NCC243199_Site Plan or Location Map_20241017

SCHEDULE OF SYMBOLS
1 1 �. / / NEW WATER N NEW WATER VALVE
1 \
..----"A
//'
w EXISTING WATER EXISTING WATER VALVE
1 \ 0 / / 4: <(�C� �� ss EXISTING SEWER 'Q' NEW HYDRANT
�1 / q RSV EXISTING GAS EXISTING HYDRANT
ti
/\ \
/ / �y OHE EXISTING OVERHEAD ELECTRIC OS EXISTING MANHOLE
/ /
_.....---\ \ /
� \i 1 , / N/F \ "T EXISTING UNDERGROUND TELEPHONE Qco EXISTING SEWER CLEANOUT
CITY OF MOUNT HOLLY
\--- \- - - - - PID: 222497 EXISTING STORM EXISTING POWER POLE
�_ _, - - \ DB 4740 PG 1758
\ �'I _ LUCIA RIVERBEND HWY
/ `. _ - - EXISTING RCP FLARED END i X EXISTING TRANSMISSION TOWER
\ / - — — — - LIMITS OF CONSTRUCTION .---. STRAW WATTLE
G - / NEW ELEVATED
STORAGE TANK-
/ xx SILT CHECK FENCE
\ — — EXISTING PROPERTY LINE/RIGHT—OF—WAY
O C \\ \\ <<m<<<— TEMPORARY DIVERSION DITCH EDGE OF PAVEMENT
x EXISTING FENCE EXISTING EASEMENT
\ Z� PROVIDENCE DEV GROUP INC &
I\ SAMUEL J STIGLER JR, REV TRUST S TREE LINE TCE TEMPORARY CONSTRUCTION EASEMENT
\ / PID:222496
z \ \ DB:4355 PG:1776
M:60 PG:71 0 TREE APPROXIMATE BORING LOCATION
WALTON NC, LLC. \ N. \ HIGHWAY 273
PID:214072 \ LAPROPOSED SPOT ELEVATION
DB:4649 PG:864
M:70 PG:111
r -r GENERAL NOTES:
HIGHWAY 273 I I
1. PROPERTY LINES AND RIGHTS-OF-WAY SHOWN ARE APPROXIMATE. ALL WORK SHALL BE COMPLETED WITHIN CONSTRUCTION
o
EASEMENTS OR RIGHTS-OF-WAY.
LL
1 I
\ 2. SIZE AND LOCATION OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE UNLESS OTHERWISE NOTED. THE CONTRACTOR
oz
I 1\ I SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
c' NEW 12" \1 CONSTRUCTION. LOCATE AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR ADJUSTMENT TO ALIGNMENT AND ELEVATION
J WATER LINE AS REQUIRED. NO SEPARATE PAYMENT WILL BE MADE FOR FIELD VERIFICATION OR ADJUSTMENT TO DEPTH REQUIRED FOR
z 1 I PROPER INSTALLATION. ANY ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TO OWNER/ENGINEER APPROVAL.
l \ 1' CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO EXISTING
UTILITY LINES AND/OR SERVICES.
N /
CO 3. WATER LINE SHALL HAVE A MINIMUM OF 4 FEET OF COVER, UNLESS OTHERWISE NOTED. NEW WATER LINES SHALL BE
i DUCTILE. WATER LINE SHALL BE RESTRAINED JOINT WHERE SHOWN. RESTRAINED JOINT DIP MAY BE RESTRAINED WITH
z ® \ \I MEGA-LUG TYPE ASSEMBLIES.
71
o 11 / /// 4. ALL DISTURBED DITCHES SHALL BE RESTORED WITHIN 7 DAYS WITH EXCELSIOR MATTING, SEEDING, AND STRAW WATTLES.
_ //
1- I // 5. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL EXISTING PAVEMENT, DRIVEWAYS, GRAVEL
o / ROADWAYS, PIPE CULVERTS, CULVERT HEADWALLS, FENCES, SIGNS, MAILBOXES, AND OTHER MISCELLANEOUS ITEMS WHERE
REQUIRED TO COMPLETE CONSTRUCTION.
II //
o ) Z / 6. MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED WHERE THE PROPOSED WATER LINE CROSSES
ct I ' I / / SANITARY SEWER OR STORM DRAINS.
23 OCT 2023 I / I // 7. MINIMUM HORIZONTAL DISTANCE OF 10 FEET SHALL BE MAINTAINED WHERE THE PROPOSED WATER LINE IS ADJACENT TO
u_i ���111��1LI� r/ EXISTING 12" / / / SANITARY SEWER, UNLESS OTHERWISE NOTED.
g `•�\-\\\ CA/�O //i// WATER LINE I /
� `\ 1 �� I, / / 8. ALL WORK ALONG NCDOT ROADWAYS SHALL BE DONE IN ACCORDANCE WITH NCDOT POLICY AND PROCEDURE.
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N `�=.°��FESS/�N9°,im �� / / 9. PROVIDE EXCELSIOR MATTING INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS IN ALL DISTURBED
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_ / / / DITCHES AND FILL SLOPES.
o /
=e SEAL °e _ / 10. PERMANENT GROUND COVER SHALL BE ESTABLISHED ON ALL DITCHES, SWALES, SLOPES GREATER THAN 3:1, AND SLOPES
°0 17 710 'Z f GREATER THAN 50' IN LENGTH WITHIN 7 WORKING DAYS. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED PERMANENT
c' ° GROUND COVER WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY.
,• ,F °�kr *.g..111, 00° ��, AREA MAP
Lu '//////'/i„�'�'``���````` IN CHARGE CAWjr 11. DISTURBED AREAS DELINEATED BY LIMITS OF DISTURBANCE IS 3.0 ACRES. 976.033
W ,A� ■ ■ CITY OF MOUNT HOLLY
DESIGNED JBT 100' 0 100' 200' IN'I I 1 J �A MADE By JBT -= till RIVERBEND TANK AND WATER LINE AREA MAP AND NOTES 01.DWG 1
/f.///0 ENGINEERS
3 % "" CHECKED GM 1 REVISED GENERAL NOTES AND SYMBOLS 23 OCT 23 OCTOBER 2023