NCC240499_Site Plan or Location Map_20240222

GENERAL NOTES
A. ALL WORK TO BE DONE IN ACCORDANCE WITH NCDOT
2024 ROADWAY STANDARD DRAWINGS,NCDOT 2024
STANDARD SPECIFICATIONS AND PROJECT
SPECIFICATIONS.WHEN SPECIFICATIONS ARE IN
CONSTRUCTION PLANS INDEX CONFLICT THE STRICTER SHALL BE HELD.
LAND OWNER/DEVELOPER I
B. ALL BENCHMARK LOCATIONS AND ELEVATIONS ARE TO
BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING
DLAND COUNTY COVER SHEET SHEET No.0 CONSTRUCTION.
KEY MAP SHEET No. 1 C. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE
913 GREENSBORO STREET CLEARING LIMITS SHEET No.2 UTILMES,SWH+ETHER SHOWN OR NOT ON TO HISPnAN,
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
LEXINGTON, NC 27292 , PHASE 1 EROSION CONTROL PLAN SHEET No.3 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
5� p UTILITIES,SHOWN OR NOT SHOWN ON THE PLAN,PRIOR
336 242 2000 Q PHASE 1 EROSION CONTROL PLAN SHEET No.3 TO BEGINNING CONSTRUCTION.TO ENSURE PROPER
4� LOCATION OF UTILITIES,THE CONTRACTOR SHALL
o� p PHASE 1 EROSION CONTROL PLAN SHEET No.5 CONTACT NORTH CAROLINA 811,INC.AT
m°4, P PHASE 2 EROSION CONTROL PLAN SHEET No.6 1-800-632-4949 OR 811 AT LEAST 48 HOURS PRIOR
�u h TO CONSTRUCTION.
,y5 �"� PHASE 2 EROSION CONTROL PLAN SHEET No.7
4T Q co D. THE CONTRACTOR SHALL PROVIDE THE APPROPRIATE
SITE CIVIL ENGINEER o kiiih
PHASE 2 EROSION CONTROL& SHEET No.8 BARRICADES,WARNING LIGHTS AND SIGNS TO ENSURE
THE SAFETY OF THE PUBLIC AT ALL TIMES.ALL
ALLEY,WILLIAMS,CARMEN&KING, INC. STOCKPILE GRADING PLAN MANUAL CONTROL
ON UNIFORM TRAFFIC BE IN
NCONTROP ACDEVCORDANCE
THE
120 SOUTH MAIN STREET SPOIL AREA GRADING PLAN SHEET No.9ES,
LATEST EDITION.
DETAILS AND SPECIFICATIONS SHEET No. 10 E. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
KANNAPOLIS,NC 28081 Pri
REDWINE DETAILS AND SPECIFICATIONS SHEET No. 11 SHIALRL BE RE
PORTED TIMMEDIATELYITIOFI THET ENGIINEEIRNS
TEL:[phone] B ROAD
95 F<4y,ON SR 1293 DETAILS AND SPECIFICATIONS SHEET No. 12 F. THE ENGINEER HAS MADE NO EXAMINATION TO
CONTACT:G.WESLEY WEBB, PE T RO' DETERMINE WHETHER ANY HAZARDOUS OR TOXIC
eferii0,:48E DETAILS AND SPECIFICATIONS SHEET No. 13 MATERIALS ARE PRESENT OR CONTAINED IN,UNDER,
' TROAD-
SR7133 AN ON ZA SUBJECT TOXIC MA OR ITS AWATERS; OR IF
ANY HAZARDOUS OR TOXIC MATERIALS HAVE
CONTAMINATED THIS OR OTHER PROPERTIES OR ITS
WATERS IN ANY WAY WHATSOEVER.NO SUBSURFACE
EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE
ENGINEER AND ACCORDINGLY,NO OPINION EXPRESSED
OR INFERRED ON ALL SUCH MATTERS.FURTHER,NO
Yp OPINION IS RENDERED AS TO ANY VIOLATION OF ANY
"4y ENVIRONMENTAL LAWS OR REGULATIONS,EITHER
FEDERAL,STATE OR LOCAL,RELATED TO THE
• PROJECT NARRATIVE: INFORMATION SHOWN ON THIS PLAN AND THE
''\ THE PURPOSE OF THE PROJECT TO REMOVE MATERIAL STOCKPILED ON THE SOUTHERN ENGINEER IS I NO WAY LIABLELAW SHOULDFO AN H EXIST.
OF SUCH ENVIRONMENTAL AL E THEY EXIST.
END OF EGGER PARKWAY, TRANSPORTING THE MATERIAL TO A LOCATION ON THE G. THE CONTRACTOR AGREES THAT HE SHALL ASSUME
WESTERN SIDE OF EGGER PARKWAY, AND PLACE THE MATERIAL IN A MANNER THAT WILL SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB
4S ALLOW FUTURE DEVELOPMENT TO OCCUR. THE PROJECT GRADING IS FOR THE LOT SITE CONDITIONS DURING THE COURSE OF
ye s^ DEVELOPMENT ONLY AND DOES NOT INCLUDE THE CONSTRUCTION OF ANY PERMANENT CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY
IMPERVIOUS AREAS. THE PROJECT WILL INCLUDE A TEMPORARY CROSSING OF EGGER OF ALL PERSONS AND PROPERTY,THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
,No'‘ PARKWAY AND CONSTRUCTION OF EROSION CONTROL MATERIALS. ONCE CONSTRUCTION BE LIMITED TO NORMAL WORKING HOURS AND THAT
' IS COMPLETE AND THE DISTURBED AREAS STABILIZED WITH A GROUNDCOVER, THE THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND
QQ'y TEMPORARY CROSSING, TEMPORARY HAUL ROAD, AND TEMPORARY EROSION CONTROL HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
Q2 MEASURES WILL BE REMOVED. ANY KIND OF LIABILITY,REAL OR ALLEGED,IN
e CONNECTION WITH THE PERFORMANCE OR ANY WORK
4' TN THE THIS PROJECT,
NEGLIGENCE ENCE OF THE OWNER TOR RISINGY HEFROM
ENGINEER.
H. AT ALL TIMES,THE CONTRACTOR SHALL PERFORM
PROJECT DEMOLITION WITH MINIMAL DISTURBANCE TO
THE ADJACENT PROPERTIES.ALL DEBRIS GENERATED
DURING THE DEMOLITION PHASE OF THE PROJECT,
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL
LOCAL,STATE AND FEDERAL REGULATIONS.
I. SITE PLANS WERE CREATED FROM TOPOGRAPHICAL
SURVEYS BY MICHAEL GREEN ASSOCIATES,
CONSTRUCTION PLANS FOR EGGER PARKWAY
PREPARED BY STIMMEL ASSOCIATES,P.A,UTILITY
CONSTRUCTION PLANS PREPARED BY DAVIS MARTIN
POWELL&ASSOCIATES,AERIAL PHOTOS PROVIDED BY
NCONE MAPS,RECORDED AND UNRECORDED PLATS.
VICINITY MAP AND INFORMATION PROVIDED BY DAVIDSON COUNTY
GIS.
JSCALE: 1 11 = 1 000' THE OWNER SHALLTORE VLOYIDE A GEOTECHNICALIOND
PROFESSIONAL TO PROVIDE INSPECTION AND TESTING
ON THIS PROJECT.
K. SOIL BORINGS OF THE MATERIAL TO BE PLACED HAVE
BEEN PERFORMED FOR THIS PROJECT BY ECS
SOUTHEAST, LLP.CHARLOTTE, NC.THE LOCATIONS OF
SOIL BORINGS ARE SHOWN IN THE GEOTECHNICAL
REPORT WHICH IS PART OF THE CONTRACT DOCUMENTS
FOR THIS PROJECT.THE CONTRACTOR SHALL PAY
SPECIAL ATTENTION TO ANY SPECIAL PROVISIONS IN
THE SOIL REPORT.
GENERAL CONSTRUCTION
I) AAVI .Di S 0 N C 0 u N T Y NOTES
1. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY
PERMITS HAVE BEEN RECEIVED AND THAT THOSE
((( /� REQUIRED TO BE DISPLAYED ON-SITE ARE AVAILABLE.
IA v I I \I �,� (•) 0 �.� 0 p.� T Fj
\.) 2. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT
I (\1'� II (0)) 5
P A K LEAST ONE(1)WEEK BEFORE THE ACTUAL START OF
WORK.
3. CONTRACTOR SHALL INSTALL TEMPORARY
CONSTRUCTION ENTRANCES(IF ANY)AT EACH POINT
OF ACCESS TO STORAGE AND CONSTRUCTION AREAS.
FUTU ! E /,� T 4 G !AIING
SEDIMENT AND EROSION CONTROL MEASURES SHALL
E L /\I\/`, BE INSTALLED AS REQUIRED TO PROTECT THE SITE
FROM RUNOFF. MEASURES SHALL INCLUDE BUT NOT
BE LIMITED TO PERIMETER SILT FENCE,SILT SACKS,
AND GUTTER BUDDIES IN EXISTING CATCH BASINS.
ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED BY THE OWNER'S REPRESENTATIVE()OR AS
L 1 N ,,` ,,` NC27299CONDITIONS WARRANT.
I\\\I/\\\��� J\\ I\I/\� J 4. CONTRACTOR TO GRADE ALL AREAS AS NECESSARY
TO PROVIDE POSITIVE DRAINAGE LEAVING NO HOLES
IN THE GRADE THAT WILL NOT DRAIN AND DIRECT
FLOW TO NATURAL DRAINAGE AREAS.
5. UPON ESTABLISHMENT OF VEGETATION AND WITH
APPROVAL OF OWNER'S REPRESENTATIVE,ALL
TEMPORARY EROSION CONTROL DEVICES SHALL BE
REMOVED AND DISPOSED OF IN AN ACCEPTABLE
MANNER
El alley, williams, carmen, & king, inc. °�H CA14.,,
n� CONSULTING ENGINEERS 81 °F°°°°°o•'•°��
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FIRM LICENSE # F-0203 =2'°Qoo SEAL�9(e�
120 SOUTH MAIN STREET P.O. BOX 1248 = 16883 r
LJL I KANNAPOLIS, NC 28082 704/938-1515 ;,c,.F �•;
Kuowwhat'sbelow. NCINEE:��,:
REVISION NO. 1: PLANS REVISED PER NCDEQ COMMENTS 1-19-24 1 Call before you dig. �F°°•°'°•°��
'n,,-,LEY 1-19-24
mrney:DATE: 12-20-23 Joey No. 23546 SET No.