SW8060717_APPROVED PLANS_20200605

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8yia7 1 %
DOC TYPE
❑ CURRENT PERMIT
C7 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

w l"
LL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
ANOVER COUNTY STANDARDS AND SPECIFICATIONS.
\GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECMEBER 20, 2019) AND IS
NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, NEW HANOVER COUNTY GIS
DATA, AND OTHER DATA SOURCES AS REQUIRED.
/ 2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
" ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4 AREAS COMPUTED BY THE COORDINATE METHOD
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720314900K DATED AUGUST 28, 2018.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, INC. FOR
HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
DUMPSTER ENCLOSURE
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
(TWIN 8 CY DUMPSTERS, 1n
VINYL FENCING) -\ 10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE Z
APPROPRIATE UTILITY PROVIDER AND NEW HANOVER COUNTY.
in
25' - I 11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE NEW HANOVER COUNTY SIGN ORDINANCE. I j
14.07' w
12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2 % (1/4 INCH PER FOOT).
14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF WETLANDS, STREAMS, SURFACE N
v 12.5' } WATERS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. Q
J �
J
O
m
PAVEMENT SECTION LEGEND
Y
;
J
a 9.24'
BICYCLE PARKING RACK
u
(OERO RR2H OR APPROVED EQUAL);
n
24' MIN.
5 SPACE MINIMUM
o
24" VERTICAL
8.94'
° CURB & GUTTER
MATCH EX. CONCRETE-----.
°a
TIE TO EX. CURB &
8
GUTTER ° <tl
r SAWCUT LIMITS (PATCH
EX. ASPHALT AT NEW CURB LINE)
3 a 4'
5
ACCESSIBLE R5'
° PARKING SIGN 5.00'
i
ACCESSIBLE LANDING
AREA-2.00%MAX SLOPE
_ (W/ VERT. CURB)
ACCESSIBLE RAMP - 8.33% MAX.
SLOPE
ADD ACCESSIBLE PARKING
STRIPING TO EXISTING SPACE
z
5
z
yln
SCALE: 1 IN =10 FT
10' 5' 0 10' 20'
SCALE IN FEET
HORIZONTAL
HEAVY DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE SIDEWALK
REFER TO DRAWING D-2 FOR PAVEMENT SECTION DETAILS
1.0" SURFACE COURSE
- -� NCDOT SUPERPAVE SF-9.5A
i
1.5" INTERMEDIATE
COURSE-SUPERPAVE I-19.0B
8" NCDOT CABC
STONE
�vAA y SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
HEAVY DUTY ASPHALT PAVEMENT
NOT TO SCALE
6" PORTLAND CEMENT
-- - --- CONCRETE-4,000 PSI
4" NCDOT CABC
STONE
SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
NOTE: INSTALL 1" DIA. SMOOTH DOWEL (16" LONG) AT 12" O.C. AT
LONGITUDINAL JOINTS. PLACE DOWEL AT MID -HEIGHT OF PAVEMENT
SECTION.
HEAVY DUTY CONCRETE PAVEMENT
NOT TO SCALE
F 4" PORTLAND CEMENT
CONCRETE 3,000 PSI
\
SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
CONCRETE SIDEWALK PAVEMENT SECTION
NOT TO SCALE
(now whays below.
Call before Vou din
J 0)IL r.
ZW
Q_ U
W Z
W W
Z U
� J
ZU
W J
W
QU
2Z
IL
2
U
W CD
gLn
r
N
0-0
Z Z
W
� cg
� z to
�n J O
I o
J0
n 0ai
ma)
DESIGNED BY: WZS
DRAWN BY: WZS
CHECKED BY: WZS
DRAWING DATE: 02/04/2020
SE PROJECT #: 2019-037
Q
Z
_I
O
Q
W X
JF-
> J z I—
U z 0
of < O Q
ECEIVE
LLI
SITE LEGEND
z
(n
'j STREET LIGHT
Q W
0
i SIGN
WHEELCHAIR RAMP
' ^ / 1
(/, v
LL!
0
CLUSTER MAILBOX UNIT
�_
<
— - - — ROADWAY CENTER LINE
�U)
V J
J
- - LOT LINE
w Z
J
RIGHT OF WAY LINE
5;Z >
z
RETAINING WALL
UJ O
LLI
- - -- - - SETBACK LINE
BMP LIMITS
I-
= of
EASEMENT
W
STANDARD CURB & GUTTER
LL
.... __ . __..___....... SPILL CURB & GUTTER
W
a
v ORNAMENTALFENCE
Q
x FENCE
V
OPEN SPACE AREA
SHEET NUMBER:
C-04
,