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HomeMy WebLinkAboutNCC221318_Site Plan or Location Map_20220418SERVICE PROVIDERS CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION CONTROL DEPARTMENT PHONE: (919) 545-8343 80 EAST STREET P.O. BOX 130 PITTSBORO, NC 27312-0130 NORTH CAROLINA ONE CALL PHONE: 800-632-4949 AT&T (Scott Nunnelly) PHONE: (919) 967-1300 625 OLD FAYETTEVILLE ROAD CHAPEL HILL, NC 27516 PSNC PHONE: (888) 686-1288 SPECTRUM CABLE (Sean Young) PHONE: (919) 573-7060 101 INOVATION AVE. MORRISVILLE, NC 27560 CHATHAM COUNTY PUBLIC WORKS DEPARTMENT (WATER SERVICE) PHONE: (919) 542-8254 964 EAST STREET, SUITE 205 PITTSBORO, N.C. 27312-5453 DUKE ENERGY PROGRESS: PO BOX 1551 RALEIGH, NC 27602 (800) 457-2777 OWNER: CONTRACTOR ECO TIP WEST, LLC SAMET CORPORATION 603 CARTHAGE ST. SUITE 120 RALEIGH, NC 27607 SANFORD, NC 27331 PHONE: 336.544.2600 DB 2197 PG 0627 CONTACT: BRIAN HALL PARCEL ID 5814 EMAIL: BHALL@SAMETCORP.COM ENGINEER / SURVEYOR: CE GROUP, INC 301 GLENWOOD AVENUE, SUITE 220 RALEIGH, NC 27603 PHONE: 919.367.8790 CONTACT: JEFF FOSTER, PE EMAIL: JEFF@CEGROUPINC.COM FLOOD CERTIFICATION UPON EXAMINATION OF FEMA FLOOD INSURANCE MAP # 3710968800K DATED NOVEMBER 17, 2017: THE SUBJECT PROPERTY LIES IN ZONE "X", WHICH IS AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1 % ANNUAL CHANCE FLOODPLAIN. GENERAL CONSTRUCTION NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO CHATHAM COUNTY STANDARDS AND APPLICABLE NORTH CAROLINA BUILDING CODE AND ASSIGNS. 2. CONTRACTOR SHALL VERIFY SCOPE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A LOCATOR SERVICE TO IDENTIFY ALL UNDERGROUND SERVICES (POWER, TELEPHONE, COMMUNICATION, WATER, SEWER, STEAM, GAS, ETC.) NOT LOCATED BY THE NC 811. CONTRACTOR SHALL FIELD INSPECT AND VERIFY ALL SERVICES PRIOR TO CONSTRUCTION. EXISTING SERVICES SHALL NOT BE ABANDONED, INTERRUPTED, OR REMOVED UNLESS CALLED FOR ON APPROVED CONSTRUCTION DRAWINGS. TIMING OF ABANDONMENT MUST BE SUCH THAT EXISTING FACILITIES REMAIN OPERABLE. ALL TEMPORARY DISRUPTION OF SERVICE (OFF HOUR, SHORT TERM, ETC.) TO EXISTING FACILITIES SHALL BE COORDINATED WITH OWNER. ANY DISCREPANCIES WITH THE APPROVED SET OF PLANS FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND ARCHITECT AND SHALL WAIT FOR CLARIFICATION BY ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE COORDINATION WITH OWNER CONSTRUCTION. 3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY EXISTING ITEM AND OR MATERIAL INSIDE OR OUTSIDE CONSTRUCTION LIMITS. CONTRACTOR TO COORDINATE LOCATION AND GATED ACCESS POINTS THROUGH TEMPORARY CONSTRUCTION FENCE ALONG WITH SEQUENCE OF INSTALLATION WITH OWNER. 5. CONTRACTOR SHALL MAINTAIN SITE IN A MANNER THAT WORKMAN AND PUBLIC ARE SAFE FROM INJURY. CONTRACTOR IS SOLELY RESPONSIBLE FOR ENFORCING ALL APPLICABLE SAFETY REGULATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING CONSTRUCTION ACTIVITY IS IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS. 7. CE GROUP IS NOT IN CONTROL, IN CHARGE OF, OR RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, OR TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER INDIVIDUALS NOT UNDER THE DIRECT EMPLOYMENT OF CE GROUP. 8. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO EXISTING CONDITION OR BETTER. 9. ALL GROUND SLOPES SHALL BE GRADED NO STEEPER THAN 3:1 10. CONTRACTOR SHALL FURNISH ARCHITECT/ENGINEER WITH AN AS -BUILT SURVEY OF ALL NEW AND RELOCATED UTILITY AND DRAINAGE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION. 11. ALL CONSTRUCTION WITHIN N.C.D.O.T. RIGHT OF WAY SHALL CONFORM TO N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONSTRUCTION PLANS FOR AKPAR 5814 AND 91175 INITIAL W �2 TE INFRASTRUCTURE CHATHAM COUNTY, NC DECEMBER 14, 2021 REVISED: FEBRUARY 24, 2022 VICINITY MAP NTS SITE 0 0 X z 0 NORTH Old i,-. ILWy NO N I SITE DATA EXISTING SITE: TOTAL DEMO /DISTURBED ACREAGE: PROPERTY OWNER: ADDRESS: AKPAR: PIN: DEED BOOK /PAGE EXISTING ZONING: WATERSHED RIVER BASIN: 12-DIGIT HUC (SUBWATERSHED) WATERSHED DISTRICT: 4.8 ACRES PORTION OF; 333.33 ACRES ECO TIP WEST LLC 338 PEA RIDGE RD NEW HILL, NORTH CAROLINA 5814, 91175 968800618076 DB 2197 PG 0627 IND-H CAPE FEAR 030300020705 WS-IV PA, RCSA SEWER WATER 14" CL50 DIP LENGTH= ± 2,983 LF 8" CL50 DIP LENGTH= ± 123 LF 12 MANHOLES 12" CL50 DIP LENGTH= ± 1,291 LF BORE LENGTH= ± 66 LF 2HYDRANTS INDEX TO DRAWINGS N O N V a W Q o W z w 0 U a- w 0 z o 0 z U w O o n a- 0 > w w cL7 W Df w Q Df w a w 0 Q W w c9 z Q U QLLLO z CE GROUP 301 GLENWOOD AVE. 220 RALEIGH,NC 27603 PHONE. 919-367-8790 FAX.- 919-322-0032 www.cegroupinc.com License # C-1739 CAR SEAL 028291 V� COVER...........................................0000 Q z EXISTING COND & DEMO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C101 O w (D ROADWAY AND WATER PLAN & PROFILE . . . . . . . . . . . . . . . . . . . . C201 U- EC PLAN STG 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C301-C302 Cn ti r U EC PLAN STG 2. C303-C304 U SEWER PLAN AND PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . .C601-C603 0,5Of O EC DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C351-C352 Z C/) j Z EC SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C353 r 00 O EC MATERIALS & INSPECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . .C354 ~ C)():fz Lf7 U- U Z WATER DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C551 0 < J SEWER DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C651 Q DRAINAGE AREAS EXHIBIT . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C901 co :zQ _ O z U = U \GY` 8118F,�o� J G a v v Q Alz- GINGP PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION Date: DECEMBER 14, 2021 Scale: N/A Drawn: ALC Checked: J RF Project No. 200- 1 2 1 Computer Dwg. Name 200-1 2 I c000 cover const set Sheet No: C000 Of 17