NCC233652_Site Plan or Location Map_20231212

CONSTRUCTION DRA WINGS FOR UTILITY SERVICE WILL BE PROVIDED BY:
PI •HARNETT
� a 01,,
..�REGIoNAL CSD
WATERENGINEERING
LICENSE#C-2710
15- - ,
• WA TER & SEWER DEMANDS: ENG/NEER/NG
. ES➢MAIED WAFER AND SEWER DEMAND: LAND PLANNING
' APARTMENT(2 BEDROOMS) =P40 GP
I) COMMERCIAL/RESIDENTIAL
` OFFICE()HALF BATHROOM) = 50 GPD / P.O. BOX 1250
J NDELL, NC 27591
[phone]
404 E. JACKSON BOULEVARD ' '.-,'
ERWIN, HARNETT COUNTY, NC PLAN NOTES: , a
1. THESE PLANS ARE FOR CONSTRUCTION WITHIN THE PARCEL(S)TO BE l>
OCCUPIED BY AMPLE STORAGE(INDOOR STORAGE FACILITY)AND THE ; =s
CAPE FEAR RIVER BASIN CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE ti
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WORK SHOWN ON THE PLANS OR DESCRIBED IN THE SPECIFICATIONS IN A W Q gsg E
SATISFACTORY MANNER UNLESS OTHERWISE PROVIDED.THE CONTRACTOR 2 101
SHALL FURNISH ALL MATERIALS,EQUIPMENT, TOOL. LABOR,AND Co 8
INCIDENTALS TO COMPLETE THE WORK ¢ § t
2. WHERE DISCREPANCIES ARE FOUND ON PLANS OR DETAILS,OR BETWEEN g s
THESE PLANS AND AVAILABLE RECORDS PROVIDED BY OTHERS, THE C-3 a'A 3
CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER PRIOR TO BEGINNING 81%,I
CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE FULL COST OF till
REMOVAL,REPLACEMENT DELAY,AND MOBILIZATION RELATED TO FAILURE 14,2
�TO BUIES CREEK TO REVIEW ALL PLANS. .y
3. ALL .
ALL CONSTRUCTION SHALL CONFORM TO TO OF ERWIN AND APPLICABLE s as
HARNETT COUNTY AND STATE CODES. Il s
4. LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE STRUCTURES AND
PIPES SHOWN ON THESE PLANS WERE OBTAINED FROM AVAILABLE RECORDS
421 AND SURVEY DATA.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Zt
TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF EXISTING STORM N
�OPO DRAINAGE STRUCTURES AND PIPES PIPES PRIOR TO COMMENCING F
Q� P� ON.
5. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
F X- ��y AVAILABLE RECORDS(NO SUBSURFACE LOCATIONS PROVIDED).IT SHALL BE z 0 a
t/,qC THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT $
f( G LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES ON PARCEL AND z
SoN J� WITHIN ADJACENT RIGHT-OF-WAY PRIOR TO CONSTRUCTION. o
e0� 6. IF EXISTING UTILITY CONFLICTS WITH PROPOSED IMPROVEMENT INSTALLATION, . Id wmo i$o z n z
�� �� THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE oz i o 9 M
�� PROCEEDING WITIH CONSTRUCTION. m
`� 7. ANY CONDITIONS DISCOVERED AND/OR EXISTING THAT WOULD NECESSITATE Z , fz ;a E o`,
ERW� -,O A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION 3�
OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. W .
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SITE 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY az o
s�` RELOCATIONS,RE-ALIGNMENTS,DISCONNECTIONS OR CONNECTIONS OF �= Z o
=- N EXISTING Ul1UTIES Wi1H APPLICABLE AUTHORITIES/OWNERS ....
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I I H I I I I I I I -9j� 9. NO CONSIRUC110N IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES
y HAS BEEN DETERMINED.CALL NC ONE CALL'AT LEAST 48 HOURS BEFORE ,`, CAA,4
F`� COMMENCING CONSTRUCTION. ,poQ-�oF ss i'•., =
O s 10.THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL, y ("•`.
Q REPLACEMENT,AND DELAY RELATED TO UNVERIFIED EXISTING CONDITIONS. 032721
�� �O II.THE CONTRACTOR SHALL COORDINATE ANY REQUIRED TRAFFIC CONTROL �-G
�Fjy 90 NM TOWN OF ERWIN AND/OR NCDOT. L�,y�c/N 6•••cc'
i v m......... � .
A/O 12.LIMITS OF CONSTRUCTION EASEMENTS AND RIGHTS-OF-WAY SHALL BE ���m 0 Op`
R#� �O DELINEATED WITH ffMPORARY STAKING BY THE CONTRACTOR.SAFETY
FENCING SHALL BE UTILIZED WHERE WORK IS IN CLOSE PROXIMITY TO 11/15/2023
'P RESIDENCE$ TRAILS, \OR OTHER PUBLIC AREAS. . J
13 CLEARING AND GRUBBING OF THE SITE TO INCLUDE REMOVAL OF Lu
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STRUCTURES,ASPHALT,INLETS,AND ANY OTHER STRUCTURES INCLUDING
421 TREES SHRUBS STUMPS,AND DEBRIS LANDSCAPE FEATURES NOT
REQUIRED TO BE CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS 5-
OTHERWISE DIRECTED. m
14.WHERE EXCAVATION IS REQUIRED UNDER EXISTING ASPHALT OR CONCRETE
\_ PAVEMENT, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A MANNER TO
EFFECT A SMOOTH,STRAIGHT-CUT EDGE.
TO DUNN 15.THE CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE&CURB BOXES
L 0 CA TI ON MAP TOT FINAL S DURING ETCONTRA ANY BOXES DAMAGED AIR OR
OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE
1"= 500' EXPENSE OF THE CONTRACTOR.
16.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION
DURING CONSTRUCTION AT HIS EXPENSE.PARKING AREAS SHALL BE
WATERED TO CONTROL DUST WHEN DIRECTED BY THE ENGINEER. co
17.NO WARRANTY IS MADE FOR THE SUITABILITY OF THE SUBGRADE. It
UNDERCUT AND ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL w
INDEX TO DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. It
SHEET No. DESCRIPTION DRAWING No. 18.THE CONTRACTOR IS TO ENSURE THAT PAVEMENT AND OTHER FINISHED
SURFACES ARE PLACED SO AS TO DRAIN POSITIVELY AWAY FROM ALL
1 OF 16 COVER SHEET&LOCATION MAP C1.0
BUILDINGS.
2 OF 16 EXISTING CONDITIONS&DEMOLITION PLAN C2.0
3 OF 16 OVERALL SITE PLAN C3.0 19.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED BUILDING
- PERMITS
4 OF 16 GRADING&DRAINAGE PLAN- OVERALL C4.0
5 OF 16 GRADING&DRAINAGE PLAN-DETAIL GRADING PLAN C4.1
6 OF 16 GRADING&DRAINAGE PLAN- WET POND P&P-DETAILS C4.2
7 OF 16 GRADING&DRAINAGE PLAN-MAIN DRIVE P&P-SECTIONS C4.3 d
8 OF 16 EROSION&SEDIMENT CONTROL PLAN-STAGE 1 C5.0 Z
9 OF 16 EROSION&SEDIMENT CONTROL PLAN-STAGE 2 C5.1 w
10 OF 16 EROSION&SEDIMENT CONTROL PLAN-DETAILS&NOTES C5.2 re
x,
11 OF 16 EROSION&SEDIMENT CONTROL PLAN-DETAILS&NOTES C5.3
12 OF 16 LANDSCAPE PLAN-SITE& WET POND C6.0 rDATE.: 11/15/2023 Th
13 OF 16 UTILITY PLAN&SEWER PROFILE C7.0
- HORZ SCALE,1'=500'
14 OF 16 UTILITY PLAN-STANDARD DETAILS C7.1 VERT.SCALE,N/A
15 OF 16 UTILITY PLAN-STANDARD DETAILS C7.2 DRAWN BY. JFO
16 OF 16 UTILITY PLAN-UTILITY NOTES _ C7.3
CHECKED BY.: HSR
PROJECT NO.: 21-0590
Sheet Cie 0 C
Sheet No. OF 111L J