NCC231721_Site Plan or Location Map_20230605

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SITE DATA: o
DEVELOPER: KC2 HOLDINGS,LLC
ADDRESS: 4980 BEAVER CREEK RD
NEW HILL,NC 27562
EROSION CONTROL PLANS PIN: 5491
PIN: 0700-00-02-9141 p
EXISTING ZONING: R-5 to
RECEIVING WATER COURSE: NEW HOPE RIVER ARM OF 5
FOR B.EVERETT JORDAN LAKE
INDEX NUMBER: 16-41-(3.5)
GOODISON PARK WATERSHED RIVER BASIN: CAPE FEAR
WATERSHED DISTRICT: WS-IV,B;NSW,CA
CHATHAM COUNTY, NORTH CAROLINA .
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APRIL 14, 2023 Z
OWNER/DEVELOPER:
KC2 HOLDINGS,LLC ICA4
218 EDINBURGH DR
CARY,NC 27511-6408
PHONE:[phone]
CONTACT:KYLER ZADELL
ENGINEER/SURVEYOR: v CE GROUP
CE GROUP,INC
PROJECT SPECIFIC NOTES 301 GLENWOOD AVENUE,SUITE 220 I
RALEIGH,NC 27603 5,
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED Canee Lej:'.
ON FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS.THE PHONE:[phone] - fl 301 GLENWOOD AVE.220
CONTRACTOR SHALL FIELD VERIFY CONDITIONS,INCLUDING THE CONTACT:JEFF FOSTER,PE RALEIGH,NC 27603
HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES,PRIOR TO STARTING EMAIL:[e-mail] I ORDAN LAKE POOLE RDE
CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. lPHO191:-367-8790
2. TOPOGRAPHIC INFORMATION PROVIDED BY CE GROUP,INC.RALEIGH,NC. FA922-0032
PROFILE DATA FROM FIELD SURVEY,AND BACKGROUND TOPOGRAPHY FROM WETLAND&WATERS LOCATION: '
AERIAL MAPPING. TERRACON
3. DISTURBANCE IS LIMITED TO NO MORE THAN 15 AC OF GRADUAL SLOPEDilt 1
LAND RBANY IS LIMITED
NO SLOPE). 240E BRE NC OOD RD,SUITE 107 __ INDEX TO DRAWINGS
4. DISTURBANCE IS LIMITED TO NO MORE THAN 10 AC OF MODERATELY SLOPED RALEIGH,NC 27604 T wwwrpinc.com
LAND AT ANY ONE TIME(15-24.9%SLOPE). PHONE:[phone]
CONTACT:RHIANNON GRAHM ^I T -
CONTACT:JEFF HARBOUR,PWS SITE
Lie C-1739
EMAIL:TERRACON.COM BEAVER CREEK RD COVER. C000
�; EXISTING CONDITIONS C101
FLOOD CERTIFICATION Q2UPON EXAMINATION OF FLOOD INSURANCE RATE MAPS, A0 AkO
PANEL NUMBER 0700(CHATHAM COUNTY),BEARING MAP �y SITE PLAN C201 pop•,Ess/o q..+,;
#3720070000L,DATED 7/19/2022:THE SUBJECT , `$i b/01/23`':9 2
/ PRIVATE DRIVE PROFILE C202
PROPERTY LIES IN ZONE"X",WHICH IS AN AREA = i SEAL I =
DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE 028291 )C_
AND FUTURE CONDITIONS 1%ANNUAL CHANCE 4 EROSION CONTROL STAGE 1 C301 4 i :'>;
FLOODPLAIN. l EROSION CONTROL STAGE 2 C302
GENERAL CONSTRUCTION NOTES MIDLAND PRESERVE WY os \',
4 EC DETAILS C351-C354
1. ALL WORK AND MATERIALS SHALL CONFORM TO CHATHAM COUNTY
STANDARDS AND APPLICABLE NORTH CAROLINA BUILDING CODE AND ASSIGNS. BLACKBURN Re.I i
TDS DA EXHIBIT C901
2. CONTRACTOR SHALL VERIFY SCOPE OF WORK.CONTRACTOR SHALL BE T LOWER THRIFT RD
RESPONSIBLE FOR PROVIDING A LOCATOR SERVICE TO IDENTIFY ALL PDS DA EXHIBIT C902
UNDERGROUND SERVICES(POWER,TELEPHONE,COMMUNICATION,WATER, Q
SEWER,STEAM,GAS,ETC.)NOT LOCATED BY THE NC 811.CONTRACTOR SHALL PIPE DA EXHIBIT. C903 Z
FIELD INSPECT AND VERIFY ALL SERVICES PRIOR TO CONSTRUCTION.EXISTING t II J
SERVICES SHALL NOT BE ABANDONED,INTERRUPTED,OR REMOVED UNLESS KADIR WOMBLE DR SITE DA EXHIBIT C904
CALLED FOR ON APPROVED CONSTRUCTION DRAWINGS.TIMING OF U3 Lt
ABANDONMENT MUST BE SUCH THAT EXISTING FACILITIES REMAIN OPERABLE. Z Q
ALL TEMPORARY DISRUPTION OF SERVICE(OFF HOUR,SHORT TERM,ETC.)TO Q C.)EXISTING FACILITIES SHALL BE COORDINATED WITH OWNER.ANY --IY
DISCREPANCIES WITH THE APPROVED SET OF PLANS FOUND IN THE FIELD �� CL Et _
SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND ARCHITECT AND VICINITY MAP 11
SHALL WAIT FOR CLARIFICATION BY ARCHITECT/ENGINEER PRIOR TO O = 0
PROCEEDING WITH THE COORDINATION WITH OWNER CONSTRUCTION. 1ll = 2000E NORTH Ct W Z0
3. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949.THE CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO 0
ANY DIGGING. 0 CO `0 >
4. PRIOR TO BEGINNING CONSTRUCTION,THE CONTRACTOR IS RESPONSIBLE 0 U Z
FOR VERIFYING THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED z O
FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR 0 O 0
WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. CO
5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY EXISTING ITEM AND CK
OR MATERIAL INSIDE OR OUTSIDE CONSTRUCTION LIMITS.CONTRACTOR TO LLi
COORDINATE LOCATION AND GATED ACCESS POINTS THROUGH TEMPORARY I—
CONSTRUCTION FENCE ALONG WITH SEQUENCE OF INSTALLATION WITH Q
OWNER.
6. CONTRACTOR SHALL MAINTAIN SITE IN A MANNER THAT WORKMAN AND PUBLIC C..)
ARE SAFE FROM INJURY.CONTRACTOR IS SOLELY RESPONSIBLE FOR
ENFORCING ALL APPLICABLE SAFETY REGULATIONS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING CONSTRUCTION
ACTIVITY IS IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS. Date:
APRIL 14,2023
8. CE GROUP IS NOT IN CONTROL,IN CHARGE OF,OR RESPONSIBLE FOR ACTUAL Scale:
CONSTRUCTION MEANS,METHODS,OR TECHNIQUES,PROCEDURES,OR N/A
SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK OR FOR THE ACTS OR
OMISSIONS OF CONTRACTORS OR ANY OTHER INDIVIDUALS NOT UNDER THE Drawn:
DIRECT EMPLOYMENT OF CE GROUP. ,,p,5118Ep0 BC5
9. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO EXISTING CONDITION OR of PO, Checked:
BETTER. O1 11 o JRF
cal o a Project No.
10. ALL GROUND SLOPES SHALL BE GRADED NO STEEPER THAN 3:1 N \�% 48-002
STORMATER MANAGEMENT CERTIFICATION
11. CONTRACTOR SHALL FURNISH ARCHITECT/ENGINEER WITH AN AS-BUILT 9�t p7OGINGP Pit Computer Dwg.Name
SURVEY OF ALL NEW AND RELOCATED UTILITY AND DRAINAGE IMPROVEMENTS I Jeff Foster certify that the stonnwater management facilities and practices 148-002_cover
will control and treat the runoff from the 1 year 1-hour storm event for the
UPON COMPLETION OF CONSTRUCTION. total drainage area of the structure,that the designs and plans are sufficient
to comply with the applicable standards and policies found in the NC DEQ
12. ALL CONSTRUCTION WITHIN N.C.D.O.T.RIGHT OF WAY SHALL CONFORM TO Stormwater BMP Design Manual,and that the designs and plans ensure Sheet No:
N.C.D.O.T.STANDARDS AND SPECIFICATIONS. compliance with the countys stormwater ordinance. FINAL 1 w 1 DESIGN
EXCEPTION: IS EXEMPT FROM STORMWATER MANAGEMENT r I\YIHL O O O
13. PLAN SET UTILIZES THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM. REQUIREMENTS.PROPOSED STORMWATER CONVEYANCE SYSTEMS �+
MEET OR EXCEED CHATHAM COUNTY DESIGN REQUIREMENTS. NOT RELEASED
FOR CONSTRUCTION Of 14