NCC221127_Site Plan or Location Map (5)_20220322

1. INSPECT ALL SILT FENCE, SILT FENCE OUTLETS, AND OTHER MEASURES
PREVIOUSLY INSTALLED TO INSURE THEY ARE FUNCTIONING PROPERLY,•
MAINTAIN MEASURE AS OU111NED IN THE MAINTENANCE PLAN ON SHEET
CZ0.
2. ADJUST CONSTRUCTION ENTRANCE AS NECESSARY FOR ADEQUATE
ACCESS FOR EQUIPMENT AND MATERIALS FOR FINAL GRADING,
INSTALLATION OF RETAINING WALL, CONSTRUCTION OF BUILDING, AND
FINAL PARKING LOT AND ACCESS
J. STRIP TEMPORARY VEGETATION AND UNSUITABLE MATERIAL FROM
TEMPORARY DAYLIGHT SLOPES AND OTHER AREAS THAT REQUIRE
ADDITIONAL FILL; HAVE SLOPES AND FILL INSPECTED BY LICENSED
GE07ECHNICAL ENGINEER PRIOR TO INSTALLING ADDITIONAL FILL.
4. ESTABLISH ROUGH GRADES ADEQUATE FOR CONSTRUCTION OF RETAINING
WALL; INSTALL RETAINING WALL AS DESIGNED AND SPECIFIED BY
GE07ECHNICAL ENGINEER.
5. BACKFILL RETAINING WALL AS NECESSARY AND ESTABLISH SUBGRADES
FOR ACCESS DRIVES, PARKING, SIDEWALKS, AND PERMANENT SLOPES
(WORK ON ADJACENT SITE SHALL PRECEDE OR COINCIDE WITH FINAL
GRADING ON THIS S17E).
6. INSTALL STORM DRAINAGE PIPES AND CATCH BASINS AS SHOWN ON
FINAL GRADING AND DRAINAGE PLAN; INSTALL INLET PROTECTION AND
PERMANENT RIP RAP OUTLET PROTECTION; MAINTAIN ADEQUATE INLET
PROTECTION UNTIL INSTALLATION OF CURB AND GUTTER AND PAVEMENT
(WATTLES MAY BE USED AFTER CURB AND GUTTER IS INSTALLED.
Z INSTALL WATER SERVICE, BACK FLOW PREVENTER, AND METER PRIOR TO
INSTALLATION OF CURB AND GUTTER, PAVEMENT AND SIDEWALKS
8. INSTALL CURB AND GUTTER, ABC STONE, AND INTERMEDIATE LAYER OF
ASPHALT,• FINISH PAVING ONCE BUILDING CONSTRUCTION IS COMPLETE
9. STABILIZE SLOPES IMMEDIATELY UPON REACHING FINAL GRADE
ACCORDING TO THE SOIL STABILIZATION GUIDELINES; ALWAYS TOP DRESS
WITH GOOD SOIL TO ESTABLISH HEALTHY VEGETATION.
10. ONCE SITE IS FULLY STABILIZED, REMOVE SEDIMENT BASIN AS SPECIFIED.
11. CALL FOR FINAL INSPECTION BY WAKE COUNTY AND OBTAIN CERTIFICATE
OF COMPLETION.
MARTIN POND ROAD
IMPROVEMENT BY OTHE
1
�x PRI
MA TIN ND ROAD TRAFFIC L
IMPRO ME T BY OTHERS
C/ \
ADA R4MP �� W
ESC PLAN LEGEND
D#SHNG BOUKARY
LUTS OF C0VSIRUCII0N/
DISTURBANCE
D#SIING CULVERT
CE ® CIONSTRUC7/CW ENTRANCE
SF X x SILT FENCE/SILT FOKE OUTLET SFo
naff PR07ECHOV RNUVG
0
.....
STANDARD ROW CHEW DAM
®
0
SMMDVT BARN
ROCK PROMCWV
" DIONaV
'VP.
PONANENT SOIL
.10
—ai—ERE
_
W
III
II
BCC
.II
O
�II
I
I
I
I
Cj
JW
r / / // / �i / • /i �i �� 1 1 1 1
ti 0 Pp
CONSTRUCTTON OF STORMWATER CONTROL i
TP MEASURE TO PRECEDE OR COINCIDE WITH CONSTRUCTION
L 0
sFo
STORM DRAINAGE FROM SITE 1 1
SF
sFo DEWATERIN
I'II�I IIII�i.IIII INV.=27��I_—
/ 113o (PAD OR SILT BAG)
SF
TP / TM F� NIS TB NO. —
SK
S�EIMEN\ \ \ \\�\ � °P—=------------------ _----
- s ��_ r-
SF _-
SF TM
TP SS \/ /�� j�j�l—i I I � _—� —----—--
LEE) / I I f /
SF TM
TD
TD
TM TM — — ' -0000
FETY RAIL
BLOCK RETAINING WALL
_ND FALLS PARKWAY'
RIABLE WIDTH PUBLIC R/W
BM-2008 PAGE 1602
II
ROY EUGENE RICHARDSON
DB-17643 PAGE-913
BM-2019 PAGE 1738
ZONING: RA
/
�GR DING OF PRIVATE DRI VE TO PRECEDE OR
X INCIDE WITH CONSTRUCTION OF PARKING
/ LOT CONNECTION FROM SITE
— QPP — —
I HEREBY CERTIFY THAT THIS PLAN WAS
APPROVED BY THE (ADMINISTRATOR) OR (TRC) OF
THE TOWN OF WENDELL ON THE DAY OF
20
ADMINISTRATOR
0 15 30 60
Feet
1"=30'
/
( D
CmSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
eo
V
-_j
Q
c�
W
ca
I
to
to
Lu
� W
I w
0 O
is0
cn�^¢IO^
ZZN(nCON
O an Z W R2 Z
W Ind ca W
z v Q 0 n Q
EU N to
0—
W �
o m
�w,11111111 �
E '
032721
lt
i,�,� , 0 , ;, OO
1111nl 3/ 1 G122
DA TE.• J11612022
HORZ. SCALE 1 " = JO'
VERT. SCALE N/A
DRA WN B Y.• JFO
CHECKED BY- HSR
PROJECT NO.: 21— 0559
Sheet C7.3
Sheet No. 18 of 21