20201232 Ver 1_Meeting Request Review_20200921

ID#* 20201232
Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 9/21/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
S&EC, PA - Deborah Shirley
[e-mail]
Cary Pointe
BRG Route 55, LLC Attn: Ryan Klaff
Wake
Street Address
Address Line 2
aty
Fbstal / Zip Code
Is this a transportation project? * r Yes r No
State / Province / Region
Country
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r- 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
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.
The project proposed the construction of a age restricted housing
development and associated amenities at the corner of Morrisville Parkway
and NC Highway 55. Impacts requested include 0.057 acres of wetlands
and 129 LF of stream channel.
Please give a couple of dates you are available for a meeting.
9/22/2020

9/23/2020
9/24/2020
9/25/2020
Please attach the documentation you would like to have the meeting about.
006. C-2.0 Site Layout Plan.pdf 1016.9KB
pdr only
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 9/21/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* C Yes r No

KEY ITEM
DESCRIPTION
WIDTH
P2 PAINT
STOP BAR
24"
P3 PAINT
WHITE CROSSWALK LINE
8"
PE PAINT
YELLOW SOLID LANE LINE
4"
PI PAINT
YELLOW DOUBLE CENTER LINE
4"
QA PAINT
LEFT TURN ARROW
QB PAINT
RIGHT TURN ARROW
ac PAINT
STRAIGHT ARROW
QE PAINT
COMBO. RIGHT/STRAIGHT ARROW
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C3
38.90
1423.35'
N 73002'13" E
38.90
C4
168.67
1861.47
N 76024'54" E
168.62
C6
231.83'
1423.35'
N59037'10"E
231.57
C7
71.91'
1423.35'
N65043'58"E
71.91
C8
126.04'
1423.35'
N69043'01 "E
126.00
C9
111.47'
13699.50'
N89019'59"E
111.47
SIGNS
R1-1 MUTCD "STOP" R1-1
CONVENTIONAL ROAD:
SINGLE LANE: 30" X 30"
R1.1
MULTI -LANE: 36" X 36"
R3-2 MUTCD "NO LEFT TURN" R3-2
CONVENTIONAL ROAD:
SINGLE LANE: 24" X 24"
R3-2
MULTI -LANE: 36" X 36"
0 E_
W Y
R6-2R MUTCD "ONE WAY" R6-2R
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 AT 40, 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.
SETBACK & EASEMENT NOTES:
1. NEW PLAT APPROVAL WILL BE REQUIRED TO ESTABLISH ANY NECESSARY ACCESS AND UTILITY
EASEMENTS. REQUIRED PLAT SHALL BE RECORDED AFTER APPROVAL OF SITE PLANS FROM TOWN OF
CARY.
2. EASEMENTS SHOWN ON THIS SHEET ARE EXISTING PER BM 2012, PG 301, BM 2012, PG 303, BM 2012, PG
209. SEE THIS SHEET (C-2.0) FOR EASEMENTS.
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
- 1,742 SF (0.040 AC.) ± WETLANDS TO BE IMPACTED
= 17,590 SF (0.404 AC.) TO REMAIN AND BE PROTECTED
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 450 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).
REFER TO SHEET
RW-1.0 FOR ALL _
MORRISVILLE
PKWY PAVEMENT
\
MARKINGS
±251 LF OF PROPOSED SEGMENTAL BLOCK
CENTERLINE
±242 LF OF PROPOSED SEGMENTAL BLOCK
RETAINING WALL OF VARIABLE HEIGHT wl 4' HIGH MINIMUM BLACK POWDER CHAINLINK RETAINING WALL OF VARIABLE HEIGHTwI OF EX R/W
_ - - M O R R I SV I LLE PARKWAY
FENCE. DESIGNED BY OTHERS. 4' HIGH MINIMUM BLACK POWDER _ _
CHAINLINK FENCE. DESIGNED BY OTHERS. 15' X 220' SITE EX DAM STANDARD 4-LANE THOROUGHFARE -18' MEDIAN
- -
SITE DATA TABLE
SITE ADDRESS:
3727 NC HWY 55, CARY, NC 27519
3741 NC HWY 55, CARY, NC 27519
3301 MORRISVILLE PKWY, CARY, NC 27519
APPLICANT/
BONAVENTURE CONSTRUCTION
OWNER:
MANAGER/VICE PRESIDENT: MARK HUFFMAN, PE
7108 FERNWOOD STREET, RICHMOND, VA 23228
ENGINEER:
PABST DESIGN GROUP, PA
404-B GLENWOOD AVENUE
RALEIGH, NC 27603
919-848-4399
DEED/PAGE:
DB 016683 PG 01360
PARCEL AREA:
8.22 (AFTER RECOMBINATION)
PIN(s):
0735-70-4901, 0735-60-8872, 0735-60-2672
BUILDING SETBACKS:
WEST (SIDE): 0' PER 18-REZ-12 PDD
SOUTH (REAR): 0' PER 18-REZ-12 PDD
EAST (SIDE): 0' PER 18-REZ-12 PDD
NORTH (FRONT): 30' PER 18-REZ-12 PDD
BUFFERS:
WEST: 20' WIDE TYPE B NORTH OF RIPARIAN BUFFER
SOUTH: 20'
EAST: 0' PER 18-REZ-12 (CARY POINTE PDD)
NORTH: 30' MIN., 40' AVG. STREETYARD BUFFER
EXISTING ZONING:
18-REZ-12 (CARY POINTE PDD)
PROPOSED ZONING:
19-REZ-27 PDD
EXISTING LAND USE:
VACANT
PROPOSED LAND USE:
AGE RESTRICTED HOUSING & ASSOC. AMENITIES
BUILDING HEIGHT:
55'-0" MAXIMUM ALLOWED, 53'-0" PROPOSED
BUILDING LOT
COVERAGE:
±48,641 SF
GROSS FLOOR AREA:
±194,564 SF
± 4,473 SF KITCHEN AND DINING AREA
±190,091 SF AGE RESTRICTED HOUSING & AMENITIES
REQUIRED PARKING:
TOTAL REQUIRED: 173 SPACES
RESIDENTIAL - AGE RESTRICTED HOUSING:
1.25 PER UNIT, SET BY 18-REZ-12 (CARY POINTE PDD)
138 UNITS x 1.25 =172.5 = 173 SPACES
PROVIDED PARKING:
173 SPACES
BIKE RACK(S):
REQUIRED: 1 RACK
TOTAL PROVIDED: 2 RACKS
PROPOSED PUBLIC
WATER LINES: ± 18 LF (WATER), ± 1,203 LF (FIRE)
UTILITIES:
SANITARY SEWER: ± 1,939 LF
NUMBER OF UTILITY SERVICES: 2
PROPOSED FIRE LANE:
± 2,233 LF
OVERLAY(S):
WATERSHED PROTECTION OVERLAY: JORDAN LAKE
RIVERBASIN:
CAPE FEAR
WATER SUPPLY
JORDAN LAKE
WATERSHED:
FLOOD PLAIN DATA:
THIS PROPORTY, OR A PORTION THEREOF, IS NOT
LOCATED IN A 500 YEAR FLOOD SPECIAL FLOOD
HAZARD ZONE PER FLOOD INSURANCE RATE
MAP 3720073500J, DATED MAY 2, 2006.
SOILS:
WsC2, WsE, and W
_ DISTANCE 6- 3'TOC UTILITY VARIABLE WIDTH PUBLIC RIW
/ - TRIANGLE �o %� EASEMENT S3 5' WIDE CONC. - ± 388 LF NEW GUARDRAIL
S10 30" NCDOT /X S3 5' WIDE CONC. (BM 2012, PG 301) -1.0 SIDEWALK (TYP.)
C&G (TYP) /X 4:1 TAPER _ -
SIDEWALK (TYP.) �T2 R1_ - TIE TO EXISTING
TIE TO EXISTING X NCDOT CURB R TI
CURB AND GUTTER X / RAMP (TYP. OF 4) W-2.0 - - - -C9 - - _ - o ° ° _ ° ° ° ° ° - - - - VAULT CURB D GUTTER
X / / 5' WIDE CONC. S3 _ _ _ _ _� L11 - 30" NCDOT S10
X / �, - ADA SIDEWALK -1.0 + - - . _ o _ - - _ - - - - - C&G TYP D-1
11,764.80 SF TRANSITION _ L12 L13 L14 (TYP)
L15 EX. R/W
A (5% MAX SLOPE) NEW OFFSITE 30" C&G TO 24" NEW R/W LINE TO BE SLOPE EASEMENT
%Nk
ASPHALT / / VARIABLE WIDTH UB 3 BM 2012, PG 303 40' AVG. 5' WIDE, 4" THICK
R6- ASPHALT C&G (TYP. OF 2) RECORDED AFTER ( ) STREETSCAPE TIE TO EX.
GREENWAY X ti SLOPE EASEMENT O N \ CONC. SIDEWALK -1.0 - G
y / (BM 2012, PG 303) i _ _ _ _ _ _ 1 DEDICATION TO BE ABANDONED W / (TYP) - - - - /
S 89°28'13" E 289.48' 13' 11 ro �( BUFFER, 30' MIN. `�\
_ GUARDRAIL
TO BE ABANDONEj R1- NEW FHA - - - _ -= t - - 3' TOWN OF EASEMENT BE RECORDED
UB 3 _ SLOPE NEW R/W LINE TO
5' ACCESSORY USEIVUA
S10 30" NCDOT T2 3' TOC UTILITY VARIABLE WIDTH ' -
/ / D-1. C&G (TYP) / 24" CURB AND S1 SETBACK FROM CARY UTILITY
J � EASEMENT SLOPE EASEMENT � B.M. 2012 PG. 301 AFTER DEDICATION
TRANSITION (BM 2012, PG 303) (BM 2012, PG 303) GUTTER (TYP.) D-1.0 STREETSCAPE BUFFER / 14 - UC EASEMENT
_ - J ✓ UC Y ^tx _ _ _ B.M. 2012 PG. 301
` DRAINAGE / 30' C&G TO 24" TO BE ABANDONED _ _ \ / - = _ - Q'Q + R/W TO BE DEDICATED
3,831.70 SF / EASEMENT TI t 11 C&G (TYP. OF 2) _ _ gyp•) _ _312 LF OF PROPOSED SEGMENTAL BLOCK TO TOWN OF CARY
B.M. 2012 PG. 209� ' L 13 8' x 8' _ RCS' 9' I� - RETAINING WALL OF VARIABLE HEIGHT wl 4'
NEW OFFSITE / / 4 RA5' 40' AVG. GENERATOR PAD - -� �! - - 4 - -' -
``` ASPHALT / / 2 STREETSCAPE - - - _ _ _ - - - UC - - HIGH MINIMUM BLACK POWDER CHAINLINK
(BUFFER, 30' MIN. = - - - - 18, Q FENCE. DESIGNED BY OTHERS.
�Aj _� TYP) 18 NEW PROPERTY LINE 1
(TYP•) v - 9, (^ S7 ASPHALT UC v (TYP•) BY RECOMBINATION
�� - 14 NEW FHA PAVEMENT UC I
J 15' X 220' SITE i ti/ i� UC -
\ - - 8.(TYP•) - _ O9 -o - FIRE LANE SECTION PROPOSED 4" WHITE
DISTANCE _ _� _ O MARKINGS TYP.
EDGE OF EXISTING i _ _ 6 ( )>
ASPHALT PAVEMENT TRIANGLE / LE W'pTH �1y ESM 5. (TYP•! I g'I 5' WIDE, 4" THICK S3 PAINT STRIPING (TYP.)
/ G VAR�AB- . - T - UC OF CARY UTILITY r (TYP') �� O o 28. FIRE LANES SHALL CONC. SIDEWALK -1.0 10 10 O
G - SLOPEEASEMEN 13 20'TOWN - 28' �� BIKE RACK S2 BE MARKED PER (TYP) 10 24 24' cn
HC H� o TYP. OF 2 D-1.0 TOWN OF CARY (TYp•i (TYp•i
0
24" CURB AND S1
Z /S4 STANDARD R`?9' , - - - - - �i1 1In 1 HC HCHC �� �, ( ) STANDARD 3050-C GUTTER (TYP.) D
-1 • CROSSWALK NCDOT CURB R6 'Aj .� p- ® 6' WIDE, 4" THICK S3 S12 c0 PERMANENT tla
(O� RAMP (TYP. OF 2) RW-2.0 st - o CURBRA S9 CONC. SIDEWALK -1.0 -1. I� DRAINAGE EASEMENT -
i
15' X 22�TE
1-1
DISTANCE / / T2 18' J I
TRIANGLE
/ A U
/ - TRANSITION
30" C&G TO 24"
A 24�1
/ C&G (TYP. OF 2) TI
R9'
1,695 SF (0.039 AC) EX. WETLAND TO
/ REMAIN AND BE PROTECTED.
PRELIMINARY JURISDICTIONAL
DETERMINATION PROVIDED BY SOIL N c°
& ENVIRONMENTAL CONSULTANTS C
ON OCTOBER 24, 2019.
PIN: 0735-60-2672
LEGEND
- - - - WETL EXISTING LIMITS OF WETLANDS
PROPOSED PUBLIC EASEMENT
W W W W W W EXISTING WETLAND
RIGHT-OF-WAY DEDICATION
RIPARIAN BUFFER
SURVEY LEGEND
SITE DISTANCE CALCULATIONS:
1. MORRISVILLE PKWY IS A THORUGHFARE 2-LANE, WITH MEDIAN WITH DESIGN
SPEED OF 45 MPH.
2. SITE INGRESS DOES NOT REQUIRE SITE TRIANGLE. SITE EGRESS REQUIRES
SIGHT TRIANGLE FOR RIGHT TURNING TRAFFIC.
3. PER TOWN OF CARY STANDARDS AND SPECIFICATIONS MANUAL, SITE
TRIANGLE IS CALCULATED AS THE FOLLOWING:
D1= 15'
D2 = 220' (PER AASHTO'S POLICY ON GEOMETRIC DESIGN OF HIGHWAYS
AND STREETS)
O
IPF - - -
IRON PIPE FOUND
O
EX SEWER MANHOLE
p
CMF --- CONCRETE MONUMENT FOUND
O
EX STORM MANHOLE
X
CP ---
COMPUTED POINT
DIST --- DISTURBED
EX STORM INLET
R/W ---
RIGHT-OF-WAY
O
EX WATER MANHOLE
SN ---
SIGN
®
EX WATER VALVE
0
ELP ---
ELECTRICAL PEDESTAL
FOV ---
FIBEROPTICS VAULT
EX FIRE HYDRANT
SIG --
- SIGNAL BOX
0
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
LINE TABLE
LINE
LENGTH
DIRECTION
L5A
28.26
N 89002'48" E
L10
59.87'
N53024'08"E
L11
100.08'
S83048'01 "E
L12
10.22'
S89015'54"E
L13
85.02'
S89015'54"E
L14
25.98'
S84022'13"E
L15
108.23'
S89026'23"E
L16
50.21'
S47043'33"E
L17
56.16'
N39015'11 "W
L18
17.55'
N5009'45"E
L19
13.69'
N53041'36"W
L20
14.10'
N17°05'26"E
L21
32.04'
N17°28'34"E
L22
51.85'
N11050'51"E
L23
51.14'
N5015'06"W
L24
35.72'
N14003'01 "E
L25
127.52'
N29039'22"W
NEW PROPERTY
LINE BY
RECOMBINATION
'r
261,679 S.F. I
6.00 AC. '
3301 MORRISVILLE PKWY.
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PROJECT NUMBER
490-19