NCC223093_Site Plan or Location Map_20220916

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 mist proceed in accordance with the plans kept on file
wit 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 Officer
WANDA W. HINNANT
WILL BOOK 10-E-1932
BM 1992, PG. 648
PIN# 1773-26-4540
MILL AND OVERLAY
TIE NEW PAVEMENT -
TO EXISTING
r
'"MIN. PAVING LIMITS
EXISTING PAVEMENT
SAWCUT EXISTING
�/
MILLED LAP JOINT MUST
BE A MINIMUM OF 1.5'
WIDE BY 1.5" IN DEPTH
NEW PAVEMENT - FULL DEPTH
(SEE CORRESPONDING TYPICAL
SECTION FOR REQUIRED
PAVEMENT STRUCTURE)
MILLED LAP JOINT DETAIL
(NOT TO SCALE)
30' RIGHT-OF-WAY
VARIABLE
39.5' RIGHT-OF-WAY
3'
1'
WIDTH VARIES
I of
PAVEMENT EXISTING
a J
o
WIDENING PAVEMENT
VARIES
VARIES 2.5'
10'
5'
I 0 o
a o
a
PROPOSED
EXISTING
PAVEMENT
I
X
c=i�
3" S9.5C
PAVEMENT
WIDENING
z w
cn p
�F
y
4" 119.00
PROPOSED
aw
M
of w
Q I
5" B25.00
3" S9.5C
0
V)
w
0
WIDENING
/MATCHIEXISTING
U
4" 119.00
* 5' B25.00
2.1 2
2%,
WIDENING
18" MILLED LAP JOINT
MARTIN POND ROAD 18" MILLED LAP JOINT 7MARTIN POND ROAD
TYPICAL ROAD WIDENING SECTION - LEFT TYPICAL ROAD WIDENING SECTION - RIGHT
(NOT TO SCALE)
* 10" ABC CAN BE USED IF WIDENING IS GREATER THAN 6' IN WIDTH
\ ` PANDU RANGA NAGA SAIBABU 1 I
\ ♦ VALLURIPALLI AND WIFE 1 I
JHANSI LAXMI ADUSUMILLI
DB 17374, PG 1081
\ `% BM 1992, PG. 648 I ROBERT M. THORPE
\ • ♦ PIN# 1773-25-2867 AND WIFE I WANDA W. HINNANT
CITY OF RALE/GH 40 j SHELIA D. THORPE WILL BOOK 10-E-1932
�\ \ - - I DB 6230, PG 888 I BM 1992, PG. 648
WATERLINE EASEMENT
1 BM 1992, PG. 648 PIN# 1773-26-4540
` PIN# 1773-26-3224
♦ EX/S11NG ROAD
\ ♦ CENTERLINE (TYP.) 1
%``_. �— ♦ \ EX/STING EDGE EX/STING RIGHT OF WAY I
_ � _ _ _ -�♦ \ OF PAVEMENT (m°•)
�� ��� ` ♦ �— — — — — — -
------------------- —
/ W =�
/ 12+00 13+00 14+00 MAR (SR 250OND ROAD 16+00 17+00 U 8+00- - -
1+00 r FUTURE 69.5' PUBLIC R/W
--------
—------------------------------------------------- ------------------------- ---
-------------------- - -- ------ w =
10+00 ---- ---- ---- ---: .:--------------------------
8
0' 1 5 ` 30" STANDARD
- \ CURB AND GUTTER r5.0'1.5' 3' M/LLED LAP ` ` SPROPOS£D\ PROPOSED
I JOINT TO MATCH ♦ % % PROPOSED \ 5' SIDEWALK
EX/STING �
FUTURE CITY OF RIGHT-OF-WAY
RALEIGH 40' SANITARY FUTURE DRIVEWAY
S , EX/ST1NG 40' CITY OF RALEIGH SEWER EASEMENT Q 3' MILLED LAP JOINT \ LOCA110N BY OTHERS
S ♦ SANITARY SEWER EASEMENT TO MATCH EX/S11NG
30" STANDARD CURB �
AND GUTTER . NASH WENDELL FALLS, LLC
NCDOT STANDARD GUARDRAIL. \ % -� DB 15478, PG. 1623
%�...... . PIN# 1773-36-2135
REFERENCE THE LATEST NCDOT''\
STANDARD DRAWINGS SECTION 862�
7 o PROPOSED 5' NASH WENDELL FALLS, LLC �.
W I SIDEWALK DB 17478, PG. 1623 \ \ ✓� ` \�
BM 2007, PG 1099��
D of
PIN# 1773-16-23CD 4jO
\�
70 -c
DORA THORNTON KING, TRUSTEE
OF THE DORA THORNTON KING
REVOCABLE TRUST
DB 10936, PG. 118
BM 1992, PG. 648
PIN# 1773-26-6685
CITY OF RALEIGH 40' Q
WATERL/NE EASEMENT EXISTING RIGHT-OF-WAY
50' FULL WIDTH
DECELERA TION
LENGTH
208' LANE TAPER I 100' TAPER
- — — — — — — — — — — — — — — — — — — — — — — — — — L 1
n 1 00 1 +00
a -u) ? _____— ---------------
PROPOSED TI
5' SIDEWALK
PROPOSED
RIGHT-OF-WAY
2 TOWN OF WENDELL, WAKE COUNTY, & NCDOT COMMENTS 2022.05.23
1 INITAL SUBMITTAL 2022.02.18
REV.NO. DESCRIPTIONS DATE
REVISIONS
1
5.0' —T
10.0'
MARTIN POND ROAD
FUTURE 69R5' PUBLIC R/W TZ
30" STANDARD
CURB AND GUTTER
SEAL
PRELIMINARY PLAN
FOR REVIEW PURPOSES
ONLY
m '
I x �
o �r
o�
r- o
0
50' STORAGE I
LENGTH 1\
3' MILLED
LAP JOINT
TO MATCH
EX/STING
PHILIP C. SMITH
AND
WIFE
JOY M.
SMITH
DB 6470,
PG. 475
BM 1993,
PG. 1679
PIN# 1773-36-2135
50' STORAGE
LENGTH
I
IKING, DORA THORNTON TRUSTEE
DB 10936, PG. 1198
I BM 1992, PG. 648
PIN# 1773-26-6685
I
I
I
50' FULL WIDTH
DECELERATION
LENGTH
100' TAPER
114' LANE TAPER
AR
�� / ���' � � . -sew\� - - - !`I•
iiiiiiw
Ll
.M. -SHOULDER
OF PA VEMEN T
PROPOSED J
EX/S71NG ROAD 5' SIDEWALK \
CENTERLINE (TYP.) 30" STANDARD
PROPOSED PAVEMENT PATCH CURB AND GUTTER
FOR STORM CROSSING
NASH WENDELL FALLS, LLC /.
DB 15478, PG. 1623
PIN# 1773-36-2135.01
�.
/ \
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
27-2M 08
MICHAEL E. YOUNG AND WIFE
DEBRA H. YOUNG
DB 11565, PG. 2791
BM 1998, PG. 182
PIN# 1773-36-2999
WENDELL FALLS
BY
NEWLAND`V
(NOT TO SCALE)
* 10" ABC CAN BE USED IF WIDENING IS GREATER THAN 6' IN WIDTH
PAVEMENT MARKING SCHEDULE
PAVEMENT MARKING LINES
TA
- THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TB
- THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINE
TIC
- THERMOPLASTIC (4" WHITE, 120 MILS) 4" X 10' SKIP
TZ
- THERMOPLASTIC (4" WHITE, 120 MILS) 3' X 9'/SP MINI -SKIP
TD
- THERMOPLASTIC (4" WHITE, 120 MILS) 2' X 6'/SP MINI -SKIP
TE
- THERMOPLASTIC (4" WHITE, 120 MILS) SOLID LANE LINE
TH
- THERMOPLASTIC (4" YELLOW, 120 MILS) SINGLE CENTER
LANE
TI
- THERMOPLASTIC (4" YELLOW, 120 MILS) DOUBLE CENTER
LANE
TT
- THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL, 60•
TP
- THERMOPLASTIC (8" WHITE, 90 MILS) GORELINE
TO
- THERMOPLASTIC (8" WHITE, 90 MILS) DIAGONAL, 60'
TV
- THERMOPLASTIC (8" WHITE, 120 MILS) CROSSWALK LINE
T2
- THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAR
PAVEMENT MARKING SYMBOLS
90
MILS
UA
- THERMOPLASTIC (LEFT TURN ARROW)
UB
- THERMOPLASTIC (RIGHT TURN ARROW)
UC
- THERMOPLASTIC (STRAIGHT ARROW)
UD
- THERMOPLASTIC (COMBINATION STRAIGHT & LEFT TURN
ARROW)
OF
- THERMOPLASTIC (COMBINATION RIGHT & LEFT TURN ARROWS
UE
- THERMOPLASTIC (COMBINATION STRAIGHT & RIGHT TURN
ARROW)
PAVEMENT MARKING SYMBOLS
120
MILS
UI
- THERM❑PLASTIC (ALPHANUMERIC CHARACTER)
SPECIAL PAVEMENT MARKING SYMBOLS
170
MILS
TX
- THERM❑PLASTIC (24' WHITE) HI - VISIBILITY CROSSWALK
LEGEND:
— —
RIGHT-OF-WAY LINE
—
CENTER LINE
PROPERTY LINE
PUBLIC UTILITY EASEMENT
— — — — — — —
PUBLIC UTILITY EASEMENT
EXISTING CONTOUR
300
PROPOSED CONTOUR
EXISTING LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SS -0
EXISTING SANITARY SEWER
of
EXISTING OVERHEAD ELECTRICAL
EXISTING WATER LINE
ROAD WIDENING
--------
ROAD MILLING
DRIVEWAY SAWCUT/ REPLACE IN KIND
ROAD OVERLAY
TEMPORARY STAGING AREA
GW
GUY WIRE
PP
POWER POLE
IE�
ELECTRICAL BOX
I]
TELEPHONE PEDESTAL
Cob
TELEPHONE POLE
WV
WATER VALVE
FIRE HYDRANT
®
WATER METER
SG
SIGN
®
HANDHOLE
MARTIN POND ROAD WIDENING
CONSTRUCTION DOCUMENT SUBMITTAL
WENDELL, NORTH CAROLINA
ROAD WIDENING PLAN
NORTH
(GRID)
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
DATE:
FEBRUARY 18, 2022
MCE PROJ. #
02735-0308
DRAWN
ALM
DESIGNED
ALM
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
N/A
M&C FILE NUMBER
C6.X
DRAWING NUMBER
C6.1
STATUS: REVISION
PRELIMINARY DRAWINGS 2
FOR REVIEW PURPOSES ONLY