVIDED BY SOIL
& ENVIRONMENTAL CONSULTANTS
ON OCTOBER 24, 2019.
PROPOSED STORMWATER
CONTROL STRUCTURE &
ACCESS EASEMENT
NEW PROPERTY LINE
BY RECOMBINATION
BM 2020 PG 661
PIN: 0735-60-2672
261,679 S.F.
6.00 AC.
3301 MORRISVILLE PKWY.
ZONING: PDD
I
I
SITE DISTANCE CALCULATIONS:
1. MORRISVILLE PKWY IS A THOROUGHFARE 2-LANE, WITH MEDIAN WITH
DESIGN SPEED OF 50 MPH.
2. SITE INGRESS SITE TRIANGLE ONLY REQUIRED FOR WESTBOUND
VEHICLES ON MORRISVILLE PKWY. TURNING LEFT INTO FULL ACCESS
DRIVE . SITE EGRESS REQUIRES SIGHT TRIANGLE FOR RIGHT TURNING
TRAFFIC AT ALL 3 ACCESS DRIVES, AND AN ALSO FOR LEFT TURNING
TRAFFIC FROM FULL ACCESS DRIVE ONLY .
3. PER TOWN OF CARY STANDARDS AND SPECIFICATIONS MANUAL, SITE
TRIANGLE IS CALCULATED AS THE FOLLOWING:
D1=15'
D2 & D3 = SEE DISTANCES BELOW IN THIS TEXT BOX (PER AASHTO'S
POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS)
APPROACH (STOPPING) SIGHT DISTANCE TRIANGLE:
1. WESTBOUND MORRISVILLE PKWY. TRAFFIC TURNING LEFT:
D3 = 245'
STOP CONTROLLED DEPARTURE SIGHT DISTANCE TRIANGLES:
1. RIGHT TURNING TRAFFIC: D2 = 480'
2. LEFT TURNING TRAFFIC: D2 = 555'
KEY ITEM
DESCRIPTION
WIDTH
0 PAINT
WHITE STOP BAR
24"
PI PAINT
YELLOW DOUBLE CENTER LINE
4"
PQ PAINT
QA PAINT
QB PAINT
Qc PAINT
QE PAINT
WHITE CROSSWALK LINE
LEFT TURN ARROW
RIGHT TURN ARROW
STRAIGHT ARROW
COMBO. RIGHT/STRAIGHT ARROW
8"
0 THERMOPLASTIC
WHITE STOP BAR
24"
TE THERMOPLASTIC
YELLOW SOLID LANE LINE
4"
TI THERMOPLASTIC
YELLOW DOUBLE CENTER LINE
4"
TQ THERMOPLASTIC
UB THERMOPLASTIC
UD THERMOPLASTIC
WHITE CROSSWALK LINE
WHITE RIGHT TURN ARROW
COMBO. LEFT/STRAIGHT ARROW
8"
PORTION OF SIGHT
DISTANCE TRIANGLE OUT
OF R/W IN PROPOSED
SIGHT DISTANCE
TRIANGLE ESMT.
± 3,831.70 SF
NEW OFFSITE
ASPHALT
30" NCDOT �X
ASPHALT
GREENWAY
WETLAND NOTES
1. PRELIMINARY JURISDICTIONAL DETERMINATION PROVIDED BY SOIL & ENVIRONMENTAL
CONSULTANTS (S&EC) ON OCTOBER 24, 2019. (S&EC PROJECT # 13134.W7). WETLANDS ARE
LOCATED ON THE SUBJECT PROPERTY.
2. ARMY CORPS OF ENGINEERS IS IN PROGRESS OF ISSUING A WETLAND DETERMINATION WITH
UNKNOWN DATE.
3. CORRESPONDENCE WITH THE ARMY CORPS OF ENGINEERS HAS BEEN INITIATED REGARDING THE
REQUEST FOR A 404 (CLEAN WATER ACT, 33 USC 1344) TO BE ISSUED FOR THIS DEVELOPMENT.
4. CORRESPONDENCE WITH THE NC DIVISION OF WATER QUALITY HAS BEEN INITIATED REGARDING
REQUEST FOR A 401 WATER QUALITY CERTIFICATION TO BE ISSUED, PERMITTING FILL MATERIAL
TO BE PLACED IN THE DESIGNATED WETLAND.
5. WETLAND AREAS SHOWN ON C-1.0 ARE EXISTING LIMITS OF WETLANDS. WETLAND AREAS SHOWN
ON ALL OTHER SHEETS LIMITS OF WETLANDS POST FILLING.
19,332 SF (0.444 AC.) ± EXISTING TOTAL ONSITE WETLANDS
- 668 SF (0.015 AC.) ± WETLANDS TO BE IMPACTED
= 18,664 SF (0.428 AC.) TO REMAIN AND BE PROTECTED
SIGNS
R1-1
R3.2
ONE MY
NO
PARKING
ANY
TIME
R&1
MUTCD "STOP" R1-1
CONVENTIONAL ROAD:
SINGLE LANE: 30" X 30"
MULTI -LANE: 36" X 36"
MUTCD "NO LEFT TURN" R3-2
CONVENTIONAL ROAD:
SINGLE LANE: 24" X 24"
MULTI -LANE: 36" X 36"
MUTCD "ONE WAY" (RIGHT) R6-1
MUTCD "NO PARKING ANY TIME" R7-1
MUTCD "DO NOT ENTER" R5-1
CONVENTIONAL ROAD:
SINGLE LANE: 36" X 24"
THE GREENWAY TRAIL WILL REMAIN
OPEN DURING PROJECT CONSTRUCTION
15' X 555' SITE
DISTANCE
LINE
WALL #1: ±315 LF OF PROPOSED
REINFORCED CONCRETE RETAINING WALL
OF VARIABLE HEIGHT w/ 4' HIGH MINIMUM
BLACK POWDER CHAINLINK FENCE.
NCDOT CURB
SIDEWALK (TYP.) .
5' WIDE CONC. ADA
WALL #2: ±392 LF OF PROPOSED REINFORCED
CONCRETE RETAINING WALL OF VARIABLE HEIGHT w/
4' HIGH MINIMUM BLACK POWDER CHAINLINK FENCE
LE PARKWAY
_MORRISVILLE
OUGHFARE - 18 MEDIAN
STANDARD AR ANLEWiDTH PUBLIC RIW
VARIABLE
_ - 1 s(TIP
P)J
OSED 20' TOWN 5'
(TIP )-t8'IkTM
PROP ESMT _ = \ \ Hc\ l l OF CARP LI- ILITY He He
a to11 HC \ J�� `�!:'
FIRE NOTES:
1. FIRE LANES SHALL BE INSTALLED AND INSPECTED IN ACCORDANCE WITH THE
PUBLIC STREET REQUIREMENTS AND THE FIRE CODE. THE REQUIREMENTS FOR
INSTALLATION OF A FIRE LANE SHALL BE SUBJECT TO THE FIRE CODE.
2. ALL FIRE LANES SHALL BE MARKED IN ACCORDANCE WITH ONE OF THE
FOLLOWING REQUIREMENTS:
2.1. CONTINUOUSLY MARKED WITH YELLOW PAINT STRIPING ALONG THE FIRE LANE
WITH "NO PARKING FIRE LANE" PRINTED WITH MINIMUM 8" HIGH LETTERS AT
40' INTERVALS OR AS DIRECTED BY THE FIRE MARSHAL.
2.2. CONTINUOUSLY MARKED WITH YELLOW PAINTED CURB WITH "NO PARKING -
FIRE LANE" ALONG THE FIRE LANE WITH
NO PARKING - FIRE LANE" PRINTED WITH MINIMUM 8" HIGH LETTERS AT40'
INTERVALS OR AS DIRECTED BY THE FIRE MARSHAL.
2.3. THE INSTALLATION OF THE MUTCD STANDARD SIGN SHOWING "NO PARKING -
FIRE LANE" PLACED AT EACH END OF THE FIRE LAND AND AT 50' INTERVALS
WITH ARROWS ON THE SIGNS OR A CONTINUOUSLY PAINTED YELLOW STRIP
ALONG THE DESIGNATED FIRE LANE.
3. THE FIRE PROTECTION WATER SUPPLY SYSTEM, INCLUDING FIRE HYDRANTS,
SHALL BE INSTALLED AND BE IN AT LEAST THE FUNCTIONAL STATUS PRIOR TO
PLACING COMBUSTIBLE MATERIALS ON THE PROJECT SITE. IF PHASED
CONSTRUCTIONIS PLANNED, COORDINATED INSTALLATION OF THE FIRE
PROTECTION WATER SYSTEM IS PERMITTED. COORDINATION OF THE WATER
SYSTEM WILL BE DONE THROUGH THE WATER RESOURCES DEPARTMENT.
FUNCTIONAL STATUS WOULD INCLUDE MEETING ALL STANDARDS SET FORTH IN
SECTION 06060 "TESTING AND INSPECTIONS".
3' WIDE PROPOSED TOWN OF
CARY STREET LIGHT EASEMENT PROVIDED TOWN OF CARY AVG. 40'
WIDE STREETSCAPE I AREA = 39,819 SF
REFER TO SHEET RW-1.0 FOR
ALL MORRISVILLE PKWY
PAVEMENT MARKINGS
15' X 480' SITE CENTERLINE
DISTANCE /OF EX. R/W
TRIANGLE - - i
NEW FHA_ _-
5' WIDE, 4" THICK
CONC. SIDEWALK
(TYP.)
FIRE LANE MARKINGS (TYP.), FIRE
LANES SHALL BE MARKED PER
TOWN OF CARY STANDARD 3050-C
6' WIDE, 4" THICK
CONC. SIDEWALK
(TYP.)
REQUIRED TOWN OF CARY 40' WIDE (30' MIN.)
STREETSCAPE I AREA = 39,796 SF
CONC. SIDEWALK
(TYP.)
LAYOUT NOTES
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL TOWN OF CARY
AND NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, EDGE OF SIDEWALK, FACE OF
CURB, CENTERLINE OF COLUMN AND FACE OF BUILDING WALL, UNLESS
OTHERWISE NOTED. ALL RADII DIMENSIONS TO BACK OF CURB.
3. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO
THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS REQUIRED IN
SPECIFICATIONS.
4. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
5. ALL RADII TO BE 3'-0" BOC UNLESS OTHERWISE NOTED.
6. VERIFY ALL SETBACKS WITH LOCAL CODES.
7. A SEPARATE PERMIT AND APPROVAL IS REQUIRED FOR SIGNS.
8. ALL RETAINING WALLS REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN
HEIGHT WILL REQUIRE ENGINEERING DESIGN APPROVAL AT CONSTRUCTION
DRAWING REVIEW AS WELL AS A BUILDING PERMIT. ENSURE THAT NO UTILITIES
WILL BE IN CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL.
9. ALL CURB RAMPS SHALL HAVE A DETECTABLE WARNING COMPLYING WITH
SECTIONS 4.7.7 AND 4.29.2 OF THE ADA ACCESSIBILITY GUIDELINES (ADAAG).
10. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE
INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON
THE CONSTRUCTION PLANS.
11. ALL NON -LANDSCAPED PARKING ISLANDS SHALL BE PAINTED WITH WHITE
STRIPES 4" WIDE, AT 45° ADN 2 FEET ON CENTER.
12. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET
FOR OTHER PERTINENT INFORMATION.
13. DETECTABLE WARNINGS ARE REQUIRED AT ANY CROSSWALK, OR ISLAND CUT
THRU, WHERE THERE IS NO CHANGE IN ELEVATION (I.E. RAMP NOT PROVIDED).
14. A SEPARATE PERMIT AND APPROVAL FROM THE TOWN OF CARY INSPECTIONS
AND PERMITS DEPARTMENT IS REQUIRED OF ALL RETAINING WALLS.
15. WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY. WHEELCHAIR RAMPS
SHOULD BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
CARY AND NCDOT STANDARDS AFTER THE LOCATIONS OF THE PROPOSED STOP
BARS AND/OR PEDESTRIAN CROSSWALKS HAVE BEEN STAKED OUT.
30'STREETSCAPE
BUFFER
NEW R/W LINE TO BE
RECORDED AFTER
_ _ _DEDICATION
-- ••-S 84°4T41" W 294.67 :•��i�ii•,
4 A•OOi.
���•�•�
070
•;���!��
O. u'�, �•��� R/VV TO BE
4' , DEDICATED TO
TOWN OF CARY
WALL #3: ±312 LF OF PROPOSED REINFORCED
CONCRETE RETAINING WALL OF VARIABLE HEIGHT w/
4' HIGH MINIMUM BLACK POWDER CHAINLINK FENCE.
NEW PROPERTY LINE THROUGH
CONCURRENT SUBDIVISION
PROPOSED 4" WHITE PAINT STRIPING
FOR ALL PARKING STALLS (TYP.)
HEAVY-DUTY
ASPHALT PAVEMENT
(TYP.)
LIGHT -DUTY ASPHALT
GUTTER (TYP.)
5'ACCESSORY
USE/VUA
SETBACK FROM
STREETSCAPE
BUFFER
LOT C-1
1.99 AC (86,519 SF)
WIDE, 4" THICK PERMANENT
CONC. SIDEWALK
�-•--•••• • \\ DRAINAGE EASEMENT'
cr GATE (DB 10176, PG 504
�►:.L�2�w3,�(��1�34�1V-•iiiii \\ j
PUBLIC iq �cP� DOOR•Q`T•� �I ^. • • • • • • _ r
SPACE�•iii� ����w���,� w•i•••••••i••••• • \ WETLAND FLAGS �,
5 ACCESSORY USE/VUA
/� • • i•�aP►i SETBACK FROM UTB-••••,••••••••••••••••••••••••-• • �•••••••••
(TYP.) '® 5' W IDE, 4" THICK ARTIFICIAL VIA
' �r, S' acs •� G� �•i•irii • i • i•i•i•••i•••••iiiiiiiiiiiiiii•••i
�� CONC. SIDEWALK BOLLARD m TURF AREA t y �� -• • �9 O�ii•�• s�FF�R •i•i • • • 4- Si • • • • • • • • • • • a�!
(TYP. of 9) • \' N `, 10' BUILDING 2 • , ARIA" i • • • • i • • • • • • • i • • • • • • • i • �► • CAL III' iii
rn �% ° gyp' • SETBACK � O• 50 RIP • i • • i O _ • �1 • • • • • • i • • • • • • • • O � ! ►
6' WIDE, 4"THICK iN ��; • • • • • • i • �� i_i'i•i,•iii•�•ii��►�0'•
R82' / ii• FRom uT6 tiN©i i���►•i i•i i i�il:��i i i 0 i i i i 0 i i i
\\ 1 ' �� - '���. �'�, •i • i ®i•°�•iii•i•i•��••iiii•��iiiii•i• •iii•••O•iii�ii•i•i�
�f�,,,,,,,,„, ��, ••IJ•i obi•••••••• �•••••••i••i•••iii i•••• rr
iii�iii•�iiriiiiiiiiiiiiiiii
TYP) TYPJ .� ��� -�i►�/ / •iiii•••i•i•�i•i1G�,�•�i�i•w•iiiiii�iii�1•i!i•viiiiii•i•••ioiii•i•i•`••
N 9' m s� • 4.ht.2.II
________________________EI/v�� - �►'�•FIREPIT A •••i•iiii••i i•iii•i'••!i••2•iiii.�iiii•iiii
-FHA W iiiQ►i•i••i'l►iiiii0/il�iiiiiiiiiiiw
wi•iP w' i'11/iiiii•iiiiffii••I/••••i•••
_ •i iii� i iiii,�•iiiii Jiiiiiiiiiiiil ii_i_�_
��••••P • _ ���1 •• • ••• :el
!'.fie_ AU•••••••i•1�••_ i•••••i-i!__9_.=•=•�•5' WIDE, 4" THICKPROPOSED 20'•••••-••••••••••••••••••--�= �`•❖�•®•-•••••�•�•�_•,•�_���•� i®-�� �•
i�•�i�i TO BE INSTALLED BY DUKE
10'x 8' TRANSFORMER PADCONCRETESIDEWALK-� ' �•-• •! ••TOWN OF CARY ciC+C�__��•ii•�•�•i•��i�i �•w•i•••i•�•�•�i•�iri•�•�•�r�
CONCRETE PUBLIC SANITARY i.i•iiii,sii�liiii�� i��
�•=i_=i_=•�i�i ENERGY PROGRESS „� PAVEMENT i i•�••• ••••• SEWER ESMT i i ii i•000, �� i i • i ••i•i i i•• i•i i••� NEW LOT THROUGH •••� NEW LOT THROUGH
® • ii i••- •�•i• • • • • NO PARKING SIGN _SECTION �►•ii�i'❖iiii� _ • •�i�iAi�•l�li�•�•�i f�G�•�i�eCi=i=i�i�i=i` SUBD VISION AND •••` SUBDIVISION AND
WALL #4: ±884 LF OF i 41444441••••0.0.0.0.01100 ii i i i i•i•i i • i i•i i i•i i•i•i lAiii • i ••- i i•i•0000000
i i i i APPROVED PDD i• APPROVED PDD
CONCURRENT
® PROPOSED REINFORCED 01i•i©�i•iii400.4i 0WWW W WWGii i iii��IR. ,ii i•W WCi iiii i•i iii i' i:,i!! W i i • i i i i i i i i i REZONING CASE • REZONING CASE
CONCRETE RETAINING •iiiiiii if ii7iiiiiiiiiiiiiiiiiiii�i ^�_o��_�„Q'))Ar' RFC-����nnor�
• WALL OF VARIABLE HEIGHT�►i6i©o'�i�9••1•i•i•i•iiiii••i•ii•�ii•`�• GRAPHIC SCALE
w/ 4' HIGH MINIMUM BLACK 0.0.04.0.01110.00.0.0.0.0.0410.042 i • • i .i 1• • • i i i i i i i i i< • •�/ ••
• i••©i•i• •1•©•••i•i••ii•©•i••©i•i•i'Giii i iii i•©l,1•••• i•i i•••0016i`�••••••
I I •- POWDER CHAINLINK FENCE. • • • © © ©' • i • © © ,� i ioi i•
i ••
••
i •�© • • • i • i • ���• i • • • I I I I
•i •i f Wi•1�`�•ia1i��•••�•`�►©©©ii�►'ii•ii1 •�i i i i i i i iVi •��1 i Gv' ii • �i�©iii i
i•••••••••i�©©i••i©©ii•
ii • • iii©•I�i•ii•i®��'�1:4:314•�i©►•ii•A•iiiiiii!ri•iiiii•ii©i©i•�1•iii©iii©••J!�•L•!ll�rlA-A�,�a�e�9�pii__�iii�����i����i�ii�©��►©i/11i�,_�_�_e_e_�-�-ieo-®--�-i_se�-e�-oe��»e__s�so__�c, e�� �ee•o-i•:11•i i i i i_ii_•i••••_•••i_•i i•Ii i�w•i i i ii••i i i i i iiii i1�i••w_ i•i i w•i
��•i i ••••i ••••••i ••••••i i„ 15,895 SF (0.365 AC) EX. WETLAND. ALL TO . i•i•••••i••••••••i•••LI
••iei•`�ii•••••ii•
i 114,0 iiii•iiii©i•i���iii•�.REMAIN. PRELIMINARYJURISDICTIONAL iii•••iii•iiii•iiiiiiii ••
NEW PROPERTY BY ii�i•i•iiiii•i• DETERMINATION PROVIDED BY SOIL & • • III • • i ® • • • • • •i • • • i • • •Diiiiiiii i �ii�i�ii� •'�i�ii�i��•C•i�i�i_�i
RECOMBINATION ENVIRONMENTAL CONSULTANTS ON
OF �- B� 02� 1- •==•©•==•===•• MARCH 21, 2017. iii iii i i i i i�i�i�i�i�`� ••••••iii! sS
± 388 LF NEW GUARDRAIL
TIE TO EXISTING
CURB AND GUTTER
TIE TO EX.
GUARDRAIL
NEW PROPOSED RAMP,
SEE ARCHITECTURAL
SHEETS
CONC. WHEEL
STOP (TYP. OF 9)
6' WIDE, 4" THICK
CONC. SIDEWALK
5' WIDE, 4" THICK
CONC. SIDEWALK
ADA PARKING WITH
SIGNS, WHEEL
STOPS, & ADA RAMPS
(TYP. OF 6)
DUMPSTER ENCLOSURE,
MATERIALS TO MATCH
BUILDING
LOADING ZONE
MAIN BUILDING I' T
ENTRANCE AT THE
FRONT OF THE BUILDING.
2525 MORRISVILLE PARKWAY
PROPOSED 4-STORY BUILDING
±194,564 GSFA
FFE = 350.0
±3,615 SF OF
DESIGNATED
GATHERING
PROPOSE
20' TOWN
CARY PUBLIC
SANITARY
SEWER ESMT
co
co
0
z
50
0 25
50 100
200
(IN FEET)
1 inch = 50 ft.
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
NOTE(s): ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL TOWN OF
CARY, NCDOT, AND MUTCD STANDARDS & SPECIFICATIONS.
STREET SIDE TRAIL WILL NOT BE
PROPOSED OR CONSTRUCTED
WITH THIS CURRENT
DEVELOPMENT PLAN. THIS
STREET SIDE TRAIL EXTENSION
SHALL BE REQUIRED, PROPOSED,
AND CONSTRUCTED UP TO
MORRISVILLE PKWY. BY OTHERS
WHEN THE 2.0 AC. C-1 ZONED
CORNER LOT IS DEVELOPED.
4 \ Engineering I Consulting
107 Fayetteville Street, Suite 200, Raleigh, North Carolina 27601
Phone: [phone] I Fax: [phone] I NC LICENSE NUMBER: C-3211
___,IIA
#20-DP-10255
PREPARED FOR :
BONAVENTURE CONSTRUCTION
7108 FERNWOOD STREET
RICHMOND, VIRGINIA 23228
DATE : 6.12.2020
Al
PROJECT ENGINEER:
PDP
PROJECT CADD DESIGNER:
JGL
PROJECT SURVEYOR:
NEWCOMB LAND SURVEYORS, LLC
2525 MORRISVILLE PARKWAY, CARY, WAKE COUNTY, NORTH CAROLINA
MAJOR DEVELOPMENT PLAN
SITE LAYOUT PLAN
DATE
o
N
rn
N
rn
z
0
w
REVISED PER TOC COMMENTS
REVISED PER TOC COMMENTS
d
N
DRAWING
SHEET
C-2.O
r. PROJECT NUMBER
490-19